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Q L zo O 00 m E 0 D" m W �P 96 v 15 14 13 12 1111 10 g� s 3 2, 1 1111111111wil MW r "v —� C D 14'- 6" T- 7 3/4" 3'- 1 1/4" 1'- 3" 2'- 2" 10' - 3" �F- 9' - 2" 11' - 1 1/2" 9' - 0 1 /4" 3'_ 10 1/4" 9" 3' - 4 3/4" 8'- 8 3/4" FOR ROOF TRUSS PROFILES SEE SHEET S3.0. � FOR INTERIOR PARTITION WALL CONNECTION TO ROOF STRUCTURE, SEE SECT. 26/S5.0, I j v � I 14 w r 1111111111wil MW r "v —� C D 111111111111111111114 io 00 GENERAL CONTRACTOR NOTES - MAIN ROOF FRAMING U COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL. 2 O 3 FOR ROOF FRAMING NOTES, SEE SHEET S1.0. 4 FOR MECHANICAL ROOF TOP UNIT LOCATIONS SEE MECHANICAL DRAWINGS, FOR ROOF TOP UNIT OPNG. & ATTACHMENT, SEE SECT. 4/S5.0 & 22/S5.0. 5 r 6 FOR ROOF TRUSS PROFILES SEE SHEET S3.0. � FOR INTERIOR PARTITION WALL CONNECTION TO ROOF STRUCTURE, SEE SECT. 26/S5.0, v � r w r c� � r O 111111111111111111114 io 00 GENERAL CONTRACTOR NOTES - MAIN ROOF FRAMING 1 COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL. 2 FOR L.G.M. WINDOW/DOOR OPNG., SEE SECT. 1/S5.0 3 FOR ROOF FRAMING NOTES, SEE SHEET S1.0. 4 FOR MECHANICAL ROOF TOP UNIT LOCATIONS SEE MECHANICAL DRAWINGS, FOR ROOF TOP UNIT OPNG. & ATTACHMENT, SEE SECT. 4/S5.0 & 22/S5.0. 5 FOR HOOD ATTACHMENT TO STRUCTURE, SEE SECT. 24/S5.0. 6 FOR ROOF TRUSS PROFILES SEE SHEET S3.0. 7 FOR INTERIOR PARTITION WALL CONNECTION TO ROOF STRUCTURE, SEE SECT. 26/S5.0, o F G N ---( H SEE PLAN H. ROOF TRUSS PROFILE WOOD MEMBERS "' ' SEE 12 X1 ARCH. SEE PLAN I 'I ROOF TRUSS PROFILE � WOOD MEMBERS I RT2t 12 SEE ARCH. SEE PLAN ROOF TRUSS PROFILE WOOS M MBR X 12 -1 SEE I ARCH. SEE PLAN ROOF TRUSS PROFILE WOOD MEMBERS 12 SEE ARCH. SEE PLAN T ROOF TRUSS PROFILE 8 WOOD MEMBERS "' MOHAMMAD R. SERAJI, P.E. 432 SOUTH BROADWAY RD., LEXINGTON, KY 40508 PHONE (859) 252-1678 FAX(859)226-0512 EMAIL: PYRAMIDCSE@QX.NET JOB # 12-008 Seal {'E 1=16 " h„winn►►t► Brian S. Thomas Architect 211 East Broad Street Greenville, SC 29601 T. 864.232.8200 F. 864.232.7587 Project Outback Steakhouse Carmel, IN Project Number 112412 Drawn By STAFF Checked By M R c-. Date 28 NOV 2012 Revisions I i I I i I I I I I I I I I � M Drawing N w I I I I I I m I l i I I ROOF FRAMING PLAN I I 18' - 10" 14'- 6" 3'- 7 3/4" 3' - 1 1/4" 1'- 3 2'- 2" 10'- 3" 9'- 2" 11' - 11/2" 9' - 0 1/4" 3'- 10 114" 9" T- 4 3/4" 8'- 8 3/4" �`� 2 1 1 g 14 (�3)12 �1 0 ( 9 8 7 6 5 4 3 ROOF FRAMING PLAN '97cale: 114" =1 7' S3m 1`- ■ Plast nates&Nau-12 14;37:14 File m :1 ers a m n 1 mens iP midPr 12- 08 Cutback - C rm I IN -100 C 8 NOV 2 9 .M � tTlME 2Z-1 0 ¢pP,s ' . g A '1a t ,r �''.•'r.,, � �i tea;. WIDE D PERSPECTIVE 3D PFRSF Lr,J�9 Al Imam 1 OS �® 44 Fit— � D i� jC 3 =' .� �w e� *"Wo z v e Yr'• .s{#� 3't+ _ a,,. '* •Zk 4, ak- �,s1„ ii i✓ - �� Y � 'r +i 1 ! ^� 2 � yy, � t y 7 , � � �2 kr '� _ �' \V OF�,ps�"°tS% t � r Ml � ' ��''e _ �� # •may � � 3 .� ? a. �':.7�3s�,��� � 3"S� r `; a'�i moi, lop A 12•� Ji, 1. '?sl ,tai."rz� s k n �� , , t ..1 i # a, f y N D PERSPECTIVE in PFRSF s .. 1 A r D PERSPECTIVE 3D PFRSF Lr,J�9 Al Imam 1 OS �® 44 Fit— � D i� jC 3 =' .� �w e� *"Wo z v e Yr'• .s{#� 3't+ _ a,,. '* •Zk 4, ak- �,s1„ ii i✓ - �� Y � 'r +i 1 ! ^� 2 � yy, � t y 7 , � � �2 kr '� _ �' \V OF�,ps�"°tS% t � r Ml � ' ��''e _ �� # •may � � 3 .� ? a. �':.7�3s�,��� � 3"S� r `; a'�i moi, lop A 12•� Ji, 1. '?sl ,tai."rz� s k n �� , , t ..1 i # a, f y N D PERSPECTIVE in PFRSF J • • 0 N rnh ifn C' 0 7 J • • 0 N rnh ifn C' 0 W01 12'-101/2" 12'-101 /2" DIMENSION PLAN 1/4"=V-0" A1.0 GENERAL NOTES A. REFER TO FS DRAWINGS FOR FIXED SEATING LAYOUT, CRITICAL FOOD SERVICE DIMENSIONS, AND WALL BACKING LOCATIONS AND CONDITIONS. B. ALL DIMENSIONS ARE FROM FACE OF STUD OR CENTER OF PATIO COLUMN SUPPORT PLATE UNLESS OTHERWISE NOTED. C. ALL WOOD FRAMING TO CONTACT EXISTING SLAB IS TO BE PRESSURE TREATED. D. WALLS AT ALL WET AREAS SHALL HAVE THE BOTTOM TRACK SET IN A FULL BED OF ELECTROMETRIC SEALANT, ONE PART POLYURETHANE EQUAL TO VULKEM 116. E. PROVIDE WATERPROOF MEMBRANE EQUIVALENT TO LATICRETE 9235 UNDER FLOOR FINISH IN KITCHEN, BAR EMPLOYEE AND PUBLIC RESTROOMS. APPLY TO WALLS AT COOLER AND FREEZER PRIOR TO INSTALLATION OF COOLER BOX. EXTEND MEMBRANE UP WALL V-0" AND ON FLOOR 2'-0". F. ALL INTERIOR WALL SHEATHING TO BE 1/2" UNLESS OTHERWISE SPECIFIED. G. ALL WALL MOUNTED EQUIPMENT TO BE SEALED AT WALL AND FLOOR IF APPLICABLE. H. REFER TO EXTERIOR AND INTERIOR ELEVATIONS FOR FINISHES. I. ALL METAL STUDS IN INTERIOR WALLS TO BE 16" O.C. REFER TO STRUCTURAL DRAWING FOR METAL STUD SPACING ON EXTERIOR WALLS. J. REFER TO SHEET A1.1 FOR LOCATIONS OF INSULATION K. PROVIDE 1/2" DUROCK TO 12" A.F.F. ON ALL WALLS IN WET AREAS. L. TABLETOPS, BOOTHS AND BENCHES ON WAITING AREA, SUPPLIED AND INSTALLED BY MILLWORK CONTRACTOR. M. ALL METAL STUD WALLS WITH V -GROOVE TO HAVE 1/2" PLYWOOD TO 48" A.F.F. AS BACKING FOR V -GROOVE. A1.0 KEY NOTES 1. FACE OF FINISH TO ALIGN. Seal y~�� •�GISTEA�Q•9�,�> ° � s No. AR 11100018 S o ;• STATE OF •; SAID I p,` 11°'.• NOV 3 0 1012 DP3 ARCHITECTS M ARCNrnWM, LTD. 211 Esd Breed 81bW oma, ec 29WI T. 884.79 MIXT F. 884.=.7887 www.o 00M Project Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By MHT Checked By BST Date 28 NOV 12 Revisions Drawing Dimension Plan A1.0 1 p MECHANICAL ROOM 1=1 nnR PI AN 1/4"=1'-0" n 2 A4.0 ..................................... los 5 . _ WEST A5.0 F 25 DINING AREA ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 1 15 1 1 1 108 1 BAR 1 L. 1 15 1 1 L� 1 1 � 1 � 1 i 107 ------------------------------------ BAR DINING � 1 I 1 ' 1 1 1 � 1 1 1 1 ' 1 1 22 r:-... 1 ' 1 2 1 L 1 104 J 1 1 ' 1 TAKE AWAY 1 1 _I 1 A4.1 30 all 1 10 8 1 A5.0 A5.0 B 101 _I0_0_)100 / 1 VESTIBULE � � 0 � � J l \ � 2 ... ..... ..... ..... ..... .......... ..... ... ............ ........ ..... ... - ................ A1.1 GENERAL NOTES A. REFER TO FS DRAWINGS FOR FIXED SEATING LAYOUT, CRITICAL FOOD SERVICE DIMENSIONS, AND WALL BACKING LOCATIONS AND CONDITIONS. B. ALL DIMENSIONS ARE FROM FACE OF STUD UNLESS OTHERWISE NOTED. C. ALL WOOD FRAMING TO CONTACT SLAB IS TO BE PRESSURE TREATED, D. WALLS AT ALL WET AREAS SHALL HAVE THE BOTTOM TRACK SET IN A FULL BED OF ELECTROMETRIC SEALANT, ONE PART POLYURETHANE EQUAL TO VULKEM 116. E. PROVIDE WATERPROOF MEMBRANE EQUIVALENT TO LATICRETE 9235 UNDER FLOOR FINISH IN KITCHEN, BAR EMPLOYEE AND PUBLIC RESTROOMS. APPLY TO FLOOR TO WALL TRANSITION AT COOLER AND FREEZER PRIOR TO INSTALLATION OF COOLER BOX. EXTEND MEMBRANE UP WALL V-0" AND ON FLOOR F. ALL INTERIOR WALL SHEATHING TO BE 1/2" UNLESS OTHERWISE SPECIFIED. G. ALL WALL MOUNTED EQUIPMENT TO BE SEALED AT WALL AND FLOOR IF APPLICABLE. H. REFER TO EXTERIOR AND INTERIOR ELEVATIONS FOR FINISHES. 1. ALL METAL STUDS IN INTERIOR WALLS TO BE 16" O.C. UNLESS NOTED OTHERWISE. REFER TO WALL TYPE LEGEND. REFER TO STRUCTURAL DRAWING FOR METAL STUD SPACING ON EXTERIOR WALLS. J. REFER TO FS DRAWINGS FOR BACK OF HOUSE WALL FINISHES. K. PROVIDE 1/2" DUROCK TO 12" A.F.F. ON ALL WALLS IN WET AREAS. L. TABLETOPS, BOOTHS, AND BENCHES IN WAITING AREA, SUPPLIED BY MILLWORK CONTRACTOR AND INSTALLED BY G.C. A1.1 KEYNOTES iO. RAISED BOOTH PLATFORM. REFER TO DETAIL 3/A6.2. 2. DECORATIVE SCREEN. REFER TO INTERIOR ELEVATIONS SHEET A5.0. 3. KITCHEN EXHAUST HOOD ABOVE. REFER TO MECHANICAL DRAWINGS. 4. DRINK STAND SUPPLIED BY OWNER. 5. DOWNSPOUTS. CONNECT TO UNDERGROUND STORM DRAIN. REFER TO CIVIL DRAWINGS. 6. SHELVING UNIT AND OFFICE DESK. PROVIDED AND INSTALLED BY G.C. REFER TO DETAIL 9/A9.0. 7. INSULATED WALK-IN COOLER/FREEZER WALL SYSTEM. 8. STEEL ROOF ACCESS LADDER & ROOF HATCH. REFER TO DETAIL 4/A9.0. 9. SAFE. GC TO SECURE TO FLOOR PER MANUFACTURERS INSTRUCTIONS. 10. TAKE AWAY COUNTER AND SHELF. PROVIDED BY MILLWORK CONTRACTOR. 11. MUSIC COMPONENT SHELF REFER TO DETAIL 8/A9.0. 12. STEEL COLUMNS. REFER TO STRUCTURAL DRAWINGS. 13. PHONE BOARD OVER OFFICE DOOR. REFER TO ELECTRICAL DRAWINGS. 14. BLOCKING IN WALL AS REQUIRED FOR BABY CHANGING STATION. 15. 2x STUD BAR DIE WALL BY G.C. REFER TO SHEET A6.0 AND SHOP DRAWINGS FOR MILLWORK AND TO FS2, NOTE #21. 16. WAIT STAFF SHELF. PROVIDED BY MILLWORK CONTRACTOR. 17. HOSTESS STATION. REFER TO SHEET FS AND MILLWORK DRAWINGS. 18. JANITOR SINK. REFER TO DETAIL 7/A9.0. 19. STACK WALL. REFER TO DETAIL 2/A6.1. 20. PORCH RAILING, REFER TO DETAIL 12/A8.0. 21. EDGE OF ROOF ABOVE. 22. BULKHEAD ABOVE. REFER TO REFLECTED CEILING PLAN A2.0. 23. ALUMINUM DIAMOND TREAD PANEL TO 48" A.F.F. ON EXPOSED COOLER WALL SURFACES. TYPICAL. 24. SUSPENDED GWB CEILING ABOVE. REFER TO REFLECTED CEILING PLAN A2.0. 25. ACCESSIBLE BAR SEATING LOCATION. REFER TO BAR SHOP DRAWINGS. 26. PROVIDE BRUSHED ALUMINUM HOOKS BELOW BAR @ 24" O.C. MOUNT AT S-2" A.F.F. 27. PROVIDE STAINLESS STEEL CLOSURE STRIP AT OPENING PERIMETER. 28. VESTIBULE PAGER HOLDER. 29. NOT USED. 30. BUILT UP METAL STUD COLUMN, TRIM WITH WOOD. 31. REFER TO EXTERIOR ELEVATIONS FOR LOCATION AND DETAILS OF FALSE WINDOWS. WALL TYPES (REFER TO SHEET FS -6 FOR BLOCKING REQ.) (Z, -- EXTERIOR WALL - 6" METAL STUD FRAMING AT 16" O.C. L� WITH 1/2" PLYWOOD SHEATHING, WEATHER RESISTIVE BARRIER, 1" RIGID INSULATION, 1" AIR GAP, BRICK VENEER WITH BRICK TIES @ 16" O.C. HORIZONTAL AND VERTICAL ON 6" SPLIT FACE CMU WITH HORIZONTAL REINFORCEMENT UP TO 48" A.F.F. AND PRECAST BULLNOSE WATER TABLE. 2x4 WOOD STUD 54" HIGH DINING BOOTH WALL. REFER TO DETAIL 3/A6.2 3-5/8" METAL STUD WALL @ 16" O.C. TO 6" ABOVE FINISHED CEILING REFER TO ROOM FINISH SCHEDULE SHEETS A3.0 AND A5.0. ��..,. 6" METAL STUD WALL @ 12" O.C. TO BOTTOM OF STRUCTURE. REFER TO WALL SECTION 5/A9.0 FOR ADD'L INFORMATION AT HOOD WALL. 6" METAL STUD @ 16" O.C. TO 6" ABOVE FINISHED CEILING. REFER TO ROOM FINISH SCHEDULE SHEET A5.0. 3-5/8" METAL STUD @ 16" O.C. TO BOTTOM OF DECK. REFER TO ROOM FINISH SCHEDULE SHEET A5.0. 48" HIGH DINING BOOTH WALL. REFER TO DETAIL 3/A6.2 8" METAL STUD @ 16" O.C. TO BOTTOM OF DECK. L� f REFER TO ROOM FINISH SCHEDULE SHEET A5.0. (Z_ 2x6 WOOD STUD 54" HIGH DINING BOOTH WALL. REFER TO DETAIL 3/A6.2. 1 p EXTERIOR WALL - 6" CMU WALL TO 8'-0" AFF. BRICK VENEER ABOVE. 11 8" METAL STUD @ 16" O.C. TO 6" ABOVE FINISHED CEILING. REFER TO ROOM FINISH SCHEDULE SHEET A5.0. 12 EXTERIOR WALL - 10" METAL STUD FRAMING. REFER TO WALL SECTIONS AND STRUCTURAL DRAWINGS. 13 6" METAL STUD FRAMING @ 16" O.C. EXTERIOR WALL ABOVE. 14 EXTERIOR WALL - 6" METAL STUD FRAMING @ 16" O.C. W/ 1/2" PLYWOOD SHEATHING EACH SIDE. SEE WALL TYPE 1 FOR FINISHES. DRAWING LEGEND COOLER WALL BY MANUFACTURER. SOUND BATT INSULATION BATT INSULATION Seal No. AR 11100018. - STATE OF NOV 3 0 2012 DP3 ARCHITECTS IM AIMRI MI LTD. 211 East Broad 8t0d a 08fvW l% 8C 29501 T. 854.282.8®00 F. 884.2811 7 www.DP3wd*9ab oom Project • • • T • • S TE A K H O U S E • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By LJD Checked By BST Date 28 NOV 12 Revisions Drawing Noted Floor Plan A1.1 A1.2 GENERAL NOTES A. REFER TO DIMENSION PLAN A1.0 FOR WALL LOCATIONS. B. PROVIDE WATERPROOF MEMBRANE EQUIVALENT TO LATICRETE 9235 UNDER FLOOR FINISH IN KITCHEN, BAR, EMPLOYEE AND PUBLIC RESTROOMS. APPLY TO WALLS AT COOLER AND FREEZER PRIOR TO INSTALLATION OF COOLER ASSEMBLY. EXTEND UP WALL V-0" AND ON FLOOR 2'-0". C. CONTACT SHANNON FALCONE IN THE OSI CONSTRUCTION DEPARTMENT (813) 282-1225 EXT. 1115 FOR ORDERING AND SCHEDULING ALL FLOORING MATERIALS. D. FLOOR DRAIN DIMENSIONS ARE FROM FACE OF STUD TO CENTER OF DRAIN. E. FLOOR FINISH DIMENSIONS ARE FROM FACE OF WALL FINISH TO EDGE OF FLOOR FINISH. A1.2 KEY NOTES 1. FLOOR DRAIN. REFER TO PLUMBING DRAWINGS. 2. FLOOR SINKS REFER TO PLUMBING DRAWINGS AND FS -5. 3. EXPOSED CONCRETE FLOOR. SEAL WITH SHERWIN WILLIAMS H&C SILICON ACRYLIC CONCRETE SEALER. 2 COATS PER MANUFACTURER'S SPECIFICATIONS. 4. RAISED PLATFORM. 5. JANITORS SINK. 6. H.C. ACCESSIBLE THRESHOLD. 1:2 SLOPE AND 1/2" HIGH MAX 7. SLOPE CONCRETE SLAB 1:50 @ ALL FLOOR DRAINS. 8. SLOPE ENTIRE CONCRETE SLAB TO DRAIN. 9. 2" WIDE BLACK MARBLE TRANSITION STRIP. REFER TO DETAIL 9/A6.2. 10. FLOORING THIS AREA TO BE LAID @ 45 DEGREE ANGLE. 11. 3" WIDE VINYL FLOOR ACCENT BAND. MANNINGTON FLOOR VINYL. COLOR FV -3. 12. 2-1/2" WIDE WATER DAM. REFER TO DETAILS H/FS-5 AND 10/A6.2. 13. TRANSITION DIRECTION IN FLOOR HERE. 14. CONCRETE SIDEWALK - REFER TO CIVIL DRAWINGS FOR CONTINUATION AND LAYOUT. 15. 4" WALK-IN FREEZER FLOOR. A1.2 LEGEND 100 ROOM IDEN TAG. ROOM NAME INIS FINISH TAG FV -1 MANNINGTON FLOOR VINYL COLOR: "PRINCETON CHERRY" 3" WIDE PLANKS FV -2 MANNINGTON FLOOR VINYL COLOR: "TOFFEE" 4" WIDE PLANKS FV -3 COLOR: MANNINGTON FLOOR L "ALMOST 3" WIDE PLANKS -o - SC -1 - STAINED CONCRETE QT -1 - 6x6 DAL -TILE QUARRY TILE DOUBLE ABRASIVE COLOR: ADOBE BROWN W/ MAPEI EPDXY GROUT, COLOR: #45 MOCHA CT -1 -EMIL WATERFALLS 13" X 13" BROWN VICTORIA Seal ``OXIIIIII///// � ,ACS ,S .• -r ° o No. AR 11100018 : e STATE OF ° ti •°°6ey�IA�;a ��` NOV 3 0 2012 DP3 ARCHITECTS DP3 ARCHmmn, LTD. 211 Ead Broad Street Oroenvft 8C 39901 T. 884282A= F. 994.289.7687 www.DP3aroh11sats corn Project •OUTBA • • S T E A K HOUSE • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By MHT Checked By BST Date 28 NOV 12 Revisions Drawing Floor Finish Plan FLOOR FINISH PLAN 1/4"=1'-0" Al m2 0 cc c N c 0 2 E c O t O O. 0 A ca C O N c M H J V N L q- 0 0 Q. (D a) M C t� 25 25 1/4"=V-0" R 9 1 23 0 ;. g �I o 25 26 15 10 r71 IL J 12 4 7I 8 IL J 14 F - - - I - 2O / I I 26 25 3 3 0 4 25 4 16 A1.3 KEY NOTES OSINGLE PLY MEMBRANE ROOF SYSTEM. REFER TO SPECIFICATION SECTION 07530. 2. HVAC ROOF TOP UNIT. REFER TO MECHANICAL DRAWINGS. 3. METAL COPING. PRE -FINISHED TO MATCH ADJACENT WALL COLOR. 4. STANDING SEAM METAL ROOFING. 5. WINDOW CANOPY. REFER TO DETAIL 10/A7.5 6. CRICKET. TYPICAL. 7. NOT USED. 8. EXHAUST FAN. REFER TO MECHANICAL DRAWINGS. 9. THRU-WALL SCUPPER WITH COLLECTOR AND DOWNSPOUT. REFER TO DETAIL 2/A1.3. 10. ROOF TOP CONDENSER UNITS. REFER TO MECHANICAL DRAWINGS. 11. EXHAUST VENTS FOR WATER HEATER. REFER TO PLUMBING DRAWINGS. 12. ROOF HATCH. REFER TO SPECIFICATION SECTION 07720 AND DETAILS SHEET A9.0. 13. EXHAUST GOOSENECK FOR RESTROOM EXHAUST FAN. 14. GREASE ABSORPTION UNIT MANUFACTURED BY GREASE GUARD XD. CONTACT 1 800 913 7034. 15. 4x4 TREATED SLEEPERS. WRAP BOTTOM AND SIDES IN ADDITIONAL LAYER OF ROOF MEMBRANE. 16. STANDING SEAM RIDGE CAP TO MATCH ROOFING. 17. SINGLE PLY ROOF MEMBRANE RUN CONTINUOUS OVER TOP OF PARAPET WALL AND TERMINATE UNDER COPING. OVER METAL DECK AND RIGID INSULATION ROOF STRUCTURE. INSTALL PER ROOF MANUFACTURERS REQUIREMENTS. 18. METAL STUD WALL, REFER TO STRUCTURAL DRAWINGS AND NOTED FLOOR PLAN FOR DETAILS. 19. BRICK VENEER. 20. 1" RIGID INSULATION. 21. THROUGH WALL SCUPPER INSERT. 22. 2x TREATED BLOCKING. 23. 8X16 OVERFLOW SCUPPER. REFER TO DETAIL 3/A1.3. 24. SEALANT. 25. LIGHT FIXTURE. REFER TO ELECTRICAL DRAWINGS AND EXTERIOR ELEVATIONS. 26. METAL GUTTER AND DOWNSPOUT, TIE INTO STORMWATER SYSTEM REFER TO CIVIL DRAWINGS. 27. METAL ROOF CRICKET. 28. EXTERIOR WALL BELOW. SEE EXTERIOR ELEVATIONS. 29. 1/2" EXTERIOR SHEATHING. Seal 0111111///S. :No. AR 11100018 0 STATE OF • H IT NOV 3 0 2012 DP3 ARCHITECTS DP9 ARWTECTS, LTD. 211 East Broad Stmd GrOWPAN% SC 29601 T. 884".8200 F. 884.=.7887 www.DP9Wnhm1sn1@ no - Project O DOWN 1 :OUTEA • >1• S T E A K HOUSE • 6 3 25 Outback Steakhouse Carmel, IN 6> DOWN Store # 1513 DOWN 7N K27 O O O � I Project Number 11242 Drawn By MHT 3 _ I Checked By BST Date 28NOV 12 Revisions THRU-WALL SCUPPER DETAIL 1 "=1'-0" OVERFLOW SCUPPER DETAIL 1 "=V-0" Drawing Roof Pian A1.3 > „, > - - - -- - - - - 15 10 r71 IL J 12 4 7I 8 IL J 14 F - - - I - 2O / I I 26 25 3 3 0 4 25 4 16 A1.3 KEY NOTES OSINGLE PLY MEMBRANE ROOF SYSTEM. REFER TO SPECIFICATION SECTION 07530. 2. HVAC ROOF TOP UNIT. REFER TO MECHANICAL DRAWINGS. 3. METAL COPING. PRE -FINISHED TO MATCH ADJACENT WALL COLOR. 4. STANDING SEAM METAL ROOFING. 5. WINDOW CANOPY. REFER TO DETAIL 10/A7.5 6. CRICKET. TYPICAL. 7. NOT USED. 8. EXHAUST FAN. REFER TO MECHANICAL DRAWINGS. 9. THRU-WALL SCUPPER WITH COLLECTOR AND DOWNSPOUT. REFER TO DETAIL 2/A1.3. 10. ROOF TOP CONDENSER UNITS. REFER TO MECHANICAL DRAWINGS. 11. EXHAUST VENTS FOR WATER HEATER. REFER TO PLUMBING DRAWINGS. 12. ROOF HATCH. REFER TO SPECIFICATION SECTION 07720 AND DETAILS SHEET A9.0. 13. EXHAUST GOOSENECK FOR RESTROOM EXHAUST FAN. 14. GREASE ABSORPTION UNIT MANUFACTURED BY GREASE GUARD XD. CONTACT 1 800 913 7034. 15. 4x4 TREATED SLEEPERS. WRAP BOTTOM AND SIDES IN ADDITIONAL LAYER OF ROOF MEMBRANE. 16. STANDING SEAM RIDGE CAP TO MATCH ROOFING. 17. SINGLE PLY ROOF MEMBRANE RUN CONTINUOUS OVER TOP OF PARAPET WALL AND TERMINATE UNDER COPING. OVER METAL DECK AND RIGID INSULATION ROOF STRUCTURE. INSTALL PER ROOF MANUFACTURERS REQUIREMENTS. 18. METAL STUD WALL, REFER TO STRUCTURAL DRAWINGS AND NOTED FLOOR PLAN FOR DETAILS. 19. BRICK VENEER. 20. 1" RIGID INSULATION. 21. THROUGH WALL SCUPPER INSERT. 22. 2x TREATED BLOCKING. 23. 8X16 OVERFLOW SCUPPER. REFER TO DETAIL 3/A1.3. 24. SEALANT. 25. LIGHT FIXTURE. REFER TO ELECTRICAL DRAWINGS AND EXTERIOR ELEVATIONS. 26. METAL GUTTER AND DOWNSPOUT, TIE INTO STORMWATER SYSTEM REFER TO CIVIL DRAWINGS. 27. METAL ROOF CRICKET. 28. EXTERIOR WALL BELOW. SEE EXTERIOR ELEVATIONS. 29. 1/2" EXTERIOR SHEATHING. Seal 0111111///S. :No. AR 11100018 0 STATE OF • H IT NOV 3 0 2012 DP3 ARCHITECTS DP9 ARWTECTS, LTD. 211 East Broad Stmd GrOWPAN% SC 29601 T. 884".8200 F. 884.=.7887 www.DP9Wnhm1sn1@ no - Project O DOWN 1 :OUTEA • >1• S T E A K HOUSE • 6 3 25 Outback Steakhouse Carmel, IN 6> DOWN Store # 1513 DOWN 7N K27 O O O � I Project Number 11242 Drawn By MHT 3 _ I Checked By BST Date 28NOV 12 Revisions THRU-WALL SCUPPER DETAIL 1 "=1'-0" OVERFLOW SCUPPER DETAIL 1 "=V-0" Drawing Roof Pian A1.3 We. 3 A1.4 FNI ARGFD DUMPSTER ENCLOSURE PLAN 1/2" = 1'-0" V O A1.4 A1.4 DUMPSTER GATE ELEVATION 1/2" = V-0" PERSONNEL ACCESS GATE DUMPSTER GATE GATE LATCH DETA NTS Ul 0 1" = 1'-0" T DET. 1' _ V-0" DETAI DUMPSTER ENCLOSURE ELEVATION 1/2" = 1'-0" DUMPSTER ENCLOSURE SIDE ELEVATION 1/2" = V-0" DUMPSTER W 1"= 1'-0" 0 1" = 1'-0" R WALL SEQTI A1.5 SERIES GENERAL NOTES A. ALL DIMENSIONS ARE FROM FACE OF MASONRY UNLESS OTHERWISE NOTED. B. REFER TO EXTERIOR AND INTERIOR ELEVATIONS FOR FINISHES. A1.5 KEY NOTES OCONTINUOUS 2x BLOCKING.TREATED 2. 8" BOND BEAM. REFER TO STRUCTURAL DRAWINGS. 3. SPLIT -FACE BLOCK, CMU -1, WITH PRECAST WATER TABLE CAP. 4. FINISH GRADE OR PAVEMENT. 5. CONCRETE DUMPSTER PAD OVER GRAVEL. SLOPE TO DRAIN. REFER TO STRUCTURAL DRAWINGS. 6. 8'-0" CMU WALL. REFER TO 3/S4.0 FOR STRUCTURAL INFO. 7. (2) CANE BOLTS. STANLEY #CD1009. 8. ALUMINUM CAP FLASHING. SLOPE TO SERVICE YARD INTERIOR. PRE -FINISHED COLOR TO MATCH ADJACENT WALL COLOR. 9. STANLEY BARREL BOLT #CD1078-6. 10. FOUNDATION. REFER TO STRUCTURAL DRAWINGS. 11. CONCRETE ROUNDED TOP. PAINT. 12. 6" DIAMETER STANDARD STEEL PIPE BOLLARD. SOLID FILL WITH CONCRETE. PAINT. 13. MINIMUM 18" DIAMETER CONCRETE FOOTING TO MINIMUM 6" BELOW BOTTOM OF PIPE. 14. (3) GALVANIZED STEEL COLLARS. WELD TO GATE ANGLE FRAMING. PAINT. 15. 6" DIAMETER GALVANIZED PIPE GATE POST. SOLID FILL WITH CONCRETE. PAINT. 16. DUMPSTER ENCLOSURE GATE. 17. TS 3x2xl/4 STANDARD STEEL FRAME. WELD ALL JOINTS, GRIND SMOOTH. 18. 1" GALVANIZED METAL ROOF DECKING. 19. 3x2x1 /4 STANDARD STEEL ANGLE. WELD ALL JOINTS, GRIND SMOOTH. 20. GALVANIZED STEEL COLLAR WELDED TO STEEL GATE POST. 21. 3/4" DIAMETER SOLID STEEL THROW BOLT WITH 6" PULL HANDLE. 22. 3x1/4 STEEL PLATE WELDED TO METAL DECK. 23. Y4" STEEL STOCK. WELD TO METAL PLATE. GRIND SMOOTH. 24. ACCESS GATE. 25. FLOOR DRAIN. TIE INTO GREASE TRAP. REFER TO CIVIL DRAWINGS. 26. 6" CMU WALL TO 8'-0" A.F.F. ATTACH TO WALL WITH NON -CORROSIVE WALL TIES @ 16" O.C. VERTICALLY AND HORIZONTALLY. 27, MODULAR RED BRICK, BR -1, RUNNING BOND. 28. CONTINUOUS SEALANT. 29. FLASHING. PRE -FINISHED COLOR TO MATCH WALL COLOR. 30. CONTINUOUS SEALANT WITH CLOSED CELL BACKER ROD AND WEEP TUBES 24" O.C. 31. (4) 3/4" DIAMETER 4" DEEP HOLE IN TRASH ENCLOSURE SLAB FOR CANE BOLTS. GC TO COORDINATE LOCATION WITH CANE BOLTS ON ENCLOSURE GATES. PROVIDE AT CLOSED AND OPEN POSITIONS. 32. LINE OF TRASH DUMPSTER. 33. 6" PRECAST CONCRETE CAP. 34. 1" DIAMETER HOLE DRILLED INTO GATE POST. COORDINATE LOCATION WITH MOUNTING HEIGHT OF ACCESS GATE THROW BOLT.. 35. WEEP HOLES SPACED 32" O.C. HORIZONTAL. 36. CONTINUOUS THROUGH WALL FLASHING. 37. STANDING SEAM METAL ROOF SYSTEM OVER 1 1/2" METAL DECKING. 38. STEEL JOIST REFER TO STRUCTURAL, PAINT JOIST AND UNDERSIDE OF EXPOSED METAL DECKING WITH 1 COAT OF PRIMER AND 2 COATS OF GLOSS BLACK EPDXY PAINT. 39. CONTINUOUS EDGE FLASHING AND DRIP EDGE, COLOR TO MATCH ROOF. 40. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL COLOR TO MATCH ROOF. 41. EXTERIOR GRADE SHEATHING OVER METAL STUD FRAMING. 42. METAL GUTTER AND DOWN SPOUT TIE INTO STORMWATER SYSTEM. 43. STEEL BEAM REFER TO STRUCTURAL. 44. STEEL COLUMN REFER TO STRUCTURAL, PAINTED TO MATCH EIFS 45. METAL FLASHING AND COUNTER FLASHING, COLOR TO MATCH ROOF. 46. 1/2" EXPANSION JOINT. 47. REFER TO INTERIOR ELEVATIONS FOR INTERIOR WALL FINISH DETAILS. 48. THRU-WALL FLASHING WITH WEEPS AND SOLID GROUT BELOW. 49. METAL STUD FRAMING. REFER TO STRUCTURAL DRAWINGS AND NOTED FLOOR PLAN FOR DETAILS. 50. EXTERIOR GRADE SHEATHING. REFER TO STRUCTURAL DRAWINGS. 51. 1" RIGID INSULATION. 52. 6" BOND BEAM. REFER TO STRUCTURAL DRAWINGS. Seal `011111t//,/� S'. T/40 � oy�\P��'►STF9c0.9�1 �� No. AR 11100018 • STATE OF y � ° � '• �'�D J ANP .•° � NOV 3 0 2012 DP3 ARCHITECTS DP9 mmffECTe. LTD. 211 Ead Broad Strost Gnwfvvft SC 29W1 T.984.29QMM F. 064.M.7597 www.DPBarahil Oom Project • • T • • S T EA K H O U S E • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By LJD Checked By BST Date 28 NOV 12 Revisions Drawing Dumpster Details A1.4 U tQ c w N L c .4 w 0 t L Q% Z c co 9 39 N L C: cv O H J N U L ch a- 0 0 O Ia. 0 J__ N co CU cl 0 0 REFLECTED CEILING PLAN 1/4"=1'-0" Gbl 1 (•I�1 CHANDELIER A AND B MOUNTING LOCATIONS 1/4"=V-0" I— _ F i A2.0 GENERAL NOTES A. DIMENSIONS ON THIS SHEET ARE FROM FACE OF FINISH TO FACE OF FINISH. GENERAL CONTRACTOR AND ELECTRICAL CONTRACTOR TO COORDINATE LIGHT LOCATIONS WITH SEATING LAYOUT (REFER TO FOOD SERVICE DRAWINGS). PENDANT LIGHT OVER TABLES ARE TO BE CENTERED ON TABLE. B. VERIFY LOCATION AND TYPES OF EACH FIXTURE WITH ELECTRICAL DRAWINGS. C. PAINT LIGHT TRIM, MUZAK COVERS, HVAC GRILLS AND PORCH FIXTURES TO MATCH CEILING. D. VERIFY LOCATION AND TYPE OF HVAC FIXTURES WITH MECHANICAL DRAWINGS. E. SPRINKLER HEADS ARE NOT SHOWN ON THIS PLAN. F. CAULK CEILING GRID ANGLE TO FRP IN KITCHEN WITH CLEAR SILICONE. G. ALL "SP -1" FIXTURES TO BE POSITIONED 20" OFF WALL TO CENTER OF FIXTURE. H. ALL LIGHTING DIMENSIONS ARE TO BE COORDINATED IN THE FIELD WITH AS BUILT CONDITIONS. I. FOR PENDANT LIGHT MOUNTING HEIGHTS, REFER TO INTERIOR ELEVATIONS. A2.0 KEY NOTES 1. EXHAUST HOOD. 2. ROOF ACCESS LADDER. 3. NO CEILING. 4. 4'-0" TRACK FOR LIGHTS AT THE WALL DIVIDER ART WORK. TYPICAL. 5. FACE OF LOW WALLS BELOW. REFER TO FLOOR PLAN A1.1. 6. COOLER/FREEZER ASSEMBLIES HAVE PRE -FINISHED CEILINGS. 7. AREA OF STACKED WALL. REFER TO DETAIL 2/A6.1. 8. PORCH RAFTER. REFER TO STRUCTURAL DRAWINGS. 9. CHANDELIER BY OWNER AND INSTALLED BY GC. REFER TO FS DRAWINGS. 10. WAITING AREA CHANDELIER SUPPLIED BY OWNER AND INSTALLED BY GC. REFER TO FS DRAWINGS. 11. PATIO AREA STRAND LIGHTS. 12. 24" X 24" RECESSED CEILING ACCESS PANEL, DOOR LINED WITH WOOD CEILING FOR CONCEALED & FLUSH INSTALLATION. PROVIDE Y" PLYWOOD DECKING ABOVE 13. TRANSFER DUCT 14. CENTER FIXTURE IN FINISHED CEILING. Seal e011111f//// S. TK �¢ P�GISTcR�O 'S'tS� i' s :NO. AR 1110001111 = 1 • STATE OF • ° CHIITEG r ° �\\\ NOV 3 0 2012 A2.0 DRAWING LEGEND DP3 �( SUPPLY REGISTERS ARCHITECTS RETURN AIR REGISTERS ©DP9 ARCH"W I o, LTD. EXHAUST FAN 2111 Ead Broad Sheat GrOWN111119. 8C 29W1 T. 9".M.8200 F.89CM.7697 2x4 FLUORESCENT LIGHT FIXTURE WWW. Dfliftnee'0m 2x4 FLUORESCENT LIGHT FIXTURE WITH Project EMERGENCY BATTERY PACK 11 1x4 FLUORESCENT LIGHT FIXTURE ® EXIT LIGHT ® WALL MOUNTED EMERGENCY LIGHT. EXTERIOR WALL MOUNTED LIGHT. INTERIOR WALL MOUNTED LIGHT. OPENDANT LIGHT. DOWNLIGHT •-O SPOT LIGHT CEILING FAN WITH LIGHT. SUPPORT WITH 3/8" ALL THREAD ROD FROM ABOVE. 2'X 4' CEILING GRID PIA LIGHT*TYPE GYPSUM BOARD CEILING PAINT P-9 U.N.O. WOOD CEILING • • • STEAK H O U S E • Outback Steakhouse Carmel, IN Store # 1513 Project Number Drawn By Checked By Date Revisions Drawing Reflected Ceiling Plan A2.0 11242 MHT BST 28 NOV 12 GRID START POINT LIGHTS EXTERIOR EMERGENCY n LJ EXTERIOR WALL PACK LIGHT —� — TRACK LIGHT •-O SPOT LIGHT CEILING FAN WITH LIGHT. SUPPORT WITH 3/8" ALL THREAD ROD FROM ABOVE. 2'X 4' CEILING GRID PIA LIGHT*TYPE GYPSUM BOARD CEILING PAINT P-9 U.N.O. WOOD CEILING • • • STEAK H O U S E • Outback Steakhouse Carmel, IN Store # 1513 Project Number Drawn By Checked By Date Revisions Drawing Reflected Ceiling Plan A2.0 11242 MHT BST 28 NOV 12 O4EL ARGEDEMPLOYEERESTROOMFLOORPLAN A2> -7j /60X60 QA -4 60X6 TA -5 CLEAR TA -1 TA -4 8 TA -1VA3.0 A3.0 TA -7 ENLARGED PUBLIC RESTROOM FLOOR PLAN 1/2"=V-0" 3/8"=1'-0" P-9 1 2 6 ' 0" r P-9 1 2 rNr c �`� F P-9 4 2 8 SANITARY NAPKIN / �O Contura Series Surface -Mounted Sanitary Napkin $ �� M O DISPOSAL _ B-270 m 3-13/16"D SANITARY SEAT COVER P-9 Contura Series Surface -Mounted Seat -Cover Bobrick 87 11-1/4"H, 15-3/4"W, DISPENSER B-4221 N SOAP DISPENSER TA -3 Contura Series Surface -Mounted Soap B-4112 Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 rp TOILET PAPER DISPENSER 3 Contura Series Surface -Mounted Multi -Roll Toilet Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 11 "H, 6-1/16"W, 0 Tissue 8-4288 5-15/16"D GRAB BAR - 36" L 1-1/2" Diameter Stainless Steel Grab Bars with Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 36" HORIZONTAL 9 8 Snap Flange B-6806 GRAB BAR - 42" TA -6 Snap Flange B-6806 Bobrick O 42" HORIZONTAL GRAB BAR - 18" TA -7 Q Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 18" VERTICAL L r Snap Flange B-6806 OT -1 0 r EMPLOYEE RR Tilt Mirror With Stainless Steel Frame Bobrick C:3 0 3/8"=1'-0" u� N � c 14 Contura Series Surface -Mounted Paper Towel Bobrick 0 P9 Dispenser B-4262 J BABY CHANGING TABLE C Horizontal Surface -Mounted Plastic Finish Koala Kare Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 20"H, 35 1/4"W, 19 1/4"D WITH LINERS Baby Changing Station KB200-00ST CREAM s TA -11 Wilsonart Laminate #7959K-78 "Hampton Walnut" --- Panel Center (614) 274-6000 d Premium Aeon 6 M IL TA -12 BY MILLWORK 0 CONTRACTOR 0 TA -13 Contura Series Surface -Mounted Paper Towel Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 56-3/8"H, 17-9/16"W, 9-1/8"D WASTE RECEPTACLE Dispenser/Waste Receptacle Unit B-43949 SOAP DISPENSER TA -14 Lavatory Mounted Liquid Soap Dispenser 4503.115 American 3 1/4"H, 3 1/4"W Standard O LAVATORY TA -15 Studio Carre undercounter sink American 13.5" x 13.5" x 4.75"; FAUCET MOEN CL Standard WATERHILL-S411 WITH S5411 EXT. LAVATORY TA -16 Small ADA Lucerne 0356.421 American t $ i t0 TA -17 TOILET SPEC HERE American 9 rn Standard 11 MEN'S ROOM ELEVATION 5 3/8"=1'-0" V d U A2> -7j /60X60 QA -4 60X6 TA -5 CLEAR TA -1 TA -4 8 TA -1VA3.0 A3.0 TA -7 ENLARGED PUBLIC RESTROOM FLOOR PLAN 1/2"=V-0" 3/8"=1'-0" P-9 1 2 6 ITEM r P-9 1 2 rNr P-9 2 �`� F P-9 4 2 8 SANITARY NAPKIN / �O Contura Series Surface -Mounted Sanitary Napkin 6 �� M 10"H, 7-1/2"W, DISPOSAL _ B-270 m 3-13/16"D SANITARY SEAT COVER TA -2 Contura Series Surface -Mounted Seat -Cover Bobrick 87 11-1/4"H, 15-3/4"W, DISPENSER B-4221 G� SOAP DISPENSER TA -3 Contura Series Surface -Mounted Soap B-4112 Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 rp TOILET PAPER DISPENSER TA -4 Contura Series Surface -Mounted Multi -Roll Toilet Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 11 "H, 6-1/16"W, Tissue 8-4288 5-15/16"D GRAB BAR - 36" 8 1-1/2" Diameter Stainless Steel Grab Bars with Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 36" HORIZONTAL 9 8 Snap Flange B-6806 GRAB BAR - 42" TA -6 Snap Flange B-6806 Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 42" HORIZONTAL 11 11 11 1 WOMEN'S ROOM ELEVATION 3/8"=1'-0" FACE OF FINISHED WALL 3'-4" FACE OF FINISHED WALL - 1 1/4"-1 1/2" 3'-6" _ O.D. GRAB iq BAR TYP.:i 31-0" 3'-0" r D - TOILET 'PAPER TOP OF SE o `? o TOP OF SEAT C14 ih - 1 `_9 N FINISHED / FLOOR P-9 2 <6 A-1 A-1 A-1 7 5 A3.0 11 A3.0 SIM I A-1 s MEN'SROOM ELEVATION F_ A-1 11 A3.0 8 A3.0 9 A3.0 i 1` i fL INTERIOR FINISH SCHEDULE WT -1 Ergon Green Tech - 12"x24" Sand WT_2 Sassuolo Stone Metallic - Slim Tess Brown 12"x12" Wall Accent (Mosaic Tile) WT -3 Sassuolo Stone Metallic - Bordo Brown 4.25"08" Wall Accent (1x2 Mosaic) FT -1 13" x 13" Emil Waterfalls Brown Victoria P-9 Benjamin Moore "Adobe Beige" 1128 Restroom Ceiling. Sherwin Williams "A La Mode" SW7116, Eggshell Finish CRT -1 Corian "Hickory Smoke" PROVIDE SCHLUTER EDGE TRIM AT ALL CORNERS (BRUSHED NICKEL) Schluter& Brushed Nickel For ceramic tile, contact: Cove - DILEX-AHK 1 S 125 ATGD Ceramic Techniques Top Cap Trim - SHIENE A125 ATG8 Harriet Rosenzweig Outside Corners - RONDEC R0125 ATGB phone: (8 13) 714-4603 cell: (813) 433-7413 fax: (813) 908-0292 hrosenzweig@ceramictechnics.com GROUT -Maple Navajo Brown #35 Sanded Grout A3.0 GENERAL NOTES A. DIMENSIONS ON THIS DRAWING ARE FROM STUD TO STUD. UNLESS NOTED OTHERWISE B. ALL WALLS IN RESTROOM SHALL HAVE MOISTURE RESISTANT GYPSUM BOARD TO MEET DUROCK AT 5-0" AFF UNLESS NOTED OTHERWISE. C. REFER TO REFLECTED CEILING PLAN FOR CEILING HEIGHTS AND FINISHES. D. REFER TO FINISH SCHEDULE FOR LIST OF FINISHES. A3.0 KEY NOTES 1. TOILET PARTITION HIDDEN FOR CLARITY. 2. 5/8" MOISTURE RESISTANT GYPSUM BOARD. 3. GYPSUM BOARD SOFFIT AT 8'-0" A.F.F. REFER TO DETAIL 15/A3.0. 4. 1 X6 CLEAR OAK TRIM MIRROR SURROUND WITH ROUGH FINISH AND MITERED CORNERS. STAIN S-1. PROVIDED BY MILLWORK CONTRACTOR. 5. MIRROR. 6. WT -3 TILE BAND. REFER TO 12/A3.0 7. WT -2. 8. TILE WAINSCOT. REFER TO DETAIL 12/A3.0. 9. PROVIDE INSULATED JACKET OVER ALL EXPOSED UNDER VANITY/ LAVATORY PIPING. 10. 5/8" CEMENTITIOUS BACKER BOARD BEHIND TILE. 11. SCHLUTER "JOLLY" OUTSIDE CORNER TRIM. BRUSHED NICKEL. 12. SCHLUTER "DILEX-HKW HKWU9-09 " INSIDE CORNER AND COVE BASE TRIM. BRUSHED NICKEL. 13. SCHLUTER "SCHIENE M80" TOP CAP TRIM. BRUSHED NICKEL. 14. DOWNLIGHT, TOILET ACCESSORY SCHEDULE ITEM " rNr MANUFACTURER �`� F NOTES SANITARY NAPKIN TA -1 Contura Series Surface -Mounted Sanitary Napkin Bobrick �� M 10"H, 7-1/2"W, DISPOSAL _ B-270 m 3-13/16"D SANITARY SEAT COVER TA -2 s MEN'SROOM ELEVATION F_ A-1 11 A3.0 8 A3.0 9 A3.0 i 1` i fL INTERIOR FINISH SCHEDULE WT -1 Ergon Green Tech - 12"x24" Sand WT_2 Sassuolo Stone Metallic - Slim Tess Brown 12"x12" Wall Accent (Mosaic Tile) WT -3 Sassuolo Stone Metallic - Bordo Brown 4.25"08" Wall Accent (1x2 Mosaic) FT -1 13" x 13" Emil Waterfalls Brown Victoria P-9 Benjamin Moore "Adobe Beige" 1128 Restroom Ceiling. Sherwin Williams "A La Mode" SW7116, Eggshell Finish CRT -1 Corian "Hickory Smoke" PROVIDE SCHLUTER EDGE TRIM AT ALL CORNERS (BRUSHED NICKEL) Schluter& Brushed Nickel For ceramic tile, contact: Cove - DILEX-AHK 1 S 125 ATGD Ceramic Techniques Top Cap Trim - SHIENE A125 ATG8 Harriet Rosenzweig Outside Corners - RONDEC R0125 ATGB phone: (8 13) 714-4603 cell: (813) 433-7413 fax: (813) 908-0292 hrosenzweig@ceramictechnics.com GROUT -Maple Navajo Brown #35 Sanded Grout A3.0 GENERAL NOTES A. DIMENSIONS ON THIS DRAWING ARE FROM STUD TO STUD. UNLESS NOTED OTHERWISE B. ALL WALLS IN RESTROOM SHALL HAVE MOISTURE RESISTANT GYPSUM BOARD TO MEET DUROCK AT 5-0" AFF UNLESS NOTED OTHERWISE. C. REFER TO REFLECTED CEILING PLAN FOR CEILING HEIGHTS AND FINISHES. D. REFER TO FINISH SCHEDULE FOR LIST OF FINISHES. A3.0 KEY NOTES 1. TOILET PARTITION HIDDEN FOR CLARITY. 2. 5/8" MOISTURE RESISTANT GYPSUM BOARD. 3. GYPSUM BOARD SOFFIT AT 8'-0" A.F.F. REFER TO DETAIL 15/A3.0. 4. 1 X6 CLEAR OAK TRIM MIRROR SURROUND WITH ROUGH FINISH AND MITERED CORNERS. STAIN S-1. PROVIDED BY MILLWORK CONTRACTOR. 5. MIRROR. 6. WT -3 TILE BAND. REFER TO 12/A3.0 7. WT -2. 8. TILE WAINSCOT. REFER TO DETAIL 12/A3.0. 9. PROVIDE INSULATED JACKET OVER ALL EXPOSED UNDER VANITY/ LAVATORY PIPING. 10. 5/8" CEMENTITIOUS BACKER BOARD BEHIND TILE. 11. SCHLUTER "JOLLY" OUTSIDE CORNER TRIM. BRUSHED NICKEL. 12. SCHLUTER "DILEX-HKW HKWU9-09 " INSIDE CORNER AND COVE BASE TRIM. BRUSHED NICKEL. 13. SCHLUTER "SCHIENE M80" TOP CAP TRIM. BRUSHED NICKEL. 14. DOWNLIGHT, TOILET ACCESSORY SCHEDULE ITEM ITEM NO. ITEM/MANUFACTURER NO. MANUFACTURER CONTACT NOTES SANITARY NAPKIN TA -1 Contura Series Surface -Mounted Sanitary Napkin Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 10"H, 7-1/2"W, DISPOSAL B-270 m 3-13/16"D SANITARY SEAT COVER TA -2 Contura Series Surface -Mounted Seat -Cover Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 11-1/4"H, 15-3/4"W, DISPENSER B-4221 2-3/16"D SOAP DISPENSER i fL INTERIOR FINISH SCHEDULE WT -1 Ergon Green Tech - 12"x24" Sand WT_2 Sassuolo Stone Metallic - Slim Tess Brown 12"x12" Wall Accent (Mosaic Tile) WT -3 Sassuolo Stone Metallic - Bordo Brown 4.25"08" Wall Accent (1x2 Mosaic) FT -1 13" x 13" Emil Waterfalls Brown Victoria P-9 Benjamin Moore "Adobe Beige" 1128 Restroom Ceiling. Sherwin Williams "A La Mode" SW7116, Eggshell Finish CRT -1 Corian "Hickory Smoke" PROVIDE SCHLUTER EDGE TRIM AT ALL CORNERS (BRUSHED NICKEL) Schluter& Brushed Nickel For ceramic tile, contact: Cove - DILEX-AHK 1 S 125 ATGD Ceramic Techniques Top Cap Trim - SHIENE A125 ATG8 Harriet Rosenzweig Outside Corners - RONDEC R0125 ATGB phone: (8 13) 714-4603 cell: (813) 433-7413 fax: (813) 908-0292 hrosenzweig@ceramictechnics.com GROUT -Maple Navajo Brown #35 Sanded Grout A3.0 GENERAL NOTES A. DIMENSIONS ON THIS DRAWING ARE FROM STUD TO STUD. UNLESS NOTED OTHERWISE B. ALL WALLS IN RESTROOM SHALL HAVE MOISTURE RESISTANT GYPSUM BOARD TO MEET DUROCK AT 5-0" AFF UNLESS NOTED OTHERWISE. C. REFER TO REFLECTED CEILING PLAN FOR CEILING HEIGHTS AND FINISHES. D. REFER TO FINISH SCHEDULE FOR LIST OF FINISHES. A3.0 KEY NOTES 1. TOILET PARTITION HIDDEN FOR CLARITY. 2. 5/8" MOISTURE RESISTANT GYPSUM BOARD. 3. GYPSUM BOARD SOFFIT AT 8'-0" A.F.F. REFER TO DETAIL 15/A3.0. 4. 1 X6 CLEAR OAK TRIM MIRROR SURROUND WITH ROUGH FINISH AND MITERED CORNERS. STAIN S-1. PROVIDED BY MILLWORK CONTRACTOR. 5. MIRROR. 6. WT -3 TILE BAND. REFER TO 12/A3.0 7. WT -2. 8. TILE WAINSCOT. REFER TO DETAIL 12/A3.0. 9. PROVIDE INSULATED JACKET OVER ALL EXPOSED UNDER VANITY/ LAVATORY PIPING. 10. 5/8" CEMENTITIOUS BACKER BOARD BEHIND TILE. 11. SCHLUTER "JOLLY" OUTSIDE CORNER TRIM. BRUSHED NICKEL. 12. SCHLUTER "DILEX-HKW HKWU9-09 " INSIDE CORNER AND COVE BASE TRIM. BRUSHED NICKEL. 13. SCHLUTER "SCHIENE M80" TOP CAP TRIM. BRUSHED NICKEL. 14. DOWNLIGHT, TOILET ACCESSORY SCHEDULE ITEM ITEM NO. ITEM/MANUFACTURER NO. MANUFACTURER CONTACT NOTES SANITARY NAPKIN TA -1 Contura Series Surface -Mounted Sanitary Napkin Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 10"H, 7-1/2"W, DISPOSAL B-270 m 3-13/16"D SANITARY SEAT COVER TA -2 Contura Series Surface -Mounted Seat -Cover Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 11-1/4"H, 15-3/4"W, DISPENSER B-4221 2-3/16"D SOAP DISPENSER TA -3 Contura Series Surface -Mounted Soap B-4112 Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 6-1/8"H, 7W, 2-9/16"D TOILET PAPER DISPENSER TA -4 Contura Series Surface -Mounted Multi -Roll Toilet Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 11 "H, 6-1/16"W, Tissue 8-4288 5-15/16"D GRAB BAR - 36" TA -5 1-1/2" Diameter Stainless Steel Grab Bars with Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 36" HORIZONTAL Snap Flange B-6806 GRAB BAR - 42" TA -6 Snap Flange B-6806 Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 42" HORIZONTAL GRAB BAR - 18" TA -7 1-1/2" Diameter Stainless Steel Grab Bars with Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 18" VERTICAL Snap Flange B-6806 TILTED MIRROR TA -8 Tilt Mirror With Stainless Steel Frame Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 36"H, 18"W, 4"D B-293 1836 PAPER TOWEL DISPENSER TA -9 Contura Series Surface -Mounted Paper Towel Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 Dispenser B-4262 BABY CHANGING TABLE TA -10 Horizontal Surface -Mounted Plastic Finish Koala Kare Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 20"H, 35 1/4"W, 19 1/4"D WITH LINERS Baby Changing Station KB200-00ST CREAM TOILET PARTITION TA -11 Wilsonart Laminate #7959K-78 "Hampton Walnut" --- Panel Center (614) 274-6000 Premium Aeon MIRROR (PUBLIC RR) TA -12 BY MILLWORK CONTRACTOR PAPER TOWEL DISPENSER/ TA -13 Contura Series Surface -Mounted Paper Towel Bobrick Bobrick Washroom Equipment 100 Bobrick Drive Jackson, TN 38301-5625 731-424-7000 56-3/8"H, 17-9/16"W, 9-1/8"D WASTE RECEPTACLE Dispenser/Waste Receptacle Unit B-43949 SOAP DISPENSER TA -14 Lavatory Mounted Liquid Soap Dispenser 4503.115 American 3 1/4"H, 3 1/4"W Standard LAVATORY TA -15 Studio Carre undercounter sink American 13.5" x 13.5" x 4.75"; FAUCET MOEN Standard WATERHILL-S411 WITH S5411 EXT. LAVATORY TA -16 Small ADA Lucerne 0356.421 American 20.5" x 18.25" Standard TOILET TA -17 TOILET SPEC HERE American Standard P-9 2 6 P -9F 2 6 -F-971 2 6 rr U_ °° m m V 0 W _ c I�� 1 •I I ��I .= `".9 8 8 I 1 I I I I I I I I 1 I I MEN'S ROOM ELEVATION 3/8"=1'-0" P-9 P-9 2 2 6 6 T_ 1 1 Imo• I •1 8 I I I I I I I � I I I I WOMEN'S ROOM ELEVATION 3/8"=1'-0" MIRROR Z o M 1'_5•' BOTTOM OF GLASS TOILET Tq OF RIM_ PAPER If r ZF I I i Z g u I I ih 4 O l I - tl ) tV L_J N cV m N N O'l 1-6" TYPICAL MOUNTING HEIGHTS AND ADA CLEARANCES (FINISH DIMENSIONS 3/8"=1'-0" DASHED LINE INDICATES MINIMUM CLEARANCE OF OPTIONAL UNDER FIXTURE ENCLOSURE INSULATE ALL PIPES WITH HANDI LAV. GUARD INSULATION KIT BY TRUEBRO INC. A.D.A. REQUIRES THAT MOUNTING HEIGHTS BE SO LOCATED THAT THE OPERATIVE PORTION (I.E. PUSH KNOB, TOWEL SLOT, COIN SLOT, ETC...) BE NO HIGHER THAN 48" FROM THE FINISHED FLOOR. P I. 0 "v A 0 4 60 WOMEN'S ROOM ELEVATION RESTROOM ELEVATION 3/8"=V-0" STANDARD DRINKING FOUNTAIN SPOUT SHALL BE MOUNTED AT 42" A.F.F. V-5"MIN m TO SPOUT A.F.F. o Q '-8' •- w N 3/8"=1'-0" IF NO WALL SPACE IS AVAILABLE ADJACENT TO DOOR, THE SIGN SHALL BE MOUNTED ON THE NEAREST PERPENDICULAR WALL TO THE LATCH SIDE OF THE DOOR. II Il, 2" 1 0 C 1 TILED OUTSIDE CORNER 6"=1'-0" 14 CORNER AT MIRROR DETAIL RESTROOM WAINSCOT DETAIL 1-1/2"=1'-0" 2'-3" 10 SOFFIT DETAIL 3/8"=1'-0" r� Seal �'i+ doeeaeee x. OJP•P✓O.1STE�`cO.9cS� r� o No. AR 114100018. • STATE OF • A. e'•//VQiA�A //Z// Yc / l l NOV 3 0 2012 DP3 ARCHITECTS DP3 ARCHITECTS, L7D. 211 Ead 6rw4 Street Gnmw Ile, SC 29001 T.884.M.81M F.804".7WY VAMOP3erohNechLoom Project • T ACK• • S T EA K H O U S E° • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By MHT Checked By BST Date 28 NOV 12 Revisions Drawing Restroom Elevations & Details A3.0 'w rr U_ °° m m V 0 W _ c `".9 C 1 TILED OUTSIDE CORNER 6"=1'-0" 14 CORNER AT MIRROR DETAIL RESTROOM WAINSCOT DETAIL 1-1/2"=1'-0" 2'-3" 10 SOFFIT DETAIL 3/8"=1'-0" r� Seal �'i+ doeeaeee x. OJP•P✓O.1STE�`cO.9cS� r� o No. AR 114100018. • STATE OF • A. e'•//VQiA�A //Z// Yc / l l NOV 3 0 2012 DP3 ARCHITECTS DP3 ARCHITECTS, L7D. 211 Ead 6rw4 Street Gnmw Ile, SC 29001 T.884.M.81M F.804".7WY VAMOP3erohNechLoom Project • T ACK• • S T EA K H O U S E° • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By MHT Checked By BST Date 28 NOV 12 Revisions Drawing Restroom Elevations & Details A3.0 C 0 LC d E L a) CX O a) W C. L a� v ca C 0 a) T -v C ca 0 t- w U L d M 4 v- 0 L a) L ._r L A� W .N J✓� C. L% FRONT ELEVATION 1/4" = V-0" A4 SERIES GENERAL NOTES A. SIGNAGE SHOWN FOR GENERAL LOCATION ONLY. REFER TO APPROVED SIGN DRAWINGS BY SIGNAGE COMPANY. B. CONTRACTOR TO SUPPLY REQUIRED POWER AND CONFECTION TO SIGN. COORDINATE WITH SIGN CONTRACTOR. C. VERIFY SQUARE FOOTAGE REQUIREMENTS PER LOCAL ZONING ORDINANCES AND CODES. D. SEPARATE PERMIT REQUIRED FOR ALL SIGNS. E. REFER TO FINISH SCHEDULE FOR EXTERIOR FINISHES AND COLORS. A4 SERIES KEY NOTES OMODULAR RED BRICK, RUNNING BOND, BR -1. 2. BRICK COLUMN WITH 6" PRECAST CONCRETE CAP TO MATCH CMU -1. 3. EIFS EF -1. COLOR TO MATCH P-1. 4. EIFS EF -1, 4" HORIZONTAL BAND. COLOR TO MATCH P-1. 5. EIFS EF -1, CORNICE. COLOR TO MATCH P-1. 6. SPLIT FACE BLOCK, CMU -1, WITH PRECAST WATER TABLE CAP. 7. STONE VENEER. ST -1. 8. STANDING SEAM METAL ROOF. MR -1. COLOR TO MATCH P-2. 9. PRE -FINISHED METAL COPING. COLOR TO MATCH ADJACENT MATERIAL. 10. ALUMINUM STOREFRONT SF -1. 11. METAL DOOR. PAINT P-1. 12. EXTERIOR LIGHT FIXTURE. 13. SIGN SUPPLIED AND INSTALLED BY OTHERS. 14. DOWNSPOUT CONNECT TO UNDERGROUND STORM WATER SYSTEM. PAINT P-1. 15. PRE -MANUFACTURED CANVAS CANOPY. COLOR TO MATCH P-2. 16. DUMPSTER ENCLOSURE, WALLS TO MATCH BUILDING, TOP WITH 6" PRECAST CAP. 17. MODULAR RED BRICK, SOLDIER COURSE, BR -1. CORBEL TO OVERHANG FIELD BRICK BY 1/2". 18. MODULAR RED BRICK, RUNNING BOND, RECESS IN FROM FIELD BRICK 1/2". 19. ROOF LINE AND MECHANICAL EQUIPMENT BEYOND. 20. DOWNSPOUT TO UNDERGROUND SEWER SYSTEM. PAINT P-1. REFER TO CIVIL DRAWINGS. 21. OVERFLOW SCUPPER. SIDE ELEVATION 1/4" = V-0" EXTERIOR FINISH SCHEDULE ITEM ITEM NO. ITEM / MANUFACTURER # MANUFACTURER CONTACT NOTES INTEGRAL COLOR P-1 PAINT - SQUIRE HILL BUFF - BM1068 BENJAMIN MOORE METAL COPING ABOVE TO BE ATLAS INTERNATIONAL INC "CONCORD CREME" INTEGRAL COLOR P-2 PAINT -OAK GROVE - BM489 BENJAMIN MOORE STONE ST -1 STONE STRIPS COLOR: CEDAR STONE ERTH COVERINGS TAZ TILE & MARBLE INC. NO SUBSTITUTIONS 2615 PLACIDA RD. ENGLEWOOD, FL PHONE: 941-473-3730 METAL ROOFING MR -1 STANDING SEAM METAL ROOF SOUTHWEST SHEET METAL DICK GOSKE PHONE: 727-804-6122 EIFS EF -1 OUTSULATION PLUS SYSTEM DRYVIT SANDPEBBLE FINE FINISH STOREFRONT SF -1 DARK BRONZE SPLIT -FACE CMU CMU -1 COLOR: MOUNTAIN FOG CEMEX SPLIT -FACE PHONE: 1.800.99.CEMEX ARCHITECTURAL MASONRY BRICK VENEER BRA COLOR: M/S VELOUR MAROON CHEROKEE BRICK AND TILE 3250 WATERVILLE ROAD CAROLINA CERAMICS MACON, GA PHONE: 1.800.277.2745 GLU-LAM GL -1 BOOZER BEAM OR APPROVED ALTERNATE STAIN/CLEAR SEALER S-1 SEMI TRANSPARENT STAIN; YANKEE BARN, SHERWIN WILLIAMS 2 COATS SW3505 DECKSCAPES Seal `Q14 S" Ty0�9 "TE�c °••�tS� i P :No. AR 11100018' �v a STATE OF e a NOV 3 0 2012 DP3 ARCHITECTS M ARCHREM LTD. 211 &A Broad ft" Ori wwft, SC 29001 T.884.28Q.SM F. 884.282.7687 WWW. __ 00m Project Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By MHT Checked By BST Date 28 NOV 12 Revisions Drawing Exterior Elevations A4.0 c 0 td c U) N L 3 c d CL c D 0 J__ L Q.. AL' W 0 c ca c 0 T) m 0 J N s U L Q M a 0 0 0 CL of s L M 3t i� W s H s CA .c A Q 0 U SIDE ELEVATION 114f = I -U REAR ELEVATION I/,+ = I -U 19'-4" T.O. PARAPET EXTERIOR FINISH SCHEDULE ITEM ITEM NO. ITEM / MANUFACTURER # MANUFACTURER CONTACT NOTES INTEGRAL COLOR P-1 PAINT - SQUIRE HILL BUFF - BM1068 BENJAMIN MOORE METAL COPING ABOVE TO BE ATLAS INTERNATIONAL INC "CONCORD CREME" INTEGRAL COLOR P-2 PAINT -OAK GROVE - BM489 BENJAMIN MOORE STONE ST -1 STONE STRIPS COLOR: CEDAR STONE ERTH COVERINGS TAZ TILE & MARBLE INC. NO SUBSTITUTIONS 2615 PLACIDA RD. ENGLEWOOD, FL PHONE: 941-473-3730 METAL ROOFING MR -1 STANDING SEAM METAL ROOF SOUTHWEST SHEET METAL DICK GOSKE PHONE: 727-804-6122 EIFS EF -1 OUTSULATION PLUS SYSTEM DRYVIT SANDPEBBLE FINE FINISH STOREFRONT SF -1 DARK BRONZE SPLIT -FACE CMU CMU -1 COLOR: MOUNTAIN FOG CEMEX SPLIT -FACE PHONE: 1.800.99.CEMEX ARCHITECTURAL MASONRY BRICK VENEER BR -1 COLOR: M/S VELOUR MAROON CHEROKEE BRICK AND TILE 3250 WATERVILLE ROAD CAROLINA CERAMICS MACON, GA PHONE: 1.800.277.2745 GLU-LAM GL -1 BOOZER BEAM OR APPROVED ALTERNATE STAIN/CLEAR SEALER S-1 SEMI TRANSPARENT STAIN; YANKEE BARN, SHERWIN WILLIAMS 2 COATS SW3505 DECKSCAPES A4 SERIES GENERAL NOTES A. SIGNAGE SHOWN FOR GENERAL LOCATION ONLY. REFER TO APPROVED SIGN DRAWINGS BY SIGNAGE COMPANY. B. CONTRACTOR TO SUPPLY REQUIRED POWER AND CONFECTION TO SIGN. COORDINATE WITH SIGN CONTRACTOR. C. VERIFY SQUARE FOOTAGE REQUIREMENTS PER LOCAL ZONING ORDINANCES AND CODES. D. SEPARATE PERMIT REQUIRED FOR ALL SIGNS. E. REFER TO FINISH SCHEDULE FOR EXTERIOR FINISHES AND COLORS. A4 SERIES KEY NOTES OMODULAR RED BRICK, RUNNING BOND, BR -1. 2. BRICK COLUMN WITH 6" PRECAST CONCRETE CAP TO MATCH CMU -1. 3. EIFS EF -1. COLOR TO MATCH P-1. 4. EIFS EF -1, 4" HORIZONTAL BAND. COLOR TO MATCH P-1. 5. EIFS EF -1, CORNICE. COLOR TO MATCH P-1. 6. SPLIT FACE BLOCK, CMU -1, WITH PRECAST WATER TABLE CAP. 7. STONE VENEER. ST -1. 8. STANDING SEAM METAL ROOF. MR -1. COLOR TO MATCH P-2. 9. PRE -FINISHED METAL COPING. COLOR TO MATCH ADJACENT MATERIAL. 10. ALUMINUM STOREFRONT SF -1. 11. METAL DOOR. PAINT P-1. 12. EXTERIOR LIGHT FIXTURE. 13. SIGN SUPPLIED AND INSTALLED BY OTHERS. 14. DOWNSPOUT CONNECT TO UNDERGROUND STORM WATER SYSTEM. PAINT P-1. 15. PRE -MANUFACTURED CANVAS CANOPY. COLOR TO MATCH P-2. 16. DUMPSTER ENCLOSURE, WALLS TO MATCH BUILDING, TOP WITH 6" PRECAST CAP. 17. MODULAR RED BRICK, SOLDIER COURSE, BR -1. CORBEL TO OVERHANG FIELD BRICK BY 1/2". 18. MODULAR RED BRICK, RUNNING BOND, RECESS IN FROM FIELD BRICK 1/2". 19. ROOF LINE AND MECHANICAL EQUIPMENT BEYOND. 20. DOWNSPOUT TO UNDERGROUND SEWER SYSTEM. PAINT P-1. REFER TO CIVIL DRAWINGS. 21. OVERFLOW SCUPPER. Seal �ttllill/// S. Tho No. AR 111 QOC18: _ i STATE OF NOV 3 0 2012 DP3 ARCHITECTS DP3 AROMEC7S, LTD. 211 East Broad Sired Grewwft, SC 29001 T.804".B200 P. 804.232.7887 www.DPBanahftcb.00m Project • • OUTBAK • STEAK H OUSE • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By MHT Checked By BST Date 28 NOV 12 Revisions Drawing Exterior Elevations A4.1 T-8" V-811 (8) #6 DOWELS 2 2 10" 10° 10" 10" FOR BASE PLATE & % (3) #4 TIES @ TOP ANCHOR BOLT @ 2 O.C., BALANCE 5" 5" 3" 8 3!4" 1' - 2" 5" 5" 3" 8 3/4" V - 2" INFO., SEE PLAN �, a @ 8" O.C. - - CONC. PIER FOR BASE PLATE & b 1 iv ANCHOR BOLT r o INFO., SEE PLAN FINISH FLOOR OW ` COL"=---- ELEV. I r 11 1/8" FACE OF CMU - ih GI M— ao 3" FACE OF STUD 11" FACE OF FDN. "' • • o �/ `r' d''e O o <�" b v r a ° ea 00 G. 14I 0 °° _ m EXT. VENEER, 10"-18GA. STUD 16" O.C., ° �.' k. .1 a.l a PROVIDE (2} 6"-18GA. STUD @ EXT. VENEER, SEE ARCH. PROVIDE (1) ADDITIONAL @ EA. HOLDDOWN SEE ARCH.' WALL REINF., T, P. E. _ -8" BELOW o a • • ° °d 'I o SIMPSON STRONG -TIE 10"-16GA. STUD UNDER EA. _ _ _: °' _ _ _ J CONT. THRU FINISH FLOOR a.4 ' " I HOLDDOWN w/ SSTB ANCHOR BOLT, SEE PLAN FOR LOCATIONS, ATTACH HOLDDOWN TO L.G.M. STUD AND INSTALL SSTB ANCHOR BOLT PER MFG. RECOMMENDATIONS FOR INFO. NOT GIVEN, SEE SECT. 18/54.0 EXT SLAB SEE F.F.E.= SITE PLAN SEE PLAN SEE PLANx—X- SEE PLAN CONC. SLAB, N SEE PLAN 30# FELT --J a � ° d ° 81,. o a. IIIIIIf I I___I I II I I SEE PLAN TYP. A EXT. WALL w/ L.G.M. STUD WITH HOLDQOWN, U.N.O. SECTION Scale: 314" = V-0" FOR BASE PLATE & ANCHOR BOLT INFO., SEE PLAN BASE PLATE 0-1-1/14 SECTION Scale: 3/4" = V-0" ROOF JOIST 4" CMU U W 10"-18GA. CONT. RUNNER, 1/2" PLYWOOD, SEE ATTACH TO CONC. w/ 1/2" DIA. STRUCT. NOTES U HAS ANCHOR w/ RE 500 SD @ FOR ATTACHMENT 32" O.C, w/ MIN. 4 1/2" EMBED. F,F.E.= EXT. SLAB, SEE SITE PLAN SEE PLAN SEE PLAN SEE PLAN z - #4 @ 12" O.C., E. F. d _b `° #4 @ 12" O.C., E.F. CONC. SLAB, 1' - 2".. ;- L N SEE PLAN °' ° 30# FELT L a 4 b (3) #5 CONT. T III=1 I=1 I I1=1 I #4 @ 12" O.C. SEE PLAN TYP EXT WALL w/ 10" L.G.M. STUD U N O. SECTION Scale: 3/4" = V-0" 11" 10" (8) #6 DOWELS (3) #4 TIES @ TOP @ 2" O.C., BALANCE @ 8" O.C. CONC. PIER SECTION Scale: 3/4" = V-0" 14 CONCRETE PIER Ccs H/14 T. P. E. _ -8" BELOW FINISH FLOOR ELEV. BASE PLATE ( C/2 SECTION Scale: 3/4" = V-0" 5 FOR BASE PLATE & ANCHOR BOLT INFO., SEE PLAN 00 1 - ao 0 ° in j --,- ------ 1 1/2" TYP. / 101. 91, 8 \ V 71 BASE PLATE A C/5 SECTION Scale: 3/4" = V-0" PIER SECTION Scale: 3/4" = V-0" ELEV. CONCRETE PIER [ C/2 5 WALL REINF., CONT. THRU PIER P ° d 00 00 M c ° — — , p_ _ O I O 10 CONC. PIER T.P.E. = -8" BELOW FINISH FLOOR ELEV. SECTION Scale: 3/4" = V-0" 10" 9" 1' _ 711 I CONC. PIER A C/5 14 �-------- e.. S4.1 6 1 1/2" TYP. 10" 11 3/4" l'- 2" T- 3/4" BASE PLATE A D/2 SECTION Scale: 3/4" = T-0" COL 11" 3" 5 1/2" @ E/2 ONLY 8 1/2" @ E/2 ONLY 10 S4.1 -_ 1 4 ° b P I �° ♦ o 4' a ♦ • o J O (8) #6 DOWELS FOR BASE PLATE & ANCHOR BOLT (3) #4 TIES @ TOP ° INFO., SEE PLAN @ 2" O.C., BALANCE @8" O.C. l'- 2" 7" SECTION Scale: 3/4" = V-0" ASE PLATE a Ell. F/3 F/15 CONC. PIER a - (8) #6 DOWELS i 4 (3) #4 TIES @ TOP @ 2" O.C., BALANCE 10" 11 3/4" 1' - 2" @8"O. C. CONC. PIER ( D/2 SECTION Scale: 3/4" = V-0" WALL REINF., CONT. THRU MOHAMMAD R. SERAJI, P.E. PIER 432 SOUTH BROADWAY RD., LEXINGTON, KY 40508 PHONE (859) 252-1678 FAX(959)226-0512 EMAIL: PYRAMIDCSE@11QX.NET (COL 11" 3" 5 1/2" @ E/2 ONLY 8 1/2" @ E/2 ONLY T.P.E. _ -8" BELOW FINISH FLOOR ELEV. - d- _� o 9a. J �0 O U q 1 11'' a (8) #6 DOWELS (3) #4 TIES @ TOP @ 2" O.C., BALANCE WALL REINF., @ 8" O.C. CONT. THRU PIER CONC. PIER CONCRETE PIER 0, E/2 F/I F/15 SECTION Scale: 3/4" = l'-0" JOB # 12-008 Seal ,`���►11111Urrrrlrrrr' .P r !rrllttlt!1t11\\�� /J Brian S. Thomas Architect 211 East Broad Street Greenville, SC 29601 T. 864.232.8200 F. 864.232.7587 Project Outback Steakhouse Carmel, IN Project Number 11242 Drawn By STAFF Checked By MRS Date 28 NOV 2012 Revisions Drawing FOUNDATION SECTIONS Ptot Qate: 28-Nav1214:3T.18 FIl a sers\Bra m nd\ n \P mi Pro' 112-D O t k - Gatm I IN -1 °� C - 28 NO 2012.M L3 X3 X12GA. wi (2) #12-14 TEK SCREWS PER LEG S5.0 )JAMB, U.N.O. TYP. Cdr L.G.M. WINDOW AND DOOR OPENINGS, U.N.O. SECTION Scale: 3/4" = V-0" 1 1/2" MTL. ROOF DECK 12 1/2" WIN STL, JOIST, SEE PLAN BOT. CHORD BRACE l0 PER TRUSS MFG. t� JOIST GIRDER., N SEE PLAN N 41 TYP. STL. JOIST TO JOIST GIRDER CONNECTION - ROOF, U.N.O. SECTION Scale: 3/4" = V-0" S5,0 ROOF & -1 ACCESSORIES NOT SHOWN FOR CLARITY 1/2" PLYWOOD, SEE STRUCT. NOTES FOR 4 15 ATTACHMENT S5.0 N T.O. BM., SEE ARCH. lip A L3 1/2"x3 1/2"x1/4", N.S.&F.S., ATTACH TO L.G,M. BOX COL. O w/ (2) 5/16" DIA. SCREW HEX STL. BM., HEAD SEE PLAN N TYP. 3/16" 6"-18GA. L.G.M. BOX COL., SEE PLAN U L Q vi N E O TYP. STL. BM. TO L.G.M. COLUMN CONNECTION - SECTION, U.N.O. vi M SECTION 13 1 Scale: 3/4" = V-0" S5.0 i1 WT5x15 w/ 3/4" DIA. CCL ROOF & ACCESSORIES A325 BOLTS, PROVIDE NOT SHOWN FOR MAX. # OF BOLTS PER CLARITY M BM. DEPTH � I 0 o I 11/4" CAP PLATE o t I 1/4" YP. a STL BM., i ( T.S. COL., U SEE PLAN I I SEE PLAN L.G.M. STL,_, SEE PLAN SECTION Scale: 3/4" = T-0" TYP. A JAMB, U.N.O. PLATE 3/4"x12"x12"(0COL l 1 1/2" MTL. 1/4" ROOF DECK TYP. 3/16" //z I I 2 S5.0 JOIST GIRDER, iv JOIST GIRDER, SEE PLAN I I SEE PLAN PLATE 1/2"x6"x6" 6" I 1/2"x8"x12" THRU PLATE PLATE 3/4"x8"x6" I I T.S. COL., TYP. 3/16" SEE PLAN TYP. CSA GIRDER TO T.S. COL, CONNECTION - ROOF, U.N.O. SECTION s Scale: 3/4" = V-0" S5.0 COL 5/8" PLYWOOD, SEE STRUCT. NOTES FOR 12 1 ATTACHMENT SEE WOOD ARCH. TRUSS, SEE PLAN PROVIDE CONT. BLKG. @ SUPPORT 2x6 CONT. PLATE, &PLYWOOD EDGE ATTACH TO EA. TRUSS OR USE CLIPS AS w/ MIN. (3) 10d NAILS ALTERNATE SIMPSON STRONG -TIE H4 @ EA. TRUSS STL. BM., SEE PLAN (1) 2x CONT. PLATE, ATTACH TO STL. BM. w/1/2" DIA. M.B. @ 16" O.C. STAGGERED SEE ARCH. TYP. A� WOOD TRUSS ON STL. BEAM, U.N.Q. SECTION Scale: 3/4" = V-0" SCOL STL. BM., SEE PLAN m ROOF JOIST & ACCESSORIES NOT SHOWN FOR CLARITY INDICATES WELD AREA m m O U T.S. COL., I 14 S5.0 TYP. Ccs L.G.M. HORIZONTAL BRACING U.N.O. SECTION Scale: 3/4" = V-0" 1/4" V 0 ROOF & ACCESSORIES ' NOT SHOWN FOR ( COL CLARITY � WT5x15 w/ 3/4" DIA. -� SEE PLAN A325 BOLTS, PROVIDE 1 FILL w/ RIGID INSULATION I , BM. DEPTH 1 3/8" PLATE 20 T.S. COL., 1 S5.0 I SEE PLAN T COL 6 - Mf TYP. 1/4" U.N.O., BLKG. @ SUPPORT @ 16" O.C. SECTION S5.0 1_4"x4"x1/4" UNDER Scale: 3/4" = V-0" STRUCT. NOTES S5.0 1!8" TYP. L.G.M. STUD, SEE PLAN 'o $TI!>T[ of r� SIMPSON MECH. CURBS 1 1J2" MTL. SEE ARCH. ROOF DECK (DECK BRNG.= CENTERLINE COL. L4"x4"x1/4" CONT.@�` ql[JSEE PLAN 1_4"x4"x1/4" CONT, L.G.M. CONT. RUNNER, (1) 2x CONT. PLATE, CENTERLINE STUD TYP. ATTACH TO STL. BM. 55.0 L.G.M. STUD, SEE ATTACH TO JOIST w/ 10-14 SEE ARCH. SEE PLAN L6"x6"x1/2"x0'-6" 1/8„ WOOD TRUSS ON STL. BEAM, U.N.O. TO EA. STUD w/ PLAN SCREWS @ 6" O.C. EA. LEG, L2"x2"x14GA. w/ MIN. (3) # L3"x3"x1/4" STL. JOIST, 10 SCREWS IN EA. LEG TYPE EXTERIOR WALL w/ SEE PLAN - ROOF, U.N.Q. SECTION FRAME SEE PLAN �- CENTERLINE OF MECH. 10 Scale: 3/4" = V-0" S5,0 1/2" PLYWOOD, SEE SHEATHING, L2"X2"X14GA. - - 3-12TYP. TYP. (M HEADER, U.N.O. SEE ARCH. i I I I -- INDICATES SPAN i STL. JOIST, ATTACHMENT DIRECTION OF SEE PLAN TYP., 3 ROOF DECK PARTIAL OPENING U.N.O. S5.0 I I I ELEVATION PARALLEL - ROOF, U.N.O. BRICK & #10 SCREWS NOTE: COORDINATE L4"x4"x1/4" 12 Scale: 3/4" = 1'-0" S5 p TYP 1/8" 2" @ 8' ACCESSORIES NOT 5 I (I SIZE & LOCATIONS OF 3/16" TYP. @ 2 (2) L.G.M. SHOWN FOR CLARITY S5.0 I OPENINGS w/. MECH. HEADER & STUD, SEE LIGHT GAUGE HORIZONTAL �� S5.0 PLAN BRACING CONT. @ MIN, 4-0 STL. JOIST, - STL. JOIST,/16" TYP. SILL, U.N.O. 11 11 ' TYP @ O.C. R PER STUD MFG. RECOMMENDATION SEE PLAN SEE PLAN L3 X3 X12GA. wi (2) #12-14 TEK SCREWS PER LEG S5.0 )JAMB, U.N.O. TYP. Cdr L.G.M. WINDOW AND DOOR OPENINGS, U.N.O. SECTION Scale: 3/4" = V-0" 1 1/2" MTL. ROOF DECK 12 1/2" WIN STL, JOIST, SEE PLAN BOT. CHORD BRACE l0 PER TRUSS MFG. t� JOIST GIRDER., N SEE PLAN N 41 TYP. STL. JOIST TO JOIST GIRDER CONNECTION - ROOF, U.N.O. SECTION Scale: 3/4" = V-0" S5,0 ROOF & -1 ACCESSORIES NOT SHOWN FOR CLARITY 1/2" PLYWOOD, SEE STRUCT. NOTES FOR 4 15 ATTACHMENT S5.0 N T.O. BM., SEE ARCH. lip A L3 1/2"x3 1/2"x1/4", N.S.&F.S., ATTACH TO L.G,M. BOX COL. O w/ (2) 5/16" DIA. SCREW HEX STL. BM., HEAD SEE PLAN N TYP. 3/16" 6"-18GA. L.G.M. BOX COL., SEE PLAN U L Q vi N E O TYP. STL. BM. TO L.G.M. COLUMN CONNECTION - SECTION, U.N.O. vi M SECTION 13 1 Scale: 3/4" = V-0" S5.0 i1 WT5x15 w/ 3/4" DIA. CCL ROOF & ACCESSORIES A325 BOLTS, PROVIDE NOT SHOWN FOR MAX. # OF BOLTS PER CLARITY M BM. DEPTH � I 0 o I 11/4" CAP PLATE o t I 1/4" YP. a STL BM., i ( T.S. COL., U SEE PLAN I I SEE PLAN L.G.M. STL,_, SEE PLAN SECTION Scale: 3/4" = T-0" TYP. A JAMB, U.N.O. PLATE 3/4"x12"x12"(0COL l 1 1/2" MTL. 1/4" ROOF DECK TYP. 3/16" //z I I 2 S5.0 JOIST GIRDER, iv JOIST GIRDER, SEE PLAN I I SEE PLAN PLATE 1/2"x6"x6" 6" I 1/2"x8"x12" THRU PLATE PLATE 3/4"x8"x6" I I T.S. COL., TYP. 3/16" SEE PLAN TYP. CSA GIRDER TO T.S. COL, CONNECTION - ROOF, U.N.O. SECTION s Scale: 3/4" = V-0" S5.0 COL 5/8" PLYWOOD, SEE STRUCT. NOTES FOR 12 1 ATTACHMENT SEE WOOD ARCH. TRUSS, SEE PLAN PROVIDE CONT. BLKG. @ SUPPORT 2x6 CONT. PLATE, &PLYWOOD EDGE ATTACH TO EA. TRUSS OR USE CLIPS AS w/ MIN. (3) 10d NAILS ALTERNATE SIMPSON STRONG -TIE H4 @ EA. TRUSS STL. BM., SEE PLAN (1) 2x CONT. PLATE, ATTACH TO STL. BM. w/1/2" DIA. M.B. @ 16" O.C. STAGGERED SEE ARCH. TYP. A� WOOD TRUSS ON STL. BEAM, U.N.Q. SECTION Scale: 3/4" = V-0" SCOL STL. BM., SEE PLAN m ROOF JOIST & ACCESSORIES NOT SHOWN FOR CLARITY INDICATES WELD AREA m m O U T.S. COL., I 14 S5.0 TYP. Ccs L.G.M. HORIZONTAL BRACING U.N.O. SECTION Scale: 3/4" = V-0" 3 S5.0 3/16" V L6"x6"x3/8"x0'-6" w/ 1/4" STIFF PLATE Y' 1/4" V 0 ROOF & ACCESSORIES ' NOT SHOWN FOR ( COL CLARITY � WT5x15 w/ 3/4" DIA. -� SEE PLAN A325 BOLTS, PROVIDE 1 MAX. # OF BOLTS PER I , BM. DEPTH I \� 3/8" PLATE 20 T.S. COL., 1 S5.0 I SEE PLAN T - Mf TYP. 1/4" U.N.O., 3 S5.0 3/16" V L6"x6"x3/8"x0'-6" w/ 1/4" STIFF PLATE Y' 6"-16GA. CONT. RUNNER STL. BM., �\ SEE PLAN L3 1/2"x3 1/2"x1/4". N.S.