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DRAWINGSE> PIPIT rnnIKIC(''T Tf1 1 V'r r s;, ;► r r r 1. INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE AND ALL LOCAL CODES. 2. ALL MATERIALS SHALL BE NEW AND CODE APPROVED. 3. ALL NEW DOMESTIC WATER PIPING SHALL BE COPPER. ALL NEW SANITARY PIPING SHALL HUBLESS C.I. OR PVC. AS REQUIRED TO INTEGRATE WITH EXISTING PIPING. 4. THE PLUMBING SUB -CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT PLUMBING WORK IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY OWNER. REPAIR OR REPLACE ALL WORKWHICH BECOMES DEFECTIVE AT NO COST TO OWNER. 5. PLUMBING SUB -CONTRACTOR SHALL PROVIDE REQUIRED PERMITS. 6. INSTALL PLUMBING FIXTURES AS INDICATED ON THESE PLANS. COMPLETE SYSTEM, FIXTURES AND DEVICES SHALL BE GIVEN AN IN-SERVICE TEST AFTER COMPLETION OF INSTALLATION. 7. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION, SHALL BE PART OF THIS CONTRACT. 8. DRAINAGE SYSTEM IS BASED ON 1/8"/ FT. MIN. FALL. FOR ALL PIPING 2" AND SMALLER SHALL SLOPE Ccs 1 /4"/FT. ALL DEVIATIONS SHALL BE APPROVED BY ARCHITECT/ENGINEER AND PLUMBING INSPECTOR 9. DO NOT SCALE FOR THE EXACT FIXTURES, PIPING, EQUIPMENT ETC. 10. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH PROGRESS OF CONSTRUCTION. 11. WATER PIPING SHALL BE TYPE 1" COPPER WITH WROUGHT SOLDER FITTINGS. UNDERGROUND PIPING MAY BE TYPE "M" WITH PROPER SLEEVING AND NO JOINTS BELOW SLAB. 12. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS AND SHUTOFF VALVES WITH ACCESS PANELS AT EACH FIXTURE GROUP. INSTALL PER PDI IN EFFECTIVE RANGE. NOTE: A" ALL EXISTING LINES NOT TO BE USED STUDOR NEW HANDSINK DOR HOT FOOD TABLE 2" 2e 4e 4� FROM EXIST SANITARY PIPING ''-� i•� �-�''� i"! r'� ice! rte.--� �'�'-� i^� �!''� STUDOR CONNECT• NEW ! HANDSINK EMST. PIPING NEW W/C r 56 TO EXIST. SANITARY PIPING EXST. F.D 5 6s~ 1 . F.D 0 91 Lel;�_ty�A TRENCHES WIDER THAN 36" TO RECEIVE #4 REBAR 6x6 10/10 WWM 11 2500 PSI 24" O.C. � �.ONCRETE 4"MIN. EMBED 4 d d 6 MIL VAPOR BARRIER FEXISTING CONC. SLAB POISONED COMPACTED FILL OTE: BLDG. DEPT. GAS CONTRACTOR TO PLAN - VERIFY SIZING AND PIPE REVISIONS: INSTALLATION IN FIELD Q Jul. 1, 16 Aug. 2, 16 ®r'® EXISTING 2-1r2' EXISTING 2-1/2" GAS PIPE GAS PIPE 33 Aug. 19, 16 EXISTING SHUT OFF • UNDERGROUND VALVE -� NATURAL GAS LINE _ BY LOCAL CITY GAS COMPANY - EXISTING GAS METER AND REGULATOR CCAS CALCIrlLATI In Mal P Y►. EIT4. I L i .. a ►E i ', ALEfAOTTOSCALE E Q U I P M OTE: BLDG. DEPT. GAS CONTRACTOR TO PLAN - VERIFY SIZING AND PIPE REVISIONS: INSTALLATION IN FIELD Q Jul. 1, 16 Aug. 2, 16 ®r'® EXISTING 2-1r2' EXISTING 2-1/2" GAS PIPE GAS PIPE 33 Aug. 19, 16 EXISTING SHUT OFF • UNDERGROUND VALVE -� NATURAL GAS LINE _ BY LOCAL CITY GAS COMPANY - EXISTING GAS METER AND REGULATOR CCAS CALCIrlLATI Q TABLE 402.4(2) SCHEDULE 40 METALLIC PIPE E Q U I P M E N T S C H E D U L E 1-1/2" DEEP FRYER 1 90,000 1'-4" Item Qt E ui ment Category N OU) v¢c �a212- O Oa- OLS O OO E n 01 v !No o LZO-c - ' i iC ir .. vMV¢ 1-1 /4" s p C�vc 0.1 1 Existing Grease Hood and Suppression System TOTAL 720,000 Nominal 1, / 1 i'1, 1'/, 2 1 2`/, 1 1 NEW Range, Restaurant, Gas 6 8 10 [? Actual ED {LG22 0.824 1.049 1.350 0.75 350 18.5 2 1 NEW Broiler, Under-Fired/Gas 7.951 10,0201 11.938 Length (ft) 0.75 90 118.5 3 1 NEW Equipment Stand 10 172 36.0 678 1.390 1090 4,020 6.400 11.300 23.100 41MR) 67,600 4 1 NEW Oven, Convection, Gas 20 118 247 466 947 1.430 2.760 4.400 7,780 15.9(x) 0.75 55 -,:T o- 173,000 275,00{) 30 95 119 374 768 1.150 1224 3530 6.250 12_700 23,000 37 300 76301) 139:004 5 1 NEW Stove, Bakers/Confectioners/Stock Pot 170 320 657 985 1.900 3.020 5;350 10,94X) 19,700 31,900 0.75 45 18.5 6 2 NEW Fryer, Deep Fat, Gas 284 583 573 1.630 2.680 4,74.0 9.660 17,500 28.300 59,200 0.75 90 58 8 1 NEW Hot Food Table 528 741 1.520 1430 4.290 8.760 1 15,8ffl 25M0 0.75 20 95300 152.000 70 6U 126 237 416 728 1.400 2.2-10 3,950 8.050 14,600 23,604 ",510 0.75 20 139,00 80 % 117 220 352 67'7 1,300 2.430 3.570 7.490 13.600 22,000 45,149) 81,900 0.75 20 94 52 1H) 207 12.1 1 Sink, Hand, Wail Mount EXISTING .375 8 TWO .375 8 110 42,300 1.5 16 122f14X} 100 50 1041 1 195 400 1 600 1,160 1 131O 3,2-60 6:640 12,(W 19.500 40,OW 72600 IIS,FMlO 125 44 92 t73 355 532 15 1 EXISi1NG Sink, Scullery, 3 Compartments w/ Faucet 0.5 38 17,200 0.5 1 38 102.000 150 40 2 21 E57 322 482 928 1.480 2,610 5,3300 9.650 0.5 38 32.100 0.5 1 38L 175 37 77 2 21 296 443 35d 1.360 2.410 4,914) 8.88Q 14.400 39.5€ 0 5?,6W N4.9510 200 34 71 134 2 21 412 794 1270 2.240 4,56X) 18 1 Table, Prep w/ Sink 0.5 8 79.000 0.5 8 140 63 2 FS 244 366 704 1,120 1.930 4,050 7;3207 20 1 132" Storage Cabinet w/ Drop in Hand Sink 0.5 8 3070 0.5 8 110 108 1.5 17 331 638 1.020 1,800 3,670 6,630 21 1 Underbor Glass Rack 63,401) 350 25 53 199 203 305 .75 FS 935 1.650 3370 6,100 22 1 KCl Soda Dispenser .375 8 400 23 49 92 189 283 .75 FS 870 7,540 3.140 5,680 25 1 Underbor Sink 0.5 31 :350 0.5 31 86 177 266 1 18 816 1,440 2.914 5,330 8.620 173M 32 200 50.900 500 1 21 43 82 114`4 251 1 18 771 1,3617 2.780 5.030 8.151) 16.71}0 30,.