&F.S., ATTACH TO L.G.M. BOX COL w/ (2) 5/16" DIA. SCREW HEX HEAD 6"-18GA. STUD @ 16" O.0 1/2" PLYWOOD, SEE STRUCT. NOTES FOR ATTACHMENT 6"-16GA. STUD 6"-16GA. STUD TYP STL BM TO L.G.M. COLUMN CONNECTION - PLAN U.N.O. SECTION 15 Scale: 3/4" = V-0" 55.0 ROOF & ACCESSORIES NOT SHOWN FOR COL PLATE 3/4"x12"x12" CLARITY I16" TYP. I I I I I TYP. 3/16" 1/2"x10"x12" THRU PLATE) JOIST GIRDER, SEE PLAN (2) L2"x2"x3/16" CENTERLINE OF MECH. EQUIP. SUPPORT @ BOT. CHORD OF JOIST TYP. MECHANICAL OPENING IN STEEL ROOF JOIST - PLAN, U.N.O., TYP. A MECHANICAL OPNG. IN STEEL ROOF JOIST - SECTION, U.N.O. TYP. A MECHANICAL OPNG. IN STEEL ROOF JOIST - PROFILE, U.N.O. SECTION r4 SECTION 5 SECTION 6 Scale: 3/4" = V-0" 55.0 Scale: 3/4" = V-0" S5.0 Scale: 3/4" = V-0" S5 p 6"-18GA. CONT. 1/4" V 0 2x CONT. PLATE, ATTACH TO F . 1 ' .1 ` - STL. JOIST CONT. RUNNER w/ #12-24x2 1/2" STL. BM., / i _ 61' SEE PLAN TRAXX SCREWS @ 2'-0" O.C. SEE PLAN % L4"x4"x4"x14GA. @ EA. L5"x5"x3/8" w/ / I 114" TYP. 3/8" STIFF PLATE SEE ATTACH TO EA. STUD w/ T.S. COL., PLATE 1/2"x6"x6" SEE PLAN WOOD TRUSS, TYP. 0- STL. BM /JOIST TO T.S.COL CONNECTION - ROOF U.N.O., BLKG. @ SUPPORT @ 16" O.C. SECTION 1/2" PLYWOOD, SEE s Scale: 3/4" = V-0" STRUCT. NOTES S5.0 6"-16GA. CONT. RUNNER STL. BM., �\ SEE PLAN L3 1/2"x3 1/2"x1/4". N.S.&F.S., ATTACH TO L.G.M. BOX COL w/ (2) 5/16" DIA. SCREW HEX HEAD 6"-18GA. STUD @ 16" O.0 1/2" PLYWOOD, SEE STRUCT. NOTES FOR ATTACHMENT 6"-16GA. STUD 6"-16GA. STUD TYP STL BM TO L.G.M. COLUMN CONNECTION - PLAN U.N.O. SECTION 15 Scale: 3/4" = V-0" 55.0 ROOF & ACCESSORIES NOT SHOWN FOR COL PLATE 3/4"x12"x12" CLARITY I16" TYP. I I I I I TYP. 3/16" 1/2"x10"x12" THRU PLATE) JOIST GIRDER, SEE PLAN (2) L2"x2"x3/16" CENTERLINE OF MECH. EQUIP. SUPPORT @ BOT. CHORD OF JOIST TYP. MECHANICAL OPENING IN STEEL ROOF JOIST - PLAN, U.N.O., TYP. A MECHANICAL OPNG. IN STEEL ROOF JOIST - SECTION, U.N.O. TYP. A MECHANICAL OPNG. IN STEEL ROOF JOIST - PROFILE, U.N.O. SECTION r4 SECTION 5 SECTION 6 Scale: 3/4" = V-0" 55.0 Scale: 3/4" = V-0" S5.0 Scale: 3/4" = V-0" S5 p 6"-18GA. CONT. 2x CONT. PLATE, ATTACH TO RUNNER 2x CONT. PLATE, ATTACH TO CONT. RUNNER w/ #12-24x2 1/2" Jill PARAPET= RUNNER TRAXX SCREWS @ 2'-0" O.C. SEE ARCH. T.O. PARAPET= L4"x4"x4"x14GA. @ EA. EXT. VENEER, 12 STUD, WELD TO ANGLE & SEE ARCH. SEE ATTACH TO EA. STUD w/ ATTACHMENT ARCH. (4) #12-14 SCREWS WOOD TRUSS, PROVIDE CONT. 6"-18GA. STUDTYP. BLKG. @ SUPPORT @ 16" O.C. 1/8" 1/2" PLYWOOD, SEE ATTACHMENT' OR USE CLIPS AS STRUCT. NOTES 1!8" TYP. FOR ATTACHMENT 'o $TI!>T[ of r� SIMPSON EXT. VENEER, 1 1J2" MTL. SEE ARCH. ROOF DECK (DECK BRNG.= L4"x4"x1/4" CONT.@�` ql[JSEE PLAN 1_4"x4"x1/4" CONT, (1) 2x CONT. PLATE, 11 ATTACH TO STL. BM. 55.0 STL. JOIST, 6"-16GA. RUNNER @ SEE ARCH. SEE PLAN JOIST BRNG, ATTACH WOOD TRUSS ON STL. BEAM, U.N.O. TO EA. STUD w/ 16 L2"x2"x14GA. w/ MIN. (3) # 10 SCREWS IN EA. LEG TYPE EXTERIOR WALL w/ JOIST PERPENDICULAR - ROOF, U.N.Q. SECTION 10 Scale: 3/4" = V-0" S5,0 COL 1/2" PLYWOOD, SEE WOOD TRUSS, SEE STRUCT. NOTES FOR 2x CONT. PLATE, ATTACH TO PLAN, ATTACH ATTACHMENT RUNNER TRUSS BOT. CHORD Seal T.O. PARAPET= TO EA. TRUSS wl (2) 5/8" PLYWOOD, SEE 12 SIMPSON STRONG- STRU17T. NOTES FOR SEE TIE A35 ATTACHMENT ARCH. WOOD TRUSS, PROVIDE CONT. SEE PLAN BLKG. @ SUPPORT a� i & PLYWOOD EDGE ATTACHMENT' OR USE CLIPS AS 2x6 CONT. PLATE ALTERNATE, ATTACH TO EA. 'o $TI!>T[ of r� SIMPSON TRUSS w/ MIN. (3) STRONG -TIE H4 10d NAILS @ EA. TRUSS STL. BM., L4"x4"x1/4" CONT.@�` SEE PLAN (1) 2x CONT. PLATE, ATTACH TO STL. BM. w/ 1/2" DIA. M.B. @ SEE ARCH. 16" O.C. STAGGERED TYP. A WOOD TRUSS ON STL. BEAM, U.N.O. SECTION 16 Scale: 3/4" = V-0" S5.0 INDICATES MECH. ATTACH TO UNIT., COORD. PREFABRICATED CURB & LOCATION w/ MECH. I MECH. UNIT w/ MIN. (1) ATTACH UNIT ?O CURB 1/4" DIA. SELF DRIVEN PER LINUX MFG I I TAPPING SCREWS @ EA. REQUIREMENTS ' CORNER, BALANCE @ 12" O.C. MIN. (3) PER LEG I I - - - - L6"x6"x1/2"x0'-6" L4"x4"x1/4" FRAME AROUND MECH. CURB �- MECH. MFG. STANDARD L4"x4"x114" CURB, ATTACH TO ROOF SUPPORT w/ 1/2" DIA. 3116" BOLTS, PLACE (1) BOLT @ 6"-16GA. CONT. RUNNER BET. FULL HEIGHT STUDS @ EA. JOIST BRNG. LOCATION L2"x2"x14GA. STL. JOIST, - SEE PLAN 6"-18GA. STUD @ 16" O.C. 1 1/2" MTL. ROOF DECK L2"x2"x14GA. PROVIDE (1) ADDITIONAL 6"-16GA. STUD UNDER EA. JOIST, TYP. TYP. STL. JOIST TO L.G.M. STUD CONNECTION - ROOF, U.N.O. SECTION 11 Scale: 3/4" = V-0" S5-� 1/2" CAP PLATE 20 TYP. 3/16" S5.0 BACKER BAR STL. BM., SEE PLAN WT5x15 w/ 314" DIA. A325 BOLTS, PROVIDE MAX. # OF BOLTS PER 3/8" PLATE COL WT5x15 w! 3/4" DIA. A325 BOLTS, PROVIDE MAX. # OF BOLTS PER BM. DEPTH o L o / MOHAMMAD R. SERAJI. P.E. 432 SOUTH BROADWAY RD., LEXINGTON, KY 40508 PHONE (859) 252-1678 FAX(859)226-0512 EMAIL: PYRAMRKSE@OX.NET ROOF & ACCESSORIES NOT SHOWN FOR CLARITY (�:2:7 S5.0 1/2" CAP PLATE TYP. 3/16" 3/8" PLATE COL WT5x15 w/ 3/4" DIA. A325 BOLTS, PROVIDE / MAX. # OF BOLTS PER BM. DEPTH 0 0 114" 3 SIDE TYP. o I o STL. BM., SEE PLAN BM. DEPTH STL. BM I BACKER BAR - I ( L5"x5"x3/8"x0'-5" w/ ., SEE PLAN 3/8" STIFF PLATE TYP. 1/4" TYP>--- j 1_5"x5"x3/8"x0'-51/2" 3116 w/ 3/8" STIFF PLATE I � T.S. COL., ROOF JOIST & T.S. COL., SEE PLAN SEE PLAN ACCESSORIES NOT SHOWN FOR CLARITY TYP. A STL. BM. TO T.S. COL, MOMENT CONNECTION - ROOF, U.N.O. TYP. A STL. BM. TO T.S. COL. MOMENT CONNECTION - ROOF, U.N.O. SECTION 17 SECTION 1s Scale: 3/4" = V-0" S5•0 Scale: 3/4" = V-0" S5 p z io Brian S. Thomas Architect 211 East Broad Street Greenville, SC 29601 T. 864.232.8200 F. 864.232.7587 Project - - - - - - - - - -- INDICATES INDICATES CONDENSING =i�." ,: �:, UNIT., COORD. LOCATION CK. wJ MECH. STEA K HOUSES • HURRICAN STRAPS & I I FOR INFO. NOT STL. JOIST, TIES BY FRAME MFG I I GIVEN, SEE I II SEE PLAN I) - - - - - - - � � (SECT. 7/SS.u" RM ENTERPRISES 1/2" DIA. ALL THRD. PRE -MANUFACTURED 1/8" TYP. A/C FRAME ROD 25 L6 6x1/2 - ( Outback Steakhouse ARCH, ROOFING " MATERIAL @ EA. UT GING O i S5.0 Carmel, I N @ EA. HANGING ROD .` _ _� LOCATION I � SEE PLAN STL. BM., SEE PLAN EA. CORNER, BALANCE @ 1 1/2" MTL. INDICATES MECH. Project Number 11242 STL. JOIST, 12" O.C., MIN. (3) PER SIDE ROOF DECK HOOD, COORD. z 3/8" PLATE SEE PLAN1_4"x4"x1/4" LOCATION w/ MECH. I Drawn By STAFF T.S. COL., PLATE 3/4"x8"x6" L- -- 4 1/2" NO WELD TO BM. SEE PLAN - - - - - - - - Checked By MRS STL. JOIST, Date 28 NOV 2012 60 1 1/2" 4 1/2" 3/16" TYP. SEE PLAN TYP. al STL. BM. TO T.S. COL. CONNECTION - ROOF, U.N.O. TYP. A CORNER MOMENT CONNECTION - PLAN, U.N.O. - TYP. Cdr MECHANICAL UNIT ATTACHMENT TO STRUCTURE, U.N.Q. TYP. Ar CONDENSING UNIT ATTACHMENT TO STRUCTURE, U.N.O. TYP. & MECHANICAL HOOD SUPPORT - SECTION, U.N.O. Revisions SECTION 19 SECTION 20 SECTION 21 SECTION a2 SECTION a3 SECTION 24 Scale: 3/4" = V-0" S5•0 Scale: 3/4" = V-0" - '- " S5,0 Scale: 3/4' - 1 0 $5.0 Scale: 3/4" = 1'-0" S5,0 Scale: 3/4" = 1'-0" $5,0 Scale: 3/4" = 1'-0" $5.0 ATTACH TRUSS TO EA. 2x OUTRIGGERS, STUD w/ 1/4" DIA. HEX HEAD CCL SEE PLAN _ �- COLI SCREW, PROVIDE 1/2" DIA. 5/8" PLYWOOD, SEE l CCL ROOF JOIST & O PIPE SLEEVE @ EA. SCREW STRUCT. NOTES FOR ACCESSORIES NOT �� ATTACHMENT SHOWN FOR CLARITY U INDICATES WELD AREA I 6. 1/2" DIA. ALL THRD. ROD w/ 1 1/2" MTL. Q T.S. COL., NUTS & WASHERS @ HOOD ROOF DECK 2x6 CONT. SEE PLAN TYP. SUPPORT LOCATIONS , SIMPSON STRONG -TIE PLATE TYP. JB26, TYP. I 2x CONT. BLKG., ATTACH T.S. BM., /16" HANGING ANGLE BY HOOD 3116" 3 SIDE SEE PLAN I TO JOIST wl SIMPSON MFG., COORD. LOCATION w/ STRONG -TIE A35, TYP. - - - MECH. 0 p 2" 8" SIMPSON STRONG -TIE J H4 @ EA. TRUSS bo - + 6" CONT. RUNNER, PLATE 10"x10"xl6GA. @ 2'-0" J EE P ANUSS, - - _ ATTACH TO PLATE w/ O.C., ATTACH TO ROOF _ ih 0 fl ry fl fi. B WOOD TRUSS w/ 2x6 1/2" CAP PLATE I , -1 (4) #12-14x3/4 DIA. DECK w/ (6) #12-14x3/4 DIA. U _ TRAXX SCREWS TRAXX 2 SCREWS 2x6 WEB T 16"NOTCH T.S. BM. „ TYP. @ O C. . CHORD wl I I 3/16 Drawing 6"-18GA. STUD L.G.M. STUD PROVIDE VERTICLIP SLD SLIDE T.S. COL., L SEE PLAN STL. BM., SEE PLAN @ 16 O.C. 2x CONT, PLATE, T.S. BM., 1/2' CAP PLATE FRAMING SECTIONS @ 16 O.C. CLIP FOR SLIP CONNECTION, EXT. VENEER, ATTACH TO STL. BM. w/ SEE PLAN ATTACH TO STRUCT. PER 3/8" PLATE SEE ARCH. 1/2" DIA. M.B. @ 16' O.C. MFG. RECOMMENDATIONS STAGGERED 1/2" PLYWOOD, SEE ATTACH TRUSS BOT. 8" STRUCT. NOTES FOR 60 ATTACHMENT CHORD TO TOP PLATE 2x6 BLKG. @ 32" O.C. MIN. w/ SIMPSON STRONG - (4) BAYS, ATTACH TO TIE A35 @ 2'-0" O.0 TYP. A MOMENT CONNECTION - PLAN U.N.O. TRUSS BOT. CHORD w FOR INFO. NOTI SIMPSON STRONG -TIE A-35 GIVEN, SEE SECT. 14/S5.0 SECTION 25 SECTION 2s SECTION 2� SECTION 2s SECTION 29 S5.0 S5,0 Scale: 3/4' - 1 0 $5,p Scale: 314 - 1 0 S5.0 ■ File Name: C'�UserSlBraymgnd{DocUments\Pyramid Proiects112-008 Outdack - Carmel, IN -10p% C{a SET • 2$ NQ1( 2Q12.M Plot Qate: 2$-Ngv-1219; $723 1 ■ JOB # 12-008 6"-18GA. CONT. 2x CONT. PLATE, ATTACH TO RUNNER CONT. RUNNER w/ #12-24x2 1/2" Seal T.O. PARAPET= TRAXX SCREWS @ 2'-0" O.C. SEE ARCH. �``����►u�utaRo��,,'����i/f EXT. VENEER, SEE ARCH. 1/2" PLYWOOD, SEE STRUCT. NOTES FOR a� i ATTACHMENT' �''� _ 6"-18GA. STUD 16" O.C. VERT. CLIP w/ MIN. (3) BOLTS @ EA. STUD: 'o $TI!>T[ of r� @ �� ® INC L4"x4"x1/4" CONT.@�` s J IAVIll Q,NAL TYP. 1/8" 1 ROOO MTL. F DECK DECK BRNG.= Q SEE PLAN EXT. VENEER, SEE ARCH. 1/2" PLYWOOD, SEE - - 3-12TYP. STRUCT. NOTES FOR STL. JOIST, ATTACHMENT SEE PLAN TYP., 3 U.N.O. S5.0 TYP. 12 EXTERIOR WALL w/ JOIST PARALLEL - ROOF, U.N.O. SECTION 12 Scale: 3/4" = 1'-0" S5 p ROOF & ACCESSORIES NOT SHOWN FOR CLARITY (�:2:7 S5.0 1/2" CAP PLATE TYP. 3/16" 3/8" PLATE COL WT5x15 w/ 3/4" DIA. A325 BOLTS, PROVIDE / MAX. # OF BOLTS PER BM. DEPTH 0 0 114" 3 SIDE TYP. o I o STL. BM., SEE PLAN BM. DEPTH STL. BM I BACKER BAR - I ( L5"x5"x3/8"x0'-5" w/ ., SEE PLAN 3/8" STIFF PLATE TYP. 1/4" TYP>--- j 1_5"x5"x3/8"x0'-51/2" 3116 w/ 3/8" STIFF PLATE I � T.S. COL., ROOF JOIST & T.S. COL., SEE PLAN SEE PLAN ACCESSORIES NOT SHOWN FOR CLARITY TYP. A STL. BM. TO T.S. COL, MOMENT CONNECTION - ROOF, U.N.O. TYP. A STL. BM. TO T.S. COL. MOMENT CONNECTION - ROOF, U.N.O. SECTION 17 SECTION 1s Scale: 3/4" = V-0" S5•0 Scale: 3/4" = V-0" S5 p z io Brian S. Thomas Architect 211 East Broad Street Greenville, SC 29601 T. 864.232.8200 F. 864.232.7587 Project - - - - - - - - - -- INDICATES INDICATES CONDENSING =i�." ,: �:, UNIT., COORD. LOCATION CK. wJ MECH. STEA K HOUSES • HURRICAN STRAPS & I I FOR INFO. NOT STL. JOIST, TIES BY FRAME MFG I I GIVEN, SEE I II SEE PLAN I) - - - - - - - � � (SECT. 7/SS.u" RM ENTERPRISES 1/2" DIA. ALL THRD. PRE -MANUFACTURED 1/8" TYP. A/C FRAME ROD 25 L6 6x1/2 - ( Outback Steakhouse ARCH, ROOFING " MATERIAL @ EA. UT GING O i S5.0 Carmel, I N @ EA. HANGING ROD .` _ _� LOCATION I � SEE PLAN STL. BM., SEE PLAN EA. CORNER, BALANCE @ 1 1/2" MTL. INDICATES MECH. Project Number 11242 STL. JOIST, 12" O.C., MIN. (3) PER SIDE ROOF DECK HOOD, COORD. z 3/8" PLATE SEE PLAN1_4"x4"x1/4" LOCATION w/ MECH. I Drawn By STAFF T.S. COL., PLATE 3/4"x8"x6" L- -- 4 1/2" NO WELD TO BM. SEE PLAN - - - - - - - - Checked By MRS STL. JOIST, Date 28 NOV 2012 60 1 1/2" 4 1/2" 3/16" TYP. SEE PLAN TYP. al STL. BM. TO T.S. COL. CONNECTION - ROOF, U.N.O. TYP. A CORNER MOMENT CONNECTION - PLAN, U.N.O. - TYP. Cdr MECHANICAL UNIT ATTACHMENT TO STRUCTURE, U.N.Q. TYP. Ar CONDENSING UNIT ATTACHMENT TO STRUCTURE, U.N.O. TYP. & MECHANICAL HOOD SUPPORT - SECTION, U.N.O. Revisions SECTION 19 SECTION 20 SECTION 21 SECTION a2 SECTION a3 SECTION 24 Scale: 3/4" = V-0" S5•0 Scale: 3/4" = V-0" - '- " S5,0 Scale: 3/4' - 1 0 $5.0 Scale: 3/4" = 1'-0" S5,0 Scale: 3/4" = 1'-0" $5,0 Scale: 3/4" = 1'-0" $5.0 ATTACH TRUSS TO EA. 2x OUTRIGGERS, STUD w/ 1/4" DIA. HEX HEAD CCL SEE PLAN _ �- COLI SCREW, PROVIDE 1/2" DIA. 5/8" PLYWOOD, SEE l CCL ROOF JOIST & O PIPE SLEEVE @ EA. SCREW STRUCT. NOTES FOR ACCESSORIES NOT �� ATTACHMENT SHOWN FOR CLARITY U INDICATES WELD AREA I 6. 1/2" DIA. ALL THRD. ROD w/ 1 1/2" MTL. Q T.S. COL., NUTS & WASHERS @ HOOD ROOF DECK 2x6 CONT. SEE PLAN TYP. SUPPORT LOCATIONS , SIMPSON STRONG -TIE PLATE TYP. JB26, TYP. I 2x CONT. BLKG., ATTACH T.S. BM., /16" HANGING ANGLE BY HOOD 3116" 3 SIDE SEE PLAN I TO JOIST wl SIMPSON MFG., COORD. LOCATION w/ STRONG -TIE A35, TYP. - - - MECH. 0 p 2" 8" SIMPSON STRONG -TIE J H4 @ EA. TRUSS bo - + 6" CONT. RUNNER, PLATE 10"x10"xl6GA. @ 2'-0" J EE P ANUSS, - - _ ATTACH TO PLATE w/ O.C., ATTACH TO ROOF _ ih 0 fl ry fl fi. B WOOD TRUSS w/ 2x6 1/2" CAP PLATE I , -1 (4) #12-14x3/4 DIA. DECK w/ (6) #12-14x3/4 DIA. U _ TRAXX SCREWS TRAXX 2 SCREWS 2x6 WEB T 16"NOTCH T.S. BM. „ TYP. @ O C. . CHORD wl I I 3/16 Drawing 6"-18GA. STUD L.G.M. STUD PROVIDE VERTICLIP SLD SLIDE T.S. COL., L SEE PLAN STL. BM., SEE PLAN @ 16 O.C. 2x CONT, PLATE, T.S. BM., 1/2' CAP PLATE FRAMING SECTIONS @ 16 O.C. CLIP FOR SLIP CONNECTION, EXT. VENEER, ATTACH TO STL. BM. w/ SEE PLAN ATTACH TO STRUCT. PER 3/8" PLATE SEE ARCH. 1/2" DIA. M.B. @ 16' O.C. MFG. RECOMMENDATIONS STAGGERED 1/2" PLYWOOD, SEE ATTACH TRUSS BOT. 8" STRUCT. NOTES FOR 60 ATTACHMENT CHORD TO TOP PLATE 2x6 BLKG. @ 32" O.C. MIN. w/ SIMPSON STRONG - (4) BAYS, ATTACH TO TIE A35 @ 2'-0" O.0 TYP. A MOMENT CONNECTION - PLAN U.N.O. TRUSS BOT. CHORD w FOR INFO. NOTI SIMPSON STRONG -TIE A-35 GIVEN, SEE SECT. 14/S5.0 SECTION 25 SECTION 2s SECTION 2� SECTION 2s SECTION 29 S5.0 S5,0 Scale: 3/4' - 1 0 $5,p Scale: 314 - 1 0 S5.0 ■ File Name: C'�UserSlBraymgnd{DocUments\Pyramid Proiects112-008 Outdack - Carmel, IN -10p% C{a SET • 2$ NQ1( 2Q12.M Plot Qate: 2$-Ngv-1219; $723 1 ■ M 4) 2x CONT. PLATE, ATTACH TO COL J CONT. RUNNER w/ #12-14 \Y/ SCREWS @ 8" O.C., TYP. SEE ARCH 10"-18GA. CONT. RUNNER, ATTACH TO EA. STUD w/ (2) #12-14 SCREWS II,T.O. PARAPET= SEE ARCH. I 10"-18GA. STUDAl @ 16" O.C. 1/2" PLYWOOD, SEE STRUCT. NOTES FOR ATTACHMENT I L4"x4"x1/4" CONT. TYP. TYP. 1/8" I ROOF DECK 0 0 0 - VERT. CLIP/SLB EXT. VENEER, SEE ARCH. STL. JOIST, SEE PLAN L3 1/2"x3 1/2"x1/4" @ EVERY OTHER JOIST, MIN. (2) PER SPAN STL. BM., I (( SEE PLAN �M ' 1/2" PLYWOOD, SEE STRUCT. NOTES 1 FOR ATTACHMENT I SECTION Scale: 3/4" = V-0" O =� 2x CONT. PLATE, ATTACH TO CL CHANNEL w/ 1/4" DIA. BOLT COL L N O A 0 1/2" PLYWOOD, SEE O STRUCT. NOTES O FOR ATTACHMENT N I C t4 TYP. 1/4" V L3"x3"x1/4" CONT, L Q vi N TYP. 118" co TYP. 1/8" I m 1 1/2" MTL. ROOF DECK 46 L - I a tU Z M C STL. JOIST, SEE PLAN ID L3"x3"x1/4" @ EVERY O OTHER JOIST, MIN. rn (2) PER SPAN 8"-18GA. STUD @ 16" O.C. 8"-18GA. CONT. RUNNER, a ATTACH TO T.S. BM. w/ 0.145" U DIA. HILTI X-EDNI @ 6" O.C. T.S. BM., SEE PLAN I WINDOW, SEE ARCH. SECTION Scale: 3/4" = V-0" 2x CONT. PLATE, ATTACH TO COL Q 2x CONT. PLATE, ATTACH TO CONT. RUNNER w! #12-14 1/2" CAP PLATE CONT. RUNNER w/ #12-14 -� SCREWS @ 8" O.C., TYP. ; O.PARAPET= I SCREWS @ 8 O.C., TYP. SEE ARCH, I I 3116" TYP, 10"-18GA, CONT. RUNNER, ROOF & ATTACH TO EA. STUD w/ (2)� ACCESSORIES NOT #12-14 SCREWS SHOWN FOR CLARITY.. _ TOAhT.O. PARAPET= L3"x3"x1/4" CONT. CHANNEL MIJSEE ARCH. SEE ARCH. RUNNER CONT. I 0"x3"x1/4" @ APPROX. THIRD POINTS OF BM. 6"-18GA. STUD SPAN, LOCATE @ JOISTC6x8.2 10"-18GA. STUD @ 16 O.C, TOP CHORD PANEL 1/2" PLYWOOD, SEE I POINT, TYP. TYP 3/16" @ 16" O.C. L4"x4"x1/4"x0'-6" STRUCT. NOTES 111,01 1/2" PLYWOOD, SEE FOR ATTACHMENT TYp STRUCT. NOTES EXT. VENEER 1/8" I I 3/8" PLATE FOR ATTACHMENT SEE ARCH. ROOF DECK WT5x15 w/ 3/4" DIA. WT5x15 w/ 3/4" DIA. _JkDECK BRNG.= VARIESA325 BOLTS, PROVIDE A325 BOLTS PROVIDE TYP. 'I MAX. # OF BOLTS PER MAX. # OF BOLTS PER 1/8 BM. DEPTH BM. DEPTH 1/4" CONT. BENT PLATE PROVIDE CONT. L.G.M. STL. BM., BLKG. FOR PLYWOOD SEE PLAN _ T.O. BM. _ CONNECTION, WELD SEE PLAN TYP. BLKG. TO BM, w/ 1/8" WELD ° I ° 3/16" TMP. ° ° 1 1 /2" MTL. 6"-18GA. CONT. RUNNER, 1/8' TYP. ROOF DECK ATTACH TO STL. BM. w/ (2) STL. JOIST, ° (I ° /16" 3 SID 0.145" DIA. HILTI X-EDNI I SEE PLAN q ° PAPS @ 12" O.C. TYP. 'v SEE PLAN TYP. 3/16" STL. BM., I STL. JOIST, SEE PLAN L3"x3"x1/4" CONT. 6"-18GA. STUD SEE PLAN STL. BM., @ 16" O.C. SEE PLAN 6"-18GA. BLKG. @ EA. /i I TYp. 1/8,. STUD @ 24" O.C., TYP. , �k L5",x5"x3/8"x0'-6" w/ TYP. ATTACH TO EA. STUD / 3/16" 3/8" STIFF PLATE 1 8'. 1 1/2" MTL. I w/ MIN. (4) #10 SCREWS '1 L3"x3"x1/4" ROOF DECK TY p THIRD POINTS OF BM. / 3/16" - SPAN, LOCATE C6x8.2 CONT, SEE NJOIST PLAN TOP CHORD PANEL -1 I POINT TYP. � { SEE PLAN B.O. BM. _ STL. BM., SEE ARCH. SEE PLAN �I3/16" 6"-18GA, CONT. RUNNER, ATTACH TO EA. TYP' 3/16" / I 1 L4"x4"x3/8" 1/2" PLYWOOD, SEE STL, JOIST, CHANNEL w/ (2) 0.145" STRUCT. NOTES SEE PLAN DIA. HILTI X-EDNI PAF'ST.S. COL., FOR ATTACHMENT L3"x3"x1/4" @ EVERY I ( SEE PLAN OTHER JOIST, MIN. (2) PER SPAN SECTION Scale: 3/4" = V-0" C6x8.2 CONT., ATTACH 2x CONT. PLATE, ATTACH TO TO COL. w/ 3/16" ALL CHANNEL w/ 1/4" DIA. BOLT COL AROUND WELD 8"-18GA. CONT. I SPAN, LOCATE JOIST 2x CONT. PLATE, ATTACH RUNNER 8"-18GA, STUD 1/2" PLYWOOD, SEE 1 @ 16" O.C. STRUCT. NOTES C6x8.2x0'-7" @ 12" O.C. DECK BRNG.= VARIES @ 12" O.C. FOR ATTACHMENT I EXT, VENEER, STL. BM., I SEE ARCH, SEE PLAN L TYP. 3/16" I 1 1/2" MTL. ROOF DECK DECK BRNG.= L3"x3"x1/4" @ APPROX, WINDOW, SEE FOR ATTACHMENT SEE PLAN C6x8.2x0'-7" @ 12" O.C. ---�, I SPAN, LOCATE JOIST 2x CONT. PLATE, ATTACH TOP CHORD PANEL TO CONT. RUNNER w/ (2) # STL. JOIST, C6x8.2x0'-7" @ 12" O.C. DECK BRNG.= VARIES @ 12" O.C. SEE PLAN 6"-18GA. CONT. RUNNER, STL. BM., STL. BM., ATTACH TO EA. CHANNEL w/ SEE PLAN SEE PLAN L 8"-1 SGA. CONT. POWDER ACTUATED SEE PLAN RUNNER, ATTACH TO FASTENERS, TYP.TYP. 6"-18GA. CONT. RUNNER, BM. w/ (2) 0.145" DIA. N N DECK BRNG.= ATTACH TO STL. BM. w/ (2) HILTI 66" O.C. N hi SEE PLAN 0.145" DIA, HILTI X-EDNI 1/2" PLYWOOD, SEE PAF'S @ 12" O.C. TYP. I STRUCT. NOTES SEE PLAN FOR ATTACHMENT 8"-18GA, STUD 6"-18GA. STUD I @ 16" O, C. @ 16" O.C. 1/2" PLYWOOD, SEE TYP. [>_3-8 8"-18GA. CONT, RUNNER, 3/16" STUD @ 24" O.C. I ATTACH TO T.S. BM, w/ 0. 145" BM. w/ (2) 0.145" DIA. 1 1-6"x6"x5/16" DIA. HILTI X-EDNI @ 6" O.C. HILTI @ 8" O.C. j TYP. w/ MIN. (4) #10 SCREWS WOOD TRUSS, - T.S. BM., SEE PLAN n WINDOW, SEE I ARCH, SECTION Scale: 3/4" = V-0" SECTION Scale: 3/4" = V-0" SECTION Scale: 3/4" = l'-0" C6x8.2 CONT., ATTACH TO COL, w/ 3/16" ALL COL COL AROUND WELD 2x CONT. PLATE 8"-18GA. CONT. RUNNER T.O. PARAPET= SEE ARCH. �- 6"-18GA. CONT. RUNNER FOR BRICK SUPPORT 8"-18GA. STUD T.O. PARAPET= I 6"-18GA. BLKG. @ EA. OVER WINDOW, SEE @ 16" O.C. SEE ARCH. ATTACSTUD H TO EA. STUD SECT. 8/S5.1 4"-18GA. CONT. w/ MIN. (4) #10 SCREWS RUNNER I 6"-18GA. CONT. RUNNER, 4"-18GA. STUD ATTACH TO EA. CHANNEL w/ @ 16" O.C. (2) 0.145" DIA. HILTI X-EDNI 4 POWDER ACTUATED EXT. VENEER, 1/2" PLYWOOD, SEE FASTENERS TYP SEE ARCH. STRUCT, NOTES L3"x3"x1/4" @ APPROX, WINDOW, SEE FOR ATTACHMENT THIRD POINTS OF BM. ARCH, C6x8.2x0'-7" @ 12" O.C. ---�, I SPAN, LOCATE JOIST 2x CONT. PLATE, ATTACH TOP CHORD PANEL TO CONT. RUNNER w/ (2) # POINT, TYP. 12-24x2 1/4" TEKS SCREWS C6x8.2x0'-7" @ 12" O.C. DECK BRNG.= VARIES @ 12" O.C. 6"-18GA. CONT. RUNNER, 1 1/2" MTL. 8"-18GA. CONT. RUNNER ATTACH TO EA. CHANNEL w/ ROOF DECK STL. BM., 2x6 CONT. BLKG., ATTACH TO (2) 0.145" DIA. HILTI X-EDNI STL. BM., SEE PLAN EA. STUD w/ (2) #12-24x2 1/4" POWDER ACTUATED SEE PLAN Ix TEKS SCREWS, ATTACH TO EA, FASTENERS, TYP.TYP. 6"-18GA. CONT. RUNNER, TO EA. WOOD TRUSS w/ 1/8" DECK BRNG.= ATTACH TO STL. BM. w/ (2) SIMPSON STRONG -TIE A35 STL. JOIST, SEE PLAN 0.145" DIA, HILTI X-EDNI SEE PLAN PAF'S @ 12" O.C. TYP. SEE PLAN 6"-18GA. STUD I EXT. VENEER, @ 16" O.C. 1/2" PLYWOOD, SEE 8"-18GA. CONT. SEE ARCH. STRUCT. NOTES I 6"-18GA. BLKG. @ EA. FOR ATTACHMENT RUNNER, ATTACH TO STUD @ 24" O.C. I BM. w/ (2) 0.145" DIA. 1 ATTACH TO EA. STUD HILTI @ 8" O.C. j TYP. w/ MIN. (4) #10 SCREWS WOOD TRUSS, - SE PLAN n 1/2" PLYWOOD, SEE STRUCT. NOTES FOR ATTACHMENT cam. 1 c 1-6"x6"x5/16" I 1 6"-16GA. CONT. RUNNER STL. BM., SEE PLAN ' I ' L4"x4"x12GA. @ EA. o STUD, WELD TO STL. (8) #12-14 SCREWS BM. & ATTACH TO STUD w/ (4) #12-14 SCREWS 10"-18GA. STUD @ 16" O.C. SECTION Scale: 3/4" = V-0" SIMPSON STRONG -TIE H4 @ EA. WOOD TRUSS 8"-18GA. STUD @ 16" O.C. 1 8"-18GA. CONT, RUNNER, ATTACH TO T.S. BM. w/ 0.145" DIA. HILTI X-EDNI @ 6" O.C. fD T.S. BM.; SEE PLAN I WINDOW, SEE ARCH, SECTION Scale: 3/4" = V-0" COL SEE ARCH, I I I 1 I EXT. VENEER, SEE ARCH. VERT. CLIP/SLB 0 0 0 T,S.E.= bd SEE PLAN STL. BM., SEE PLAN I I Ep I 2x CONT. PLATE, ATTACH TO COL 2x CONT, PLATE, ATTACH TO COL l CONT. RUNNER w/ #12-14 CONT. RUNNER w/ #12-14 SCREWS @ 8" O.C., TYP. SCREWS @ 8" O.C., TYP. t�kT.O. PARAPET= AhT,O. PARAPET= SEE ARCH, SEE ARCH. 6"-18GA. CONT. EXT. VENEER, SEE ARCH, RUNNER 2x CONT. PLATE, ATTACH TO I 6"-18GA. STUD CONT. RUNNER w/ #12-14 @ 16" O.C. SCREWS @ 8" O.C., TYP, 6"-18GA. CONT, 6"-18GA. CONT, RUNNER I L3"x3"x114" CONT. RUNNER 1/2" PLYWOOD, SEE 6"-18GA. STUD T"O" STRUCT. NOTES PARAP FOR ATTACHMENT @ 16" O.C. SEE AR 1/2" PLYWOOD, SEE QJ 1/8" V TMP' STRUCT. NOTES ROOF DEC 1/8" TYP. FOR ATTACHMENT 1 1/2" MTL. K/Y ROOF DECK 1/4" CONT.- VERT. SLIP CLIP EA. EXT. VENEER, I BENT PLATE SEE ARCH. I @ STUD w/ MIN. (3) BOLTS �DECK_BRNG.= VARIES M0 0 0 0 o r- L3"x3"x1/4" CONT. STL. BM., STL. JOIST, PROVIDE CONT. L.G.M. BLKG. FOR PLYWOOD SEE PLAN SEE PLAN 1/8�TYP. CONNECTION, WELD V3)16" TMP' 6"-18GA. CONT. BLKG. TO BM. w/ 1/8" WELDRUNNER BET. JOIST 1 1/2" MTL. 6"-18GA. CONT. RUNNER, ROOF DECK ATTACH TO STL. BM. w/ (2) ' STL. JOIST, DECK 0.145" DIA. HILTI X-EDNI SEE PLAN BRN . _ PAF'S @ 12" O.C. TYP. L3"x3"x1/4" @ EVERY VARIES 6"-18GA. BLKG. @ EA. OTHER JOIST, MIN. STUD @ 24" O.C., (2) PER SPAN STL. BM., ATTACH TO EA. STUD 6"-18GA. STUD SEE PLAN_, w/ MIN. (4) #10 SCREWS@ 16" O.C. 3118" TVP. C6x8.2xl'-0" @ 12" O.C. TYP. 3/18„ 6"-18GA. CONT. RUNNER, STL. JOIST, ' ATTACH TO EA. CHANNEL w/ SEE PLAN 1 1/2" MTL. I (2) 0.145" DIA. HILTI X-EDNI ROOF DECK POWDER ACTUATED 0"x3"x1/4" @ EVERY FASTENERS, TYP. OTHER JOIST, MIN. It T.S.E.= SEE PLAN (2) PER SPAN ( STL. JOIST, EXT, VENEER, SEE PLAN SEE ARCH. STL. BM., SEE PLAN 1/2" PLYWOOD, SEE STRUCT. NOTES TYP. 3/ 6„ FOR ATTACHMENT i I L3"x3"x1/4" @ APPROX, I 6"-18GA. STUD THIRD POINTS OF BM.@ 16" O.C. SPAN, LOCATE @ JOIST TOP CHORD PANEL POINT, TYP. I(I SEE PLAN I SECTION Scale: 3/4" = V-0" 2x CONT. PLATE COL TA I EXT. VENEER, SEE ARCH. -, a, - ATTACH CONT. 12GA. CONT. BENT PLATE, ATTACH RUNNER TO T.S. COL. TO EA. STUD w/ (2) #12-14x1 1/2" w/ L6"x6"x12GA, , TEKS SCREWS, ATTACH TO EA, WELD TO T.S. COL. & WOOD TRUSS w/ (2) #9-15x3" SCREW TO RUNNER TRUGRIP SCREWS w/ (6) #12-14 SCREWS - 5/8" PLYWOOD, SEE TYP. STRUCT. NOTES FOR ATTACHMENT TYP. 12 _ u' SEE ih o 0 ARCH. 1 1!2" MTL. ROOF DECK STL. JOIST, SEE PLAN 1/4" CONT. BENT PLATE 22qx4 CONT. LEDGER, WOOD TRUSS, /wl (2) -24" x7 1 STUD SEE PLAN TEKS SCREWS SIMPSON STRONG -TIE H4 @ EA. WOOD TRUSS f - EXT. VENEER, 6"-18GA. STUD I SEE ARCH. @ 16" O.C. \ 3116" �3-8TYP. - L6"x6"x5/16" 1/2" PLYWOOD, SEE STRUCT. NOTES ` FOR ATTACHMENT f I 10 S5.1 SECTION Scale: 3/4" = V-0" SECTION Scale: 3/4" = V-0" COL - 6"-18GA. CONT. RUNNER 1 - 6"-18GA. STUD @ 16" O.C. r EXT. VENEER, 1/8° V -<YP. SEE ARCH, - 12GA. CONT. ENT PLATE Do- - 1!8" -'TYP. 1/2" PLYWOOD, SEE STRUCT. NOTES I - 5/8" PLYWOOD, SEE FOR ATTACHMENT STRUCT. NOTES FOR ATTACHMENT I 12 SEE ARCH. - \VERT. CLIP/SLB 2x6 CONT. BLKG, ATTACH TO - EA. STUD w/ (2) #12 SCREWS, ATTACH TRUSS TO CONT. BLKG. w/ SIMPSON STRONG - TIE A35 I 2x4 CONT. LEDGER, WOOD TRUSS, /ATTACH TO EA. STUD SEE PLAN w/ (2) 012-24x7 114" TEKS SCREWS (2) 2x8 CONT. LEDGER, ATTACH TO EA. STUD w/ (2) 1/4" DIA. BOLTS, ATTACH TRUSS TO LEDGER w/ - EXT. VENEER, SIMPSON STRONG -TIE H2.5 SEE ARCH. 6"-16GA. STUD @ 16" O.C. I FOR INFO. NOT GIVEN, SEE SECT. 10/55.1 I nrr►-r�r�. � Scale: 3/4" = V-0" - 1-6"x6"x5/16" CONT. - 5/8" PLYWOOD, SEE STRUCT. NOTES FOR ATTACHMENT 12 SEE ARCH. MOHAMMAD R. SERAJI. P.E. 432 SOUTH BROADWAY RD., LEXINGTON, KY 40508 PHONE (859) 252-1678 FAX(859)226-0512 EMAIL PYRAMIDCSE@QX.NET JOB # 12-008 Seal `,``\A11HH1Htfl11/�q/fir iR m FRI 19216WE _ sten OF .� ✓/- 2�' I Z Brian S. Thomas Architect 211 East Broad Street Greenville, SC 29601 T. 864.232.8200 F. 864.232.7587 Project x . 1' ► i / ,.� Outback Steakhouse Carmel, IN Project Number 11242 Drawn By STAFF Checked By MRS Date 28 NOV 2012 Revisions Drawing FRAMING SECTIONS ■ Pl�.t Rate: 28 -Nov -1214:32:28 CONTROL JT.,'SAW CUT OR USE 1/8" PREFORMED INSERT, 1 _ g APPLY ASPHALT COL. T.S. COL., SEE PLAN FILL CUT wl JT. FILLER FLUSH w/ U MASTIC TO EXPOSED TOP OF SLAB T.S. COL. BELOW BASE PLATE & CONC. SLAB, SEE PLAN 3 FINISH FLOOR A.B., SEE PLAN f- O - �� 7 1 112" GROUT S4.0 ¢: o °ac=—x SEE PLAN W SEE PLAN a 0.145 DIA. HILTI X -DNI L.G.M. STUD TYP. 3/16" I i 30# FELT VAPOR BARRIER ��� w PAF w/ MIN. 1 1/2" @ 16 O.C. F.F.E.= o _ EMBED. @ 16" O.C. I I SEE PLAN CRUSHED STONE (1) #4 CONT., E. F. x.� SEE PLAN CONTROL JOINT -'A' ' CONC. SLAB, ° O CONC. SLAB, SEE PLAN L.G.M. CONT. ° n G a �� Q I I /a SEE PLAN U RUNNER SEE PLAN SEE PLAN SEE PLAN o IaD� NOTES: 1 - 1 ��� �J CONSTRUCTION JOINTS MAY BE USED @ CONTROL JOINT x x x=� =x- X- x SEE PLAN —°'x -max= x-a—X�x SEE PLAN o r ANCHOR BOLT COUPLING = a .. a 6" CMU WALL LOCATIONS ONLY & AT x�x" := ' 1U, ° SEE PLAN DISCONTINUE REINF. 2 EA. SIDE SEE PLAN D �^ nOi� On BODY: 19"x20" 14-GUAGE PLATE NUT a PROVIDE LEVELING LOCATIONS WHERE CONTROL ` ° Xa #5 @ 32" O.C., GROUT T,x 8" CMU WALL JOINT IS NOT CONTINUOUS, (4) j��� \ (4) T -BOLTS 1/2 13x3 3/4 Iw a NUT UNDER COL. CELLS FULL @ REINF. UNLESS NOTED OTHERWISE. CONC. SLAB, SEE PLAN CRUSHED (4) 1/2-13 COUPLING NUTS '� - 6 BASE PLATE, TYP. LOCATIONS LAP PER ACI 530 COORD. EMBED. STONE (4) 1/2-13x1" REG BOLTS ° MOHAMMAD R. SERAJI, P.E. REQUIREMENT �__) 1=1 1=1 1=1 II 11 l III=1 11 DROP TOP OF FTG. MIN. ITEMS wJ SUPPLIER x -a- =� SEE PLAN ! SEE SCHED. FOR SIZE & REINF. 8" BELOW BOT. OF 432 SOUTH BROADWAY RD., LEXINGTON, NY 40508 #4 @ 32' O.C. SAFE FURNISHED BY OWNER AND PLUMBING & ELECTRICAL TYPICAL DUMPSTER SLAB CONSTRUCTION, U.N.O.: #4 DOWELS @ 16" O.C. VAPOR BARRIER � � �� SEE PLAN INSTALLED BY MANUFACTURER. PHONE (859} 252-12 6 CONSTRUCTION, SLAB, REINF..: 4x4- #5 DOWELS @ 16" O.C. --) PIPES, TYP. / MEP FAX(859)226-0512 6" O NC. S WWF OVER 6 CRUSHED STONE III—III I i PREMOLDED LOCATION w/ MEP EMAIL: PYRAMIDCSE(�QX.NET COMPACTED #57 CRUSHED CONST. JT. TYP, A SLAB DEPRESSIONS, U.N.O. TYP. A INT. NON -LOAD BRNG. L.G.M. PARTITION WALL, U.N.O. TYP. INTERIOR TUBE STEEL COLUMN FOOTING, U.N.O. STONE, TYP. U.N.O. PAVEMENT, SEE CONSTRUCTION JOINT -'B' TYP. SAFE BEARING PLATE, U.N.O. —� FSITE PLAN SECTION �2� SECTION �� SECTION �4� SECTION SECTION Scale: 3/4" = V-0" UP TO 1" DIA. 1 1/2" TYP., AL OTHERS 2" TY BASE PLATE CENTERLINE COL., PIER & F GROUT BASE SEE PLAN SEE PLAN I N CENTERLINE OF TUBE — cA COL., PIER & FTG. U TYP. BASE PLATE A TUBE STEEL COLUMN, U.N.O. SECTION Scale: 3/4" = V-0" z a�. W W CONT. REINF., SEE PLAN FOR SIZE & # REQUIRED #5 (2-6" } 2'-6" CONT. REINF., SEE PLAN FOR SIZE & # REQUIRED TYP. a@ CONCRETE STEM WALL INTERSECTION, U.N.O. SECTION Scale: 3/4" = V-0" COL 3” FACE OF 6"-18GA. STUD @ 16" O.C., 11 1/8" FACE OF CMU 11" FACE OF FDN. PROVIDE (1) ADDITIONAL EXT. VENEER, 5EE ARCH. 6"-16GA. STUD UNDER EA. ROOF JOIST d' IA fl i 6"-18GA. CONT. RUNNER, FOR INFO. NOT W ATTACH TO CONC. w/ 1/2" DIA. I GIVEN, SEE U) HAS ANCHOR w/ RE 500 SD @ SECT. 18fS4.0 32" O.C. w/ MIN. 4 1/2" EMBED. F.F.E.= EXT. SLAB, SEE SEE PLAN — — SITE PLAN SEE PLAN — SEE PLAN ��v CONC. SLAB, A SEE PLAN ° 30# FELT d ° 8 ° GS4. a I I1 11=1 11=1 SEE PLAN WHERE PLUMBING OR DRAIN PIPE INTERFERES w/ CONT. FTG. OR CORSSES WITHIN 18" BELOW THE FTG., DROP TOP OF FTG. MIN. 8" BELOW PIPE. Scale: 3/4" = 1'-0" EXTRA BARS EQUAL IN -' AREA TO THAT OF REINF. CUT BY OPNG. I r7)'< (4) #5 BARS EXTEND ENDS OF BARS: -�\`\� \ / 40 BAR DIA. FOR #3 THRU #5, 60 BAR DIA. FOR #6 AND LARGER, TYP. TYP. PIPE PENETRATION IN CONCRETE STEM WALL, U.N.O. SECTION Scale: 3/4" = 1'-0" T.S. COL., SEE PLA COL 1 1/2" PLYWOOD, SEE N STRUCT. NOTES FOR ATTACHMENT I 6"-18GA. STUD @ EA. SIDE OF COL., ATTACH TO COL. w/ HILTI POWDER ACTUATED FASTENERS ENPH2 @ 2'-0" O.C. TYP. Cad L.G.M. STUD TO T.S. COL. CONNECTION - PLAN SECTION Scale: 3/4" = 1'-0" FINISH GRADE, SEE SITE PLAN SEE PLAN — CONC.SLAB I F.F.E.= SEE PLAN SEE PLAN =i i 1 1— I—I ' Q SEE PLAN #4 @ 12" O.C. ° 2'-0" (2'-7" ) d aQ (2) #4 CONT. =1 I TOP & BOTTOM 811 Scale: 3/4" = V-0" z ag. W W (1) #4 CONT., E. F. CONC. SLAB, SEE PLAN z W W U) SECTION Scale: 3/4" = V-0" z CL W W U) R F.F.E.= SEE PLAN SEE PLAN SEE PLAN (3) #4 TIES @ 2" O.C., @ TOP, BALANCE @ 8" O.C. (8) #6 STRUCT. NOTES TYP. 0 EXT. CONCRETE PIER, U.N.O. SECTION Scale: 3/4" = V-0" #4X8'-0" @ 12" O.C., — (3) MIN. CONC. SLAB, SEE PLAN F.F.E.= SEE PLAN SEE PLAN SEE PLAN - Z_ g 0 #4 @ 12" O.C. 2'-0" ( � V-6") 15 S4.0 1/2" EXP. JT. UNDER DOOR THRESHOLD EXT. SLAB, SEE SITE PLAN 00 °. 11 #4 @ 12" O.C. 41' - 2 ° C 7-0" VL -a — 8 ° P - -- -- FOR INFO. NOT III1=1 I=1 I=1 GIVEN, SEE SEE PLAN SECT. 18/S-401 Scale: 3/4" = V-0" CONT. REINF., SEE PLAN FOR SIZE & # REQUIRED #5 (3'-0" �) 3'-0" TYP. d, CONCRETE FOOTING CORNER, U.N.O. SECTION Scale: 3/4" = V-0" 2'-0" OR 4'-0" a° e,a 4. d Id d'ad �44 III= i—iii REINF. TO MATCH SIZE & SPACING OF - ° CONT. FOOTING REINF., SEE PLAN NOTES: 1. FOOTING STEPS SHALL BE IN HORIZ./VERT. INCREMENTS OF 2/1 2. PROVIDE STEP FOOTING AS REQUIRED IN ORDER TO MAINTAIN MIN. SOIL BEARING CAPACITY PER SOIL REPORT. TYP. STEPPED FOOTING, U.N.O. SECTION Scale: 3/4" = V-0" (COL 10 S4.0 16 S4.0 I I FOR BASE PLATE & T.S. COL., SEE PLAN ANCHOR BOLT INFO., SEE PLAN ( EXT. VENEER, 1 1/2" GROUT SEE ARCH. I I 7 EXT. SLAB, SEE SITE PLAN S4.0 F.F.E.= SEE PLAN — — — — , d: PROVIDE LEVELING Z NUT UNDER COL. 2" CLR. BASE PLATE, TYP. 0 15°,, ° a (3) #4 TIES @ 2" O.C. @ TOP, BALANCE @ S4.0 a 8" O.C. ° u d Q P (8} #6 DOWELS U=/ 4 LIJ q . I II 1 1—I I I=1 I I=1 I I=1 11=i I SEE SCHED. FOR SIZE & REINF. Scale: 3/4" = V-0" CONT. REINF., S PLAN FOR SIZE i # REQUIRED 90° STD. HOOK SEE PLAN I l TYP. (iA CONCRETE STEM WALL CORNER, U.N.O. SECTION Scale: 3/4" = T-0" 6"-18GA, STUD @ 16" O.C. 6"-18GA, CONT. RUNNER, — ATTACH TO CONC. w/ 1/2" DIA. HAS EPDXY ANCHOR @ 32" O.C. w/ MIN. 4 1/2" EMBED. F.F.E.= SEE PLAN SEE PLAN z —x SEE PLAN a� r — CONC. SLAB SEE PLAN 30# FELT — SECTION Scale: 3/4" = V-0" SHEATHING, SEE STRUCT. NOTES FOR ATTACHMENT #4,@ 12" O.C. #4 @ 12" O.C. (3) #5 CONT. #4 @ 12' O.C. JOB # 12-008 Seal „�„�„►,,,,, a i� I930�1$ ®' STATE OF r.z Brian S. Thoma; Architect 211 East Broad Street Greenville, SC 2960 T. 864.232.8200 F. 864.232.7587 Project COL Outback Steakhouse Carmel, IN I Project Number 1124 Drawn By STAF i Checked By MR T.S. COL., SEEPLAN Date 28 NOV 201 I TYP. 3/16" 7 I Revisions S4.0 F.F.E.= EXT. SLAB, SEE SEE PLANI I — SITE PLAN I — SEE PLAN CONC. SLAB, �� .. BASE PLATE & SEE PLAN A.B., SEE PLAN 0 30# FELT e ° ;- APPLY ASPHALT MASTIC TO EXPOSED T.S. COL, BELOW (3) #4 TIES @ 2" d FINISH FLOOR O.C., BALANCE ° @ 8" O.C. 1 1/2" GROUT :.4' ° 4 : 4 10 77 S4.1 ' w d ° • (8) #6 U d. d L - d: a i I11—III I11 II.=`T,-1T_,`III— SEE SCHED. FOR SIZE & REINF. Drawing FOUNDATION SECTIONS TYP. (A EXT. WALL w/ L.G.M. STUD WALL, U.N.O. TYP. A EXT. WALL w/ L.G.M. STUD WALL Chi PIPE PENETRATION, U.N.O. TYP. CA EXT. PATIO SLAB, U.N.O. TYP. C�fl EXT. DOOR OPENING, U.N.O. TYP. A EXT. COLUMN FOOTING, U.N.Q. SECTION 1s SECTION 19 SECTION 20 SECTION a1 SECTION 22 SECTION 23 Scale: 3/4" = 1'-0" 54.0 Scale: 3/4" = 1'-0" S4•Q Scale: 3/4" = 1'-0" $4.0 Scale: 3i4" = 1'-0" $Q,Q Scale; 314" = 1'-0" $4.o Scale: 3/4" = 1'-0" $4.Q ■ Fil N C:1Us \ a 1 m is\P amid Pr '® 1 - 0 tb k- rm I IN - 10 C . N V 1 .rvt Plot Date: 28-Ngv-1214:37:17 0 CV 8" KNOCK -OUT 6" KNOCK -OUT BOND BM. w/ BOND BM. w/ (1) #5 CONT. (1) #4 CONT. d. r 2'-6" #4 @ 12" O.C., TOP & BOTTOM (3) #5 CONT., TOP & BOTTOM ALTERNATE DIRECTION OF HOOK N L TYP. ttA DUMPSTIE,R. U.N.O. c •2 SECTION 1 f Scale: 3/4" = 1'-0" S4.0 SEE PLAN CONT. REINF., SEE ° a PLAN FOR SIZE & a a L # REQUIRED ° Q 9 n ° � d O >1 ° m z W a 3'-0" ° ° 4. � Mme— °d - .d s � Q vi t0 E O TYP. Ccs CONCRETE FOOTING INTERSECTION, U.N.O. va m SECTION K12 M Scale: 3/4" = V-0" S4.0 O N O Q N Z N L71 M 0 COL 11 1/8" FACE OF CMU N 3" FACE OF STUD 11" FACE OF FDN. .c 6"-18GA. STUD @ 16" O.C., EXT. VENEER, nom' PROVIDE (1) ADDITIONAL SEE ARCH. U 6"-16GA. STUD UNDER EA. ROOF JOIST #4 @ 24" O.C. TYP., 3 U.N.. S5.0 6" CMU 1 = 1/2" PLYWOOD, SEE 0' STRUCT. NOTES Q ° FOR ATTACHMENT w 6"-18GA. CONT.RUNNER, -t� 1 6" KNOCK -OUT W ATTACH TO CONC. wJ 1/2" DIA. - - BOND BM. w/ HAS ANCHOR w/ RE 500 SD @ (1)#4 CONT. 32" O.C. w/ MIN. 4 1/2" EMBED. F.F.E.= EXT. SLAB, SEE SITE PLAN SEE PLAN — — SEE PLAN ' —Xx- SEE PLAN Z- #4 @ 12" O.C., E. F. o #4 @ 12" O.C., E. F. CONC. SLAB, _ 11 1 2 SEE PLAN 30# FELTL Q Q• n r ° - a P ° O (3) #5 CONT. I1 i l=11 1111 I #4 @ 12" O.C. SEE PLAN Scale: 3/4" = V-0" UP TO 1" DIA. 1 1/2" TYP., AL OTHERS 2" TY BASE PLATE CENTERLINE COL., PIER & F GROUT BASE SEE PLAN SEE PLAN I N CENTERLINE OF TUBE — cA COL., PIER & FTG. U TYP. BASE PLATE A TUBE STEEL COLUMN, U.N.O. SECTION Scale: 3/4" = V-0" z a�. W W CONT. REINF., SEE PLAN FOR SIZE & # REQUIRED #5 (2-6" } 2'-6" CONT. REINF., SEE PLAN FOR SIZE & # REQUIRED TYP. a@ CONCRETE STEM WALL INTERSECTION, U.N.O. SECTION Scale: 3/4" = V-0" COL 3” FACE OF 6"-18GA. STUD @ 16" O.C., 11 1/8" FACE OF CMU 11" FACE OF FDN. PROVIDE (1) ADDITIONAL EXT. VENEER, 5EE ARCH. 6"-16GA. STUD UNDER EA. ROOF JOIST d' IA fl i 6"-18GA. CONT. RUNNER, FOR INFO. NOT W ATTACH TO CONC. w/ 1/2" DIA. I GIVEN, SEE U) HAS ANCHOR w/ RE 500 SD @ SECT. 18fS4.0 32" O.C. w/ MIN. 4 1/2" EMBED. F.F.E.= EXT. SLAB, SEE SEE PLAN — — SITE PLAN SEE PLAN — SEE PLAN ��v CONC. SLAB, A SEE PLAN ° 30# FELT d ° 8 ° GS4. a I I1 11=1 11=1 SEE PLAN WHERE PLUMBING OR DRAIN PIPE INTERFERES w/ CONT. FTG. OR CORSSES WITHIN 18" BELOW THE FTG., DROP TOP OF FTG. MIN. 8" BELOW PIPE. Scale: 3/4" = 1'-0" EXTRA BARS EQUAL IN -' AREA TO THAT OF REINF. CUT BY OPNG. I r7)'< (4) #5 BARS EXTEND ENDS OF BARS: -�\`\� \ / 40 BAR DIA. FOR #3 THRU #5, 60 BAR DIA. FOR #6 AND LARGER, TYP. TYP. PIPE PENETRATION IN CONCRETE STEM WALL, U.N.O. SECTION Scale: 3/4" = 1'-0" T.S. COL., SEE PLA COL 1 1/2" PLYWOOD, SEE N STRUCT. NOTES FOR ATTACHMENT I 6"-18GA. STUD @ EA. SIDE OF COL., ATTACH TO COL. w/ HILTI POWDER ACTUATED FASTENERS ENPH2 @ 2'-0" O.C. TYP. Cad L.G.M. STUD TO T.S. COL. CONNECTION - PLAN SECTION Scale: 3/4" = 1'-0" FINISH GRADE, SEE SITE PLAN SEE PLAN — CONC.SLAB I F.F.E.= SEE PLAN SEE PLAN =i i 1 1— I—I ' Q SEE PLAN #4 @ 12" O.C. ° 2'-0" (2'-7" ) d aQ (2) #4 CONT. =1 I TOP & BOTTOM 811 Scale: 3/4" = V-0" z ag. W W (1) #4 CONT., E. F. CONC. SLAB, SEE PLAN z W W U) SECTION Scale: 3/4" = V-0" z CL W W U) R F.F.E.= SEE PLAN SEE PLAN SEE PLAN (3) #4 TIES @ 2" O.C., @ TOP, BALANCE @ 8" O.C. (8) #6 STRUCT. NOTES TYP. 0 EXT. CONCRETE PIER, U.N.O. SECTION Scale: 3/4" = V-0" #4X8'-0" @ 12" O.C., — (3) MIN. CONC. SLAB, SEE PLAN F.F.E.= SEE PLAN SEE PLAN SEE PLAN - Z_ g 0 #4 @ 12" O.C. 2'-0" ( � V-6") 15 S4.0 1/2" EXP. JT. UNDER DOOR THRESHOLD EXT. SLAB, SEE SITE PLAN 00 °. 11 #4 @ 12" O.C. 41' - 2 ° C 7-0" VL -a — 8 ° P - -- -- FOR INFO. NOT III1=1 I=1 I=1 GIVEN, SEE SEE PLAN SECT. 18/S-401 Scale: 3/4" = V-0" CONT. REINF., SEE PLAN FOR SIZE & # REQUIRED #5 (3'-0" �) 3'-0" TYP. d, CONCRETE FOOTING CORNER, U.N.O. SECTION Scale: 3/4" = V-0" 2'-0" OR 4'-0" a° e,a 4. d Id d'ad �44 III= i—iii REINF. TO MATCH SIZE & SPACING OF - ° CONT. FOOTING REINF., SEE PLAN NOTES: 1. FOOTING STEPS SHALL BE IN HORIZ./VERT. INCREMENTS OF 2/1 2. PROVIDE STEP FOOTING AS REQUIRED IN ORDER TO MAINTAIN MIN. SOIL BEARING CAPACITY PER SOIL REPORT. TYP. STEPPED FOOTING, U.N.O. SECTION Scale: 3/4" = V-0" (COL 10 S4.0 16 S4.0 I I FOR BASE PLATE & T.S. COL., SEE PLAN ANCHOR BOLT INFO., SEE PLAN ( EXT. VENEER, 1 1/2" GROUT SEE ARCH. I I 7 EXT. SLAB, SEE SITE PLAN S4.0 F.F.E.= SEE PLAN — — — — , d: PROVIDE LEVELING Z NUT UNDER COL. 2" CLR. BASE PLATE, TYP. 0 15°,, ° a (3) #4 TIES @ 2" O.C. @ TOP, BALANCE @ S4.0 a 8" O.C. ° u d Q P (8} #6 DOWELS U=/ 4 LIJ q . I II 1 1—I I I=1 I I=1 I I=1 11=i I SEE SCHED. FOR SIZE & REINF. Scale: 3/4" = V-0" CONT. REINF., S PLAN FOR SIZE i # REQUIRED 90° STD. HOOK SEE PLAN I l TYP. (iA CONCRETE STEM WALL CORNER, U.N.O. SECTION Scale: 3/4" = T-0" 6"-18GA, STUD @ 16" O.C. 6"-18GA, CONT. RUNNER, — ATTACH TO CONC. w/ 1/2" DIA. HAS EPDXY ANCHOR @ 32" O.C. w/ MIN. 4 1/2" EMBED. F.F.E.= SEE PLAN SEE PLAN z —x SEE PLAN a� r — CONC. SLAB SEE PLAN 30# FELT — SECTION Scale: 3/4" = V-0" SHEATHING, SEE STRUCT. NOTES FOR ATTACHMENT #4,@ 12" O.C. #4 @ 12" O.C. (3) #5 CONT. #4 @ 12' O.C. JOB # 12-008 Seal „�„�„►,,,,, a i� I930�1$ ®' STATE OF r.z Brian S. Thoma; Architect 211 East Broad Street Greenville, SC 2960 T. 864.232.8200 F. 864.232.7587 Project COL Outback Steakhouse Carmel, IN I Project Number 1124 Drawn By STAF i Checked By MR T.S. COL., SEEPLAN Date 28 NOV 201 I TYP. 3/16" 7 I Revisions S4.0 F.F.E.= EXT. SLAB, SEE SEE PLANI I — SITE PLAN I — SEE PLAN CONC. SLAB, �� .. BASE PLATE & SEE PLAN A.B., SEE PLAN 0 30# FELT e ° ;- APPLY ASPHALT MASTIC TO EXPOSED T.S. COL, BELOW (3) #4 TIES @ 2" d FINISH FLOOR O.C., BALANCE ° @ 8" O.C. 1 1/2" GROUT :.4' ° 4 : 4 10 77 S4.1 ' w d ° • (8) #6 U d. d L - d: a i I11—III I11 II.=`T,-1T_,`III— SEE SCHED. FOR SIZE & REINF. Drawing FOUNDATION SECTIONS TYP. (A EXT. WALL w/ L.G.M. STUD WALL, U.N.O. TYP. A EXT. WALL w/ L.G.M. STUD WALL Chi PIPE PENETRATION, U.N.O. TYP. CA EXT. PATIO SLAB, U.N.O. TYP. C�fl EXT. DOOR OPENING, U.N.O. TYP. A EXT. COLUMN FOOTING, U.N.Q. SECTION 1s SECTION 19 SECTION 20 SECTION a1 SECTION 22 SECTION 23 Scale: 3/4" = 1'-0" 54.0 Scale: 3/4" = 1'-0" S4•Q Scale: 3/4" = 1'-0" $4.0 Scale: 3i4" = 1'-0" $Q,Q Scale; 314" = 1'-0" $4.o Scale: 3/4" = 1'-0" $4.Q ■ Fil N C:1Us \ a 1 m is\P amid Pr '® 1 - 0 tb k- rm I IN - 10 C . N V 1 .rvt Plot Date: 28-Ngv-1214:37:17 c .Q U cu _N C R 3 0 n. 0 t 0 A C cu c 0 N ca H J U 0 Q co n - o0 A L Q :5 0 co CD c ca ❑ 0 t A DINING ELEVATION 1/4"=V-0" 3'-11" 1 1 2'-0" 2'-0" 2'-0" 3'-11" EQ. EQ. lo KEIA 9 KEIA DINING ELEVATION 1/4"=V-0-' — BAR ELEVATION 1/4"=V-0" LOBBY ELEVATION 1/4"=1'-0" 4'-2" 7-10" 7-6" 7-6" be 2'-10" 4'-2" T-0" 2'-0" 3'-0" Ilk if KB -1 Q KBA Q KB -1Q KB -3(? KB -1Q KB -1(? KBAY KB -14 KBAT KB -14 KBAT DINING ELEVATION 1/4"=1'-0" DINING ELEVATION 1/4"=V-0" 6 �4�= TROOM ELEVATION LOBBY ELEVATION 1/4"=1'-0" LOBBY ELEVATION 1/4"=1'-0" A5.0 GENERAL NOTES A. ALL ARTWORK TO BE CENTERED ON WALL BOTH HORIZONTALLY AND VERTICALLY AS SHOWN. (UNLESS NOTED OTHERWISE) B. MANAGING PARTNER IS RESPONSIBLE FOR REPAIRING ALL BROKEN BOOTH ENDS PRIOR TO REMODEL COMPLETION. C. MANAGING PARTNER IS RESPONSIBLE FOR REPAIRING ALL EXISTING WAINSCOT, CAP, APRON, & BASEBOARD WHERE DISCOLORATION AND OTHER DEFECTS EXIST. D. SEE SHEET FS -1 FOR CEILING AND LOW WALL HEIGHTS. E. ALL ITEMS NOT LABELED ON INTERIOR ELEVATIONS ARE TO REMAIN IN EXISTING CONDITION AND LOCATION. F. G.C. TO PAINT ALL INTERIOR HOLLOW METAL DOOR FRAMES DARK BRONZE. FINISH: PAINT (P-10). G. AFTER ADJUSTING LIGHTING FOR DECOR, ELECTRICAL CONTRACTOR TO TIGHTEN SET SCREWS TO ADJUST POSITION. H. G.C. IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL EXISTING DECOR. ALL DECOR IN DINING AREAS, BAR AREAS, TAKE AWAY AREA, SERVICE AISLES, KITCHEN ENTRANCES, RESTROOM, ECT. MUST BE REMOVED UNLESS SPECIAL APPROVAL IS OBTAINED FROM OSI DESIGN. COORDINATE DISPOSAL WITH MANAGING PARTNER. A5.0 KEY NOTES 1. WOOD DOOR. FINISH: STAIN (S-5). 2. EXIT SIGN. 3. FIRE STROBE. 4. EMERGENCY LIGHTS. 5. 1X6 OAK BASE. FINISH: STAIN (S-1) 6. HORIZONTAL 1 X6 SQUARE PROFILE PINE T&G WAINSCOT PANELING, STAGGER JOINTS. PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. (TYPICAL FOR DINING AREAS) . 7. BAR TOP. 8. 1 X HARDITRIM. FINISH: PAINT TO MATCH EXISTING TRIM. 9. CHANDELIER BY OWNER. 10. HDTV. SEE SHEET FS -1 FOR EXACT LOCATION. 11. SMOOTH DRYWALL FINISH (TBD BY OSI DESIGN DEPARTMENT) 12. 1X4 PINE TRIM. FINISH: STAIN (S-4). 13. 1 1/2" AIR GAP. DO NOT INSTALL 1X6 BASEBOARD BEHIND WAITING BENCH (TYPICAL). 14. G.C. TO MOUNT ARTICULATING ARM BRACKET BASE ON THIS SIDE OF TV CABINET. WHEN MOUNTED AND TV IS FLUSH AGAINST CABINET, TV SHOULD BE CENTERED IN CABINET AND THE TOP SHOULD ALIGN WITH TOP OF CABINET. 15. AT FRESH/STEAK ART, GC TO REMOVE LAG SCREWS FROM CORNERS AND FASTEN ART TO WALL USING PROVIDED SCREW HOLES. G.C. TO RE-INSERT DECORATIVE LAG SCREWS IN ORDER TO CONCEAL FASTENERS. 16. STONE VENEER. 17. FIRE EXTINGUISHER CABINET. BLACK OR OTHER NON -CHROME FINISH. 18. Y4" PREFINISHED PLYWOOD WAINSCOT PANELING WITH 1 y" X %" BATTENS OVER PANEL JOINTS. PROVIDED BY MILLWORK CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR. (TYPICAL FOR WAITING AND RECEPTION AREAS). INTERIOR FINISH SCHEDULE LOBBY ELEVATION 1/4"=1'-0" P-3 BENJAMIN MOORE "HALE NAVY" BMHC154 MATTE FINISH P 5 SHERWIN-WILLIAMS "OUTBACK BLACK" SATIN FINSH P 9 BENJAMIN MOORE "ADOBE BEIGE" 1128 P-10 SHERWIN WILLIAMS "FRENCH ROAST" SW 6069 ENAMEL LATEX; LOW SHEEN P-12 SHERWIN WILLIAMS "HUBBARD SQUASH" EGGSHELL FINISH P-15 BENJAMIN MOORE "BUCKINGHAM GARDENS" BM545 EGGSHELL FINISH P-16 SHERWIN WILLIAMS "JALAPENO" SW 6629 SATIN FINISH P-17 BENJAMIN MOORE "ADOBE ORANGE" BM 2171-30 SATIN FINISH P-18 BENJAMIN MOORE "SAILORS SEA BLUE" BM2063-40 SATIN FINISH S-1 MINWAX "EBONY" SHER-WOOD BAC WIPING STAIN S-4 MINWAX "GOLDEN OAK" AND "PROVENCIAL" 50/50 MIX - POLYURETHANE GLOSS. APPLY 2 COATS MINIMUM. SAND BETWEEN EACH APPLICATION ADJUST STAIN MIX AS NECESSARY TO MATCH EXISTING. S-5 COLOR WHEEL "PECAN" MARINE GRADE FOR EXTERIOR EXPOSURE C-1 CELOTEX "HALE NA P-12 I I 5 18 Seal ��1111111i/�� S. T HOi� _ :No. AR 11100018' - STAT E 1100018STATE OF m o �0 ••'• `r�Q I ANP •• • NOV 3 0 1012 DP3 ARCHITECTS DP3 ARCHRBI M M. 211 Eft Broad 8111" Groomft 8C 2MI T. 884.281.8800 F. IIIM 9 MY www.DPBarolldbob oom Project Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By MHT Checked By BST Date 28 NOV 12 Revisions Drawing Interior Elevations A5.0 C: O c_ c .52 c �L 3 2 - CL CL N 0 A ca c cc D CA U L M O tU ❑. 0 a m m CIO rn C: 4 C D H .,r .c A I V_8" I i ZI -ter L BAR CEILING PLAN 3/8"=1'-0" 1/2"=1'-0" DETAIL AT BAR SOFFIT 1-1/2"=1'-0" 10 4 34 co SECTION A -A 37 37 PANEL 'A' INSTALL SECTION 1 ST RAD (`IIZ:I1 Inl(_ DI AINIC �I 34" 3'-11 1/4" SECTION B -B PANEL 'B' INSTALL SECTION 2ND 34" 2" 1 - SECTION - S-11 1/4" ol DETAIL AT BACK BAR/SOFFIT PANEL 1 "=1'-0" T-11 1/4" 10 J 7 01 PANEL'C' PANEL'D' INSTALL SECTION 3RD INSTALL SECTION 4TH PANEL 'E' INSTALL SECTION 5TH [LAST] 40-1/2' RAR nu= %AIA[ 1 _ r r% Tn PRnVInF: nC:TAII AT rkA(V RAR A6.0 GENERAL NOTES A. ALL ITEMS NOTED AS 'BY MILLWORK CONTRACTOR' ARE TO BE INSTALLED BY G.C. B. ALL ITEMS NOTES AS 'BY DECOR CONTRACTOR' ARE TO BE INSTALLED BY G.C. C. REFER TO SHEET EL -1 FOR INTERIOR FINISH SCHEDULE. D. ALL SHEET NOTES MAY NOT APPLY. A6.0 KEY NOTES 1. CEILING. 2. NOT USED. 3. NOT USED. 4. LIQUOR STEPS BY MILLWORK CONTRACTOR. 5. G.C. TO ADD (2EA.) SPRINKLER HEADS TO INSIDE VERTICAL FACE OF NEW BAR SOFFIT. COORDINATE WITH OSI P.M. 6. G.C. TO PAINT BAR SOFFIT PANEL (P-18) ABOVE DECORATIVE PANEL SUPPORT ANGLE. 7. UPPER PART OF ANGLE SUPPORT BRACKET TO BE PAINTED (P-18) . 8. 1" STAINLESS STEEL PIPE PRE -MANUFACTURED WITH 90 DEGREE TURN DOWN. 9. G.C. TO ATTACH FLEXIBLE DRAIN HOSE TO 90 DEGREE TURN DOWN WITH ADJUSTABLE PIPE CLAMP. 10. G.C. TO PROVIDE FLEXIBLE DRAIN HOSE TO FLOOR SINK/DRAIN. 11. BAR SOFFIT BY MILLWORK CONTRACTOR. 12. 3/4" PLYWOOD OVER WOOD STUDS. 13. GYPSUM BOARD. PROVIDE SMOOTH PAINTABLE FINISH. PAINT (P-18). 14. ELECTRICAL FEED FROM ABOVE. ROUTE THROUGH STACK WALL CHASE TO LOW WALL. 15. 1/2" PLYWOOD OVER WOOD STUDS. 16, WOOD BLOCKING AS NEEDED TO FURR OUT SUPPORT ANGLE. 17. THREADED ROD TO UNI -STRUT ABOVE. THREADED ROD BY MILLWORK CONTRACTOR. UNI -STRUT IS BY G.C. 18. TITUS 272 FL 16" X 4" DOUBLE DEFLECTION SUPPLY AIR GRILL. G.C. TO PAINT TO MATCH STAINED SOFFIT COLOR. 19. FINISHED FACE OF BACK BAR MILLWORK PANEL. 20. 2X6 PRESSURE TREATED BASE PLATE. 21. 2X6 WOOD STUD WALL @ 16" O.C. 22. BLACK FRP PANELS. 23. NOT USED. 24. NOT USED. 25. 1X WAINSCOT. 26. NOT USED. 27. SLOPED OAK CAP AT FULL HEIGHT WALL. 28. WALL FINISH. 29. NOT USED. 30. END OF SOFFIT. 31. FACE OF PLYWOOD ON BACK BAR WALL. 32. 3" X 3" METAL ANGLE BEHIND VERTICAL PANEL. ANGLE TO STOP AT FACE OF DISPLAY CABINET. 33. FACE OF VERTICAL PANEL. 34. REMOVABLE PANELS BY DECOR CONTRACTOR. PENDANTS ARE INTEGRATED WITH PANELS. 35. 3" X 3" CONTINUOUS METAL SUPPORT ANGLE BY DECOR CONTRACTOR. 36. 1" X 1" REVERSE ANGLE FOR VERTICAL PANEL SUPPORT. PROVIDED BY DECOR CONTRACTOR. 37. LIGHT FIXTURE. REFER TO LIGHT FIXTURE SCHEDULE ON ELECTRICAL DRAWINGS. 38. STACK WALL BY OWNER. REFER TO SHOP DRAWINGS. nFTAII AT RAr..K RAR r..FII INC, Seal XXIIIIIII//// S. -rHo m Q�.•P��,\STF,9�o�ysoi -- :No. AR 11100018: _ STATE CF -Z- 'A y� NOV 3 0 2012 DP3 ARCHITECTS DM NWWnWM LTD. 211 Eget Broad Sh" QnswrAl% BC M T.0"282.SM F. 884.2=.7567 MAIM Project :OUTBAC • S T E A K H O U S E pIN Outback Steakhouse Carmel, IN Store # 1513 Project Number 1141- Drawn 14Drawn By M Checked By B Date 28 NOV Revisions Drawing Interior Details Bar A6.0 4 co PANEL 'E' INSTALL SECTION 5TH [LAST] 40-1/2' RAR nu= %AIA[ 1 _ r r% Tn PRnVInF: nC:TAII AT rkA(V RAR A6.0 GENERAL NOTES A. ALL ITEMS NOTED AS 'BY MILLWORK CONTRACTOR' ARE TO BE INSTALLED BY G.C. B. ALL ITEMS NOTES AS 'BY DECOR CONTRACTOR' ARE TO BE INSTALLED BY G.C. C. REFER TO SHEET EL -1 FOR INTERIOR FINISH SCHEDULE. D. ALL SHEET NOTES MAY NOT APPLY. A6.0 KEY NOTES 1. CEILING. 2. NOT USED. 3. NOT USED. 4. LIQUOR STEPS BY MILLWORK CONTRACTOR. 5. G.C. TO ADD (2EA.) SPRINKLER HEADS TO INSIDE VERTICAL FACE OF NEW BAR SOFFIT. COORDINATE WITH OSI P.M. 6. G.C. TO PAINT BAR SOFFIT PANEL (P-18) ABOVE DECORATIVE PANEL SUPPORT ANGLE. 7. UPPER PART OF ANGLE SUPPORT BRACKET TO BE PAINTED (P-18) . 8. 1" STAINLESS STEEL PIPE PRE -MANUFACTURED WITH 90 DEGREE TURN DOWN. 9. G.C. TO ATTACH FLEXIBLE DRAIN HOSE TO 90 DEGREE TURN DOWN WITH ADJUSTABLE PIPE CLAMP. 10. G.C. TO PROVIDE FLEXIBLE DRAIN HOSE TO FLOOR SINK/DRAIN. 11. BAR SOFFIT BY MILLWORK CONTRACTOR. 12. 3/4" PLYWOOD OVER WOOD STUDS. 13. GYPSUM BOARD. PROVIDE SMOOTH PAINTABLE FINISH. PAINT (P-18). 14. ELECTRICAL FEED FROM ABOVE. ROUTE THROUGH STACK WALL CHASE TO LOW WALL. 15. 1/2" PLYWOOD OVER WOOD STUDS. 16, WOOD BLOCKING AS NEEDED TO FURR OUT SUPPORT ANGLE. 17. THREADED ROD TO UNI -STRUT ABOVE. THREADED ROD BY MILLWORK CONTRACTOR. UNI -STRUT IS BY G.C. 18. TITUS 272 FL 16" X 4" DOUBLE DEFLECTION SUPPLY AIR GRILL. G.C. TO PAINT TO MATCH STAINED SOFFIT COLOR. 19. FINISHED FACE OF BACK BAR MILLWORK PANEL. 20. 2X6 PRESSURE TREATED BASE PLATE. 21. 2X6 WOOD STUD WALL @ 16" O.C. 22. BLACK FRP PANELS. 23. NOT USED. 24. NOT USED. 25. 1X WAINSCOT. 26. NOT USED. 27. SLOPED OAK CAP AT FULL HEIGHT WALL. 28. WALL FINISH. 29. NOT USED. 30. END OF SOFFIT. 31. FACE OF PLYWOOD ON BACK BAR WALL. 32. 3" X 3" METAL ANGLE BEHIND VERTICAL PANEL. ANGLE TO STOP AT FACE OF DISPLAY CABINET. 33. FACE OF VERTICAL PANEL. 34. REMOVABLE PANELS BY DECOR CONTRACTOR. PENDANTS ARE INTEGRATED WITH PANELS. 35. 3" X 3" CONTINUOUS METAL SUPPORT ANGLE BY DECOR CONTRACTOR. 36. 1" X 1" REVERSE ANGLE FOR VERTICAL PANEL SUPPORT. PROVIDED BY DECOR CONTRACTOR. 37. LIGHT FIXTURE. REFER TO LIGHT FIXTURE SCHEDULE ON ELECTRICAL DRAWINGS. 38. STACK WALL BY OWNER. REFER TO SHOP DRAWINGS. nFTAII AT RAr..K RAR r..FII INC, Seal XXIIIIIII//// S. -rHo m Q�.•P��,\STF,9�o�ysoi -- :No. AR 11100018: _ STATE CF -Z- 'A y� NOV 3 0 2012 DP3 ARCHITECTS DM NWWnWM LTD. 211 Eget Broad Sh" QnswrAl% BC M T.0"282.SM F. 884.2=.7567 MAIM Project :OUTBAC • S T E A K H O U S E pIN Outback Steakhouse Carmel, IN Store # 1513 Project Number 1141- Drawn 14Drawn By M Checked By B Date 28 NOV Revisions Drawing Interior Details Bar A6.0 A6.1 GENERAL NOTES A. REFER TO REFLECTED CEILING PLAN SHEET A1.2 FOR CEILING HEIGHTS & FINISHES. B. REFER TO FINISH FLOOR PLAN FOR FLOOR FINISHES. C. G.0 TO VERIFY W/ OSI ALL MILLWORK CONTRACTOR SUPPLIED PRE -FINISHED WOOD TRIM & PANELING PRIOR TO ORDERING G.C. PROVIDED WOOD TRIM & PANELING. D. U.N.0, ALL WOOD TRIM SUPPLIED & INSTALLED BY G.C. 9" 35 35 A6.1 KEY NOTES 0AW 1.CONCRETE SLAB. 2. NOT USED. O 3. NOT USED. EQ. EQ. 10 4. FINISHED FLOOR. REFER TO FINISH FLOOR PLAN SHEET A1.4 FOR A6.1 ADDITIONAL INFORMATION. 5. 3/4" OAK QUARTER ROUND. STAINED TO MATCH BASE. � 5 6. 1X6 OAK BASE. STAIN. A6.1 2 7. Y4' PREFINISHED PLYWOOD WAINSCOT PANELING WITH 1 Y2' X %" BATTENS OVER PANEL JOINTS. PROVIDED BY MILLWORK A8.0 CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR. (TYPICAL FOR (j WAITING AND RECEPTION AREAS). .. .... 16 8. 1/2" GWB SHEATHING. Seal 15 9. 1/2" 4 -PLY PLYWOOD SHEATHING. d w 21 \ 10. 3/8" X 1 112" BATTEN STRIPS. STAINED S-1. SUPPLIED BY MILLWORK 9 Q CONTRACTOR AND INSTALLED BY G.C. 10 ,��111111/off w v 11. EXTERIOR WALL FRAMING. REFER TO DRAWING A1.1. l��� P� S. ry0 4 a BEYOND 21 w � � ,1sr� F°•his' �r P�_ 9 A6.1 \ 12. 2X12 WOOD STUDS AT 16" O.C. ...... .....:. <8> 3 13. 2X4 WOOD STUDS AT 16" O.C. y o N0 a9 ttt000tsa `- � • � STATE OF �' • 14. VERTICAL 1X2 FRT WOOD FIRE BLOCKING AT 48" O.C. MAX.6 8 A6.1 15. 1X4 OAK TRIM. STAIN. seaHITIE•• �`` A6.1 O �,�5111111��` 15 13 16. 2X OAK CHAIR RAIL CAP WITH 3/8" EASED EDGE. STAIN. _ - 17. CONTINUOUS CLEAR SILICON CAULK. NOV 3 o 2012 -� 18. 112" GWB PAINTED. REFER TO INTERIOR ELEVATIONS. -............ _.... .... .. ... _.._. FURNITURE - REFER TO \ \ SHEET FS -1 19. FINISHED CEILING. REFER TO RCP SHEET A2.1 FOR CEILING HEIGHTS AND FINISHES. 20 10 1 p 20. 1X6 PINE SQUARE PROFILE T&G WAINSCOT PANELING. TYPICAL DINING AREA WALLS. REFER TO INTERIOR DETAILS FOR MORE .� 2 _ � - INFORMATION. A6.1 12 12 13 21. CUSTOM STACK WALL SUPPLIED BY MILLWORK CONTRACTOR AND INSTALLED BY G.C. OFFSET \ 13 A6.1 01 CEILING 1 1/4" A6.1 22. STACK WALL MOUNTING BRACKET. SUPPLIED BY MILLWORK FRAMING - - - MIRRORED 0 CONTRACTOR AND INSTALLED BY G.C. ABOVE 7 7 r + w EQ. EQ. EQ. EQ. 6 4 23. 2X WOOD BLOCKING. 4 , 6 6 24. PLEXI -GLASS LIGHT COVE SHIELD. SUPPLIED BY MILLWORK _. 5 CONTRACTOR AND INSTALLED BY G.C. ARCHITECTS 25. LED STRIP LIGHT. SUPPLIED BY MILLWORK CONTRACTOR AND d d a d a a INSTALLED BY G.C.'S ELECTRICIAN. a 140-L A 26. 3/4" B.C. GRADE PLYWOOD SHEATHING. SMOOTH SIDE EXPOSED. A a Q a PAINT. Q � A6.1 1 27. 1X1 1/2" OAK TRIM. STAIN. L OPS AR0HI'1EY."1'8. LTD. 28. 1/2" X 1 1/8" OAK TRIM. STAIN. 0 WALL PANELING PLAN 2 STACK WALL SECTION 3 STACK WALL SECTION 4)�L�PANEL�ING SECTION 211 EMBrO S&W aroww t SC2A801 03!8"=1'-0"-0"4"=1'-0" 29. 1 112" X 3 112" OAK TRIM. STAIN. T. BA�.Qffi.8�00 F. 8dll.2a?.76>B�1 ca www.DPBOOM 0 30. ROOF STRUCTURE. REFER TO STRUCTURAL DRAWINGS. 31. NOT USED. Project 42A 32. CONTINUOUS UNISTRUT P1000 - 1 5/8" X 1 5/8" 12 GAUGE. BETWEEN MIN. (2) JOISTS. CLAMP TO BOTTOM CHORD. 33. 3/8" ALLTHREAD WITH NUT AND WASHER AT EACH END. J 34. LINE OF LIGHT COVE. 35. ARMSTRONG GWB CEILING GRID SYSTEM. ATTACH TO STRUCTURE ABOVE. M 36. 2X4 BASE PLATE. 0 16 p 21 A 20A �g� - 37. NOT USED. C 33 15 �. 39 9 1/2" 38. LIGHT. REFER TO ELECTRICAL DRAWINGS. 21 49 24 21 39. ELECTRICAL FEED FROM ABOVE. ROUTE THROUGH STACK WALL 27 ___ __ CHASE TO LOW WALL. a� 6 3/4" 22 2 3/4" • 15 26'ACK 23 22 T • ... • S T E A K H O U S E A • D 16 20 01 12 .. I 49B m I II u LO 28 - I (y) co 23 F 25 O 16 15 36 10 U - 15 26 o0 26 Outback Steakhouse io 10 6 9 a Carmel, IN �fl 2p i p7 Store # 1513 5 4 9 10 ii 49C BEYOND "' 12 Project Number 11242 N 6 1 _p 12 Drawn By MTP 01 7 Checked By BST Date 28 NOV 12 a Revisions CHAIR RAIL CAP DETAIL PA�ER CABINET DETAIL STACK WALL CAP DETAIL 0 HALF -HEIGHT WALL STACK WALL CAP DETAIL @ PERIMETER WALL BASE DETAIL 3' =1 -0 6 3/4" -0' % 3"=1'-0,. 8 3..=1 ,-0" 9 3=1'-0., BOTTOM TOP OF OUTSIDE 7 OF 2" x - TRIM 21 4" N 62 1/2" AFF. IN 63 1/2" AFF. 11 39 ........ TOP OF FIRE EXT. 38 22 23 58" AFF. 9 21 LU 10 = 33 SIM. @ OTHER W END OF WALL Oz O N 6 z T 16 Q X m 11 C\1 W N 4 A6.1 N ir LL 15 BOTT. OF FIRE fiiik EXT. 16 4Drawing 2" AFF. __<8> 4 7 3 10 21 ABV, 7 TOP OF ABV. 2" x a" BOTTOM OF Interior Details A6.1 10 37 1/2" AFF. - OUTSIDE TRIM Waiting Area T 36" AFF. a � 9 26 a 1 12 STACK WALL PLAN 11 STACK WALL CAP DETAIL HALF HEIGHT WALL 12 FIRE EXTINGUISHER CABINET DETAIL &���ESSED BASE DETAIL STACKWALLATCOLUMNWRAPDETAIL1 3/4"=1'-0" 3' =1'-0" 1 112 = 1 -0 LARSENSCAMEOC2409-R STAINLESSSTEEL TRIM &CLEAR BUBBLE =1 3"=1'-0" 1 A6m A6.2 GENERAL NOTES A. REFER TO REFLECTED CEILING PLAN SHEET A1.2 FOR CEILING HEIGHTS & FINISHES.ALL PINE 7 SIM B. REFER TO FINISH FLOOR PLAN FOR FLOOR FINISHES. 7 112" A6.2 A6.2 KEY NOTES 11 I' 1. CONCRETE SLAB. 10 2. FINISH FLOOR. REFER TO FINISH FLOOR PLAN. 14 14 3. 2X4 WOOD BOTTOM PLATE OVER 6MM POLY MOISTURE BARRIER. 7 4. 2X4 WOOD STUDS AT 16" O.C. 5. 1 X6 WOOD BASE. STAIN. 8 6. 3/4" QUARTER ROUND. STAINED TO MATCH BASE. 2 7. HORIZONTAL 1 X6 PINE T&G WAINSCOT PANELING, STAGGER JOINTS. PROVIDED BY MILLWORK CONTRACTOR, INSTALLED BY GENERAL A6.2 7 CONTRACTOR. (TYPICAL FOR DINING AREAS). 11 I REFER TO SHT. A1.0 FOR DEPTH A6.2 8. CONTINUOUS 2X8 WOOD BLOCKING AT 28" AFF AT TABLE TOP TOP CANTILEVER BRACKET. T 9. COLUMN. REFER TO STRUCTURAL DRAWINGS. 4 10. 1 X4 APRON TRIM. STAINED. 11. 2X WOOD CAP WITH 3/8" EASED EDGE. STAINED. 12. METAL STUD PARTITION. REFER TO SHEET A1.1 FOR SIZE AND Seal SPACING. I13. 1/2" 4 -PLY PLYWOOD SHEATHING TO 53 1/2" AFF. 14 Sim 16 2 14. 1/2" GWB. PAINT. e,�` N S TH 13 4 A6.2.P•c��sTF��.�'S's��i 7 15. 2X6 FRT STUD FRAMING AT 24" O.C. FOR RAISED BAR DINING 2 PLATFORM. =: : No. AP 11100018 (TYP. AT HALF _ = - HEIGHT WALL) 16. 3/4" FRT PLYWOOD SUB -FLOOR. e STATE OF i '•.!��Jv i ANP•. • -e- 17. 1 X TRIM TO TERMINATE 1 X6 T&G HORIZONTAL WAINSCOT PANELING. 4 5 15 C° 18. 1/2" DUROCK SHEATHING TO 12" A.F.F. 5 A6.2 A6.2 ZA 19. LATICRETE MOISTURE BARRIER. a a a a 2 6 5 a 4 a Q 20. CONTINUOUS CLEAR SILICON CAULK. NOV 3 O ZO12 2 Q 4 21. 1X WOOD TRIM. STAINED. 22. METAL STUD VERTICAL COLUMN CORE. SECURE TO LOW WALL BELOW AND STRUCTURE ABOVE. ° 5 31 5 6 23. DALTILE CHIARO BEIGE M710 MARBLE POLISHED DOUBLE BEVEL THRESHOLD. 1 24. QUARRY TILE WATER DAM. 25. QUARRY TILE FLOOR. TYPICAL WALL PANELING ELEVATION(Di14--po" . WALL PANELING SECTION (D54"1 HIGH PARTITION SECTION 26. PVC Z -BAR CAP TRIM AT FRP LOCATIONS ONLY. 1 "=1'-0" 1-1/2"=1'-0" 27. WALL SHEATHING. DP3 28. 4X3 TRIM; TERMINATE HORZ PINE CLOSE TO TRIM. LOCATED TRIM ON SHORTER LENGTH OF WALL. ARCHITECTS 7 SIM /'1 V v 7 1 /2" A6.2 29. DALTILE BLACK G771 MARBLE POLISHED DOUBLE BEVEL THRESHOLD. 74- 30. SEE SHEET A1.2 FOR FRONT OF HOUSE FLOOR FINISHES. 11 DPS AMMECTB, LTD. 10 211 ERA Brod Ob" Greenvft 8C 89®01 T. 884.282.8200 F. 884".7887 www.DPSoroNEsab.00m 7 Project 8 27 4 7 12 15 7 7 I I 18 4 0 13 19 0 26 5 17 5 r 1 g 4 7,. 