#00 48.100 550 20 41 78 159 239 459 1 18 2,640 4,780 7-740 15,9€4) OTE: BLDG. DEPT. GAS CONTRACTOR TO PLAN - VERIFY SIZING AND PIPE REVISIONS: INSTALLATION IN FIELD Q Jul. 1, 16 Aug. 2, 16 ®r'® EXISTING 2-1r2' EXISTING 2-1/2" GAS PIPE GAS PIPE 33 Aug. 19, 16 EXISTING SHUT OFF • UNDERGROUND VALVE -� NATURAL GAS LINE _ BY LOCAL CITY GAS COMPANY - EXISTING GAS METER AND REGULATOR CCAS CALCIrlLATI Q TABLE 402.4(2) SCHEDULE 40 METALLIC PIPE UNIT TYPE BTU DISTANCE PIPE SIZE STOCK POT 45,000 6" 1-1/2" DEEP FRYER 1 90,000 1'-4" 1-1/2" DEEP FRYER 2 90,000 1'-4" 1-1/2" CONVECTION OVEN 55,000 2' 1-1/4" BROILER 90,000 3'-6" 1-1 /4" BURNER RANGE 350,000 3'-6" 1-1 /4" TOTAL 720,000 LONGEST RUN: BURNER RANGE 59'-3"FT GAS PIPING TYPE: GALV. METALIC SCHEDULE 40 TYPE OF GAS CONNECTION: TYPE B SINGLE WALL VENT CONNECTOR 0 EXISTING 2-1/2" GAS PIPE 10 BURNER RANGE 1-1/4 EXISTING 2-1/2" - - _ ------ NEW ---NEW 3/4" CONNECTION GAS PIPE _ 350,000 MBTUH1-1/4, ' ------ 36" BROILER NEW 3/4" CONNECTION 1-114' :fie ` - - - - - - -- 90,000 MBTUH - CONVECTION OVEN NEW 3/4" CONNECTION 1123 - - 55,000 MBTUH - - 1-1/2" - - - AV DEEP FAT FRYER - 3/4" CONNECTIONSTOCK POT v 4- NEW 90,000 MBTUH 3/4" CONNECTION 45,000 MBTUH �- NEW N �® O Q) _20 ® i� . �i ® O s �. �� ���...i.. O�i®.i0. �®.✓�.. �� ✓®✓tel i ® Q TABLE 402.4(2) SCHEDULE 40 METALLIC PIPE Gas Natural Inlet Pressure Less than 2 psi Pressure Drop 0.5 in. w.c_ Specific Gravity 0.60 � •i f• PIPE SIZE (inch) Nominal 1, / 1 i'1, 1'/, 2 1 2`/, 3 4 5 6 8 10 [? Actual ED {LG22 0.824 1.049 1.350 I.btO 2.067 2.459 3.366 1 4,026 5.037 G.Q65 7.951 10,0201 11.938 Length (ft) Capacity In Cubic Feet of Gas Per Hour 10 172 36.0 678 1.390 1090 4,020 6.400 11.300 23.100 41MR) 67,600 139.0)0 252.000 399,0W 20 118 247 466 947 1.430 2.760 4.400 7,780 15.9(x) 28,700 46,340 9.5,5(9) 173,000 275,00{) 30 95 119 374 768 1.150 1224 3530 6.250 12_700 23,000 37 300 76301) 139:004 220.000 40 st 170 320 657 985 1.900 3.020 5;350 10,94X) 19,700 31,900 65.600 119,0!X) 189.0w 50 72 151 284 583 573 1.630 2.680 4,74.0 9.660 17,500 28.300 59,200 106,000 167SIM 64 65 137257 528 741 1.520 1430 4.290 8.760 1 15,8ffl 25M0 52.71)0 95300 152.000 70 6U 126 237 416 728 1.400 2.2-10 3,950 8.050 14,600 23,604 ",510 88.100 139,00 80 % 117 220 352 67'7 1,300 2.430 3.570 7.490 13.600 22,000 45,149) 81,900 130,4}06 94 52 1H) 207 424 635 1.220 1,950 3,450 TWO 12,700 20,600 42,300 76,9X)1 122f14X} 100 50 1041 1 195 400 1 600 1,160 1 131O 3,2-60 6:640 12,(W 19.500 40,OW 72600 IIS,FMlO 125 44 92 t73 355 532 1,020 1 1.630 2,890 1 5,896 10600 17,200 35,400 64.300 102.000 150 40 83 E57 322 482 928 1.480 2,610 5,3300 9.650 15,600 32.100 58,304 92,300 175 37 77 t44 296 443 35d 