2 2 A6.2 7 2 20 6 6 6 5 21 • 6 2-OUTRAK • 1 19 2 • S T E A K H O U S E • U clN vI II 1 21 -' ° 9 D Outback Steakhouse 1 3 1 5 3 1 Carmel, Store # 1513 TYP. BASE DETAIL BASE DETAIL @FULL HEIGHT WALL BASE DETAIL AT WATERPROOF WALL 48" HIGH PARTITION SECTION COLUMN DETAIL 4 3"=1' 0" 3"=1' 0" 1 1 1-1/2"=1'-0" 12 3"=1'-0" Project Number 11242 Drawn By MHT Checked By BST Date 28 NOV 12 Revisions 14 20 11 LL L LL I N CV co 1 p co � 30 29 25 25 23 25 6.. 24 1/2" 2 1/2"oo 21 - T N 1 /2" 3/4" , .. .. 21 r zi 4 Q o Drawing 7 22 zna Interior Details 13 o 28 7 28 17 5 1/2" Dining Room 12 I CHAIR -RAIL CAP DETAIL COLUMN DETAIL MARBLE THRESHOLD -F.O.H. MARBLE THRESHOLD -B.O.H. TRIM DETAIL ENDCAP AT HALF HEIGHT WALL ��R��R BLACK 3"=1'-0" CHIARO BEIGE 031'-0"3"=1'-0" 3"=1'-0" 3"=1'-0" 14 WALL SECTION AT MAIN ENTRY 3/4" = 1'-0" A7 SERIES GENERAL NOTES A. REFER TO STRUCTURAL DRAWINGS FOR SIZES, CONNECTIONS AND PLACEMENT OF STRUCTURAL COMPONENTS. B. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES AND LOCATIONS. C. REFER TO INTERIOR ELEVATIONS FOR ALL INTERIOR FINISHES. D. REFER TO FLOOR FINISH DRAWING FOR ALL FLOOR FINISHES. E. ALL CEILING HEIGHTS ARE SHOWN FOR CONVENIENCE. CONTACT ARCHITECT WITH ANY CONFLICT BETWEEN HEIGHTS SHOWN ON REFLECTED CEILING PLAN AND THIS SHEET. F. ALL EXTERIOR WOOD FRAMING AND TRIM TO BE SOUTHER PINE # 1 REFER TO STRUCTURAL. STAIN AND SEAL. COLOR TO BE SELECTED BY ARCHITECT. A7 SERIES KEY NOTES 1. SINGLE PLY ROOF MEMBRANE RUN CONTINUOUS OVER TOP OF PARAPET WALL AND TERMINATE UNDER COPNG. OVER METAL DECK AND RIGID INSULATION ROOF STRUCTURE. INSTALL PER ROOF MANUFACTURERS REQUIREMENTS. 2. 2X WOOD BLOCKING. 3. 6" METAL STUD. 4. ACOUSTICAL CEILING TILE AND GRID WITH SUPPORT CABLES TO STRUCTURE ABOVE. 5. BATT INSULATION, 6. 1/2" GYPSUM BOARD. 7. EXTERIOR GRADE SHEATHING. REFER TO STRUCTURAL DRAWINGS. 8. STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS. 9. FOUNDATION REFER TO STRUCTURAL DRAWINGS. 10. CONTINUOUS FLASHING ABOVE BRICK VENEER. 11. PREFABRICATED WOOD TRUSSES, TYPICAL. REFER TO STRUCTURAL DRAWINGS. 12. STEEL BEAM. REFER TO STRUCTURAL DRAWINGS. 13. STEEL ANGLE TO RECEIVE ROOF DECK. REFER TO STRUCTURAL DRAWINGS. 14. METAL STUD FRAMING. REFER TO STRUCTURAL DRAWINGS AND NOTED FLOOR PLAN FOR DETAILS. 15. RIGID INSULATION OVER 1-1/2" METAL DECK. REFER TO STRUCTURAL DRAWINGS AND TO SPEC SECTION 07530. 16. STANDING SEAM METAL ROOF SYSTEM OVER 1/2" PLYWOOD OR OSB. REFER TO SPEC SECTION 07550. 17. STEEL JOIST. REFER TO STRUCTURAL DRAWINGS. 18. GYPSUM WALL BOARD CEILING. HANG FRAME TO ROOF STRUCTURE ABOVE CEILING HEIGHT INDICATED. VERIFY IN FIELD PRIOR TO FINAL INSTALLATION. 19. BRICK VENEER. 20. 6" SPLIT -FACE CMU VENEER. 21. METAL SOFFIT TO MATCH METAL ROOF. 22. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS. SHOWN FOR GENERAL LOCATION ONLY. REFER TO APPROVED SIGN DRAWINGS BY SIGNAGE COMPANY. CONTRACTOR TO PROVIDE %4" PLYWOOD SHEATHING ON INTERIOR SIDE OF STUDS FOR SIGN CONNECTION. 23. EIFS WALL SYSTEM. StoTHERM NEXT SYSTEM AS MANUFACTURED BY Sto. 41NCHES IN THICKNESS EXCEPT FOR ADJACENT TO BRICK TO BE 6 INCHES. REFER TO ELEVATIONS. HOLD OFF GRADE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. 24. &DENS GLASS PER EIFS WALL SYSTEM MANUFACTURER RRECOMMENDATIONS. 25. KYNAR 500 PREFINISHED ALUMINUM COPING TO MATCH ADJACENT MATERIAL SELECTED FROM STANDARD KYNAR COLOR OPTIONS BY ARCHITECT. 26. CONTINUOUS 2 PIECE METAL FLASHING 8 COUNTER FLASHING. COLOR TO MATCH ADJACENT MATERIAL. KYNAR 500 PRE FINISHED ALUMINUM. 27. CONTINUOUS EDGE FLASHING AND DRIP EDGE. COLOR TO MATCH ROOF. 28. STONE STRIPS BY ERTH COVERINGS - COLOR: CEDARSTONE - INSTALL OVER CEMENT BOARD, MORTAIRVENT, AND WEATHER RESISTANT BARRIER. INSTALL PER MANUFACTURER RECOMMENDATIONS. 29. BULLNOSE PRECAST WATER TABLE. 30. ALUMINUM STOREFRONT. REFER TO DOOR AND WINDOW SCHEDULE, AND SPECS. 31. PRECAST COLUMN CAP. 32. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH STOREFRONT COLOR. 33. SOLDIER COURSE, OFFSET 1/2" FROM FIELD BRICK. 34. STEEL ANCHOR PLATES. REFER TO STRUCTURAL. 35. PRE -MANUFACTURED CANVAS CANOPY. COLOR TO MATCH P-1. 36. RUNNING BOND, INSET 1/2". 37. 18"W X 19H STEEL ACCESS LADDER INSTALL PER MANUFACTURERS REQUIREMENTS AT OPPOSITE END FROM ACCESS DOOR BELOW. 38. 1" RIGID INSULATION, CONTINUOUS. 39, KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH ROOF COLOR. 40. STEEL ANGLE TO RECEIVE BRICK. REFER TO STRUCTURAL DRAWINGS. 41. CMU SILL. 42. THRU-WALL FLASHING WITH WEEPS AND SOLID GROUT BELOW. 43. 4" SPLIT -FACE CMU VENEER. 44. PARAPET BEYOND. 45. 3/4 - INCH THICK PINE WOOD V GROOVE DECKING. 46. ROOF DRAIN AND PIPING TO STORM DRAIN. 47. GRADE. 48. STEEL LINTEL. 49. NOT USED. 50. 1/2" REVEAL IN FACE OF EIFS FINISH. PER MANUFACTURER'S STANDARD DETAILS. 51. NOT USED. 52. FRESH WALL DISPLAY CABINET. REFER TO SHEET FS -2 ITEM #20. 53. 10" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 54. COOLER/FREEZER WALL SYSTEM. 55. 1/4" HARDIE PANEL. 56. METAL GUTTER TO MATCH ROOF. 57. 4"0 DOWN SPOUT. 58. TIE DOWN SPOUT INTO STORMWATER SYSTEM REFER TO CIVIL DRAWINGS. 59. STAINED CONCRETE. 60. FOUNDATION INSULATION WHERE INDICATED ONLY. 61. NOT USED. 82. NOT USED. 63. CONTINUOUS WATERPROOF MEMBRANE BELOW METAL ROOF AND BEHIND WALL FINISH UP 12". 64. CRICKET TRIM 1 PIECE PITCH TO DRAIN COLOR TO MATCH ROOF. 65. SUB FLASHING, TYP. 66. 24"x24" CONCEALED CEILING ACCESS PANEL REFER TO FLOOR PLAN. 67. X" PLYWOOD DECK. 68. PROVIDE DOUBLE STUDS AROUND HATCH. 69. LOCATION FOR SIGN ELECTRICAL COMPONENTS. 70. METAL STUDS 24" O.C. AND }V" PLYWOOD MAINTENANCE LEDGE, OMIT DECK ON EITHER END FOR ACCESS TO LEDGE. 71. 8" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 72. THRU-WALL SCUPPER INSERT, SCUPPER, AND DOWNSPOUT TO LOWER ROOF BELOW. 73. THRU-WALL FLASHING WITH WEEPS, TYP. Seal NOV 3 0 2012 DP3 ARCHITECTS DPS ARCHITECTS, LTD. 211 East Broad Sheet Oreern III10i SC 29801 T. 864.282 OW F. 864.28Q3W7 www.11)P3wddhm* oom Project •0U T A C K". • S T E A K H O U S E• • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By BRU Checked By BST Date 28 NOV 12 Revisions Drawing Wall Sections A7.0 WALL SECTION AT ENTRY 3/4" = 1'-0" A IE N RAL NO S A. REFER TO STRUCTURAL DRAWINGS FOR SIZES, CONNECTIONS AND PLACEMENT OF STRUCTURAL COMPONENTS. B. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES AND LOCATIONS. C. REFER TO INTERIOR ELEVATIONS FOR ALL INTERIOR FINISHES. D. REFER TO FLOOR FINISH DRAWING FOR ALL FLOOR FINISHES. E. ALL CEILING HEIGHTS ARE SHOWN FOR CONVENIENCE. CONTACT ARCHITECT WITH ANY CONFLICT BETWEEN HEIGHTS SHOWN ON REFLECTED CEILING PLAN AND THIS SHEET. F. ALL EXTERIOR WOOD FRAMING AND TRIM TO BE SOUTHER PINE # 1 REFER TO STRUCTURAL. STAIN AND SEAL. COLOR TO BE SELECTED BY ARCHITECT. 1 ( A7 SERIES KEY NOTES 1. SINGLE PLY ROOF MEMBRANE RUN CONTINUOUS OVER TOP OF PARAPET WALL AND TERMINATE UNDER COPNG. OVER METAL DECK AND RIGID INSULATION ROOF STRUCTURE. INSTALL PER ROOF MANUFACTURERS REQUIREMENTS. i 2. 2X WOOD BLOCKING. I 3. 6" METAL STUD. 23 1 4. ACOUSTICAL CEILING TILE AND GRID WITH SUPPORT CABLES TO i STRUCTURE ABOVE. 2 24 15 5. BATT INSULATION. 21.3 6. 1/2" GYPSUM BOARD. SIM. 71 7. EXTERIOR GRADE SHEATHING. REFER TO STRUCTURAL DRAWINGS. 8. STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS. 13 9. FOUNDATION REFER TO STRUCTURAL DRAWINGS. I ! I 10. CONTINUOUS FLASHING ABOVE BRICK VENEER. ' 12 11. PREFABRICATED WOOD TRUSSES, TYPICAL. REFER TO STRUCTURAL DRAWINGS. j 12. STEEL BEAM. REFER TO STRUCTURAL DRAWINGS. 38 ' 13. STEEL ANGLE TO RECEIVE ROOF DECK. REFER TO STRUCTURAL I DRAWINGS. 19 ' 14. METAL STUD FRAMING. REFER TO STRUCTURAL DRAWINGS AND NOTED FLOOR PLAN FOR DETAILS. �. 73 15. RIGID INSULATION OVER 1-1/2" METAL DECK. REFER TO STRUCTURAL DRAWINGS AND TO SPEC SECTION 07530. 33 16. STANDING SEAM METAL ROOF SYSTEM OVER 1/2" PLYWOOD OR OSB. REFER TO SPEC SECTION 07350. 13 ) 40 17. STEEL JOIST. REFER TO STRUCTURAL DRAWINGS. ! 18. GYPSUM WALL BOARD CEILING. HANG FRAME TO ROOF STRUCTURE 12 ABOVE CEILING HEIGHT INDICATED. VERIFY IN FIELD PRIOR TO FINAL INSTALLATION. 5 30 C 19. BRICK VENEER. 7 20. 6" SPLIT -FACE CMU VENEER. 21. METAL SOFFIT TO MATCH METAL ROOF. 3 22. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS. SHOWN FOR GENERAL LOCATION ONLY. REFER TO APPROVED SIGN DRAWINGS BY SIGNAGE COMPANY. CONTRACTOR TO PROVIDE %" PLYWOOD 1 SHEATHING ON INTERIOR SIDE OF STUDS FOR SIGN CONNECTION. S 23. EIFS WALL SYSTEM. StoTHERM NEXT SYSTEM AS MANUFACTURED BY Sto. 4 INCHES IN THICKNESS EXCEPT FOR ADJACENT TO BRICK 15 TO BE 6 INCHES. REFER TO ELEVATIONS. HOLD OFF GRADE AND 55 INSTALL PER MANUFACTURERS RECOMMENDATIONS. 1 24. & DENS GLASS PER EIFS WALL SYSTEM MANUFACTURER KRECOMMENDATIONS. II 25. KYNAR 500 PREFINISHED ALUMINUM COPING TO MATCH ADJACENT MATERIAL SELECTED FROM STANDARD KYNAR COLOR OPTIONS BY ARCHITECT. 26. CONTINUOUS 2 PIECE METAL FLASHING & COUNTER FLASHING. 16 COLOR TO MATCH ADJACENT MATERIAL. KYNAR 500 PRE FINISHED ALUMINUM. I jL 27. CONTINUOUS EDGE FLASHING AND DRIP EDGE. COLOR TO MATCH ROOF. I28, STONE STRIPS BY ERTH COVERINGS - COLOR: CEDARSTONE - 12 ( INSTALL OVER CEMENT BOARD, MORTAIRVENT, AND WEATHER RESISTANT RECOMMENDATIONS. INSTALL PER MANUFACTURER 17 29. BULLNOSE PRECAST WATER TABLE. I 30. ALUMINUM STOREFRONT. REFER TO DOOR AND WINDOW SCHEDULE, AND SPECS. r i 31. PRECAST COLUMN CAP. 56 32. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH STOREFRONT COLOR. I33. SOLDIER COURSE, OFFSET 1/2" FROM FIELD BRICK. 18 34. STEEL ANCHOR PLATES. REFER TO STRUCTURAL. 6 I 35. PRE -MANUFACTURED CANVAS CANOPY. COLOR TO MATCH P-1. 4 I I 11 12 36. RUNNING BOND, INSET 1/2". I I 37. 18"W X 10'H STEEL ACCESS LADDER INSTALL PER MANUFACTURERS I 45 REQUIREMENTS AT OPPOSITE END FROM ACCESS DOOR BELOW. ' I I 38. 1" RIGID INSULATION, CONTINUOUS. 39. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH ROOF COLOR. 40. STEEL ANGLE TO RECEIVE BRICK. REFER TO STRUCTURAL e75 I I DRAWINGS. 41. CMU SILL. A7.5 42. THRU-WALL FLASHING WITH WEEPS AND SOLID GROUT BELOW. 43. 4" SPLIT -FACE CMU VENEER. 44. PARAPET BEYOND. I 30 45. 3/4 - INCH THICK PINE WOOD V GROOVE DECKING. 4 46. ROOF DRAIN AND PIPING TO STORM DRAIN. A6.1 47. GRADE. 1 48. STEEL LINTEL. I 49. NOT USED. 1 50. 1/2" REVEAL IN FACE OF EIFS FINISH. PER MANUFACTURER'S STANDARD DETAILS. 51. NOT USED. J 52. FRESH WALL DISPLAY CABINET. REFER TO SHEET FS -2 ITEM #20. 53. 10" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 54. COOLER/FREEZER WALL SYSTEM. 55. 1/4" HARDIE PANEL. 56. METAL GUTTER TO MATCH ROOF. 57. 4" 0 DOWN SPOUT. 58. TIE DOWN SPOUT INTO STORMWATER SYSTEM REFER TO CIVIL DRAWINGS. 59. STAINED CONCRETE. His 60. FOUNDATION INSULATION WHERE INDICATED ONLY. 61. NOT USED. 82. NOT USED. ,a ! a 63. CONTINUOUS WATERPROOF MEMBRANE BELOW METAL ROOF AND -a BEHIND WALL FINISH UP 12". 60 64. CRICKET TRIM 1 PIECE PITCH TO DRAIN COLOR TO MATCH ROOF. 9 65. SUB FLASHING, TYP. 9 66. 24"x24" CONCEALED CEILING ACCESS PANEL REFER TO FLOOR PLAN. 67. Xw PLYWOOD DECK. 68. PROVIDE DOUBLE STUDS AROUND HATCH. 69. LOCATION FOR SIGN ELECTRICAL COMPONENTS. 70. METAL STUDS 24" O.C. AND JJ" PLYWOOD MAINTENANCE LEDGE, OMIT DECK ON EITHER END FOR ACCESS TO LEDGE. 71. 8" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 2 WALL SECTION AT LOBBY 72. THRU-WALL SCUPPER INSERT, SCUPPER, AND DOWNSPOUT TO 3/4" = 1'-0" LOWER ROOF BELOW. 73. THRU-WALL FLASHING WITH WEEPS, TYP. ,i.*4S.TP40,'' .\.••......V io ��d�e ��,�ST�gF •.�s �i S No. AR 11100018 STATE OF �i •••. ND I A� .•• � T fiIll Nov 3 0 2012 DP3 ARCHITECTS Project • • • S T E A K H O U S E° • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By BRU Checked By BST Date 28 NOV 12 Revisions Drawing Wall Sections A7.1 COI WALL SECTION AT ENTRY TOWER 3/4" = 1'-0" 3 A7.5 WALL SECTION AT WEST DINING ROOM DOOR 3/4" = 1'-0" A7 SERIES GENERAL NOTES A. REFER TO STRUCTURAL DRAWINGS FOR SIZES, CONNECTIONS AND PLACEMENT OF STRUCTURAL COMPONENTS. B. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES AND LOCATIONS. C. REFER TO INTERIOR ELEVATIONS FOR ALL INTERIOR FINISHES. D. REFER TO FLOOR FINISH DRAWING FOR ALL FLOOR FINISHES. E. ALL CEILING HEIGHTS ARE SHOWN FOR CONVENIENCE. CONTACT ARCHITECT WITH ANY CONFLICT BETWEEN HEIGHTS SHOWN ON REFLECTED CEILING PLAN AND THIS SHEET. F. ALL EXTERIOR WOOD FRAMING AND TRIM TO BE SOUTHER PINE # 1 REFER TO STRUCTURAL. STAIN AND SEAL. COLOR TO BE SELECTED BY ARCHITECT. A7 SERIES KEY NOTES 1. SINGLE PLY ROOF MEMBRANE RUN CONTINUOUS OVER TOP OF PARAPET WALL AND TERMINATE UNDER COPNG. OVER METAL DECK AND RIGID INSULATION ROOF STRUCTURE. INSTALL PER ROOF MANUFACTURERS REQUIREMENTS. 2. 2X WOOD BLOCKING. 3. 6" METAL STUD. 4. ACOUSTICAL CEILING TILE AND GRID WITH SUPPORT CABLES TO STRUCTURE ABOVE. 5. BATT INSULATION. 6. 1/2" GYPSUM BOARD. 7. EXTERIOR GRADE SHEATHING. REFER TO STRUCTURAL DRAWINGS. 8. STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS. 9. FOUNDATION REFER TO STRUCTURAL DRAWINGS. 10. CONTINUOUS FLASHING ABOVE BRICK VENEER. 11. PREFABRICATED WOOD TRUSSES, TYPICAL. REFER TO STRUCTURAL DRAWINGS. 12. STEEL BEAM. REFER TO STRUCTURAL DRAWINGS. 13. STEEL ANGLE TO RECEIVE ROOF DECK. REFER TO STRUCTURAL DRAWINGS. 14. METAL STUD FRAMING. REFER TO STRUCTURAL DRAWINGS AND NOTED FLOOR PLAN FOR DETAILS. 15. RIGID INSULATION OVER 1-1/2" METAL DECK. REFER TO STRUCTURAL DRAWINGS AND TO SPEC SECTION 07530. 16. STANDING SEAM METAL ROOF SYSTEM OVER 1/2" PLYWOOD OR OSB. REFER TO SPEC SECTION 07550. 17, STEEL JOIST. REFER TO STRUCTURAL DRAWINGS. 18. GYPSUM WALL BOARD CEILING. HANG FRAME TO ROOF STRUCTURE ABOVE CEILING HEIGHT INDICATED. VERIFY IN FIELD PRIOR TO FINAL INSTALLATION. 19. BRICK VENEER. 20. 6" SPLIT -FACE CMU VENEER. 21. METAL SOFFIT TO MATCH METAL ROOF. 22. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS. SHOWN FOR GENERAL LOCATION ONLY. REFER TO APPROVED SIGN DRAWINGS BY SIGNAGE COMPANY. CONTRACTOR TO PROVIDE 74" PLYWOOD SHEATHING ON INTERIOR SIDE OF STUDS FOR SIGN CONNECTION. 23. EIFS WALL SYSTEM. StoTHERM NEXT SYSTEM AS MANUFACTURED BY Sto. 4 INCHES IN THICKNESS EXCEPT FOR ADJACENT TO BRICK TO BE 6 INCHES. REFER TO ELEVATIONS. HOLD OFF GRADE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. 24. &" DENS GLASS PER EIFS WALL SYSTEM MANUFACTURER ECOMMENDATIONS. 25. KYNAR 500 PREFINISHED ALUMINUM COPING TO MATCH ADJACENT MATERIAL SELECTED FROM STANDARD KYNAR COLOR OPTIONS BY ARCHITECT. 26. CONTINUOUS 2 PIECE METAL FLASHING 8 COUNTER FLASHING. COLOR TO MATCH ADJACENT MATERIAL. KYNAR 500 PRE FINISHED ALUMINUM. 27. CONTINUOUS EDGE FLASHING AND DRIP EDGE. COLOR TO MATCH ROOF. 28. STONE STRIPS BY ERTH COVERINGS - COLOR: CEDARSTONE - INSTALL OVER CEMENT BOARD, MORTAIRVENT, AND WEATHER RESISTANT BARRIER. INSTALL PER MANUFACTURER RECOMMENDATIONS. 29. BULLNOSE PRECAST WATER TABLE. 30. ALUMINUM STOREFRONT. REFER TO DOOR AND WINDOW SCHEDULE, AND SPECS. 31, PRECAST COLUMN CAP. 32. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH STOREFRONT COLOR. 33. SOLDIER COURSE, OFFSET 1/2" FROM FIELD BRICK. 34. STEEL ANCHOR PLATES. REFER TO STRUCTURAL. 35. PRE -MANUFACTURED CANVAS CANOPY. COLOR TO MATCH P-1. 36. RUNNING BOND, INSET 1/2". 37. 18"W X 10'H STEEL ACCESS LADDER INSTALL PER MANUFACTURERS REQUIREMENTS AT OPPOSITE END FROM ACCESS DOOR BELOW. 38. 1" RIGID INSULATION, CONTINUOUS. 39, KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH ROOF COLOR. 40. STEEL ANGLE TO RECEIVE BRICK. REFER TO STRUCTURAL DRAWINGS. 41. CMU SILL. 42. THRU-WALL FLASHING WITH WEEPS AND SOLID GROUT BELOW. 43. 4" SPLIT -FACE CMU VENEER. 44. PARAPET BEYOND, 45. 3/4 - INCH THICK PINE WOOD V GROOVE DECKING. 46. ROOF DRAIN AND PIPING TO STORM DRAIN. 47. GRADE. 48. STEEL LINTEL. 49. NOT USED. 50. 1/2" REVEAL IN FACE OF EIFS FINISH. PER MANUFACTURER'S STANDARD DETAILS. 51. NOT USED. 52. FRESH WALL DISPLAY CABINET. REFER TO SHEET FS -2 ITEM #20. 53. 10" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 54. COOLERIFREEZER WALL SYSTEM. 55. 1/4" HARDIE PANEL. 56. METAL GUTTER TO MATCH ROOF. 57. 4"0 DOWN SPOUT. 58. TIE DOWN SPOUT INTO STORMWATER SYSTEM REFER TO CIVIL DRAWINGS. 59. STAINED CONCRETE. 60. FOUNDATION INSULATION WHERE INDICATED ONLY. 61. NOT USED. 62. NOT USED. 63. CONTINUOUS WATERPROOF MEMBRANE BELOW METAL ROOF AND BEHIND WALL FINISH UP 12". 64. CRICKET TRIM 1 PIECE PITCH TO DRAIN COLOR TO MATCH ROOF. 65. SUB FLASHING, TYP. 66. 24"x24" CONCEALED CEILING ACCESS PANEL REFER TO FLOOR PLAN. 67. V PLYWOOD DECK. 68. PROVIDE DOUBLE STUDS AROUND HATCH. 69. LOCATION FOR SIGN ELECTRICAL COMPONENTS. 70. METAL STUDS 24" O.C. AND A" PLYWOOD MAINTENANCE LEDGE, OMIT DECK ON EITHER END FOR ACCESS TO LEDGE. 71. 8" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 72. THRU-WALL SCUPPER INSERT, SCUPPER, AND DOWNSPOUT TO LOWER ROOF BELOW. 73. THRU-WALL FLASHING WITH WEEPS, TYP. Seal S. Tp, i �Q •P�GiSl'Eiq`�O �V No. AR 1100018 STWE OF o • r ACHITEJ� o�`• ��7l1/11111\j\ NOV 3 0 2012 DP3 ARCHITECTS DP3 AP01rrECT8, M. 211 East Broad Rhos GrOWWft, SC 29801 T.884.MS200 F. 884.=.7W7 www.DP3a.com Project -OUT SAC miCh - • S T E A K H O USE • • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By BRU Checked By BST Date 28 NOV 12 Revisions Drawing Wall Sections A7.2 ,7 �m � 12-011 3 A7.5 3 A7.5 3 A7.5 3 A7.5 (SIM.) %A1 All WALL SECTION 1" = 1'-0" WALL SECTION 1" = 1'-0" d C: .4 b d N dn° 0 e CL d C: cv c 0 co d / COD / a d Q / WALL SECTION 1" = 1'-0" WALL SECTION 1" = 1'-0" d dn° b d dn° da d n J a d d WALL SECTION 1" = 1'-0" WALL SECTION 1" = 1'-0" WALL SECTION 1 " = 1'-0" WALL SECTION 1" = 1'-0" A7 SMIES GENEML NOTES A. REFER TO STRUCTURAL DRAWINGS FOR SIZES, CONNECTIONS AND PLACEMENT OF STRUCTURAL COMPONENTS. B. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES AND LOCATIONS. C. REFER TO INTERIOR ELEVATIONS FOR ALL INTERIOR FINISHES. D. REFER TO FLOOR FINISH DRAWING FOR ALL FLOOR FINISHES. E. ALL CEILING HEIGHTS ARE SHOWN FOR CONVENIENCE, CONTACT ARCHITECT WITH ANY CONFLICT BETWEEN HEIGHTS SHOWN ON REFLECTED CEILING PLAN AND THIS SHEET. F. ALL EXTERIOR WOOD FRAMING AND TRIM TO BE SOUTHER PINE # 1 REFER TO STRUCTURAL. STAIN AND SEAL. COLOR TO BE SELECTED BY ARCHITECT. A7 SERIES KEY NOTES 1. SINGLE PLY ROOF MEMBRANE RUN CONTINUOUS OVER TOP OF PARAPET WALL AND TERMINATE UNDER COPNG. OVER METAL DECK AND RIGID INSULATION ROOF STRUCTURE. INSTALL PER ROOF MANUFACTURERS REQUIREMENTS. 2. 2X WOOD BLOCKING. 3. 6" METAL STUD. 4. ACOUSTICAL CEILING TILE AND GRID WITH SUPPORT CABLES TO STRUCTURE ABOVE. 5. BATT INSULATION. 6. 1/2" GYPSUM BOARD. 7. EXTERIOR GRADE SHEATHING. REFER TO STRUCTURAL DRAWINGS. 8. STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS. 9. FOUNDATION REFER TO STRUCTURAL DRAWINGS. 10. CONTINUOUS FLASHING ABOVE BRICK VENEER. 11. PREFABRICATED WOOD TRUSSES, TYPICAL. REFER TO STRUCTURAL DRAWINGS. 12. STEEL BEAM. REFER TO STRUCTURAL DRAWINGS. 13. STEEL ANGLE TO RECEIVE ROOF DECK. REFER TO STRUCTURAL DRAWINGS. 14. METAL STUD FRAMING. REFER TO STRUCTURAL DRAWINGS AND NOTED FLOOR PLAN FOR DETAILS. 15. RIGID INSULATION OVER 1-1/2" METAL DECK. REFER TO STRUCTURAL DRAWINGS AND TO SPEC SECTION 07530. 16. STANDING SEAM METAL ROOF SYSTEM OVER 1/2" PLYWOOD OR OSB. REFER TO SPEC SECTION 07550. 17. STEEL JOIST. REFER TO STRUCTURAL DRAWINGS. 18. GYPSUM WALL BOARD CEILING. HANG FRAME TO ROOF STRUCTURE ABOVE CEILING HEIGHT INDICATED. VERIFY IN FIELD PRIOR TO FINAL INSTALLATION, 19. BRICK VENEER. 20. 6" SPLIT -FACE CMU VENEER. 21. METAL SOFFIT TO MATCH METAL ROOF. 22. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS. SHOWN FOR GENERAL LOCATION ONLY. REFER TO APPROVED SIGN DRAWINGS BY SIGNAGE COMPANY. CONTRACTOR TO PROVIDE %4" PLYWOOD SHEATHING ON INTERIOR SIDE OF STUDS FOR SIGN CONNECTION. 23. EIFS WALL SYSTEM. StoTHERM NEXT SYSTEM AS MANUFACTURED BY Sto. 4 INCHES IN THICKNESS EXCEPT FOR ADJACENT TO BRICK TO BE 6 INCHES. REFER TO ELEVATIONS. HOLD OFF GRADE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. 24. &DENS GLASS PER EIFS WALL SYSTEM MANUFACTURER RECOMMENDATIONS. 25. KYNAR 500 PREFINISHED ALUMINUM COPING TO MATCH ADJACENT MATERIAL SELECTED FROM STANDARD KYNAR COLOR OPTIONS BY ARCHITECT. 26. CONTINUOUS 2 PIECE METAL FLASHING & COUNTER FLASHING. COLOR TO MATCH ADJACENT MATERIAL. KYNAR 500 PRE FINISHED ALUMINUM. 27. CONTINUOUS EDGE FLASHING AND DRIP EDGE. COLOR TO MATCH ROOF. 28. STONE STRIPS BY ERTH COVERINGS - COLOR. CEDARSTONE - INSTALL OVER CEMENT BOARD, MORTAIRVENT, AND WEATHER RESISTANT BARRIER. INSTALL PER MANUFACTURER RECOMMENDATIONS. 29. BULLNOSE PRECAST WATER TABLE. 30. ALUMINUM STOREFRONT. REFER TO DOOR AND WINDOW SCHEDULE, AND SPECS. 31. PRECAST COLUMN CAP. 32. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH STOREFRONT COLOR. 33. SOLDIER COURSE, OFFSET 1/2" FROM FIELD BRICK. 34. STEEL ANCHOR PLATES. REFER TO STRUCTURAL. 35. PRE -MANUFACTURED CANVAS CANOPY. COLOR TO MATCH P-1. 36. RUNNING BOND, INSET 1/2". 37. 18"W X 10'H STEEL ACCESS LADDER INSTALL PER MANUFACTURERS REQUIREMENTS AT OPPOSITE END FROM ACCESS DOOR BELOW. 38. V RIGID INSULATION, CONTINUOUS. 39. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH ROOF COLOR. 40. STEEL ANGLE TO RECEIVE BRICK. REFER TO STRUCTURAL DRAWINGS. 41. CMU SILL. 42. THRU-WALL FLASHING WITH WEEPS AND SOLID GROUT BELOW. 43. 4" SPLIT -FACE CMU VENEER. 44. PARAPET BEYOND. 45. 314 - INCH THICK PINE WOOD V GROOVE DECKING. 46. ROOF DRAIN AND PIPING TO STORM DRAIN. 47. GRADE. 48. STEEL LINTEL. 49. NOT USED. 50. 112" REVEAL IN FACE OF EIFS FINISH. PER MANUFACTURER'S STANDARD DETAILS. 51. NOT USED. 52. FRESH WALL DISPLAY CABINET. REFER TO SHEET FS -2 ITEM #20. 53. 10" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 54. COOLER/FREEZER WALL SYSTEM. 55. 1/4" HARDIE PANEL. 56. METAL GUTTER TO MATCH ROOF. 57. 4"0 DOWN SPOUT, 58. TIE DOWN SPOUT INTO STORMWATER SYSTEM REFER TO CIVIL DRAWINGS. 59. STAINED CONCRETE. 60. FOUNDATION INSULATION WHERE INDICATED ONLY. 61. NOT USED. 62. NOT USED. 63. CONTINUOUS WATERPROOF MEMBRANE BELOW METAL ROOF AND BEHIND WALL FINISH UP 12". 64. CRICKET TRIM 1 PIECE PITCH TO DRAIN COLOR TO MATCH ROOF. 66. SUB FLASHING, TYP. 66. 24"x24" CONCEALED CEILING ACCESS PANEL REFER TO FLOOR PLAN. 67. X" PLYWOOD DECK. 68. PROVIDE DOUBLE STUDS AROUND HATCH. 69. LOCATION FOR SIGN ELECTRICAL COMPONENTS. 70. METAL STUDS 24" O.C. AND X" PLYWOOD MAINTENANCE LEDGE, OMIT DECK ON EITHER END OR ACCESS TO LEDGE. 71. 8" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 72. THRU-WALL SCUPPER INSERT, SCUPPER, AND DOWNSPOUT TO LOWER ROOF BELOW. 73. THRU-WALL FLASHING WITH WEEPS, TYP. Seal STH.'9 /°i No. AR 11100018: C C •. STATE OF ;• e ••• / ol e;P •_` NOV 3 0 2012 DP3 ARCHITECTS DPS ARCHITECTS/ LTD. 211 EM Broad 81110wt GrSWIMI le/ SC 29801 T.884,MLSIM F. 984.=-M?` www.DPSarddWde oom Project Outback Steakhouse Carmel, IN Store # 1513 Project Number Drawn By Checked By Date Revisions Drawing Wall Sections A7.3 11242 BRU BST 28 NOV 12 d dn° b da d n J a d WALL SECTION 1 " = 1'-0" WALL SECTION 1" = 1'-0" A7 SMIES GENEML NOTES A. REFER TO STRUCTURAL DRAWINGS FOR SIZES, CONNECTIONS AND PLACEMENT OF STRUCTURAL COMPONENTS. B. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES AND LOCATIONS. C. REFER TO INTERIOR ELEVATIONS FOR ALL INTERIOR FINISHES. D. REFER TO FLOOR FINISH DRAWING FOR ALL FLOOR FINISHES. E. ALL CEILING HEIGHTS ARE SHOWN FOR CONVENIENCE, CONTACT ARCHITECT WITH ANY CONFLICT BETWEEN HEIGHTS SHOWN ON REFLECTED CEILING PLAN AND THIS SHEET. F. ALL EXTERIOR WOOD FRAMING AND TRIM TO BE SOUTHER PINE # 1 REFER TO STRUCTURAL. STAIN AND SEAL. COLOR TO BE SELECTED BY ARCHITECT. A7 SERIES KEY NOTES 1. SINGLE PLY ROOF MEMBRANE RUN CONTINUOUS OVER TOP OF PARAPET WALL AND TERMINATE UNDER COPNG. OVER METAL DECK AND RIGID INSULATION ROOF STRUCTURE. INSTALL PER ROOF MANUFACTURERS REQUIREMENTS. 2. 2X WOOD BLOCKING. 3. 6" METAL STUD. 4. ACOUSTICAL CEILING TILE AND GRID WITH SUPPORT CABLES TO STRUCTURE ABOVE. 5. BATT INSULATION. 6. 1/2" GYPSUM BOARD. 7. EXTERIOR GRADE SHEATHING. REFER TO STRUCTURAL DRAWINGS. 8. STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS. 9. FOUNDATION REFER TO STRUCTURAL DRAWINGS. 10. CONTINUOUS FLASHING ABOVE BRICK VENEER. 11. PREFABRICATED WOOD TRUSSES, TYPICAL. REFER TO STRUCTURAL DRAWINGS. 12. STEEL BEAM. REFER TO STRUCTURAL DRAWINGS. 13. STEEL ANGLE TO RECEIVE ROOF DECK. REFER TO STRUCTURAL DRAWINGS. 14. METAL STUD FRAMING. REFER TO STRUCTURAL DRAWINGS AND NOTED FLOOR PLAN FOR DETAILS. 15. RIGID INSULATION OVER 1-1/2" METAL DECK. REFER TO STRUCTURAL DRAWINGS AND TO SPEC SECTION 07530. 16. STANDING SEAM METAL ROOF SYSTEM OVER 1/2" PLYWOOD OR OSB. REFER TO SPEC SECTION 07550. 17. STEEL JOIST. REFER TO STRUCTURAL DRAWINGS. 18. GYPSUM WALL BOARD CEILING. HANG FRAME TO ROOF STRUCTURE ABOVE CEILING HEIGHT INDICATED. VERIFY IN FIELD PRIOR TO FINAL INSTALLATION, 19. BRICK VENEER. 20. 6" SPLIT -FACE CMU VENEER. 21. METAL SOFFIT TO MATCH METAL ROOF. 22. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS. SHOWN FOR GENERAL LOCATION ONLY. REFER TO APPROVED SIGN DRAWINGS BY SIGNAGE COMPANY. CONTRACTOR TO PROVIDE %4" PLYWOOD SHEATHING ON INTERIOR SIDE OF STUDS FOR SIGN CONNECTION. 23. EIFS WALL SYSTEM. StoTHERM NEXT SYSTEM AS MANUFACTURED BY Sto. 4 INCHES IN THICKNESS EXCEPT FOR ADJACENT TO BRICK TO BE 6 INCHES. REFER TO ELEVATIONS. HOLD OFF GRADE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. 24. &DENS GLASS PER EIFS WALL SYSTEM MANUFACTURER RECOMMENDATIONS. 25. KYNAR 500 PREFINISHED ALUMINUM COPING TO MATCH ADJACENT MATERIAL SELECTED FROM STANDARD KYNAR COLOR OPTIONS BY ARCHITECT. 26. CONTINUOUS 2 PIECE METAL FLASHING & COUNTER FLASHING. COLOR TO MATCH ADJACENT MATERIAL. KYNAR 500 PRE FINISHED ALUMINUM. 27. CONTINUOUS EDGE FLASHING AND DRIP EDGE. COLOR TO MATCH ROOF. 28. STONE STRIPS BY ERTH COVERINGS - COLOR. CEDARSTONE - INSTALL OVER CEMENT BOARD, MORTAIRVENT, AND WEATHER RESISTANT BARRIER. INSTALL PER MANUFACTURER RECOMMENDATIONS. 29. BULLNOSE PRECAST WATER TABLE. 30. ALUMINUM STOREFRONT. REFER TO DOOR AND WINDOW SCHEDULE, AND SPECS. 31. PRECAST COLUMN CAP. 32. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH STOREFRONT COLOR. 33. SOLDIER COURSE, OFFSET 1/2" FROM FIELD BRICK. 34. STEEL ANCHOR PLATES. REFER TO STRUCTURAL. 35. PRE -MANUFACTURED CANVAS CANOPY. COLOR TO MATCH P-1. 36. RUNNING BOND, INSET 1/2". 37. 18"W X 10'H STEEL ACCESS LADDER INSTALL PER MANUFACTURERS REQUIREMENTS AT OPPOSITE END FROM ACCESS DOOR BELOW. 38. V RIGID INSULATION, CONTINUOUS. 39. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH ROOF COLOR. 40. STEEL ANGLE TO RECEIVE BRICK. REFER TO STRUCTURAL DRAWINGS. 41. CMU SILL. 42. THRU-WALL FLASHING WITH WEEPS AND SOLID GROUT BELOW. 43. 4" SPLIT -FACE CMU VENEER. 44. PARAPET BEYOND. 45. 314 - INCH THICK PINE WOOD V GROOVE DECKING. 46. ROOF DRAIN AND PIPING TO STORM DRAIN. 47. GRADE. 48. STEEL LINTEL. 49. NOT USED. 50. 112" REVEAL IN FACE OF EIFS FINISH. PER MANUFACTURER'S STANDARD DETAILS. 51. NOT USED. 52. FRESH WALL DISPLAY CABINET. REFER TO SHEET FS -2 ITEM #20. 53. 10" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 54. COOLER/FREEZER WALL SYSTEM. 55. 1/4" HARDIE PANEL. 56. METAL GUTTER TO MATCH ROOF. 57. 4"0 DOWN SPOUT, 58. TIE DOWN SPOUT INTO STORMWATER SYSTEM REFER TO CIVIL DRAWINGS. 59. STAINED CONCRETE. 60. FOUNDATION INSULATION WHERE INDICATED ONLY. 61. NOT USED. 62. NOT USED. 63. CONTINUOUS WATERPROOF MEMBRANE BELOW METAL ROOF AND BEHIND WALL FINISH UP 12". 64. CRICKET TRIM 1 PIECE PITCH TO DRAIN COLOR TO MATCH ROOF. 66. SUB FLASHING, TYP. 66. 24"x24" CONCEALED CEILING ACCESS PANEL REFER TO FLOOR PLAN. 67. X" PLYWOOD DECK. 68. PROVIDE DOUBLE STUDS AROUND HATCH. 69. LOCATION FOR SIGN ELECTRICAL COMPONENTS. 70. METAL STUDS 24" O.C. AND X" PLYWOOD MAINTENANCE LEDGE, OMIT DECK ON EITHER END OR ACCESS TO LEDGE. 71. 8" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 72. THRU-WALL SCUPPER INSERT, SCUPPER, AND DOWNSPOUT TO LOWER ROOF BELOW. 73. THRU-WALL FLASHING WITH WEEPS, TYP. Seal STH.'9 /°i No. AR 11100018: C C •. STATE OF ;• e ••• / ol e;P •_` NOV 3 0 2012 DP3 ARCHITECTS DPS ARCHITECTS/ LTD. 211 EM Broad 81110wt GrSWIMI le/ SC 29801 T.884,MLSIM F. 984.=-M?` www.DPSarddWde oom Project Outback Steakhouse Carmel, IN Store # 1513 Project Number Drawn By Checked By Date Revisions Drawing Wall Sections A7.3 11242 BRU BST 28 NOV 12 9 da d WALL SECTION 1 " = 1'-0" WALL SECTION 1" = 1'-0" A7 SMIES GENEML NOTES A. REFER TO STRUCTURAL DRAWINGS FOR SIZES, CONNECTIONS AND PLACEMENT OF STRUCTURAL COMPONENTS. B. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES AND LOCATIONS. C. REFER TO INTERIOR ELEVATIONS FOR ALL INTERIOR FINISHES. D. REFER TO FLOOR FINISH DRAWING FOR ALL FLOOR FINISHES. E. ALL CEILING HEIGHTS ARE SHOWN FOR CONVENIENCE, CONTACT ARCHITECT WITH ANY CONFLICT BETWEEN HEIGHTS SHOWN ON REFLECTED CEILING PLAN AND THIS SHEET. F. ALL EXTERIOR WOOD FRAMING AND TRIM TO BE SOUTHER PINE # 1 REFER TO STRUCTURAL. STAIN AND SEAL. COLOR TO BE SELECTED BY ARCHITECT. A7 SERIES KEY NOTES 1. SINGLE PLY ROOF MEMBRANE RUN CONTINUOUS OVER TOP OF PARAPET WALL AND TERMINATE UNDER COPNG. OVER METAL DECK AND RIGID INSULATION ROOF STRUCTURE. INSTALL PER ROOF MANUFACTURERS REQUIREMENTS. 2. 2X WOOD BLOCKING. 3. 6" METAL STUD. 4. ACOUSTICAL CEILING TILE AND GRID WITH SUPPORT CABLES TO STRUCTURE ABOVE. 5. BATT INSULATION. 6. 1/2" GYPSUM BOARD. 7. EXTERIOR GRADE SHEATHING. REFER TO STRUCTURAL DRAWINGS. 8. STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS. 9. FOUNDATION REFER TO STRUCTURAL DRAWINGS. 10. CONTINUOUS FLASHING ABOVE BRICK VENEER. 11. PREFABRICATED WOOD TRUSSES, TYPICAL. REFER TO STRUCTURAL DRAWINGS. 12. STEEL BEAM. REFER TO STRUCTURAL DRAWINGS. 13. STEEL ANGLE TO RECEIVE ROOF DECK. REFER TO STRUCTURAL DRAWINGS. 14. METAL STUD FRAMING. REFER TO STRUCTURAL DRAWINGS AND NOTED FLOOR PLAN FOR DETAILS. 15. RIGID INSULATION OVER 1-1/2" METAL DECK. REFER TO STRUCTURAL DRAWINGS AND TO SPEC SECTION 07530. 16. STANDING SEAM METAL ROOF SYSTEM OVER 1/2" PLYWOOD OR OSB. REFER TO SPEC SECTION 07550. 17. STEEL JOIST. REFER TO STRUCTURAL DRAWINGS. 18. GYPSUM WALL BOARD CEILING. HANG FRAME TO ROOF STRUCTURE ABOVE CEILING HEIGHT INDICATED. VERIFY IN FIELD PRIOR TO FINAL INSTALLATION, 19. BRICK VENEER. 20. 6" SPLIT -FACE CMU VENEER. 21. METAL SOFFIT TO MATCH METAL ROOF. 22. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS. SHOWN FOR GENERAL LOCATION ONLY. REFER TO APPROVED SIGN DRAWINGS BY SIGNAGE COMPANY. CONTRACTOR TO PROVIDE %4" PLYWOOD SHEATHING ON INTERIOR SIDE OF STUDS FOR SIGN CONNECTION. 23. EIFS WALL SYSTEM. StoTHERM NEXT SYSTEM AS MANUFACTURED BY Sto. 4 INCHES IN THICKNESS EXCEPT FOR ADJACENT TO BRICK TO BE 6 INCHES. REFER TO ELEVATIONS. HOLD OFF GRADE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. 24. &DENS GLASS PER EIFS WALL SYSTEM MANUFACTURER RECOMMENDATIONS. 25. KYNAR 500 PREFINISHED ALUMINUM COPING TO MATCH ADJACENT MATERIAL SELECTED FROM STANDARD KYNAR COLOR OPTIONS BY ARCHITECT. 26. CONTINUOUS 2 PIECE METAL FLASHING & COUNTER FLASHING. COLOR TO MATCH ADJACENT MATERIAL. KYNAR 500 PRE FINISHED ALUMINUM. 27. CONTINUOUS EDGE FLASHING AND DRIP EDGE. COLOR TO MATCH ROOF. 28. STONE STRIPS BY ERTH COVERINGS - COLOR. CEDARSTONE - INSTALL OVER CEMENT BOARD, MORTAIRVENT, AND WEATHER RESISTANT BARRIER. INSTALL PER MANUFACTURER RECOMMENDATIONS. 29. BULLNOSE PRECAST WATER TABLE. 30. ALUMINUM STOREFRONT. REFER TO DOOR AND WINDOW SCHEDULE, AND SPECS. 31. PRECAST COLUMN CAP. 32. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH STOREFRONT COLOR. 33. SOLDIER COURSE, OFFSET 1/2" FROM FIELD BRICK. 34. STEEL ANCHOR PLATES. REFER TO STRUCTURAL. 35. PRE -MANUFACTURED CANVAS CANOPY. COLOR TO MATCH P-1. 36. RUNNING BOND, INSET 1/2". 37. 18"W X 10'H STEEL ACCESS LADDER INSTALL PER MANUFACTURERS REQUIREMENTS AT OPPOSITE END FROM ACCESS DOOR BELOW. 38. V RIGID INSULATION, CONTINUOUS. 39. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH ROOF COLOR. 40. STEEL ANGLE TO RECEIVE BRICK. REFER TO STRUCTURAL DRAWINGS. 41. CMU SILL. 42. THRU-WALL FLASHING WITH WEEPS AND SOLID GROUT BELOW. 43. 4" SPLIT -FACE CMU VENEER. 44. PARAPET BEYOND. 45. 314 - INCH THICK PINE WOOD V GROOVE DECKING. 46. ROOF DRAIN AND PIPING TO STORM DRAIN. 47. GRADE. 48. STEEL LINTEL. 49. NOT USED. 50. 112" REVEAL IN FACE OF EIFS FINISH. PER MANUFACTURER'S STANDARD DETAILS. 51. NOT USED. 52. FRESH WALL DISPLAY CABINET. REFER TO SHEET FS -2 ITEM #20. 53. 10" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 54. COOLER/FREEZER WALL SYSTEM. 55. 1/4" HARDIE PANEL. 56. METAL GUTTER TO MATCH ROOF. 57. 4"0 DOWN SPOUT, 58. TIE DOWN SPOUT INTO STORMWATER SYSTEM REFER TO CIVIL DRAWINGS. 59. STAINED CONCRETE. 60. FOUNDATION INSULATION WHERE INDICATED ONLY. 61. NOT USED. 62. NOT USED. 63. CONTINUOUS WATERPROOF MEMBRANE BELOW METAL ROOF AND BEHIND WALL FINISH UP 12". 64. CRICKET TRIM 1 PIECE PITCH TO DRAIN COLOR TO MATCH ROOF. 66. SUB FLASHING, TYP. 66. 24"x24" CONCEALED CEILING ACCESS PANEL REFER TO FLOOR PLAN. 67. X" PLYWOOD DECK. 68. PROVIDE DOUBLE STUDS AROUND HATCH. 69. LOCATION FOR SIGN ELECTRICAL COMPONENTS. 70. METAL STUDS 24" O.C. AND X" PLYWOOD MAINTENANCE LEDGE, OMIT DECK ON EITHER END OR ACCESS TO LEDGE. 71. 8" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 72. THRU-WALL SCUPPER INSERT, SCUPPER, AND DOWNSPOUT TO LOWER ROOF BELOW. 73. THRU-WALL FLASHING WITH WEEPS, TYP. Seal STH.'9 /°i No. AR 11100018: C C •. STATE OF ;• e ••• / ol e;P •_` NOV 3 0 2012 DP3 ARCHITECTS DPS ARCHITECTS/ LTD. 211 EM Broad 81110wt GrSWIMI le/ SC 29801 T.884,MLSIM F. 984.=-M?` www.DPSarddWde oom Project Outback Steakhouse Carmel, IN Store # 1513 Project Number Drawn By Checked By Date Revisions Drawing Wall Sections A7.3 11242 BRU BST 28 NOV 12 3 A7.5 (MIRRORED) WALL SECTION 3/4" = 1'-0" WALL SECTION 3/4" = 1'-0" O. PARAPET 4 4 A7.5 A7.5 WALL SECTION 3/4" = 1'-0" WALL SECTION 3/4" = 1'-0" A7 SERIES GENIERAL NOTES A. REFER TO STRUCTURAL DRAWINGS FOR SIZES, CONNECTIONS AND PLACEMENT OF STRUCTURAL COMPONENTS. B. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES AND LOCATIONS. C. REFER TO INTERIOR ELEVATIONS FOR ALL INTERIOR FINISHES. D. REFER TO FLOOR FINISH DRAWING FOR ALL FLOOR FINISHES. E. ALL CEILING HEIGHTS ARE SHOWN FOR CONVENIENCE. CONTACT ARCHITECT WITH ANY CONFLICT BETWEEN HEIGHTS SHOWN ON REFLECTED CEILING PLAN AND THIS SHEET. F. ALL EXTERIOR WOOD FRAMING AND TRIM TO BE SOUTHER PINE # 1 REFER TO STRUCTURAL. STAIN AND SEAL. COLOR TO BE SELECTED BY ARCHITECT. A7 SERIES KEY NOTES 1. SINGLE PLY ROOF MEMBRANE RUN CONTINUOUS OVER TOP OF PARAPET WALL AND TERMINATE UNDER COPNG. OVER METAL DECK AND RIGID INSULATION ROOF STRUCTURE. INSTALL PER ROOF MANUFACTURERS REQUIREMENTS. 2. 2X WOOD BLOCKING. 3. 6" METAL STUD. 4. ACOUSTICAL CEILING TILE AND GRID WITH SUPPORT CABLES TO STRUCTURE ABOVE. 5. BATT INSULATION. 6. 1/2" GYPSUM BOARD. 7. EXTERIOR GRADE SHEATHING. REFER TO STRUCTURAL DRAWINGS. 8. STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS. 9. FOUNDATION REFER TO STRUCTURAL DRAWINGS, 10. CONTINUOUS FLASHING ABOVE BRICK VENEER. 11. PREFABRICATED WOOD TRUSSES, TYPICAL. REFER TO STRUCTURAL DRAWINGS. 12. STEEL BEAM. REFER TO STRUCTURAL DRAWINGS. 13. STEEL ANGLE TO RECEIVE ROOF DECK. REFER TO STRUCTURAL DRAWINGS. 14. METAL STUD FRAMING. REFER TO STRUCTURAL DRAWINGS AND NOTED FLOOR PLAN FOR DETAILS. 15. RIGID INSULATION OVER 1-1/2" METAL DECK. REFER TO STRUCTURAL DRAWINGS AND TO SPEC SECTION 07530. 16. STANDING SEAM METAL ROOF SYSTEM OVER 1/2" PLYWOOD OR OSB. REFER TO SPEC SECTION 07550. 17. STEEL JOIST. REFER TO STRUCTURAL DRAWINGS. 18. GYPSUM WALL BOARD CEILING. HANG FRAME TO ROOF STRUCTURE ABOVE CEILING HEIGHT INDICATED. VERIFY IN FIELD PRIOR TO FINAL INSTALLATION. 19. BRICK VENEER. 20. 6" SPLIT -FACE CMU VENEER. 21. METAL SOFFIT TO MATCH METAL ROOF. 22. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS. SHOWN FOR GENERAL LOCATION ONLY. REFER TO APPROVED SIGN DRAWINGS BY SIGNAGE COMPANY. CONTRACTOR TO PROVIDE 4" PLYWOOD SHEATHING ON INTERIOR SIDE OF STUDS FOR SIGN CONNECTION. 23. EIFS WALL SYSTEM. StoTHERM NEXT SYSTEM AS MANUFACTURED BY Sto. 4 INCHES IN THICKNESS EXCEPT FOR ADJACENT TO BRICK TO BE 6 INCHES. REFER TO ELEVATIONS. HOLD OFF GRADE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. 24. ODENS GLASS PER EIFS WALL SYSTEM MANUFACTURER RRECOMMENDATIONS. 25. KYNAR 500 PREFINISHED ALUMINUM COPING TO MATCH ADJACENT MATERIAL SELECTED FROM STANDARD KYNAR COLOR OPTIONS BY ARCHITECT. 26. CONTINUOUS 2 PIECE METAL FLASHING & COUNTER FLASHING. COLOR TO MATCH ADJACENT MATERIAL. KYNAR 500 PRE FINISHED ALUMINUM. 27. CONTINUOUS EDGE FLASHING AND DRIP EDGE. COLOR TO MATCH ROOF. 28. STONE STRIPS BY ERTH COVERINGS - COLOR: CEDARSTONE - INSTALL OVER CEMENT BOARD, MORTAIRVENT, AND WEATHER RESISTANT BARRIER. INSTALL PER MANUFACTURER RECOMMENDATIONS. 29. BULLNOSE PRECAST WATER TABLE. 30. ALUMINUM STOREFRONT. REFER TO DOOR AND WINDOW SCHEDULE, AND SPECS. 31. PRECAST COLUMN CAP. 32. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH STOREFRONT COLOR. 33. SOLDIER COURSE, OFFSET 1/2" FROM FIELD BRICK. 34. STEEL ANCHOR PLATES. REFER TO STRUCTURAL. 35. PRE -MANUFACTURED CANVAS CANOPY. COLOR TO MATCH P-1. 36. RUNNING BOND, INSET 1/2". 37. 18"W X 10'H STEEL ACCESS LADDER INSTALL PER MANUFACTURERS REQUIREMENTS AT OPPOSITE END FROM ACCESS DOOR BELOW. 38. 1" RIGID INSULATION, CONTINUOUS. 39. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH ROOF COLOR. 40. STEEL ANGLE TO RECEIVE BRICK. REFER TO STRUCTURAL DRAWINGS. 41. CMU SILL. 42. THRU-WALL FLASHING WITH WEEPS AND SOLID GROUT BELOW. 43. 4" SPLIT -FACE CMU VENEER. 44. PARAPET BEYOND. 45. 3/4 - INCH THICK PINE WOOD V GROOVE DECKING. 46. ROOF DRAIN AND PIPING TO STORM DRAIN. 47. GRADE. 48. STEEL LINTEL. 49. NOT USED. 50. 1/2" REVEAL IN FACE OF EIFS FINISH. PER MANUFACTURER'S STANDARD DETAILS. 51. NOT USED. 52. FRESH WALL DISPLAY CABINET. REFER TO SHEET FS -2 ITEM #20. 53. 10" METAL STUD FRAMING WITH STRUCTURAL SHEATHING, 54. COOLER/FREEZER WALL SYSTEM. 55. 1/4" HARDIE PANEL. 56. METAL GUTTER TO MATCH ROOF. 57. 4"0 DOWN SPOUT. 58. TIE DOWN SPOUT INTO STORMWATER SYSTEM REFER TO CIVIL DRAWINGS. 59. STAINED CONCRETE. 60. FOUNDATION INSULATION WHERE INDICATED ONLY. 61. NOT USED. 62. NOT USED. 63. CONTINUOUS WATERPROOF MEMBRANE BELOW METAL ROOF AND BEHIND WALL FINISH UP 12". 64. CRICKET TRIM 1 PIECE PITCH TO DRAIN COLOR TO MATCH ROOF. 65. SUB FLASHING, TYP. 66. 24"x24" CONCEALED CEILING ACCESS PANEL REFER TO FLOOR PLAN. 67. Y2" PLYWOOD DECK. 68. PROVIDE DOUBLE STUDS AROUND HATCH. 69. LOCATION FOR SIGN ELECTRICAL COMPONENTS. 70. METAL STUDS 24" O.C. AND " PLYWOOD MAINTENANCE LEDGE, OMIT DECK ON EITHER END FOR ACCESS TO LEDGE. 71. 8" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 72. THRU-WALL SCUPPER INSERT, SCUPPER, AND DOWNSPOUT TO LOWER ROOF BELOW. 73. THRU-WALL FLASHING WITH WEEPS, TYP. Seal \\\%%H(Fff?f S. T. Q�P,,.....,,•• i No. AR 1110018 1. • STATE QE Tf NOV 3 0 2012 DP3 ARCHITECTS M pJMr ECTB, LTD. 211 Ead &*W Smoot Carse wft, SC 19601 T.664`29Q.6200 F. 864.=.7567 www.DPBWONteemmm Project 0 U T B AC 10KO • • S T E A K H O U S E • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By BRU Checked By BST Date 28 NOV 12 Revisions Drawing Wall Sections A7.4 A7 SERIESN L NOTES A. REFER TO STRUCTURAL DRAWINGS FOR SIZES, CONNECTIONS AND PLACEMENT OF STRUCTURAL gg Z5 25 COMPONENTS. mum 1 1/2" = 1'-0" Nam 1 1/2" = 1'-0" 16.016- CIrNIV 1 1/2" = 1'-0" DETAIL 1 1/2" = 1'-0" DETAIL 1 1/2" = 1'-0" DETAIL mfrzVI DETAIL 1 1/2" = 1'-0" DETAIL 1 1/2" = 1'-0" WALL SECTION 1" = 1'-0" B. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES AND LOCATIONS. C. REFER TO INTERIOR ELEVATIONS FOR ALL INTERIOR FINISHES. D. REFER TO FLOOR FINISH DRAWING FOR ALL FLOOR FINISHES. E. ALL CEILING HEIGHTS ARE SHOWN FOR CONVENIENCE. CONTACT ARCHITECT WITH ANY CONFLICT BETWEEN HEIGHTS SHOWN ON REFLECTED CEILING PLAN AND THIS SHEET. F. ALL EXTERIOR WOOD FRAMING AND TRIM TO BE SOUTHER PINE # 1 REFER TO STRUCTURAL. STAIN AND SEAL. COLOR TO BE SELECTED BY ARCHITECT. A7 SERIES KEY NOTES 1. SINGLE PLY ROOF MEMBRANE RUN CONTINUOUS OVER TOP OF PARAPET WALL AND TERMINATE UNDER COPNG. OVER METAL DECK AND RIGID INSULATION ROOF STRUCTURE. INSTALL PER ROOF MANUFACTURERS REQUIREMENTS. 2. 2X WOOD BLOCKING. 3. 6" METAL STUD. 4. ACOUSTICAL CEILING TILE AND GRID WITH SUPPORT CABLES TO STRUCTURE ABOVE. 5. BATT INSULATION. 6. 1/2" GYPSUM BOARD. 7. EXTERIOR GRADE SHEATHING. REFER TO STRUCTURAL DRAWINGS. 8. STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS. 9. FOUNDATION REFER TO STRUCTURAL DRAWINGS. 10. CONTINUOUS FLASHING ABOVE BRICK VENEER. 11. PREFABRICATED WOOD TRUSSES, TYPICAL. REFER TO STRUCTURAL DRAWINGS. 12. STEEL BEAM. REFER TO STRUCTURAL DRAWINGS. 13. STEEL ANGLE TO RECEIVE ROOF DECK. REFER TO STRUCTURAL DRAWINGS. 14. METAL STUD FRAMING. REFER TO STRUCTURAL DRAWINGS AND NOTED FLOOR PLAN FOR DETAILS. 15. RIGID INSULATION OVER 1-1/2" METAL DECK, REFER TO STRUCTURAL DRAWINGS AND TO SPEC SECTION 07530. 16. STANDING SEAM METAL ROOF SYSTEM OVER 1/2" PLYWOOD OR OSB. REFER TO SPEC SECTION 07550. 17. STEEL JOIST. REFER TO STRUCTURAL DRAWINGS. 18. GYPSUM WALL BOARD CEILING. HANG FRAME TO ROOF STRUCTURE ABOVE CEILING HEIGHT INDICATED. VERIFY IN FIELD PRIOR TO FINAL INSTALLATION. 19. BRICK VENEER. 20. 6" SPLIT -FACE CMU VENEER. 21. METAL SOFFIT TO MATCH METAL ROOF. 22. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS. SHOWN FOR GENERAL LOCATION ONLY. REFER TO APPROVED SIGN DRAWINGS BY SIGNAGE COMPANY. CONTRACTOR TO PROVIDE Y4" PLYWOOD SHEATHING ON INTERIOR SIDE OF STUDS FOR SIGN CONNECTION. 23. EIFS WALL SYSTEM. StoTHERM NEXT SYSTEM AS MANUFACTURED BY Sto. 4 INCHES IN THICKNESS EXCEPT FOR ADJACENT TO BRICK TO BE 6 INCHES. REFER TO ELEVATIONS. HOLD OFF GRADE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. 24. X" DENS GLASS PER EIFS WALL SYSTEM MANUFACTURER RECOMMENDATIONS. 25. KYNAR 500 PREFINISHED ALUMINUM COPING TO MATCH ADJACENT MATERIAL SELECTED FROM STANDARD KYNAR COLOR OPTIONS BY ARCHITECT. 26. CONTINUOUS 2 PIECE METAL FLASHING & COUNTER FLASHING. COLOR TO MATCH ADJACENT MATERIAL. KYNAR 500 PRE FINISHED ALUMINUM. 27. CONTINUOUS EDGE FLASHING AND DRIP EDGE. COLOR TO MATCH ROOF. 28. STONE STRIPS BY ERTH COVERINGS - COLOR: CEDARSTONE - INSTALL OVER CEMENT BOARD, MORTAIRVENT, AND WEATHER RESISTANT BARRIER. INSTALL PER MANUFACTURER RECOMMENDATIONS. 29. BULLNOSE PRECAST WATER TABLE. 30. ALUMINUM STOREFRONT. REFER TO DOOR AND WINDOW SCHEDULE, AND SPECS. 31. PRECAST COLUMN CAP. 32. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH STOREFRONT COLOR. 33. SOLDIER COURSE, OFFSET 1/2" FROM FIELD BRICK. 34. STEEL ANCHOR PLATES. REFER TO STRUCTURAL. 35. PRE -MANUFACTURED CANVAS CANOPY. COLOR TO MATCH P-1. 36. RUNNING BOND, INSET 1/2". 37. 18"W X 10'H STEEL ACCESS LADDER INSTALL PER MANUFACTURERS REQUIREMENTS AT OPPOSITE END FROM ACCESS DOOR BELOW. 38. 1" RIGID INSULATION, CONTINUOUS. 39. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH ROOF COLOR. 40. STEEL ANGLE TO RECEIVE BRICK. REFER TO STRUCTURAL DRAWINGS. 41. CMU SILL. 42. THRU-WALL FLASHING WITH WEEPS AND SOLID GROUT BELOW. 43. 4" SPLIT -FACE CMU VENEER. 44. PARAPET BEYOND. 45. 3/4 - INCH THICK PINE WOOD V GROOVE DECKING. 46. ROOF DRAIN AND PIPING TO STORM DRAIN. 47. GRADE. 48. STEEL LINTEL. 49. NOT USED. 50. 1/2" REVEAL IN FACE OF EIFS FINISH. PER MANUFACTURER'S STANDARD DETAILS. 51. NOT USED. 52. FRESH WALL DISPLAY CABINET. REFER TO SHEET FS -2 ITEM #20. 53. 10" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 54. COOLER/FREEZER WALL SYSTEM. 55. 1/4" HARDIE PANEL. 56. METAL GUTTER TO MATCH ROOF. 57. 4" 0 DOWN SPOUT. 58. TIE DOWN SPOUT INTO STORMWATER SYSTEM REFER TO CIVIL DRAWINGS, 59. STAINED CONCRETE. 60. FOUNDATION INSULATION WHERE INDICATED ONLY. 61. NOT USED. 62. NOT USED. 63. CONTINUOUS WATERPROOF MEMBRANE BELOW METAL ROOF AND BEHIND WALL FINISH UP 12". 64. CRICKET TRIM 1 PIECE PITCH TO DRAIN COLOR TO MATCH ROOF. 65. SUB FLASHING, TYP. 66. 24"x24" CONCEALED CEILING ACCESS PANEL REFER TO FLOOR PLAN. 67. X% PLYWOOD DECK. 68. PROVIDE DOUBLE STUDS AROUND HATCH. 69. LOCATION FOR SIGN ELECTRICAL COMPONENTS. 70. METAL STUDS 24" O.C. AND %" PLYWOOD MAINTENANCE LEDGE, OMIT DECK ON EITHER END FOR ACCESS TO LEDGE. 71. 8" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 72. THRU-WALL SCUPPER INSERT, SCUPPER, AND DOWNSPOUT TO LOWER ROOF BELOW. 73. THRU-WALL FLASHING WITH WEEPS, TYP. Seal �P` °Naas• ��%/,•' �/ G1ST-9 °. No. A9 111 0:4018 ; '• STATE OF • e` ,,'�R 1 1 If ►1 � / \,`�`` NOV 3 0 2012 DP3 ARCHITECTS DPS AIRIM M, LTD. 811 East Broad Sheet Groe wft, SC 88601 T. 664.ZSQMW F. S&/.M.71s67 YAW.DPSanchllecss oom Project -OUTBACK". • S T E A K H O U S E• • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By BRU Checked By BST Date 28 NOV 12 Revisions Drawing Wall Sections A7.5 A4]' Qea Q a 44 e a _ c d B. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES AND LOCATIONS. C. REFER TO INTERIOR ELEVATIONS FOR ALL INTERIOR FINISHES. D. REFER TO FLOOR FINISH DRAWING FOR ALL FLOOR FINISHES. E. ALL CEILING HEIGHTS ARE SHOWN FOR CONVENIENCE. CONTACT ARCHITECT WITH ANY CONFLICT BETWEEN HEIGHTS SHOWN ON REFLECTED CEILING PLAN AND THIS SHEET. F. ALL EXTERIOR WOOD FRAMING AND TRIM TO BE SOUTHER PINE # 1 REFER TO STRUCTURAL. STAIN AND SEAL. COLOR TO BE SELECTED BY ARCHITECT. A7 SERIES KEY NOTES 1. SINGLE PLY ROOF MEMBRANE RUN CONTINUOUS OVER TOP OF PARAPET WALL AND TERMINATE UNDER COPNG. OVER METAL DECK AND RIGID INSULATION ROOF STRUCTURE. INSTALL PER ROOF MANUFACTURERS REQUIREMENTS. 2. 2X WOOD BLOCKING. 3. 6" METAL STUD. 4. ACOUSTICAL CEILING TILE AND GRID WITH SUPPORT CABLES TO STRUCTURE ABOVE. 5. BATT INSULATION. 6. 1/2" GYPSUM BOARD. 7. EXTERIOR GRADE SHEATHING. REFER TO STRUCTURAL DRAWINGS. 8. STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS. 9. FOUNDATION REFER TO STRUCTURAL DRAWINGS. 10. CONTINUOUS FLASHING ABOVE BRICK VENEER. 11. PREFABRICATED WOOD TRUSSES, TYPICAL. REFER TO STRUCTURAL DRAWINGS. 12. STEEL BEAM. REFER TO STRUCTURAL DRAWINGS. 13. STEEL ANGLE TO RECEIVE ROOF DECK. REFER TO STRUCTURAL DRAWINGS. 14. METAL STUD FRAMING. REFER TO STRUCTURAL DRAWINGS AND NOTED FLOOR PLAN FOR DETAILS. 15. RIGID INSULATION OVER 1-1/2" METAL DECK, REFER TO STRUCTURAL DRAWINGS AND TO SPEC SECTION 07530. 16. STANDING SEAM METAL ROOF SYSTEM OVER 1/2" PLYWOOD OR OSB. REFER TO SPEC SECTION 07550. 17. STEEL JOIST. REFER TO STRUCTURAL DRAWINGS. 18. GYPSUM WALL BOARD CEILING. HANG FRAME TO ROOF STRUCTURE ABOVE CEILING HEIGHT INDICATED. VERIFY IN FIELD PRIOR TO FINAL INSTALLATION. 19. BRICK VENEER. 20. 6" SPLIT -FACE CMU VENEER. 21. METAL SOFFIT TO MATCH METAL ROOF. 22. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS. SHOWN FOR GENERAL LOCATION ONLY. REFER TO APPROVED SIGN DRAWINGS BY SIGNAGE COMPANY. CONTRACTOR TO PROVIDE Y4" PLYWOOD SHEATHING ON INTERIOR SIDE OF STUDS FOR SIGN CONNECTION. 23. EIFS WALL SYSTEM. StoTHERM NEXT SYSTEM AS MANUFACTURED BY Sto. 4 INCHES IN THICKNESS EXCEPT FOR ADJACENT TO BRICK TO BE 6 INCHES. REFER TO ELEVATIONS. HOLD OFF GRADE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. 24. X" DENS GLASS PER EIFS WALL SYSTEM MANUFACTURER RECOMMENDATIONS. 25. KYNAR 500 PREFINISHED ALUMINUM COPING TO MATCH ADJACENT MATERIAL SELECTED FROM STANDARD KYNAR COLOR OPTIONS BY ARCHITECT. 26. CONTINUOUS 2 PIECE METAL FLASHING & COUNTER FLASHING. COLOR TO MATCH ADJACENT MATERIAL. KYNAR 500 PRE FINISHED ALUMINUM. 27. CONTINUOUS EDGE FLASHING AND DRIP EDGE. COLOR TO MATCH ROOF. 28. STONE STRIPS BY ERTH COVERINGS - COLOR: CEDARSTONE - INSTALL OVER CEMENT BOARD, MORTAIRVENT, AND WEATHER RESISTANT BARRIER. INSTALL PER MANUFACTURER RECOMMENDATIONS. 29. BULLNOSE PRECAST WATER TABLE. 30. ALUMINUM STOREFRONT. REFER TO DOOR AND WINDOW SCHEDULE, AND SPECS. 31. PRECAST COLUMN CAP. 32. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH STOREFRONT COLOR. 33. SOLDIER COURSE, OFFSET 1/2" FROM FIELD BRICK. 34. STEEL ANCHOR PLATES. REFER TO STRUCTURAL. 35. PRE -MANUFACTURED CANVAS CANOPY. COLOR TO MATCH P-1. 36. RUNNING BOND, INSET 1/2". 37. 18"W X 10'H STEEL ACCESS LADDER INSTALL PER MANUFACTURERS REQUIREMENTS AT OPPOSITE END FROM ACCESS DOOR BELOW. 38. 1" RIGID INSULATION, CONTINUOUS. 39. KYNAR 500 PRE FINISHED ALUMINUM BREAK METAL TO MATCH ROOF COLOR. 40. STEEL ANGLE TO RECEIVE BRICK. REFER TO STRUCTURAL DRAWINGS. 41. CMU SILL. 42. THRU-WALL FLASHING WITH WEEPS AND SOLID GROUT BELOW. 43. 4" SPLIT -FACE CMU VENEER. 44. PARAPET BEYOND. 45. 3/4 - INCH THICK PINE WOOD V GROOVE DECKING. 46. ROOF DRAIN AND PIPING TO STORM DRAIN. 47. GRADE. 48. STEEL LINTEL. 49. NOT USED. 50. 1/2" REVEAL IN FACE OF EIFS FINISH. PER MANUFACTURER'S STANDARD DETAILS. 51. NOT USED. 52. FRESH WALL DISPLAY CABINET. REFER TO SHEET FS -2 ITEM #20. 53. 10" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 54. COOLER/FREEZER WALL SYSTEM. 55. 1/4" HARDIE PANEL. 56. METAL GUTTER TO MATCH ROOF. 57. 4" 0 DOWN SPOUT. 58. TIE DOWN SPOUT INTO STORMWATER SYSTEM REFER TO CIVIL DRAWINGS, 59. STAINED CONCRETE. 60. FOUNDATION INSULATION WHERE INDICATED ONLY. 61. NOT USED. 62. NOT USED. 63. CONTINUOUS WATERPROOF MEMBRANE BELOW METAL ROOF AND BEHIND WALL FINISH UP 12". 64. CRICKET TRIM 1 PIECE PITCH TO DRAIN COLOR TO MATCH ROOF. 65. SUB FLASHING, TYP. 66. 24"x24" CONCEALED CEILING ACCESS PANEL REFER TO FLOOR PLAN. 67. X% PLYWOOD DECK. 68. PROVIDE DOUBLE STUDS AROUND HATCH. 69. LOCATION FOR SIGN ELECTRICAL COMPONENTS. 70. METAL STUDS 24" O.C. AND %" PLYWOOD MAINTENANCE LEDGE, OMIT DECK ON EITHER END FOR ACCESS TO LEDGE. 71. 8" METAL STUD FRAMING WITH STRUCTURAL SHEATHING. 72. THRU-WALL SCUPPER INSERT, SCUPPER, AND DOWNSPOUT TO LOWER ROOF BELOW. 73. THRU-WALL FLASHING WITH WEEPS, TYP. Seal �P` °Naas• ��%/,•' �/ G1ST-9 °. No. A9 111 0:4018 ; '• STATE OF • e` ,,'�R 1 1 If ►1 � / \,`�`` NOV 3 0 2012 DP3 ARCHITECTS DPS AIRIM M, LTD. 811 East Broad Sheet Groe wft, SC 88601 T. 664.ZSQMW F. S&/.M.71s67 YAW.DPSanchllecss oom Project -OUTBACK". • S T E A K H O U S E• • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By BRU Checked By BST Date 28 NOV 12 Revisions Drawing Wall Sections A7.5 WAIT AREA SIDE DINING ROOM SIDE STACK WALL DETAIL AT COLUMN AND EXTERIOR WALL 1 1/2"=1'-0" �bl PLAN DETAIL 1 1/2"=1'-0" COLUMN DETAIL 1 1/2"=1'-0" A8.0 SERIES GENERAL NOTES A. ALL DIMENSIONS ON THIS SHEET ARE FROM FINISH TO FINISH. B. REFER TO ROOM FINISH SCHEDULE FOR FINISHES. C. REFER TO SHEET A1.0 FOR DIMENSIONS. D. ALL WOOD FRAMING IN CONTACT WITH CONCRETE IS TO BE PRESSURE TREATED. E. REFER TO FLOOR FINISH PLAN FOR FLOOR FINISH LOCATIONS. F. GENERAL CONTRACTOR TO COORDINATE INSTALLATION OF ALL MILLWORK AND ART SUPPLIED BY VENDORS. G. ALL WOOD TO BE SMOOTH SAWNSOUTHERN PINE #1. SEAL AND STAIN. COLOR TO BE DETERMINDED BY ARCHITECT. H. REFER TO REFLECTED CEILING PLAN FOR CEILING TYPES AND FINISHES. A8.0 KEY NOTES OSTONE VENEER (STRIPS) CEDAR STONE BY ERTH COVERINGS. 2. 6 -INCH METAL STUD. 3. 2X WOOD BLOCKING. 4. ALUMINUM STOREFRONT. 5. STEEL COLUMN. REFER TO STRUCTURAL. 6. BATT INSULATION. 7. 8" METAL STUD WALL. 8. 1X WOOD TRIM, STAINED. 9. EXTERIOR GRADE SHEATHING. REFER TO STRUCTURAL. 10. GYPSUM WALLBOARD. 11. 10" METAL STUD WALL. 12. BULLNOSE PRECAST WATER TABLE. 13. BRICK VENEER. 14, STACK WALL BY MILLWORK CONTRACTOR, INSTALLED BY G.C. 15. 3-5/8" METAL STUD. Seal S. THO � gyp.••••...... i �Q•Q�G�ST8,o o*% ! No. AR 11100018 i = STATE OF �'• ;NO I AN •.•' `oma NOV 3 0 2012 DP3 ARCHITECTS DPS AF"rnwf9, LTD. 211 EM Broad Street OreerAle, 9C 29W1 T.884.Z9QMW F. 884.=.7587 www.DP9w Mftectexom Project • • • S T E A K H O U S E° • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By MHT Checked By BST Date 28 NOV 12 Revisions Drawing Enlarged Details A8.0 A9.0 GENERAL NOTES _ A. REFER TO REFLECTED CEILING PLAN FOR CEILING HEIGHTS & FINISHES.ALL PINE B. REFER TO FINISH FLOOR PLAN FOR FLOOR FINISHES. 63 A9.0 KEY NOTES 37 1. 1/2" CEMENTITIOUS BACKER BOARD EXTEND TO UNDERSIDE OF 73 STEEL JOIST ON BOTH SIDES OF HOOD WALLS. 73 13 1 112" : 1 1/2" :' 2. 1/2" MR GWB. REFER TO ROOM FINISH SCHEDULE FOR KITCHEN 13 47 WALLS AND INTERIOR ELEVATIONS FOR DINING ROOM WALLS 9 11 FOR FINISHES. 12 , 12 3. FRP. COLOR WHITE. 4 - 4. 1/2" DUROCK 12" HIGH TYP. AT KITCHEN WALLS. 4 5. LATICRETE 9235 MOISTER BARRIER -LAP 12" UP WALL AND 12" OVER FLOOR. REFER TO SPECIFICATION SHEETS FOR MORE 5 ' 5 3 INFO. 3 6 CONCRETE SLAB 35 11 38 !. 7. QUARRY TILE. 8. TREMCO VULKEM 116 CAULK UNDER BOTTOM TRACK. 34 7 7 7 'd 9. METAL STUD PARTITION. �.. 10. FINISHED CEILING REFER TO REFLECTED CEILING PLAN FOR 6 CEILING HEIGHTS AND FINISH. 43 _ 11. PVC Z -BAR CAP TRIM @ FRP PANELING. 7 12. 4" COOLER WALL. 30 _ . - 36 8 7 8 39 13. 1 1/2" AIR GAP. Seal 2 _. , 14. HOOD - REFER TO MECHANICAL DRAWINGS. 9 6 A 15. 14 GA. SHEET METAL COVERING WALL FRAMING BEHIND HOOD. 4. 6 TEMP TACK WELDED TO STUDS W/ METAL SCREWS MAX. 12" O.C. - NOTE: SEE SHEET FS -6/7 FOR WALL BLOCKING ����� 41 LOCATIONS -SUBSTITUTE 14 GA. PANELING BY G.C. DO NOT USE �� N S. 04 ,� SECTION AA 42 TREATED OR UNTREATED WOOD IN HOOD WALLS. ���PsP�Gsrq� 9�� 16. 3/4" A -C PLYWOOD (TYP). No. AR 1110G018 m 17. 2X4 VERT. SUPPORT @ 48" O.C. • - --- STATE • • r WALK-IN COOLER FLOOR WALK-IN FREEZER FLOOR 3 WALK BRACE DETAIL 18. CONT. 1X4 SCREWED TO METAL FRAMING (TYP). 1 ;,?.••' ��� �7 °....... 1 0" 2 3"=1'-0" 1-1/2"=V-0" -0 19. CAULK ALL AROUND TYP. @ EACH SHELF. �ci ��•°d 1 i i ! 01��� SEE PLAN FOR DIMENSION 20. 3 5/8" METAL STUD BULKHEAD SUSPENDED FROM STRUCTURE ABOVE. 21. POURED CONCRETE SLAB. 22. 18" WALL MOUNTED SHELVING BY OWNER. NOV 3 0 2612 44 15 A 0 43 A 23. QUARRY TILE COVE BASE. ele 45 45 1 1 2 24. CONNECT ALL -THREAD TO UNI -STRUT. SECURE UNI -STRUT TO W BAR JOIST @ MAX. 30" O.C. 7 48 14 a 25. CAULK ALL AROUND. 46 p LL 26. 3/4" PLYWOOD SHELF PAINTED ON ALL EXPOSED SURFACES. IVZ 63 g 10 a 39 27. 3I8" ALL -THREAD (PAINTED). 67 w 38 28. 2X3 LEDGER SCREWED TO EACH STUD (PAINTED). 0 47 3 29. NOT USED. 3'-0" 9 30. 3/4" WASHER. PLAN 31. GRIND EXPOSED ALL -THREAD SMOOTH. 47 11 ARCHITECTS 0 32. NOT USED. 50 7' 1 11 7 MOP SINK 33. FRAMED PARTITION. REFER TO CONSTRUCTION PLAN SHEET 23 A1.0 6 23 7 34. ATTACH TO STRUCTURE ABOVE. 49 A9.0 7 0 35. 3 5/8" METAL STUD DIAGONAL BRACKETS @ 32" O.C. 36. CONT. RUNNER FOR SUPPORT. OMA/10MECTS, LTD. 211 Md Brood 8bset 01OW" We, SC WWI I /, 37. FRP OVER DUROCK. ` T. 91H.M.SM F. A64".7S87 o /j 38. DUROCK WALL BRACING BEHIND VERTICALLY APPLIED NON -SLIP 14 VINYL FLOORING. WWW'��' 6 8 39. FLOOR DRAIN -REFER TO PLUMBING DRAWINGS. 9 40. 22 GA. S/S CONT. CORNER GUARD. SECURE WITH SS SCREWS NOTE: SEE MECHANICAL PLANS (5) AND CAULK ALL EDGES. REFER TO FS DRAWINGS. Project I 20 51 FOR EXHAUST DUCT FIRE RATED HOOD WALL DETAIL 41. CONSTRUCTION JOINT. SHAFT AND/OR FIRE RATED DUCT 6 2 42. FORMED CONC. BASE FOR RECESSED MOP SINK. ' ( WRAP REQUIREMENT. 22 43. 1 "X2" SS ANGLE 10 ' ( 44. ROOF HATCH. 52 10 45. MEMBRANE ROOFING OVER RIGID INSULATION. TURN ROOFING o ' UP UNDER CURB FLASHING. 2 7 53 ' 46. RIGID INSULATION OVER METAL DECKING. 47. JOIST. 6 ' 7 10 48. SEE STRUCTURAL DRAWINGS FOR FRAMING AROUND OPENING. 4 49. 3 5/8" METAL STUDS AROUND 4 SIDES OF OPENINGS W/ 1/2" GWB Q q - .r - BULKHEAD AT COOLER WALL FINISH. PAINT TO MATCH ADJACENT KITCHEN WALLS. 