1.360 2.410 4,914) 8.88Q 14.400 39.5€ 0 5?,6W N4.9510 200 34 71 134 275 412 794 1270 2.240 4,56X) 8,260 13,400 27.500 19,9(X) 79.000 250 30 63 119 1 244 366 704 1,120 1.930 4,050 7;3207 11,"0 24300 44.200 70.W0 3070 27 57 108 221 331 638 1.020 1,800 3,670 6,630 10,700 22,100 40,100 63,401) 350 25 53 199 203 305 587 935 1.650 3370 6,100 9,810 203w 36.900 58,400 400 23 49 92 189 283 546 870 7,540 3.140 5,680 9.190 1 18? ,9 34.304 54,300 :350 22 46 86 177 266 512 816 1,440 2.914 5,330 8.620 173M 32 200 50.900 500 1 21 43 82 114`4 251 484 771 1,3617 2.780 5.030 8.151) 16.71}0 30,.#00 48.100 550 20 41 78 159 239 459 732 1,290 2,640 4,780 7-740 15,9€4) 28,904 45.700 600 19 39 74 152 328 438 1 699 1.24X} 1520 4,560 7,380 15.200 27,500 43.600 Q • • � •i f• O `" d N n- Si79Z'8Z8' L99' L9S I XOA 86b�'8i1Z' L99 I E)UOyd c� co � Z917££ l � 'u4JOM a�O1 'ADM UGISJ!)l 9ZI79 = _ � - - � � — y � - --- ocoo- L l O_ZP1_ZZ-Sfi-£t7-8o 0-0 >- C.3 s8�s� �b• osczoo9a�d �# ��n» bl��ild d�1�NbS W N _ � _ d) 6_-S��� "l� '���a� uou�og ro o z o e� + ajILUMER \�t) H P 0 Z!nQ _ LU __ 1 J N, ruvj �� r ® R (3 z>Ui P, DUqf 1 _; OWN] F w a aH U t w ¢ q o m w a z J O ° N = za i ¢ H U p�ZW, H ° m Q<COO ® o o N moil o �� W �aRi O E z zz o¢�> Zp3� �7.� >Z z Zm 3z xz �z V) E., M E+ oz � z� v°v 3� o � �y F� H U �\ r-� p gZ ¢ x o z w w = p Y o\YQ I:) m 0g4 rju ( ] °z ° Oq,WW HOZ rc `�, �U a� C� i.9 KO pw N° V p- J 2' � � Q' � ° W W� 0. a /� �1 }.� U� S'n wCa ya42. wOS Z Z_i QU w< O 0O ...p 'z Y �w w �a WEED W �'W'Q ao az xSW a �" z r �a a Q'+ z �O UV OOw ZU VO �LL Z C7: a d F-1t�yU� AE'd �� 3° oa0. °x °_w �a c r^z aw zw K oN 3m we p <Y 1�H ,a/1 �t F -i �°U r Z' -'-Y wZ mow} �-V_ w �.n0 ?U 0� m fir v¢ �`w ° - - m >� Z Ou`3 �O.a- Ow 3C NOV H V xh rx a< -0 -. `0m O `a ¢ ef'U+ OU 1� is 3� zn H w �a Va o mo °- za w a° zw ° ° ax W C,? 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O N z X z 0 Li Gr7 iM R�) 0 . . a F� ion O W W N N N 14' 14' 'd' Qa— :-- r' •— r- w U z d d tp O 0 0 0 0 0 0 0 0 O 0 O 0 C� 0 0 0 0 0 0 0 0 Q] 0 O O to 0 In N d 0) Cn Lo CA M h N O 141 O w W o � co �- 0 a CL > _' z q w W o Qr Foi � y WJ W O > W N v Lq LM OW.. � at U W z z Li O W a. O N z X z 0 Li Gr7 iM R�) 0 . . a F� ion O �-o ••� _` i lei i EQ Z I a 0 M ► a ' IFFAIAMI 10► 1 K SCOPE OF WORK (CONSTRUCTION) 1. NEW INTERIOR NON-BEARING WALLS 2. EXISTING HOOD. NO CHANGES 3. NEW DINING AREA FINISHES BY OWNER 4. NEW FURNITURE AND NEW COUNTER TOPS BY OTHERS. 