6 NOTE: SEE CONSTRUCTION PLAN SHEET A1.0 FOR LOCATION OF 13 3/4"=1'-0" 50. 1 5/8" METAL STUDS @ 16" O.C. • DUROCK AND STAINLESS 51. 3/4" DIA. STEEL RUNG @ 12" O.C. WELDED TO SIDE RAILS. • GALV. STEEL SHEATHING, SECTION STEEL PANELING. 52. 21/2"X 1/2" FLAT BAR STRINGERS W/ EASED EDGES. S T E A K H O U S OUTBAC • 53. ANCHOR TO FLOOR W/ CLIP ANGLES - 2 1/2"x2 1/2"x1/4" WELDED NOTE: BLOCKING IN COOK LINE WALL �- TO STRINGERS &ANCHORED TO FLOOR W/ 1/2" EXP. BOLTS. �U ACHIEVED W/ 14 GA. GALV. STEEL 54. LINE OF OPENING ABOVE. SHEATHING ATTACH TO METAL STUDS & 54 COVER BY 1/2" GYP. BOARD SHEATHING. ALL - 55. NOT USED. EQUIPMENT ATTACHMENT TO GALV. SHEATHING ao 56. (2) 2X4 FULL HEIGHT STUDS. 56 SHALL BE WITH MACHINE SCREWS. 57. 1/2"x2 1/2" STEEL BRACKETS -WELD TO SIDE RAILS &BOLT TO Outback Steakhouse 51 WOOD STUDS W/ 3/6" LAG BOLTS. 9 58. 1/2" CDX PLYWOOD FULL WIDTH OF LADDER & FILL HEIGHT OF Carmel, I N o WALL. Store # 151 tV 58 5 HOOD WALL SECTION 59. 6" HIGH DUROCK BEHIND CONC. BASE. ✓ 3/4"=1'-0" 66 60. EXTEND LATICRETE UNDER CONC. BASE. Project Number 11242 56 61. QUARRY TILE - RUN UP & ONTO CONC. BASE. Drawn By LJD Checked By BST 1'-6" 66 62. SEALANT. lo Date 28 NOV 12 57 d 74 63. ROOF DECK. PLAN 3 12 /--,ELEVATION0 A9.0 A9.0 ___r Zx 68 76 64. NOT USED R@VISIOnS 10 78 66 m 65. 1x4 BLOCKING IN WALL FOR MOUNTING. NOTE: DO NOT PAINT LADDER. 117 1 6'-8 1/4" � � 66. 3/4" PLYWOOD SHELVES -PTD. LEAVE W/ PRIMER FINISH TR / 67. STAINLESS STEEL PANELS. 68. 2X2 WOOD SHELF SUPPORT. 66 �., o 4 ROOF HATCH DETAIL 65 1�_g�� 4 � OFFICE CABINET ELEVATION r , 69. 2X BLOCKING. 3/4"=1'-0" 1/2"= 69 70. 1/2" PLYWOOD W/ FRP. 71. CONTINUOUS 1X4. tO 72. 1X6 3" WIDE. 66 73. 1/ 2" 4 -PLY PLYWOOD SHEATHING. ALL KITCHEN WALLS EXCEPT 68 HOOD WALLS. 33 74. 30" HIGH 3/4" PLYWOOD DESK TOP & 3" BACKSPLASH COVERED 3 W/ PLASTIC LAMINATE (ALMOND). FURNISHED &INSTALLED BY G.C. 9 26 Q STORAGE 4'-0" 66 ( 4 CABINET I 2'-4" 75. FILING CABINETS SUPPLIED BY BBI. 70 1'-4" 5 I (O.F.I.) i� 76. 3/4"x3/4" AULMINUM ANGLE SCREWED TO PLYWOOD @ 12" O.C. - I 62 59 61 _ TYPICAL. 18 /1 j : ;. 71 io 74 6" I 1 3/4° r ` 23 77L 74 77. 2" DIA. GROMMET HOLES. COORDINATE W/ OSI FOR LOCATIONS. DraWIf1Q , 78. 3/4" CONT. WOOD SUPPORT. 69 /i/� 72 71 26 23 C 78 u- FF 7 I 7 Q Interior Details 72 75 I U q ` N o 18 _ `t Kitchen 18 a 8 21 60 MUSIC COMPONENT SHELF DETAIL OFFICE DESK SHELVING UNIT STORAGE BASE OFFI�E_ST�ORAGESECTION1"=1'-0"1/2"=1'-0" 1 11-1/2"=1'-0" 3/4"=1'-0 A9nO LT .s CA A C: co 0) m- C cv H J M a 0 O O CL N U) d tl1 co s 6 i 94" 3'-4" 3'-4" 3141 3'-4" :7111L L - i .7110 v4�� �- `�L "G II It Xr D E A B C HM DOOR SCWD DOOR SCWD DOOR HM DOOR SINGLE -LITE WOOD DOOR FINISH: STAIN (S-5) DOOR TYPE SCHEDULE 1/4" = 1'-0" 6'-4" _ 314" k. T-31/4" t. Al -A l- - '- 51/ " 2'-1" 51/ " F G HM DOORS HM DOOR H SINGLE -LITE STOREFRONT DOOR ALUM/GLASS r-21/8" _4' J HM DOOR DOOR SCHEDULE (PER DOOR) < MODEL QTY HARDWARE ' MODEL FINISH MFR (6) HEAD JAMB DOOR FRAME GLAZING HARDWARE SET # CLOSER THRESHOLD NOTES DOOR # LOCATION DOOR MATERIAL TYPE WIDTH HEIGHT THICKNESS FRAME NATIONAL (1) FINISH FINISH IMPACT RESISTANT GUARD 2 () ;KICK PLATE .:::.... ; 10B NATIONAL VESTIBULE WOOD & TEMPERED H PAIR T-0" 1 3/4" STOREFRONT 1/A7.1 1/A7.1 PAINTED PRE -FINISHED CLEAR TEMPERED PANIC 1 Y Y MATCH STOREFRONT 100 DKKBRZ GLASS (1) 3'-0" 513DKB X 72" DKB GUARD (2) SIM. 900127 ... DKKBRZ BLACKWOOD ;PLATE THRESHOLD 513DKB X 72" DKB GUARD 1 RECEPTION WOOD & TEMPERED A. PAIR 7'-0" 1 3/4" STOREFRONT 1/ATI 1/AT1 STAINED PRE -FINISHED GRASS GLASS PANIC 2 Y N SOLID CORE 101 GLASS 3'-0" SIM TEMPERED RED OAK WAITING WOOD & TEMPERED 8 3'-0" T-0" 1 3/4" STOREFRONT 1/A7.1 1/ATI STAINED PRE -FINISHED CLEAR TEMPERED PANIC 7 Y Y SOLID CORE 102 AREA GLASS SIM. SIM, RED OAK WEST WOOD & TEMPERED B 3'-0" T-0" 1 3/4" STOREFRONT 3/AT3 3/A7.3 STAINED PRE -FINISHED CLEAR TEMPERED, PANIC 7 Y Y SOLID CORE 103 DINING EXIT GLASS SIM, SIM. TINTED RED OAK INTERIOR WOOD & TEMPERED J 3-0" T-0" 1 3/4" HOLLOW H1/A10.1 J1/A10.1 STAINED PAINTED CLEAR TEMPERED N/A 3 Y N/A SOLID CORE 104 TAKE -AWAY GLASS METAL 12JA10.1 RED OAK EXTERIOR WOOD &TEMPERED B 3'-0" 7'-0" 1 314" STOREFRONT 3/A7.3 31AT3 STAINED PRE -FINISHED CLEAR TEMPERED PANIC 7 Y Y SOLID CORE 105 TAKE -AWAY GLASS SIM. RED OAK RECEIVING HOLLOW METAL G 3'-6" T-0" 1 3/4" HOLLOW H3/A10.1 H3/A10.1 PAINTED PAINTED N/A PANIC 9 Y Y 106 AREA METAL SIM. MECH. WATER HOLLOW METAL F PAIR T-0" 1 3/4" HOLLOW H3/A10.1 H3/A10.1 PAINTED PAINTED N/A STOREROOM LOCK SET 8 Y Y 107 ROOM 3'-0" METAL SIM. MEN'S WOOD C 3'-0" T-0" 1 3/4" HOLLOW H1/A10.1 J1/A10.1 STAINED PAINTED N/A N/A 3 Y N/A 1 SOLID CORE, RED OAK. UNDERCUT DOOR 1". 108 RESTROOM METAL J2/A10.1 WOMEN'S WOOD C 3'-0" T -O" 1 3/4" HOLLOW H1/A10 1 J1/A10 1 STAINED PAINTED N/A N/A 3 Y N/A SOLID CORE. RED OAK. 109 METAL J2/A10.1 UNDERCUT DOOR 1". RESTROOM EMPLOYEE HOLLOW METAL D 3'-0" T-0" 1 3/4" HOLLOW H2/A10 1 J3/A101 PAINTED PAINTED N/A PRIVACY LOCK SET 4 Y N/A UNDERCUT DOOR 1" 110 RESTROOM METAL OFFICE HOLLOW METAL E 3'-0" T-0" 1 3/4" HOLLOW H2/A10.1 J3/A10.1 PAINTED PAINTED WIRE OFFICE 5 Y NIA 24"x24" VISON LITE 111 METAL WINDOW TYPE SCHEDULE NEW OPENING DETAILS DINING ROOM HEAD H1 _ 1 11 2" - 1'-0" JAMB TCHEN HEAD SKI E JAMB MECHANICAUELECTRICAL RM HEAD 1 1/2" = V-0" JAMB DOOR HARDWARE SCHEDULE HARDWARE SET #1 - EXTERIOR DOUBLE VESTIBULE (PAIR) (PER DOOR) < MODEL QTY HARDWARE ' MODEL FINISH MFR (6) FULL MORTISE HINGE BB1168 4 z"x4 2"x NRP US10A HAGER DKKBRZ ........... ...... ....... .._. ._ .. ; PA4041 NATIONAL (1) SET SEAL 70ONDKB 72" X 84" DKB GUARD (2) DOOR HANDLE W/ BACKER .. 900127 DKKBRZ BLACKWOOD NATIONAL (1) SWEEP 60ODKB X 36" DKB GUARD 2 () ;KICK PLATE .:::.... ; 10B NATIONAL (1) SET ASTRAGAL 60ODKB X 84" DKB GUARD (2) PUSH PLATE 900128 q DKKBRZ BLACKWOOD (2) CLOSER .. PA4041 DKKBRZ LCN (1} ._............... DOOR HANDLE W/ BACKER ;' 900127 DKKBRZ NATIONAL (1) THRESHOLD 513DKB X 72" DKB GUARD (2) DOOR HANDLE W/ BACKER 900127 ... DKKBRZ BLACKWOOD ;PLATE THRESHOLD 513DKB X 72" DKB GUARD 1 PANIC DEVICE 8827TL US10B VON DUPRIN 1 Pl\Nlr fJF\/I(F ... 8827EO US1(1R VON DUPRIN HARDWARE SET #2 - INTERIOR DOUBLE VESTIBULE (PAIR) (PER DOOR) < MODEL QTY HARDWARE MODEL FINISH N SH = MFR ......... ........ (6) FULL MORTISE HINGE ........ ........... ...... _............ ....................... ._........................ BB11684 11"x4 ;"x NRP US10A HAGER (2) PUSH PLATE 900128 DKKBRZ BLACKWOOD (2) CLOSER .._. ._ .. ; PA4041 DKKBRZ LCN (2) FLOOR STOP ... 442 . 1013 iROCKWOOD (2) DOOR HANDLE W/ BACKER .. 900127 DKKBRZ BLACKWOOD PLATE (3) ...._ SILENCERS _ :608 HARDWARE SET #3 - PUBLIC RESTROOMS (PER DOOR) (PER DOOR) < MODEL QTY : HARDWARE MODEL ;FINISH MFR (3) FULL MORTISE HINGE ... ..... ... .... .. .. ._........::........... ; BB1168 4"x4 1"x NRP 2 2 US10A .,HAGER (1) PUSH PLATE 70C (4"X16" SQ.CORNER) US10B ROCKWOOD (1) PULL PLATE 111A (1" DIA.X9" CTC, W/ BEVELED EDGES) US10B ROCKWOOD (1) CLOSER 4041 DKKBRZ LCN (3) ...._ SILENCERS _ :608 - BLACK ' ROCKWOO D 2 () ;KICK PLATE ,.. K1050 8 X 34 ; 10B ROCKWOOD 0 (1) WALL STOP .. .......:....... .. . :. _ ° 409 <1013 ROCKWOOD HARDWARE SET #4 - PRIVATE RESTROOM (PER DOOR) (PER DOOR) < MODEL QTY HARDWARE MODEL FINISH > MFR (3) .... _.... .......... .... ............... ........w....... FULL MORTISE HINGE _ .... BB 1168 41'x41'x NRP < US10A HAGER (1) LEVER SET AL40S X SAT X 11-116 X 10-025 :613 ;SCHLAGE (1) • CLOSER 4041-CUSH < DKKBRZ LCN (3) SILENCERS w € 608 . BLACK ROCKWOOD (1) ADA SIGN N. . BF689 RESTROOM" BLACK ROCKWOOD HARDWARE SET #5 - OFFICE (PER DOOR) < MODEL QTY QTY HARDWARE MODEL FINISH MFR (3) FULL MORTISE HINGE _:::.... ; BB1168 41'x4"x NRP ° US10A HAGER (1) LEVER LOCK SET > AL70PD X SAT X 11-096 X 10-025 < 613 ; SCHLAGE (1) '.CLOSER w 4041-CUSH ;DKKBRZ ;LCN 70ONDKB 72" X 84" M ...::.:....:....:..:.... ...:.......... _:.,. NATIONAL NATIONAL 1) SWEEP ` 20ONDKB X 36" DKB GUARD (3) SILENCERS 1608 > BLACK ROCKWOOD HARDWARE SET #6 - INTERIOR TAKE -AWAY (PER DOOR) QTY € HARDWARE < MODEL QTY HARDWARE > MODEL FINISH i MFR (3) FULL MORTISE HINGE BB1168 4 z"x4 2"x NRP US10A HAGER (1) LEVER LOCK SET AL80PD X SAT X 11-096 X 10-025 613 SCHLAGE (1) SET SEAL 70ONDKB 72" X 84" DKB NATIONAL (1) : SWEEP 20ONDKB X 36" DKB GUARD (1) .................. :CLOSER 4041 CUSH .. .... DKKBRZ LCN (3) SILENCERS ................... ... .... 608 BLACK ROCKWOOD HARDWARE SET #7 - EXTERIOR SINGLE ENTRY DOOR (PER DOOR) QTY € HARDWARE < MODEL QTY HARDWARE MODEL FINISH MFR (3) FULL MORTISE HINGE BB1168 4 z"x4 z"x NRP US10A ;,HAGER ........ CRASH CHAIN HDCC-3012 (1) `SWEEP NATIONAL (1) SET SEAL 70ONDKB 72" X 84" DKB :GUARD (1) LEVER SET .......... ........................................ ......... ......_. . . NATIONAL (2) SWEEP 60ODKB X 36" .........:. DKB GUARD (1) ........... RIM EXIT W/ DOGGING ..................................................... _ 88E0 313AN VON DUPRIN (1) ................... ..... .......................... ..... CLOSER ..... . PA4041 DKKBRZ LCN .......... ....... NATIONAL (1) THRESHOLD 513DKB X 72" DKB GUARD (1} ._............... DOOR HANDLE W/ BACKER ;' 900127 DKKBRZ BLACKWOOD PLATE w HARDWARE SET #8 - EXTERIOR MECHANICAL ROOM DOOR (PAIR) QTY € HARDWARE < MODEL QTY HARDWARE MODEL .:,. .............. ......... _ .................. FINISH MFR (6) ........... ........................................ FULL MORTISE HINGE .. _11111.1.. ' BB1168 4 1'x41'x NRP US10A HAGER CRASH CHAIN HDCC-3012 (1) `SWEEP NATIONAL (1) SET SEAL 700NDKB 72" X 84" DKB GUARD (1) LEVER SET AL70PD X SAT X 11-096 X 10-025 613 SCHLAGE SEAL 70ONA 42" X 80" ....... ............ ........ ......... ....... ............... GLYNN (1) OVERHEAD STOP 904S SP28 JOHNSON (1) < DUST PROOF STRIKE 280X US26D HAGER ....... .................. NATIONAL (2) SWEEP 20ONDKB X 36" > DKB : GUARD (2) FLUSH BOLTS (INACTIVE .... ....... . 282D US26D HAGER LEAF) w NATIONAL (1) THRESHOLD 513DKB X 72" DKB GUARD (1) ASTRAGAL HARDWARE SET #9 - SINGLE EXTERIOR KITCHEN DOOR (PER DOOR) QTY € HARDWARE < MODEL ,.,.. (1) ;CONTINUOUS HINGE _ :780 224HD X 83" (1) RIM EXIT (PANIC) ECL 230X (1) CLOSER 4041-H-CUSH (1) CRASH CHAIN HDCC-3012 (1) `SWEEP > 20ONDKB X 42" (1) ................................. ARMOR PLATE K1050 36" X 40" (1) i DOOR HOLDER ;461 1THRESHOLD 325 X 42" 1 SEAL 70ONA 42" X 80" (1) SWEEP = 20ONA X 42" (1) DOOR ALARM < MONITOR 4000 FINISH CLEAR 313AN ALUM 26D DKB US32D 26D AL AL AL MFR ROTON DETEX LCN DON -JO NATIONAL GUARD ROCKWOOD ROCKWOOD .....,...... ........ NATIONAL NAL 0 GUARD NATIONAL GUARD NATIONAL GUARD SECURITY PRODUCTS GLAZING SCHEDULE PROVIDE TEMPERED GLAZING WHERE REQUIRED BY CODE. ALL GLAZING TO BE GL1 UNLESS NOTED OTHERWISE. GL1 - DOUBLE PANE INSULATED LOW E GLAZING. COLOR TO BE DETERMINED GL2 - SPANDREL GLAZING. COLOR TO BE DETERMINED. I i A10=0 SERIES GENERAL NOTES A. REFER TO CODE ANALYSIS ON SHT. T1.1 TO VERIFY IF FIRE TREATED WOOD FRAMING AND PLYWOOD IS REQUIRED. B. ALL DECORATIVE WOOD DOORS AND DOOR HARDWARE FROM PANEL CENTER. CONTACT MARK GAINER. C. PROVIDE DOOR STOPS AT ALL DOORS AND WALL BUMPERS WHERE REQUIRED AGAINST ADJACENT WALL. D. ALL INT. H.M. DOOR FRAMES TO BE 16 GA. GALVANIZED WHERE EXPOSED TO WEATHER. U.N.O. . E. HOLLOW METAL DOORS TO BE 18 GA. GALVANIZED FLUSH -INSULATED. F. SEE FINISH SCHEDULE FOR PAINT AND STAIN COLORS & BRANDS. G. ALL DOOR CLOSERS SHALL BE THRU-BOLTED. A10.0 KEY NOTES ✓ 1/2" GWB SHEATHING. PAINT. 2. METAL STUD BOX BEAM LINTEL AT HEADER. SEE A1.0 FOR STUD SIZES AND SPACING. 3. (2) METAL STUD JAMB. SEE A1.0 FOR STUD SIZES AND SPACING. 4. 1X4 WOOD TRIM. STAINED. 5. 2x BLOCKING. 6. DOOR. 7. HEAD FLASHING. 8. HOLLOW METAL DOOR FRAME. 9. 1/2" OAK CAP. STAINED. 0. LINE T BELOW. 1 OF WAINSCOT 11. BRICK VENEER. REFER TO WALL SECTIONS FOR DETAILS. 12. THRU-WALL FLASHING AND WEEP HOLES. 13. LINTEL TO SUPPORT MASONRY ABOVE OPENING. 14. REFER TO INTERIOR ELEVATIONS FOR INTERIOR TRIM DETAILS. Seal e`,111111//,", S. THOAI���i fie.' •• G�STE9 •b• 9tp ! No. AR 11100018 •g STATE OF , •�••/NDIANP•'• NOV 3 0 2012 DP3 ARCHITECTS DM ARCH MMS, LTD. 211 Ead Broad Sdsst Q*Wvvft, SC 29801 T.884.9s2AM F. 884.=.7997 www.Mardftetmun Project Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By LJ D Checked By BST Date 28 NOV 12 Revisions Drawing Door and Window Schedule A1 0.0 GENERAL NOTES A. GENERAL CONTRACTOR TO COORDINATE WITH BLOOMINBRANDS CONSTRUCTION PROJECT MANAGER FOR ALL CRITICAL CONSTRUCTION DATES PERTAINING TO THE PROJECT. B. G.C. TO COORDINATE WITH BLOOMIN' BRANDS EQUIPMENT PROJECT MANAGERS FOR DELIVERY AND INSTALLATION OF ALL MILLWORK ITEMS. MILLWORK ITEMS TO BE FURNISHED BY MILLWORK CONTRACTOR AND INSTALLED BY G.C. C. G.C. TO HAVE PARKING LOT SUB -BASE COMPLETE AT START OF CONSTRUCTION TO ALLOW FOR LARGE TRUCK EQUIPMENT DELIVERIES AT THE REAR OF THE BUILDING. D. G.C. TO COORDINATE WITH EQUIPMENT SUPPLIERS ON ACCESS OF LARGE EQUIPMENT INTO THE KITCHEN AREA. E. ALL DINING BOOTHS ARE 64" ON CENTER UNLESS OTHERWISE NOTED ON THIS DRAWING. 0 KEY NOTES -EXTERIOR WALL I 14 I 32 1 36' SINGLE -LITE WOOD DOOR WITH DECORATIVE GLASS 2 36' SINGLE -LITE WOOD DOOR WITH CLEAR GLASS 3 COVERED PATIO/LOUNGE RAILING 4 ROOF OVERHANG 5 VINYL FLOOR ACCENT AREA (ALMOST BLACK) 6 DINING ROOM VINYL FLOOR (PRINCETON CHERRY) 7 36" SOLID -CORE WOOD DOOR 8 WAITING AREA VINYL ACCENT FLOOR (FIELD: TOFFEE - BORDER: ALMOST BLACK) 9 36" SOLID -CORE WOOD DOOR WITH 1/2 LITE CLEAR GLASS 10 ACOUSTICAL CEILING TILES 11 GYPSUM BOARD BULKHEAD AT 8'-6" A.F.F. 12 SURVEILLANCE MONITOR 13 WALL MOUNTED PHONE 14 BOTTOM SHELF OF UNIT TO BE A DUNNAGE SHELF 15 NOT USED 16 PHONE BOARD TO BE LOCATED ABOVE DOOR 17 ALUMINUM DIAMOND TREAD, 48" HIGH ON FRONT EXPOSED SURFACE 18 TRANSITION FLOOR FINISH DIRECTION 19 CO2 FILL STATION. VERIFY LOCATION PER SITE SPECIFICS 20 50" FLUORESCENT LIGHT FIXTURES IN COOLER 21 NOT USED 22 PAINTED WOOD SHELVES ABOVE BY G.C. REFER TO ARCHITECTURAL PLANS FOR FETAILS 23 ROOF ACCESS LADDER 24 TABLE LIMIT SWITCH 25 WALL MOUNT WEATHER PROOF CIRCUIT BREAKER FOR DISH MACHINE AND BOOSTER HEATER 26 NOT USED 27 DUNNAGE RACK 28 SODA LINES, REFER TO DETAIL C/FS-5 29 (1)14X72 STAINLESS STEEL SHELF WITH 3) 24X24 SHELVES BELOW, ALL WITH 37" TALL POSTS 30 G.C. TO PROVIDE SOUND INSULATION IN ALL WALLS SEPERATING DINING FROM RESTROOMS AND DISH AREAS 31 ABRASIVE TILE FLOOR, 'ADOBE BROWN', TYPICAL IN KITCHEN/BACK BAR AREAS 32 RECESSED DIMMER PANEL 33 12" HIGH SPLASH GUARD AT EACH SIDE OF SINK 34 MUG COOLING AREA 35 HOLLOW METAL DOOR 36 FIXED 30" ACCESSIBLE BAR SURFACE, REFER TO ARCHITECTURAL DETAILS 37 G.C. TO PROVIDE BRUSHED ALUMINUM HOOKS BELOW BAR TOP FOR PURSE STORAGE 38 BAR STUD WALLS BY G.C. - BAR DYE WALLS/BAR TOP BY MILLWORK CONTRACTOR, INSTALLED BY G.C. 39 BEER LINES FROM ABOVE, REFER TO DETAILS ON SHEET FS -5 40 (3) DUNNAGE SHELVES 41 GYPSUM BOARD BULKHEAD AT 8'-0" A.F.F. 42 36" WIDE X 48" TALL, 3/4" PLYWOOD - MOUNT LOWER EDGE AT 30" A.F.F. - PAINT WHITE 43 DECORATIVE SCREEN, REFER TO ARCHITECTURAL DETAILS 44 SYNTHETIC MARBLE CURB, REFER TO DETAIL H/FS-5 45 TAKE -AWAY PASS THROUGH OPENING 46 MUSIC CONTROL LOCATION 47 MOUNT DMX EQUIPMENT OVERHEAD, PROVIDE 18" MINIMUM CLEAR FROM CEILING 48 BLACK MARBLE TRANSITION STRIP 2" WIDE X 1/2" TALL MAXIMUM) 49 TRANSITION FROM F.O.H. TO B.O.H. FINISHES 50 GYPSUM BOARD BULKHEAD AT 9'-0" A.F.F. 51 GYPSUM BOARD BULKHEAD AT 9'-10" A.F.F. 52 OPEN TO DECK/ROOF HATCH 53 GYPSUM BOARD SOFFIT AT 8'-0" A.F.F. AND TO EXTEND 2" PAST VANITY 54 GYPSUM BOARD SOFFIT AT 9'-5" A.F.F. SEE SHEET FS -6/7 LARGE STACK WALL INSTALLATION HOLD DIMENSIONS WALL LEGEND TABLE TOPS SEATING -EXTERIOR WALL I 14 I 32 INTERIOR FULL HEIGHT WALL TOTAL INTERIOR 46 202 54" WOOD FRAME LOW WALL WITH HORIZONTAL, STAGGERED, STAINED, 1X6 PINE PLANKS 0 TABLE TOPS 0 SEATING GRAND TOTAL 49" WOOD FRAME LOW WALL WITH HORIZONTAL, STAGGERED, STAINED, 1X6 PINE PLANKS 202 COOLER/FREEZER PRE -MANUFACTURED WALL WOOD STACK WALL AND LED BOX. REFER TO ARCHITECTURAL DETAILS SEATING CALCULATIONS TABLE TOPS SEATING BAR DINING I 14 I 32 72 (52 + 20 BAR STOOLS) 130 TOTAL INTERIOR 46 202 PATIO 0 TABLE TOPS 0 SEATING GRAND TOTAL 46 202 CONDITIONED AREA - 51663 S.F. CONDITIONED AREA INC. BRICK - 51766 S.F. COVERED PATIO/PORCH AREA - 590 S.F. DRAWN: AWS CHECKED: AWS/MA FS1 DATE: FS2-11 DATE: 10/17/2012 10/2512012 SCALE: 1/4"=11-0.1 JOB NUMBER: 1513 SHEET NUMBER FS -1 FLOOR PLAN a� DRAWN: AWS CHECKED: AWS/MA FS1 DATE: FS2-11 DATE: 10/17/2012 10/2512012 SCALE: 1/4"=11-0.1 JOB NUMBER: 1513 SHEET NUMBER FS -1 FLOOR PLAN z Q p :3Q m W � O SCHEDULE OF EQUIPMENT VOLT PH ELECTRICAL WATTS AMP MECHANICAL CONNECTIONS PLUMBING GAS STEAM EXHAUST HP HW CW DW IW FD SIZE BTU'S SS SR PSI SIZE CFM W f- REMARKS 1 0 • O Ln OUTSIDE WAITING BENCHES 1 TBD 1A 4 • PATIO COCKTAIL TABLE O z 1A TBD 1 B 4 • PATIO COCKTAIL CHAIR C) 1 B TBD 1D 2 r w • ~ M O PATIO COUCH r U) ww ISL _ 0 O U) 1D TBD 2 2 • ASH URNS W 2 MODEL # RLC 1428 HAB FEATHER LITE STONE 3 1 • UMBRELLA STAND O w _ u •; Y 3 MILLWORK CONTRACTOR 4 4 • MENU HOLDERS 1) 4 MILLWORK CONTRACTOR 4A 1 • HOURS OF OPERATION SIGN DRAWN: AWS CHECKED: AWS/MA FS1 DATE: FS2-11 DATE: 4A MILLWORK CONTRACTOR 4E 1 JOB NUMBER: • SHEET NUMBER HAVE A DRINK ON US SIGN EQUIPMENT SCHEDULE 4E DECOR CONTRACTOR 4F 1 • RING BELL FOR CERTIFICATES SIGN 4F DECOR CONTRACTOR 4G 2 • INTERIOR MENU HOLDERS 4G MILLWORK CONTRACTOR 41 1 • PROPRIETOR WINDOW DECAL - VINYL 41 DECOR CONTRACTOR 5 1 LOT • BEEPER TRAYS 5 BY OWNER 6 1 • CUSTOMER WAITING BENCHES - 3'-9" HIGH 6 MILLWORK CONTRACTOR 6A 3 • WAIT AREA COCKTAIL TABLES 6A MILLWORK CONTRACTOR 6B 2 • WAIT AREA OTTOMAN 6B FURNITURE CONTRACTOR 6C 3 • WAIT AREA COCKTAIL CHAIR 6C FURNITURE CONTRACTOR 6D 0 • CUSTOMER WAIT BENCH W/0 BACK 6D FURNITURE CONTRACTOR 6E 1 LOT • WAIT/ VESTIBULE BATTEN STRIP 6E MILLWORK CONTRACTOR 7 1 • HOSTESS/HOST STAND 7 MILLWORK CONTRACTOR 7A 1 • HOSTESS/HOST PAGER CABINET 7A MILLWORK CONTRACTOR / DECOR CONTRACTOR 7B 1 • FRESCA DRINK DISPENSER CABINET 1 STAND 7B MILLWORK CONTRACTOR 8 1 LOT • CHAIRS 8 FLORIDA SEATING MODEL # W/ FELT TIP GLIDES (18" SEAT HEIGHT) 9 1 LOT • TABLE TOPS 9 TABLE TOP MANUFACTURER 9A 0 • TABLE TOPS Wl RADIUS FLIP -UPS 9A TABLE TOP MANUFACTURER 9B 0 • TABLE TOPS WI 9" FLIP -UPS 9B TABLE TOP MANUFACTURER 9H 1 LOT CLASSIC TABLE TOP W/ FLIP -UPS 9H FURNITURE CONTRACTOR 10 1 LOT • TABLE BASES 10 TABLE TOP MANUFACTURER 11 1 LOT • TABLE BASES (CANTILEVER) 11 TABLE TOP MANUFACTURER 12 0 HIGH TABLE BASES 12 TABLE TOP MANUFACTURER 13 1 LOT • BOOTH SEATING 13 MILLWORK CONTRACTOR - GC TO INSTALL 13B 2 • BOOTH SEATING END PANELS 13B MILLWORK CONTRACTOR 14 2 • WALL BENCH 14 MILLWORK CONTRACTOR 15 1 LOT • BAR CHAIRS 15 FLORIDA SEATING MODEL # W/ FELT TIP GLIDES (30" SEAT HEIGHT) 15A 0 • HALF HEIGHT BAR CHAIRS 15A FLORIDA SEATING MODEL # W/ FELT TIP GLIDES (24" SEAT HEIGHT) 16 1 • WAITER / WAITRESS SHELF 16 MILLWORK CONTRACTOR 16A 1 • POS SHELF 16A MILLWORK CONTRACTOR 17 1 • VESTIBULE PAGER HOLDER 17 MILLWORK CONTRACTOR 18 1 • 36" BACK BAR COOLER 120 1 8.8 113 18 c r ER M p L R N CASTERS IT wi R PLUG 8T r LA T R L L- L CAT W 12" PL T TE WW 19 0 • OUTER BAR GLASS STORAGE CABINET 19 MILLWORK CONTRACTOR 20 1 SET FRESH WALL DISPLAY CABINET 20 DECOR CONTRACTOR 2 A 1 HOT MONITOR IN DECOR CONTRACTOR 20B 20 SPICE JARS - FILLED 20B DECOR CONTRACTOR TO ASSEMBLE 1 1 TU WALL Y RAT DY WALL / P- B MILLWORKCONTRACTOR 21A 1 • ST. STL. BAR DRAINER PAN 112" 21A MILLWORK CONTRACTOR (CUSTOM ST. STL. FABRICATION) 22 1 • BACK BAR LAMINATE TOP 22 MILLWORK CONTRACTOR 22A 1 • UNDER BAR GLASS STORAGE CABINET 22A MILLWORK CONTRACTOR 22C 1 • LOCKABLE GLASS STORAGE CABINET 22C MILLWORK CONTRACTOR 23 1 • DRAINBOARD CABINET 1^ 23 KROWNE MODEL # KR18-GSB1 23A 1 • GLASS DISPLAY BOX 1 ^ 23A GLASTENDER MODEL # GDU-1824 24 1 • 84" BACK BAR COOLER 3-24" DOORS (12" COMP.) 120 1 8.8 1/3 24 E RM L 1 APL ON 0 • 60" BACK BAR COOLER (HIGH 12COMP) 24A GG D L"24A LA T ER DELOILRUGUNWIRPM MR& LR) (CORD & PLUGLFGS 25 1 1 • 40" LCD MOUNTED INSIDE HOST CAB. 25 TV CONTRACTOR. INSTALLED BY MUZAK 25A 2 • 32"40" FLUSH MOUNTED BRCKT. 25A TV CONTRACTOR. INSTALLED BY MUZAK 26 1 • COCKTAIL STATION (2)1/2 26 KROWNE W/ BUILT -IN COLD PLATE - MODEL# KR21-24LCP8 26A 1 • COCKTAIL STATION (2)1/2 26A KROWNE W/ BUILT -IN COLD PLATE - MODEL# KR21-36LCP8 268 1 • COCKTAIL STATION 260 KROWNE W/ BUILT -IN COLD PLATE - MODEL# KR21-30LCP8 27 1 LOT • BOTTLE TROUGH 27 KROWNE 28 -SPARE NUMBER- 28 -SPARE NUMBER - 29 -SPARE NUMBER- 29 -SPARE NUMBER - 30 2 • BAR MIXER 120 1 1/6 30 HAMILTON BEACH #HMO200 31 2 • VITA -MIX BLENDER 120 1 11.5 2 31 VITA -MIX MODEL #5085 W/ TIMER (CORD & PLUG) (SMALLWARES PACKAGE) 32 1 LOT • TRASH RECEPTACLE 32 SNALLWARES 33 1 • ONE COMPARTMENT BAR SINK 1/2" 1/2" 1112" 33 KROWNE MODEL # KR21-21L 33A 1 • DECK MOUNT FAUCET W/6" SWING SPOUT 33A ENCORE MODEL # 15-306 WITH 6" SWING NOZZLE -BY KROWNE 34 0 • CORNER DRAIN BOARD 1" 34 KROWNE MODEL #KR-21-GSB1 34A -SPARE NUMBER 34A -SPARE NUMBER - 348 -SPARE NUMBER - 34B -SPARE NUMBER - 35 1 • CORNER DRAIN BOARD 1^ 35 KROWNE MODEL #KR16-CSR 36 1 • GLASS WASHER 208 1 1 29.0 36 EURODIB MODEL # F92EKS 37 1 • BEER TOWERS (8 TAPS) 37 MICROMATIC - METROPOLIS 'T' - 8 TAP DRAFT BEER TOWER - POLISHED STAINLESS STEEL - GLYCOL COOLED 37A 1 • BEER TROUGH 1/2" 37A MICROMATIC 38 1 • GLASS FROSTER (24") 120 1 8.2 1/3 38 GLASTENDER MODEL #MF24-B2.ON CASTERS - (CORD & PLUG) 38A 0 • GLASS FROSTER (36") 120 1 8.2 1/3 38A GLASTENDER MODEL #MF36-B2 ON CASTERS CORD & PLUG 39 1 • GLASS FROSTER (48") 120 1 8.2 1/3 39 GLASTENDER MODEL #MF48-B2.ON CASTERS - CORD & PLUG 40 1 1 • 12" BAR HAND SINK 1/2" 1/2" 1" 40 KROWNE MODEL #KR21-HSI 40A 1 • DECK MOUNT FAUCET W/6" SWING SPOUT 40A ENCORE MODEL # 15-306 WITH 6" SWING NOZZLE- BY KROWNE 41 1 LOT • POS SYSTEM (REGISTER, PRINTER, CREDIT CARD PRINTER) 115 1 1 (DEDICATED CIRCUIT) 41 OWNER SUPPLIED (VERIFY CONNECTION W/ OWNER) 41A 1 LOT • SKEYE PAD 115 1 (DEDICATED CIRCUIT) 41A OWNER SUPPLIED (VERIFY CONNECTION W/ OWNER) 41B 0 • POS PRINTER & BATTERY BACK UP CABINET 41B MILLWORK CONTRACTOR 42 1 • WOOD STACK WALL ASSEMBLY 42 MILLWORK CONTRACTOR 42A 1 WOOD STACK WALL ASSEMBLY 42A MILLWORK CONTRACTOR 42B 1 • WOOD STACK WALL INSTALL KIT 42B MILLWORK CONTRACTOR 44 1 LOT • SODA SYSTEM / GUNS 115 1 44 BY SODA VENDOR - (VERIFY CONNECTION) 44A 1 • SODA TOWER / DISPENSER (FREE STANDING) 115 1 11/7 44A BY SODA VENDOR - (VERIFY CONNECTION) 45 1 LOT • BAG IN BOX SODA SYSTEM 115 1 112" 45 BY SODA VENDOR - (VERIFY CONNECTION) 46 0 • BAR STEMWARE HOLDER 46 MILLWORK CONTRACTOR 47 0 • BOTTLE COOLER 36" 120 1 6.1 115 47 GLASTENDER MODEL #ST36-BG ON CASTERS (CORD & PLUG) - (RED WINE TEMP.) 47A 1 • BOTTLE COOLER 30) 120 1 6.1 1/5 47 GLASTENDER MODEL #ST30-BG ON CASTERS (CORD & PLUG) - (RED WINE TEMP.) 48 1 LOT • BAR UPPER DISPLAY CABINETS 48 MILLWORK CONTRACTOR 48A 2 • LOUVERED CABINET 46A MILLWORK CONTRACTOR 48B 2 • LOUVERED CABINET MURAL 48B DECOR CONTRACTOR 48C 1 LOT • BAR SOFFIT W/ CUT-OUT PANELS 48C MILLWORK AND DECOR CONTRACTOR 49 -SPARE NUMBER- 49 -SPARE NUMBER - 50 1 • BLENDER STATION WITH PERFORATED TOP 1" 50 KROWNE MODEL #KR-29-18PTB W/PERFORATED TOP 50A 1 • BLENDER STATION WITH FLAT TOP 50A KROWNE MODEL #KR-21-15FT WIFLAT TOP 50B 0 • BLENDER STATION WITH FLAT TOP 50B KROWNE MODEL #KR-18-15FT W/FLAT TOP 52 0 • UTENSIL RACK 52 PLEXI GLASS PEG BOARD (BY OWNER) 53 1 LOT • ST. STL. CORNER GUARDS 53 CUSTOM ST. STL. FABRICATION 54 4 • TRAY JACK HOLDERS 54 MILLWORK CONTRACTOR 55 0 • FLOOR DRAIN TROUGH AND GRATE 4" 55 CUSTOM ST. STL. FABRICATION (PLUMBER TO INSTALL) 56 -SPARE NUMBER- 56 -SPARE NUMBER - 57 1 LUT • GLASS RACK 57 SMALLWARES 58 1 • BEVERAGE COUNTER W/ HANDSINK 1/2" 1/2" 2" 58 CUSTOM ST. STL, FABRICATION 58A 2 • OVERSHELF 58A CUSTOM ST. STL, FABRICATION 58B 0 • OVERSHELF 58B CUSTOM ST. STL. FABRICATION 59 1 • DECK MOUNT FAUCET W/ RIGID GOOSENECK 59 1 T & S MODEL #B-1110LN W/ B120X AND 8413 ADAPTER (PLUMBER TO INSTALL) 60 2 • DECK MOUNT FAUCET W/ RIGID GOOSENECK L 1/2" 1/2" 60 T & S MODEL #B-1110LN W/ 059X 61 1 • WATER STATION FAUCET (GLASS FILLER) 1/2" 3/4" 61 T & S MODEL #B-1210 62 1 • ICE TEA BREWER 115 1 1785 14.87 1/4" 62 BY OWNER 62A 1 • TEA DISPENSER (SWEET/UNSWEET TEA) 62A BY OWNER 63 1 • COFFEE BREWER 115 1 1720 14.33 1/4" 63 BY OWNER 64 1 • ROUND DIPWELL 1/2" 1 112" 64 KENCO MODEL #FW -510 W/ FAUCET - (PLUMBER TO INSTALL) 65 1 • BREAD WARMER (ELECTRIC OVEN) 120 1 1440 12.0 65 HOLMAN #CCOH-3 65A 1 • BREAD WARMER ELECTRIC OVEN 120 1 500 4.2 65A HATCO #GRFFB-24 SPECIAL 66 1 • MOBILE WORK TABLE 66 CUSTOM ST. STL. FABRICATION 66A 0 • MOBILE WORK TABLE 66A CUSTOM ST. STL. FABRICATION 67 0 • BAR AREA MILLWORK SHELF 67 MILLWORK CONTRACTOR 68 1 • WAIT AREA CHANDELIER 68 DECOR CONTRACTOR 69 1 • REMOTE BEER SYSTEM 115 1 60 15.3 1/2 69 MICRO MATIC MODEL MMPP4302, NEMA 5-20P, ETL 69A 2 • BEER BLAST SYSTEM 110 1 8.0 69A BEERBLAST MODEL # S-200 69B 0 • REMOTE BEER SYSTEM (ADDITIONAL MOTOR) 115 1 20 69B MICROMATIC 0 1 TAKE AWAY COUNTER 0 MILLWORK CONTRACTOR 70A 2 • TAKE AWAY OVERSHELVES 70A MILLWORK CONTRACTOR 71 1 LOT • HAND SINK 1/2" 1/2" 11/2"1 71 CUSTOM ST. STL. FABRICATION 71A 1 LOT • HAND SINK FAUCET 71A T & S MODEL #B-1115LN/131X PLUMBER TO INSTALL 72 2 • DIGITAL WALL CLOCK 115 1 72 FRANKLIN INSTRUMENTS D404B 73 1 • CHEF'S COUNTER 115 1 (SEE REMA KS) 73 CUSTOM ST. STL. FABRICATION 73C 6 • PRINTER BRACKET 73C ST. STL. FABRICATION 73D 2 • CONDIMENT HOLDER 73D CUSTOM ST. STL. FABRICATION 73E 1 • POTATO WARMER DOLLY 73E ST. STL. FABRICATION 74 2 • OVERHEAD FOOD WARMERS 74 HATCO `ALL UNITS TO HAVE REMOTE TOGGLES IN REMOTE LOCATION (SEE SHOP DRAWING) 1 • 72" OVERHEAD FOOD WARMER 208 1 2550 12.3 MODEL#GRAL-72D3 1 • 60" OVERHEAD FOOD WARMER 120 1 1400 11.7 MODEL #GRAN -60 1 • 36" OVERHEAD FOOD WARMER 120 1 1530 11.1 MODEL #GRAL-36D3 1 • 66" OVERHEAD FOOD WARMER 208 1 2620 13.7 MODEL #GRAL-66D3 1 • 24" OVERHEAD FOOD WARMER 120 1 820 6.8 MODEL #GRAL-24D3 75 2 • COOK & HOLD OVEN 120 1 1700 14.2 75 MODEL #750-TH-11 76 2 • DISPENSER AUS JUS & BUTTER 120 1 3.8 76 SERVER MODEL #05550 CORD & PLUG) (SMALLWARES PACKAGE 77 4 • DIPWELL 1/2" 1 " 77 DIPWELL MODEL #STANDARD 10" WITH INSTALLATION KIT PLUMBER TO INSTALL ON CHEF'S COUNTER 78 -SPARE NUMBER- 78 -SPARE NUMBER - 79 1 • ROLL WARMER 120 1 1 950 7.9 79 WITTCO MODEL #200 -2R -OB W/ 3" CASTERS 80 -SPARE NUMBER- 80 -SPARE NUMBER - 81 2 • SOUP WARMERS 120 1 350 2.9 81 VOLLRATH #72425 82 1 , TWIN FOOD WARMERS 120 1 1000 8.3 82 SERVER #81200 83 3 • FOOD WARMER 120 1 1440 12 83 VOLRATH #72023 84 4 • 40" FLAT SCREEN T.V. 115 1 84 TV CONTRACTOR. INSTALLED BY MUZAK 84A 2 • FLAT SCREEN T.V. WALL MOUNTING BRACKET 84A TV CONTRACTOR. INSTALLED BY MUZAK 84B 1 • FLAT SCREEN T.V. CEILING MOUNTING BRACKET 84B TV CONTRACTOR. INSTALLED BY MUZAK 85 1 • SALAD MAKE-UP UNIT 115 1 6.3 114 85 TRAULSEN MODEL # UPT6024-ZOB01 W/ 6" CASTERS AND NIGHT COVER, CORD & PLUG - NEMA 5-15P 86 -SPARE NUMBER- 86 -SPARE NUMBER - 87 -SPARE NUMBER- 87 -SPARE NUMBER- -SP NUMBER- 8 1 - PA GENERAL NOTES TO ALL TRADES A. A LATACRETE WATERPROOF BARRIER IS TO BE USED AROUND PERIMETER OF KITCHEN AND RESTROOM WALLS ADJACENT TO DINING AREAS. ALSO ALL DEMISING WALLS TO RECEIVE LATACRETE. B. WHERE BOOTHS AND TABLES ARE ADJACENT TO WINDOWS, FOLLOW FLUSH SILL AND APRON DETAIL. FIND DETAIL IN SPECIFICATION BOOK. C. FOR ALL AIR CONDITIONING, EXHAUST AND SUPPLY FANS, HVAC, AND REFRIGERATION EQUIPMENT CURBS; GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL SUITABLE BLOCKING IN WALLS AND CEILINGS TO SUPPORT FIXTURES, EQUIPMENT, AND CANOPIES. D. ALL ELECTRICAL AND MECHANICAL OUTLET CONNECTION HEIGHTS ARE GIVEN FROM FINISHED FLOOR TO CENTER OF OUTLET. ALL HORIZONTAL DIMENSIONS SHOWN ARE TAKEN FROM FINISHED WALL TO CENTER LINE OF OUTLET OR FROM CENTER TO CENTER OF OUTLET. E. LOCATION OF CONNECTIONS ON FIXTURES ARE DIMENSIONED FROM FINISHED WALLS, FLOORS, OR COLUMNS. F. GENERAL CONTRACTOR TO PROVIDE ROOF PENETRATIONS, PATE CURBS, PRESSURE TREATED LUMBER, AND RESEALING OF ROOF FOR REMOTE REFRIGERATION AND ELECTRICAL LINES FOR ITEM #50 ICE MACHINE, #159 WALK-IN COOLER, #161 WALK-IN FREEZER, AND #177 KEG COOLER. G. ALL CUSTOM FABRICATED EQUIPMENT IS TO BE CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE NSF INTERNATIONAL (NSF) STANDARDS. NOTES TO ELECTRICIANS A. ELECTRICAL CONTRACTORS TO OBTAIN ALL NECESSARY PERMITS AND INSTALLATION IS TO BE IN COMPLETE ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL CODES. B. ELECTRICAL CONTRACTORS SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE ALL FINAL CONNECTIONS AND SHALL INCLUDE ALL ITEMS REQUIRED BY APPLICABLE CODES. C. A CATALOG OF MANUFACTURERS EQUIPMENT SPECIFICATION SHEETS IS INCLUDED AS AN INTEGRAL PORTION OF THIS SUBMITTAL. WE SUGGEST THAT ALL TRADES REVIEW THE REQUIREMENTS AS INDICATED REGARDING EACH MANUFACTURER. D. CROSS REFERENCE ALL INFORMATION PER ROUGH -IN DRAWINGS WITH EQUIPMENT SCHEDULE DRAWINGS. E. ELECTRICAL CONTRACTORS TO CROSS REFERENCE ROUGH -IN DRAWINGS, STAINLESS STEEL FABRICATION, WALK-IN DRAWINGS, EXHAUST HOOD DRAWINGS, AND MILLWORK DETAIL DRAWINGS. F. ELECTRICIAN TO PROVIDE CONTROL WIRING BETWEEN WALK-IN FREEZER COIL AND REMOTE CONDENSER TO ACCOMMODATE DEFROST CYCLE TIMER. G. ELECTRICIAN TO SIZE AND SUPPLY STARTER MOTORS FOR EXHAUST HOOD FANS. H. LOCATION OF CONNECTIONS FOR ALL FIXTURES ARE DIMENSIONED FROM FINISHED WALLS, FLOORS, OR COLUMNS. 1. ELECTRICAL POWER TO COOKING EQUIPMENT, WHERE REQUIRED, SHALL BE PROVIDED THROUGH A SHUNT -TRIP SYSTEM FOR FIRE FUEL SHUT OFF. ELECTRICAL CONTRACTOR SHALL WIRE CONTROL CIRCUIT TO MICRO SWITCH PROVIDED BY KITCHEN EQUIPMENT CONTRACTOR ON HOOD FIRE PROTECTION SYSTEM. J. ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL CONTROL WIRES FOR WALK-INS, ICE MACHINES, AND ALL WIRING BETWEEN COMPRESSORS AND COILS. NOTES TO PLUMBERS A. PLUMBING CONTRACTORS TO OBTAIN ALL NECESSARY PERMITS AND INSTALLATION IS TO BE IN COMPLETE ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL CODES. B. PLUMBING CONTRACTORS SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE ALL FINAL CONNECTIONS AND SHALL INCLUDE ALL ITEMS REQUIRED BY APPLICABLE CODES. C. A CATALOG OF MANUFACTURERS EQUIPMENT SPECIFICATION SHEETS IS INCLUDED AS AN INTEGRAL PORTION OF THIS SUBMITTAL. WE SUGGEST THAT ALL TRADES REVIEW THE REQUIREMENTS AS INDICATED REGARDING EACH MANUFACTURER, D. CROSS REFERENCE ALL INFORMATION PER ROUGH -IN DRAWINGS WITH EQUIPMENT SCHEDULE DRAWINGS. E. PLUMBING CONTRACTORS TO CROSS REFERENCE ROUGH -IN DRAWINGS, STAINLESS STEEL FABRICATION, WALK-IN DRAWINGS, EXHAUST HOOD DRAWINGS, AND MILLWORK DETAIL DRAWINGS. F. ALL VENT LOCATIONS AND RUNS TO BE LOCATED BY PLUMBER. G. ALL FUNNEL FLOOR DRAINS, FLOOR SINKS AND/OR FLOOR DRAINS UTILIZED FOR THE DRAINAGE OF FOOD SERVICE EQUIPMENT SHALL BE SELF -PRIMING. H. PLUMBING CONTRACTOR TO PROVIDE ALL INDIRECT DRAINS FROM EQUIPMENT TO FLOOR SINK DRAINS. 1. ALL PLUMBING TO BE INSTALLED AS TO PRECLUDE ANY POSSIBILITY OF BACK SIPHON. J. ALL INDIRECT DRAINS ARE TO BE AIR -GAPPED 1" ABOVE FLOOR DRAINS, OR PER LOCAL CODE. K. PLUMBING CONTRACTOR TO PROVIDE REQUIRED PRESSURE REGULAbNG VALVES FOR HOT WATER LINE TO DISHWASHER RINSE CONNECTION AND ALL OTHER EQUIPMENT REQUIRING REGULATORS. L. PLUMBER IS NOT RESPONSIBLE FOR SUPPLYING FAUCETS UNLESS SPECIFIED. M. PLUMBER TO PROVIDE MIXING VALVE AT WATER HEATER SO THAT A MINIMUM OF 140° WATER IS DELIVERED TO BOOSTER HEATER. W g m O Ln im> ac O z V C) Z 0 I~ Q Na U LL 0 r w 0 oC ~ M O Lo � � r U) ww ISL _ 0 O U) W r in O w _ u •; Y Q W 1) DRAWN: AWS CHECKED: AWS/MA FS1 DATE: FS2-11 DATE: 10/1712012 10/25/2012 SCALE: 1/4"=11-011 JOB NUMBER: 1513 SHEET NUMBER FS -2 EQUIPMENT SCHEDULE GENERAL NOTES TO ALL TRADES A. A LATAORETE WATERPROOF BARRIER IS TO BE USED AROUND PERIMETER OF KITCHEN AND RESTROOM WALLS ADJACENT TO DINING AREAS. ALSO ALL DEMISING WALLS TO RECEIVE LATACRETE. B. WHERE BOOTHS AND TABLES ARE ADJACENT TO WINDOWS, FOLLOW FLUSH SILL AND APRON DETAIL. FIND DETAIL IN SPECIFICATION BOOK. C. FOR ALL AIR CONDITIONING, EXHAUST AND SUPPLY FANS, HVAC, AND REFRIGERATION EQUIPMENT CURBS; GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL SUITABLE BLOCKING IN WALLS AND CEILINGS TO SUPPORT FIXTURES, EQUIPMENT, AND CANOPIES. D. ALL ELECTRICAL AND MECHANICAL OUTLET CONNECTION HEIGHTS ARE GIVEN FROM FINISHED FLOOR TO CENTER OF OUTLET, ALL HORIZONTAL DIMENSIONS SHOWN ARE TAKEN FROM FINISHED WALL TO CENTER LINE OF OUTLET OR FROM CENTER TO CENTER OF OUTLET. E. LOCATION OF CONNECTIONS ON FIXTURES ARE DIMENSIONED FROM FINISHED WALLS, FLOORS, OR COLUMNS. F. GENERAL CONTRACTOR TO PROVIDE ROOF PENETRATIONS, PATE CURBS, PRESSURE TREATED LUMBER, AND RESEALING OF ROOF FOR REMOTE REFRIGERATION AND ELECTRICAL LINES FOR ITEM #50 ICE MACHINE, #159 WALK-IN COOLER, #161 WALK-IN FREEZER, AND #177 KEG COOLER. G. ALL CUSTOM FABRICATED EQUIPMENT IS TO BE CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE NSF INTERNATIONAL (NSF) STANDARDS. NOTES TO ELECTRICIANS A. ELECTRICAL CONTRACTORS TO OBTAIN ALL NECESSARY PERMITS AND INSTALLATION IS TO BE IN COMPLETE ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL CODES. B. ELECTRICAL CONTRACTORS SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE ALL FINAL CONNECTIONS AND SHALL INCLUDE ALL ITEMS REQUIRED BY APPLICABLE CODES. C. A CATALOG OF MANUFACTURERS EQUIPMENT SPECIFICATION SHEETS IS INCLUDED AS AN INTEGRAL PORTION OF THIS SUBMITTAL. WE SUGGEST THAT ALL TRADES REVIEW THE REQUIREMENTS AS INDICATED REGARDING EACH MANUFACTURER. D. CROSS REFERENCE ALL INFORMATION PER ROUGH -IN DRAWINGS WITH EQUIPMENT SCHEDULE DRAWINGS. E. ELECTRICAL CONTRACTORS TO CROSS REFERENCE ROUGH -IN DRAWINGS, STAINLESS STEEL FABRICATION, WALK-IN DRAWINGS, EXHAUST HOOD DRAWINGS, AND MILLWORK DETAIL DRAWINGS. F. ELECTRICIAN TO PROVIDE CONTROL WIRING BETWEEN WALK-IN FREEZER COIL AND REMOTE CONDENSER TO ACCOMMODATE DEFROST CYCLE TIMER, G. ELECTRICIAN TO SIZE AND SUPPLY STARTER MOTORS FOR EXHAUST HOOD FANS. H. LOCATION OF CONNECTIONS FOR ALL FIXTURES ARE DIMENSIONED FROM FINISHED WALLS, FLOORS, OR COLUMNS. I. ELECTRICAL POWER TO COOKING EQUIPMENT, WHERE REQUIRED, SHALL BE PROVIDED THROUGH A SHUNT -TRIP SYSTEM FOR FIRE FUEL SHUT OFF, ELECTRICAL CONTRACTOR SHALL WIRE CONTROL CIRCUIT TO MICRO SWITCH PROVIDED BY KITCHEN EQUIPMENT CONTRACTOR ON HOOD FIRE PROTECTION SYSTEM. J. ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL CONTROL WIRES FOR WALK-INS, ICE MACHINES, AND ALL WIRING BETWEEN COMPRESSORS AND COILS. NOTES TO PLUMBERS A. PLUMBING CONTRACTORS TO OBTAIN ALL NECESSARY PERMITS AND INSTALLATION IS TO BE IN COMPLETE ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL CODES. B. PLUMBING CONTRACTORS SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE ALL FINAL CONNECTIONS AND SHALL INCLUDE ALL ITEMS REQUIRED BY APPLICABLE CODES. C. A CATALOG OF MANUFACTURERS EQUIPMENT SPECIFICATION SHEETS IS INCLUDED AS AN INTEGRAL PORTION OF THIS SUBMITTAL. WE SUGGEST THAT ALL TRADES REVIEW THE REQUIREMENTS AS INDICATED REGARDING EACH MANUFACTURER. D. CROSS REFERENCE ALL INFORMATION PER ROUGH -IN DRAWINGS WITH EQUIPMENT SCHEDULE DRAWINGS. E. PLUMBING CONTRACTORS TO CROSS REFERENCE ROUGH -IN DRAWINGS, STAINLESS STEEL FABRICATION, WALK-IN DRAWINGS, EXHAUST HOOD DRAWINGS, AND MILLWORK DETAIL DRAWINGS. F. ALL VENT LOCATIONS AND RUNS TO BE LOCATED BY PLUMBER. G. ALL FUNNEL FLOOR DRAINS, FLOOR SINKS AND/OR FLOOR DRAINS UTILIZED FOR THE DRAINAGE OF FOOD SERVICE EQUIPMENT SHALL BE SELF -PRIMING. H. PLUMBING CONTRACTOR TO PROVIDE ALL INDIRECT DRAINS FROM EQUIPMENT TO FLOOR SINK DRAINS. 1. ALL PLUMBING TO BE INSTALLED AS TO PRECLUDE ANY POSSIBILITY OF BACK SIPHON. J. ALL INDIRECT DRAINS ARE TO BE AIR -GAPPED 1" ABOVE FLOOR DRAINS, OR PER LOCAL CODE. K. PLUMBING CONTRACTOR TO PROVIDE REQUIRED PRESSURE REGULATING VALVES FOR HOT WATER LINE TO DISHWASHER RINSE CONNECTION AND ALL OTHER EQUIPMENT REQUIRING REGULATORS. L. PLUMBER IS NOT RESPONSIBLE FOR SUPPLYING FAUCETS UNLESS SPECIFIED. M. PLUMBER TO PROVIDE MIXING VALVE AT WATER HEATER SO THAT A MINIMUM OF 1400 WATER IS DELIVERED TO BOOSTER HEATER. w 0 co SCHEDULE OF MECHANICAL CONNECTIONS m o EQUIPMENT ELECTRICAL PLUMBING GAS STEAM o EXHAUST z REMARKS w F w m PH WATTS AMP HP HW CW DW IW FD SIZE BTU'S SS SR PSI SIZE CFM80 2 • A L V 89 MILLWORK CONTRACTOR 90 2 • PARTY TABLE BASE Q U p� 0 90 MILLWORK CONTRACTOR 91 2 • MICROWAVE OVEN 1 1500 13.2 O vl 91 AMANA MODEL # RCSIOMPA 92 C) -SPARE NUMBER- 92 -SPARE NUMBER - 93 -SPARE NUMBER- 1 93 -SPARE NUMBER - 94 1 LOT • SHELVING UNIT O 94 CAMBRO CAMSHELVING ELEMENTS SERIES 94A 1 LOT • SHELVING UNIT W/ ST. STL. SHELF(WELDED CORNERS 94A CAMBRO CAMSHELVING ELEMENTS SERIES 94B 1 LOT • PLASTIC SHELVING UNIT 948 CAMBRO CAMSHELVING ELEMENTS SERIES 94C 1 LOT • PLASTIC SHELVING MOUNTED ABOVE AWS CHECKED: AWS/MA 94C CAMBRO CAMSHELVING ELEMENTS SERIES 94D 1 LOT • DUNNAGE SHELVING JOB NUMBER: 1513 SHEET NUMBER 94D CAMBRO CAMSHELVING ELEMENTS SERIES 94E 1 LOT • SHELVING UNIT 94E ISS GREY EPDXY 9 S -SPARE NUMBER- 95 -SPARE NUMBER - 96 1 • SOILED DISHTABLE 1/2" 1/2" 2" 96 CUSTOM ST. STL. FABRICATION 96A 1 • PRE -RINSE FAUCET W/ BRACKET 96A T & S MODEL #B-0113BJ W/ #8-0107-J SPRAY HEAD AND #0-109-1 WALL BRACKET (PLUMBER TO INSTALL) 97 -SPARE NUMBER- 97 -SPARE NUMBER - 98 -SPARE NUMBER 98 -SPARE NUMBER - 99 2 • VENT RISER (FOR DISHWASHER) 99 CUSTOM ST. STL. FABRICATION 100 1 • CLEAN DISHTABLE 100 CUSTOM ST. STL. FABRICATION 100A 1 • CLEAN DISH SHELF 100A CUSTOM ST. STL. FABRICATION 101 -SPARE NUMBER- 101 -SPARE NUMBER - 102 -SPARE NUMBER- 102 -SPARE NUMBER - 103 1 • HOSE RACK 1/2" 1/2" 103 CUSTOM ST. STL. FABRICATION 104 -SPARE NUMBER 104 -SPARE NUMBER - 105 -SPARE NUMBER- 105 -SPARE NUMBER - 106 1 • EXHAUST HOOD (MAIN COOKLINE) 115 1 (FOR LIGHTS) 106 GREASEMASTER MODEL #GWC-9 INSTALLATION BY G.C. (PROVIDE SWITCH FOR LIGHTS AND FANS) 107 1 LOT • QUICK DISCONNECTS 1 107 T&S MODEL # HGAD-48SEL (PLUMBER TO INSTALL) - GAS FRYERS ONLY: HG4F48SEL 11/4" 108 1 • EXHAUST HOOD (MAIN COOKLINE) 115 1 (FOR LIGHTS) 108 GREASEMASTER MODEL #GWC-10 INSTALLATION BY G.C. (PROVIDE SWITCH FOR LIGHTS AND FANS) 108A 1 • EXHAUST HOOD (MAIN COOKLINE) 115 1 (FOR LIGHTS) 108A GREASEMASTER MODEL #GWC-10 INSTALLATION BY G.C. (PROVIDE SWITCH FOR LIGHTS AND FANS) 109 1 • EXHAUST HOOD (MAIN COOKLINE) 115 1 (FOR LIGHTS) 109 GREASEMASTER MODEL #GWC-10 INSTALLATION BY G.C. (PROVIDE SWITCH FOR LIGHTS AND FANS) 110 1 LOT • • DUCT WORK & FAN PACKAGE 110 DUCT & INSTALLATION BY G.C., FANS PROVIDED BY O.S.I. INSTALLED BY G.C. (SEE SEPARATE FAN SCHEDULE) 111 1 • FIRE SUPPRESSION SYSTEM (EXHAUST HOODS) 115 1 111 ANSUL MODEL # R102 (PRE -PIPED IN GREASEMASTER HOODS) 112 1 LOT • ST. STL. COOKLINE/DISH WALL COVERING 112 CUSTOM ST. STL. FABRICATION 112A 0 • PRE -RINSE WALL FLASHING 112A CUSTOM ST. STL. FABRICATION 113 1 • 291/8" SINGLE SEC. 2 DOOR REACH -IN REFRIGERATOR 115 1 1 8.0 1/3 113 TRAULSEN MODEL # AHT132DUT-HHS W/ 9' CORD & PLUG NEMA 5-15P AND CASTERS 114 -SPARE NUMBER- 114 -SPARE NUMBER - 115 1 • GRILL (48") 115 1 314" 150,000 115 MAGIKITCH'N MODEL OB-MKGA6-ST W/ 6' CORD & PLUG W1 CASTERS 115A -SPARE NUMBER 115A -SPARE NUMBER - 116 -SPARE NUMBER 116 -SPARE NUMBER - 117 -SPARE NUMBER- 117 -SPARE NUMBER - 118 1 • CHAR -BROILER (48") 115 1 3/4" 195,000 118 MAGIKITCH'N MODEL #FM -RMB -060 W/ CASTERS 118A 1 • CHAR -BROILER SEASONING TRAY 118A CUSTOM ST, STL. FABRICATION 118B -SPARE NUMBER- 1186 -SPARE NUMBER - 118C 1 • SMOKER BOX 118C CUSTOM ST. STL. FABRICATION 119 -SPARE NUMBER- 119 -SPARE NUMBER - 120 -SPARE NUMBER- 120 -SPARE NUMBER - 120A 1 • CHEESE MELTER WALL BRACKET CUSTOM ST. STL. FABRICATION 121 1 • WALL MOUNT REFRIGERATOR 115 1 4.9 1/6 SILVER KING MODEL #SKSR CORD &PLUG NEMA 515P 121A 1 • REFRIGERATOR WALL BRACKET CUSTOM S/S FABRICATION 122 1 • WALL MOUNT FREEZER 115 1 4.9 116 L122A SILVER KING MODEL #SKSF CORD &PLUG - NEMA 5-15P 122A 1 • FREEZER WALL BRACKET CUSTOM SIS FABRICATION 123 0 • FRYER (CHIP) 208 3 14.0 KW 39.0 (60 AMP MIN. BREAKER RqD.) PITCO MODEL # OB-SE14X W/ CASTERS CORD & PLUG - NEMA 15-30P - NATURAL GAS 124 1 • DESSERT REFRIGERATOR 115 1 225 3.3 1/6 124 TRAULSEN #UHT27 (CORD & PLUG - NEMA 5-15 PLUG) 125 1 • SPICE RACK 125 CUSTOM ST, STL. FABRICATION 126 L -SPARE NUMBER- 126 -SPARE NUMBER - 127 1 • MOBILE WORK TABLE 127 CUSTOM ST. STL. FABRICATION 30"W 128 1 • CHEESE MELTER (24') 3/4" 20,000 128 VULCAN ICM SERIES #ICM24 -GAS INFRARED 128A 1 • CHEESE MELTER WALL BRACKET 128A CUSTOM ST. STL. FABRICATION 129 2 • REFRIGERATED DRAWERS 115 1 4.9 1/4 129 SILVER KING MODEL # SKPZ27D/C0B CUSTOM (CORD & PLUG - NEMA 5-15P) 130 1 LOT • TIMERS 115 1 130 PRINCE CASTLE (PART OF SMALLWARES PACKAGE) (CORD & PLUG & NEMA 5-15P) 131 -SPARE NUMBER- 131 -SPARE NUMBER - 132 0 All LID CONDIMENT HOLDER 132 CUSTOM ST. STL. FABRICATOR 133 1 • STAINLESS STEEL SHELF (15" X 27') 133 CUSTOM ST. STL. FABRICATOR 134 1 • KNIFE RACK 134 CUSTOM ST. STL. FABRICATION 135 1 • THREE COMPARTMENT SINKE (PLUMBER TO MANIFOLD) 135 CUSTOM ST. STL, FABRICATION 135A 1 • DECK MOUNT FAUCET W/12" SWING NOZZLE (140° MIN. HW) 135A T & S MODEL #B0221 WIKK FLANGE (PLUMBER TO INSTALL) 1358 1 • DECK MOUNT FAUCET W/ PRE -RINSE (140" MIN. HW) 135B T & S MODEL #82430 & PRERINSE #BO103-01 W/ ROSESPRAY (PLUMBER TO INSTALL) 136 1 • POT RACK - WALL MOUNT 136 CUSTOM ST. STL. FABRICATION 137 1 • POTATO SLICER 137 PART OF SMALLWARES PACKAGE 138 1 • 30 QT. MIXER 120 1 9.5 3/4 138 HOBART HL300-3STD (PLUG: NEMA 5-15P) 139 -SPARE NUMBER- 139 -SPARE NUMBER - 139A 1 • ICE BIN 1" 139A FOLLETT MODEL #SG1475-60 139B 1 • ICE SCOOP HOLDER 139B CUSTOM ST. STL. FABRICATION 140 1 • WATER FILTER FOR ICE MACHINE, SODA SYSTEM & BEVERAGES 115 1 (FOR ALARM) 314" 140 EVERPURE MODEL #9437-11 (PLUMBER TO MOUNT FILTER SYSTEM ON WALL) 141 1 • PREPARATION TABLE WITH OVERSHELF 141 CUSTOM ST. STL. FABRICATION 142 1 • BLENDER 120 1 15 3.75 142 WARING MODEL #CB15T (SMALLWARES) 143 1 • ONION CUTTER 143 LE -JO MODEL #E640 (SMALLWARES) 144 1 • TWO COMPARTMENT SINK W/ OVERSHELF 112" 1/2" (2)2" (PLUMBER TO MANIFOLD) 144 CUSTOM ST. STL. FABRICATION 144A 1 • DECK MOUNT FAUCET W/12" SWING NOZZLE 144A T & S MODEL # B-0665-RGH (PLUMBER TO INSTALL) 145 1 • SOUP BAG HOLDER 145 CUSTOM ST. STL. FABRICATION 146 1 • SALAD DRIER 115 1 2.5 146 HOBART MODEL # SDPE-11 (PLUG: NEMA 5-15P) 147 -SPARE NUMBER 147 -SPARE NUMBER - 148 1 • MOP SINK 4" 148 BY CONTRACTOR 148A 1 • FAUCET 1/2" 112" (140' MIN. HW) 148A T &-S MODEL #B-665-RGH (PLUMBER TO INSTALL) 149 1 • CHEMICAL SHELF 1149 CUSTOM ST. STL. FABRICATION 150 1 • BROOM & MOP HOLDER 150 CUSTOM ST. STL. FABRICATION 151 -SPARE NUMBER- 151 -SPARE NUMBER - 152 0 • EMPLOYEE COAT HOOKS 152 BY CONTRACTOR 153 0 • DRY STORAGE SHELVES 153 ISS GRAY BOND SUPER SEAL SHELVES, EPDXY POSTS (KITCHEN AREA) 154 1 LOT • SECURED STORAGE SHELVES 154 BY CONTRACTOR 155 1 • SHORTENING DISPOSAL UNIT 155 WORCHESTER MODEL #SS -611-T 156 -SPARE NUMBER- 156 -SPARE NUMBER - 157 0 • STRIP CURTAIN DELIVERY DOOR 157 CURTRON MODEL #Ml07-4784 158 -SPARE NUMBER 158 -SPARE NUMBER 158A 1 • POTATO STEAMER WALL BRACKET 158A CUSTOM ST, STL. FABRICATION 159 1 • WALK-IN COOLER 115 1 40 EA. 1.74 (EA• HT) 159 AMERICAN PANEL (3 EA. FLUORESCENT LIGHTS) 1 1.8 1" (3 EA. EVAPORATOR COILS) MODEL #CTA38-75 208 3 18.8 3.0 FOR CONDENSER: HERMETIC. COPELAND (MODEL #FJAM-A300) 159A 1 • STRIP CURTAIN 159A AMERICAN PANEL 1598 1 LOT DIAMOND PLATE PANELS 1598 AMERICAN PANEL 160 1 LOT • COOLER SHELVING 160 CAMBRO CAMSHELVING ELEMENTS SERIES 161 1 • WALK-IN FREEZER 115 1 7 LIGHT 161 AMERICAN PANEL LIGHTS - DOOR HEATER 1 130 EVAP. 9.1 EV. TR. 1" FOR: EVAPORATOR COILS - COIL HEATER - DRAIN LINE HEATER (MODEL #AE26-92) 3 14.8 °C' NH. 3.0 CONDENSER: HERMETIC. TECUMSEH (MODEL #AVA2512ZXTXM 161A p • STRIP CURTAIN 161A AMERICAN PANEL 1610 1 LOT DIAMOND TREAD WAINSCOT FOR FREEZER 161B AMERICAN PANEL 162 1 LOT • FREEZER SHELVING 162 CAMBRO CAMSHELVING ELEMENTS SERIES 162A 1 LOT • FREEZER DUNNAGE RACK 162A NEW AGE 163 1 • MEAT PLATTER STORAGE RACK 163 NEW AGE PLATTER RACK #1347 164 1 • CO2 TANK 164 BY VENDOR 165 1 LOT • OFFICE FURNITURE 165 BY CONTRACTOR, CHAIRS & FILE CABINETS BY O.S.I. 166 -SPARE NUMBER- 166 -SPARE NUMBER - 167 -SPARE NUMBER 167 -SPARE NUMBER - 168 1 • SAFE 168 CORPORATE SAFE MODEL # 3018SP W/S&G 6120 LOCK 169 2 • BABY CHANGING TABLE 169 THE KOALA BEAR KARE. FURNISHED AND INSTALLED BY CONTRACTOR 169A 2 • BATHROOM MIRROR 169A MILLWORK CONTRACTOR 170 5 STRAIGHT CEILING CHANDELIER 170 DECOR CONTRACTOR 171 1 • SUPER STEAMER 208 1 4400 21.2 171 1 AMANA MODEL # RC30S2 171A 1 • SUPER STEAMER WALL BRACKET 171A CUSTOM ST. STL. FABRICATION 172 4 • PATIO BANQUETTE CUSHIONS 172 MILLWORK CONTRACTOR 173 0 • EMPLOYEE LOCKERS 173 KELMAX 174 1 LOT • PATIO TABLE 174 BENCHMARK MODEL # 2033-30X48, 2033-(30X30), 2033-(36X36) 174A -SPARE NUMBER- 174A -SPARE NUMBER - 175 1 LOT • PATIO TABLE BASES 175 BENCHMARK 176 1 LOT • PATIO CHAIR 176 JANUS ET CIE MODEL LUXEMBURG SIDE CHAIR: COLOR OLIVE BRONZE. 177 1 • KEG COOLER 115 1 J.L7 LR HTR. 3/4" 1 177 AMERICAN PANEL 1 EVAPORATOR COIL: MODEL #AA28-106 ma 3 .8C .H. 1.25 FOR CONDENSER: MODEL #FJAM-A125 178 1 LOT • KEG COOLER SHELVES 178 ISS GRAY BOND SUPER SEAL SHELVES, EPDXY POSTS 179 0 • TAKEAWAY REFRIGERATOR 115 1 3.9 1/4 179 SILVER KING MODEL # SKDC48/C1 (CORD & PLUG - NEMA 5-15P) 180 1 • FLAT SCREEN TV S (60") 115 1 180 TV CONTRACTOR - INSTALLED MY MUZAK 180A 1 • 60" FLUSH MOUNTED BRACKET 180A TV CONTRACTOR - INSTALLED MY MUZAK 500 0 • TRASH DOLLIES 500 RUBBERMAID 520B 1 • 6'-2" WALL DIVIDER 520B DECOR CONTRACTOR 520C 1 • 4'-2" WALL DIVIDER 520C DECOR CONTRACTOR 520D 1 • 6'-2" WALL DIVIDER 520D DECOR CONTRACTOR 520P 2 • POS WALL DIVIDER 520P DECOR CONTRACTOR 550A 2 • CEILING CHANDELIER 550A DECOR CONTRACTOR 5508 1 • CEILING CHANDELIER 550B DECOR CONTRACTOR 478 3 • MICROWAVE OVEN 208 1 1 1700 20 478 AMANA MODEL # RC17SD20SI 486 1 • LETTUCE CRISPER 120 1 6.4 1/5 486 GLASTENDER MODEL #LC -OB W/ 1 EXTRA DIVIDED BIN 487 1 • PLATE CHILLER 120 1 8.2 1/3 487 GLASTENDER MODEL #MF36-$2 W/ CASTERS (CORD & PLUG) 492 1 • ICE CREAM CABINET 115 1 1.6 1/8 492 SILVER KING MODEL # SKFS2 W/ CASTERS (CORD & PLUG) 498 1 • DISHWASHER W/ BUILT-IN BOOSTER HEATER & VEN 3 30KIN e�7 1162 34 � aoE MIN. z 498 HOBART MODEL # CL -44E OPTI-RINSE W/ 15 KW ELEC. TANK HEAT & BUILT-IN 30 KW BOOSTER HEATER - * 2HP WASH, **1/6 HP CONVEYOR 4116 1 • CONVECTION OVEN BASE W/ WORK TOP 115 1 4.0 1/3 1 1114" 160,000 4116 BAKERS PRIDE CYCLONE COC -E1 SINGLE OVEN 4117 1 • DOUBLE STEAK WEIGHT SHELF 26" 4117 CUSTOM ST. STL. FABRICATION 4118B 1 • CUSTOM SEASONING GRATE 4118B CUSTOM ST. STL. FABRICATION 4119 1 • SIX BURNER RANGE W/ CONVECTION OVEN BASE 115 1 1/4 11/4" 240,000 4119 JADE MODEL # JTRH-6-36C W/ 6" HIGH FLUE RISER ON CASTERS CORD & PLUG 4120 1 • ELEVATED CHEESE MELTER 36" 4" 35 00 4120 VULCAN ICM SERIES #ICM36 - GAS INFRARED 4126 1 1 • FRYER 208 3 14KW 39.0 (60 AMP MIN. BREAKER RQD.) 4126 PITCO MODEL # OB-SE148X-2-FD W/ CASTERS - (1 EA. CORD & PLUG - NEMA 15-30P) 4139 1 • ICE MACHINE 230 1 23.1 3 318" 1/2" 4139 MANITOWOC MODEL # IY 1984N CUBER Zoe 1 1.3 4158 1 • POTATO STEAMER 208 3 8500 24.0(2)3/4" 1 1/2" 4158 MODEL JC -13 CONDENSER MODEL # RL- -R-0 4A - 35 FT. TUBING KIT VULCAN MODEL # C24EA3-BSC 613 1 LOT • BOOTH SEATING WIFILLER 613 MILLWORK CONTRACTOR - GC TO INSTALL 6126 1 • FRYER BMK 208 3 ) 6126 PITCO MODEL # OB-SE148X-2-FD W/ CASTERS - (4 EA. CORD & PLUG - NEMA 15-30P) GENERAL NOTES TO ALL TRADES A. A LATAORETE WATERPROOF BARRIER IS TO BE USED AROUND PERIMETER OF KITCHEN AND RESTROOM WALLS ADJACENT TO DINING AREAS. ALSO ALL DEMISING WALLS TO RECEIVE LATACRETE. B. WHERE BOOTHS AND TABLES ARE ADJACENT TO WINDOWS, FOLLOW FLUSH SILL AND APRON DETAIL. FIND DETAIL IN SPECIFICATION BOOK. C. FOR ALL AIR CONDITIONING, EXHAUST AND SUPPLY FANS, HVAC, AND REFRIGERATION EQUIPMENT CURBS; GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL SUITABLE BLOCKING IN WALLS AND CEILINGS TO SUPPORT FIXTURES, EQUIPMENT, AND CANOPIES. D. ALL ELECTRICAL AND MECHANICAL OUTLET CONNECTION HEIGHTS ARE GIVEN FROM FINISHED FLOOR TO CENTER OF OUTLET, ALL HORIZONTAL DIMENSIONS SHOWN ARE TAKEN FROM FINISHED WALL TO CENTER LINE OF OUTLET OR FROM CENTER TO CENTER OF OUTLET. E. LOCATION OF CONNECTIONS ON FIXTURES ARE DIMENSIONED FROM FINISHED WALLS, FLOORS, OR COLUMNS. F. GENERAL CONTRACTOR TO PROVIDE ROOF PENETRATIONS, PATE CURBS, PRESSURE TREATED LUMBER, AND RESEALING OF ROOF FOR REMOTE REFRIGERATION AND ELECTRICAL LINES FOR ITEM #50 ICE MACHINE, #159 WALK-IN COOLER, #161 WALK-IN FREEZER, AND #177 KEG COOLER. G. ALL CUSTOM FABRICATED EQUIPMENT IS TO BE CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE NSF INTERNATIONAL (NSF) STANDARDS. NOTES TO ELECTRICIANS A. ELECTRICAL CONTRACTORS TO OBTAIN ALL NECESSARY PERMITS AND INSTALLATION IS TO BE IN COMPLETE ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL CODES. B. ELECTRICAL CONTRACTORS SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE ALL FINAL CONNECTIONS AND SHALL INCLUDE ALL ITEMS REQUIRED BY APPLICABLE CODES. C. A CATALOG OF MANUFACTURERS EQUIPMENT SPECIFICATION SHEETS IS INCLUDED AS AN INTEGRAL PORTION OF THIS SUBMITTAL. WE SUGGEST THAT ALL TRADES REVIEW THE REQUIREMENTS AS INDICATED REGARDING EACH MANUFACTURER. D. CROSS REFERENCE ALL INFORMATION PER ROUGH -IN DRAWINGS WITH EQUIPMENT SCHEDULE DRAWINGS. E. ELECTRICAL CONTRACTORS TO CROSS REFERENCE ROUGH -IN DRAWINGS, STAINLESS STEEL FABRICATION, WALK-IN DRAWINGS, EXHAUST HOOD DRAWINGS, AND MILLWORK DETAIL DRAWINGS. F. ELECTRICIAN TO PROVIDE CONTROL WIRING BETWEEN WALK-IN FREEZER COIL AND REMOTE CONDENSER TO ACCOMMODATE DEFROST CYCLE TIMER, G. ELECTRICIAN TO SIZE AND SUPPLY STARTER MOTORS FOR EXHAUST HOOD FANS. H. LOCATION OF CONNECTIONS FOR ALL FIXTURES ARE DIMENSIONED FROM FINISHED WALLS, FLOORS, OR COLUMNS. I. ELECTRICAL POWER TO COOKING EQUIPMENT, WHERE REQUIRED, SHALL BE PROVIDED THROUGH A SHUNT -TRIP SYSTEM FOR FIRE FUEL SHUT OFF, ELECTRICAL CONTRACTOR SHALL WIRE CONTROL CIRCUIT TO MICRO SWITCH PROVIDED BY KITCHEN EQUIPMENT CONTRACTOR ON HOOD FIRE PROTECTION SYSTEM. J. ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL CONTROL WIRES FOR WALK-INS, ICE MACHINES, AND ALL WIRING BETWEEN COMPRESSORS AND COILS. NOTES TO PLUMBERS A. PLUMBING CONTRACTORS TO OBTAIN ALL NECESSARY PERMITS AND INSTALLATION IS TO BE IN COMPLETE ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL CODES. B. PLUMBING CONTRACTORS SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE ALL FINAL CONNECTIONS AND SHALL INCLUDE ALL ITEMS REQUIRED BY APPLICABLE CODES. C. A CATALOG OF MANUFACTURERS EQUIPMENT SPECIFICATION SHEETS IS INCLUDED AS AN INTEGRAL PORTION OF THIS SUBMITTAL. WE SUGGEST THAT ALL TRADES REVIEW THE REQUIREMENTS AS INDICATED REGARDING EACH MANUFACTURER. D. CROSS REFERENCE ALL INFORMATION PER ROUGH -IN DRAWINGS WITH EQUIPMENT SCHEDULE DRAWINGS. E. PLUMBING CONTRACTORS TO CROSS REFERENCE ROUGH -IN DRAWINGS, STAINLESS STEEL FABRICATION, WALK-IN DRAWINGS, EXHAUST HOOD DRAWINGS, AND MILLWORK DETAIL DRAWINGS. F. ALL VENT LOCATIONS AND RUNS TO BE LOCATED BY PLUMBER. G. ALL FUNNEL FLOOR DRAINS, FLOOR SINKS AND/OR FLOOR DRAINS UTILIZED FOR THE DRAINAGE OF FOOD SERVICE EQUIPMENT SHALL BE SELF -PRIMING. H. PLUMBING CONTRACTOR TO PROVIDE ALL INDIRECT DRAINS FROM EQUIPMENT TO FLOOR SINK DRAINS. 1. ALL PLUMBING TO BE INSTALLED AS TO PRECLUDE ANY POSSIBILITY OF BACK SIPHON. J. ALL INDIRECT DRAINS ARE TO BE AIR -GAPPED 1" ABOVE FLOOR DRAINS, OR PER LOCAL CODE. K. PLUMBING CONTRACTOR TO PROVIDE REQUIRED PRESSURE REGULATING VALVES FOR HOT WATER LINE TO DISHWASHER RINSE CONNECTION AND ALL OTHER EQUIPMENT REQUIRING REGULATORS. L. PLUMBER IS NOT RESPONSIBLE FOR SUPPLYING FAUCETS UNLESS SPECIFIED. M. PLUMBER TO PROVIDE MIXING VALVE AT WATER HEATER SO THAT A MINIMUM OF 1400 WATER IS DELIVERED TO BOOSTER HEATER. w 0 m O w O z V 0 Q U p� 0 r w M L0 CL v - mow/ LL _ O O vl :z C) r n �.r 1 LLJ ra V) O F- V) .:1: DRAWN: AWS CHECKED: AWS/MA FS1 DATE: FS2-11 DATE: 10/17/2012 10/25/2012 SCALE: 1/4" =1'-0" JOB NUMBER: 1513 SHEET NUMBER FS -3 EQUIPMENT SCHEDULE ELECTRICAL NOTES E7) 115 V, 1PH, 20 AMP QUAD RECEPTACLE THRU WALL @ 32" A.F.F. @ T-0" FROM WALL E109) 115V, 1 PH "J" BOX @ CEILING HEIGHT. CONNECT TO ITEM #109 HOOD (FOR LIGHTS) (TYPICAL OF 2) TO CENTER OF RECEPTACLE FOR ITEM #7A HOSTESS MONITOR CABINET. 