5, NO MECHANICAL WORK 6. NEW PENDANT LIGHTS SEE PAGE E-1 7. REMOVE BATHROOM FIXTURES AND CAP OFF EXISTING CONNECTIONS /� -WALL PLAN LEGEND o WALL TYPE E Q U I P M E N T S C H E D U L E Item No Qty Equipment Category CO: CONCRETE 0.1 1 Existing Grease Hood and Suppression System 1 1 Range, Restaurant, Gas IN FILL OPENING 2 1 18roiler, Under-Fired/Gas NEW INT WALLS 3 1 Equipment Stand NEW EXT WALLS 4 1 Oven, Convection, Gas NEW WOOD FRAMED WALLS AS PER DETAIL b 1 Stove, Bakers/Confectioners/Stock Pot 3 6 2 Fryer, Deep Fat, Gas PC - 7 1 lRefrigerator, Sandwich/Salad Prep - 8 1 Hot Food Table GNB 9 1 Refrigerator, Sandwich/Salad Prep L2 10 1 24" Table, Work PP 11 1 Double Over Shelf w/ Heat lamps 4 RESTROOM 12 1 Shelf, Wall Mount 12.1 1 Sink, Hand, Wall Mount EXISTING 13 14 1 IShelf, Wall Mount EXISTING 15 1 EXISTING Sink, Scullery, 3 Compartments w/ Faucet 16 1 Shelf, Wall Mount 17 1 EXISTING Mop Sink 18 1 Table, Prep w/ Sink 19 1 Shelf, Wall Mount 20 1 132" Storage Cabinet w/ Drop in Hand Sink 20.1 1 KCL POS Terminal 21 22 1 KCL Soda Dispenser 23 1 Back Bar Cooler For Soda Cons 24 1 Wine Refrigerator/Cooler Undercounter 25 1 Underbar Sink 28 2 Shelving, Wire 29 3 Shelving, Wire 30 1 EXISTING Walk -In Cooler Freezer Combo -WALL PLAN LEGEND o WALL TYPE FINISH: WALL DESCRIPTION PW: PAINTED EXISTING EXTERIOR WALL EXISTING - NO CHANGE CO: CONCRETE WALLS EXISTING INT WALLS EXISTING - NO CHANGE M: MARBLE PC: PAINTED IN FILL EXTERIOR WALL IN FILL OPENING W r FRP: FIRE RATED PANEL NEW INT WALLS NEW WALLS AS PER DETAIL 0 N iT1T�1T p T l.Li.L'tl.l1 NEW EXT WALLS NEW WAILS AS PER DETAIL ::,,� :aa.•::. 9c: NEW EXT WALLS NEW WOOD FRAMED WALLS AS PER DETAIL ROOM FINISH SCHEDULE FINISH: CE CERAMIC TILE PW: PAINTED GNB: GYPSUM WALL BOARD PP: PRIME & PAINT CO: CONCRETE WALLS MRGWB: MOISTURE RESISTANT (W9TH FILLER) M: MARBLE PC: PAINTED GYPSUM WALL BOARD WOOD FLUSH INTERIOR DOOR W r FRP: FIRE RATED PANEL CEILING: CONCRETE 0 N 3'0"(MIN.)x6'8" LI: 2X4 LAY IN Z C) Z ROOM L� M MATERIAL FINISH 3 z I KITCHEN PC - FRP PP - - FRCP 2 PUBLIC AREA LW - GNB PP- - L2 3 NEW OFFICE PC - FRP PP - - L2 4 RESTROOM CT - GNB PP - L2 FLOOR COVERINGS: BASE: WALL MATERIAL: FINISH: CE CERAMIC TILE PW: PAINTED GNB: GYPSUM WALL BOARD PP: PRIME & PAINT CO: CONCRETE WOOD MRGWB: MOISTURE RESISTANT (W9TH FILLER) M: MARBLE PC: PAINTED GYPSUM WALL BOARD WOOD FLUSH INTERIOR DOOR PC: PAINTED CONCRETE FRP: FIRE RATED PANEL CEILING: CONCRETE CT: CERAMIC 3'0"(MIN.)x6'8" LI: 2X4 LAY IN B ALE L2: PAINT G.W.B. NOTE: 1) ALL DRYWALL m BE S 00Iff Lw. LAMINATE FRCP: FIRE RATED FIN&L PAIWTEIL IMMITATION WOOD. CEILING PANEL i NOTE: NO CHAIRS WILL BE PLACED ON THE WAITING/ PICK UP AREA NOTE: NUMERICAL ADDRESS TO BE PROVIDED ON ALL EXTERIOR DOORS