3/8 F.P.T. ICE VY�19494N MAKING INLET C) ELECTRICIANS, PLUMBERS, & RELATED TRADES TO REFER TO DRAWING FS -2 AND FS -3 (EQUIPMENT E111) 115 V, 1 PH "J" BOX @ CEILING HEIGHT. CONNECT TO MAKE-UP AIR SHUT OFF FOR E7A) 115 V, 1 PH, 20 AMP D.R. THRU SLAB (FLUSH MOUNTED) QUAD RECEPTACLE ITEM #111 FIRE SUPPRESSION SYSTEM OR PER LOCAL CODE E70) "J" BOX THRU LOW WALL @ 26" A.F.F. AND V-0" FROM WALL TO CENTER OF BOX FOR E113) 115 V,1 PH, 8.0 AMP, 1/3 HP D.R. THRU WALL @ 88" A.F.F. FOR ITEM #113 SPECIAL PURPOSE OUTLET, 120 -VOLT, GROUND TYPE, HORIZONTAL MOUNT ITEM #7A HOSTESS MONITOR CABINET REFRIGERATOR (PLUG: NEMA 5-15P) E7C) NOT USED E113A) 115 V, 1 PH, 7.6 AMP, 1/3 HP D.R. THRU WALL @ 88" A.F.F. FOR ITEM #113A ODIMMER SWITCH ELECTRICAL CONTRACTOR TO PROVIDE 3/4" EMT BETWEEN ITEMS 41 (5 EA.) AND OFFICE FOR CASH REGISTER REFRIGERATOR (PLUG: NEMA 5-15P) (IF SHOWN) E7D) 'J' BOX THRU SLAB (FLUSH MOUNTED) WITH EMPTY CONDUIT AND PULL STRING CONNECTIONS BY REGISTER VENDOR. ROUTED FROM CEILING, THRU STACK WALL CHASE, UNDER FLOOR TO BOX FOR E115) 115 V, 1 PH D.R. THRU WALL @ 24" A.F.F. FOR ITEM #115 GRIDDLE CAT -5 CABLING FOR TABLE MANAGEMENT SYSTEM AT HOSTESS STAND. CAT -5 PROVIDE QUAD RECEPTACLE AT MASTER REGISTER LOCATION "A" ADD QUAD RECEPTACLE AT OFFICE O ELECTRICAL CONDUIT, STUB AS INDICATED FOR DIRECT CONNECTION CABLE TO BE HOME RUN TO MANAGER'S OFFICE AND CONNECTED BY BBI I.T. E116) 115 V,1 PH D.R. THRU WALL @ 24" A.F.F. FOR ITEM #118 CHAR -BROILER E7E) TELEPHONE JACK @ 26" A.F.F. AND V-6" FROM LOW WALL TO CENTER OF OUTLET FOR E121) 115 V,1 PH, 4.9 AMP, 1/6 HP D.R. THRU WALL @ 60" A.F.F. FOR ITEM #121 LL ITEM #7A HOSTESS CABINET Lo WALL MOUNT REFRIGERATOR E7F) TELEPHONE JACK TO BE PROVIDED AT HOSTESS CABINET E122) 115 V,1 PH, 4.9 AMP, 1/6 HP D.R. THRU WALL @ 60" A.F.F. FOR ITEM #122 WALL MOUNT FREEZER E18) 120 V,1 PH, 5.1 AMP, 1/5 H.P. D.R. THRU BAR WALL @ 16" A.F.F. FOR ITEM #18 36" BACK BAR COOLER E126) (2) 208 V, 3 PH, 14.0 KW, 39 AMP S.R. THRU WALL @ 24" A.F.F. FOR ITEM #126 FRYER BANK E21) 115 V, 1 PH, 20 AMP D.R. THRU BAR WALL @ 40" A.F.F. (UTILITY OUTLET - MOUNT r- V) HORIZONTALLY) E129) 115 V, 1 PH, 4.9 AMP, 1/4 HP D.R. THRU WALL @ 24" A.F.F. FOR ITEM #129 O REFRIGERATED DRAWERS E24) 120 V, 1 PH, 8.8 AMP, 1/3 H.P. D.R. THRU WALL @ 16" A.F.F. FOR ITEM #24 84" BACK BAR IMLLL COOLER WITH (3) DOORS E138) 120 V,1 PH, 9.5 AMP, 3/4 HP D.R. THRU WALL @ 18" A.F.F. FOR ITEM #138 30 QUART MIXER E25) 115 V, 1 PH, 20 AMP AND DATA FROM 25C THRU MEDIA CABINET (20A) POST E140) 120 V,1 PH, 20 AMP D.R. THRU WALL @ 84" A.F.F. FOR ITEM #140 E28) 120 V, 1 PH, 20 AMP D.R. THRU BAR WALL @ 12" A.F.F. FOR ITEMS #30 OR #31 AWS/MA WATER FILTER LOW PRESSURE ALARM FS2-11 DATE: BLENDER AND MIXER 10/25/2012 SCALE: 1/4"=11-011 JOB NUMBER: E142) 120 V,1 PH, 15 AMP, 3.75 HP D.R. THRU WALL @ 48" A.F.F. FOR ITEM #142 BLENDER E28A) 120 V,1 PH, 15 AMP "J" BOX @ 12" A.F.F. IN WALL CONNECT TO DUPLEX RECEPTACLE ON ITEM #28 BLENDER STATION E144) 120 V,1 PH, 20 AMP D.R. THRU WALL @ 48" A.F.F. (WATER PROOF UTILITY OUTLET) E36) 208 V, 1 PH, S.R. @ 12" A.F.F. E146) 115 V,1 PH, 2.5 AMP D.R. THRU WALL @ 48" A.F.F. FOR ITEM #146 SALAD DRYER (WATER PROOF UTILITY) E38) 120 V,1 PH, 8.2 AMP, 1/3 H.P. D.R. THRU BAR WALL @ 16" A.F.F. FOR ITEM #38 24" GLASS FROSTER E156) 220 V, 10 AMP D.R. THRU WALL @ 42" A.F.F. FOR ITEM #56 QUESADILLA GRILL (NEMA CORD & PLUG 6-20P) E38A) 120 V, 1 PH, 8.2 AMP, 113 H.P. D.R. THRU BAR WALL @ 16" A.F.F. FOR ITEM #38A 36" GLASS FROSTER. E159) 115 V,1 PH, 1.74 AMP, 40 WATT "J" BOX, CONNECT TO ITEM #159 WALK-IN COOLER FOR (2) FLUORESCENT LIGHT FIXTURE E39) 115 V, 1 PH, 8.2 AMP, 1/3 H.P. D.R. THRU BAR WALL @ 16" A.F.F. FOR ITEM #39 48" GLASS FROSTER E159A) (2 EA) 2081230 V, 1 PH, 4.0 AMP, 390 WATT "J" BOX - CONNECT TO (2) COILS FOR ITEM #159 WALK-IN COOLER (MODEL #AA28-97) E41) 115 V, 1 PH, QUAD THRU BAR WALL (DEDICATED CIRCUIT) I.G. @ 40" A.F.F. FOR ITEM #41 POS SYSTEM E159B) 208/230 V, 3 PH, 15.6 AMP, 2 1/4 HP "J" BOX - CONNECT TO CONDENSER FOR ITEM #159 WALK-IN COOLER (MODEL #F3AD-9225) (LOCATION TO BE FIELD COORDINATED E41A) 115 V, 1 PH, QUAD (DEDICATED CIRCUIT) I.G. THRU WALL @ 48" A.F.F. FOR ITEM #41 WITH CONTRACTOR) POS SYSTEM E161) 115 V, 1 PH, .87 AMP (FOR LIGHT), 1.67 AMP (FOR DOOR HEATER), .4 AMP (FOR E41 B) 115 V, 1 PH "J" BOX THRU WALL @ 48" A.F.F. FOR ITEM #41 POS SYSTEM RELIEF PORT) "J" BOX FOR ITEM #161 WALK-IN FREEZER E41C) 115 V, 1 PH "J" BOX THRU BAR WALL @ 40" A.F.F. FOR ITEM #41 POS SYSTEM E161A) 208/230 V, 1 PH, 12.6 AMP, 130 WATT (FOR EVAPORATOR), 7.4 AMP (FOR COIL HEATER), 2.8 AMP (FOR DRAIN -TUBE HEATER) "J" BOX - CONNECT TO COIL FOR E41 D) 115 V, 1 PH QUAD (DEDICATED CIRCUIT) I.G. THRU WALL @ 51" A.F.F. FOR ITEM #41 ITEM #161 WALK-IN FREEZER (MODEL #AE26-75) POS SYSTEM E161B) 208/230 V, 3 PH, 13.7 AMP, 21/2 HP "J" BOX -CONNECT TO LOW TEMP CONDENSER E41 E) 115 V, 1 PH "J" BOX THRU WALL @ 51" A.F.F. FOR ITEM #41 POS SYSTEM FOR ITEM 0161 WALK-IN FREEZER (MODEL #AVA2510ZXTXC) (LOCATION TO BE FIELD COORDINATED WITH CONTRACTOR) E41 F) 115 V,1 PH "J" BOX THRU WALL @ 44" A.F.F. FOR POS SYSTEM PRINTER - MOUNT HORIZONTALLY E171) 2081240 V, 1 PH, 21.2 AMP, 4400 WATT S.R. THRU WALL @ 70" A.F.F. FOR ITEM #171 SUPER STEAMER (CORD & PLUG) E41G) 115 V,1 PH D.R, (DEDICATED CIRCUIT) THRU WALL @ 44" A.F.F. FOR POS SYSTEM PRINTER - MOUNT HORIZONTALLY E177) 115 V,1 PH, 40 WATT, .87 AMP (FOR LIGHT), 1.67 AMP (FOR DOOR HEATER) "J" BOX - CONNECT TO ITEM #177 KEG COOLER VAPOR PROOF LIGHT E42) 115 V,1 PH D.R. (DEDICATED CIRCUIT TO DIMMER PANEL) LOCATED INSIDE OF STACK WALL AT ONE END OF LIGHT COVE FOR LED PLUG-IN E177A) 208/230 V,1 PH, 2.2 AMP "J" BOX; CONNECT TO COIL FOR ITEM #177 KEG COOLER (MODEL #AA28-106) E42A) 115 V, 1 PH D.R. (DEDICATED CIRCUIT TO DIMMER PANEL) BEAM MOUNTED LED @ TALL STACK WALL E177B) 2081230 V, 1 PH, 9.3 AMP, 1.01 HP "J" BOX - CONNECT TO CONDENSER FOR ITEM #177 KEG COOLER (MODEL #F3AM-A105) (LOCATION TO BE FIELD COORDINATED E44A) 115 V, 1 PH "J" BOX THRU WALL @ 15" A.F.F. CONNECT TO ITEM #44A SODA DISPENSER WITH CONTRACTOR) (FOR REMOTE APPLICATIONS) SYSTEM (VERIFY CONNECTION WITH SODA VENDOR - FOR SODA GUN) E199) 115 V, 1 PH D.R. THRU WALL @ 18" A.F.F. (UTILITY OUTLET) (IF SHOWN) E45) 115 V, 1 PH D.R. THRU WALL @ 90" A.F.F. FOR SODA SYSTEM (VERIFY CONNECTION WITH SODA SYSTEM VENDOR) E200) 115 V, 1 PH, 20 AMP D.R. THRU WALL @ 48" A.F.F. (UTILITY OUTLET) E47) 120 V, 1 PH, 6.1 AMP, 1/5 H.P. D.R. THRU BAR WALL @ 16" A.F.F. FOR ITEM #47 E200A) 115 V,1 PH, 20 AMP QUAD RECEPTACLE THRU WALL @ 48" A.F.F. (UTILITY OUTLET) 36" GLASS FROSTER E200B) 115 V,1 PH, 20 AMP D.R. THRU WALL @ 24" A.F.F. (UTILITY OUTLET) E48) 115 V, 1 PH, 20 AMP QUAD RECEPTACLE THRU WALL @ 49" A.F.F.FOR ITEM #48 UPPER BACK BAR CABINET E200C) 115 V, 1 PH, 20 AMP D.R. THRU WALL @ 45" A.F.F. (UTILITY OUTLET) E62) 120 V, 1 PH, 1680 WATT, 14.8 AMP D.R. THRU WALL @ 30" A.F.F. FOR ITEM #62 E200D) 115 V, 1 PH, 20 AMP D.R. THRU WALL @ 51" A.F.F. (UTILITY OUTLET) ICED TEA BREWER E200E) 115 V, 1 PH, 20 AMP D.R. THRU WALL @ 74" A.F.F. (I.T. SHELF EQUIPMENT) E63) 120 V, 1 PH, 1320 WATT, 13.9 AMP D.R. THRU WALL @ 30" A.F.F. FOR ITEM #63 COFFEE BREWER E200F) 115 V, 1 PH, 20 AMP SIMPLEX RECEPTACLE @ 60" A.F.F. FOR DECORATIVE SCONCE E65) 120 V, 1 PH, 1440 WATT, 12.0 AMP D.R. THRU WALL @ 30" A.F.F. CONNECT TO ITEM E400) 115 V,1 PH, 20 AMP QUAD RECEPTACLE THRU WALL FOR TV (VERIFY HEIGHT) #65 OVEN E401) 04 "J" BOX WITH 2" CONDUIT THRU WALL FOR HD CABLES FOR TV (VERIFY HEIGHT) E65A) 120 V, 1 PH, 500 WATT, 4.2 AMP D.R. THRU WALL @ 30" A.F.F. CONNECT TO ITEM #65A BREAD WARMER E402) 115 V, 1 PH, 20 AMP D.R. @ 8'-0" A.F.F. FOR SURVEILLANCE MONITOR E66) 110 V, 1 PH, 20 AMP JUNCTION BOX IN CEILING FOR CHANDELIER E403) 115 V, 1 PH, 20 AMP QUAD RECEPTACLE THRU WALL FOR A(V EQUIPMENT TO TV'S @ 78" A.F.F. E69) 115 V, 1 PH, 60 W, 15.3 AMP D.R. THRU WALL @ 9'-6" A.F.F. FOR ITEM #69 REMOTE BEER SYSTEM E404) "J" BOX THRU WALL FOR A/V TO T.V.'S @ 78" A.F.F. E69A) 110 V,1 PH, 8.0 AMP D.R. THRU WALL @ 7'-6" A.F.F. FOR ITEM #69A BEER BLAST E498) 208 V, 3 PH, 70 AMP (FOR MOTORS 2 H.P. & 1/6 H.P. AND 15 KW TANK HEATER) DISCONNECT @ 60" A.F.F. CONNECT TO ITEM #98 DISH MACHINE E72) 110 V, 1 PH, 20 AMP D.R. THRU WALL @ 93" A.F.F. (UTILITY OUTLET FOR CLOCK) E4116) 115 V, 1 PH, 4.0 AMP, 1/3 HP, THRU WALL @ 24" A.F.F. FOR ITEM #116 HALF OVEN E72A) 110 V, 1 PH, 20 AMP D.R. - MOUNT IN CEILING (UTILITY OUTLET FOR CLOCK) E4119) 115 V,1 PH, 1/4 HP D.R. THRU WALL @ 24" A.F.F. FOR ITEM #119 RANGE WITH CONVECTION OVEN BASE E73A) CHEF'S COUNTER IS PRE -WIRED TO 120/208/150/30150 AMP LOAD CENTER FROM ABOVE THRU CHASE. ELECTRICAL CONTRACTOR SHALL MAKE FINAL CONNECTIONS E4139) 206/230 V, 1 PH, 23.1 AMP MAXIMUM FUSE SIZE S.R. THRU WALL @ 85" A.F.F. FOR TO LOAD CENTER. ITEMS #60', 73', 74', 75*, 76',78',79',81- ARE COUNTER ITEM #139 (SEE DETAIL "A') ELECTRICIAN TO PROVIDE TWIST LOCK RECEPTACLE COMPONENTS: (FOR REMOTE CONDENSER #JC -1395A / CUBER #SY-1894N) 60') (1 EA)120 V, 1 PH AUTOMATIC SINK E4158) 208 V, 3 PH, 24 AMP, 8500 WATT S.R. @ 70" A.F.F. FOR ITEM #158 POTATO STEAMER (CORD & PLUG) 73') (4 EA) 120 V, 1 PH, 20 AMP UTILITY OUTLET E6126) 208 V, 3 PH, 14.0 KW, 39 AMP S.R. THRU WALL @ 24" A.F.F. FOR ITEM #6126 73A) (1 EA) 208 V, 1 PH, 5.4 AMP CHILLER PAN COMPRESSOR/CONDENSOR FRYER BANK 74') (1 LOT) HEAT LAMPS @ 208 V, 1 PH TO CONSIST OF: 1 @ 2550 WATTS (GRAL-72D3); i @ 1400 WATTS (GRAN -60) 1 @ 1530 WATTS (GRAL-36D3); 1 @ 2620 WATTS (GRAL-66D3) 1 @ 820 WATTS (GRAL-24D3) 75*) 208 V, 1 PH, 14.4 AMP, 3000 WATT - COOK/HOLD OVEN CORD AND PLUG SUPPLIED BY ELECTRICIAN 76*) (2 EA) 120 V 160/ 1 PH 435 WATT EACH - DISPENSERS 478*) (3 EA) 208 V, 1 PH, 20 AMP, 1700 WATT EACH - MICROWAVE OVENS 79') 2081240 V, 1 PH, 7.9 AMP, 950 WA i i - DRAWER WARMER 81') (2 EA) 115 V, 1 PH, 4.4 AMP, 525 WATT - SOUP WARMERS E738) CHEF'S COUNTER IS PRE -WIRED TO 240/120/125/10125 AMP LOAD CENTER FROM ABOVE THRU CHASE- ELECTRICAL CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO LOAD CENTER. ITEMS #73*, 81', 82', 85', 86', 87',91',92- ARE COUNTER COMPONENTS: 73*) (3 EA.) 120 V 1 PH. 20 AMPS, UTILITY OUTLETS 81*) (2 EA.) 115 V 1PH. 4.4 AMPS, 525 WATTS. SOUP WARMERS 82*) 120 V 1 PH. 1000 WATTS - TWIN FOOD WARMER 85') 115 V 1PH. 8.8 AMPS 1/3 HP - SALAD PREP REFRIGERATOR 486*) 115 V 1 PH. 6.4 AMPS 115 HP - LETTUCE CRISPERS 487')115 V 1 PH. 8.2 AMPS 1/3 HP - PLATE CHILLER 91') (2 EA) 120 V 1 PH. 800 WATTS 15 AMPS - MICROWAVE OVEN 492*) 115 V 1 PH. 1.6 AMPS 1/8 HP - ICE CREAM CABINET E124') 115 V 1 PH. 3.3 AMPS 1/6 H.P. -DESSERT REFRIGERATOR E73C) ELECTRICAL CONDUIT FOR POS DATA LINES THROUGH CEILING AT SPECIFIED LOCATION. CONNECT TO RJ45 DATA RECEPTACLE THROUGH SIS CHASE E75A) 120 V, 1 PH, 14.2 AMP, 1700 WATT S.R. THRU WALL @ 24" A.F.F. FOR ITEM #75 COOK & HOLD OVEN (CORD & PLUG BY ELECTRICIAN) E84) 115 V, 1 PH, D.R. THRU WALL @ T-6" FOR TV FIELD VERIFY LOCATION U.N.O. E84A) 4X4 "J" BOX WITH 2" CONDUIT THRU WALL @ T-6" FOR HD CABLES FOR TV FIELD VERIFY LOCATION U.N.O, E84B) 115 V, 1 PH, D.R. MOUNTED IN CEILING FOR TV FIELD VERIFY LOCATION U.N.O. E84C) 4X4 "J" BOX WITH 2" CONDUIT MOUNTED IN CEILING" FOR HD CABLES FOR TV. FIELD VERIFY LOCATION U.N.O. E98A) ELECTRICAL CONDUIT THRU WALL @ 65" A.F.F. CONNECT TO DISH MACHINE E98B) 208 V, 3 PH, 24 KW, 67.7 AMP CONNECTION FOR ITEM #98 BUILT IN BOOSTER HEATER - RUN THROUGH 125 AMP, 3 POLE W.P. ENCLOSED DISCONNECT MOUNTED ON WALL @ 60" A.F.F. CENTERLINE OF WALL PANEL A.F.F. E98C) ELECTRICAL CONDUIT THRU WALL @ 84" A.F.F. CONNECT TO BOOSTER HEATER E99) ELECTRICIAN TO SUPPLY AND INSTALL CONTROL WIRES BETWEEN CONDENSATE HOOD FAN AND DISH MACHINE CONTROL PANEL. ELECTRICIAN TO VERIFY REQUIREMENTS WITH FABRICATOR'S PLAN E106) 115 V, 1 PH, "J" BOX @ CEILING HEIGHT. CONNECT TO ITEM #106 HOOD (FOR LIGHTS) E106A) (2 EA) ELECTRICIAN TO SUPPLY LIGHT & FAN SWITCHES @ 48" A.F.F. FOR HOOD E108) 115 V, 1 PH, "J" BOX @ CEILING HEIGHT. CONNECT TO ITEM #108 HOOD (FOR LIGHTS) E108A) 115 V, 1 PH, "J" BOX @ CEILING HEIGHT. CONNECT TO ITEM #108A HOOD (FOR LIGHTS) LENGTH: 28.00" WIDTH: 24.50" JC -1395 HEIGHT: OPTIONAL 30.00" OR 34.00" REMOTE CONDENSER SEE LIQUID REFRIG. LINE DISCHARGE REFRIG. LINE - CONDUIT TWIST -LOC Tl RECEPTACLE FLEXIBLE CONDUIT COMPRESSORS. (TYPICAL OF 2) UBER 3/8 F.P.T. ICE VY�19494N MAKING INLET C) ELECTRICIANS, PLUMBERS, & RELATED TRADES TO REFER TO DRAWING FS -2 AND FS -3 (EQUIPMENT 1/2 F.P.T. SUMP DRAIN QUAD RECEPTACLE \ -314 z O F.P.T. BIN DRAIN] BIN ICE MACS DETAL A SCALE:NTS GENERAL NOTES I ELECTRICAL SYMBOL LEGEND A) ELECTRICIAN TO SUPPLY & INSTALL CONTROL WIRES FOR WALK-INS AND ICE MACHINE BETWEEN COILS AND DUPLEX RECEPT., 20 -AMP, 120 -VOLT, GROUND TYPE, HORIZONTAL MOUNT COMPRESSORS. B) ELECTRICIAN TO RUN ALL ELECTRICAL CONDUITS OUTSIDE THE WALK-IN COOLER AND FREEZER. SIMPLEX RECEPT., 20 -AMP, 120 -VOLT, GROUND TYPE, HORIZONTAL MOUNT C) ELECTRICIANS, PLUMBERS, & RELATED TRADES TO REFER TO DRAWING FS -2 AND FS -3 (EQUIPMENT SCHEDULES). QUAD RECEPTACLE D) ELECTRICIAN TO SIZE & SUPPLY STARTER MOTORS FOR HOOD FANS. z O SPECIAL PURPOSE OUTLET, 120 -VOLT, GROUND TYPE, HORIZONTAL MOUNT E) G.C. TO PROVIDE ROOF PENETRATIONS, PITCH POCKETS, PRESSURE TREATED LUMBER, AND RESEALING OF ROOF FOR REMOTE REFRIGERATION, ELECTRICAL LINES, AND PATE CURBS FOR ITEMS #139,159,161 & 177. ODIMMER SWITCH ELECTRICAL CONTRACTOR TO PROVIDE 3/4" EMT BETWEEN ITEMS 41 (5 EA.) AND OFFICE FOR CASH REGISTER O 2 WAY SWITCH DATA CABLE, BELDEN #YR28438. CABLE IS TO BE FURNISHED AND INSTALLED BY ELECTRICIAN WITH FINAL CONNECTIONS BY REGISTER VENDOR. O JUNCTION BOX V PROVIDE QUAD RECEPTACLE AT MASTER REGISTER LOCATION "A" ADD QUAD RECEPTACLE AT OFFICE O ELECTRICAL CONDUIT, STUB AS INDICATED FOR DIRECT CONNECTION LOCATION. ALL RECEPTACLES FOR REGISTERS AND RECEPTACLE IN OFFICE TO BE ON SAME DEDICATED z 0 CIRCUIT WITH ISOLATED GROUND. Q U i" oC o �- W LL FIELD WIRING, EXPOSED RIGID WATERTIGHT CONDUIT BELDEN CABLE #YR28438 IS TO RUN FROM LOCATION "B" TO LOCATION "A" AND FROM LOCATION "C" TO LOCATION "A". CONDUIT FROM LOCATION A TO OFFICE IS TO HAVE PULL STRING ONLY - NO CABLE. ELECTRICIAN TO FEED TABLE LIMIT SWITCH FROM DISH MACHINE CONTROL PANEL - FIELD WIRING, CONCEALED IN WALL, FLOOR, OR CEILING w m z O w oc O Z V z 0 I~ Q U i" oC o �- W LL ~ M o r Lo LLJw — o ♦�^ O v , r- V) a O IMLLL Y ,^ DRAWN: AWS CHECKED: AWS/MA FS1 DATE: FS2-11 DATE: 10/17/2012 10/25/2012 SCALE: 1/4"=11-011 JOB NUMBER: 1513 SHEET NUMBER FS -4 ELECTRICAL PLAN PLUMBING NOTES P21A) 1/2" I.W. ON ITEM #21A BAR DRAINER PAN PLUMBER TO CONNECT AND RUN TO FUNNEL FLOOR P116) 314" NATURAL GAS 150,000 BTU'S @ 18" A.F.F. CONNECT TO ITEM #118 CHARBROILER -PLUMBER DRAIN TO INSTALL QUICK DISCONNECT P23) 1" I.W. ON ITEM #23 DRAIN BOARD - PLUMBER RUN TO FUNNEL FLOOR DRAIN P128) 3/4" NATURAL GAS 20,000 BTU'S @ 18" A.F.F. CONNECT TO ITEM #128 CHEESE MELTER P23A) 1" I.W. FROM ITEM #23A GDU - PLUMBER RUN TO FLOOR SINK WITH 1/2 OPEN GRATE P135) (2 EA) 1/2' H.W. (140° MIN) AND 1/2" C.W. THRU WALL @ 14" A.F.F. CONNECT TO ITEM #135 THREE I CEILING II it COMPARTMENT SINK P26) (1 EA)1/2" I.W. ON ITEM #26 COCKTAIL STATION - PLUMBER RUN TO FUNNEL FLOOR DRAIN 5" PVC I II P135A) (3 EA) 2" I.W. (PLUMBER TO MANIFOLD) ON ITEM #135 THREE COMPARTMENT SINK -PLUMBER P26A) (1 EA) 1/2" I.W. ON ITEM #26A COCKTAIL STATION - PLUMBER RUN TO FUNNEL FLOOR DRAIN RUN TO FLOOR SINK WITH 1/2 OPEN GRATE P26B) (1 EA)1/2" I.W. ON ITEM #260 COCKTAIL STATION - PLUMBER RUN TO FUNNEL FLOOR DRAIN P139A)1" I.W. ON ITEM #139 ICE MACHINE BIN - PLUMBER RUN TO FLOOR SINK WITH 112 OPEN GRATE P33) 112" H.W. AND 112" C.W. THRU BAR WALL @ 10" A.F.F. - CONNECT TO ITEM #33 ONE COMPARTMENT P140) 3/4" C.W. THRU WALL @ 78" A.F.F. CONNECT TO ITEM #140 WATER FILTER; FROM FILTER RUN 1 SINK EACH 112" C.W. TO ITEM #45 POST MIX, 1 EACH C.W. TO ICE MACHINE AND 1 EACH 1/2" C.W. TO DETAIL ITEMS #58 & 58B (BEVERAGE & BREAD COUNTER HAND SINK FAUCET), #61 AND #63 (PLUMBER TO P33A) 1 1/2" I.W. (PLUMBER TO MANIFOLD) ON ITEM #33 ONE COMPARTMENT SINK - PLUMBER RUN TO MOUNT FILTER SYSTEM TO WALL) FUNNEL FLOOR FLOOR DRAIN P144) 1/2" H.W. AND 112" C.W. THRU WALL @ 14" R.F.F. AND CONNECT TO ITEM #144 TWO P35) 1" I.W. ON ITEM #35 DRAIN BOARD - PLUMBER RUN TO FUNNEL FLOOR DRAIN COMPARTMENT PREP SINK P36) 3/4" H.W. THRU WALL @ 12" A.F.F. - CONNECT TO ITEM #36 GLASS WASHER P144A) (2 EA) 2" I.W. ON ITEM #144 TWO COMPARTMENT PREP SINK PLUMBER MANIFOLD AND RUN TO FLOOR SINK P36A) PLUMBER TO RUN I.W. TO FUNNEL FLOOR DRAIN P148) 112" H.W. (140° MIN) AND 1/2" C.W. THRU WALL @ 36" A.F.F. FOR ITEM #148A MOP SINK FAUCET P37A) 112" I.W. ON ITEM #37A BEER TAP TROUGH - PLUMBER RUN TO FUNNEL FLOOR DRAIN P149) 112" C.W. THRU WALL @ 68" A.F.F. FOR CHEMICAL MIX P40) 1/2" H.W. AND 1/2" C.W. THRU WALL @ 12" A.F.F. CONNECT TO ITEM #40 HAND SINK IN BAR P158A)1"COPPER I.W. ON ITEM #158 POTATO STEAMER -PLUMBER RUN TO FLOOR DRAIN WITH P40A) 11/2" D.W. THRU WALL @ 10" A.F.F. CONNECT TO ITEM #40 HAND SINK IN BAR ATTACHED FUNNEL P44A) 1112" I.W. ON ITEM #44A SODA DISPENSER - PLUMBER RUN TO FLOOR SINK WITH 1/2 OPEN GRATE P159) (2 EA) 3/4" I.W. ON ITEM #159 WALK-IN COOLER (COILS) - PLUMBER RUN TO FLOOR SINK WITH 1/2 �— W OPEN GRATE P45) BRANCH FROM ITEM #140 WATER FILTER, 1/2" C.W. DOWN THRU WALL @ 90" A.F.F. CONNECT TO ITEM #45 SODA SYSTEM (SUPPLIED BY SODA VENDOR) P161) V I.W. ON ITEM #161 WALK-IN FREEZER (COILS) - PLUMBER RUN TO FUNNEL FLOOR DRAIN P59) 1/2" N.W. AND 1/2" C.W. THRU WALL @ 14" A.F.F. CONNECT TO ITEM #58 BEVERAGE COUNTER P171) NOT USED P59A) 2" I.W. ON ITEM #58 BEVERAGE COUNTER - PLUMBER RUN TO FLOOR SINK WITH 1/2 OPEN GRATE P171A) NOT USED P61) 1/2" C.W. THRU WALL @ 30" A.F.F. CONNECT TO ITEM #61 WATER STATION; WATER SUPPLY FROM P177) 3/4" I.W. ON ITEM #177 KEG COOLER COILS PLUMBER TO RUN TO FLOOR SINK WITH 1/2 OPEN ITEM #140 WATER FILTER GRATE P61A) 3/4" I.W. ON ITEM #61 WATER STATION - PLUMBER RUN TO FLOOR SINK WITH 1/2 OPEN GRATE P200) PVC FLOOR DRAIN P62) 114" C.W. THRU WALL @ 48" A.F.F. CONNECT TO ITEM #62 ICE TEA BREWER WATER SUPPLY FROM P200A) CAST IRON FLOOR DRAIN WATER SOFTENER V) P201) CAST IRON FUNNEL FLOOR SINK - NO SLOPE P63) 1/4" C.W. THRU WALL @ 48" A.F.F. CONNECT TO ITEM #63 COFFEE BREWER WATER SUPPLY FROM O _ ITEM #140 WATER FILTER P201A) PVC FUNNEL FLOOR DRAIN - NO SLOPE COPPER PIPES MUST EXTEND PASTTRAP IN FLOOR P71) 11/2" D.W. THRU WALL @ 24" A.F.F. CONNECT TO ITEM #71 HAND SINK P201 B) PVC FUNNEL FLOOR SINK - NO SLOPE P71A) 1/2" H.W. AND 1/2" C.W. THRU WALL @ 26" A.F.F. CONNECT TO ITEM #71 HAND SINK P202) CAST IRON FLOOR SINK WITH 1/2 OPEN GRATE - NO SLOPE P73) 3/4" H.W. AND 314" C.W. STUB -UP THRU FLOOR AND CONNECT TO HAND SINK ON TABLE P202A) PVC FLOOR SINK WITH 1/2 OPEN GRATE - NO SLOPE P73A) 2" I.W. ON HAND SINK - PLUMBER RUN TO FLOOR SINK WITH 1/2 OPEN GRATE P204) CAST IRON 12" X 12" FLOOR SINK - NO SLOPE P73B) 1/2" H.W. AND 1/2" C.W. SURFACE MOUNT FROM MAIN FLOOR STUB OUT P205) PVC FLOOR DRAIN FOR ITEM #106 MOP SINK. VERIFY HEIGHT A.F.F. WITH G.C. P77) 314" (140 DEGREE MIN.) H.W. STUB -UP THRU FLOOR FOR ITEM #77 DIPPERWELL - PLUMBER TO P208) PVC FLOOR SINK FOR ITEM #96 SOILED DISH TABLE -NOTE: IF DIRECT WASTE IS REQUIRED FOR SURFACE MOUNT 112" SUPPLY TO INDIVIDUAL DIPPERWELLS ITEM #96 SOILED DISH TABLE THEN FLOOR SINK IS TO BE RELOCATED CLOSER TO TILE CURB, 10/17/2012 DISHWASHER SIDE (SEE FSA FOR TILE CURB LOCATION) P77A) 11/4" I.W. ON ITEM #77 DIPPER WELL - PLUMBER TO RUN TO FLOOR SINK WITH 112 OPEN GRATE 1/4" = 1'-0" JOB NUMBER: P498) 2" I.W. ON ITEM #98 DISHWASHER -PLUMBER RUN TO FLOOR SINK P96) 112" H.W. AND 112" C.W. THRU FLOOR (TIGHT TO WALL) CONNECT TO ITEM #96 SOILED DISH TABLE FS -5 PLUMBING PLAN P4119) 11/4" NATURAL GAS 245,000 BTU'S @ 18" A.F.F. CONNECT TO ITEM #119 RANGE WITH P96A) 2" I.W. ON ITEM #96 SOILED DISH TABLE - PLUMBER RUN TO FLOOR SINK CONVECTION OVEN BASE - PLUMBER TO INSTALL QUICK DISCONNECT P98A) 314" H.W. (140 DEGREES MIN.) THRU WALL @ 72" A.F.F. - CONNECT TO BUILT-IN BOOSTER HEATER P4120) 3/4" NATURAL GAS 35,000 BTU'S @ 18" A.F.F. CONNECT TO ITEM #120 CHEESE MELTER THEN RUN FROM BOOSTER HEATER TO DISHWASHER (FINAL RINSE) P4139) 318" C.W. THRU WALL @ 78" A.F.F. CONNECT TO ITEM #139 ICE MACHINE -WATER SUPPLIED P115) 3/4" NATURAL GAS 150,000 BTU'S @ 18" A.F.F. CONNECT TO ITEM #115 GRILL - PLUMBER TO FROM ITEM #140 WATER FILTER INSTALL QUICK DISCONNECT NOTE: AFTER SODA & BEER LINES ARE INSTALLED, OPENING SHOULD BE SEALED WITH URETHANE FOAM INSULATION. 5" PVC 6" PVC FOR FOR SODA BEER LINES - LINES � SEE DETAIL "F" II II I I CEILING i I II II II II II II II BAR TOP j I I I BAR TOP II II li I L~ FRONT VIEW SODA & BEER LINE BAR DETAIL B SCALE: NTS SODA CHASE SCHEDULE NOTE: AFTER SODA LINES ARE INSTALLED, OPENING GAS PIPE SHOULD BE SEALED WITH URETHANE FOAM INSULATION. TERMINATE PVC 6" ABOVE FINISHED CEILING z i INSTALLED UNDER °O < m I CEILING II it I C I II ( II I 5" PVC I II CHASE II I i I 45° SODA I I ELBOW FOUNTAIN — _ _ SCALE:NTS SODA LINE CHASE DETAIL W Ix C SCALE:NTS S-1 6" PVC PIPE STUB -OUT THRU WALL @ 15" A.F.F. TO CENTER OF PIPE SEE DETAIL "B" S_2 6" PVC PIPE STUB -OUT THRU WALL @ 18" A.F.F. TO CENTER OF PIPE SEE DETAIL "C" BEER CHASE SCHEDULE g_1 6" PVC PIPE STUB -OUT THRU FLOOR TO 6" A.F.F. -CONNECT BEER CONDUITS TO BEER FAUCET TOWER - SEE DETAIL "F" g_2 6" PVC PIPE STUB -OUT FROM CEILING DOWN THRU WALL INTO FLOOR - SEE DETAIL "B" COLD WATER IN (MAIN SUPPLY) ITEM # 140 WATER FILTER WATER ITEM # 62 SOFTENER ICED TEA BREWER "ILTERPPLIED BY VENDOR) 140* TEMPERED WATER WATER WATER HEATER HEATER ITEM # 135A & 135B 3 COMP. SINK FAUCETS ITEM # 149A MOP SINK FAUCET ITEM # 45 BAG -IN -BOX SODA SYSTEM ITEM # 63 COFFEE REM#61 WATER STATION ITEM # 59 HAND SINK FAUCET IN BEVERAGE COUNTER WATER CONNECTION SCHEMATIC SCALE:NTS P205 I ITEM # 139 ICE MACHINE ITEM # 98 DISHMACHINE BEER INSTALLATION NOTE FILL EXCESS SPACE AROUND LINES AT EACH END OF CONDUIT WITH URETHANE FOAM INSULATION TO PREVENT VERMIN ENTRY 4�-.w " PVC OR RUBBER CAP AT EACH END F LINE- HOLE TO BE CUT IN CAP TO FIT BEER NES EXACTLY - NOTE: LINES ARE TO BE CAPPED NTIL USED AND MUST BE KEPT CLEAN AND DRY FINISHED FLOOR SEAL WATER TIGHT THROUGH SLAB USE ONLY LONG SWEEPING ELBOWS AT ALL TURNS MIN. 24" RADIUS ELECTRICAL CONDUIT 6" I.D. PVC CONDUIT FOR BEER LINES BY GENERAL CONTRACTOR BEER CHASE DETAIL SCALE:NTS CAST IRON HALF GRATE DOME STRAINER I DRAIN LINE CLAMP RING , ALLIED FLOOR AIR GAP=2x"D" WATERPROOF MEMBRANE v44 V vv I cv p D f V V i_� v 17,4 o9 v CONC. ;?7 FOR SINK SIZE ANDEND OF INDIRECT WASTE TYPE, SEE PLUMBINGTO BE CUT AT 45° TO FIXTURE SCHEDULE REDUCE SPLASH AND SPEC. INDIRECT WASTE DRAIN DETAIL f L SCALE: NTS DOUBLE BEVEL SYNTHETIC MARBLE SET IN TWO PART EXPDXY THIN SET QUARRY TILE — _.d A A AO V d A .' A A 'd a• A CONC. L/ DRY FLOOR THRESHOLD DTL. SCALE:NTS PLUMBING SYMBOL LEGEND O HW -HOT WATER, OR CW -COLD WATER O GAS • WASTE, DIRECT -CONNECTED UNLESS NOTED "OPEN HUB" FLOOR DRAIN w w FLOOR SINK W/ATTACHED FUNNEL maim FLOOR SINK WITH HALF OPEN GRATE UNLESS NOTED OTHERWISE — — — FIELD CONNECTIONS • PLUMBERS, ELECTRICIANS, AND RELATED TRADES TO REFER TO DRAWING # FS -2 & FS -3 EQUIPMENT SCHEDULE. • ALL GAS COOKING EQUIPMENT TO BE SUPPLIED WITH QUICK DISCONNECTS (EXCEPT ITEM #120 CHEESE MELTER). ►m H GAS PIPE o QUICK DISCONNECT TO EQUIP. TO BE z i INSTALLED UNDER °O < m GAS LINE I C I II ( 0_j FIN. FLR. GAS CONNECTION DETAIL D SCALE:NTS S-1 6" PVC PIPE STUB -OUT THRU WALL @ 15" A.F.F. TO CENTER OF PIPE SEE DETAIL "B" S_2 6" PVC PIPE STUB -OUT THRU WALL @ 18" A.F.F. TO CENTER OF PIPE SEE DETAIL "C" BEER CHASE SCHEDULE g_1 6" PVC PIPE STUB -OUT THRU FLOOR TO 6" A.F.F. -CONNECT BEER CONDUITS TO BEER FAUCET TOWER - SEE DETAIL "F" g_2 6" PVC PIPE STUB -OUT FROM CEILING DOWN THRU WALL INTO FLOOR - SEE DETAIL "B" COLD WATER IN (MAIN SUPPLY) ITEM # 140 WATER FILTER WATER ITEM # 62 SOFTENER ICED TEA BREWER "ILTERPPLIED BY VENDOR) 140* TEMPERED WATER WATER WATER HEATER HEATER ITEM # 135A & 135B 3 COMP. SINK FAUCETS ITEM # 149A MOP SINK FAUCET ITEM # 45 BAG -IN -BOX SODA SYSTEM ITEM # 63 COFFEE REM#61 WATER STATION ITEM # 59 HAND SINK FAUCET IN BEVERAGE COUNTER WATER CONNECTION SCHEMATIC SCALE:NTS P205 I ITEM # 139 ICE MACHINE ITEM # 98 DISHMACHINE BEER INSTALLATION NOTE FILL EXCESS SPACE AROUND LINES AT EACH END OF CONDUIT WITH URETHANE FOAM INSULATION TO PREVENT VERMIN ENTRY 4�-.w " PVC OR RUBBER CAP AT EACH END F LINE- HOLE TO BE CUT IN CAP TO FIT BEER NES EXACTLY - NOTE: LINES ARE TO BE CAPPED NTIL USED AND MUST BE KEPT CLEAN AND DRY FINISHED FLOOR SEAL WATER TIGHT THROUGH SLAB USE ONLY LONG SWEEPING ELBOWS AT ALL TURNS MIN. 24" RADIUS ELECTRICAL CONDUIT 6" I.D. PVC CONDUIT FOR BEER LINES BY GENERAL CONTRACTOR BEER CHASE DETAIL SCALE:NTS CAST IRON HALF GRATE DOME STRAINER I DRAIN LINE CLAMP RING , ALLIED FLOOR AIR GAP=2x"D" WATERPROOF MEMBRANE v44 V vv I cv p D f V V i_� v 17,4 o9 v CONC. ;?7 FOR SINK SIZE ANDEND OF INDIRECT WASTE TYPE, SEE PLUMBINGTO BE CUT AT 45° TO FIXTURE SCHEDULE REDUCE SPLASH AND SPEC. INDIRECT WASTE DRAIN DETAIL f L SCALE: NTS DOUBLE BEVEL SYNTHETIC MARBLE SET IN TWO PART EXPDXY THIN SET QUARRY TILE — _.d A A AO V d A .' A A 'd a• A CONC. L/ DRY FLOOR THRESHOLD DTL. SCALE:NTS PLUMBING SYMBOL LEGEND O HW -HOT WATER, OR CW -COLD WATER O GAS • WASTE, DIRECT -CONNECTED UNLESS NOTED "OPEN HUB" FLOOR DRAIN w w FLOOR SINK W/ATTACHED FUNNEL maim FLOOR SINK WITH HALF OPEN GRATE UNLESS NOTED OTHERWISE — — — FIELD CONNECTIONS • PLUMBERS, ELECTRICIANS, AND RELATED TRADES TO REFER TO DRAWING # FS -2 & FS -3 EQUIPMENT SCHEDULE. • ALL GAS COOKING EQUIPMENT TO BE SUPPLIED WITH QUICK DISCONNECTS (EXCEPT ITEM #120 CHEESE MELTER). ►m H m z 0 W Ix O z V 0 U oI �— W O or- M O u) w w O O VJ s . g Y V) 5 O _ Lid F- ' -Y •f V) 0 DRAWN: AWS CHECKED: AWS/MA FS1 DATE: FS2-11 DATE: 10/17/2012 10/25/2012 SCALE: 1/4" = 1'-0" JOB NUMBER: 1513 SHEET NUMBER FS -5 PLUMBING PLAN GENERAL NOTES A. ALL KITCHEN AREAS SHALL HAVE PLYWOOD WALLS WITH FRP TO MEET DUROCK AT 12" A.F.F. (FIRE RATED IF REQUIRED BY CODE), EXCEPT HOOD WALLS WHICH SHALL BE 14 GAUGE GALVANIZED PANELS, 1 /2" DUROCK AND STAINLESS STEEL PANELS, COOLER SIDE OF COOLER/FREEZER WALLS TO RECEIVE 1/2" MOISTURE RESISTANT GYPSUM BOARD T01/2" DUROCK AT 12" A.F.F., AND MOP SINK TO RECEIVE DUROCK PER DETAIL A/FS-5 B. G.C. TO PROVIDE 2X8 BLOCKING AT ALL CANTILEVERED TABLE BASES. SEE ARCHITECTURAL WALL SECTIONS C. G.C. TO PROVIDE WOOD BLOCKING OF SUFFICIENT SIZE TO ANCHOR ALL TOILET PARTITIONS, LAVATORIES, ACCESSORIES, TABLE TOPS, SHELVING, ETC. THROUGHOUT BUILDING D. G.C. TO USE THIS DRAWING IN CONJUNCTION WITH THE KITCHEN EQUIPMENT DRAWINGS E. ALL DIMENSIONS ARE CLEAR HOLD DIMENSIONS AS SHOWN ****BACKING = 1/2" PLYWOOD ****BLOCKING = 2X SOLID STRUCTURAL WOOD SUPPORT WALL BACKING/BLOCKING NOTES 1) WALL BACKING FROM 108" A.F.F. DOWN TO 42" A.F.F. FOR TAKE -AWAY OVER SHELVES 2) WALL BACKING - PROVIDE STAINLESS STEEL PANELS OVER 1/2" DUROCK, OVER 14 GAUGE STEEL WALL BACKING, OVER METAL STUDS - FROM 106" A.F.F. DOWN TO FINISHED FLOOR 3) WALL BACKING FROM 126" A.F.F. DOWN TO 42" A.F.F. FOR ITEM #48 MILLWORK DISPLAY CABINET 4) WALL BLOCKING FROM 66" A.F.F. DOWN TO 30" A.F.F. FOR ITEM #169 BABY CHANGING TABLE 5) WALL BLOCKING FROM 120" A.F.F. DOWN TO 66" A.F.F. FOR ITEMS #69 BEER SYSTEM & BRACKETS 6) WALL BACKING - PROVIDE 1/2" DUROCK OVER 14 GAUGE STEEL WALL BACKING OVER METAL STUDS FROM 126" A.F.F. TO FINISHED FLOOR AT PREP SIDE OF WALL 7) WALL BACKING AT 3 -COMPARTMENT SINK SHELVING FROM 92" A.F.F. DOWN TO 76" A.F.F. 8) WALL BACKING AT HAND SINK FROM 42" A.F.F. DOWN TO 30" A.F.F. 9) WALL BACKING AT DISH SHELVES FROM 126" A.F.F. DOWN TO 63" A.F.F. C C c 7iittwlii w 0 m O w a O V O z 0 � V �" oC 0 w or_ M Lo LLj w _ 0 O • • • • fir: m 'l W V) sq::) O e• > Q W 20 DRAWN: AWS CHECKED: AWS/MA FS1 DATE: FS2-11 DATE: 10/17/2012 10/25/2012 SCALE: 1/4" = 1'-0" JOB NUMBER: 1513 SHEET NUMBER FS -6/7 WALL BACKING & RITICAL IM N i0 PUW 72 91 73C 74 3 91 74 73C 74 73C FE l'-0" SECTION 12 Uj E: "t2l 1120 "12 2 133 moil 8J�,v�"��� v� ` ~ � 000 Goo- 000 6-0" SECTION 6-0" SECTION 9'-6" SECTION 9'-2" SECTION 72 91 73C 74 3 91 74 73C 74 73C FE l'-0" SECTION 12 Uj E: "t2l 1120 "12 2 133 moil 8J�,v�"��� v� ` ~ � frr---TTn is �4�4_ 7"m �=Vr I Ul 4�u u" A COOK LINE B CHEFS COUNTER (CHEF SIDE) -0 58A 24X 77 76 83 41 59 61 00 73D 57 GK�) 0 �)7 1 DIMMER PANEL 32 CHEFS COUNTER (SERVER SIDE) SERVER EXPO LINE SCALE: 1/2" = l' -O" D SCALE: 1/2" l' -O" 77 45 13 00 10 E3 71A I E F E 71 Lo 04 E BAG -N -BOX F ICE MACHINE G DISH ROOM DISH ROOM 94C 94C m L8 11. 158 15 141 143 24X30 35 35B CD o 135 TAKE -AWAY PASS THRU PREP LINE - 2 AND 3 COMPARTMENT SINK LLI 000 Goo- 000 frr---TTn is �4�4_ 7"m �=Vr I Ul 4�u u" A COOK LINE B CHEFS COUNTER (CHEF SIDE) -0 58A 24X 77 76 83 41 59 61 00 73D 57 GK�) 0 �)7 1 DIMMER PANEL 32 CHEFS COUNTER (SERVER SIDE) SERVER EXPO LINE SCALE: 1/2" = l' -O" D SCALE: 1/2" l' -O" 77 45 13 00 10 E3 71A I E F E 71 Lo 04 E BAG -N -BOX F ICE MACHINE G DISH ROOM DISH ROOM 94C 94C m L8 11. 158 15 141 143 24X30 35 35B CD o 135 TAKE -AWAY PASS THRU PREP LINE - 2 AND 3 COMPARTMENT SINK LLI LLI o Lij Lo ULLJ 99D Dmo Ld 0 AWS AWSIMA JOB NUMBER: 1513 SHEET NUMBER FS -8 KITCHEN ELEVATIONS I I I BF1 BF2 ir t)oo i 7 F- -1 F- cl BF1 BF3 BV2 L---] L BVI TYPICAL DINING AREA CHAIRS u I L ui a SCHEDULE OF FINISHES REMARKS BV1 13 GREEN SEAT - VINYL (DINING AREA) MANUFACTURER: SYMPHONY - COLOR: SAGE BV2 13 YELLOW BOOTH SEAT - VINYL (DINING AREA) MANUFACTURER: SYMPHONY - COLOR: SAFFRON BV3 13 TAN SEAT - VINYL (BAR AREA) MANUFACTURER: RELIATEX - COLOR: TAN BFI 13 BOOTH BACK - FABRIC (BAR AREA) MANUFACTURER: MAHARAM - PATTERN: CIPHER 463010-011 DRIZZLE BF2 13 BOOTH BACK - FABRIC (DINING AREA) MANUFACTURER: MAHARAM - PATTERN: FIDDLE 466016-003 CANYON BF3 13 BOOTH BACK - FABRIC (DINING AREA) MANUFACTURER: MAHARAM - PATTERN: PRECISELY 464610-005 LODEN ir t)oo i 7 F- -1 F- cl BF1 BF3 BV2 L---] L BVI TYPICAL DINING AREA CHAIRS u I L ui a m 6 w ac O z W V Q J 0 z 0 H Q � J W orf ~ M oc Lio _ t1J w _ 0 F- O U) Q Q 0 . '• � W Ld N 0 DRAWN: AWS CHECKED: AWS/MA FS1 DATE: FS2-11 DATE: 10/17/2012 10/25/2012 SCALE: 1/4" = 1'-0" JOB NUMBER: 1513 SHEET NUMBER FS -9 FURNITURE FINISH PLAN LT2.1B 30" LT2.1 B LT2.1C LT2.1A 19" LT2.1C LT2.1 A LT19 C 19.5" 19 KA \ /-71 .5" 18.5" LT2.1A 28.5" LT2.1 B 4.5W, 3500K, WARM WHITE, 12VDC VOLTAGE, 110 DEGREE BEAM ANGLE, ALUMINUM EXTRUSION HOUSING. POWER \ / KB -1 19.25" LT2.1 26 20" LT2.1 B LT2.1 27B LT2.1B SUPPLY UL LISTED CLASS 2 12VDC TRANSFORMER. TYPICAL (4)7'-6" LENGTHS, (2)80W MEANWELL POWER SUPPLIES KB -1 L 26 B 23"LT2.1 C LT2.IA 26" SAME AS KB -1 EXCEPT FOR LOW IRON MR -16 FROSTED LENS K13-3 O SAME AS KB -1 EXCEPT WITH LINEAR SPREAD LENS. ROTATE LENS VERTICALLY TO PROTECT LIGHT HORIZONTALLY. 19" T2.1B INSTALL LENS WITH TEXTURE EXPOSED ON OUTSIDE OF FIXTURE KC -1 CON -TECH LVR 316 WITH CTR302-B-BLK TRIM, USHIO 50MR16/SP10/C (EXT 12V). USE WITH SOLITE LENS 23" LT2.1 C LT2.1 B V LT2.1 C KD 30" 23" - LT2.1A 29.25" a V oC 0 r ui KD -2 - 18.5" U) W w L 2.16 INSTALL LENS WITH TEXTURE EXPOSED ON OUTSIDE OF FIXTURE KD -4 (3) LA50-B ADJUSTABLE MOUNT 25" LT2.1 B LT2.1A (1) LAIO-B CONNECTOR 19" 19.5" '550A' PLAN '550B' PLAN '550C' PLAN ® A CEILING MOUNTED CHANDELIER DETAIL LED WAVES: MODEL LW20_2100_A22_E3G_W2700K - POWER SUPPLY LW20-1100-A-DC81514 (NON -DIMMING MODULE) LENGTH T.B.D. - LINEAR LED SURFACE MOUNTED ADHESIVE MULTI -LAMP LED TAPE WITH REMOTE DRIVERS. 120 B CROSS -FOCUS AT ARTWORK (TYP) LIGHT FIXTURE SCHEDULE FIXTURE SYMBOL DESCRIPTION/COMMENTS KA BLAIR COMPANIES: CUSTOM PART #OSH_EL_00002 LED LIGHT BAR WITH MOUNTING CLIPS AND DIMMER. 80 LUMENNV, m 4.5W, 3500K, WARM WHITE, 12VDC VOLTAGE, 110 DEGREE BEAM ANGLE, ALUMINUM EXTRUSION HOUSING. POWER SUPPLY UL LISTED CLASS 2 12VDC TRANSFORMER. TYPICAL (2)5'-8" LENGTHS, (2)80W MEANWELL POWER SUPPLIES KA -1 BLAIR COMPANIES: CUSTOM PART #OSH_EL_00001 LED LIGHT BAR WITH MOUNTING CLIPS AND DIMMER, 80 LUMEN/W, Z 0 4.5W, 3500K, WARM WHITE, 12VDC VOLTAGE, 110 DEGREE BEAM ANGLE, ALUMINUM EXTRUSION HOUSING. POWER SUPPLY UL LISTED CLASS 2 12VDC TRANSFORMER. TYPICAL (4)7'-6" LENGTHS, (2)80W MEANWELL POWER SUPPLIES KB -1 CON -TECH LVR 316 -CTR 325-B, USHIO 50MR161SP10/C (EXT 12V). USE WITH SOLITE MR -16 LENS KB -2 SAME AS KB -1 EXCEPT FOR LOW IRON MR -16 FROSTED LENS K13-3 O SAME AS KB -1 EXCEPT WITH LINEAR SPREAD LENS. ROTATE LENS VERTICALLY TO PROTECT LIGHT HORIZONTALLY. O z INSTALL LENS WITH TEXTURE EXPOSED ON OUTSIDE OF FIXTURE KC -1 CON -TECH LVR 316 WITH CTR302-B-BLK TRIM, USHIO 50MR16/SP10/C (EXT 12V). USE WITH SOLITE LENS O KC -4 V SAME AS KC -1 EXCEPT FOR HEXAGON LOUVER KD CON -TECH MCT -2116-(B), USHIO 50MR16/SP10/C (EXT 12V) WITH CLEAR LENS KD -1 0 SAME AS KD EXCEPT FOR SOLITE LENS a V oC 0 r ui KD -2 - SAME AS KD EXCEPT FOR LINEAR SPREAD LENS. ROTATE LENS VERTICALLY TO PROJECT LIGHT HORIZONTALLY. U) W w _ 0 INSTALL LENS WITH TEXTURE EXPOSED ON OUTSIDE OF FIXTURE KD -4 (3) LA50-B ADJUSTABLE MOUNT (3) STEM BARS (12", 24" AND 36" CUT TO LENGTHS- F.V.) (1) LAIO-B CONNECTOR (8) CTL1216T-B SUSPEND FROM CEILING ABOVE (8) SOLITE ABRISA LENS - USHIO 50MR16 (SP10) EXT 12V KD -M ® CON -TECH MONO -POINT ADAPTOR, MLA -19-(B). SAME AS KD EXCEPT WITH SOLITE LENS. KE LED WAVES: MODEL LW20_2100_A22_E3G_W2700K - POWER SUPPLY LW20-1100-A-DC81514 (NON -DIMMING MODULE) LENGTH T.B.D. - LINEAR LED SURFACE MOUNTED ADHESIVE MULTI -LAMP LED TAPE WITH REMOTE DRIVERS. 120 DEGREE BEAM SPREAD; LAMPS 1/2" O.C., WET LISTED. BLOOMIN' BRANDS SUPPLIED/CONTRACTOR INSTALLED KF -1 O l(RBN-CLP). (DOWN LIGHT) CON -TECH LVR 316 WITH CTR305-B-BLK TRIM - USHIO 50MR16ISP10/C(EXT 12V). USE WITH SOLITE LENS KG BL INNOVATIVE LED RIBBON LIGHTING. (7) BLUE LED HIGH DENSITY RIBBON (RBN-HD-24V-B) @ T-0". (6) MOUNTING CLIPS (2) TERMINATION LEADS @ 3'-0" EACH (RBN-TK). (1) LED DRIVER 24V, 25W (SBLT-1025-24). (1) LED PRE -DIMMER CONTROL (PWM-24V-lCH). (1) LUTRON DIMMER (NTGTV-WH-NT 0-10V). BLOOMIN' BRANDS SUPPLIED/CONTRACTOR INSTALLED LT -1 AWS/MA (PENDANT) CUSTOM PENDANT BY NAUTICAL FURNISHINGS, INC. MOUNTED AT 25" ABOVE TABLE TO BOTTOM OF SHADE. FS2-11 DATE: 10/1712012 LAMP. SATCO S4500 LT2.1A 1/4" =1'-0" PENDANT IS INTEGRATED WITH CEILING FEATURE. LAMP: EDISON SQUIRREL CAGE 40W 1513 SHEETNUMBER FS -1 0 LT2.lB TT PENDANT IS INTEGRATED WITH CEILING FEATURE. LAMP: EDISON HAIRPIN 40W LT2.1C PENDANT IS INTEGRATED WITH CEILING FEATURE. LAMP: EDISON QUAD LOOP 40W LT -3 PENDANT IS INTEGRATED WITH CEILING PANEL. A, B, AND C DESIGNATE MOUNTING HEIGHT PRESET BY NAUTICAL FURNISHINGS INC. LAMP: SATCO CROWN CHROME A6019 T1 T1 -TRACK -CON -TECH MLT -4-B. (4'-0") TRACK T2 T1 -TRACK -CON -TECH MLT -6-B. (6'-0") TRACK rL OF WALL Lu m Z 0 O z 000"""\ V Z 0 a V oC 0 r ui ~ M 0 r - Lo U) W w _ 0 O U) .ti Ld c) icy .s O LiJ F- V) DRAWN: AWS CHECKED: AWS/MA FSI DATE: FS2-11 DATE: 10/1712012 10/25/2012 SCALE: 1/4" =1'-0" JOB NUMBER: 1513 SHEETNUMBER FS -1 0 DECOR & TABLE I HTI G PLAN P 21 P I RA -33 RA -3 P-7-15 RA -4 KA rRA-5 -1X4 TRIM STAIN TO MATCH WAINSCOT RA -39 VIM F PQEQ - - - - - - j - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RA -10 IK== 2-1 A4, jEQ E C? 01 FP- 1-21 N, I j ............. 11 FT" 11 -j ................................ ......................... ... ......... ........... I ............................ .......... ... ............ ................................................ ....... o . . . . . . . . . . . . . . . . . v— ........................ ........ ........ M-10 ]JE jEQ t77 .................................. . ................ I ..... ........... ................... ...... .............. ........ L] H IL ACUSTOMER WAITING DINING ELEVATION BAR CUSTOMER WAITING ELEVATION SCALE: 1/4" V-0" B SCALE: 1/4" 1'-0" rP---1-21 RA -36A RA -6 M -36A M -34A FP --1-21 u ANGLED WALL i, P-12 FM -35 RA -20 RA -2 RA -1 RA- RA -26 RA -27 T =a — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — - F -T EQ iL _EQ E I 1, EQ EQ 1-0 0� :Q EQ STEAK FRESH EQ ol 2 - ' , ART RT CY IT elm 9 DINING BAR ELEVATION DINING ELEVATION SCALE: 1/4" V-0" D SCALE: 1/4" 1'-0" If 2� 200A 3" 12" 200 V- 161 L 520B 20C 520D 20P ............. ................ ... ............. .................................... ....................... . .......................................................... ........... .............. .... ..................................... ... ... ... ............ o .... ............................. ..................... ............................ ................. ................................. . . ............ ................................. . . . . . . . . . .......... .............. ................................. * ..... . ............. .... ....................................................... 11 .................... .................... ............................. ................. .... ............ ... ................................. .............................. ...... .... I., ............... .......... I ... .... ......................................................... ..................... ... ...................... I ...... . . ............ ................................ . . . . . . . . . . ... ................ ... .... ...... ......................... ........ ................................ ................................... ........... ............ ......................... ........... . 7.7.1.7. DINING CUSTOMER WAITING ELEVATION CUSTOMER WAITING ELEVATION DINING ELEVATION DINING ELEVATION SCALE: 1/4" 1'-0" F SCALE: 1/4"= 1'-0" G SCALE: 1/4" 1'-0" SCALE: 1/4" V-10" Q51 =9 9 STORAGECABINET ELEVATION TAKE -AWAY CABINET ELEVATION SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-o" w F- Lij Lo 0 U) LLj V) 0 m Ld V) DRAWN: AWS HE D: AWS/MA FS1 DATE: FS2-11 DATE: 10117/2012 10/25/2012 SCALE: 1/4" = 1 1-01, JOB NUMBER: 1513 SHEET NUMBER FS -1 1 ARTWORK ELEVATIONS VERTICAL FIRE RISER w/FDC, VERIFY FDC LOCATION w/FIRE MARSHALL FIRE PROTECTION PLAN 1/4• - Y -W RENOR�HCE NOTES: 1. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, FABRICATION AND INSTALLATION OF THE NEW SPRINKLER SYSTEM. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. INSTALLATION OF THE APPROPRIATE SPRINKLER HEADS B. INSTALLATION OF THE APPROPRIATE PIPING AND HANGERS. C. INSTALLATION OF THE ALARM CHECK VALVE ASSEMBLY. D. INSPECTOR'S TEST CONNECTION. E. BACKFLOW PREVENTION IF REQUIRED BY LOCAL AUTHORITIES. F. SERVICE LINE & SIZING. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING THE EXISTING WATER MAIN TO DETERMINE THE SYSTEM PRESSURES & FLOW. 3. SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF ALL OTHER TRADES WHEN PLANNING AND INSTALLING PIPING. 4. RESTAURANT AREAS TO BE DESIGNED FOR HAZARD AS PER NFPA 13. 5. SPRINKLER SYSTEM TO CONFORM TO LOCAL AND STATE CODES AND NFPA #13. 6. FIRE PROTECTION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS & CALCULATIONS TO OWNER AND LANDLORD, OWNER'S AMD LANDLORD'S INSURANCE CARRIER, STATE & LOCAL CODE OFFICIALS (IE: FIRE MARSHALL/ BUILDING DEPT.) FOR APPROVAL PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE THE APPROPRIATE NUMBER OF COPIES AS REQUIRED. 7. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND LABOR BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED IF THEY COULD HAVE BEEN FORESEEN HAD PROPER EXAMINATION BEEN MADE. 8. CONTRACTOR TO VERIFY CEILING HEIGHTS. HEADS SHALL BE INSTALLED FOR HEIGHTS CALLED OUT ON ROOM FINISH SCHEDULE. 9. CONTRACTOR SHALL SUPPLY TO ARCHITECT RECORD COPY OF INSTALLATION DRAWINGS AND CALCULATIONS WITH STAMPED APPROVAL AND APPROVAL LETTER FROM STATE AND LOCAL OFFICIALS AND OWNER'S INSURANCE CARRIER. CONTRACTOR SHALL ALSO PROVIDE ARCHITECT WITH SIGNED COPIES OF ALL TEST CERTIFICATES. 10. PROVIDE WIRE GUARDS ON SPRINKLER HEADS IN COOLER & FREEZER. 11. PROPERLY FILL ANY PENETRATION WITH FOAM TO PREVENT ANY AIR OR CONDENSATION LEAK. 12. CONTRACTOR TO INSTALL DRY PENDANTS IN ALL AREAS SUBJECT TO POTENTIAL FREEZING. 13. FIRE PROTECTION SHALL SUBMIT PLANS AND HYDRAULIC CALCULATIONS TO FIRE MARSHALL. A PERMIT IS REQUIRED BEFORE WORK STARTS. ALL TESTS ARE TO BE WITNESSED BY A FIRE INSPECTOR. DO NOT COVER UP UNDERGROUND UNTIL ALL INSPECTIONS AND TESTING HAVE BEEN COMPLETED. 14. FIRE PROTECTION CONTRACTOR SHALL PROVIDE FREEZE PROOF SPRINKLER SYSTEM FOR PATIO AREA IF REQUIRED BY BUILDING DEPARTMENT. SPECIFICATIONS SECTION 15550 — SPRINKLER SYSTEM SPECIFICATIONS 1. SCOPE OF WORK A. Work included under this Section consists of providing labor, materials, appliances, equipment, tools, transportation, superintendent and services required to construct and install a sprinkler system as specified, indicated and elsewhere required. B. The sprinkler system specified herein is required to meet the Local Building Code. C. Refer to Section 15400, PLUMBING, for piping and check valves. 2. PRODUCTS A. HANGERS (1) Hangers must meet NFPA approved type for construction used. B. SPRINKLERS (1) Sprinklers shall be approved automatic spray sprinklers to comply with NFPA 13. Sprinklers shall be of operating temperature as required by NFPA and the Fire Marshal's Office. Provide approved metal cabinet with number of replacement heads of various types and quantities as required by Insuring Agency. (2) Semi—recessed sprinklers with 1/2" discharge orifice in finished areas where sprinklers are exposed to the public. (3) Standard chrome pendant sprinklers with short escutcheon (1/2*) 1/2" discharge orifice in kitchen At serve areas. C. WATER FLOW INDICATOR (1) Provide an electric water flow indicator where indicated and/or required by the authorities having jurisdiction. Water flow indicator shall be provided with time delay mechanism which absorbs fluctuation caused by water surges. Switches shall be wired compatible with solenoid valve installed in domestic water line. 3. EXECUTION A. INSTALLATION (1) Drawings were prepared with intent that all lines clear obstructions as pipes, beams, lights, hangers and similar items. Examine building and plans confirming dimensions before pipe is cut, fabricated and/or installed, to determine if offsets are necessary. Where required, offsets shall be made without additional cost to Owner. (2) Following general scheme shall be employed when locating sprinkler heads unless restricted by Rules and regulating bodies. (3) Unless otherwise indicated, conceal piping in finished portions of building and expose elsewhere. Locate concealed piping in furrings, pipe spaces, chases and above suspended ceilings. Install exposed piping parallel or perpendicular to walls. (4) Lines at or above ceilings shall be held as high as possible and be run to avoid conflicts. Include fittings and material required to accomplish this result. (5) Provide sleeves for piping passing through floors, ceilings and masonry of concrete walls. Locate, set and anchor sleeves. (6) Provide lintels required to properly complete sprinkler installation. (7) Provide plates on lines passing through floors, ceiling or walls. (8) Hangers must be properly spaced and secured to building structure to adequately support lines. Support from suspended ceilings and/or similar construction will not be accepted. (9) Devices shall be in accordance with Rules and Regulations of NFPA and Insuring Agency and shall bear their label of approval. (10) Reducing bushings are not permitted in more than one outlet of any tee or any two outlets of any cross. Bushings are not permitted in any elbows or when the reduction in size of the outlet no less than 1/2". (11)Install check valve where indicated on plans. B. TESTING (1) Test systems under normal operating conditions and demonstrate that parts are functioning properly. Conduct tests and secure final certificates of approval. Deliver copies of Certificates to Owner/Engineer & Landlord. (2) Test shall include but not be limited to the following: (3) Two hour, 200 pound hydrostatic test aboveground system. (4) Include cost and run such tests as may be necessary to demonstrate that equipment equals or exceeds capacities specified upon request. (5) Notify Architect/Engineer twenty—four hours before testing. CODE NOTE kn P 7%, M Sotithland Drive - Lexington, KY 40503 859-270-2008 - BW276-2901 Facsimile Seal DP3 ARCHITECTS DP3 MMrr CMS LTD. 211 Eaet Broad 8h+est OrO 11011K SC 20001 T. 964.=.O= F.804M2.7a87 www.DP3wahN@o2L*orn Project :OUTPH �4K: Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions Fire Protection Plan THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE THE NECESSARY ENGINEERING FIRE PROTECTION DRAWINGS IN ACCORDANCE WIiH IBC &ITS APPLICABLE SECTIONS. THIS SHALL INCLUDE DRAWINGS FOR APPROVAL BY THE LOCAL AUTHORITY FP1m0 HAVING JURISDICTION REQUIRING ENGINEERING CERTIFICATION &SUBMISSION FOR THE PERMITS AND APPROVALS 0 THE LOCAL &STATE LEVEL. 3 06 -- ---- G I 4 2 28 x2 _ -- '�-1 G 400 D �r �I �"\� A- it-- --- _° is 5 - J 3i 1 ..�,w...-,.,,.: .. .. ..: ._.L......... ....._._.. ._ ..r.;.„ : : 7�.EF 1 30 29 _ x6 0 �cE n I - -- _ . ;I ______. 4 x28 ao' . ..„_ 5 D25_RTU-434 D Es� ;ru; is p- �.... ..3�: ..:.... ... .. MECHANICAL PLAN 1/4• - 1-0• 40 D4O MECHANICAL PLAN NOTES: 1. ROOFTOP UNIT ON FULL PERIMETER ROOF CURB. REFER TO MECHANICAL ROOF PLAN. 2. SUPPLY AIR DUCT FROM UNIT ON ROOF. 3. RETURN AIR DUCT FROM UNIT ON ROOF. 4. DUCTWORK LOCATED ABOVE FINISHED CEILING. COORDINATE W/ STRUCTURE. 5. MAINTAIN NEC CLEARANCE TO ELECTRICAL GEAR, TYPICAL 6. PROVIDE MANUAL BALANCING DAMPER, TYP. 7. DUCT TO RUN ABOVE HARD CEILING. 8. RESTROOM EXHAUST FAN ON ROOF. REFER TO MECHANICAL ROOF PLAN. 9. RESTROOM EXHAUST DUCT UP TO FAN ON ROOF, COORDINATE W/ STRUCTURE. 10. SLOPE HOOD EXHAUST DOWN 0 1/4" PER FT TO PANT LEG. 11. RETURN AIR DUCT RISE TO RUN BETWEEN TRUSSES, BELOW BEAM. 12. KITCHEN HOOD EXHAUST FAN ON ROOF. REFER TO MECHANICAL ROOF PLAN. 13. DISHWASHER EXHAUST FAN ON ROOF. REFER TO MECHANICAL ROOF PLAN. 14. KITCHEN HOOD EXHAUST DUCT UP TO FAN ON ROOF. COORDINATE WITH STRUCTURE. DUCT SHALL BE ENCAPSULATED WITH EXHAUST DUCT WRAP IF REQUIRED BY CODE. REFER TO DETAIL ON SHEET M4.1. 15. KITCHEN EXHAUST HOOD DUCT DOWN TO HOOD COLLAR. WELD DUCT ELBOW TO HOOD COLLAR. TYPICAL. REFER TO HOOD DRAWINGS, SHEET M4.1. 16. CEILING MOUNTED RESTROOM EXHAUST FAN CONTROLLED W/ LIGHTS. COORDINATE W/ E.C. 17. KITCHEN EXHAUST HOOD FURNISHED BY OWNER, INSTALLED BY MECHANICAL CONTRACTOR TYPICAL OF 4. REFER TO SHEET M4.1. 18. DISHWASHER EXHAUST DUCT UP TO FAN ON ROOF. DUCTWORK SHALL BE STAINLESS STEEL SEALED LIQUID TIGHT. OFFSET TO PANT LEG. 19. PROVIDE COMBINATION TEMPERATURE & HUMIDITY SENSOR ON WALL 0 54" AFF. INTERLOCK W/ THERMOSTAT IN OFFICE. 20. PERFORATED GRILLE PER DETAIL ON SHEET M5.0. TYPICAL FOR THIS DEVICE. 21. PANT LEG DISHMACHINE CONNECTION. TYP. X 2. REFER TO DETAIL ON M5.0. 22. T -STATS FOR REMOTE SENSORS, MOUNT VERTICAL 0 54" A.F.F. IN OFFICE. REFER TO DETAIL ON SHEET M5.0. 23. REFER TO PLUMBING DRAWINGS FOR COMBUSTION VENTING OF WATER HEATERS. 24. DUCT MOUNTED SMOKE DETECTOR FOR UNIT SHUT DOWN. DETECTOR SHALL ACTIVATE A VISIBLE & AUDIBLE SUPERVISORY SIGNAL 0 A CONSTANTLY ATTENDED LOCATION. TYPICAL 25. DUCTWORK TO RUN BETWEEN ROOF STRUCTURE AS HIGH AS POSSIBLE. 26. EXHAUST DUCT UP TO GOOSENECK ON ROOF, REFER TO MECHANICAL ROOF PLAN. 27. KITCHEN HOOD EXHAUST DUCT SHALL BE 16 GA. EXTERNALLY WELDED LIQUID TIGHT BLACK IRON. TYPICAL. 28. PROVIDE SPLITTER DAMPER W/ TURNING VANES. TYPICAL. 29. ROOFTOP UNIT SMOKE DETECTOR RESETS, MOUNTED ON WALL ABOVE HEADER. 30. DUCT TO RISE TO RUN ABOVE HIGH CEILING IN WAITING AREA. REFER TO ARCHITECTURAL DRAWINGS FOR SECTION TROUGH THIS AREA. 31. MAKE-UP SUPPLY AIR CONNECTION TO PLENUM ON HOOD. REFER TO HOOD DRAWINGS, SHEET M4.1 TYPICAL. 32. DUCT TO DROP DOWN TO RUN BELOW ROOF TRUSSES AND ABOVE FINISHED CEILING. 33, LINEAR SLOT DIFFUSERS LOCATED IN HIGH CEILING. COORDINATE WITH CEILING STRUCTURE AND ARCHITECTURAL DRAWINGS. DIFFUSER TO BE CONTINUOUS. COORDINATE SUPPORT FOR DEVICES WITH THE G.C. 34. PROVIDE THERMOSTAT REMOTE SENSOR ON WALL AT 54" A.F.F. INTERLOCK WITH THERMOSTAT IN OFFICE. 35. MAKE-UP AIR UNIT ON ROOF. REFER TO MECHANICAL ROOF PLAN. INTERLOCK WITH HOOD CONTROLS. REFER TO HOOD DRAWINGS, SHEETS M4.1 AND M4.2. 36. MAKE-UP AIR DUCT UP TO UNIT ON ROOF. 37, SIDEWALL REGISTER TO BE PAINTED TO MATCH WALL, TYPICAL OF 2. COORDINATE WITH ARCHITECTURAL ELEVATIONS, BRANCH DUCT SIZING CHART CFM RANG BRANCH DUCT SIZE 0TO74 60 75 TO 170 TO 171 TO 300 10"0 301 TO 500 12"0 501 TO 650 14"0 651 TO 750 16"0 ... t» i. _;;__ MECHANICAL PLAN 1/4• - 1-0• 40 D4O MECHANICAL PLAN NOTES: 1. ROOFTOP UNIT ON FULL PERIMETER ROOF CURB. REFER TO MECHANICAL ROOF PLAN. 2. SUPPLY AIR DUCT FROM UNIT ON ROOF. 3. RETURN AIR DUCT FROM UNIT ON ROOF. 4. DUCTWORK LOCATED ABOVE FINISHED CEILING. COORDINATE W/ STRUCTURE. 5. MAINTAIN NEC CLEARANCE TO ELECTRICAL GEAR, TYPICAL 6. PROVIDE MANUAL BALANCING DAMPER, TYP. 7. DUCT TO RUN ABOVE HARD CEILING. 8. RESTROOM EXHAUST FAN ON ROOF. REFER TO MECHANICAL ROOF PLAN. 9. RESTROOM EXHAUST DUCT UP TO FAN ON ROOF, COORDINATE W/ STRUCTURE. 10. SLOPE HOOD EXHAUST DOWN 0 1/4" PER FT TO PANT LEG. 11. RETURN AIR DUCT RISE TO RUN BETWEEN TRUSSES, BELOW BEAM. 12. KITCHEN HOOD EXHAUST FAN ON ROOF. REFER TO MECHANICAL ROOF PLAN. 13. DISHWASHER EXHAUST FAN ON ROOF. REFER TO MECHANICAL ROOF PLAN. 14. KITCHEN HOOD EXHAUST DUCT UP TO FAN ON ROOF. COORDINATE WITH STRUCTURE. DUCT SHALL BE ENCAPSULATED WITH EXHAUST DUCT WRAP IF REQUIRED BY CODE. REFER TO DETAIL ON SHEET M4.1. 15. KITCHEN EXHAUST HOOD DUCT DOWN TO HOOD COLLAR. WELD DUCT ELBOW TO HOOD COLLAR. TYPICAL. REFER TO HOOD DRAWINGS, SHEET M4.1. 16. CEILING MOUNTED RESTROOM EXHAUST FAN CONTROLLED W/ LIGHTS. COORDINATE W/ E.C. 17. KITCHEN EXHAUST HOOD FURNISHED BY OWNER, INSTALLED BY MECHANICAL CONTRACTOR TYPICAL OF 4. REFER TO SHEET M4.1. 18. DISHWASHER EXHAUST DUCT UP TO FAN ON ROOF. DUCTWORK SHALL BE STAINLESS STEEL SEALED LIQUID TIGHT. OFFSET TO PANT LEG. 19. PROVIDE COMBINATION TEMPERATURE & HUMIDITY SENSOR ON WALL 0 54" AFF. INTERLOCK W/ THERMOSTAT IN OFFICE. 20. PERFORATED GRILLE PER DETAIL ON SHEET M5.0. TYPICAL FOR THIS DEVICE. 21. PANT LEG DISHMACHINE CONNECTION. TYP. X 2. REFER TO DETAIL ON M5.0. 22. T -STATS FOR REMOTE SENSORS, MOUNT VERTICAL 0 54" A.F.F. IN OFFICE. REFER TO DETAIL ON SHEET M5.0. 23. REFER TO PLUMBING DRAWINGS FOR COMBUSTION VENTING OF WATER HEATERS. 24. DUCT MOUNTED SMOKE DETECTOR FOR UNIT SHUT DOWN. DETECTOR SHALL ACTIVATE A VISIBLE & AUDIBLE SUPERVISORY SIGNAL 0 A CONSTANTLY ATTENDED LOCATION. TYPICAL 25. DUCTWORK TO RUN BETWEEN ROOF STRUCTURE AS HIGH AS POSSIBLE. 26. EXHAUST DUCT UP TO GOOSENECK ON ROOF, REFER TO MECHANICAL ROOF PLAN. 27. KITCHEN HOOD EXHAUST DUCT SHALL BE 16 GA. EXTERNALLY WELDED LIQUID TIGHT BLACK IRON. TYPICAL. 28. PROVIDE SPLITTER DAMPER W/ TURNING VANES. TYPICAL. 29. ROOFTOP UNIT SMOKE DETECTOR RESETS, MOUNTED ON WALL ABOVE HEADER. 30. DUCT TO RISE TO RUN ABOVE HIGH CEILING IN WAITING AREA. REFER TO ARCHITECTURAL DRAWINGS FOR SECTION TROUGH THIS AREA. 31. MAKE-UP SUPPLY AIR CONNECTION TO PLENUM ON HOOD. REFER TO HOOD DRAWINGS, SHEET M4.1 TYPICAL. 32. DUCT TO DROP DOWN TO RUN BELOW ROOF TRUSSES AND ABOVE FINISHED CEILING. 33, LINEAR SLOT DIFFUSERS LOCATED IN HIGH CEILING. COORDINATE WITH CEILING STRUCTURE AND ARCHITECTURAL DRAWINGS. DIFFUSER TO BE CONTINUOUS. COORDINATE SUPPORT FOR DEVICES WITH THE G.C. 34. PROVIDE THERMOSTAT REMOTE SENSOR ON WALL AT 54" A.F.F. INTERLOCK WITH THERMOSTAT IN OFFICE. 35. MAKE-UP AIR UNIT ON ROOF. REFER TO MECHANICAL ROOF PLAN. INTERLOCK WITH HOOD CONTROLS. REFER TO HOOD DRAWINGS, SHEETS M4.1 AND M4.2. 36. MAKE-UP AIR DUCT UP TO UNIT ON ROOF. 37, SIDEWALL REGISTER TO BE PAINTED TO MATCH WALL, TYPICAL OF 2. COORDINATE WITH ARCHITECTURAL ELEVATIONS, BRANCH DUCT SIZING CHART CFM RANG BRANCH DUCT SIZE 0TO74 60 75 TO 170 TO 171 TO 300 10"0 301 TO 500 12"0 501 TO 650 14"0 651 TO 750 16"0 RENORTHCE Seal din W 7r"ir, VZ X39 &MMand Drive - Lexington, KY 40503 859-276-2006 - 859.276-2901 FaoeimOe DP3 ARCHITECTS DP9 ARCHITLCTB, LTD. 911 Ead Broad Shoot Ggeervvft, 8C 99M T.864.232MW F.884.M.7687 www.DP9wd*@ad.00m Project -0U_TpJ)hC S T plK: Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions Mechanical Plan RTU -1 RTU -3 i 1 RE MECHANICAL ROOF PLAN NORTHCE 1/4• , 1-W MECHANICAL ROOF PLAN NOTES: (D EXHAUST FAN, MOUNTED ON A FULL PERIMETER INSULATED ROOF CURB, COORDINATE EXACT LOCATION WITH STRUCTURE. 20 ROOFTOP UNIT, MOUNTED ON FULL PERIMETER, INSULATED ROOF CURB, COORDINATE EXACT LOCATION WITH STRUCTURE. O3 SUPPLY AIR DUCT DOWN THROUGH ROOF. REFER TO MECHANICAL PLAN FOR SIZE AND CONTINUATION. ® DISHWASHER PANTLEG EXHAUST FAN. INTERLOCK WITH DISHWASHER CONTROLS. COORDINATE EXACT LOCATION WITH STRUCTURE. O5 STAINLESS STEEL DISHWASHER EXHAUST DUCT, REFER TO MECHANICAL PLAN FOR SIZE AND CONTINUATION. COORDINATE WITH STRUCTURE. © KITCHEN HOOD EXHAUST FAN ON FULL PERIMETER ROOF CURB (APPROVED TYPE), PROVIDE NFPA-96 DUCTWORK AND CLEARANCES, COORDINATE FLASHING AND WEATHERPROOFING WITH G.C., COORDINATE EXACT LOCATION WITH G.C. O7 CONDENSING UNIT FOR ICE MACHINE, FURNISHED BY KITCHEN EQUIPMENT SUPPLIER, INSTALLED BY M.C. ® KITCHEN HOOD BELOW. 9O 16 GA. WELDED BLACK IRON EXHAUST DUCT, REFER TO SHEET M1.0, PROVIDE PROPER CLEARANCES. REFER TO MECHANICAL PLAN FOR SIZE AND CONTINUATION. 10 EXHAUST DUCT DOWN, REFER TO MECHANICAL FLOOR PLAN FOR SIZE AND CONTINUATION. COORDINATE WITH STRUCTURE. 11 WATER HEATER FLUES VENTED THRU ROOF. REFER TO PLUMBING DRAWINGS. BY PLUMBING CONTRACTOR. CONTRACTOR SHALL COORDINATE ROOF WORK WITH THE GENERAL CONTRACTOR. TYPICAL. 12 CONDENSING UNITS FOR WALK-IN BOX, FURNISHED BY KITCHEN EQUIPMENT SUPPLIER INSTALLED BY M.C. 13 PROVIDE ROOF RAIL SUPPORT FOR REFRIGERATION CONDENSING UNIT. 14 REFRIGERANT LINES DOWN THROUGH ROOF. PROVIDE CURB PENETRATION PER DETAIL ON SHEET M5.0. 15 PROVIDE TRAPPED CONDENSATE LINE, SPILL TO SPLASH PAD. REFER TO CONDENSATE PIPING DETAIL. 16 MAKE-UP AIR UNIT, MOUNTED ON A FULL PERIMETER INSULATED ROOF CURB. UNIT FURNISHED WITH THE HOOD EXHAUST FANS AND INSTALLED BY THE MECH. CONTRACTOR. 17 EXHAUST GOOSENECK FOR EMPLOYEE RESTROOM EXHAUST FAN. PROVIDE ROOF CURB FOR PENETRATION. COORDINATE W/ G.C. 18 RETURN AIR DUCT DOWN THRU ROOF. REFER TO MECHANICAL PLAN FOR SIZE AND CONTINUATION. COORDINATE WITH STRUCTURE. 19 MAKE-UP AIR DUCT DOWN THROUGH ROOF. REFER TO MECHANICAL PLAN FOR CONTINUATION AND SIZE. 20 GAS LINE EXPOSED ON ROOF. COAT PIPING WITH 3 COATS OF A RUSTPROOF PAINT TO MATCH ROOF. 21 GAS CONNECTION TO UNIT. TO INCLUDE UNION, GAS VALVE AND DIRT LEG. Seal DP3 ARCHITECTS OM AFMffNM. LID. 211 &M Snood SbvW areenvft SC OW T.OU.M.8000 F.884.Z .MW wwW.DPSor .0= Project :0U.T1I�►4K: Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions Mechanical Roof Plan and Notes M2.0 CHEMLINK PRODUCTS 353 EAST LYONS SCHOOLCRAFT, MI 49087 DISPOSABLE 800-826-1681 ROOF -TOP PACKAGE A/UIT \� FILTER BRACKET ANCHORED PROVIDE HOLD DOWN AIRCRAFT ;, TO PIPE SUPPORT TYPE CABLES WITH MASON SOBPIPING UNION ANCHORS ATTACHED TO UNIT & �` - ---- INTAKE WITH GRADE A307 OR ,? EF -4 SCH 40 PVC BETTER BOLTS 77 OPEN WNT ROOF --- --- Z ------------------------------------------------------ ---------------.-..------ - - - -- -- ----- -- --- -- -- --- --- --- -- _- --- --- -- - - -- --- --- -- - - ..---------------------------------------------------------------------------------------------------------- - - ---- - _._ ... - - ---- - - - ... - - --------------------------------- _...-_-_-------------- _--------------------- -------------------- CHEMLINK ADVANCED ARCHITECTURAL PRODUCTS 'KNUCKLEHEAD" MECHANICAL N SUPPORT UNIT CONDENSATE (? SA. & RA. DUCTS DTR. SUPPORTPIPE HORED TO CONNECTION WITH 1" ACOUSTICAL FACTORY CURB ROOF WITH CHEMLINK M 1STRUCTURAL LINING (TYP) LEVELED & IN- ADHESIVE/SEALANT. ADHESIVE TO BE STALLED BY G.C. EXTENDED PAST BASE OF SUPPORT (1-1/2" MIN.) -..&---PLASTIC SPLASH PAD 1 ROOFTOP UNIT ELEVATION 2 PIPE SUPPORT DETAIL 3 CONDENSATE PIPING DETAIL M2.0NO SCALE M2.m NO SCALE M2.0NO SCALE RTU -1 RTU -3 i 1 RE MECHANICAL ROOF PLAN NORTHCE 1/4• , 1-W MECHANICAL ROOF PLAN NOTES: (D EXHAUST FAN, MOUNTED ON A FULL PERIMETER INSULATED ROOF CURB, COORDINATE EXACT LOCATION WITH STRUCTURE. 20 ROOFTOP UNIT, MOUNTED ON FULL PERIMETER, INSULATED ROOF CURB, COORDINATE EXACT LOCATION WITH STRUCTURE. O3 SUPPLY AIR DUCT DOWN THROUGH ROOF. REFER TO MECHANICAL PLAN FOR SIZE AND CONTINUATION. ® DISHWASHER PANTLEG EXHAUST FAN. INTERLOCK WITH DISHWASHER CONTROLS. COORDINATE EXACT LOCATION WITH STRUCTURE. O5 STAINLESS STEEL DISHWASHER EXHAUST DUCT, REFER TO MECHANICAL PLAN FOR SIZE AND CONTINUATION. COORDINATE WITH STRUCTURE. © KITCHEN HOOD EXHAUST FAN ON FULL PERIMETER ROOF CURB (APPROVED TYPE), PROVIDE NFPA-96 DUCTWORK AND CLEARANCES, COORDINATE FLASHING AND WEATHERPROOFING WITH G.C., COORDINATE EXACT LOCATION WITH G.C. O7 CONDENSING UNIT FOR ICE MACHINE, FURNISHED BY KITCHEN EQUIPMENT SUPPLIER, INSTALLED BY M.C. ® KITCHEN HOOD BELOW. 9O 16 GA. WELDED BLACK IRON EXHAUST DUCT, REFER TO SHEET M1.0, PROVIDE PROPER CLEARANCES. REFER TO MECHANICAL PLAN FOR SIZE AND CONTINUATION. 10 EXHAUST DUCT DOWN, REFER TO MECHANICAL FLOOR PLAN FOR SIZE AND CONTINUATION. COORDINATE WITH STRUCTURE. 11 WATER HEATER FLUES VENTED THRU ROOF. REFER TO PLUMBING DRAWINGS. BY PLUMBING CONTRACTOR. CONTRACTOR SHALL COORDINATE ROOF WORK WITH THE GENERAL CONTRACTOR. TYPICAL. 12 CONDENSING UNITS FOR WALK-IN BOX, FURNISHED BY KITCHEN EQUIPMENT SUPPLIER INSTALLED BY M.C. 13 PROVIDE ROOF RAIL SUPPORT FOR REFRIGERATION CONDENSING UNIT. 14 REFRIGERANT LINES DOWN THROUGH ROOF. PROVIDE CURB PENETRATION PER DETAIL ON SHEET M5.0. 