SHALL BE 470 N FEDERAL HWY NOTE: CONTRACTOR TO VERIFY IN FIELD IF PANIC HARDWARE HAS BEEN PROVIDED ON ALL EGRESS DOORS AS PER 2014 FBC SECTION 1008.1.10. NOTE: BUILDING IS REQUIRED TO BE PROVIDED WITH ADDRESS NUMBERS OR LETTERS PLAINLY VISIBLE FROM THE STREET PER 2014 FBC SECTION 501.2. NOTE: ALL FINISHES TO BE SPECIFIED BY OWNER. ALL WALLS TO BE F.R.P. AND FLOOR TO BE TILE. OWNER TO SPECIFY COLOR AND MANUFACTURER. INSTALL ALL FINISHES ACCORDING TO FBG 2014. NOTE: ALL SINK AND DOOR HARDWARE TO BE LEVER TYPE. CONTRACTOR TO VERIFY ANY CONDITION AND NOTIFY ALL RESPONSIBLE PARTIES IF THERE ARE ANY DISCREPANCIES. THE ARCHITECT ASSUMES NO RESPONSIBILITY. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE F.B.0 5TH EDITION (2014 EDITION, THE N.E.C., FLORIDA, FIRE PREVENTION CODE, 5TH EDITION WITH LATEST SUPPLEMENTS, THE ZONING ORDINANCES IN THE CITY OF JURISDICTION AND ALL APPLICABLE CODES AND STANDARDS. NOTE: GFI OUTLET FOR PROPOSED SINKS ARE EXISTING. CONTRACTOR TO VERIFY IN FIELD. EXISTING PANEL HAS SEVERAL SPARES IF NECESSARY. 25ga. SHEET ME COUNTER 1/2" DRYWALL 'DP BY OTHERS /2" PLYWOOD :x4 BLOCKING ,FIRE TREATED) 3 1/2" 25ga. STUDS X16" O.C. 4CCESSIBLE COUNTER 3EE PLAN FOR LOCATION 1/2" DRYWALL :ONT. RUNNER - ANCHOR PO SLAB U 24 O.C. W/ 3 1/2" HILTI OR EQUAL BRACE TO EXIST. '- CEILING / STRUCTURE ANCHOR RUNNER CHANNEL W/ 3/16"x2" SELF -TAPPING SHEET METAL SCREWS TO EXISTING STRUCTURE AND/OR BRACE TO EXISTING STRUCTURE. 1/2 GYPSUM W OVER 3 1/2" 2,r- AT ,AT 16" O.C. (TY: 5/8" FIRE -RATED GYPBD. CEILING. NOTE: AT ALL WALL LOCATIONS WHERE WALL HUNG EQUIPMENT IS SHOWN G.C. TO FRAME WITH .20 GA. METAL STUDS SPACED AT 16" O.C. MAX NOTE: WALLS AT RESTROOMS TO BE 4' DUROCK AT BASE AND 4' MR GYP. BD. ABOVE. ALL RESTROOM WALLS TO BE FULL HEIGHT CERAMIC TILE - SELECTION BY TENANT. ANCHOR RUNNER CHANNEL TO EXISTING SLAB W/ HILTI - (2 1/2"@24" O.C.) s r i, ,...0 YP WA DET. ap)lioIf SCALE: NOT TO SCALE DEMOLITION PLAN GENERAL NOTES 1. DEMOLITION SHALL NOT BE LIMITED TO WORK ON THESE DRAWINGS BUT SHALL INCLUDE ALL DEMOLITION NECESSARY TO ACCOMMODATE THE NEW WORK. THE DEMOLITION DRAWINGS ARE COMPLIMENTARY AND THE GC AND SUBCONTRACTORS SHALL VISIT THE SITE PRIOR TO BIDDING AND FAMILIARIZE WITH THE WORK REQUIRED FOR DEMOLITION. 2. THE CONTRACTOR SHALL COORDINATE THE DEMOLITION WITH THE LANDLORD, OWNER, LEASING AGENT AND OR TENANT AND SHALL MEET THE RULES AND REGULATIONS SET FORTH BY THE LANDLORD, OWNER AND/OR LEASING AGENT. 