15 PROVIDE TRAPPED CONDENSATE LINE, SPILL TO SPLASH PAD. REFER TO CONDENSATE PIPING DETAIL. 16 MAKE-UP AIR UNIT, MOUNTED ON A FULL PERIMETER INSULATED ROOF CURB. UNIT FURNISHED WITH THE HOOD EXHAUST FANS AND INSTALLED BY THE MECH. CONTRACTOR. 17 EXHAUST GOOSENECK FOR EMPLOYEE RESTROOM EXHAUST FAN. PROVIDE ROOF CURB FOR PENETRATION. COORDINATE W/ G.C. 18 RETURN AIR DUCT DOWN THRU ROOF. REFER TO MECHANICAL PLAN FOR SIZE AND CONTINUATION. COORDINATE WITH STRUCTURE. 19 MAKE-UP AIR DUCT DOWN THROUGH ROOF. REFER TO MECHANICAL PLAN FOR CONTINUATION AND SIZE. 20 GAS LINE EXPOSED ON ROOF. COAT PIPING WITH 3 COATS OF A RUSTPROOF PAINT TO MATCH ROOF. 21 GAS CONNECTION TO UNIT. TO INCLUDE UNION, GAS VALVE AND DIRT LEG. Seal DP3 ARCHITECTS OM AFMffNM. LID. 211 &M Snood SbvW areenvft SC OW T.OU.M.8000 F.884.Z .MW wwW.DPSor .0= Project :0U.T1I�►4K: Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions Mechanical Roof Plan and Notes M2.0 ------------ ----- ---- ------ ------------------ -_----- ---------- ---- ------------- / ----- - ---- EF -4 i HOOD #4 8 fi RTU -1 RTU -3 i 1 RE MECHANICAL ROOF PLAN NORTHCE 1/4• , 1-W MECHANICAL ROOF PLAN NOTES: (D EXHAUST FAN, MOUNTED ON A FULL PERIMETER INSULATED ROOF CURB, COORDINATE EXACT LOCATION WITH STRUCTURE. 20 ROOFTOP UNIT, MOUNTED ON FULL PERIMETER, INSULATED ROOF CURB, COORDINATE EXACT LOCATION WITH STRUCTURE. O3 SUPPLY AIR DUCT DOWN THROUGH ROOF. REFER TO MECHANICAL PLAN FOR SIZE AND CONTINUATION. ® DISHWASHER PANTLEG EXHAUST FAN. INTERLOCK WITH DISHWASHER CONTROLS. COORDINATE EXACT LOCATION WITH STRUCTURE. O5 STAINLESS STEEL DISHWASHER EXHAUST DUCT, REFER TO MECHANICAL PLAN FOR SIZE AND CONTINUATION. COORDINATE WITH STRUCTURE. © KITCHEN HOOD EXHAUST FAN ON FULL PERIMETER ROOF CURB (APPROVED TYPE), PROVIDE NFPA-96 DUCTWORK AND CLEARANCES, COORDINATE FLASHING AND WEATHERPROOFING WITH G.C., COORDINATE EXACT LOCATION WITH G.C. O7 CONDENSING UNIT FOR ICE MACHINE, FURNISHED BY KITCHEN EQUIPMENT SUPPLIER, INSTALLED BY M.C. ® KITCHEN HOOD BELOW. 9O 16 GA. WELDED BLACK IRON EXHAUST DUCT, REFER TO SHEET M1.0, PROVIDE PROPER CLEARANCES. REFER TO MECHANICAL PLAN FOR SIZE AND CONTINUATION. 10 EXHAUST DUCT DOWN, REFER TO MECHANICAL FLOOR PLAN FOR SIZE AND CONTINUATION. COORDINATE WITH STRUCTURE. 11 WATER HEATER FLUES VENTED THRU ROOF. REFER TO PLUMBING DRAWINGS. BY PLUMBING CONTRACTOR. CONTRACTOR SHALL COORDINATE ROOF WORK WITH THE GENERAL CONTRACTOR. TYPICAL. 12 CONDENSING UNITS FOR WALK-IN BOX, FURNISHED BY KITCHEN EQUIPMENT SUPPLIER INSTALLED BY M.C. 13 PROVIDE ROOF RAIL SUPPORT FOR REFRIGERATION CONDENSING UNIT. 14 REFRIGERANT LINES DOWN THROUGH ROOF. PROVIDE CURB PENETRATION PER DETAIL ON SHEET M5.0. 15 PROVIDE TRAPPED CONDENSATE LINE, SPILL TO SPLASH PAD. REFER TO CONDENSATE PIPING DETAIL. 16 MAKE-UP AIR UNIT, MOUNTED ON A FULL PERIMETER INSULATED ROOF CURB. UNIT FURNISHED WITH THE HOOD EXHAUST FANS AND INSTALLED BY THE MECH. CONTRACTOR. 17 EXHAUST GOOSENECK FOR EMPLOYEE RESTROOM EXHAUST FAN. PROVIDE ROOF CURB FOR PENETRATION. COORDINATE W/ G.C. 18 RETURN AIR DUCT DOWN THRU ROOF. REFER TO MECHANICAL PLAN FOR SIZE AND CONTINUATION. COORDINATE WITH STRUCTURE. 19 MAKE-UP AIR DUCT DOWN THROUGH ROOF. REFER TO MECHANICAL PLAN FOR CONTINUATION AND SIZE. 20 GAS LINE EXPOSED ON ROOF. COAT PIPING WITH 3 COATS OF A RUSTPROOF PAINT TO MATCH ROOF. 21 GAS CONNECTION TO UNIT. TO INCLUDE UNION, GAS VALVE AND DIRT LEG. Seal DP3 ARCHITECTS OM AFMffNM. LID. 211 &M Snood SbvW areenvft SC OW T.OU.M.8000 F.884.Z .MW wwW.DPSor .0= Project :0U.T1I�►4K: Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions Mechanical Roof Plan and Notes M2.0 AIR DEVICE SCHEDULE Ne 31 RTU -1 (DINING) RTU -2 (DIN./WAIT.) NECK SIZE TYPE CFM FAN SCHEDULE THROW DUTY FT. THROW AT 150 FPM TITUS MODEL NO. MAX. NC NOTES oc � it d or N w W MARK EF -1 NOMINAL SUPPLY CFM/ HP BLOWER MOTOR EF -2 c EF -3 Q W EF -4 EF -5 8"0 X EF -6 807 db/ 677 wb EF -7 COOLING EFFICIENCY (E.E.R./LEER) MUA-1 12.0/13.0 CFM 1000 180.0 IN/144.0 OUT 1625 2 1900 16 1833 600 COMPRESSOR WARRANTY 10"o 600 5 YEAR MIN. 100 150-300 4720 10 YEAR MIN. S.P.= 4 -WAY N 2@8V/30/46/50 U, 3 N o 1,4,5 =:)_ 1 THRU 11 10"0 X cc< 0 GAS HEAT 175-300 a X MANUFACTURER W V) o p ►- � UJ ac H '- Q, V) 0 � W a � �- n '- ui Ln N z < o � w a '- v, o U " W a 2):o U- Ln -- U-1 N " a a oc w Q ``' o N ¢ U N z 6 `` Q -- UJ U o F- W¢ N Q ; o N z o oc `` U-1 U) of X 1,3,5 Ui i N N ¢ c°� acn� UJ ac Q o a w N a W u) � U = N o LU U-1 Q W o a z o C-) NLn a W ,,, � Ui ,N- = N¢ Cr � z W v a 9 W as U_~ 3E Ln W y o o �- w o a o W a � X MODEL N0. RPM H.P. VOLTS/PHASE/HZ. BACKORAFT DAMPER BIRD SCREEN UJ DISCONNECT (n BELT DRIVE a DIRECT DRIVE OTHER CURB MODEL/SIZE ROOF OPENING SIZE FURNISHED BY: HOOD SUPPLIER HOOD SUPPLIER HOOD SUPPLIER HOOD SUPPLIER HOOD SUPPLIER HOOD SUPPLIER HOOD SUPPLIER HOOD SUPPLIER INSTALLED BY: M.C. 3 M.C. 18 M.C. F M.C. M.C. M.C. 500-1000 M.C. M.C. PERFORATED AIR DEVICE SCHEDULE Ne 31 RTU -1 (DINING) RTU -2 (DIN./WAIT.) NECK SIZE TYPE CFM MTG THROW DUTY FT. THROW AT 150 FPM TITUS MODEL NO. MAX. NC NOTES oc � it d or N w W � a °° NOMINAL SUPPLY CFM/ HP BLOWER MOTOR $ c UJ Q W A 95'F db 8"0 X 80T db/ 67'F wb 807 db/ 677 wb 75-170 COOLING EFFICIENCY (E.E.R./LEER) X 12.0/13.0 4 -WAY X 180.0 IN/144.0 OUT 180.0 IN/144.0 OUT 2 TMSA 16 3,5,12 B COMPRESSOR WARRANTY 10"o X 5 YEAR MIN. HEATER WARRANTY 150-300 X 10 YEAR MIN. UNIT ELEC, V/P/MCA/MOCP 4 -WAY X 2@8V/30/46/50 TOTAL UNIT WEIGHT (AS SPECIFIED) 3 TMSA-AA 12 1,4,5 C 1 THRU 11 10"0 X 0 FULL PERIMETER ROOF CURB 0 GAS HEAT 175-300 O2 OUTSIDE AIR INTAKE COVER X DUCT FLANGE 4 -WAY X FRESH AIR TEMPERING KIT (ENABLE DEVICE & INSTALL SENSORI O5 HUMIDITROL OPTION W/ CONTROLS 3 TMSA-AA 12 1,3,5 D 600 12"0 X 300-45@ X -100 MUA-1 4 -WAY X 3 TMSA-AA 12 1,4,5 E 7658 12*0 X 300-450 X SEE PLAN X 3 TMSA-AA-SB 18 1,4,5,10 F 22"x22" X 500-1000 X PERFORATED X NA PAR -AA 13 1,4,5,9 G 45"x21" X 1000-2000 X NA X NA 50FF 14 1,4,5,7,8 H 10"x10" X 75-20@ X NA X NA 50F 10 1,3,5,8 J 10"x10" X 75-200 X NA X NA 50F 10 1,2,3,5,8,12 K 16"x4" X 100-200 X X ADJUST X 7 272FL 14 1,3,5,6,13 L 16"x6" X 100-350 X ADJUST X 7 272FL 14 1,3,5,6 M 2 SLOT X 40 CFM/LF X ADJUST X 14-16 ML -37-1A 32 1,3,5,11 N 22"x22" X 200-1200 X NA X NA 50F 10 1,3,5,8 P 2 SLOT X 10 CFM/LF X ADJUST X 6 ML -37 -LT 13 1,4,5,11 *REF. SHT. M1.@ FOR DIFFUSER MOUNTING TYPE. SEE NOTE #3 & #4 THIS SCHEDULE. NOTES FOR AIR DEVICE SCHEDULE 1. ALUMINUM CONSTRUCTION. 2. FURNISH W/ OPPOSED BLADE DAMPER (WHEN ABOVE NCI -ACCESSIBLE CEILING). 3. CEILING MOUNTED. 4. LAY -IN CEILING MOUNTED. 5. OFF-WHITE FINISH. 6. REGISTER, ADJUSTABLE DOUBLE DEFLECTION. 7. FILTER TYPE, HINGED. 8. 1/2"0/2%1/2" EGGCRATE GRILLE. 9. PERFORATED FACE W/ INSULATED PLENUM PROVIDED BY CONTRACTOR. 10. SECTIONALIZING BAFFLE. 11. LINEAR SLOT DIFFUSER, 1/2" SLOT, FLANGE OR LAY -IN T -BAR BORDER, PATTERN CONTROLLER MPI -37 INSULATED PLENUM, WITH END CAPS AND ALIGNMENT PINS FOR SURFACE MOUNTED DEVICES IN MULTIPLE SECTIONS, 12. 12"x12" MODULE. 13. WALL MOUNTING. OTHER ACCEPTABLE MANUFACTURERS SHALL BE CARNES, METAL AIRE. NAILOR, TUTTLE At BAILEY OR PRICE. PACKAGE ROOFTOP UNIT SCHEDULE UNIT DESIGNATION RTU -1 (DINING) RTU -2 (DIN./WAIT.) RTU -3 (BAR) RTU -4 & 5 (KITCHEN) MANUFACTURER/MODEL # LENNOX LGH102H4 LENNOX LGH120H4 LENNOX LGH120H4 RATED COOLING (8TH/TONS) 97,276 TC/69,924 SC / 8.5 115,290 TC/76,092 SC / 10 120.32 TC/86.63 SC / 10 COOLING STAGES (CHECK ONE) ❑ 1 ❑X 2 ❑ 3 ❑ 4 ❑ 1X❑ 2 ❑ 3 ❑ 4 ❑ 1 [X] 2 ❑ 3 ❑ 4 NOMINAL SUPPLY CFM/ HP BLOWER MOTOR 3,000 CFM/ 3HP 3,200 CFM/ 3HP 4,000 CFM/ 3 HP CONDENSER E.A.T (d.b.) 95T db 95'F db 957 db EVAPORATOR E.A.T. (d.b./w.b.) 80T db/ 67'F wb 807 db/ 677 wb 80-F db/ 67-F wb COOLING EFFICIENCY (E.E.R./LEER) 12.2/ 12.9 12.0/13.0 12.0/ 13.0 HEATING (INPUT/OUTPUT MBH) 180.0 IN/144.0 OUT 180.0 IN/144.0 OUT 180.0 IN/144.0 OUT ELECTRIC HEAT Kw/ STAGE(S)/ V -P -Hz - - 4000 COMPRESSOR WARRANTY 5 YEAR MIN. 5 YEAR MIN. 5 YEAR MIN. HEATER WARRANTY 1 YEAR MIN. 1 YEAR MIN. 10 YEAR MIN. UNIT ELEC, V/P/MCA/MOCP 208V/30/47/50 208V/30/46/50 2@8V/30/46/50 TOTAL UNIT WEIGHT (AS SPECIFIED) 1538 LBS 1573 LBS 1553 LBS STANDARD EQUIPMENT, OPTIONS AND ACCESSORIES 1 THRU 11 1 THRU 11 1 THRU 4, 6 THRU 11 STANDARD EQUIPMENT, OPTIONS AND ACCESSORIES* 0 FULL PERIMETER ROOF CURB 0 GAS HEAT 11PROVIDE ROOFTOP UNIT WITH A CONDENSATE DRAIN PAIN FLOAT SWITCH THAT WILL SHUT DOWN PRIOR TO CONDENSATE DRAIN PAN OVERFLOW. SHALL SEND A SIGNAL TO THERMOSTAT FOR SERVICE. O2 OUTSIDE AIR INTAKE COVER O RETURN AIR DUCT DETECTOR FOR UNIT SHUT DOWN DUCT FLANGE FACTORY INSTALLED DISCONNECT SWITCH ECONOMIZER W/ ENTHALPY CONTROL AND BAROMETRIC �4 RELIEF FRESH AIR TEMPERING KIT (ENABLE DEVICE & INSTALL SENSORI O5 HUMIDITROL OPTION W/ CONTROLS 1® FACTORY INSTALLED LDWI T GFI RECEPTACLE FIELD WIRED EF -6 *ACCESSORIES MAY VARY, CONTACT LENNOX NATIONAL ACCOUNTS LISTED FOR ITEMS FURNISHED. AIR BALANCE SCHEDULE SUPPLY AIR DIFFUSER OUTSIDE RETURN APPLY EXHAUST PRESSURE UNIT AIR AIR AIR AIR RTU -1 733 2267 3000 +733 RTU -2 733 2267 3000 VOLUME CONTROL DAMPER +733 RTU -3 734 2466 3200 +734 RTU -4 655 3345 4000 TURNING VANES +655 RTU -5 655 3345 4000 AIR DEVICE / CFM +655 EF -1 jja � WO& 4fiV @W%% ►TION AFF 1000 -10@0 EF -2 RTU MECHANICAL EQUIPMENT DESIGNATION M.C. 1625 -1625 EF -3 RS T H COMBINATION TEMPERATURE & 1900 -1900 EF -4 1833 -1833 EF -5 60@ -600 EF -6 600 -600 EF -7 100 -100 MUA-1 4720 +472@ TOTAL 8230 13690 17200 7658 +572 BAR BAR DINING VESTIBULE WAITING DINING OUTDOOR AIR CALCULATION 298 NET SF x 100 = 30 PEOPLE 1000 1000 x 70 = 45 PEOPLE 59 SF 103377 SE x 30 = 10 PEOPLE 30 x 7.5/ 0.8 = 281 CFM 298 x .18/ 0.8 = 67 CFM 45 x 7.5/ 0.8 = 422 CFM 639 x .18/ 0.8 = 144 CFM 59x.06/0.8= 4CFM 10x7.5/0.8= 94 CFM 337 x .06/ 0.8 = 25 CFM 103300 SF x 70 = 93 PEOPLE 93 x 7.5/ 0.8 = 872 CFM 1330 x .18/ 0.8 = 254 CFM WALKWAY 146 SF 146 x .06/ 0.8 = 11 CFM TOTAL BAR/DIN/WAIT OA REQUIRED = 2174 CFM TOTAL OA PROVIDED THRU RTU -1,2 &3 = 2200 CFM KITCHEN 1399 SF 1399 x 0.7/ 0.8 = CARRY -OUT 69 SF 69 x 0.7/ 0.8 = WALKWAY 92 SF [SEC'D STORAGE 33 SF OFFICE 57 SF 1000 92x.06/0.8= 33 x .12/ 0.8 = 1224 CFM 60 CFM 7 CFM 5 CFM x 5= 1 PERSON 1 x 5/ 0.8 = 6 CFM 57 x .06/ 0.8 = 5 CFM TOTAL KITCHEN OA REQUIRED = 1307 CFM TOTAL OA PROVIDED THRU RTU -4 & 5 = 1310 CFM OUTDOOR AIR VENTILATION FORMULA: BREATHING ZONE AREA (Az) X OCCUPANT DENSITY + 1000 SF = OCCUPANTS OCCUPANTS X PEOPLE OUTDOOR AIR RATE CFM/PERSON(Rp) = CFM CFM + ZONE AIR DISTRIBUTION EFFECTIVENESS(Ez) = CFM (1) + BREATHING ZONE AREA(Az) X AREA OUTDOOR AIR RATE (Ra) = CFM CFM + ZONE AIR DISTRIBUTION EFFECTIVENESS(Ez) _ = CFM (2) (1) + (2) = TOTAL CFM REQUIRED FOR THAT ZONE KITCHEN OUTDOOR AIR: BREATHING ZONE AREA (Az) X 0.7 CFM PER SQ. FT = CFM CFM + ZONE AIR DISTRIBUTION EFFECTIVENESS(Ez) = TOTAL CFM REQUIRED HVAC UNIT SPECIFICATIONS UNITS FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR SHALL BE LENNOX. ALL UNITS SHALL BE SINGLE PACKAGE TYPE, COMBINATION AIR TO AIR COOLING AND GAS HEATING. EACH UNIT SHALL BE MOUNTED ON A FULL PERIMETER ROOF CURB. FILTERS IN ALL HVAC UNITS SHALL BE 2" THICK THROWAWAY TYPE. FURNISH FIELD INSTALLED MOTORIZED DAMPER. UNITS SHALL BE INSTALLED ON MOUNTING CURB WITH ALL DUCTWORK PENETRATING INSIDE PERIMETER OF CURB. UNITS SHALL BE FURNISHED WITH INTEGRAL STARTERS. SEQUENCE OF OPERATION THE MECHANICAL CONTRACTOR SHALL FURNISH ALL REQUIRED COMPONENTS FOR THE FOLLOWING SEQUENCES OF OPERATION FOR EACH HVAC UNIT. DISCONNECTS SHALL BE FURNISHED AND INSTALLED BY THE UNIT MANUFACTURER. A UNIT SHALL BE STARTED AND STOPPED THROUGH ITS RESPECTIVE THERMOSTAT AND REMOTE SENSOR W/ HUMIDISTAT (RTU -1, 2 &3); THERMOSTAT & REMOTE SENSOR FOR RTU -4 & 5. B THERMOSTATS W/ REMOTE TEMPERATURE/ HUMIDITY SENSORS SHALL ENERGIZE COOLING, HEATING AND DEHUMIDIFICATION SYSTEMS TO MAINTAIN DESIRED SPACE TEMPERATURE AND HUMIDITY. C PROVIDE SMOKE DETECTOR IN THE RETURN AIR SIDE OF EACH UNIT, IN THE AIR STREAM AHEAD OF ALL FANS, COILS, ETC. WHICH SHALL COMPLETELY SHUT DOWN THE UNIT WHEN SMOKE IS DETECTED. PROVIDE REMOTE TESTING, PER CODE. D M.C. SHALL HOLD (3) TRAINING SESSIONS (SUMMER & WINTER) WITH STORE MANAGER TO INSURE THEIR KNOWLEDGE OF PROPERLY USING THE CONTROLS. CONTROLS A PROVIDE DIGITAL, 7 -DAY PROGRAMMABLE THERMOSTATS W/ 4 MODES PER DAY. PROVIDE COMBINATION TEMPERATURE/ HUMIDITY REMOTE SENSORS IN SPACE (WALL PLATE STYLE) FOR RTU -1,2 & 3 (REMOTE SENSORS FOR RTU -4 & 5). THERMOSTATS & SENSORS SHALL BE FURNISHED BY LENNOX. 8 SMOKE DUCT DETECTORS: SYSTEM SENSOR DH100ACDCLP, FACTORY INSTALLED AND WIRED BY LENNOX. CONTRACTOR TO LOCATE PER CODE REQUIREMENT. PROVIDE W/ REMOTE TEST/ RESET SWITCHES, SYSTEM SENSOR MODEL SSK451 THESE WOULD BE SHIPPED LOOSE AS PART OF THE ROOFTOP UNIT PACKAGE. THE SSK451 PROVIDES THE TEST/ RESET SWITCH, AUDIBLE SIGNAL, & POWER/ TROUBLE/ ALARM LED'S IN ONE PACKAGE. ONE PER DUCT DETECTOR REQUIRED. THE OWNER'S ALARM CONTRACTOR SHALL BE RESPONSIBLE TO MOUNT THE RESET SWITCH & TO CONNECT SIGNAL WIRE FOR SAME. REMOTE RESET SWITCHES SHALL BE MOUNTED IN A POSITION MEETING THE REQUIREMENTS OF THE AHJ (OWNER'S), & NOT MORE THAN 8' FROM THE FLOOR. C THERMOSTATS SHALL PROVIDE CONSTANT FAN DURING OCCUPIED PERIODS AND INTERMITTENT FAN DURING UNOCCUPIED PERIODS. D ALL POWER WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. ALL CONTROL WIRING BY M.C.. E PROVIDE PHENOLIC LABEL ON ALL T -STATS & REMOTE SENSORS. F THE KITCHEN HOOD EXHAUST FAN SHALL BE INTERLOCKED W/ HOOD CONTROLS & ROOFTOP UNITS BY AN ELECTRICAL INTERLOCK SWITCH. ROOFTOP UNIT NATIONAL ACCOUNT THE ROOFTOP UNIT ACCESSORIES SHALL BE PURCHASED THROUGH LENNOX NATIONAL ACCOUNTS. THE SUCCESSFUL CONTRACTOR SHALL CONTACT LENNOX NATION ACCOUNTS FOR PRICING & PURCHASING INFORMATION FOR PRICING AND DELIVERY, CONTACT TERRY BUCHANON AT (770) 225-3528 OR (678) 446-7554. KITCHEN HOOD FIRE PROTECTION KITCHEN HOOD FIRE PROTECTION SHALL BE AS INDICATED ON HOOD FIRE PROTECTION PLAN AND INTERLOCKED WITH THE EMERGENCY GAS VALVE IN THE LINE FEEDING THE GAS COOKING EQUIPMENT. THE VALVE SHALL SHUT DOWN GAS FLOW TO EQUIPMENT UPON ACTIVATION OF THE HOOD FIRE PROTECTION SYSTEM. MECHANICAL LEGEND ® SUPPLY AIR DIFFUSER ® RETURN/EXHAUST AIR GRILLE X SUPPLY AIR DUCT; UP, DOWN RETURN/EXHAUST AIR DUCT; UP, DOWN ®®® AIR PATTERN DESIGNATION (1 -WAY, 2 -WAY, 3 -WAY) DUCTWORK TRANSITION; CONCENTRIC, ECCENTRIC SPLITTER DAMPER SO VOLUME CONTROL DAMPER \/ OPPOSED BLADE DAMPER FLEXIBLE DUCTWORK TURNING VANES O1 INDICATES TAG NOTE O THERMOSTAT A/100 AIR DEVICE / CFM EF -1 EXHAUST FAN DESIGNATION jja � WO& 4fiV @W%% ►TION AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE RTU MECHANICAL EQUIPMENT DESIGNATION M.C. MECHANICAL CONTRACTOR G.C. GENERAL CONTRACTOR RS T H COMBINATION TEMPERATURE & HUMIDITY REMOTE SENSOR HVAC GENERAL NOTES 1, ALL RECTANGULAR, ROUND AND FLEXIBLE DUCTS SHALL BE SIZED AS SHOWN ON THESE DRAWINGS. MINIMUM INTERNAL DIMENSIONS ARE GIVEN. 2. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTS ARE SIZED FOR AIR VOLUME AND STATIC PRESSURE DROP WITHOUT INTERIOR INSULATION. SHOULD INTERIOR INSULATION BE USED, THE CONTRACTOR SHALL INCREASE THE DUCT SIZE ACCORDINGLY. 3. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTS SHALL BE INSULATED. EXTERIOR INSULATION SHALL BE USED. INSULATION SHALL BE 2" THICK/1 POUND PER CUBIC FOOT DENSITY OR APPROVED EQUAL. ALL EXPOSED DUCTWORK SHALL BE INTERNALLY INSULATED UNLESS NOTED OTHERWISE. (R = 6.0 INSTALLED) 4. ALL FLEXIBLE ROUND DUCT SHALL BE SIMILAR TO ATCO UPC #036, CLASS I, UL 181, FIBERGLASS SCRIM REINFORCED, METALIZED POLYESTER OUTER JACKET, R=6.0. 5. ALL FLEXIBLE DUCTS SHALL BE CONNECTED TO TRUNK OR BRANCH DUCTS WITH A MINIMUM OF THREE SHEET METAL SCREWS AT EACH CONNECTION AND TAPED TO PROVIDE AN AIR TIGHT SEAL. 6. FLEX DUCT HANGER STRIPS SHALL BE 11/2" x 16 GAUGE MINIMUM ® 5-0" INTERVAL. 7. THE MAXIMUM ALLOWABLE LENGTH OF FLEXIBLE DUCT SHALL BE 6'-0' (ABOVE ACCESSIBLE CEILINGS ONLY). 8. INSTALL TURNING VANES IN ALL 90' DUCT ELBOWS AND AT ALL DUCT 'TEES 9. INSTALL ADJUSTABLE AIR VOLUME EXTRACTORS AT ALL BRANCH TO MAIN DUCT CONNECTIONS. 10. HOOD FIRE PROTECTION SYSTEMS SHALL BE BY A LICENSED FIRE PROTECTION CONTRACTOR. 11. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED ACCORDING TO THE MOST RECENTLY PUBLISHED ASHRAE AND SMACNA STANDARDS. 12. RECTANGULAR METAL DUCT SHALL BE MILD GALVANIZED STEEL UNLESS NOTED OTHERWISE OR APPROVED BY OWNER. 13. MANUFACTURERS MINIMUM CLEARANCE RECOMMENDATIONS SHALL BE MAINTAINED ON ALL EQUIPMENT AND DUCTWORK. 14. THE CONTRACTOR MALL CAREFULLY COORDINATE THE LOCATION OF ALL DUCTS, GRILLES, DIFFUSERS, ETC. WITH THE CEILING GRIDS AND THE PLUMBING AND FRAMING CONTRACTORS. 15. ALL KITCHEN RETURN AIR GRILLES SHALL BE EASILY REMOVABLE FOR CLEANING, SEE DETAIL, ON SHEET M-1. 16. ALL CONTROL WIRING SHALL BE BY THE HVAC CONTRACTOR. CONTROL WIRING SHALL BE SHIELDED CABLE TO PREVENT ANY ELECTRICAL INTERFERENCE. 17. ALL POWER WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. I& EXHAUST FANS SHALL BE FURNISHED WITH BIRDSCREENS, BAC KRAFT DAMPERS AND DISCONNECTS WHERE APPLICABLE AND ACCORDING TO THE SCHEDULE. 19. OWNER TO FURNISH BALANCING OF MECHANICAL SYSTEMS. AIR BALANCE CONTRACTOR SHALL FURNISH A COPY OF THE AIR BALANCE REPORT TO THE BUILDING DEPARTMENT. 26. THE CONTRACTOR SHALL CAREFULLY COORDINATE ALL THERMOSTAT LOCATIONS WITH INTERIOR FINISHES. 21. THE CONTRACTOR SHALL COORDINATE FULLY WITH ALL OTHER TRADES. 22. THE CONTRACTOR SHALL SUPPLY FOR APPROVAL SIX (6) COPIES OF SHOP DRAWINGS TO COMPLETELY IDENTIFY THE QUALITY OF MATERIALS AND/OR EQUIPMENT INTENDED FOR INSTALLATION. THERE WILL BE NO DRAW UNTIL SHOP DRAWINGS HAVE BEEN SUBMITTED AND REVIEWED BY ARCHITECT/ENGINEER. 23. THE SUBMISSION OF A BID OR PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUB- SEQUENT TO THE PROPOSAL FOR MATERIALS AND/OR LABOR DUE TO DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED, UNLESS THESE DIFFICULTIES COULD NOT HAVE BEEN FORESEEN EVEN THOUGH PROPER EXAMINATION HAD BEEN MADE. 24. ALL ROUND TAKE -OFFS FROM RECTANGULAR DUCTS SHALL BE A DAMPERS EXPRESS COMMERCIAL AIR TITE SPIN IN MODEL ATCS1-2 W/ DAMPER OR APPROVED EQUAL. 25• DEFINITIONS; 'FURNISH' SHALL MEAN TO PURCHASE AND LOCATE AN ITEM ON THE JOBSITE. 'INSTALL" SHALL MEAN TO PHYSICALLY INSTALL ANI EM, AND TO CONNECT ALL REQUIRED SERVICES TO MAKE THAT ITEM FULLY FUNCTIONAL 'PROVIDE' SHALL MEAN TO BOTH FURNISH AND INSTALL ITEM. 26. PROVIDE ACCESS OPENINGS TO ALL FIRE DAMPERS. EACH ACCESS OPENING TO MAINTAIN FIRE DAMPERS SHALL BE IDENTIFIED WITH A LABEL OR SIGN. THE SIGN SHALL HAVE LETTERS (1/2) INCH HIGH READING FIRE DAMPER. 27. AIR DUCT SYSTEM SMOKE DETECTORS SHALL BE ACCESSIBLE FOR CLEANING AND SHALL BE MOUNTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ACCESS DOORS OR PANELS SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 90A,"STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS". THE LOCATION OF ALL DETECTORS IN AIR DUCT SYSTEMS SHALL BE PERMANENTLY AND CLEARLY IDENTIFIED AND RECORDED. DUCT MOUNTED SMOKE DETECTORS SHALL BE BY THE FIRE ALARM CONTRACTOR. 28. ALL EXHAUST DUCTWORK FOR THE HOOD SHALL BE PER N.F.P.A. #96 AND ANY LOCAL OR STATE CODES AND ORDINANCES. M.U.A. DUCT SHALL BE PER SMACNA WITH FOIL WRAP INSULATION. 29. ALL ROOF CURBS FOR FANS, ETC. SHALL BE A MINIMUM OF 12" HIGH. KITCHEN HOOD FAN CURBS MAY NEED TO BE HIGHER TO MAINTAIN CORRECT DISCHARGE HEIGHT OF FAN PER N.F.P.A. #96. 30. DISHWASHER EXHAUST DUCT SHALL BE WATERTIGHT, SEE DETAIL ON SHEET M5.0. 31. SHEAVE & PULLEY COMBINATION FOR ALL R.T.U'S SHALL BE SIZED FOR DESIGN FAN R.P.M. 32. ALL KITCHEN HOOD EXHAUST DUCTWORK WELDS SHALL COMPLY WITH THE LATEST APPLICABLE AWS STANDARDS. 33. PROPERLY SECURE ALL FANS TO CURBS & DUCTWORK. PROVIDE NECESSARY GASKET ON CURBS TO PREVENT WATER PREVENTION. 34. PROVIDE PAINTED (3' H.) IDENTIFICATION ON ALL RTU'S, FANS & CONDENNG UNITS. IDENTIFICATION SHALL INCLUDE DEVICE NUMBEit (I.E RTU -i OUTBACK STEAKHOUSE -DINING} AND AREA SERVED. 35. KITCHEN HOOD FIRE SUPPRESSION CONTRACTOR MUST SUBMIT PLANS AND OBTAIN PERMIT FROM FIRE MARSHALL FIRE INSPECTOR TO V61NESS TEST PRIOR TO CERTIFICATE OF OCCUPANCY. 36. UNITS SHALL BE CLEANED, ALL SCRATCHES SHALL BE PAINTED OVER WITH FACTORY PAINT TO MATCH UNIT, ALL CONDENSER COILS SHALL BE COMBED OUT, AND ALL PANELS AND SCREWS SHALL BE REINSTALLED AT COMPLETION OF THE PROJECT. 37. EACH SUPPLY AIR OUTLET SHALL BE EQUIPPED WITH A MEANS FOR AIR BALANCING IN ACCORDANCE WITH THE FLORIDA MECHANICAL CODE. MECHANICAL SCHEDULE SHEET NOTE: M.C. TO CHANGE FILTERS ON ALL ROOFTOP UNITS ONE WEEK PRIOR TO OPENING Seal 239 Southland Dive - Lexington, KY 40603 069-279-2009- 069-279-2001 Fao®knbe DP3 ARCHITECTS M MWWTM-T% LTD. 211 Etat BStrout GnWwMkt, SC 29801 T.8d1.28Q.82a0 F.864.M.7W7 WWW.--- na&-ft.0= Project :OUT ��►4K: Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions Mechanical Notes and Schedules M3.0 fiIiTAiAIMAITSO ON HOOD N0. MODEL LENGTH MAX. COOKING TEMP. EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIG. HOOD NO. FILTERS LIGHTS UTILITY CABINET S FIRE SYSTEM PIPING HOOD HANGING WGHT TOTAL EXH. CFM RISERS TOTAL SUP. CFM RISERS END TO END ROW TYPE QTY. HEIGHT LENGTH QTY. TYPE WIRE GUARD 6" FIRE SYSTEM ELECTRICAL SWITCHES WIDTH LENG, DIA. CFM S.P. WIDTH LENG. DIA. CFM S.P. LOCATION TYPE SIZE MODEL # QUANTITY 1 5424 GSN-2—P—F 5' 0.00" 450 Deg. 1080 10" 9" 1000 —0.319" 785 Front 122" 14" 6" MUA 430 SS Where Exposed LEFT ALONE 1 SS Baffle with Handles 3 16 20 2 Incandescent Light Fixt g NO 12" 20" 805 0,291" YES 287 LBS a PROVIDED IN PROVJIRE DED IN 9"° PROVVDED IN 2 Spark Arrestor Filters 3 16" 20" 2 Incandescent Light Fixt NO ECP. YES 286 LBS 2 5424 GSN-2—P—F 5' 0.00" 700 Deg. 1625 10" 15" U,L. Listed Incandescent Light Fixture—High Temp Assembly 1625 —0.550" 780 U.L. Listed Incandescent Light Fixture—High Temp Assembly U.L. Listed Incandescent Light Fixture—High Temp Assembly 430 SS Where Exposed MIDDLE ALONE ,a C 3 SS Baffle with Handles 2 16„ , 16' 3 Incandescent Light Fixt NO YES 439 LBS 3 5424 GSN-2—P—F 9 6.00 450 Deg. 1900 10 18 1900 —0.409 1545 430 SS Where Exposed MIDDLE ALONE 4 16” 20" M v 4 SS Baffle with Handles 3 16" 16" 1 3 Incandescent Light Fixt g NO Right g Ansul R102 3.0/3.0/3.0/3.0 YES 555 LBS 3 16" 20" 4 5424 GSN-2—P—F 9' 2.00" 450 Deg. 1833 10" 17" 1833 —0.411" 1610 Nn 430 SS Where Exposed RIGHT ALONE ,M aa/Y aMf MM ayY 1 ayY unnT) nP'T'TnATC' HOOD OPTION NO. WIDTH 1 LEFT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS 4 RIGHT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS PFPFnPd TF1 .'�'TTPPT.Y PT,F. NTTA,1(.S' ) HOOD NO. POS. LENGTH WIDTH HEIGHT TYPE RISER(S) WIDTH LENG. DIA. CFM S.11. 1 Front 60" 14" 6" MUA 12" 20" • nK 785 0.278" 2 Front 60" 14" 6" MUA 12" 20" 780 0.274" 3 Front 114" 14" 6" MUA 12" 20" THERM SENSORR 772 0.312" •rte— THERMAL SENSOR MUA 12" 20" 772 0,312" 4 Front 122" 14" 6" MUA 12" 20" 0 805 0.291" TO ECP WITH RTD WIRE TO ECP WITH RTD �w� MUA 12" 20" 805 0,291" 1 PLAN VIEW — Hood 1 0.00" LONG 5424GSN-2—P—F Seal fff 239 SoUtNend Detre - Lexington, KY 40503 859-276-2006 - 859-276-2901 Facsimile DP3 ARCHITECTS DP3 AF40HRIlEC7'8, LTD. 311 East Broad SV4*t OMMM111N0, 8C 30901 T.864.232AM F.864.09Q.7697 www.DP3aro1r 1wft.00m Project :0UT1• • STEAK IK OUSE • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions KITCHEN HOOD PLAN AND DETAILS M4.0 • nK a „/iv a,W a Wer O a THERMAL SENSOR THERMAL ENSOR THERM SENSORR •rte— THERMAL SENSOR FIELD WIRE FIELD WIRE FIELD WIRE FIELD WIRE 0 TO ECP WITH RTD WIRE TO ECP WITH RTD �w� TO ECP WITH RTD TO ECP WITH RTD IRE a PROVIDED IN PROVJIRE DED IN 9"° PROVVDED IN PROVE DED IN IDED ECP. ECP. ECP. ECP. U,L. Listed Incandescent Light Fixture—High Temp Assembly U.L. Listed Incandescent Light Fixture—High temp Assembly U.L. Listed Incandescent Light Fixture—High Temp Assembly U.L. Listed Incandescent Light Fixture—High Temp Assembly ,a C 0 0 0 M v Utility Cabinet aLf - aHT Nn aN ,M aa/Y aMf MM ayY 1 ayY ate' 1 PLAN VIEW — Hood 1 0.00" LONG 5424GSN-2—P—F Seal fff 239 SoUtNend Detre - Lexington, KY 40503 859-276-2006 - 859-276-2901 Facsimile DP3 ARCHITECTS DP3 AF40HRIlEC7'8, LTD. 311 East Broad SV4*t OMMM111N0, 8C 30901 T.864.232AM F.864.09Q.7697 www.DP3aro1r 1wft.00m Project :0UT1• • STEAK IK OUSE • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions KITCHEN HOOD PLAN AND DETAILS M4.0 FAN UNIT NO. FAN UNIT MODEL # MODEL TAG CFM ESP. RPM H.P. 0 VOLT FLA DISCHARGE VELOCITY WEIGHT (LBS.) SONES 1 GM14-HPFA BDU15HP EF -1 1008 1.088 1220 0.500 3 288 1.8 FLA 115.84 10.3 2 GM-RE15BD CASRE15BD EF -2 1625 1.250 1546 1.500 3 288 4.7 1194 FPM 211.64 20 3 GM14-FA BDU15 EF -3 1900 1.000 1218 0.750 3 288 2.7 9.5 120.14 13.4 4 GM14-FA BDU15 EF -4 1833 1.000 1205 0.750 3 208 2.7 120.14 13 5 CMDU33H DU33HFA EF -5 600 0.750 1402 0.333 1 115 4.1 59.36 9 6 GMDR30H DR30HFA EF -6 600 0.375 1015 0.250 1 115 4.0 48.42 5.4 7 CFA 100GM CFA 100FA EF -7 100 0.125 599 0.116 1 115 1.1 23.75 N/A MUA FAN INFORMATION FAN IM 0--w m "I~ 0164 YMe MYft moor N UNIT ACTUAL AIR DENSITY? INPUT BTUs OUTPUT BTUs TEMP. RISE REQUIRED INPUT GAS PRESSURE GAS TYPE UNIT FAN UNIT MODEL # BLOWER HOUSING TAG CFM ESP. RPM H.P. 0 VOLT FLA WEIGHT (LBS.) SONES NO. o Z U 4- D 8 GM -A3 -D.500 -G18 C18 -PB A3 -D.500 MUA-1 4720 0.750 726 3.000 3 208 9.5 980.62 11.9 (TA.S' F'TRF n MAWF-TTP ATP TTATTTO::' ) FAN IM 0--w m "I~ 0164 YMe MYft moor N UNIT ACTUAL AIR DENSITY? INPUT BTUs OUTPUT BTUs TEMP. RISE REQUIRED INPUT GAS PRESSURE GAS TYPE NO. J O ._ CL 8 YES 387861 356832 70 deg F 7 in. w.c. - 14 in. w.c. Natural 1. DIRECT GAS FIRED HEATED MAKE UP AIR UNIT WITH 18" BLOWER AND 12" BURNER. 2. INTAKE HOOD WITH EZ FILTERS 3. DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT 4. COOLING INTERLOCK RELAY. 24VAC COIL. 120V CONTACTS, LOCKS OUT BURNER CIRCUIT WHEN AC IS ENERGIZED. 5. LOW FIRE START. ALLOWS THE BURNER CIRCUIT TO ENERGIZE WHEN THE MODULATION CONTROL IS IN A LOW FIRE POSITION, 6. GAS PRESSURE GAUGE, 0-35", 2.5" DIAMETER, 1/4" THREAD SIZE 7, GAS PRESSURE GAUGE, -5 TO +15 INCHES WC., 2.5" DIAMETER, 1/4" THREAD SIZE 8. MOTORIZED BACK DRAFT DAMPER 30" X 30" FOR SIZE 3 STANDARD & MODULAR DIRECT FIRED HEATERS W/EXTENDED SHAFT, STANDARD GALVANIZED CONSTRUCTION, 3/4" REAR FLANGE, NFBUP-S ACTUATOR INCLUDED 9. EXTRA SET OF V -BELTS. ONLY TO BE ORDERED AS FAN OPTION AT TIME FAN IS ORDERED. LIFTING LUG 5 1/4 T 20EVUIPMEN'I CURB I L. - 35" --� OPENING 2" SMALLER THEN CURB DIMENSION. CURB OUTEF DISCHARGE OPE 6 1/2- SUPPLY SIDE HEATER INFORMATION: WINTER TEMPERATURE = 0°F. TEMP. RISE = 70°F. BTUs CALCULATED OFF ACTUAL AIR DENSITY OUTPUT BTUs AT ALTITUDE OF 0.0 ft. = 356832 INPUT BTUs AT ALTITUDE OF 0.0 ft. = 387861 43 3/8" 20" 14 3/4" 14 3/4" I VI\ I ILLU WIRING Installation Wiring DRAWING NUMBER RP1658272-8 120 V 1 PH. Gal -flex conduit (in unit) Dboon e t Switdl actary wing tarns .uppied .Wng 18K WH G, 84" JOB NAME Outback- Indianapolis IV, IN JOB NUMBER 1658272 240 V 1 PH. Gd -flex conduit O (in unit) Factory wiring Power Connection See above details. 208/460/600 V 3 PH. Gal -flex conduit (in unit) Dlxannect Sw"th Factory wing GR agpfied xtrilg DATE 11/5/2012 MODEL GM -A3 -D.500 -G18 Li OrIl411ia leorlla Direct Fired Heater Wiring DRAWING NUMBER DF7658272-8 TENTION ELECTRICIAN! )P FOR DISCONNECT CONNECTION FACTORY SUPPLIED VNECT POWER TO THE DROP 1 K _ 2 K K _ 3 a� 4 5 6 7 B 9 ,o 12 13 14 15 16 17 18 19 2e 21 22 23 JOB NAME Outback- Indianapolis IV, IN JOB NUMBER 1658272 DATE 11/5/2012 MODEL GM -A3 -D.500 -G18 emb" liiiiiisllli en11009W OW&W SW Ae Sdalub &IV IM 0--w m "I~ 0164 YMe MYft moor N . U) 1-I o We M afiw n Aly N" .« A..worm @ . IN 0*0 ftwawim- w U N A a 0.001 1.L"M lNs We tAA"ar Arm to] WON All sow (1� SUpNptNy Yr3L"[�..I. E OOEHLOAO: is 1"-9.5FLA 20AA 14 REVISIONS ~ 0(_00 � U 00 N 00 U � 00Q z N < IW W O<Q F-- W CLI -1 z X CDoQo LL_ W Q0 W (D �ja-)O N ' O N � V1 �0� CCn Q W W M W z cn Do� U=� 0- U O J Ln Z H F -i Z U) 1-I o 0- i --i 0 J O ._ CL Q � Z F --A Q I o Z U 4- D O DATE: 11/5/2012 DWGA 1858272 DRAWN BY: SCALE: 3/4" = 1I-0" MASTER DRAWING SHEET NO. 2 Seal An �!"�l, ??, 2-30 SobtMand Drive - Lexington, KY 40503 859-2762006 - 859-276-2901 Facsimile DP3 ARCHITECTS OM AR0147L310ra, LM. 211 Ead Broad 8beg Gnmw . 8C 20801 T. 884.232.8200 F.8"JM.7W7 www.0P9amMhx n.00m Project :OUTRACIK: Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions KITCHEN HOOD MAKE-UP AIR UNIT AND WIRING DIAGRAMS FAN #1 GM14-HPFA - EXHAUST FAN (EF -1) 2 41 30 1/2 33 3/4 `- DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FAN #2 GM-RE158D - EXHAUST FAN (EF -2) /-RAIN CAP OPTION 35 3/4 28 3/4 - ROOF MOUNTED FANS - RESTAURANT MODEL - UL705 AND UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATION 300°F (149°C) - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300°F (149°C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DE=TERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600°F (316°C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS GREASE SOX EXTRA SET OF BELTS SPRING PIN 22 1/8 2" DRAIN 53 3/4 r r r r r i i i i i i r r i r .. ... r 6 1/4" 14 7/8 17 7/8 12 3/16 35 3/4 0 FAN 43 GM14-FA - EXHAUST FAN (EF -3) 23" DUCTWORK BETWEEN 21 EXHAUST RISER ON HOOD AND FAN (BY OTHERS) 23 VENTED CURB '0 GAUGE TEEL ;ONSTRUCTION / ROOF OPENING 20 DIMENSIONS 20 FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 HIGH HEAT OPERATION DIRECT DRIVE 300`F (149`C) - HIGH HEAT OPERATION BELT DRIVE 500-F (260°C) - HEAT SLINGER - GREASE CLASSIFICATION TESTING - TILT OUT WHEEL - LOCKING PIN FOR POWER PACK - MOTOR WEATHER COVER - INTERLOCKED DISCONNECT SWITCH NORMAL TEMPERATURE TEST BELT DRIVE EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 588°F (260°C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE-UP TEST BELT & DIRECT DRIVE EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600-F (316-C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS 30 1/2 33 3/4 `- DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FAN #4 GM14-FA - EXHAUST FAN (EF -4) 30 1/2 INTERLOCKED MOTOR DISCONNECT SWITCH. FAN WHEEL AND PULLEY ACCESS INTERLOCKED WITH FAN DISCONNECT. RE15 RAIN CAP ASSEMBLY - INCLUDES HARDWARE AND GASKET. UTILITY SET GREASE CUP EXTRA SET OF BELTS 33 3/4 DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) 35 3/4 35 3/4 FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL705 AND UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATION 309-F (14WC) - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300F (149-C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM. AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 6907 (316-C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS GREASE BOX EXTRA SET OF BELTS FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL705 AND UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATION 309'F (149-C) - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300F (149-C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 6W'F (316C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS GREASE BOX EXTRA SET OF BELTS 23" VENTED CURB '0 GAUGE TEEL ;ONSTRUCTION \E ROOF OPENING 21 DIMENSIONS 21 VENTED CURB '0 GAUGE STEEL ;ONSTRUCTION ROOF OPENING ` 21 DIMENSIONS 21 REVISIONS ~ O �D O N � � 0) U (n 00Q W Q 1 % O W l� 1 Q:� Z X U OQO W �nz W (JO W QO CO Cn N U 1� oNLii� Cn F-- Q W M W W z cn � U W U = cr� W CD Ln LiJ O__J Ln LLJ DATE: 11/5/2012 DW0.#: 1658272 DRAWN 0Y: SCALE: 3/4" = 1 '-0" MASTER DRAWING SHEET NO. 3 Seal DP3 ARCHITECTS DM A11 HnI CT'8„ LTD. III fast Broad Street anmmvme, 8C gem T. 884.992.8®00 F.864.99a.7W7 WWW.D1P3WddhWb.00m Project :0U.Tp)1kC U s ErK: Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions KITCHEN HOOD EXHAUST FANS M4.2 FAN #5 GMDU33H — EXHAUST FAN (EF -5) 2; DRAIN 30 1/4 17 1/2 / 21 18 1/2 DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FAN 0 GMDR30H — EXHAUST FAN (EF -6) 19 FAN #7 CFA 100GM — EXHAUST FAN (EF -7) 12 1/4 12 1/4 14 14 POLIMERIC GRILLE i FEATURES: — ROOF MOUNTED FANS — RESTAURANT MODEL — UL705 AND UL762 — VARIABLE SPEED CONTROL — INTERNAL WIRING — WEATHERPROOF DISCONNECT — THERMAL OVERLOAD PROTECTION (SINGLE PHASE) — HIGH HEAT OPERATION 380°F (149`C) — GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300`F (149°C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. A NOR AL FLARE—UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600-F (316°C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMACFD TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS GREASE BOX FEATURES: — ROOF MOUNTED FANS — U L705 — SAFETY DISCONNECT — STANDARD BIRD SCREEN — SPEED CONTROL OPTIONS I 15—BDD DAMPER 20 GAUGE STEEL CONSTRUCTION (IF ROOF \ / ROOF OPENING \/7 1/2 DIMENSIONS 17 /2 \ �/ 19 1 /2" CURB raF&090A:�MM d IVIIr��� ELECTRICAL PREWIRE PACKAGE I JOB NAME Outback- Indianapolis IV, IN DATE 11/5/2012 DRAWING NUMBER 34111@KT "CLION'Siw JOB NUMBER 1658272 DRAWN BY SWITCHES L 15A BKR - DO NOT WIRE TO SHUNT TRIP 97FAKEP FANS CONTROLLED NO. TAG PACKAGE # LOCATION 3 OPTION cOM LOCATION QUANTITY TYPE N1 P. VOLT FLA -- TC -01 (Fan Switch Shown Installed) 1 ST -1 OL -1 0.75 24 wO hO ORA 96 95 WH 3 341110KT Wall Mount In SS Box Ship Loose With Prewire 1 LightExhaust On Fire, Fans On/Off Thermostatically,Lights out1 Exhaust TOH. 00 208 1.8 � � BL/RD - BLUE/RED (STRIPE) 1 Amp Max -x Starter - R GN -,OW#EEN STRIPE 1 Fan fir L -x Overload ORA 2 96 95 WH 03 SoSwitch (8LO 4 INSTALLED FIRE SYSTEM MICROSWIMCH, THE TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED. SE 1AMP SLO FUSE -PS -1I -FUSE T2 T3 1—x(1 ---- ST -4 OL -4 Cn / Exhaust 3 1.500 208 43 Ln S -x MicroSwitch (Ansul/PyroChem) 5 Exhaust 3 0.750 208 2.7 7 ST-5 OL -5 ryVW U) H o Cn Exhaust 3 0.750 208 2.7 N -x Tamp Sensor A/100-3W-PO-4"-EXPL (Note 1) a Q C: 7- 9 Supply 3 3.000 208 9.5 ELECTRICAL PREWIRE PACKAGE I JOB NAME Outback- Indianapolis IV, IN DATE 11/5/2012 DRAWING NUMBER 34111@KT "CLION'Siw JOB NUMBER 1658272 DRAWN BY 'CONTROL INPUT 1 0VAC H1=LIN N1=N UT L 15A BKR - DO NOT WIRE TO SHUNT TRIP 97FAKEP 3 Phase, W/ 4 Exhaust Fans, 1 8 -RD Supply Fan, Exhaust in Fire, Lights e T 3 NO -8K cOM out in fire, Fans On/Off 1-1 FS -01 �— — R-15 WH N1 9.7 15A Thermostatically Controlled. 2 -- TC -01 (Fan Switch Shown Installed) 1 ST -1 OL -1 0.75 24 wO hO ORA 96 95 WH 3 208 COMPONENT PARTS LIST 3 g16ST-2 OL -2 ST -4 OL -4 L1 T1 T1am INPUT - L7 f—� ---- GR _ L2 T2 T2 __ �-2 DESCRIPTION OL _ aW t:Y _ _ OR/8L -ORANGE/BLUE (STRIPE) pr, 1OR A 96 95 WH - 3 PHASE_ LB �3 T�xZT3 - -x Contactor � � BL/RD - BLUE/RED (STRIPE) 1 Amp Max -x Starter - R GN -,OW#EEN STRIPE ST -3 OL -3 3 PHASE 208V -3 OL -3 L -x Overload ORA 2 96 95 WH 03 SoSwitch (8LO 4 INSTALLED FIRE SYSTEM MICROSWIMCH, THE TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED. SE 1AMP SLO FUSE -PS -1I -FUSE T2 T3 1—x(1 ---- ST -4 OL -4 Cn / S-xx Ught Switch NOTE 1: RTD TEMP SENSOR HELD WIRED WHEN RISERS SHIPPED LOOSE. WHEN MULTIPLE TEMP SENSORS USED ON ONE FAN SWRCH, EACH SENSOR IS WIRED TO ITS OWN CONTROLLER AND THE CONTROLLER TERMINALS 4, 7, 10 AND 11 ARE WIRED IN PARALLEL. A i AMP SLO-BLO FUSE CONNECTS BETWEEN TERMINALS 6 AND 8 ON EACH CONTROLLER. ORA 2 9fi 5 WH U Hood Ught(s) Ln S -x MicroSwitch (Ansul/PyroChem) 5 Rx Relay DPDT - 34.110.0184.0 + Socket 6 R1-1 BK NC C 7 ST-5 OL -5 ryVW U) H o Cn A 2 96 95 WH C -XX TEMPERATURE CONTROLLER PXR4-WASI-GV0A8 0 N -x Tamp Sensor A/100-3W-PO-4"-EXPL (Note 1) a Q C: 7- 9 < Q H SPARE FIRE DRY CONTACTS I z SPARE RELAY CONTACTS USED WHEN FIRE U SYSTEM DISCHARGES TO SHUT DOWN ,� D SHUNT TRIP, EOUIPMENT... OR PROVIDE O DATE: 11 /5/2012 SIGNALS. (NOT FOR BUILDING FIRE ALARM) - - - �.-_- -� R2-1 R2-2 -C -- TR C C - AR O - - AR c3 ° BK TC -at J WH TR: Tripped. AR: Armed. C: Common 1 1�1 1 2MS- C LJum er C1 C AR1 TR1 BK 2 4 NO 13 14 LIGHT INPUT 120VAC H2-H5=LINE, N2-N5=NEUTRAL 15A BKR (MAX 140OW PER CIRCUIT) 15 LS -01 R - H2 B ,z BR—T=om - LS Ko -H W umper N2 - LIGHTS OUT IN 16 FIRE CONDITION. 20 GAUGE STEEL 17 CONSTRUCTION 1 3 PHASE 208V L� JGE 4�_ ROOF OPENING \ \ 16" DIMENSIONS 16" FEATURES:- - 1/2" ACOUSTIC HOUSING INSULATION — 20 GA. GALVANIZED STEEL HOUSING — PLUG TYPE DISCONNECT — BUILD IN AUTOMATIC BACKDRAFT DAMPER — AMCA SOUND & AIR CERTIFIED — UL LISTED — CAN BE INSTALLED IN CEILING OR WALL — 8 POSITION MOUNTING BRACKETS OPTIONS FAN CONTROL — 3 AMP FAN MOUNTED SPEED CONTROL FOR CFA CEILI Rx RELAY SOCKET STYLE "CLION'Siw EF -1 C_ -R' No 4 ] MfcroSItch NO -BL NCC 1.8 15A 8 -RD NC -PR Coo e T 3 NO -8K cOM 6 a 3 NC -BR OTOR TAG PH VLT HP FLA BRK 1 EF -1 3 208 0.5 1.8 15A 8 UA -1 3 208 3 9.5 -- 2 F EF -2 3 208 1.5 9.7 15A 3 EF -3 3 208 0.75 24 wO EF -4 3 208 0.75 2.7 15A 18 INPUT - L1 Lt TF 1 t�_T7 _ 3 WIRE - LZ L2 T2 T2 2 T3 _ _ GR 1 -L L3 3 PHASE_ L3 F ---ice----- 19 3 PHASE 208V 0 a ST -5 OL -5 L1 T1 T1 c9 U 00 20 L2 T1�T2 L3 -- SUP -8 GR U 00Q z CQ I > W wO 21 3 PHASE 208V 3 PHASE 208V z x� ymtmae N(- 11111" VIIIIIIII - macaw in ST -2 OL -2 Li T1 T1 INPUT - L4 ! —�� ---- _ `2 T2 T2 __ ST -4 OL -4 L1 T1 T1am INPUT - L7 f—� ---- GR _ L2 T2 T2 __ �-2 GR EXH-4 OL _ aW t:Y _ _ OR/8L -ORANGE/BLUE (STRIPE) 2g PHASE -WIRE Le �= ��'� --- - 3 PHASE_ LB �3 T�xZT3 - - — � � BL/RD - BLUE/RED (STRIPE) c - R GN -,OW#EEN STRIPE \i I I 3 PHASE 208V -3 OL -3 NOTE: IF WALL MOUNT PREWIRE, OR FIELD 03 �L2T2 T___GR ^` E7-3 INSTALLED FIRE SYSTEM MICROSWIMCH, THE TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED. 24 T2 T3 1—x(1 ---- z Cn / mow NOTE 1: RTD TEMP SENSOR HELD WIRED WHEN RISERS SHIPPED LOOSE. WHEN MULTIPLE TEMP SENSORS USED ON ONE FAN SWRCH, EACH SENSOR IS WIRED TO ITS OWN CONTROLLER AND THE CONTROLLER TERMINALS 4, 7, 10 AND 11 ARE WIRED IN PARALLEL. A i AMP SLO-BLO FUSE CONNECTS BETWEEN TERMINALS 6 AND 8 ON EACH CONTROLLER. p 18 X 18 X 6 B O X , 1 DAIL- 0 Al 0 a O c9 U 00 N I 00 � U 00Q z CQ I > W wO O f-- Q W z x� O � � W c0 z W Q0 c o U r , N [PT°9J O N CL� F— (Ln 00� O Q M W z Cn / mow U = 0- U Ln LJ O Li Ln F—i U) H o Cn Cl- F --I C 0 ._ n Q C: 7- < Q H I z U 4—J O DATE: 11 /5/2012 DW6.#: 1658272 DRAWN BY: SCALE: 3/4" = 1 ' —0" MASTER DRAWING SHEET NO. 4 Seal 239 SoutMand Drive - Lexington, KY 40503 859-276.2006 - 859.276-2901 Facsimile DP3 ARCHITECTS OM AtM"f X lECM LTD. 211 ftd Dour 86" Gxeonvft, SC 20801 T. 884.282.81200 F.864AN.7WY www.DP3wdd sod.00m Project -ouTRA4K� Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions KITCHEN HOOD ELECTRICAL PACKAGES AND EXHAUST FANS M4.3 DIVISION 15 - MECHANICS SECTION 151H - GENERAL MECHANICAL REQUIREMENTS 1. SCOPE OF WORK A. The work to be accomplished under this Section of Specifications includes the furnishing of all labor, materials, supervision and equipment for the complete installatior of air conditioning, heating, ventilating, plumbing, together with all the necessary auxiliaries and appurtenances. Generally the work shall consist of, but is not limited to, items listed in the following paragraphs. B. Air Conditioning and Heating: Factory built air conditioning and heating units of the single zone roof top package, filters, fans, motors, drives, H.V.A.C. units, hoods, etc. C. Air Distribution System: Sheet metal ductwork, volume dampers, splitter dampers, turning vanes, air control devices, grilles, registers, diffusers, flexible duct and transitions to all devices. D. Plumbing: Soil, waste and vent piping, domestic hot and cold water distribution, hot water generators, fixtures, grease traps, vents, condensate lines of HVAC and miscellaneous equipment, under floor or overhead soda, refrigerant line conduit and/or roof leaders. E. Miscellaneous: Supply and exhaust fans, temperature controls, thermal insulation, apparatus foundations and supports, pipe hangers and supports and all necessary tools, accessories and appliances as required to make all systems complete and operative. 2. PRODUCTS AND EXECUTION A. Electrical Provisions for Mechanical Work: Except for such items as are normally wired up at their point of manufacture and so delivered, and unless specifically noted to the contrary herein, the Electrical SubContractor will do all electric wiring of every character for power supply. Control wiring shall be fumished and installed by the Electrical SubContractor. This SubContractor shall erect all motors in place ready for connection. Except for such items as are normally supplied with starters installed (HVAC units, dishwashers, etc.) at their point of manufacture. All other starters not furnished with equipment to be furnished and installed by Electrical Contractor. The Electrical SubContractor will mount all such starters, as directed, furnishing supporting structures where necessary. The Owner and other Contractors shall furnish with each item requiring electrical connections, the necessary instructions and wiring diagrams to the Electrical SubControctor. The Electrical SubContractor shall refer to the specifications to determine the scope of the work. B. Chases and Openings: Various divisions. However, the locations of all inserts and openings shall be determined and coordinated with other divisions in ample time to avoid cutting new construction. C. Roof Flashing of Ducts and Curbs: Shall be by the General Contractor. Coordinate all work required for the mechanical equipment with the General Contractor. D. Openings in Roof Deck: Where piping, ducts, vents or any other mechanical apparatus penetrates roof deck and opening is not specifically shown on structural drawings, obtain Owner's approval of location and size. Openings in roof shall be by the General Contractor. 3. PERMITS, FEES AND CODE REGULATIONS A. Permits: Obtain all permits required to do this work and pay any fees required to such permits. B. Regulations: Conform to all State and Local Ordinances and Rulings, applicable to this work and in effect at the time the work is performed. Approval of various insuring and inspection authorities shall be obtained. When requested, competent evidence of compliance, with applicable codes, shall be furnished. C. Conflicts: If a conflict exists between the drawings and/or specifications and any above mentioned authority, the Contractor shall advise the Owner/Engineer in writing five (5) days prior to presenting Proposal or stand any cost required to meet regulations. 4. STRUCTURAL AND SPACE CONDITION A. The specifications and accompanying drawings are intended to encompass a system that will not interfere with the structural, electrical and architectural design of the building, and which will fit into the several available spaces. As it is not within the scope of the drawings to show all necessary offsets and obstructions of structural conditions, it shall be the responsibility of the Contractor to install his work in such a manner that it will conform to the structure, avoid obstructions and interferences with other trades, preserve headroom, and keep openings and passageways clear. B. Do not run piping or ductwork, or locate equipment (with respect to switchboards, panel boards, power panels, motor control centers or dry type transformers) within 42" in front of equipment, over equipment or within 36" horizontally of some space. 5. DRAWINGS A. The drawings as prepared are diagrammatic but shall be followed as closely as actual construction of the project and the work of the trades will permit. Changes from the drawings necessary to fit the work of various trades, to conform to equipment actually being installed, or to conform to the rules of authorities having jurisdiction shall be made without additional cost to the Owner. 6. AS -BUILT DRAWINGS A. Provide and keep up-to-date, a complete record set of blue line prints which shall be corrected daily with dated notations, and shall show every change from the original Contract drawings. This set of prints shall be kept on the job site and shall be used only as a record set. 7. PROTECTION OF MATERIALS A. Take such precautions as are necessary to protect all equipment and materials from damage. 8. WORKMANSHIP A. Labor shall be performed in a workmanlike manner by mechanics skilled in their particular trades. 9. MATERIALS AND EQUIPMENT A. All materials shall be new and of the best quality. Where manufacturer's names and model numbers are mentioned in the specifications, it is intended to set a standard of quality and shall not be construed to limit competition unless specifically stated in drawings or to discriminate against "equal" products of other manufacture. The words or approved equal" are to follow each material specification where a substitution will be considered. Any proposed substitution must be submitted for comparison and it is understood that the Engineer shall be the sole judge in the matter. 10. VIBRATION AND NOISE A. Each of the various pieces of equipment shall operate without objectionable vibration or noise. All rotating equipment shall be in static and dynamic balance and shall be mounted, supported and fastened so that no equipment vibration will be transmitted to the building. The specific size of vibration isolation shall be in accordance with manufacturers recommendation and shall be submitted to the Owner for approval. If, in the opinion of the Owner, objectionable vibration or transmission thereof to the building occurs, the Contractor shall execute remedial measures as may be necessary to eliminate such unsatisfactory operating conditions, at the Contractor's expense. 11. OPERATING INSTRUCTIONS A. Brochures: Written instructions, assembled and bound in brochures, shall be fumished in triplicate for operating and maintaining all equipment furnished under this Division of the Specifications. Instructions shall include all normal adjustments, a list of lubricating points with the type and frequency of lubrication required. Parts lists shall be furnished. B. Demonstration: Upon completion and acceptance of work by the Owner, the Contractor shall be provided to instruct the operating personnel in the operation of the entire installation. Two sessions shall be held, one for summer operation and one for winter operation, both in the respective seasons. C. Equipment location, and Use: Provide, in triplicate, suitably bound operating book containing all equipment, its location, use and description and building schematics. Submit to Owner for approval before printing in final form. D. Contractor shall instruct manager on the programming of all thermostats. This shall be a hands-on explanation. Contractor shall also provide manager with booklet showing programming instructions. 12. FINAL INSPECTION A. Schedule: Upon completion of Contract, there shall be a final inspection of the completed installation. Prior to this inspection, all work under this Division shall have been completed, tested, balanced, and adjusted and in final operating condition. B. Personnel: A qualified person representing the Contractor must be present at this final inspection to demonstrate the system and prove the performance of the equipment. 13. CUTTING AND PATCHING A. Where cutting and patching becomes necessary to permit the installation of any work under this Contract, or should it become necessary to repair any defects that may appear in patching up to the expiration of the guarantee, such cutting shall be done under the supervision of the Owner by the trade of SubContractor whose work is to be disturbed. After the necessary work has been completed, damage shall be repaired by the trade of SubContractor whose work has been disturbed. The cost of all cutting and patching shall be paid by the trade of SubContractor requiring it to be done. 14. EXCAVATION AND BACKFILLING A. Provide necessary excavating and bookfilling for the installation of work specified in this Division. Trenches for underground piping and conduits shall be excavated to required depths with bell holes provided as necessary to ensure uniform bearing. Care should be taken not to excavate below depth, and any excavation below depth shall be refilled with sand or gravel firmly compacted. Where rock or hard objects are encountered, they shall be excavated to a grade size inches (6") below as specified. After the pipe has been installed, tested and approved, the trenches shall be backfilled to grade with approved material, well tamped or puddled compactly in place. Do not proceed with backfill operations until piping has been inspected by the Owner or by the local inspector of the municipality in which the work is being performed. Do not perform backfilling operations except in the presence of the Owner or inspector. All piping outside the building shall be installed below the frost line. Where streets, sidewalks, etc. are disturbed, cut or damaged by this work, the expense of repairing some in a manner approved by the Owner shall be a part of this Contract. 15. GUARANTEE A. The guarantee provision of this specification requires prompt replacement of all defective workmanship and materials occurring within one year of job acceptance. This includes all work required to remove and replace the defective item and to make all necessary adjustments to restore the entire installation to its original specified operating condition and finish at the time of acceptance. SECTION 15776 - HEATING. VENTILATING AND AIR CONDITIONING 1. WORK INCLUDED A. Heating, ventilating and air conditioning work required, including hoisting of equipment to the roof and setting it in place, includes, but is not necessarily limited to: 1) Package heating, ventilating and air conditioning units. 2 Installation of owner furnished exhaust hoods. 3 All HVAC & hood exhaust ducts, dampers, grilles, registers and diffusers. (4) Insulation of ducts and piping. (5) Installation of Owner furnished exhaust fans. (Ductwork furnished & installed by Contractor). (6) HVAC controls. 2. INTENT OF DRAWINGS A. The drawings are diagrammatic to the extent that they do not indicate offsets, bends, special fittings and exact locations. B. Piping, ductwork, apparatus and equipment shall be installed to avoid obstructions, preserve headroom, keep openings and passageways clear, and make all operating equipment accessible for maintenance. C. Governing Codes and Standards: (1) Install all work in accordance with the rules and regulations of the Standards of Safety, adopted and approved by the Insurance Underwriters and the latest standards recognized by ASHRAE and SMACNA and in accordance with the Florida Building and Mechanical Codes. (2) In case of conflict between said codes and the drawings, the codes shall govern in all cases; However, notify Owner, before making such change. 3. EXAMINATION OF DRAWINGS AND SITE A. Before commencing the work, the Contractor shall carefully study the drawings, specifications and site. He shall definitely determine in advance the methods of installing and connecting the apparatus, the means for getting the equipment into place, and shall make himself similar with all of the requirements of the Contract. Equipment shall physically fit the area allocated with ample access for service. B. The Contractor shall refer any discrepancies to the Architect for decision before proceeding with the work. 4. SUBMITTALS A. Materials List: The Contractor shall submit, at his expense, three (3) copies of equipment brochures in index form within fifteen (15) days after contract is signed. All equipment and material submittals shall be submitted at one time. The drawings submitted shall bear the stamp of approval of the Contractor as evidence that the drawings have been checked by the Contractor and comply with the requirements of the Contract drawings and specifications. 5, GUARANTEE A. Furnish written, certified guarantee, in acceptable form, to the Owner, against defective workmanship, materials, and operating equipment; further, guarantee to rebalance and adjust entire system or any part thereof, as required for perfect operation for a period of at least one (1) year after acceptance, including cost of refrigerant charge. Repair, replace and make satisfactorily operative any and all defective items and work holding Owner free from any cost and liability in connection therewith for the term of guarantee. The manufacturer shall provide a warranty on his unit compressors for a period of five (5) years. 6. COORDINATION WITH OTHER TRADES A. The work under this section shall be coordinated with other trades to maintain a rapid and smooth construction progress with a minimum of interference. 7. PAINTING A. Apply one (1) coat of Zinc Chromate, or Rustoleum to bare metal surfaces of supports, etc. Color to match unit's color or as directed by Owner. 8, CLEANING UP A. All equipment and exposed surfaces shall be left smooth and clean. All plate work shall be polished and the entire premises shall be cleaned of unused materials, rubbish, debris and grease spots. 9. PRODUCTS A. GENERAL (1) All Equipment shall be the capacity and type shown on the Equipment Schedule on the drawings and shall be as manufactured by one of the manufacturers designated on that schedule or shall be an equal approved in advance by the Architect. B. SHEET METAL WORK (1) Sheet metal: Prime steel sheets, hot dipped galvanized of the following gauges: (a) Up to 12" wide or diameter, #26. (b) 13" to 16" wide or diameter, #24. (c) 17" to 18" wide or diameter, #22. (d) 19" to 20" wide or diameter, #20. (e) 21" to 30" wide or diameter, #18. (f) 31" to 36" wide or diameter, #16. (g) Partitions forming plenum or suction chambers, #18 gauge with 1-1/2" x 1-1/2" x 3/16" galvanized iron angle and rivets for seam connection and stiffening. (2) Duct Construction: (a) Longitudinal Joints: Pittsburgh comer seams or snap lock. (b) Transverse Joints: Standing drive slip. (c) Supports: Except as otherwise specified, all duct hangers shall be constructed of 3/4" No. 16 galvanized strap, spacing not to exceed eight foot intervals. Where duct hangers exceed six feet in length, provide adequate sway bracing. All vertical ducts shall be supported on angle iron brackets. (d) Elbows: Made for an easy flow of air for minimum friction, inside radius equal to width of duct. Provide elbows with approved duct turns where indicated on plans or where space does not permit required radius. (e) Flexible Connection: At all fans, connections shall be Neoprene coated glass fiber cloth ends which are to be turned into abutting ends of sheet metal or angle iron frames so as to form a gasket to form an air tight joint. (3) Workmanship and construction shall meet and exceed the standards as set forth by SMACNA (4) Duct sealing: Seal Class 'C". C. Grilles, registers and diffusers (1) Sizes: As indicated on drawings. Supply diffusers: As indicated on drawings. �2) 3 Return Air Re isters: As indicated on drawin s. ) 9 9 D. DUCT INSULATION (1) Insulate all supply and return air ducts with foil faced blanket, see plans for additional information. R = 6.0 min. installed. (2) Maximum 25 flame spread 50 smoke developed. 10. EXECUTION A. INSTALLATION OF EQUIPMENT (1) General: (a) Install all equipment where indicated on the approved Contract drawings. (b) Avoid interference with structure and the work of other trades: do not md into load carrying members without the specific approval of the Architect. (c) Temperature control system shall be as shown on the drawings. B. ACCEPTANCE (1) The system shall not be considered for acceptance until the Mechanical subcontractor has completed work and demonstrated to the representative of the Owner, proper operation of the system and strict compliance with the specifications, particularly in reference to the following articles of these specifications. (a) Testing (b) Cleaning (c) Instructions and Operating Manuals (d Training of Operating Personnel (e) As -Built Drawings (f) Guarantee Certificates (g) Start up and Test Document C. AIR CONDITIONING UNIT START UP AND TEST (1) All new air conditioning equipment shall be started and checked by the manufacturer's factory service personnel. Any problems arising with the equipment shall be corrected by the manufacturer. The manufacturer shall provide a check list or report on the operation of the equipment which shall be forwarded to the Architect. D. GUARANTEE (1) The guarantee provision of this specification requires prompt replacement of all defective workmanship and materials occurring within one year of job acceptance. This includes all work required to remove and replace the defective item and to make all necessary adjustments to restore the entire installation to its original specified operating condition and finish at the time of acceptance. 11. EXHAUST HOOD AND FAN SYSTEM Kitchen hoods, exhaust and toilet exhaust fans, all complete with roof mounting curbs, collars and dampers will be furnished to the job site by the Owner. The Contractor will hang the hoods, set fan curbs and fans, and furnish and install all interconnecting sheet metal ductwork as required by code and per hood manufacturer's cut sheets. Install collars that are shipped loose. 12. TESTING, ADJUSTING AND BALANCING The testing, adjusting and balancing of the air conditioning and hood system will be performed by an independent technical firm employed directly by the Owner and shall not be part of the contract. The Air Conditioning Contractor shall provide and coordinate the services of qualified responsible mechanics and other personnel as required to correct, repair or replace all deficient items or conditions found during the testing and balancing period. Air balance report shall be submitted to owner & building department. HINGED EXHAUST KITCHEN EXHAUST IN FAN BASE - ` VENTED CURB z CONNECT DUCT BELOW FAN INTAKE, SEAL AIRTIGHT AT - ,-----------------------FLANGE-- 0 _z g j I NAILER PREFABRICATED CURB ANCHORED Q ;TO ROOF STRUCTURE MEMBERS, 00 f ( REFER TO STRUCTURAL DRAWINGS. -----------------.--__--..---_-L-__________-5 _______-__-___-__________ _______-__.___.-.__-_ __ __________ _----------------------------------------------------------- 3" -.__-_______ ___.______-____-_-_-______-_-____-__-3" CONTINUOUS FLASHING I 20 GAUGE SEAL OPENING AROUND ALUMINIZED STEEL DUCT WITH KAOWOOL. CONSTRUCTION 15 KITCHEN HOOD EXHAUST FAN N ACCO DANCE D SYSTEMSALL KITCHEN M 5.0 NTS SCOOP ALRFLOW FLOW NOTE: 1. SEE FLOOR PLANS AND SPECIFICATIONS FOR DUCT INSULATION REQUIREMENTS. ROUND SUPPLY DUCT 1 TO SINGLE AIR OUTLET M5.0 NO SCALE VOLUME DAMPER WITH 3/8' LOCKING QUADRANT AND END BEARING. (D+1) x (D+1) x (D+1) DIFFUSER PLENUM WITH 1/2" RECTANGULAR MAIN LINER, OR DIFTUSER NECK SUPPLY AIR DUCT. SIZE (WHICH EVER IS ROUND SHEET LARGER). METAL DUCT. FLEX DUCT DIAMETER 'D' i 1 - SPIN IN COLLAR W/ CIRCULAR CLAMP ACCESSIBLE FLARED SHOULDER & VOLUME DAMPER INTEGRAL SCOOP. CEILING LEVEL IN DIFFUSER NECK. SUPPLY AIR DIFFUSER WITH SQUARE NECK. SEE DIFFUSER SCHEDULE FOR FRAME TYPE. CONFIRM CEILING WRAP INSULATION ABOVE TYPE ON ARCHITECTURAL PLANS. CEILING DIFFUSER AND PROVIDE hma CONTINUOUS VAPOR BARRIER FROM 1. SEE SHEET M2 AND SPECIFICATIONS DUCT AROUND ENTIRE DIFFUSER FOR DUCT INSULATION REQUIREMENTS. 2. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE W-0" t5-"\ SUPPLY AIR DIFFUSER DETAIL M� NO SCALE 16 GA WELDED HOOD EXHAUST DUCT HIGH TEMPERATURE RATED (I 59P) OR ASE GHT GASKET( R U HOODDEXHAUUSTT DUCAME T ALL -THREADED ROD, TO FRAME T O.C. MAX. 16 GA. ACCESS COVER /CARBON STEEL WING NUTS ACCESS DOOR SHALL BE SIMILAR TO KEES MODEL KEDA-A SIDE OR TOP OF DUCT) KEDA-8(BOTTOM OF DUCT) HOOD EXHAUST DUCT CLEANOUT NO SCALE X 30' _EMAUST FAN SEE PLAN r- ROOF STAINLESS STEEL DUCT ZALL SOLDERED SEAMS D JOINTS WATERTIGHT. 5'f I I CEIUNG FLARED SHOULDER ' 1 WATERPROOF WIRING. ii SPIN IN COLLAR WITH INTEGRAL SCOOP INSULATED MEET METAL DUCT 45' VOLUME DAMPER WITHEND 3/8' LOCKING QUADRANT AND END BEARING. BY M.C., SEE EQUIP. BEARING SUPPLY DUCT 1/3 W, 5" MINIMUM CUT SHEETS FOR DISHWASHER W/ MEMBRANE BOOT VOLUME DAMPER WITH BACKORAFT DAMPER GALVANIZED STEEL (SEE SCHEDULE) INSULATION. _ 3/8' LOCKING QUADRANT A 5" ON CENTER BOLTS CIRCULAR CLAMP AND END BEARING. MEMBRANE FLEXIBLE DUCT. ROOFING. PIPE. CONDUIT. TING A.C. UNIT. SUPPLIED 771cr RIGID INSULATION. tin STEEL DUCT WITH METAL ROOF DECK. (USE TOILET FLANGE) BRANCH DUCT 18"08"xt P.T. PLYWOOD PLATE - ALL WELDED SEAMS RIGID INSULATION BY SCREWED TO METAL ROOF DECK. ROOFING CONTRACTOR IN NOTE: 1. SEE FLOOR PLANS AND SPECIFICATIONS FOR DUCT INSULATION REQUIREMENTS. ROUND SUPPLY DUCT 1 TO SINGLE AIR OUTLET M5.0 NO SCALE VOLUME DAMPER WITH 3/8' LOCKING QUADRANT AND END BEARING. (D+1) x (D+1) x (D+1) DIFFUSER PLENUM WITH 1/2" RECTANGULAR MAIN LINER, OR DIFTUSER NECK SUPPLY AIR DUCT. SIZE (WHICH EVER IS ROUND SHEET LARGER). METAL DUCT. FLEX DUCT DIAMETER 'D' i 1 - SPIN IN COLLAR W/ CIRCULAR CLAMP ACCESSIBLE FLARED SHOULDER & VOLUME DAMPER INTEGRAL SCOOP. CEILING LEVEL IN DIFFUSER NECK. SUPPLY AIR DIFFUSER WITH SQUARE NECK. SEE DIFFUSER SCHEDULE FOR FRAME TYPE. CONFIRM CEILING WRAP INSULATION ABOVE TYPE ON ARCHITECTURAL PLANS. CEILING DIFFUSER AND PROVIDE hma CONTINUOUS VAPOR BARRIER FROM 1. SEE SHEET M2 AND SPECIFICATIONS DUCT AROUND ENTIRE DIFFUSER FOR DUCT INSULATION REQUIREMENTS. 2. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE W-0" t5-"\ SUPPLY AIR DIFFUSER DETAIL M� NO SCALE 16 GA WELDED HOOD EXHAUST DUCT HIGH TEMPERATURE RATED (I 59P) OR ASE GHT GASKET( R U HOODDEXHAUUSTT DUCAME T ALL -THREADED ROD, TO FRAME T O.C. MAX. 16 GA. ACCESS COVER /CARBON STEEL WING NUTS ACCESS DOOR SHALL BE SIMILAR TO KEES MODEL KEDA-A SIDE OR TOP OF DUCT) KEDA-8(BOTTOM OF DUCT) HOOD EXHAUST DUCT CLEANOUT NO SCALE X 30' _EMAUST FAN SEE PLAN r- ROOF STAINLESS STEEL DUCT ZALL SOLDERED SEAMS D JOINTS WATERTIGHT. 5'f I I CEIUNG DISCONNECT SWITCH, FURNISHED BY EQUIP. WATERPROOF WIRING. ii SECURE FAN TO CURB SUPPLIER, INSTALLED WITH NONFERROUS RAISED CANT FOR BY M.C., SEE EQUIP. FASTEN DUCTS TO SIDE INTO NAILER. CUT SHEETS FOR DISHWASHER W/ MEMBRANE BOOT EXACT ROMTS. BACKORAFT DAMPER GALVANIZED STEEL (SEE SCHEDULE) INSULATION. 10 EXHAUST FAN DETAIL A 5" ON CENTER BOLTS EACH SIDE OF GASKET IM- REFRIGERATION LINES MEMBRANE 4x16 STAINLESS ROOFING. PIPE. CONDUIT. TING A.C. UNIT. SUPPLIED 771cr RIGID INSULATION. tin STEEL DUCT WITH METAL ROOF DECK. (USE TOILET FLANGE) 18"08"xt P.T. PLYWOOD PLATE - ALL WELDED SEAMS RIGID INSULATION BY SCREWED TO METAL ROOF DECK. ROOFING CONTRACTOR VERIFY WITH INSULATED ROOF CURB PLANS. TYPICAL REFRIGERANT PIPE QUIPME14T ANCHOR CURB TO SUPPORT FLASHING CONTRACTOR & INSTALLED SUPPLIER) ANGLE WITH GRADE A397 OR DISHWASHER ROOF KITOO FLOOR � DISHWASHER HOOD DETAIL NO SCALE NOTES; - 1. ROUND DUCT TAKEOFFS ARE SIMILAR EXCEPT HAVE SPIN -IN COLLAR WITH INTEGRAL SCOOP. BEARING RECTANGULAR SUPPLY DUCT 2 TO SINGLE AIR OUTLET MS_O NO SCALE AIR FLOW MAIN DUCT PROVIDE VOLUME DAMPER WHEN BRANCH DUCT HANDLES MULTIPLE AIR OUTLETS BRANCH DUCT FROM SINGLE INLET - W 45' NOTE: � 1. NOT PERMITTED AT END OF DUCT. SINGLE OR DOUBLE ELBOWS REQUIRED. RECTANGULAR RETURN r61 /EXHAUST DUCT TAP M5. I NO SCALE SEE SCHEDULE FOR DRIVE TYPE CENTRIFUGAL ROOF EXHAUSTER COMPLETE 1/3" W, 5" MIN. END BEARING WITH: BIRD SCREEN, 4'4 PVC PIPE SECTION DISCONNECT SWITCH, (TYP.). WATERPROOF WIRING. ii SECURE FAN TO CURB SEALANT. WITH NONFERROUS RAISED CANT FOR SCREWS (2) MIN. PER INSULATION. (HEIGHT SIDE INTO NAILER. AS REQUIRED.) PREFAB. CURB MEMBRANE BOOT WITH ROOFING BACKORAFT DAMPER NAILER AND (SEE SCHEDULE) INSULATION. 10 EXHAUST FAN DETAIL A 5" ON CENTER NO SCALE RET. DUCT AS APPLICABLE MIN. 10" DEEP PLENUM 4' LARGER THAN GRILLE SIZE S -SLIP ON 2 SIDES FITS ON T -BAR SEAL MOUNTED PERIMETER CEILING 1/2"0/2" EOG -CRATE ONE TiTUS WF. FITS ON T -BAR T -BAR -��- `Iwo,- HINGE LATCH --.-- NOTE CONTRACTOR TO SHOW STORE PERSONNEL HOW TO REMOVE CORE FROM HINGED PANEL 13 RETURN GRILLE DETAIL (KITCHEN) NO SCALE FASTEN FLEX WITH PANDUIT STRAPS 3" MINIMUM EXTENSION FLUSH MOUNTED, OPPOSED BLADE, RADIAL DAMPER (PER SCHEDULE) DIFFUSER FLEX DUCT CONN. TO DIFFUSER DT'L NO SCALE 'A' - AMISS PANEL - MIN. 3 HINGES/DOOR MIN 3 LATCHES/DOOR - -------------------------- `i ?; �. I` a B r: r 8 DUCT r INSULATION 11� GASKET i. SECTION 'A - A" i SECTION 'B - B' NOTES, ACCESS DOOR 1. LATCHES SHALL BE OF THE WEDGE TYPE TO CLOSE DOORS TIGHTLY. 2. HINGES ON THE ACCESS DOORS SHALL HAVE NON -CORROSIVE PINS. 3. PROVIDE ACCESS DOORS ON AIR HANDLING UNITS AND DUCTWORK INSTALLED IN EQUIPMENT ROOMS. PROVIDE ACCESS PANELS ON ALL EQUIPMENT AND DUCTWORK INSTALLED ABOVE FINISHED CEILINGS WHERE SPACE LIMITATIONS DO NOT ALLOW HINGED DOORS TO OPEN. X31 ACCESS DOOR AND PANEL DETAILS NO SCALE SEE SCHEDULE FOR DRIVE TYPE CENTRIFUGAL ROOF EXHAUSTER COMPLETE WITH: BIRD SUM, DISCONNECT SWITCH, WATERPROOF WIRING. RAISED CANT FOR INSULATION. (HEIGHT AS REQUIRED.) - SECURE FAN TO CURB WITH NONFERROUS SCREWS (2) MIN. PER SIDE INTO NAILER. a to '-PREFAB. CURB BAOKDRAFT DAMPER WITH ROOFING (SEE SCHEDULE) NAILER AND INSULATION. 71 CENTRIFUGAL ROOF EXHAUSTER NO SCALE NO SCALE AIR FLOW LENGTH=W+1/3"W - 1/4"9 CLEARANCE SUP SLEEVE 1/4"0 PUSH PULL ROD 1/4' SET SCREW LOO( 1/3 W, 5' MINIMUM - VENTLOOK /8S3 KL09E0 BALL JOINT HEM EDGE A- PIVOT 45' 1 /4" SET SCREW LOCK BRANCH DUCT W NOTE$ I. THIS DETAIL IS TO BE USED IF BRANCH DUCT SERVES MORE THAN ONE OUTLET. RECTANGULAR SUPPLY r41 DUCT W/ CLINCH COLLAR M� NO SCALE eiOIE 4'4 PVC PIPE SECTION SEAL ALL SHEET METAL SCREWS (TYP.). AND JOINTS WITH SILICONE (4) 45' PVC ELBOW SEALANT. TO 1/2" BIRD SCREEN TO FITTING. S S. CLAMP. SEAL OPEN END OF PVC PIPE &/EXPANSION MEMBRANE BOOT FOAM &CAULK FOR BY ROOFING MFR. WATERPROOF SEAL. HEAT WELD ALL PROVIDE 1/4" BUTYL CAULK A 5" ON CENTER AROUND. EACH SIDE OF GASKET IM- REFRIGERATION LINES MEMBRANE 4" PVC FED THROUGH PVC PIPE ROOFING. PIPE. CONDUIT. TING A.C. UNIT. SUPPLIED 771cr RIGID INSULATION. tin BLACK PVC FLANGE METAL ROOF DECK. (USE TOILET FLANGE) 18"08"xt P.T. PLYWOOD PLATE - SCREW TO PLYWOOD: MIN. (4) LOCATIONS. RIGID INSULATION BY SCREWED TO METAL ROOF DECK. ROOFING CONTRACTOR REFRIGERATION LINES. SEE MECH. INSULATED ROOF CURB PLANS. TYPICAL REFRIGERANT PIPE ROOF DETAIL NO SCALE AIR FLOW LENGTH=W+1/3"W - 1/4"9 CLEARANCE SUP SLEEVE 1/4"0 PUSH PULL ROD 1/4' SET SCREW LOO( 1/3 W, 5' MINIMUM - VENTLOOK /8S3 KL09E0 BALL JOINT HEM EDGE A- PIVOT 45' 1 /4" SET SCREW LOCK BRANCH DUCT W NOTE$ I. THIS DETAIL IS TO BE USED IF BRANCH DUCT SERVES MORE THAN ONE OUTLET. RECTANGULAR SUPPLY r41 DUCT W/ CLINCH COLLAR M� NO SCALE eiOIE RIVET OR WELD ANGLE SEAL ALL SHEET METAL SCREWS TO DUCT OPENING. BOLT AND JOINTS WITH SILICONE METAL FRAME WITH 1/4" SEALANT. TO 1/2" BIRD SCREEN TO (SIMILAR FOR MAKE UP AIR UNIT) ANGLE. 135 DEGREES MINIMUM WELD DUCT AT CONNECTION WITH 70xx WELD OR BETTER PER SIDE OF 18 GAGE GALV. STEEL / SHEET METAL SCREWS STRAPS TWO STRAPS PER SIDE OF PROVIDE 1/4" BUTYL CAULK A 5" ON CENTER AC UNIT, LOCATE STRAP WITH -IN 12" EACH SIDE OF GASKET IM- (GRADE A3117 OR BETTER) OF EDGE OF AC UNIT (TOTAL OF 8) MEDIATELY PRIOR TO SET- GOOSENECK TO CURB N TING A.C. UNIT. SUPPLIED FLASHING BY G.C. SIMILAR TO DETAIL 11/M4 NAILER STRIP RIGID INSULATION BY ROOFING CONTRACTOR A.C. DUCT INSULATED ROOF CURB N FACTORY 14" ROOF CURB t UNDER COUNTER - ANCHOR CURB TO SUPPORT FLASHING CONTRACTOR & INSTALLED ANGLE WITH GRADE A397 OR BETTER BOLTS ROOF PROVIDE ANGLE SUPPORT ROOF- BELOW CURB TO ATTACH TO FOR FRAMING ROOF STRUCTURE. WELD TO ROOF JOIST WITH 70xx SUPPORT STRUCTURE WIELD OR BETTER. r8 -" EXHAUST GOOSENECK DETAIL M5.0 NO SCALE 22" WIDE x 22' WIDE INSULATED SUPPLY PLENUM 1" MIN WRAP INSULATION SIDE INLET SUPPLY AIR DUCT 1�------------------------ SEAL DUCT INSULATION TO PLENUM WRAP INSULATION T -BAR PERFORATED FACE SUPPLY GRILLE CEILING 12 PERFORATED FACE SUPPLY GRILLE DTL 1/z' SEM o TU Y, POaMEI pp�pN JOINT ON FIRSTBAYM µy 1f0IC1AL aERANIC6 RM AL �AOfED00R. A11VN! sPEm ams - OjA- Na HUTS 11ERIALj�0�5R_AIQOS FI '�g1�l,N fA97YNpl�AP�IUy �TtNt��a,- 81ibI DWALL � a �ii'ANae°1i RM ,-1 100 1/2.mn/e' �/E DUCT EMM JA AOM HaLE- AOOEBS FPM9 - WIM TO DUCT =A. DIA, ALL -I Rao AaaEss-1 THRMAL POST amts up 923 FMMAs1ER Oy9TA EE9EaN0IA 30893 ASTM E -23M G i SECT ALTUMTIVE MANUFACnN R/NRWWT: PMWWT OUCT WRAP XL 9109 al/D�, SAVANNAH ROAD {�>��58i-N130 A 30903 AM E-2330 ECC -M ROWT FOR EACH PRaOUCT EW -9832 NOTE: Ta BE INSTAUM ViNum DUCT IS WITH -IN Ir OF OOMOUSTIKE MATERIALS. HOOD NO SCALE T DUCT WRAP DETAIL (AS REQUIRED) Seal DP3 ARCHITECTS DPS AR01,111ECM LTD. 211 Fad Brod BtrNset arNEnANs, SC 20M T.8&I.2UMN F. 084".7W7 www.DPSare h>faad.00m Project :OUT • STEAK O U S E • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions Mechanical Specifications & Details M5.0 MS.m NO SCALE A.C. UNIT (SIMILAR FOR MAKE UP AIR UNIT) NOW LONG TEK SCREWS PER SIDE OF 18 GAGE GALV. STEEL / STRAPS TWO STRAPS PER SIDE OF PROVIDE 1/4" BUTYL CAULK AC UNIT, LOCATE STRAP WITH -IN 12" EACH SIDE OF GASKET IM- OF EDGE OF AC UNIT (TOTAL OF 8) MEDIATELY PRIOR TO SET- TING A.C. UNIT. SUPPLIED FLASHING BY G.C. BY A.C. CONTRACTOR NAILER STRIP RIGID INSULATION BY ROOFING CONTRACTOR A.C. DUCT CARRY ROOFING UP FACTORY 14" ROOF CURB t UNDER COUNTER - SUPPLIED BY MECHANICAL FLASHING CONTRACTOR & INSTALLED BY GENERAL CONTRACTOR SHIM TO LEVEL ROOF SEE STRUCTURAL PLAN FOR FRAMING SEE STRUCTURAL FOR FASTENING SUPPORT STRUCTURE rl 4N ROOF MOUNTED EQUIPMENT M4.m NTS 1/z' SEM o TU Y, POaMEI pp�pN JOINT ON FIRSTBAYM µy 1f0IC1AL aERANIC6 RM AL �AOfED00R. A11VN! sPEm ams - OjA- Na HUTS 11ERIALj�0�5R_AIQOS FI '�g1�l,N fA97YNpl�AP�IUy �TtNt��a,- 81ibI DWALL � a �ii'ANae°1i RM ,-1 100 1/2.mn/e' �/E DUCT EMM JA AOM HaLE- AOOEBS FPM9 - WIM TO DUCT =A. DIA, ALL -I Rao AaaEss-1 THRMAL POST amts up 923 FMMAs1ER Oy9TA EE9EaN0IA 30893 ASTM E -23M G i SECT ALTUMTIVE MANUFACnN R/NRWWT: PMWWT OUCT WRAP XL 9109 al/D�, SAVANNAH ROAD {�>��58i-N130 A 30903 AM E-2330 ECC -M ROWT FOR EACH PRaOUCT EW -9832 NOTE: Ta BE INSTAUM ViNum DUCT IS WITH -IN Ir OF OOMOUSTIKE MATERIALS. HOOD NO SCALE T DUCT WRAP DETAIL (AS REQUIRED) Seal DP3 ARCHITECTS DPS AR01,111ECM LTD. 211 Fad Brod BtrNset arNEnANs, SC 20M T.8&I.2UMN F. 084".7W7 www.DPSare h>faad.00m Project :OUT • STEAK O U S E • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions Mechanical Specifications & Details M5.0 I - ----------------- � ----- I - --1 ---- ..... ..... ----- � ....... PLUMBING GENERAL NOTES r--------------- '; :r --------------- ---- 11--- --------- �Ili II- I it . ___., I I I ------------ i ___ ��! I :! 1--____-_-_,,_; 1 ""',__ li I: I t :. t 1. THE EQUIPMENT ROUGH -IN ITEMS AND THEIR DIMENSIONED LOCATIONS : :i � : ;, . 1 � it 1 �,,'_:',_i, 1 1 i L 1! 1: FOR ALL CONNECTIONS A T OF OUR KNOWLEDGE. I � � : i U :; I it .--- il , � , _,- I I i 1____1_._-- i : i ----------- � ---- - I - IN SOME INSTANCES THE OWNER OR SUPPLIER MAY MAKE SUBSTITUTIONS . L OR THE EQUIPMENT ITEMS MAY VARY FROM WHAT IS SHOWN. THEREFORE, THESE ITEMS AND DIMENSIONS SHALL BE VERIFIED WITH THE EQUIPMENT SUPPLIER, OWNER AND/OR EQUIPMENT ROUGH -IN I ------- - - 1_____-1 i ::; -1- ---------- � DRAWINGS. THE ARCHITECT/ENGINEER SHALL BE IMMEDIATELY NOT[ FIED, i F --------- - � 1 : i - -, I 1 7 I : I H 11 i I PRIOR TO CONSTRUCTION, OF ANY DEVIATIONS FROM WHAT IS SHOWN OR i I F-1 i 11 t , ! 'i H - I I , , : I 11--_ IMPLIED ON THESE DRAWINGS. FAILURE OF THE APPROPRIATE I I 1.1=3 � i ! : i �: t '� ---- ... I : I i - : L I -INS OR THEIR LOCATIONS SHALL PLACE 11:�__ � - � � --- � ------ � � -i CONTRACTOR TO VERIFY ROUGH - ------- � ---- �. ;; --.,-- - 1, THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION AND/OR I 11 11\ I I I 'I, ADDITIONAL ROUGH -INS DIRECTLY UPON THE CONTRACTOR. I -------------- - ---- - ---------------------------------------------- i! " ___________________4! � __ -, __ ii " : : ", 11 � .... � ------------ � ------ 2. CONTRACTOR SHALL SUPPLY TO THE ARCHITECT SIX COPIES OF SHOP I : : " I :1 � -_ -1 i : : I f : : \., I it i r,f,_________1___,. . :: I . t I ____ -1 i I - DRAWINGS FOR APPROVAL SO THE QUALITY OF INTENDED MATERIALS OR :: \ 1 "'; I" - 1 ii J! li �! � I : ..... i EQUIPMENT CAN BE REVIEWED BEFORE INSTALLATION. THERE WILL BE NO :: , ; - --- . : _ --- � ------ � ------- -- I— ---- -1 � : I :;-,::�::!:'! : I : I ----------- � ---- � -------- � --- : 1 : , 1 1 [_L-_-_--_,,1,_! I : ; --------------- 1 . : : , ! :,I i I DRAW UNTIL SHOP DRAWINGS HAVE BEEN SUBMITTED AND REVIEWED BY ll� - ---------- I ! I I ------- -------- -------- ------------ ___ i L ------------ : : �-�_��iil It_------------------= ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ --------- - ;:: I i : i : . : ------- - -- - ----- - ------- ------------- - --- ---- -------- ----- I -- - -- - - - - - ------------------------------- - - ------------ - -------- - --------------------- - - - ------ - ---------- ____________ ----------- - -- ---------- - ------ ___________________________ : � ----------- : I ,. I 1,�--=---------::�-------------------------::==-----------a--------------------------------------=----------------------------------------,------------------------------------� ----------------------- - -------------- T::� -------------------------------------- -------------- - ------------------------------------------- L : ARCHITECT/ENGINEER. I ---- - --- - : : : . ----------------------------------- is : tl`�,a��,_� �_____z=____:____ ------- zz ------- �---:--::--:-::---z---z�-----:----:--:-:-zz:�: ---- :-:-:-:---: ----- ::-:::-:---: ---- : ------- - -- : --- :_:_:_-__z____:_: ---- :zz_z_z__z__: ---------------------------------------- :----:--------:-::--:-:-::-:::-::-----------z::-:-:�--:-�----z --- �__: ---- - ------------------- 4�_ ---------------- :;t - it ; : , , i : __ 1�_______:_: --------- :---::-z -------- :--::----:-------: ------------------------------- - --- .......... --- _:__z::____ :. . , , �Z�m�z��x��Q ,__ r, ------------------- ______ - �� -�� _____ ----------- ------ z -- ----- : ------ ===z= . I � - ... .... ____ --- _ --- �,. ,,� _,____� it : : � - Li������J .P;M�N��Z���Ntl - -------- =-------- _- ------ -- = , , .11 : i .T --------------------------------- I .-; , i N : : i ;t I il�� -- ____ -_ ______ -i_: :, 1 : 3. DO NOT SCALE THIS DRAWING REFER TO ARCHITECTURAL FLOOR PLANS , ��w . - . ------ I ------ i � Tv.� . . �717�_�WW-,.;) �_ .7. - . 1. " . , : , : ... �_ - � ---------- t- --- J�� I I �,��t��-7 ___ ------- . : : - - �-,yw.,y, I I ..... - -1 - - - - - -11, .- ` �. I it it ". :, I ____ ---------------------------------- �F__- ! :: . : : ,��, -_� ---------- =_-_-------_ -------------- =_=_,�- -, R, l� : it , ��4 7 J--_-_-� --------- _ _ ---- l : = Z_ - : . . � � — _. .. : � : I I __. � ,_ I : I " )�; - , , 11 -1 -_ : I i i � i , , - ell I : . : I ; t , ; 1 : I: � ---------- _ � - --- __ - - - " - , , - 11 i --Z_��z�-�� : : : : ; �,, T ---- ------ 1 i I _ I = 1; �, I — .... , , F_ ______=' _____:__= - ==�l �k�'- I ��. . , : ��. �� - . : it I � : M, - ---- _ -I,-- : .11 -,---z---1, , _1,� : 4. THE SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE ii i �, : , " � - -------- ---------- ------------------------------------------ li� ......... z -, , 1�_ 1. - - I I: � -,----,,, : THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS ... ,,� ! it : : Nil - � --- - --- r -------- -- -- ------------ --- '_ i 4" ---VTR I ..... : 11 . . 1: A 1:1 - i i 0 - I 1 9::?� , : 1), - - I---------- i � I- : . , : - - I 1 -------- : I . I- I - " - - -- - ------- , i - - -:- - - - - - - - - - il��_ - - I : AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR , _==__ ______ I : , ----------- ---- T_--- ... . .... =t t _ -I : : I L'__�- ; ------- �17' i : � I - .1� ......... � ----- � ......... i�. I I , il , I I . � - , , I � . I ��, .�� i,,�:::::: [��,.. 1 ,zt,l FCO d , : : : i 1 : : ! �'(`, I- � W __1_1 I ....... T.-.-.-_,21'! 1. P77 !L- . i � : ,� � i ! --- ; ------- ; MATERIALS AND LABOR BECAUSE OF DIFFICULTIES ENCOUNTERED WILL : : __ _�_ I I : : 'If,, -:-7_111 -Al : i : : I - -------- = : ; ! I ; : ,�T z. - , : : . .1 i ! : : _ ---------- i"r .- --- I : . . ; I . : - : . ! : i . - ____ ---- - I : . NOT BE RECOGNIZED, IF THEY COULD HAVE BEEN FORESEEN HAD PROPER � I t t �� : ; I j�, i i I : : . I . , � _. ___� il it - : : t i i , . __ TE PIPING FROM COILS IN FREEZER . I t I i ; I . i . . - I— --------- I _.� . I .: : - I , - + I i _% : I .... ----- I � ---- ---- I -1 - 11 t _. ;; I � � "a-l'i i i i ; . l ----- ----- ,-", :_ : . : ; ------------------- - I . .14 : i ; ; i-� . I . I . -1 ; . EXAMINATION BEEN MADE. �: I � t : : : i I i i I ! 1. _____: t ! : i . I t i i - It'. i --- n ; :; : : : I i I ! : . � I I WRAP W/INSULATED, SELF-LIMITING HEAT TRACE TAPE' 11 I I . I �-,�, i i � 1 , , 11 : 5 : : I -,-- � -.1 i : i : I-. , ,t� � I , i ; : : I , i I I, : : . - r , I . Y� ___ ,.! � 1 I i I 1 : , � ! I I ;: ! " I � _�, i \ i 1_: : : I ':t : I:t I � , 5. VERIFY SERVICE POINTS AND METERING LOCATIONS FOR PROJECT WITH : ; I t : - - -------- .----! : I i t . I : i . : ; . . :� : t i ------ i : i � 1 , I I IN FREEZER (10W/LIN. FT.). VERIFY POWER REQUIREMENTS. � I I �4 z z : I ..; , I I - I : � . � ----- � ...... ----- :i :1 :: I ; N'-?:: I : :i : : 4 i I i I I � ! t _.__1 I t I , ,� t�lin__`;; I ` � \ I : , k - - ----- : : I --- ': : ! it, : ; . : t � I : i 1 . 11 � --- __'. . ., � I --- � I . � :-) : i . ��" : ; - -1 11 :. : ': t LOCAL UTILITIES AND/OR LANDLORD (DOMESTIC WATER, SANITARY SEWER, � ; / : t : I ! it i .�' � �11_1 � : I -- ------- �_______�_�__ : it - : : v; : it : _�"___Izz; I . ; `_ t : . : : ! ; I I i i i :: m � . , .... � . _-zzz : ill ! i � 3W m . 4" VENT RUNS BELOW : ;: t it � , : I : � ---- : � :; i I __ I, nl I I I GREASE INTERCEPTOR LOCATION, GAS, ETC.) . t : : * ., . i � ---- 1_____--- ---- I : j� it I. i : �=_=__�! �' 1 . : 11 I a ; t : 0 I _�.�_--]! ----- � _. F � �t VENT PIPING UP IN WALL. : 1; t . I . zi�`:,=p I il : I ; .. ; * : ,I l I I " ; il I F�D 1 4 I— BAR TOP. COORDINATE it , I I \,, I i I .111 I _�l I . " 11 -__-____________1 : " �;�: : t /. i I � ii� i !1 : ,I I . . * : I : . � . . W : " NA -------------- I. -Pi, * ---- 1, I� I _____ - I I I .J COORDINATE VENT PIPING WITH , : i 11:2 � � ---- -1 ------------ - --------- - :z -I! i i 'I- 6:�:::,',� t I I I lit--w-11i - : :N i __ - .. . I , � 'r .j . it ; .. I I ------------ rs::�Ci --- ":ill! ! 1 ;� i 1: i I l 6. THE CONTRACTOR SHALL COOPERATE FULLY AMONG THE TRADES. . , , - ;`i,� - � L i it - -,-- I . WITH EQUIPMENT & . : i 41 I I : I ,_ ____1 I �! I . -i WATER PIPING AND SODA CHASE � ; 1 I ;: 1; - I __ � --- I ---- t � � , . I� � --- ___ I �,,�; 1 �i i! 11 , i 1 t :i - :::: , - � - , �. . I it : I! : . ALL ROOF PENETRATIONS FOR ROOF DRAINS AND PLUMBING/GAS/ __1 -------- : : i ! !It 7. - i . __ it - __" * , ----- � ------------- � ----- ;: T i I �i =:; I _-Ji ; - : - ______ ___ t ---- T-ic. ; idt- I y I il : ; 'I'. : : / : I , , . . : : . t , . I i : : . �1'11 , [ 11 ---- I 1v �* 1 I ------ �'. , ; . I - MAINTAIN REQ'D SLOPE . .: . I All : : Pi ..I Ill ;;",�:_ , .1 ___ L_ I I I : .".� --- * ------- � - - -------- � : . : A I : t; ; . . ------------------- i�_ ; , I � t : I ;;;; L' - -:1) -1 ------ I ----- -il-I � - - . _. I : t I:: i jw-min-mmmmmill � : , I 4 _ .. . : � ! .Q, : I , I i , I � : �iqN ...... __ - I—- -------- �' I : : � �� �� . ." ........... i t L 1% i ! : ; !;: � I ,; - I : -r -1--l- , __-: : 1 il�!' W. 1-1 I, , : : l. M MANUFACTURER'S GUIDELINES. COORDINATE WITH ARCHITECTURAL __, ""'i . . .. .... . . ...... �' 1. ___.J 4N L, : .: . . I �;l : I I , , t I , : I i , "'r, . � '� I - '�`- ---------- :--t --- l,-. t,--- +-----;2-_W I 1!i : *11 ------------------------------------------- -- --- -- --- --- - ` Y; ---- ��' � 111 01II ... 1, 111 SYSTE , ,� 1 i , #111I 1.1111, * "I 'If WIN, - : : �� - - . — It: I , : I - .) .......... � - I , : �\\ I : I I � � ! ` ': �, I . -� 11-1; - I , �, : �zll_, t .... _ " L ; : — ; . t ��� . . 11 I , : - - - . I:: -I! : �_,�� i I I '�', '� 1 1 : 1, � 1: lt�_,, 3 .%: ; I ------------------------ - 1: : I I I . t � L .:. �. -- �Zzzzz_- . I \ t . : ill: : : t . : , L . . �1__! i. i t . � � I : I , I . '�i i * L I . ; . � . ill - i I : _ _ � . :1 DETAILS AND/OR LANDLORD FOR ROOF SYSTEM USED. i .Y A _1*1;� � : . . . . . - 'I :: --- ? I t . ��z I .� . I I -_ -------- ; 7 L ; --- I I 11 ! . . � � . 6 �� � I .... . .. I I I :, ��., I ! , 11 . . I It 17 ....... J -1I _,___17117�__ _�;�Zi I � I ---------- � I ��, "i � i. , 1i _� ...... -----7`� � `�_x i I I 6.1111-'.1 I � , . i U . � I F-�77l ::z-:-_:_:::: ; ; I .. , . 1�_'- . I Iii:�w- t --r: ": . -, : : .� ;+� : - . �. .... �% . : g�-n ---- -- ��- _ ----- � . . . I : ' - -Itz==zz4�--t�1 21 . I 1�'#-'3�_, t I ------ 4; --*-_j . I =_ � = == : I ; 8. THE WATER PIPING SYSTEM SHALL BE FLUSHED AND STERILIZED IN 1.1, 1 4§911—"" ' - 4�1 I : . : , � i FGO " : V�� i I I : I : : 'I 11 , "I it -_ 7 :___7 -_ 1-:--:z:-:_:; I . . , i i i I __ - i! �i I- '. -, ...... 1�! lt� I I p,z _ , : : ;-: __-_i_ �_,�_ _ --- - ----- � I i t -�i I .01 i i I- --- --- I ,,, ,. Lil- .*� , : - _-_-__-+� 1 _-2 -1 l � , .1 -1 -t - --------- " JL . ------- � 7 ; . I i . : .41 , ., ------- �__,. . : - - --- _ --- ------ . I ill . . I I '__ I ----- I ----- - -_ -_ : . ACCORDANCE WITH LOCAL REGULATIONS. 1 ,_�! k---- I :, �,SL t 1 ";.k 1 il ............. -----R: , tz-4"I i ---- ---- --- j=_-__-- . : . 1 � . . \ 1, I: ! I, i i , -------- I : . --I 1 t ,", \ I _:__`________ ., . I , - ----------- : ---- it ------------------------------- I �; . : \ I .." ! � — I it it : 1 : � i I !, 1 i :: i: : � : ; ; ,� -_ - . -, �—..7.— � - L, = cc z . �`. I - -G . i. * 11 , , _: ki-I ! : :!:: . ........ � ---- � ----- :!: I �._.E�:_=I_d : i __ 1 ", I I I : ; r -----i ------------ __ -------- 11i ii�-Tfzil:! �= ". I 1�1 _ --------- --- FD I ; � : ,; 11 ! ,,, : . ; I ---- -, -_11 .__ - --- -------- . .--- I 9�i 1 . 1 : / , - :-: i --------- - - ------- i - '-=-C- ------------ - --- _ ".. - . * I ; ; ; , I - , , - �1_.__111_1_____T -------- - -,- � : L_ . � : 1� - -------- z . t I I 1: l.i : FD -G � i :�; : 1 :�. :_� .'-'-- _. - / : :� , : I "I 9. THE POTABLE WATER SUPPLY SHALL BE PROTECTED AGAINST BACKFLOW , : t I - . 6 : 1 , LL_ I : ! ii !11 : I , � .: :1 I i: . - 11 . : I . , U: ------ --t T -M: : : '. " . I . : ; ___ __ .�. , " 'i I ,I !! � , i�. / � FFD -CI - : : - A ---------------- j �: * I i : : I : : . I � . : : _ ------ : � ----------- J � I : !1 !I I 11 � : : : : - ,--^ --- it ,,-I ------------- I --------- - � �� 54' i. : 1, I !1115" i ! i I -- --------- pt.a 1 "I ; , * - AND SIPHONAGE BOTH NATURAL AND INDUCED. ALL EQUIPMENT CONNECTED , HE�i i _-__:-__-_-_-: N'! i i ----- - " ", -, I! 1- : I - Z1 ., I ; I; : I� I [MJ I , , --- � -1 - L -7 , I - ,.- :4, . ! _GW - _ I �. -:2- I " - , . : ir 1, I i -v-----,,----,_ -- - --------_--------- , , �� ------ z �v .- - " : : ! . ------ �� ... ... � , l -T- --------- _ - _ I �� 11. I i ! I I it . ! I ; i PFS -12 .�Kl i - t 1 lll_�_, iN " \x-_-"-j-�,',_-.--J?! ; I L, � " , ,:: 11 I . : , , � :, � . : CO 1 � i "UMP . I I I t '. I��,, I - __ I - � ... 1i : ! : 1.11' I i . . , i �� z � : 1 I � f FID -G 1 �ill : , W , F I � TO THE POTABLE WATER SYSTEM BEING CAPABLE OF POLLUTING OR CONTAMINATING �Q� I------- I . , *i, . . " , _ � .J � I � \ \ - ,I .1 I - _ _ _ __ __ __ . : ; : 11 - I -] i :___1-__ .., 1 i ",,,------ 1 -, . � I'll . -- - I i � � � � � 11 i " �;� I _,L --- J 1 . , . I � - - \ \ : "' I __i�, , 't I ------- . z - -12 . - . : i t ,,,, I l' I'-- --- FS , I ; : : � , Y_� 1 : � ___ I I !T , I i V. 10S-12 `� :� ; I , it . � I _�� ___� _�� . : I \ , ! : " " 4 I � ... ; : � \ �t I # , , - i I- i , -"\ �_ : : 11.11 / I \ " I : I: : . I . : I I? . . : � ----- - . .t : ..., : . � : i , I i ,� I t , , :1 ... - 'k ." , : I : ,� : : : �\, .�ii : : : I: ; . _.... � 1, I! . Id i I : i I t : : :�, .1 : : - . � _! -CI , . , , I � I I I / � ` i : I : � .z r .- FD � 1 �61 INJECTION BECAUSE OF ANY PRIMARY OR AUXILIARY PUMPING SYSTEM CONNECTED . , it w . ��' """., - - _�� � . ___�, t : - I i i - ESSURE DROP, PRESSURE LOSS, INDUCED VACUUM OR BY `11 i I :------------ _ [ ,Ar. I i I �1(1 .- �� - I it t I _ - - � � I I . I . - i ;: ,,, I . ; t I I I , i i , I t i; t Xt4',�1E,7._ _--.1- .-L : t r;��::_ . 1 : .1 — I �,____,_______ I v i I 1: � =i_-____-__ :_ _ __,__ -zzzz�z-z_�Z-�:-_-4 - : , - , : : : . . , =.--, = i � ,-:It THERETO MUST BE ISOLATED AND CONTAINED BY MEANS OF APPROVED BACKFLOW 5 .. : .. i � ! lk��J I i I I 1�\ ; : ! i,_________=_'_, .,�'_I ----- � -------------- � ..... ---- � ----- �t; � I . : . . . :: �! �� \ ;. I---- . zz . � _.__ --- -_ - . . i � � �!! .I.� :x i � - I - - ---- --- 1-1 - - --------- r i � I , - , `�� I '\\ -----I-- ______ ` � I �',_ ---- _ 11 .! . : . .f:R ;, _,�� 4; : :: I --- : � -- --- ------ - . 1 I . i I i ,..- : :�: t I : , ! ; . : � iry, I - Xl'.,�. I ---- ,-.,.7 I � i ; : : ,� ------------ : . 1, : � I ,.k 2�41 I i , - I i �i I , J� -*,\,: ,z:�� i : (,�� : :: 1i ----- - ---------- �___�.,-__37___ N", : -1 I 11 I, i / . - , 1, , IV��� - f, i . x". - 41 I ( ": I �! i\ 11."�,�_ --- i_ I I : -, ,.� . S, AIR GAPS OR VACUUM BREAKERS. PLUMBING CONTRACTOR � - _-q i . _x "I � =P61A ; : '11-�,11"--i , R3t 1 ,.,.� i i 1 ; I � ----- � __,___.__,__ ------ 1: ----- _ I .ti;�, :�: . ic�N, "� " t . : . � � : _= ,� i, -,,,. 1�.,�: I . I : : . ___ . : , , 1 it , . I : : lil .: i _1 I im, I I ;: : ---- � 4 I : I �� _11- --- I :. i , � 11�1 44-, -- -- -- - -- -- - -- � - -I, 1_:=__: --- : ,g � i 0 ill . . ------ ----- _ : I I ...... , , ...... = ! i �, i�i t t I I : -illt" : : 41 ::: . ";� it I i f-11 : ------ ---------------_ I 11 I - . SHALL FURNISH AND INSTALL THESE DEVICES QIREMENTS. I it 1, rry - _ ----------- _ I . I : , � , 4 `� -�--�7: i! - -1 I i L :11 :. t - , t - ! - ___ __z _11� L_ _. : I � i - 1 i ! t 1 i - _ . I 1: ii ! " ,� ,; i : t I 1�� - (" I �_._ ; 7 ,, :l! � , , , . ____ , " I ,�� - : I � , - ; : i � %. ---- 1 i i ! `1� =--v I i I . .I. It : : I ik--Ylil I �XZ-�-,�-K. . : \ 1 iLi= . : : 1 t : I : t, 1. . . 1, I —1-1-1 : . : :1 l i 1! . .,; : � "7 1 --'-- : __ , : I ". i : ! ----- __�__; : i i 1 �� �17, , __ 11 . 10. THE HOT AND COLD WATER SUPPLY BRANCHES FOR ALL EQUIPMENT it . � I L . !: . . ��, __ ".. i . t it . ; 1:11.1, , ..... .; � I:: : t i - ---- - ------- " i :. . - .." ".., - I I �_T I �,�_,fl i'�. :; - � --- I ! . HAVING QUICK CLOSING VALVES OF ANY TYPE SHALL HAVE WATER . i I ] I - 'I'D 1 � i t : i 'i- k --A, -----,--------- - I I [ �11 : I - -��i I i . �'I,_ �� , I ,I �21 i ; 1 .'t-_-_e"'J i - I --- _;�Ii � ; I I " I , � ----- , , � :� E. !: � - "T , , it . : 1 ; I : : .� ! -_ . L& -, _i�, � I ; ! : : _ _ : : z "' I : 111 I I : : : .:t i - , -11 -_ -------------- . I t Ij: : - . :: * - i � . I it ...- 1; - I :� I , : . � , I i :: --I l,�- I !I I!! : __ : L`�:�'��,,:j:�*,,,'�:� -�:- *�::ii!i (��� il �, I , HAMMER ARRESTORS INSTALLED AT THE HIGH POINT ON THE END OF I , - :� . I 1 . I i 1, - , `1% I . I . i I - ------ �, � ----- �: i ! , I! T i : ----- I .... .. it : �:�',;j, I I � I 1� � : t t :� : � ; � --- IN l! ! � �J �, 3W " ,:� , : : I , I ,; : ; I . , U i t�_ �:! , it : "I . I _;. L : I : : ; - I _�', I . : _ ---- � ............ � ii i; , , l�: : - ------ � .1 � . I it , , I I I I ; V -, --; : L , --,. � ----- --- --- --- �,�T] ..... . .. -, : : : I I: ------ :::--I I : " . I -- --- --- ----- -- ------------ i i :1 i ! I ; --- I it I : I I 11 I �'� I : 1 .-A i I 1, �! i I -CI : . : t , ,A � : W --- I'- I : � ,,,IL__________.___________ - . 1� :-----'' .. : - : I - .: --------------------------- . �__ �2��: --- --- -- : : 1 I -.� I � � 4 "' . . E 0, 1. I : 1: !; .. :1 ------ �: I 4 : : . ; ,�:,l = i1_1 L : `0'�i : ::! I:: , ,--- : : I ; , �.__ _�: (MD ��� I - --- -- i , � Ill, --v- _�_ I --- --- - . ; : It .1 - � I I - I : � I. . I : R :: It. : : .; - : . I : ---------- it ------ -- �� � . --- .. . .... _�� :� . :1 : � - I --- ----- _ --- : k- ��-'-fq _4 , — = 71M - t � I 1______" : �1 I I 1"'ll i ; ,,,-#-- --', f ------ ------ - - - ---------------------- � ... , : 11. FURNISH AND INSTALL SHUTOFF OR BALL VALVE AND DIELECTRIC UNION � .- . . : �__ �_______________ __ --- _ __ � _ __ . � �__4 - ---!i it it .. ----- i : . :; � ------------ � ---- t ---- i , . ; I . ' - ---------- - � I � -------------------- . it i I !.L;--�� ` I'll ; i : : , __,-;�, i ; ", � j : ii I , . : :: :; ; : . . ------- � ---- - : '. .- _-1 :. ON ALL EQUIPMENT HOT AND COLD WATER LINES. PLUMBING J ... ? : I . it 1 ,I I , . I � .. ---- I : .: .. ; . t . I` I ll ii 173A:, 1* I - tit_ --- z �11 I /Ii 0 - i --------- �_=__ . l . I , I :_ i __ -- ---- - i- I :1 I --------------- - .i . �, - t - --------------- � ------- ; 11 ;: r- ---- --- 1"", --- T- :: :: it t :I .. � i: . . - __ . . . . - 1� i `1 ------------- 1-1 :! it ... 4LLJI�zj` R I : : I� : .___ __ _`_J;��i 1 i '1_111F � :: : : 2 :1 1: : __ ,-- . � it ; �,�,. � - -I _'0"'_' 1: � _._� ----- , I !I I I GK . : 1 : CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO EQUIPMENT. , I I , ; - VTR - ---FD-( : - . . 1; ;;_ =.I�! . I il ! it I : : � I t 11 !, , � . i i: I : t; :1 I : : . It :I ---------- : .; it I; : : I 1 : it ,: G : I : - __ I W I : I ��i : 1 : COORDINATE WITH EQUIPMENT SUPPLIER FOR EXACT REQUIREMENTS. I : ��-�i �,- I =_1 .. I I . ,z,_--. ,: I i pt, I : � .. : , . . . : . I I . . . : ! �� : : ; : 1: . I : I - ... a . I il .., : .: it : ; . . I : : ! ! - . t it �: . :. ; . : : it it !; t: �; . t I it i 11_____7_77_,7,____7il i il I �! .... :�;, . .: :1 12. FURNISH & INSTALL 1/2- (MIN.) FIBERGLASS INSULATION WITH ii i �'.. I , - i �' , ill � . , ii i i 1�'.-Ii-,-, � . : I :1 , � 11 FS 12 , . it t 1 . :__�� ----- - :t it ! It : i - i � - __ it it 1: i 1, ; ,4 i _. � ----- , I i 1 1 I' 1 9 i I it i it .: :1 : - X", I L I I !, " ,,�'-'-'-------�--------------------, :I I , . ;. : \',, it : . ..., It : I- I ,l i ii l . I A : ; ------ �::, I �-zi :: it .: -SERVICE JACKET ON ALL HOT, COLD, RECIRCULATING WATER LINES - - :� ;-.:_ -1 1: ; ALL : : , �.ii ---- .. -.- ==L - .- . : i ,�: �_-_-_-a .t- it :. I � - !,---- -- ---- - ---- I h. ii � !,�,�_ - it I . :; . �,� I I; I` 6--t - Mc_ -p _.� � -PD -G : ! -------- it �: : . � , : .: I �1 -1--k., iti :t it it : _,., -- -------- � ---------- , .. . . . ; , . ii , :. : ABOVE SLAB AND ALL CONDENSATE FROM MECHANICAL UNITS, I i ,-.I'- .. I . i : i /loop - -- --- ---- J: 11 � I ; : T_______` ,,-___I_" ---- � ------ : \\ , ;: , .: : it , I - Q r7 L24-11 i '\ " ., ""' I, it i : : ,, ��! I �__ I . ; \N _ � �;L. , , , i 1� ,_ :� � � i , - ---------- _ ------- it 1; It it i : I It` ._________.__: 11 '� ii it :1 : : I 1 _.__-_1--- ------------ i 1 A I :I : �', , ------- . , , '-f �� n7 - 4 . ! 1 I i l ! i !I! . . : ; : I I : I ; : ".7 1 � I! ; :tl � : I t "I : I �. '. 1 17'...". 1::'o _-___,�__-�_7�,, t:, I t ;; : it :1 �: 13. WATER PIPE AND FITTINGS SHALL BE COPPER OR BRASS PER CODE. __ : . : . I ! ; it : '�,, I i., z I , I I � I : it : I , I 7f I I i : I I I i I 1 .-.1,-_,.i.t-t__ �: ____] ; :::: , , I , T, I � ---- -- - 1 1 it , , I it 4 I A I � +, 4 1_____ t: . , � ___fiJ, - i . 1 il t I _ i I � 1 �; li! : it : � . §, T7 I __ , i . i �1 f . , I :i : , : , I i ii I I; !; :. 1 I I ,I 1 . � k , I :1 i i i I I "I : I I I l; . N it it :1 ABOVE GROUND SHALL BE TYPE L RIGID COPPER. . it Itt irru t �: I ii I; . .z :. : !I : t -1 I, it it L :-I : I � i �"9_;!,__/ 111�i : i 1 1 !I �,4�f�,-,- I,.- " �, \\, .: :. : I ;I A, N it : I : : ; .1 I --- I % 1: � : : � J- -1 --- __ �i E i : , -1.0 !L� -i�1:-.l_- il : i "" . . .. ...... ", - I :.:_,::.: k : J � , ."6j ; , ALL JOINTS SHALL BE MADE WITH 95-5 SOLDER OR EQUAL . . . : : I _2�v I_ -L-. . ., '� --- � : - :; :. : : . . , i I � ! L --- � i . �� , - . . \ :: :1 : : 1 11 . __ - �l �i'_T_1__1___1m1 - : I I � � . . . : I : : -- ----- f-� - ;., -,; . ..... -.11aAA-U. : I , --- I - T FS -CI . - fi � I A,�,4t,�� tm�;.�, ne , , I . 4�l , I ., I ::_z�_::_:,- ::::_-_:-::::: --z= ----- . I I : i �Of-i=zZ", - , � : I . 7A il�! : t 14. VERIFY MOUNTING HEIGHTS OF ALL BARRIER FREE FIXTURES WITH ARCH. � . it ! LL�JVl �\ !ill 1:: : 1 :1 I I / � . I � 9 � A. :. t I i _�_� --_ ; : I , : 11; � I : .. i -1 '.. �_11 �t : t ? t ; t I : :1 i .1 � .. - __: It - - . I it :1 ! i . ___ _� -.-.,:I .. . + -1 -1 !; I : I . ...... ! -, -� I I � I ; , . t . ; i __ - 11 ,\ : 1: --- __-4....' ; ------ -------- i. 1" COPPER CONDENSATE PIPING ` i "\ " -------- _________. � 1 i i 1'-'_i : . I I ! - I I i, " i : I i �'_,Lw` , -1 --- --- -- I __ ___ it � I : i it � 1`1 - - ---------- ! =`._�_� V�,i�,,'___ D" __-1 , ____�zz__z__,_ 15. FURNISH AND INSTALL CONDENSATE LINES FROM ANY MECHANICAL -, , , fl ::_ i i . - i � el, . Ir I I - ` -I i I PIPING FROM COILS. I 1 il 11 I , I I il- i. 1 i il , I im-M. I,-] _ -� - -- - -k-- --- --- __ ... - _ _ _ ___ -1 . ___ - I -- ------ --- --- - _ --- --- --- 1-1 ___ - --.-- ___ - � -- --- -- � --- --- _- _ --- --- I ------ --- -- I _ --- --- --- --- _ _ _ , - - I -- ----- I I ! ----- -1 'I . I I-( ............. � � 11 : r�__ ---- _3 V , r11-- - ___z __-�z --- __ --- --..-- ___ ___ --..--"-- --- I -.i ; ; I i I __�;� 11 : - /, _ _ . - �, - i _____._: ------ :::-,: ------- - _ _ � ------ --- --- --- --- --- --- --- --- --- ----- �" I I '.. - , ----:-------- -_,_----� 1 :" I. _-_-_-_-_-_ � 111111 \111, I it � ii ,1. .q- --- --- -- __ ___ ___ - . � z � . : , f, 'k,= :: : .ii I: � - :: 4 EQUIPMENT AS REQUIRED. ANY CONDENSATE LINE RUN ABOVE THE I.., 11 / , i ,�r � it i I I It � I : ;t . it . it - --,-- : , ill i i I t ,L---- I , I : ::I , I 1 1 i i �i 11 ; .... "' 'i 'Li : i It � I : ! :1 ! t ! :i i-.- U11 -------- L -i ii ill :: :: I . t I I i I I I it ! : 1 1 ; , i : i I � /. : :1: : I : i . 1\ � I I t : ; : i! il I I � ; i I .1 ,_ .. I I - , : il CEILING OR IN A LOCATION WHERE THE PIPE'S SWEATING COULD CAUSE .. I -T1_-- - - - , ;;�.�� I— � - I , = --- A it . hk_ fi_� ------ J_._! � 1 : it ri:- Ill k I��. �-�,: ; . �/- `11` __ 4------- .,z - ----- � __1 1: I : .1 Ill 1: :; ;: :\ : , �Ql � - ,_ T7— �_ --_� --- I -------- 3 , :: - --- I t : !-A �! I � ! . 11 : I t--------, \ _ ., � . !iI , ::: t: _' r . � I ::I :; �� I . . I : it II i .: it l, : �i ... : V, :. �� : : ll�i r- 1: - / �il : , � .: .1 it 1 t -.1; : 1 1 � j i '\\ , : t J�� 3t : H , III: .. ;:: .: II :1 I ; 1. . : I . : i, �! ; U , � , : - ------- i� I i .: 1:. it h t i : INDICATED ON PLANS. TURN DOWN WITH REQUIRED AIR GAP. - ' ' x 4! z tl� --------- I ii� �� I U - ii 1! W it it --------------- I t : I I 11 , :: 1! !i .------------------------------------�i: ,. i : f I , - 1 " 1 i W 1: 1:; it : MAINTAIN RE41A -1 . TYP . ! , - I 11- -- � : �, ... : li :: !� it tv .: 1; : , i "' * i " "' AND t! ' . WN ABOVE .,.. � 1 I I ___� - 1 T , / , : i .-, "' 11 Ill I " " " " Ill ; .1 - .,,I : ., _ _nj_::_ , :, , N: 'b'I 16. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL COPPER INDIRECT , . : : . "i COOLE .. H:1 ----- It, � _i, , __ , , .1 ii. --- � -�:-: . DAMAGE, SHALL BE INSULATED. RUN FULL SIZE TO DRAIN OR AS .1 6UG44. R AND : /11,1� � : __r_1 'u�� - i i " _ I "k. _ �:-_:, -- - I i ,,�- : ! : I . ", - .11, WALL. TRAP IN I : ... � 1 DRAIN. :' .1 : 39 14'. � '"' ' , � � -f I i i _____1 ---- � ;,.--I-,- -1 4, __ �nw=.rtnnn . :1 - -- ------ � ---- I. :----- - -z- -_-_=� ; , I ;:� zww, � ,'I P __ ` ..L� _ _- .1 I. � � i t ---- � .... ...... ... 1_; ; ,�; 1: iii It t:; :1 _____ : I i it - -, . . =-- "ll" :1 !I! :: 1,�` i It -------- ___ ---- ! it ilk , .... I ?W� ----- i .' t ---- ----- - i. it "' I: " ; I "I I . -i " '=Ivt - , t, --- - -------- - ----- I WASTE PIPING REQUIRED FROM EQUIPMENT TO FLOOR DRAINS, OPEN " - I - - I .- � T- -�. I , .: , , , "' ! : I I ,: - 11 - !: ,� % --- - ! i :.� .��.,Pt' : �_z *�---41' I t - I .1 !It I � % %%%% i i : . . ; " ,.. , � - _��wza:i�_ ___", - - I - i - __ - FD -G , : 11 t I _-ztl� ;: .- ___ ___ I -- --- -- � _:_-., I � " � 't-- ..".1 _:1 , I , , , : :1 1, P- :; -, � ! it RECEPTACLES, OR FLOOR SINKS. PIPING SHALL COMPLY WITH STATE AND ___ �__ i - ___ , , '. " I" , ��, , '' , , ;, - -, It. J - � , �� , - I "I I , - .. I - - �,r I , , , , I" -_ -:-_i I I I 11 : 1 ,� I __ ; t 11 I , I --- ---- _4 - I I I o' - C______:= ----- ----------" - , � '. I : 1 — ". iN _ .. I i _1 IT --- 1�., . : t I , - I , !�&� 1',r ,;I 11 , I LOCAL CODES. COORDINATE WITH ALL EQUIPMENT SUPPLIERS AND SIZE 11 rte". ` .71 : : I <1M) 1..)�'+i. ,7. " ----------- - ----------- __ �,_p I I 11 . . � I I , �, ! \ � : 1 : i i �i i 11 _ _ I i i . I '�` .1i : I I I � t CE OF EQUIPMENT SERVED. HOLD PIPING TIGHT TO \ \ Z<F,3� � i ------ I 11 : D ; ___'rs-ci 1 . I "I, ----- . . ',.. __ ____ ____ - ----- i-L'�-L I --�I __ r---,-- ____ I\'L ___ ,---------,--: ,:! \ - : �� �! - I : :, "' -, ,�\ 11 ,:�.: 11 il I . - , I :I : , I .. i � , WALL WHERE APPLICABLE. PROPERLY SECURE AS REQUIRED. . - -I I I: it : : . � il : :1 \ : . "..", : I ; -IIJ !, . " 1 i'_ : I \1 I . - I I COORDINATE WITH CASEWORK SUPPLIER FOR MAXIMUM CLEARANCE UNDER , : 't, I 11 I 1, , : 1 ---------- > ��, I . . I '. I :-.'I I :I : CABINETS. - I I ... ,__ : 1 / il-it 1..._11; � ; � ,��' I- I i I: - " .: � . I n :1 il I __ ; : :I .. ; :: :: I - ; I .i .1 d I: . I .: I� . " '11\ iz __ i I :l . .:; . : !tl t __ FCO - FCO FCO . - . ii I, it l, I ill � �' : 17. ALL VENT PIPE TO BE COMPATIBLE WITH STRUCTURE, MECHANICAL .� . i GE 4 . . I �_ :: — it OL, il . ;: I ; i I : 11 I �� --i � .- 11 ; ---------- 11 ------ �J ., ------- _! -------- 11 - ------ --- -- - - ------ -_ ,� , . ------ I ------ .... �4_1 , . . . . . . . . . . . . . . . . . __ 1 ti ;. " --- : : . ! , I � : - 1�_,__ _____ -------- ------- - - - __ - __ - ____:_ x 7 .--_— - , , r - . � . ........ - __-� _ _ - --,_-_-.7 _-.. 41. I I 1 i t . ; ill i I t TWORK, ELECTRICAL EQUIPMENT AND LIGHTING. --,:�11 !T-7- 72 T-7: __ 1__ I ---- ----- '! I I: 1 1. it � � �� : 1- --- --1 ----- �._ . 11111, __ __ ____ ___i IT- - t- -=13 . " . ; : 1� i : � ; � " " .. _______._ t- it :: t : I E I I --- ---- ---- --- 1- . - ,. , 1� : 1; I - . - I 18. PROVIDE CHROME PLATED ESCUTCHEONS AT ALL WALL PENETRATIONS. :1 I �,-,- -_ - --- -'.111-%_-_ a _111__-1`___.-1 ..� , , 11 : t ; 16. -,,, JSB ...... I I 1: I� - ; , - -_ I 11 ::: ------- I ------------ --- , ----- =tl*. �--�- ------------ 1 2 I .� 1�: ; k :!I . � :: ; . ---------- F___,____-____ . �§ i:___ - '! t ,. . ;. I - __ -- -_ --- � -r I ------ � ____ --------- � ----- I i� ..� __ ___ - --- ------------- - :-:-C; --I'---- =__ : ., . ! II., " .-, ---- __ _ ... � ... A -1 . - , - , I � : : :i I - I __ ., .... - ____ _� --- M ---- -1 ------------ - I I I: . n I : I � -, - ----. ---- - : : :; ---- ----- � A M- - ----- ------ � --- ---- 1: _____ 11 , r � : ,;: I ___ ; : ill � � W,ft-=- �; -,. �t�� ,-zq7 �: z:;: -- , : , :1, � I . ,, � .... � . � , . ; . :I _ __ .1 1 , 1 � ---- i i�i I . 1. i � it : : �'. ii � 1 1 ! i 1: �- : i - t - -- "' I: , (C�P498) I - .-: zz;�,�� zzz�.zzzzz�l =: 1 -:_-:_--=_:-_:-___: ::: --- ----- :1 !: I �l . , I : , . I . - :11 - , - �t : .. ... --1_1.__11..._- I � :t . ND VENT PIPING SHALL BE CAST IRON. CONTRACTOR MAY USE it : �,, - - - ---------- 41 I I . , :t �� �i !l ii� i; 1; . -1 , . �_y . : : I ;;k :it . i I � - ----- --- --- ------- It ii� " . _.__ =�= -- ------ ----- ------ --- _ __ --- __-, iii .:i : it : � , I ---- - -- __w�_ 1,11:, I , _ li-___".�.,__,�_ - -2 - � t " . , :i : !: I . __� __ ___. I I ,_'-ft ---------- � ------ _ , _�1�1. it . � : __ --- � --- __ ---------------- zz���� --- _ ,� J� P : 1:; : : : : " I M Iii __ . .:� I:, : � . SCHEDULE 40 OR 80, TYPE 1, GRADE 1, POLYVINYL CHLORIDE COMPOUNDS it ?: �Z : ; .1 :i - it it- _ ._. _. I— .. .... -.1-1 � � i i- rzz�zz�z�zzzzlF,i !i � ;: ill �� ------------- il �___:,, : : 4 i i, =_Z��=Z:� zzzz� I __1 - 11�11' t_1 ------ -1 , . _�;__A h + - - - ------- 11 , , J I f 'k - ���� 11i I - I - -] I't �tl.i,. : i . � . . . . . [ ----- I ---------- - ---------------- ---- . . I . : t - I : i ----- 1-1 __ : :11 1 ---;--------- ... �� _., , ---- - - ---- _�_ = _ 11111_-____ _ ......... ___ ... � ------ __ -- ------ .......... � ..... ... . , � --------------------- ----- � i I . ; : : RIBED IN TENTATIVE SPECIFICATIONS FOR RIGID :i " � ':it r - __ I __ --4 _-_�4 ------------------ ----------- - -- - ------- ........ � ... � .... _ ........ � ............... � ......... � ...... __ ...... _ il I . I � I �4��=� � ----- = � ;: : . .i � ! : I t I I; q ; I � �: : : � , . I .. : � i t t � f : : : I -t : : ; . j, il i . ,, I: : :i 1 : . ! N t : / \ I : ; � �! i, .1 I i 1 1 : ', 1, i . :: 1 ! � : :! . ! : . ACRYLONITRILE- BU TADI ENE- STYRENE COMPOUND AS DEFINED AND . 1, I , , : I � : ii ,� t : ii I::--::_--- ___ � I , -------- :11 : ; , t FS-CIp i -12 (� - ____ ----.-"' � ---------- - � _____ � 1 I :11 1 :1 t , , , t;! : PVC (ASTM DESIGNATION: D 2665, D 2949, F891 OR SCHEDULE 40 OR 30 , :1 : I : i � , , 11 � I , '' I !, I 1 : I � I .1 , , I ` I - I .1 ` : I ; t ! :11 ,I :1 : ---- :1 ; � ___ --1 ... � ------ --- ---------- --- --- ------ --- - ___ - i : : :! � . --------- - � ------------- ____ __ __ - :1; . . : !� : : ., - - - - ------------------------ - __ I � : ,i � I ''I i ___i ! � -1 '- IFS -12 : ; . --:::::- ::::- __ �1 ! ARD SPECIFICATIONS FOR ABS (ASTM DESIGNATION: . - � : FD -G 0 _ --' -- - -: : : I : I - I ----- .1 i I . : ; : . __ - ______ ill i - : : . . . ------------- .� . i �: ! . . -------------------------------------------=-�z-��-_�-.-_�-7--=��_-z-�_--_--l--,---,-�---,-,��� :1 : I i .1 :: it - FD -HD :! r : : . : -1 � I:. ;� I ,,,,,,, : .. .1 t I I : �! : t " ; : I � i . I � t � . I , . i i : 1: : ,� : : .�.. ! 3t i FD -G : . I : , , : : , : . : I , . ! .: � � : it I 1-l"'S. D2661 OR F 628) IN LIEU OF CAST IRON WASTE AND VENT PIPING it - ! - ED : : i� : I .: � ) 1 :: : 1". � 0+_ ". I i I __1 : : I 1, . 1 :11 � it : � . : "', i 1 i : � I _ : ; : ; i : . � .: : I : i I I : I . : t : IF PERMITTED BY CODE. INSTALL PVC OR ABS PIPING PER : !: : : !: i� : i � : ::: : I __ . . 1: I i ilil ii it 1� : i = irt'-1 ---,. Lt, ii-io--, ��,�i it it , ! t : ` : : :: i ��� . . __j I I tl!1`111 � : I 1 1 I i : it : ; :� ::.:I ! i ... :.,'-- :I til�_J -,--I,;--.',; � il� ____ t : . 1. i: :; � :It ___ :: ::� : �L -------- : _,_ I ii : : �i � : 1 . . , ! :11 CODE. PLUMBING CONTRACTOR SHALL INSTALL 4" SOIL, WASTE AND .1 " �.. . --- ----- - � . I !l : :i� : I ----- fffffff -- ---- � �. , , - I `:::�� [::, ii�_? 11 i --.,'i j �� __.,�i ........... - - ---- - ------ - --- - ------ - --------- - -------- I ,,� : ; ;l! ;� t :� . : I , : � �- : i : .:I Ili! i : : - - 14 ", il 11 11, ; I, '. �--1,; � , I I . I � � I ill iiJIt-]_l GREASE WASTE PIPING WITH A MINIMUM SLOPE OF 1/8' PER FOOT OR AS ------ - �_ " r --------T------------ �: �:. i ,-, I . I : �; :: . :jl ..il- : __ . .� � : ____ l ,�, ". ,i_�-, .1_,;,.AI : \ I L11-111-11111" ............. � . . . . . -- -- ---- ---- ; . 1 :I' :: :: : i -_____. __ , . , ,::,I -1- '_l, ..___d_r ,� � 4 ------- � ... . --------- I . , 11 , .:� .1 I � � : I'I I I _ \ 11 __ . : � ; : " - , , , , " ; , � �i - �l 1!�_ !� :l� - �� t I N. , :� :ti :I - . : I I � : . : �i — __ - i! ! .;, .1. REQUIRED BY CODE. � it; I : !it i 1. ------- A � I I _ . --------.-- : I __ � :�� I ,I :� _ 4- - __ .. : :�, �___, 1 , , - ,_ ___________________1 -------- � I ..... .... �j :1 I , - _ : �� I I I k __ : I - � , "' ., , , - l I , r ____ : : I � ----------- - ------ ___ I --- �,�,��-'-'-'-'-'-'-""---,-,-,---,� : i ---- __ ---- - I ill ! it i ;: ii; __ � : 20. HOLD TOP OF FLOOR DRAINS FLUSH WITH FINISHED FLOOR. SEE ARCH, - :i I _� -__1 .... :l; . _k .. ��_ _ _� I: -- --------- - --------- :--::. , , � I ____ - , __ - - i I . ; N I I .. I : ! : t 11; 1 , . ; . : \ t : I i I � I I � I : I : ., FCO Ri :11 I ES AROUND DRAINS. (IF REQ'D) I : : I I ,\ it I ____ I .., -G I � �il t :; FD I .1 .1 - , � : � _ it ; \ .1 -, ; � , i : t I --- I --- ---- ----- __ . I . i ! �t - _ I; I :. ,� .I , 11 � 1� '. � i. . I . :; . :I I �� : ".. --- , ".. . - ABOVE PARAPET 1, ... . \ .. '.., I . I FD -HD �' I I . , q I : II . '.., � : Ii : li I t 21. ALL NEW V.T.R'S MINIMUM OF 12 �, :1 . I I ... I ��ij ill 1 I . : 1, / it I j: - - - I I , : . , . I i i 11 li_. : ��il � UR -HC I UR -HC - ./. I: :! - I �l 1. HEIGHT AND MAINTAINED 10'-@ MINIMUM FROM ALL OUTSIDE AIR . .... i i 11 -,il : I'_ � - - -.4 I I : 14 '� . i : Ii ,V4 - . \ - i- ___ __ -it ,.. il, 5t.i 'I � � -1 - I: I , !!it � : I : 11 I 1[] WC �11\\ .-, � __ __ i j i il - � ," 1 -HC ,I .., �_ t / INTAKES, .. ... � ---- i , i I !! , I ; _-, T�_. --n --:',: LAV-HC1 LAV-HC1 . 1: l� ilil " I ---- � -1.1 ....... - -1 ... il I . ! i I � : . , i : : I: "I 11 . __ - - I: / \ . i ..... ..... It I !I I , :� I � ----- � 11 :1 / � -------- � ---- _--d� 111�! i , : t _-_ __ --- -_ " :� . . . . . . . ... -:.- __J ,___ __1 ----------- f : it : � "I ! I! 11 it 22. MATERIALS, EQUIPMENT, ASSEMBLIES AND SYSTEMS SHALL MEET ALL : 11 � it I :: ----- - ----- ": ;, I ;,I I: I I - - --nil- .11 � ! I -- ----- ------------- . 1: ill !: ,::it I I . _______i .� ---- _:1 - - -,.A. ��______ �_ - it i i ------------- _:_:_::.__ , L1111111111111 --- �� � : zz I , i � . I . it I I L'.�_ I' I :: I, : t I : I I ------------,----- : - . 17._- --- :---_-_-z ---- :f! I " � .. i , _ .� 11 I .1 � :1 � i i 1 4' VTR -L, , i I " I i .. , - .1 I - ,.<.�:�-_ ._� _:z:� ,i� ; 7,-- .I--- . , T� ; : , .1 � , � I "i �i � ; : : t i \\ I � � I )-- . �. V '�,, I : I ORGANIZATION SUCH AS THE UL, ASTM, ASSE, AWWA, AGA AND NFPA AS i ....... I I ! I t . 4. �-, "T - - i I , I I .. ;� i � ------- - ---- - FCO I - ___ I __ _ I r . - : 1 � i I i : if.�.".: -_ . :, I - X_K ------- - �t ` I - __:. : ; ----- , I , — I . 11 : I -, _ _ ---- :1 : - — i �. I --- i : I n, _,�� �1�1 - _.. '. J: ii; .. :i . : WELL AS THE MOST CURRENT VERSION OF THE STATE CODE AND LOCAL I I ;I ,I L --- ___ . :1� 1- --------- - it I . : i� : : -------------- - - - 11, I .1 --- : � . t ---- i . i-� --- if, _ 1 - S ..... I ;i� ��; :11 AMENDMENTS. I - 1; : : it ; : ,___� , �, i I - _-1 _i_ _�: __ 1, I ----- ----- � --- -------- 11 ------- I. I ; i I __ - i "! l. . V�__ - - - - � - - - - - :; � : , Z-1 I , I I : : I :: ` i - - _J_ - - _L -i,- I li�i__;�.,_* - . __�\,�-- L . --- - - - _J . ____ I - - - - , , � �_... --I---. -11 , !I! 1�i I i : : , ii I ------- I ------------ � -------- -i -------- -1 ------ ___ , - it : ;: t; . ._ ------ � ---- � --------------- ___ ,_ t :! I 1 11 1 i 14 __ _.i itiN I t; . I . i _,- t : I : I .� � : . ........ --,-----" .� � � I, - - ----- I: - '� 4 1 . � :i ii! I : .t 23. ALL INSTALLED SYSTEMS, DEVICES AND RELATED ITEMS SHALL BE TESTED I ., - _ __ _ ;;� I I WC I . WC - ��,, _? �_ iii ii� ;: � I ---- .,� -1 I . : : i ;iI : , 1 ii , LAV-HC2 , ..z,--, il " N/_ , --�:, '' �: MENTS. REPLACE ANY AND 1: i__,� ,,--- .\ e�� 1\ .... � ----- I : . ---- � ----- ------ 4 1 1 :1 , , I I !!j i1i .1 , -, t, "'.. '�:, . I :. it ,,,;_ ,; i : .��1'1_ , I , 1. : . :1 � I __ .I , , ;, k�l il t I it :J; it :�, � I , �: - ; : I , :1� it I : I . ;�, . -, : ii� I.. I ,) t � ii !I _�,__W-HC ii, , i , , : I! i 1, I ,_zl -.1; ;: : : I :1 ALL CONTRACTOR SUPPLIED DEFECTIVE DEVICES, ITEMS OR SYSTEMS AT , , , , " , LI � ; N 11 `�11, __1:;" _ __ _ __ , il 0 ql-�,P - ----------- � .. ..... . �1. �i_ , ?) I : : , ,\ �;, 11 _ 'I I� i It 1-�: I \� , .�:�:� , � ::, it \ )� L. - I I: _.� \ ., � I ------------------ - I ll� ; it, !i ,*1 i I I ------- -- -- ------------ __ __ - - , , - \� / :1 �!__ " - I - . � I 1�� : I i iii ! : I it; it 1: I! it I - A I I --,.--, " � -, __ f �11 �� .,�' I I I :i, .: --! ---- L ----- ; \;��z , - !_; 11 ! it;lz - --- --- --- � --- 1____.__-_________.1 - ill i I ::: it .! : I CONTRACTOR'S OWN EXPENSE BEFORE COMPLETION OF PROJECT. 1: I :1 - -11., - LAV-HC1 LAV -HC - � �,Q�ZuR , ______ ___ ___,____ Z_ � "I I . --- � ------ _1 1� " 1 It-, WC -HG ---------- _ --- � ----------------------- � ---- � I it ,i- ��i, __ � .__ ; ,!! : 1 :1 i: It ` 'l , "' kl__ - - �. �..�.q i I � __ _Q� __I�,I�"11_11 I ,_.- � : __ - - __ _-_--__I__ - ---- - ------ __ --- ___ --..-- ___ ___ --..-- ,I __0 --.,&.-,._-_,:�:-: "--.--,-----.-.-,---,-"-".,-",-,.,-,��-,�,--- ", ___ _�:,;�� ___� --- - ____ - , ; --- ----- - --- - ------- ________-- - = I : 1 1 , ; � - , I - ___ , , !!! -r, - __ - __ - -:.::::- ----- _____: ---- :: ----- == .... :_:-_::_:.: ..... : _-:__-_-::_-:: : : -_ � ----- I --- --- � ------------- _:_ - ._::_ ---------- - % ------ � --- --------- : I t d ", ___1__1_1__1_1_;:1113 � ------- � -------- � ---- : .� : � : I t `��,___ . 24. WHERE JOB CONDITIONS REQUIRE CHANGES FROM THE CONTRACT , ---- :. I., :i I it if H ; 11 % . : 01-11111 n.-:Z:::�zz--�:zzz:.:��::-z�-�z--- -: -: - - I ---- � ----- =n -n -nn . : I I: , .1 ; I I�, -,:::___- ____ ... ____ ........ :z _ --- .. _ . .. I ----------------- � --------------- ----- � -------- � ------- ------------ _ ---------- ------ I: 'i 1\ � ; i � ,7; ---- : i ".". . . , , , I: .1 -1, I" ,z� -------------- r ------- ------------------- _ .... 11_11�� --------- ,_ ----- _ __: --- : ------------------------- -:- _-, --I--!-,: i�_ _ " \ : . .. I --- � ----------------- _ __ : _: - I I '! DOCUMENTS THAT DO NOT CHANGE THE SCOPE OR NATURE OF THE WORK I ; 1,___ .... __ --- ___ ------------- 2t : ::_ -:-,- _-::: I : it I : " I / , .. --- =:: ----------------------- � I _,_ i I --,,' .. I ----------------------------- -- . I ; !____� -------- : - � - __: __ -,: _-:: -------- � ----------------- I . I -------------- ------- � ... � ... _ -I-- . \ ;: I � t : � 3 � --- --- �-7�--.-.��--.�..�..-:=�---�:.-: -- - -- - - -- - - - - -- --- --- -- -- - -- - - --- - - .- - - --- -- - - - --- --- -- - -- ==_-111=_= _. . : : REQUIRED, THE CONTRACTOR SHALL MAKE SUCH CHANGES WITHOUT It --------- ___ --- � ------------- i I � 1: , FD -G I! ii JR . I t T- L___ ! - - ------- _ .1 -------- � . . . . . . . . . ; . '7�<--- --------- k"M � ; ____:�,_, , ; ii ii I - 1-1 I i / . -, - __ ---------------- ; it I' 4_- J 1: I: I, . ii.