3. THE CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT AND ANY OTHER REQUIRED APPROVALS PRIOR TO THE EXECUTION OF ANY DEMOLITION AND FURNISH ALL LABOR AND MATERIALS REQUIRED TO COMPLETE THE DEMOLITION, SELECTIVE REMOVAL AND SUBSEQUENT OFF SITE DtSPOSAL OR STORAGE OF ALL ITEMS WITHIN THE PROJECT AREA. 4. THE CONTRACTOR SHALL COORDINATE WITH OWNER THE USE OF A CONSTRUCTION DUMPSTER FOR PLACEMENT UNLESS A DUMP TRUCK 15 USED. THE CONTRACTOR SHALL PROTECT ALL EXTERIOR OF BUILDING AND ADJACENT AREAS AS WELL AS ALL ROADWAYS AND LANDSCAPE FROM DAMAGE DURING DEMOLITION. 5. THECONDITION AT SHALL KEEP ALL AREAS IN A SAFE AND CLEAN 6. THE CONTRACTOR SHALL MAINTAIN LIFE SAFETY STANDARDS AT ALL TIMES. 7 WORK TO CONTRACTOR SHALL F IT CAN BE DEMOLISHES TOR TO DET OF SCOPE OF ARE ANY ADDITIONAL ELEMENTS THAT MAY NEED TO BE REMOVED OR CAP PRIOR TO DEMOLITION 8. THE CONTRACTOR SHALL FULLY ACQUAINT HIMSELF WITH THE EXISTING CONDITIONS OF THE SITE AND BE FULLY INFORMED HIMSELF AS TO THE NATURE OF THE EQUIPMENT AND MATERIALS NEEDED FOR THE PROPER EXECUTION OF THE WORK. 9. IF THE DEM011TON,THECONTRCAOCTORMUSTCOANY MPLDWITHALLAPPLICABLREING REGULATIONS, LAWS AND ORDINANCES RELATIVE TO THE REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION. NOTIFY LANDLORD AND OWNER INMEDIATELY. 14. THE CONTRACTOR SHALL MAINTAIN PREMISES FREE FROM ACCUMULATION OF WASTE, DEBRIS AND RUBBISH CAUSED BY WORK. AT THE COMPLETION OF A DAY WOK LEAVE PREMISES AND PUBLIC AREAS BROOM CLEAN ON A DAILY BASIS. u. ALL LIITEMS DEMOLISHED A E O BE DISPOSED BY CONTRACTOR UNLESS IT IS 12. RE-OQU REEID PRIORNATE ITO STARTCONSTRUCTIOF DEMOLITION�NGS AND ANY OTHER TRADE AS 13. ELECTRICAL POWER SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. COORDINATE WITH ALL TRADES AND OWNER AT LEAST 48 HOURS PRIOR TO PROPOSED INTERRUPTION. 14. WATER SERVICE SHALL BE MAINTAINED AT ALL TIMES DURING HOUIPROPOSEDINATEWITHAADES AND OWNER AT LEAST 48 URS TO ALL 15. REMOVE ALL WIRING FROM ALL DEMOLISHED RECEPTACLES AND WALLS TO SOURCE PANEL. REMOVE ALL ABANDONED WIRING AND DISPOSE. 16. PATCH ALL HOLES AND SURFACES IN ALL AREAS AFFECTED BY THE DEMOLITION WORK. ALL PATCHING SHALL INCLUDE BUT IS NOT LIMITED TO DUCTWORK, PIPING PLUMBING, CONDUITS, SWITCHES, RECEPACLES CONTROLS, JUNCTt6N, FLOORING, CEILING AND SHALL MATCH EXISTING FINISHES. GENERAL CONSTRUCTION NOTES 1. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE, LOCAL, & GOVERNMENTAL CODES, ORDINANCES, STANDARDS AND RESTRICTIONS. 2. ALL TRADES TO COORDINATE THEIR WORK WITH ALL OTHER TRADES TO 'I AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS ON THE JOB PRIOR TO COMMENCING CONSTRUCTION AND NOTIFY ARCHITECT OF ALL DISCREPANCIES. DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED DRAWINGS. 4. ALL DIMENSIONS ARE NOMINAL TO THE FACE OF STUDS, CONC. ELK. OR EDGE OF MONOLITHIC SLAB FOOTING UNLESS NOTED OTHERWISE. DOOR AND WINDOW SIZE OPENINGS TO BE VERIFIED WITH THE MANUFACTURER. 5. B IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH & INSTALL ALL ITEMS FOR COMPLETE FULLY OPERATIVE SYSTEMS IN FIRST CLASS WORKMANLIKE MANNER. 6, INSULATE EXTERIOR MASONARY WALL WITH MIN. R-4.1 INSUL_ EXTERIOR WD. FRAMED WALLS WITH R-19 INSUL. AND ATTIC SPACES WITH MIN. R-30 INSUL. 7. COMPACT ALL FILL TOA MIN. OF 95% DENSITY AND POISON SOIL FOR TERMITES: MIN. SOIL BRG.: 2500 P.S.F. 8. MIN. CONC. STRENGTH: 3000 P.S.I. @ 28 DAYS. MIN. CONCRETE COVERAGE FOR REINF. BARS. SLAB: 3/4"; BEAMS & COLS: 1 1/27' TIE COLS: 3/4"; FORMED CONC. BELOW GRADE: 7'& UNFORMED CONC.: 3'. 9. REINFORCING STEEL TO BE GRADE 60. 10. DETAILS OF CONCRETE REINF. SHALL BE IN ACCORDANCE WITH'THE MANUAL OF STD. PRACTICE FOR REINFORCED CONCRETE CONSTRUTION'. TRAP. 11. TIE COLUMNS TO HAVE DOWELS INTO CONCRETE FTG. WITH THE SAME SIZE AND NUMBER OF DOWELS AS VERTICAL REINF. BARS.; REINF. STL. TO BE LAPPED 30 BAR DIAM MIN. @ SPLICES. 12. PROVIDE CLEANOUT OPENINGS AT THE BOTTOM OF GROUTED CELLS OF CONCRETE BLK. TIE COLUMNS. 13, ALL WOOD IN CONTACT WITH CONT MASONRY OR STL. SHALL BE PRESS. TRTD. WD. STRUCTURAL LUMBER TO BE A STRESS GRADE OF MIN. F = 1200 PSI (BENDING). 14. MIN. ELECTRICAL WIRE SIZE SHALL BE #14 A.W.G. (EXCLUDING THE CONTROL WIRING). ALL CONDUCTORS SHALL BE 'COPPER' WITH'THHH' INSULATION. 15. ALL RACEWAYS UNDERGROUND OR LARGER THAN 2'IN: DIAM. SHALL. BE GALVANIZED RIGID STL CONDUIT OR SCHED. 40 PVC.: OTHER RACEWAYS AS PER CODE REQRMTS. 16. PROVIDE "GFT' RECEPTACLES IN BATHROOMS, AT KITCHEN COUNTERS, IN GARAGE AND OUTSIDE LOCATIONS. 17. SANITARY PLBG. PIPING TO HAVE MIN. 1 /8" PER FT. PITO AT ALL HORIZ. RUNS. PROVIDE CLEANOUTS AT THE BASE OF WASTE STACKS. 18. ALL UNDERGRD. WATER PIPING SHALL BE COPPER TYPE "K; ALL OTHER WATER PIPING SHALL BE COPPER TYPE'V' 19. PROVIDE AIR CHAMBERS AND SHUT OFF VALVES FOR ALL WATER SUPPLY :PIPING AT FIXTURES; PROVIDE VACUUM BREAKER AND SHUTOFF VALVE ON ALL HOSE BIBBS. 20. A/C AIR HANDLING UNITS TO HAVE CONDENSATE SAFE WASTE WITH TRAP. DOOR SCHEDULE MARK DESCRIPTION SIZE FINISH TYPE HARDWARE Q EXISTING DOOR TO REMAIN N/A Q WOOD FLUSH INTERIOR DOOR 3'0"(MIN.)x6'8" STAIN B LEVER PRIVACY SET Q WOOD FLUSH DOUBLE SWING INT. DR 3'0"(MIN.)x6'8" STAIN B N/A C� BLDG. DEPT. PLAN REVISIONS: Jul. 1, 16 Aug. 2, 16 0 Aug. 19, 16 0 Sep. 15,16 LO M "4' 0 SM�yI� (1i) (-! 0 �1 0 LL U C:) CN mN 0 LO t m 00 0