- � " - ----- ii ii : ------------ :1 ,'..,' _ I - / , � :i it : : ; i I I I I" \--l" ------- \� 1: :; : , � it : :l t : : : I , --:11:1`11 it / : � _� I :: : : t ._______ --- � ........ � ------ �_"._ � �.-��-��--���"�4-�---�---�-���-zz�-z�4-I ,�.��x,"���---�---��------�---��---�,,"-�F��-�..�..� .... ------------ - t` - I :; ADDITIONAL COST TO THE OWNER. NO OTHER CHANGES MAY BE MADE 1-1 __! - --- � ------ --- � I � I' , : I . 11 :1 , : \ it I: : . -'. ,,, i- ., ----- ____ - - ____ � I t �* i! ji 1- --- __; t --- ---- ... - �\ , - i ; � I , I : ill ". _ . . L. : I t , , � _ ,_", - --------------- � --- --------- � ------- � --------- I—— .... � .... ----- � ------ z --- 1-1 ...... . .... --- WITHOUT WRIT -TEN PERMISSION OF THE OWNER. ,I � - I ,� ,��-�-----------------------,-..-,-.-�,�--�..� ... _ t I - 11 : I .11 : , .� " ". it : ; --------------- ___ ------ ___ ---- � --- � l ---------- ____4 : --- __ --- ----- � --- � _ .... - - I : \ I I I., i .., _ it : -------- � ...... _____ --- � -------------------- I- ----- I ------------- _ ... .... I i I I i ; 1'��l t I I : .I I ; .;;, ! ,: 1 . , : � ; ..: - i . _ t . 1 � - . ; . I 1 i I 11 .1 : : I I , ; . I . : 1 : ; , : ..;:,. � � ----------- I I I . \ ` : : : 1 : Il : 11, , I /11 i: 1, I . ,::: : ; : :: It 25. ALL EQUIPMENT, FIXTURES AND MATERIALS SHALL BE NEW AND UNUSED, ; I; it I:; li�l L -------- - ---- i �-__ -------- ! ------- - - t - - ------------------ - ----------------------------------- � ------------------------------ i . ................ : lt I ", I,--,-- I_ : .1 I i I i 1 : ......... I ; ; . 1 : 1 t ; : i t AND INSTALLED IN STRICT CONFORMANCE TO MANUFACTUREWS It - - I ii 1, I 11 it ; I i i ll, I : - ,'I I :: : t t Ill, 1: ii 3�� --- --------------- ________. � --------------- � --- � -------------- ==._____.: 4 it 1: : I I i� . : : 4 it i : RECOMMENDATIONS (U.O.NA PROVIDE COMPLETE WITH ALL TRIM, STOPS, .; ........ ---------- _ _ ...... � -------------- � ---- =_ :: ; I " , � � l,,l I i-- ----- � ..... � ------------------------- � ...... ..... � - � ---------------------- � ...... __ ------------ --- I ...... � -------------------- -- I i - ----------- _ ....... � ----------------- --- � --------------- _ i i 1. i : � ,� -,-.- ----- i : : 1. , . ! , - ___ t . i I I : : I I 1- " ..., �.'\ ___ t t . : � . . it , , HANGERS, CARRIERS, SUPPORTS, ETC. INCLUDING PROVISIONS FOR . I ,�) � , . i . : ; : it : I I I 1. � �_�",� %/ I_. --.---' : : : i : : it : _ ,_ .... i i ... t : : ; it ; ___ : : ; it : , IF REQUIRED. WHERE FIXTURES ARE ACCESSIBLE, - i : . .. : __ ____ I : : . I F ,--- __ ,-- ___ ,--- - -,],,-" - __ - ___ - -1 ...-, � " , I: . � ! t . ; : : ; ---. I ___ : __--i : : , , it : MU I , THEY ST COMPLY WITH ALL FEDERAL A.D.A. REGULATIONS. � ------------------- -ig- ...... ---- I 1 I" __ it "I'll", t_____ - ---------- I : I ' : � :! ii : I I �,l � I I I i � t I 11 I : I.- ----- 1 __ -----*, : : 11�� -� , '' ... 1�=_ 41 1 I GUARANTEE ALL WORK FOR WHICH MATERIALS ARE i I . ' I . : i-, - _0 ----- —_ : 11,� --- EXTERIOR : : it I � � .- : I t ----------- � ----- j i �: , -1- . . . - I i i "l ----"- i I � : ----- _ ---- � .... : ; -_ --------------- _ -------------------- --- : FURNISHED, FABRICATED OR FIELD ERECTED, ALL FACTORY ASSEMBLED i l, __ CLEANOUT : ! . i I i ! I . TO SEWER. SEE : I I! I " _ ____ ...... I : : i : 1, ; 1 : : 1 i I V_ � � . . . NO SPECIFIC MANUFACTURER'S GUARANTEE IS I .: i I � t . : i SLTE-AAR, FOR ,m,ONTINUATION I ------------ -_--1 . . i I i _ i TO (2)TWO 1500 I . :..-- _: I 1: i ___ �_�', . � 7 --------- _ ---- _ � � i I i 1, I I / ORK IN CONNECTION WITH THE INSTALLATION OF . , � i : : : _ - : ! ", H i .__ , 1 � i : I I I --..--------,- I : : : � F-1- .., j : : I � I � I : : : i GALLON GREASE : : , :i I ; it 11 � ---- ----- - : : I __ 1: . � I [ _� __ , I : I : : i MANUFACTURER'S GUARANTEED EQUIPMENT. THIS CONTRACTOR'S I . 11"'l i . it I; .z it it I t ,_ - t I I : : � I .- I : i 1 ,---. i I INTERCEPTORS. t 1 I , � 1; I: __ I : l : . : i � : - I : : : i t _____, " i ; . : '_ ------ � t : I : : t 1 .-f- - I : t � l: : ----- - ------ I t : I I i]11L__'___',_1_,'11 :; GUARANTEE SHALL EXIST FOR A PERIOD OF ONE (1) YEAR FROM THE : . I , I .. I: I : I .. I " I SEE SITE PLAN I ------------------- : : : Z I . � I : -, __ I . ...... I I " t I : ----- - -- --1 --------- . _� I DATE OF FINAL OWNER ACCEPTANCE OF THE WORK AND SHALL APPLY TO : .,--,.- I I , ,,, : : - 1 1 I ___.__ : ! I I - : I I i 1 i : i � .......... i I I 11"'l I; . ALL DEFECTS IN MATERIALS AND/OR WORKMANSHIP OF ANY KIND. �i . I i _ I I I I it I t __ . � i . t . I .. I it I i __ - l, I I .... , i i ! � _. - : 1 ------ i I I : i ! 27. BIDDERS SHALL BE LICENSED CONTRACTORS IN ACCORDANCE WITH LOCAL � i i __ I I i 11 t I i I i I I "'l 1 I ; __ I I ! ! ! ! 1 I � I ___ �, I t AND AND STATE LAWS. I it � . I 11 l: I 1 I -------i,- ---. - __ ____ ,__ __ ___ _J � i I" ; i t - i . 11 i ............ - --- ____ --- --- __ ____ __ - ,l", i 1: it 28. ALL PERMITS AND I i t -.-" , 1� 11 j,� ---------- ------------- �, ii H _N. 1. I 1 11 I !i ONTRACTOR AND INCLUDED IN THE BID PRICE. I ,I '��_ I: i� - - -_:i______-( --- .-,�) _��__, -�- -�,i��-� .. II : I LL -------------- I ---- .- � � - _.,� ,r,: __:i� -) ------ � ------------- 1� ----------------- �. 'i�_,_�4z�z%_Z�:F . _:�:. - -,: - I _ - ,-_'� _ "_ --- ` --------- I ---- � ..... 1-�--,-.,-�,�.�.,-�...����-.-.�-------------------� i�s,s�� ,��-,-:�`:-- k��.___"_�____�_:�:__,__`:,_ _1 --- .- . 'I t , �,�--�-------------------------.--.-.-,---! 29. ALL PLUMBING FIXTURES AND PIPING SYSTEMS SHALL BE INSTALLED IN MBOLS SHOWN MAY NOT APPEAR IN THESE DOCUMENTS. ACCORDANCE WITH THE LATEST EDITION OF STATE AND/OR LOCAL CODES. COOPERATE AS REQUIRED WITH ALL AUTHORITIES HAVING JURISDICTION . SOIL AND WASTE PIPING TO INSURE THAT PROPER MATERIALS AND WORKMANSHIP ARE USED. GREASE WASTE PIPING OIL, WASTE & VENT PLUMBING PLAN ,,, NORTH O D AUTHORITIES TAKE I Y INFORMATION WHICH IS INDICATED OR IMPLIED - - - - VENT PIPING 1/41- = P -O" ON THESE DRAWINGS. COLD WATER PIPING (CW) 30. THIS SYMBOL GED INDICATES ITEM TO BE FURNISHED BY OWNER OR KITCHEN .— HOT WATER PIPING (14@T) EQUIPMENT SUPPLIER. COORDINATE INSTALLATION AND FINAL CONNECTION PPLIER. FIELD VERIFY SIZES AND LOCATIONS OF ALL TEMPERED WATER PIPING (110-F) SUPPLIER. FIELD VERIFY SIZES AND LOCATIONS OF ALL t@R - RECIRCULATING HOT WATER PIPING WATER, WASTE, INDIRECT WASTE, GAS AND/OR ELECTRICAL CONNECTIONS PRIOR FILTERED WATER PIPING TO INSTALLATION (TYPICAL ALL PLUMBING EQUIPMENT). . 31. SEE PLUMBING ROUGH -IN DRAWINGS PROVIDED BY KITCHEN EQUIPMENT SUPPLIER . SOFT WATER PIPING FOR MORE INFORMATION. '*--- INDIRECT WASTE PIPING 32. ALL INDIRECT WASTE, WASTE PIPING OR FIXTURE WHICH RECEIVES THE DISCHARGE . . FROM A DISHWASHER, STEAMER OR SIMILAR PIECE OF EQUIPMENT WHICH PRODUCES . - CONDENSATE DRAIN PIPING SIMILAR PIECE OF EQUIPMENT WHICH PRODUCES WATER AT A TEMPERATURE HIGHER THAN 125T SHALL BE DWV COPPER OR CAST IRON A MINIMUM OF 10'-@* DOWNSTREAM . - UNION FROM THE OUTLET PRODUCING SUCH DISCHARGE. COORDINATE WITH KIT. EQ. SUPPLIER. - GATE OR STOP VALVE 33. ALL INDIRECT WASTE PIPING FROM EQUIPMENT TO ABOVE FLOOR RECEPTOR SHALL BE - FLOW PREVENTER 1" (MIN.) COPPER UNLESS LARGER SIZE IS INDICATED BY EQUIPMENT OPENING OR KES. � � I - BALL VALVE I . VENT-THRU-ROOF � WN OR EQUIPMENT SUPPLIER. COORDINATE INSTALLATION AND FINAL MANUAL GAS SHUT OFF VALVE CONNECTION REQUIREMENTS WITH SUPPLIER. FIELD VERIFY SIZES '.. AND LOCATIONS OF ALL WATER, WASTE, INDIRECT WASTE, GAS AND/OR FLOOR DRAIN ELECTRICAL CONNECTIONS PRIOR TO INSTALLATION. SEE SHT. FS -5. I - I . _*_________k%1 411 i il, I I— - r-4—t—awwom mi'm i" , __ -------- I I I i — ____,__ - - 7'. " - 11"i ", I � ,--------------------------------------------------------------------------� � --- z -------- =_._=__,___z__ _= ---- � ----- = .... =_=._.,__,__,,___�__ I I , t 1- ------ - -------- -------------- - - - ____ _ � --- I , I " - " i.. I I . ..... �z,��,�-",-�-:--=-Zz�,z�;.Z,�,,�"z��:-"-,�, t 1 I . 114, ", --i �, , , "'. I )FCO -i_ I I "I '"" ... [111, I' __ _� .1 _____ , _ I . - I 01. ____ , "" _1, -.1 .1 F_ '1111, I -1 , 11 � H , I i I I , I I � I , I I I I . 4. - I I I �/ 1i I i! i 'i ;I I :i I .1 I I :1 i i 1 i I i I I fl�_ Ill ill III I§ 14 i� � .4 ill I. 1 2 SEE SHEET P2.0 FOR DOMESTIC WATER AND GAS PLUMBING PLAN. UNNEL FLOOR SINK 3 SEE SHEET P3.0 FOR SOIL, WASTE & VENT AND DOMESTIC WATER PIPING DIAGRAM. . 4 SEE SHEET P4.0 FOR GAS PIPING DIAGRAM, PLUMBING FIXTURE OOR SINK SCHEDULE AND SPECIFICATIONS. � . I CODE NOTE 1 5 SEE SHEET FS -5 FOR PLUMBING ROUGH -IN PLAN. ANOUT . IE FINISHED FLOOR RE/EOUIPMENT DESIGNATIONS THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE THE NECESSARY ENGINEERING FIRE PROTECTION DRAWINGS IN ACCORDANCE WITH FBC & ITS APPLICABLE SECTIONS. THIS SHALL INCLUDE DRAWINGS FOR APPROVAL BY THE LOCAL AUTHORI1 HAVING JURISDICTION REQUIRING ENGINEERING CERTIFICATION & SUBMISSION FOR L & STATE LEVEL. .. ., .1 :�:: ::::::�:::., .o 1. '1z I i�� ,11 .��A -4 iii _ :li:jl�� You 6n q?, mffl, p,.7 1. zi� ., �i� �i!�::��ii�� �!i I , ., - I., 1. ... :: .. I.. .. .. .. %." ,.�. 230 86iffiland Drive - LexingtDri, KY 40503 8W276-2006 - OW276-2901 Faosirnfie Seal 'k"',3.�iiii.� - K N- m ..S It. W, M I k\1' 1. , , �_ I � ,., ,� -1 -11 -1" - - "' " , � .,�', , ,K� � �,,,- " - ,_ , � X,i� - . ", , ��" ,,-->�-- � , "-�' ��:`,O\,�` ,, � ��- '\"� ,., - " ". �i , -. ., I ", , " \ . _x , , , I x , ,,,,, .. D,:i, 1. I 11 . .�. - ,��'��,'� ,� . . , , . &,� _-, i" , I I 11 �� :.. ... I .-N, " � I ,. ii - : ..", ., �. . 11 . 1, ,,i`�'Ii� . � , :',�'. , �, -1� ARCHITECTS M APIM"ICM LTD. 211 Ead Broad Oboe Grewwft SC 20K T. 964"MW F. 084=.7W7 www.opsai nhiiiianle.olom Project ... ''I.N.- __,*__� :OU.TRAC EoIK sf Carmel, IN Store # 1513 Project Number 112, Drawn By TR Checked By VP Date 28 NOV I Revisions Soil, Waste and Vent Pkimbing Plan P160 ROOF RECIRCULATING PUMP: TACO 110 SERIES, 3/4", 5 GPM 0 7'HD, 1725 RPM, GAS PIPING FOR 1/12 HP, 115 V, 60C, 1 PH. WATER HEATERS AQUASTAT-,,,,,,., 3/4" 140R WH -1 I 11/4 " BALANCING PRIMARY VALVE. I I IJLI TEMPERATURE AND PRESSURE 11/4'" L RELIEF VALVE. PIPE FULL SIZE DWV COPPER TO DRAIN, TYP. SERVICE DRAIN TYPICAL ROOF TERMINAL ASSEMBLY, TYP. TT n i r I ROOF ASSEMBLY FLASHING, TYP. '�- VENT LENGTHS SHALL BE DETERMINED PER MAXIMUM LISTING IN RINNAI OPERATION & INSTRUCTION MANUAL, TYP. i I I VENT EXTENSION, TYP. CONDENSATE COLLECTOR, TYP. WH -1 i WH -1 i WH -1 ( VERTICAL DISCHARGE ADAPTER, TYP. SUB 1 I SUB 2 I SUB 3 I 3/4" PVC, SCH 40, DWV CONDENSATE PIPING TO FLOOR DRAIN, TYP. GAS VALVE (TYP. SUPPORT EXPANSION TANK E -TK FROM V7Y �-G _ STRUCTURE, NOT PIPING S n 3/4"71:1/4- 1' 3/4" 11/4" 3/4" 11/2" " 11/4 CONCENTRIC REDUCER 11/4 11/2" SEE FLOOR PLAN i.vr' " S BYPASS PIPING FOR CONTINUATION 3/4 ITIA NM. LOCATIONS OF VALVES, PUMP AND PIPING ARE DIAGRAMATIC ONLY AND MAY VARY FROM THAT SHOWN. INSTALL WATER HEATER, EXHAUST VENT, AIR INTAKE AND ROOF CAPS AS RECOMMENDED BY MANUFACTURER AND AS PER CODE. CONTRACTOR SHALL USE DIELECTRIC UNIONS FOR ALL PIPE CONNECTIONS BETWEEN DISSIMILAR METALS. MECHANICAL ROOM PIPING SCHEMATIC NO SCALE WATER SOFTENER FURNISHED BY OTHERS, INSTALLED BY P.C. MECH ROOM FLOOR GAS SERVICE PIPING -- SEE SITE PLAN FOR CONTINUATION GAS METER LOCATION. COORDINATE W/LOCAL GAS CO. FOR METER SET AND CONNECTION REQUIREMENTS SLEEVE AND SEAL THRU WALL ABOVE CEILING. CONTINUE UP WALL TO ROOF. SEE SHEET M2.0 FOR CONT. SEE SH P4.0 FOR SIZING AND PIPING DIAGRAM i TO CHEMICAL DISPENSER WH1 (4 REQD) ;" 199 CFH EACH 2" DOMESTIC WATER SERVICE SEE ENTRY DETAIL, THIS SHEET MAIN SHUTOFF VALVE LOCATION ------------------------------ - I SEE MECHANICAL ROOM PIPING- -- - SCHEMATIC, THIS SHEAT: " -- ---,- - - - I MI WATER SOFTENER EQUIPMEI BY OTHERS. COORDINA CONNECTION REQUIREMENT DOMESTIC WATER & GAS PLUMBING PLAN ITEM # 45 BAG—IN—BOK SODA SYSTEM F ITEM # 83 COFFEE I ITEM / 61 _LWATER STATION ITEM / 59 COLD WATER IN F HANNK (MAIN SUPPLY) BEVERA COUNTER I ITEM / 62 ICED TEA BREWER WATER 5 OFTENE TI — I H RLT5USRUW 14W HOT WATER WATER WAITER HEATER HEATER — — ITEM g 135A & 1358 3 COMP. SINK FAUCETS ITEM 11 40A MOP SINK FAUCET WATER CONNECTION SCHEMATIC NO SCALE I e i ITEM # 98 DISHMACHINE GENERAL SHEET NOTES VW bin 7fif 1 THIS SYMBOL PXX INDICATES ITEM TO BE FURNISHED BY OWNER OR EQUIPMENT SUPPLIER. COORDINATE INSTALLATION AND FINAL - " 239 Southland give - Lexington, KY 40503 CONNECTION REQUIREMENTS WITH SUPPLIER. FIELD VERIFY SIZES 859-276-2006 - 859-276-2901 Facsimile AND LOCATIONS OF ALL WATER, WASTE, INDIRECT WASTE, GAS AND/OR ELECTRICAL CONNECTIONS PRIOR TO INSTALLATION. SEE SHT. FS -5. 2 SEE SHEET P2.0 FOR DOMESTIC WATER AND GAS PLUMBING PLAN. 3 SEE SHEET P3.0 FOR SOIL, WASTE & VENT AND DOMESTIC WATER PIPING DIAGRAMS. 4 SEE SHEET P4.0 FOR GAS PIPING DIAGRAM, PLUMBING FIXTURE SCHEDULE AND SPECIFICATIONS. 5 SEE SHEET FS -5 FOR PLUMBING ROUGH -IN PLAN. MV1 SYMMONS THERMIXER MODEL 5 -120 -CK (OR EQUAL) SINGLE SINK APPLICATIONS. MV2 SYMMONS THERMIXER MODEL 5 -130 -CK I (OR EQUAL) 2, 3 OR 4 SINK APPLICATIONS. ATE. SUPPLIED WITH REMOVABLE PISTON AND THERMAL MOTOR, CHECK STOPS, ROUGH BRONZE FINISH. INSTALL IN SUPPLY PIPING WHERE INDICATED. SET TEMPERATURE AT 110-F OR AS REQD BY CODE. SEE FLOOR PLAN AND PIPING DIAGRAM FOR MIXING VALVE LOCATIONS AND SUPPLY PIPE SIZES. INSTALL VALVE UNDER SINK AND OUT OF SIGHT. MIXING VALVE PIPING SCHEMATIC NO SCALE 3/4" HW AND CW PIPING UP IN WALL. COORDINATE WITH VENT PIPING AND SODA CHASE P36 P33 ---, ---------------------- L........ RENORTHCE -------------------- I--: ------, i I ;k_ ;: Seal DP3 ARCHITECTS ram DIM AACHITECTB, LTD. 211 Ead Broad 8lrest Oreenwft 8C 20K T. 864"MW F. 004J=.7W7 WWW.oom Project :OUTPBAC o1KH O U S E Outback Steakhous( Carmel, IN Store # 1513 Project Number 112, Drawn By TR Checked By VP Date 28 NOV 1 Revisions Domestic Water and Gas Pluming Plan 1/4- - T -W P2mo 1/20 • 3/4" CMV, \ \F\�Ae P45 /^� / � 4" VTR / / l VENT PIPING IN BAR DIE. MAINTAIN POSITIVE SLOPE / TO DRAIN 4" I / 4" y. COORD. IN WALL ( / / i AS REQUIRED j / / i FFD—CI 4- 11/2" i <1/ i—•x... I 3n I P71 V I FCO 3" 4 " FS -12 I 3" VTR FD -G FS -12 „ 4 3" `J L 3" 3" r, 4" I FS—CI I � I IIN FS -12 3" FCO 4" FD -G FS -12 3" I 1 IN, FD—G 11/2„ �I I 11/2- �> I 3" / I 4" FS -12 I / I � / ck, j 3" FD -G I - 3" / / FCO r 2" 4" VTR , J L i N. 1 /2" FCO \ / / I � FCO 1 I 4" 1/2 " \ FD—G 1 " 12" loo, 1 1 � I I 1 \ 3" , �I or UR LAV \ R 1,/2» I --HCI 4" I w 1" UR I I LAV—HC1 I 1 1/2" I IN. / /I» /� " 1 1/2 " LAV—HCl 3" FS—CI FS -12 \ y'* I FD—G i 2 2" 30 / / 3" 1 WC 4" EXTERIOR CLEANOUT N,� ( 3" 4» � i I 2» LAV-HCt 4 \ I / \ I 4" " P71 / 3" r/ � // / j 4„ / WC FD -G " " I I FD -G 4 I � 1 , S I 2" TO SEWER 1 2 r 2" 1 i i I 11/2" �I I I 1 ( EXTERIOR CLEANOUT WC—HC 0#1 I 4" WC—HC I 4 LAV—HC2 i " I �I i 1 " '-- TO GREASE INTERCEPTORS I 4 SEE SITE PLAN 10 4" 4" WC -HC 2" SOIL, WASTE AND VENT PIPING DIAGRAM t� WALE 3/4" 1 1/4» 1/2" 1/2o 3/4' /2"3/4" 3/4" 1/2" MVi 1" J/ 1 /2„ P40 I� \ 1/2 P59 Ps1 ` Pse \P63 /2" \ 1/2n � P33 ` P36 \ \ MVl \ An P73 P77 `\ 1/2* \ P77 PIPING UNDER SLAB TO CHEMICAL DISPENSER ----- v 1 1/2' 3/4" WATER HAMMER ARRESTOR SCHEDULE WHA'S SHALL CONFORM TO ASSE 1010 PDI UNITS A B C D FIXTURE 1-11 12-32 33-60 61-113 UNITS 1 /2" VERIFY SIZE TO ICE MACHINE 3/4" 3/4" 3/4„ n 1/2 WHA—A (TYPICAL) \� /2" P140 /1/2" �� S I 1/2 - to /2"1n P96 3/4" 3/4" HW FROM BOOSTER HTR „ TO DISHWASHER 3/4„ 3/4 P98A 1" 1/2" 11/4" N 11/4" UR—HC LAV—HC1 11/4 UR—HC 3/4" 1/2" LAV-HC1 \ 11/4" 1/2- 1/2" I 3/4" WC MV2 WC 1" LAV—HC1 LAV—HC1 1a 112" WC—HC HB JSB MV1 HB 3/4- n i i „ / WC -HC P71A 1/2 � 1/2 RECIRCULATING PUMP REDUCER CONCENTRIC 1/2" ASSEMBLY TO WATER HEATERS 11/4" 11/2" ' FPWH-HC i TO WATER SOFTENING LAV-HC2MV1 2" FROM METER PIT AND EQUIPMENT WC -HC BACKFLOW PREVENTER SEE MECHANICAL ROOM PIPING SCH_FMATIC, SHEET P2.0 DOMESTIC WATER PIPING DIAGRAM W SCALE Seal DP3 ARCHITECTS W% AIIOHIT1 VM LTD. 211 East Broad SNW ©rosnvft SC 20K T. 894.282.8200 F. 884.>M.7WY www.DPBarohN@cts.00rn Project :o UI @1K • S T E A K O U S E Outback Steakhouse Carmel, IN Store # 1513 Project Number 112 Drawn By TR Checked By VR Date 28 NOV' Revisions Sol, Waste and Vent & Domestic Water Piping Diagrams P3.0 • �!ii Al IT 1:1Kli 1. SCOPE OF WORK A. Furnishing of all labor, materials, tools, transportation services, etc. necessary to complete the installation of the plumbing system and as described in these 10. EQUIPMENT A. Water Heoter(s): Furnished, installed by Plumbing Contractor. (1) Size, capacity, type and manufacturer as indicated by drawings. Water heater shall specifications, as illustrated on the accompanying drawings, or as directed by the Owner. (2) be gas or electric as noted on drawings. Gas water heater shall be provided with a sealed combustion system as required B. All hot and cold water systems with complete connections from the water meter to all plumbing fixtures and equipment requiring water connections. These systems will (3) for manufacturer insulation installations and as required for labeling. The water heater, gas or electric, shall be provided with all temperature and safety be complete with controls, valves, equipment, devices and insulation. Cr controls including ASME and ANSI Z21.22 rated temperature and pressure relief valve, regulator (if required), drain valve, expansion tank, etc. C. All soil, waste, and vent systems outside and inside the building and sewer connections to Municipal system as indicated on drawings. (4) gas pressure Plumber shall make water, gas and relief line connections with cutoff valves and D. Furnish and set plumbing fixtures, including all the required trim and supports. VERIFY dielectric unions in water and gas lines. E. Trenching, pipe bedding and backfilling. F. All rough -in and final connection to equipment in the Kitchen, Bar and Service areas B. VALVES, COCKS AND FAUCETS (1) Unless specifically indicated elsewhere, the valves shall be designed for not less than if indicated on the drawings, including necessary traps and miscellaneous items as required. Coordinate w/Owner and Food Service Contractor. AND A RESTRAINING DEVICE FOR EACH 126 Ib.. working pressure. The valves shall have suitable valve body patterns for connection to the pipe for which they will operate. All valves with rising stems shall G. Furnish all final plumbing connections to heating and air conditioning equipment, and kitchen bar equipment including condensate drains, indirect waste and gas piping. PIECE OF EQUIPMENT. have back seats for packing under pressure. Approved equal gate valves and check valves as manufactured by Stockhom, Walworth, Lunkenheimer, Scott, Hammond, See "FS" drawings for requirements. (2) Crane or Watts will be acceptable. Gate valves shall be Hammond 18634 split wedge or approved equal. H. Meters and Utility Connections: (1) Water. Coordinate work with the local water company. Furnish all labor and/or to (3) Shutoff valves underneath lavatories, tank type water closets, sanitary sinks and water coolers be angle stop valves with soft annealed chrome plated copper connection material (not furnished by the water company) which is required to connect MAKE -UP -AIR UNIT shall chrome plated existing line and/or set meter. Install all permanent water supply lines from the point 1 pipes and chrome plated escutcheon plates. of connection and complete the work as shown, all in accordance with the requirements of the landlord and water company. Tap fees shall be paid by Owner. (If 4 �5� Gas Cocks for all Equipment: See drawings for requirements. Water shutoff valve shall be Nibco #S-112 or approved equal bronze solder joint, 125 Ib. WOG required) Plumbing Contractor shall pay all work related inspection fees by authority (6) with rising stems. Exterior wall hydrants and valve fixtures to be non -freeze type. supply shut-off valves if indicated having jurisdiction. (2) Sewer Connections: Coordinate work with the landlord and/or local utility company. All work HEATING/WATER HEATING GAS LOAD CFH: 2096 on plans. and materials shall be in strict accordance with the requirements of the local governing 11. EXECUTION authority. Tap fees shall be paid by Owner (if required). Plumbing Contractor shall A. PIPING pay all work related inspection fees by authority having jurisdiction (if required). (1) All piping shall be run concealed except where shown otherwise on drawings. (3) Gas: Coordinate work with local utility and furnish all labor and/or materials (not (2) Valves, traps, cleanouts and other apparatus shall be installed in an easily accessible location. furnished by utility) which is required to provide a working utility for Owner, inclusive (3) Soil, waste and vent offsets and house drains shall be installed with a minimum, uniform grade of meter and/or regulator. Furnish system from tapping point to and in the building 150 of 1/8" to the foot, unless otherwise indicated or required by local codes. as required and shown on drawings. Tap fees shall be paid by Owner. Plumbing (4) Hot and cold water lines shall be at least 6" apart where piping is parallel. Contractor shall pay all work related inspection fees. (5) All water lines shall be run overhead and down partition walls unless no wall is provided; then 1. Gas piping to heating, ventilating and air conditioning equipment, fire pits/gas 412 run lines under slab to point of termination. All lines shall be concealed unless noted otherwise logs and water heater. 35 on plans. 2. SHOP DRAWINGS B. HANGERS AND SUPPORTS (1) Copper piping shall be supported at intervals not to exceed 7'-0" and at each change in A. Within 15 days after award of Contract, and before any plumbing materials are delivered to the job site, submit to the Owner three (3) complete shop drawings in VERIFY horizontal or vertical direction. Hangers shall be Fee & Mason plastic coated hanger, Fig. 381 or approved equal by Grinnell. Hanger attachment to structure shall be as required. accordance with the provisions of Section 01300 of these specifications, including hangers, (2) Gas piping shall be supported at intervals not to exceed 8'-0" and at each change in horizontal direction. Steel hangers shall be Grinnell Fig. 104 or Fee & Mason Fig. 199. all plumbing fixtures, trim, drains, cleanouts, piping, valves, insulation, supports, equipment and devices proposed to be furnished and installed. Shop or vertical pipe attachment to structure to be as required. drawings shall not be reviewed unless they bear the review stomp of the General (3) Hanger rods shall be standard bolt steel with machine screw threads, 3/8" diameter minimum. Contractor. (4) All piping underground shall be firmly bedded on the body of the pipe, and bell holes provided 3. PRODUCT HANDLING 11/4" at each bell. All piping shall be installed in graded trench. Excavate, backfill and support piping A. In the event of damage, immediately make all repairs and replacements necessary to as herein before specified. the approval of, and at no additional cost to the Owner. C. PLUMBING FIXTURES 4. EXAMINATION OF THE SITE (1) Furnish and install all plumbing fixtures complete with all equipment fittings, trimmings and A. All Contractors submitting proposals for this work shall first examine the site and all accessories, as specified. Open front toilet seats with no covers as manufactured by Church conditions, including Local rules ®ulations, thereon and/or therein. All proposals COUNTER PROVIDED BY G.C. CHROME PLATED OFFSET TAILPIECE AND TRAP WITH INTEGRAL. will acceptable. shall have taken into consideration all conditions that may affect the work under this (2) All tures shall be Grade A. The name or trade mark of the manufacturer shall be printed or fix x Contract. Lack of this information will not be considered as justification for extra cost CLEANOUT. COORDINATE FAUCET FINISH W/OWNER, WATERSENSE CERTIFIED FIXTURE pressed on all closets and lavatories, and a label, which cannot be removed without destroying or allowances to the Contract price. it, containing the manufacturer's name or trademark and the quality or class of the fixtures, shall 5. GUARANTEE ADA COMPLIANT W/TRUEBRO 103E -Z INSULATION KIT. be affixed to all fixtures and not removed until after the work has been accepted. A. All work performed under this section shall be guaranteed to be free of defective (3) Exposed piping to fixtures shall be a product of the fixture manufacturer or approved equal and materials and workmanship for a period of one year after final acceptance of the work LAVATORY AMERICAN STANDARD "LUCERNE" 0355.012 WALL HUNG TYPE, shall be: by the Owner. (a) Water: Chromium plated iron pipe size red brass. B. Upon notice received from the Owner, Architect or Engineer, of failure of any part of 207/2"081/4" VITREOUS CHINA, FOR CONCEALED ARM SUPPORT, 0.5 GPM FLOW (b) Waste: Chromium plated tubing, except concealed waste connections to kitchen or scullery sinks. the guaranteed equipment during the guaranty periods, the affected part or parts shall (4) Stops as manufactured by the fixture manufacturer, with metal -to -metal seat, shall be provided be promptly replaced with new parts by the Contractor at no additional cost to the RESTRICTOR, AERATOR & CP SUPPLIES W STOPS, CP ESCUTCHEONS, CP GRID DRAIN, for all fixtures and equipment. Refer to schedule on drawings for manufacturer's and model Owner. All labor required to perform guaranteed shall be included as part of the numbers used as guide specifications. Numbers as listed represent the complete workable outfits complete warranty. CP TRAP W/ INTEGRAL CLEANOUT. HANDICAP OFFSET TAILPIECE. with all brass trim as necessary. (5) Fixtures shall be white unless otherwise noted. 6. PRODUCTS (6) Fixtures furnished by this Contractor or by the Owner shall be fitted with necessary water A. DESCRIPTION (1) Soil, Waste and Vent Piping: All soil, waste and vent piping shall be supplies, stops and traps with cleanout plugs under this section of the specifications. standard weight coated cast iron soil pipe and cost iron/neoprene gasket fittings. Yard where under a superimposed load condition such as a driveway or parking D. TESTS (1) The plumbing system and associated system shall be subject to constant inspection and final piping, area, shall be service weight cost iron soil pipe and cost iron/neoprene gasket fittings. approval of the code authorities having jurisdiction. Tests, in addition to these included in this section, required to show code compliance, shall be performed as (2) Above floor shall be A.B.S. or P.V.C. Schedule 40 if approved by local authority, or directed. standard weight coated cast iron pipe with neoprene rubber gaskets, or hubless cast iron with neoprene rubber gaskets and stainless steel clamps (Clamps All or (2) The soil, waste and vent lines of the sanitary systems shall be subjected to a water pressure test pipe equal). Piping, etc. within air plenums shall be rated for that use. HB of not less than 10 feet of water head pressure or 54 pounds of air pressure for a duration of not less than 2 hours. During the pressure tests, each joint shall be inspected for leaks. The lines (3) Hot and Cold Water Piping: (a) Above the floor shall be Type "L" copper with 95/5 sweat soldered and wrought 1/2" shall be tested as an entire system, but all the underground and concealed lines shall be given copper fittings. Buried piping shall be Type "K" soft drawn copper tubing (3) the above test and approved before the lines are covered. The domestic water piping system shall be subjected to a water pressure test of not less than 150 without joints under floor. Loop from wall to wall. (4) Condensate Drain Piping: PSI for a duration of not less than 2 hours. The water piping shall be tested as an entire system, before the (a) Condensate drain piping shall be galvanized Schedule 40 or P.V.C. from HVAC on roof but all underground and concealed lines shall be given the above test and approved and other equipment unless stated otherwise. (b) Contractor shall furnish and install 3/4" or 1" condensate drains on (4) lines are covered. The gas system, from the meter connection and throughout the new work, shall ba subjected to on air test of not less than 50 PSI for a duration of not less than 4 hours and at the cooler/freezer evaporator coils, with trap assembly and 2" air gap above drain as shown on the drawings. Freezer condensate piping shall be wrapped with heat tape R pressure some time each joint and connection shall be tested by applying soap suds to each joint. The gas with a minimum rating of 10 watts per lineal foot for its entire length within the piping shall be tested as an entire system, but all underground and concealed lines shall be given the above test and approved before being covered. Further, each exposed joint shall be freezer compartment. (5) Indirect Waste Piping: Shall be Type "L" copper with 95/5 sweat solder and wrought 3/4" tested with soap suds after the gas has been admitted into the system. Welded shall be tested as required by code and approved before being covered. Each exposed copper fittings (see plumbing plan for requirements) unless otherwise indicated. - piping joint shall be retested as required after the gas has been admitted into the system. (6) Gas Piping: (5) Should the Contractor refuse or neglect to make any tests necessary to satisfy the Owner, (a) Gas piping including tap and service shall be included. Coordinate meter location with his representative or coding officials, that he has carried out the true intent and meaning of . local authority. (b) Underground gas piping shall be Schedule 40 block steel pipe with long radius steel the specifications, the Owner may take such tests and charge the expense thereof to the Contractor. welding fittings. Protect pipe and fittings with Trantex wrapping tape applied in accordance with the manufacturer's recommendation. Other type of pipe protection of equivalent quality will be optional with this Contractor. Installation of gas service piping and material shall meet with local gas company's approval. (c) Gas piping above ground shall be Schedule 40 black steel with 125 Ib, black malleable iron screwed fittings and supported at intervals not to exceed 8'-0" and at each change in horizontal or vertical direction. Gas piping compound at joints shall be in compliance with NFPA Bulletin No. 54 and local applicable codes and suitable for natural gas service. (d) Gas piping shall supply HVAC units, water heater, kitchen equipment and fire pit/gas logs as indicated on drawings, by this Contractor. (e) Dirt legs shall be installed on each piping dro for HVAC units, water heater, kitchen equipment and piping serving firepits7gos logs if indicated. (f) Medium pressure gas piping and fittings (if indicated) shall be rated for that use and shall be welded as required by code. Provide and install regulator and related equipment as indicated on plans. (7) INSULATION (a) All Water Pipes, etc., shall be insulated. Piping shall be insulated to prevent excessive heat loss and to prevent condensation and sweating. All piping shall be insulated. Piping up to 1-1/2" to receive 1/2" thick insulation, all larger pipe sizes to receive 1" thick insulation. Insulation to have a thermal conductivity of 0.22 to 0.28 (must meet enforced energy code). Insulation, to be as manufacturerd by Armstrong Armaflex or approved equal as indicated on plans and nates. As much of the insulation as possible shall be slipped on to the piping as the piping is being connected in order to avoid cutting the insulation. All butt ends and any necessary longitudinal joints shall be sealed with rubber based adhesive. 8. WATERPROOFING AND FIRESTOPPING 1. WATERPROOFING AND FIRESTOPPING PRODUCTS A. The design is based on products manufactured by ProSet Systems, Inc. as indicated below: 1. Pipe Penetrations: a. Water Guard "CR Sleeve. 2. Extension coupling: PVC coupling designed to receive a sleeve to extend penetration above finished floor. B. Products of other manufacturers, provided they conform to product requirements, will be considered under standard substitution procedures. 2. MATERIALS A. PVC pipe and fittings: ASTM D 2665. B. Elostomeric: ASTM C 1440. 3. ACCESSORIES A. Clamping ring: Type 301stoinless steel hose clomp. B. Cap: Protective high density polyethylene cap complying with OSHA reqiuirements. 4. SOURCE QUALITY CONTROL A. Fire Test: conduct tests that have been witnessed by an independent testing agency acceptable to governing authorities. 1. Test Method: ASTM E 814, 2. Conduct tests with a measurably higher pressure inside the chamber than the outside. 3. The listing of the assembly to be used in the current edition of one of the following classification guides will be considered evidence of acceptable testing: a. Underwriters' Laboratories, Inc. "Fire Resistance Directory"- b. irectory.b. Worock Hersey "Certification Listings". B. Leakage Test: Conduct tests that have been witnessed by an independent testing agency acceptable to the Architect. 1. Test Method: As designed by Cerny & Ivey Engineers, Inc., Laboratory Test Report 25259 Series 43-WCR Coupling Leakage Test. 2. No observed water penetration after 72 hours under a uniform pressure of 1.3 PSI will be considered evidence of acceptable testing. 5. INSTALLATION A. Install pipe penetrations in accordance with manufacturer's recommendations. 7. FIXTURES A. See drawings for specifications. 8. FLASHINGS A. All piping and vents passing through roof shall be flashed watertight with six pound to the square foot lead using sleeve flashing with base extending at least 12 inches in each direction beyond the outside diaphragm of the pipe. Turn sleeve down a minimum of 1-1/2" into top of vent pipe with lead fitting snugly inside of pipe. All gas vent caps shall be fitted with lead fitting snugly inside of pipe. All vent caps shall be vandal proof. Verify approved flashing material and methods with roofing contractor to ensure a complete job. See details on arch. sheets. 9. CLEANOUTS A. See drawings for specifications. E. CLEANING AND PROTECTION (1) The Contractor shall remove from the job site all debris and leftover materials for which he is responsible, clean all fixtures and equipment and repair any blemishes in the finish. The Contractor shall be held responsible for replacing fixtures where damage results from failure to provide protection during installation. (2) Flush Out Pipes: After the plumbing piping has been installed, inspected and approved, the piping system shall be flushed to remove any foreign matter from the pipes with chlorine or HTH solution to sanitize the new piping or as required by the local authorities. F. MAINTENANCE (1) All parts of the plumbing fixtures and associated equipment shall be maintained by the Contractor throughout the guarantee period. One month after final acceptance of the building by the Owner, the Contractor shall go over all the fixtures and test all working parts and put everything in good working order. All fixtures, including traps, shall be thoroughly cleaned and all parts put in good working order. SERVICE PIPING SIZE BY LOCAL UTILITY 11/4" 180 CFH BRACKET MANIFOLD TO WALL, 18" ON CENTERS GAS MANIFOLD. SEE PLAN OR RISER FOR SIZE GAS SHUTOFF VALVE FOR EACH PIECE OF EQUIPMENT BY CONTRACTOR EQUIPMENT CONNECTION. VERIFY SIZE WITH EQUIPMENT SUPPLIER 90' ELBOW O 01 ITEM 8 `, WWc QTY. ra TEMPERED WATER CONTRACTOR SHALL PROVIDE AND INSTALL Cr Ln DORMONT, HOSEMASTER (OR EQUAL) QUICK +y C) a cr DISCONNECTS AND HORIZONTAL LOOP VERIFY a SMARTSWIVELS, FLEXIBLE GAS CONNECTOR 360 RTU -3 AND A RESTRAINING DEVICE FOR EACH VERIFY 180 PIECE OF EQUIPMENT. 180 RTU -4,-5 WALL FACE BEHIND EQUIPMENT TYPICAL KITCHEN EQUIPMENT GAS CONNECTION NO SCALE ONNECTED GAS LOAD SCHEDULE MARK ITEM CONN. INPUT CFH QTY. SUBTOTAL TEMPERED WATER BYPASS PIPING SIZE EACH GAS SOLENOID VALVE AND BY-PASS---,,_ CFH RTU -1,-2 ROOFTOP UNIT VERIFY 180 2 360 RTU -3 ROOFTOP UNIT VERIFY 180 1 180 RTU -4,-5 WATER HEATER VERIFY 180 2 360 MUA-1 MAKE -UP -AIR UNIT VERIFY 400 1 400 GWH WATER HEATER 1 3/4" 1 199 1 4 796 HEATING/WATER HEATING GAS LOAD CFH: 2096 P115 GRILL VERIFY 150 1 150 4116 CONV. OVEN VERIFY 160 1 160 P118 CHARBROILER VERIFY 150 1 150 P4119 RANGE W/OVEN BASE VERIFY 245 1 245 412 CHEESE MELTER VERIFY 35 1 35 P128 CHEESE MELTER VERIFY 1 20 1 20 TOTAL COOKING GAS LOAD CFH: 760 TOTAL CONNECTED GAS LOAD CFH: 2856 GAS PIPING RTES: 1 GAS PIPING SIZED FOR THE TOTAL CONNECTED LOAD, f125' FROM REGULATOR TO FARTHEST CONNECTION, 7" WATER COLUMN, 0.6 SPECIFIC GRAVITY, 0.5" PRESSURE DROP. 2 GAS PIPING SHALL BE BLACK STEEL OR AS PERMITTED BY CODE. 3 GAS PIPING CONNECTIONS SHALL BE THREADED UNLESS OTHERWISE REQUIRED BY CODE. 4 EXTERIOR GAS PIPING SHALL RECEIVE ONE COAT EACH OF A RUST AND WEATHER RESISTANT PRIMER AND TOP COAT. COORDINATE WITH ARCHITECT FOR COLOR. 5 ALL GAS BURNING EQUIPMENT SHALL BE INSTALLED PER NEPA #58, NFPA #54 (L.P.G.) OR NFPA #96 (COMMERCIAL COOKING EQUIPMENT). COORDINATE GAS METER SET WITH LOCAL UTILITY Pipiw.. nIA(II AU 1::111.110 1! a 11/4" 180 CFH RTU -1 180 CFH re 0 160 CFH T 4120 35 CFH P4119 245 CFH 11/4" 180 CFH 11/4" 180 CFH RTU -4 �. 180 CFH WH -1 199 CFH WH -1 A 199 CFH _1 / j 199 CFH WH -1 J, 199 CFH 2" MANIFOLD T: SEE PLANS FOR SIZE AND REQUIREMENTS GAS PIPING DROP AND SHUTOFF VALVE SIZE PER EQUIPMENT OPENING SERVEDFULL SIZE DIRT LEG (6" MIN.) fit) ",,-FULL WITH THREADED CAP. INSTALL WITH AMPLE CLEARANCE TO REMOVE CAP. D"AT LEG DETAIL NO SCALE SEE PLAN OR RISER TOLET FIXTURES FOR SIZE DESIGNATION & SPECIFICATION HOT WATER COLD WATER TEMPERED WATER BYPASS PIPING WC -1 �IF REQUIRED GAS SOLENOID VALVE AND BY-PASS---,,_ 1/2" INTERCONNECT W/HOOD EXHAUST FANS 4" FURNISHED BY HOOD SUPPLIER, 1.6 GPF, TANK TYPE, VITREOUS CHINA, ELONGATED, UNIVERSAL HEIGHT BOWL, INSTALLED BY PLUMBING CONTRACTOR. PRESSURE ASSIST, 1.4 GPF WATER SAVER. TO EQUIPMENT OR MANIFOLD FURNISH AND INSTALL A 1/4 TURN MANUAL SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OR AS WATER CLOSET: KOHLER "HIGHLINE PRESSURE ASSIST K-3493 FLOOR MOUNTED, - REQUIRED BY CODE. - 4" AUTOMATIC GAS SHUTOFF VALVE DETAIL NO SCALE RTU -1 180 CFH RTU -1 �11 180 CFH 11/4" 180 CFH SEE AUTOMATIC GAS SHUTOFF SCHEMATIC, THIS SHEET 2" 760 CFH PLUMBING FV U E SCHEM-E T. ALL FIXTURES MAY NOT BE USED IN THESE DRAWINGS. TOLET FIXTURES MARK DESIGNATION & SPECIFICATION HOT WATER COLD WATER TEMPERED WATER TRAP WASTE WC -1 WATER CLOSET. KOHLER "HIGHLINE PRESSURE ASSIST* K-3493 FLOOR MOUNTED, - 1/2" - 4" 1.6 GPF, TANK TYPE, VITREOUS CHINA, ELONGATED, UNIVERSAL HEIGHT BOWL, PRESSURE ASSIST, 1.4 GPF WATER SAVER. SEAT- OLSONITE #10 HEAVY DUTY, OPEN FRONT, LESS COVER WC -1A WATER CLOSET: KOHLER "HIGHLINE PRESSURE ASSIST K-3493 FLOOR MOUNTED, - 1/2' - 4" 1.6 GPF, TANK TYPE, VITREOUS CHINA, ELONGATED, UNIVERSAL HEIGHT BOWL, 1.4 GPF WATER SAVER. PROVIDE MODEL WITH HANDLE TOWARDS OPEN AREA OF STALL. (VERIFY) SEAT: OLSONITE #10 HEAVY DUTY, OPEN FRONT, LESS COVER UR -HC URINAL: AMERICAN STANDARD "WASHBROOK" 6501.010 WALL HUNG, 1.0 GPF, - 3/4" - 2" FLUSH VALVE, VITREOUS CHINA, SIPHON JET W/ INTEGRAL TRAP & CP NUTS. TRIM: FLUSH VALVE, SLOAN ROYAL 186-1, W/ BIO-GARD HANDLE. CARRIER: ZURN CARRIER Z-1222 W/ BOTTOM BEARING PLATE. HANDICAP HEIGHT: 17" AFF TO FRONT RIM. LAV -1 LAVATORY, AMERICAN STANDARD, STUDIO CARRE MODEL 0426.000, UNDER MOUNT TYPE, - 1/2" 1/2" 11/4" VITREOUS CHINA, 131/2" SQUARE, COORDINATE COLOR W/OWNER. ADA COMPLIANT INSTALLATION. TRIM: NEWPORT BRASS #9203, SINGLE HANDLE FAUCET WITH POP-UP LEVER, INSTALL IN COUNTER PROVIDED BY G.C. CHROME PLATED OFFSET TAILPIECE AND TRAP WITH INTEGRAL. CLEANOUT. COORDINATE FAUCET FINISH W/OWNER, WATERSENSE CERTIFIED FIXTURE ADA COMPLIANT W/TRUEBRO 103E -Z INSULATION KIT. LAV -2 LAVATORY AMERICAN STANDARD "LUCERNE" 0355.012 WALL HUNG TYPE, 207/2"081/4" VITREOUS CHINA, FOR CONCEALED ARM SUPPORT, 0.5 GPM FLOW RESTRICTOR, AERATOR & CP SUPPLIES W STOPS, CP ESCUTCHEONS, CP GRID DRAIN, CP TRAP W/ INTEGRAL CLEANOUT. HANDICAP OFFSET TAILPIECE. TRIM: SINGLE LEVER FAUCET, AMERICAN STANDARD 2385.011, LESS POP-UP DRAIN & HOLE. CARRIER: ZURN Z-1231, MOUNT RIM 0 HANDICAP HEIGHT. HB HOSE BIBB - TOILETS• WOODFORD MODEL 24P-1/2, POLISHED CHROME FINISH, WITH - 1/2" - - TEE KEY AND VACUUM BREAKER. HAT RED WAP WATER CHEATERS R WALE R TE WATER WH -1 GAS WATER HEATER: INSTALL EXISTING RINNAI MODEL# RC98HR WTR. HTRS. VERTICAL 3/4" 3/4" - - 4 READ DIRECT VENT. 199 CFH MAXIMUM NATURAL GAS INPUT. PROVIDED MANIFOLD ALL UNITS. INSTALL WITH ALL REQUIRED STAGING CONTROLS. INSTALL EXPANSION TANK, RECIRCULATING PUMPS AND ALL RELATED VALVES AND BY OTHERS PIPING. PROVIDE CONTR. NAME AND PHONE NUMBER ON UNITS. INSTALL W/RINNAI VENT KITS. EXP EXPANSION TANK: AMTROL ST SERIES THERM-X-TROL ASME MODEL ST -5-C, 3/4" - - - - CONNECTION. MAX. WORKING PRESSURE 150 PSI. TOTAL VOLUME GALLON 2.1. HOT COLD TEMPERED TRAP/ SANTATM FIXTURES WATER WATER WATER WASTE JSB JANITORS SERVICE BASIN: FIELD FABRICATED BASIN 1/2" 1/2" - 3" TRIM: T&S FAUCET 8-0665-BSTR, HOSE B-0618-01, HOSE BRACKET 8-0654 & MOP HANGER B-0653. DRAIN: SIOUX CHIEF 842-36PNR-H, PVC BODY, 61/2" HINGED STRAINER, 842 -UM SED. SCREEN FD -G FLOOR DRAIN GENERAL PURPOSE: SIOUX CHIEF 842-3PNR-V, PVC BODY, ON -GRADE ADJUST. - - - 3",4" 61/2" DIA. NI-BRNZ TOP, VANDAL RESISTANT SCREWS, 842 -UM SEDINENT SCREEN. TRAP PRIMER CONNECTION AND TRAP PRIMER TP IF REQUIRED BY CODE. FD -CI FLOOR DRAIN -CAST IRON: SIOUX CHIEF 860 FAT MAX SERIES, ENAMEL COATED CI BODY, ON GRADE ADJUST., 10" DIA. NI-BRNZ TOP, VANDAL RESISTANT SCREWS, 860 -UM SEDIMENT SCREEN, TRAP PRIMER CONNECTION AND TRAP PRIMER TP IF REQUIRED BY CODE. FFD FIOIDR DRAIN W/FUNNEL SIOUX CHIEF 842-36PNQ, PVC BODY, 7" SQ GRATE, - - - 3",4" 4" FUNNEL 863 -FA FFD -CI FLOOR DRAIN FUNNEL SIOUX CHIEF 860 FAT MAX SERIES, ENAMEL COATED CI BODY, - - - 3",4" 91/4" NICKEL BRONZEGRATE, 4" FUNNEL 863 -FN FD -HD FLOOR DRAIN -HEAVY DUTY SIOUX CHIEF 843-4Pi, PVC BODY WITH CAST IRON STRAINER - - - 3",4" 842 -UM SEDIMENT SCREEN PROVIDE AND INSTALL WITH TRAP PRIMER CONNECTION AND TRAP PRIMER TP IF REQUIRED. FS -12 FLOOR SINK: SIOUX CHIEF SQUARE MAX 861-3PW2 & 861-4PW2, PVC BODY WITH 113/16 SQ. - - - 3",4" GRATE, OPEN HALF STRAINER, SEDIMENT SCREEN, FOR WATER TEMPS UP TO 180'F. FS -CI FL00R SINK: SIOUX CHIEF SQUARE MAX, 861 SERIES, PORCELAIN COATED CAST IRON BODY, - - - 2".3",4n 12" SQ, WITH HALF GRATE, FLANGE, STAINLESS STEEL SEDIMENT SCREEN HOT COLD TEMPERED TRAP NSMLLAMOUS WATER WATER WATER WAS PRV PRESSURE REDUCING VALVE: WATTS 25AUB-S-DU-Z3 STANDARD CAPACITY WATER PRESSURE _ 2" _ REDUCING VALVE W1 INTEGRAL STRAINER ASSE 1003. WALL HYDRANT: ZURN Z-1300-6-13 ENCASED, NON -FREEZE, ANTI -SIPHON, AUTOMATIC _ 3/4" - - FPWH DRAINING, W/ INTEGRAL BACKFLOW PREVENTER, LOOSE KEY. WALL HYDRANT: ZURN Z-1348-BFP, NON -FREEZE, DUAL HOT AND COLD FAUCET WITH 1/2" 1/2" - - FPWH-HC EXTERNAL AUTOMATIC BACKFLOW PREVENTER, WHEEL HANDLES. TP TRAP PRIMER: ZURN Z-1021 WATER SAVER TYPE, CP BRONZE, 1/2" PIPING & ESCUTCHEON - - - - PLATES. ROUTE PRIMER PIPING IN WALL TO FLOOR DRAIN. WCO WALL CLEANOUT: ZURN Z-1468 STAINLESS STEEL, W/ 1/4-20 SCREW TO CLEANOUT PLUG - - - BRANCH SIZE INSTALL 18 AFF. FCO FLOOR CLEANOUT: SIOUX CHIEF, 834-P3NR, FINISH LINE ADJUSTABLE ROUND TOP, - - - BRANCH SIZE PVC BODY GCO GRADE CLEANOUT: ZURN ZB-1400-HD EXTERIOR, ADJUSTABLE CLEANOUT, DUCO COATED, C1 - - - BRAE CH BODY, ABS TAPERED PLUG W/ GASKET. HEAVY DUTY TOP. HOT COLD TEMPERED TRAP/ (OSS WITAMNATION WATER WATER WATER WASTE RPZ REDUCED PRESSURE ZONE: WATTS SERIES 909 HEALTH HAZARD CROSS CONNECTION IN - - - - PLUMBING SYSTEM OR FOR CONTAINMENT 0 THE SERVICE LINE ENTRANCE. (ASSE 1013) (3/4"-2") DCV -At DOUBLE CHECK VALVE: WATTS SERIES SD -3 ASSE 1022 OR WATTS SERIES 9D ASSE 1012 - - - - HEALTH HAZARD, CONTINUOUS OR INTERMITTENT PRESSURE. APPROVED DUAL CHECK W/ ATMOSPHERIC VENT. (COFFEE MAKER, TEA BREWER, EXPRESSO MACHINE, ICE MACHINE) DCV -A2 DOUBLE CHFQ( VALVLL WATTS SERIES SD -3 ASSE 1022 HEALTH HAZARD, CONTINUOUS - - - OR INTERMITTENT PRESSURE. APPROVED DUAL CHECK W/ ATMOSPHERIC VENT. (CARBONATED BEVERAGE) (1/2"-11/4") AVB WATTS SERIES 28BA: HEALTH HAZARD, CONTINUOUS - - - - PRESSURE. COMMERCIAL DISHWASHER, JANITOR'S SINK) (1/4"-3") HCVB HOSE CONNECTION VACUUM BREAKER: WATTS SERIES 8: NOT SUBJECT TO CONTINUOUS - - - - PRESSURE. ASSE 1011 APPROVED. FIXTURE SCHEDULE NOTES: 1. APPROVED MANUFACTURERS OF FIXTURES ARE AMERICAN STANDARD, KOHLER & ELJER. 2, APPROVED MANUFACTURERS OF FAUCETS ARE AMERICAN STANDARD, DELTA, T&S & CHICAGO. 3. APPROVED MANUFACTURERS OF FLOOR DRAINS & CLEANOUTS ARE J.R. SMITH, JOSAM, WATTS, SIOUX CHIEF & ZURN. 4, APPROVED MANUFACTURER OF WATER HEATERS IS RINNAI. 5. ALL SUPPLIES SHALL BE PROVIDED W/ CHROME PLATED ANGLE STOPS & TUBING EQUAL TO EASTMAN, BRASS -CRAFT OR EQUAL. Seal 239 Southland Drive - Lexington, KY 40503 859-276-2006 - 859-276-2901 Facsimile aP.naG DP3 ARCHITECTS on NWHRECM LTD. 211 FAN 008d 90 Grit mMe, 8C 20K T.004"AM F.084.282.7WY W W W.0P8ar01dlta01s.00m Project :OUTBA4 • STEA K HOUS Outback Steakhouse Carmel, IN Store # 1513 Project Number 112, Drawn By TR Checked By VR Date 28 NOV 1 Revisions Gas PON Diagram, Fixture Schedule & Specifications P4.0 �� POWER PLAN REFER CE 1/4• - v-0• GENERAL NOTES A. SEE SHEET E3.0 FOR PANEL SCHEDULES. B. SEE SHEET FS -4 FOR DIMENSIONED ROUGH -INS & CONNECTION REQUIREMENTS. C. SEE E3.0 FOR GENERAL NOTES. D. SEE E4.0 FOR LEGEND. E. SEE SHEET E1.1 FOR CASH REGISTER & TELEPHONE LOCATIONS & CKTS. F. ALL ELECTRICAL 15A & 20A (125V) OUTLETS SHALL COMPLY W/2008 NEC 210.8 WHICH WILL REQUIRE RESTROOMS, ROOFS, MECH. ROOMS AND KITCHEN/BARS TO BE GFCI PROTECTED. PROVIDE EITHER INDIVIDUAL GFCI DEVICES OR GFCI CIRCUIT BREAKERS. IF OUTLETS ARE IN LOCATIONS NOT READILY ACCESSIBLE THEN THE CIRCUIT BREAKER SHALL BE GFCI & PROPERLY LABELED 0 PANEL. FOR GFCI CIRCUITS & CIRCUIT BREAKERS, PROVIDE SEPARATE & ISOLATED NEUTRAL FOR EACH CIRCUIT. (VERIFY WITH LOCAL AUTHORITY HAVING JURISDICTION ON NEC EDITION BEING ENFORCED). POWER PLAN SHEET NOTES O1 GFCI/WP DUPLEX OUTLET 0 24" A.F.F. 0 CONV. OUTLET 0 24" A.F.F. G.F.C.I. O3 PROVIDE SEAL -OFFS PER N.E.C. AT ALL COOLER/FREEZER PENETRATIONS. ® PROVIDE CONNECTIONS TO EVAP. COILS, ETC. AND INTERWIRE WITH CONDENSER ON ROOF. Q PROVIDE CONNECTIONS TO REMOTE CONDENSER PER FS -4. © TO ROOF MOUNTED CONDENSOR, SEE SHEET E4.0. O RECIRCULATING PUMP DISCONNECT. CONNECT PUMP & PROVIDE WIRING AS REQUIRED. O GFCI/WP DUPLEX RECEPTACLE, COORDINATE WITH ARCHITECT FOR MOUNTING HEIGHT, INSTALL SWITCH 0 HOSTESS STAND FOR CONTROL OF PATIO LTS. (VERIFY WITH OWNER) O9 MUSIC SYSTEM OUTLET 0 84" A.F.F. 10 PROVIDE IVORY COLORED WIREMOLD #V200506 PLUG MOLD WITH SINGLE RECEPTACLES (6 PER SECTION). (2) SECTIONS. LENGTH T.B.D. MOUNT ABOVE DESK 0 40" AFF. 11 CIRCUITS DOWN TO CHEF'S TABLE PANEL THRU OVERHEAD CHASE. MAKE CONNECTIONS TO TABLE PER FOOD SERV. DIRECTION. SEE SHEET FS -4 FOR ADDITIONAL INFORMATION. 1© SECURITY SYSTEM OUTLET, 0 84" A.F.F. 1© PROVIDE WORKING CLEARANCES 0 PANELS PER N.E.C. 14 BELL/TRANSFORMER FOR DELIVERIES AT FRONT DOOR 0 94" A.F.F., SEE OTL. ON THIS SHEET. 15 OFFICE HEATER, SEE ELECTRIC HEATER SCHEDULE THIS SHEET. 16 LIGHTING CONTROLS, SEE SHEET E2.0 FOR ADDITIONAL INFORMATION, VERIFY LOCATION w/OWNER. 0 BOOSTER HEATER, PROVIDE WIRING PER MFG. WIRING DIAGRAM. 18 HOOD LIGHTS & FAN SWITCHES W/PILOT LIGHTS, FURNISHED & INSTALLED BY E.C. & INTELLI HOOD CONTROLLER. 19 DUPLEX OUTLET FOR TV, SEE FS -4. 20 OUTLET FOR DOOR MONITOR SYSTEM CONTROL BOX. COORDINATE LOCATION OF ROUGH -IN w/OWNER PRIOR TO INSTALLATION. 21 DUPLEX FLOOR OUTLET W/STEEL CITY P -60 -DS BRONZE FLOOR PLATE, VERIFY LOCATION w/FS-1. 2© BELL/TRANSFORMER FOR DELIVERIES AT REAR DOOR 0 94" A.F.F., SEE DTL. ON THIS SHEET. ©3 PROVIDE CONNECTION TO LIGHTS, AS INDICATED. ® PROVIDE 1" CONDUIT STUBBED UP 2" A.F.F. BELOW HOSTESS, RUN UNDERSLAB & UP IN WALL TO J -BOX 0 24" A.F.F. ©5 LIGHTING CONNECTION J -BOX. © J -BOX FOR TV, SEE SHEET FS -1, FS -4 AND E1.1 FOR ADDITIONAL INFORMATION. 0 BELL PUSH BUTTON FOR BELL SYSTEM, 45" A.F.F. 28 OUTLET OR J -BOX FOR POS SYSTEM. REFER TO SHEET E1.1 AND FS -4 FOR ADDITIONAL INFORMATION. 29 PROVIDE CONNECTION TO WATER HEATER PER MANUFACTURER'S REQUIREMENTS. 30 MOUNT OUTLETS AT 36" AFF (WP, GFCI) U.O.N. 31 BACK BAR LED, WIRED THRU DIMMER PANEL "D". SEE BAR ELEVATION FOR ADDITIONAL INFORMATION. VERIFY LED TYPE W/ SUPPLIER. 0 ART FEATURE WITH LED STRIP LIGHTS, PROVIDE POWER THRU DIMMER PANEL "D", VERIFY CONNECTION REQUIREMENTS AND LOCATION WITH OWNER - LABEL SWITCH WITH LOCATION OF ITEM/S BEING CONTROLLED. 33 HOOD FAN WIRING PACKAGE, VERIFY LOCATION WITH OWNER. ® ELECTRICIAN TO FEED TABLE LIMIT SWITCH FROM DISH MACHINE CONTROL PANEL 35 OUTLET FOR OWNER'S LANDSCAPE LIGHTING (WP, GFI, 24" AFF.) 36 MECHANICAL ROOM HEATER, MOUNT AT 8'-0" WITH LINE THERMOSTAT AT 60" AFF (208V, 10/5KW). FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, SEE ELECTRIC HTR. SCHEDULE THIS SHEET. 3© FAN FORCED CEILING HEATER WITH REMOTE THERMOSTAT FOR VESTIBULE & CARRY -OUT. FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, SEE ELECTRIC HEATER SCHEDULE THIS SHEET J -BOX 0 6" ABOVE CEILING FOR LOUVER CABINETS & POWER WIRING (#12 MIN.) IN 1/2"C CONDUIT DOWN TO 120/12V TRANSFORMER FURNISHED WITH CABINET. WIRING FROM J -BOX TO TRANSFORMER INSTALLED AFTER MILLWORK IS INSTALLED. 39 TO POWER (120V) SOURCE & WALL SWITCH. 40 J -BOX 0 6" ABOVE CEILING FOR WINE CABINETS & POWER WIRING (#12 MIN.) IN 1/2"C CONDUIT DOWN TO 120/12V TRANSFORMER FURNISHED WITH CABINET. WIRING FROM J -BOX TO TRANSFORMER INSTALLED AFTER MILLWORK IS INSTALLED. 41 J -BOX 0 6" ABOVE CEILING FOR LIQUOR STEPS & POWER WIRING (#12 MIN.) IN 1/2"C CONDUIT DOWN TO 120/12V TRANSFORMER FURNISHED WITH CABINET. WIRING FROM J -BOX TO TRANSFORMER INSTALLED AFTER MILLWORK IS INSTALLED. ® WIRE FROM ONE SIDE TO OTHER WITHIN MILLWORK. ® CONDUIT & WIRING CONCEALED IN MILLWORK. 44 J -BOX 0 6" ABOVE CEILING FOR LED LIGHT (MOUNTED ABOVE T.V.) & POWER WIRING (#12 MIN.) IN 1/2"C CONDUIT DOWN TO 120/12V TRANSFORMER FURNISHED WITH CABINET. WIRING FROM J -BOX TO TRANSFORMER INSTALLED AFTER MILLWORK IS INSTALLED. 45 CABINETS ARE PRE -WIRED FRPOM MILLWORK SUPPLIER ELECTRIC HEATER SCHEDULE (FURNISHED AND INSTALLED BY E.C.) 1. MECHANICAL ROOM: (SEE THIS SHEET FOR LOCATION & QUANTITY) - Q -MARK hWUH-05-81 HEATER w/MOUNTING BRACKET, 208V/30, 5KW, MOUNT 0 8'-0", FURNISH w/LINE VOLTAGE T -STAT. 2. CARRY -OUT & VESTIBULE: (SEE THIS SHEET FOR LOCATION & QUANTITY) - Q -MARK #EFF -4008 FAN FORCED CEILING HEATER, 208V/14, 4000W, FURNISHED w/WALL MOUNTED T -STAT 0 54" A.F.F. SET T -STAT 0 60'. 3. OFFICE: (SEE THIS SHEET FOR LOCATION AND QUANITY ) - Q -MARK #AWH-4208-2 FAN FORCED WALL HEATER, 208V/10, 2000W, FURNISHED w/WALL MOUNTED T -STAT 0 54" AFF Seal i.kn �"f V T. 200 ScWhiand Drive - Lexington, KY 40503 859-2762008 - 859-278-2901 Facsimile DP3 ARCHITECTS DP8 AR=MCTB, LTD. 2 1 "a Broad Oonset efoww s, sC =W1 T. 8642=.=W F.OU.M.71W www.DPBenohlatct&wn Project :OUT��4K: Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions Power Plan E1.0 NOTE: THE OWNERS AUDIO SYSTEM VENDOR IS TO PROVIDE WIRING COMPONENTS, & CONNECTIONS FOR AUDIO EQUIPMENT & SPEAKERS (TYP). _ STUB -UP 3/4" C. TO CEILING SPACE (TYPICAL) VOLUME CONTROL 0 40" A.F.F. MSW VOLUME CORTROLS @4" SQ. x 2 1/6" 34 A.F.F. J -BOX WITH 2 -GANG PLASTER RING AUDIO SYSTEM DETAIL - @ DIMMER PANEL, xo SCALE • ----------------- C/R SYSTEMS PLAN 1/4' - I -W -_ : _-_, _ - ---- i Iii ;I ii iE !� j I ; i • i I I f I i I ii 'i , 3 3 C-8 RTU -4 /-,-\ ------ '(S—)=_ -- --- -- -- ----------- --- --- ------. - ----- --- -- - . ----- _ --- - - -- ---- - - --- ----- -... _.._..._. .. F { �;. - ------------- .t 1-- -- __ -- - tj ---------- _ '--' '------------'--.'..'. %- -------------------- s--------i 1 I4 ',r ! I , ; i -- - - r :; r r l--,•, n' I 1 , _- - - - �I ti i ` I i --------------- - I I iI 1 i � tr , , \, • 1 �, *`---- ---`��.�;J----------------------------------------------------------- - \1 \ - i :I I irl lil i .i #:1' j ii E81A l' art:' \��\� I �. '''� I _ i f 6 RTU -1 i'E #I;r:i� U �I , ' # j : t r iil --------------------------- j{ ........... "\--------- ---------it - --- p .w.,,,,,.,,,,,,,,, , ! „ it ----------------------- I I j, # I; -- - - - - ...._. __._. i___._________.. .,,,;„;._ ..... i :.i '��� II tip'•' --� � ---- --- - --- _ �- . --.�`-'- ;' ! ;I k i i I i .-------��'�------w-'-�--• 'lrrl+ + � �I i,,i '-- -- iii_---_--;-------� i, i P+ : 0 I ----------------- � � i i 'I i ' �''•' Ili I � •`� --- j�' i �:� Q .� �! , E84C t � 2 ��! 3 , E ElE 1� ;i , J '` r ri' / ! 1. `t E / B - ------------ .. ... _.. 1 Ai •�i -E ,! l I i ' J,Y Kms- r I - --- - ' -------------- r RTU— ____.______ _ '• i�c ,; ' 7 ----------------- ' t: i- ------------------- ------ 4_ I - -------- - -, , , ---..._.- _...----- - .. k ; ------------------ REFER�FNCE NOR H GENERAL NOTES A. SEE SHEET E3.0 FOR PANEL SCHEDULES. B. SEE MEET FS -4 FOR DIMENSIONED ROUGH -INS & CONNECTION REQUIREMENTS. C. SEE E3.0 FOR GENERAL NOTES. D. SEE E4.0 FOR LEGEND. E. IF LOCAL/ STATE CODES REQUIRE POS CABLING TO BE IN CONDUIT, THE E.C. SHALL BE RESPONSIBLE TO FURNISH VC. UNDER BASE BID. E1.1 PLAN SHEET NOTES QQ PROVIDE TELEPHONE TERMINAL BOARD 2'0'x3/4" PLYWOOD BACKBOARD PAINTED GRAY, MOUNT OUTLET 0 SIDE OF BOARD W/ GROUNDING TERMINAL & #4 CU BONDING JUMPER TO SERVICE GROUND. INSTALL PER UTILITY CO. REQUIREMENTS. NEW 2- CONDUITS REQUIRED BY UTILITY CO. TO SERVICE CONNECTION POINT. TO BE FIELD VERIFIED W/ CIVIL DRAWINGS. O2 CONTAINS (1) VOICE. Q CONTAINS (1) VOICE AND (2) DATA. ® SOUND SYSTEM J -BOXES, VERIFY QUANTITY & MOUNTING HEIGHT W/ OWNER'S REP. & SOUND SYSTEM INSTALLER. O5 SOUND SYSTEM J -BOX 0 72" w/2"C TO ABOVE CEILING. 6 SMOKE INDICATED. FURNISHED & INSTALLED DUCT DETECTOR FOR RTU AS N BY M.C., TO BE CONNECTED TO BUILDING FA SYSTEM, SEE SPECIAL NOTE. Q7 J -BOX FOR REMOTE TEMP. & HUMIDISTAT SENSOR (IF NOTED), PROVIDE 3/4"C TO RTU & TO T -STAT 0 OFFICE. MOUNT 0 HEIGHT INDICATED ON SHEET M1.0, COORDINATE W/ M.C. ® J—BOX w/3/4"C STUBBED INTO BLDG. FOR CABLE CONNECTION TO SURVEILLANCE CAMERA. VERIFY LOCATION w/OWNER. O9 DEDICATED ISOLATED OUTLETS, SINGLES & QUADS. AS SHOWN w/ISOLATED GROUND WIRE. 10 FOR T.V., INSTALL J—BOX WITH 1/2"C TO CABLE TV BOARD WITH COAX CABLE, PROVIDE COVER PLATES. VERIFY LOCATION AND MOUNTING HEIGHT WITH FS -4. 11 QCONTAINS (3) VOICE AND (1) DATA. 3 " 12 J—BOX STRAIGHT UP TO CEILING. Q 0 COUNTER W/ /4 CONDUIT RUNS AI FIELD COORDINATE EXACT LOCATIONS & REQUIREMENTS W/ OUTBACK'S P.O.S. SUPPLIER PRIOR TO ROUGH -IN. 13 J -BOXES (5) 0 54" A.F.F. FOR T -STAT W/ 3/4"C TO REMOTE SENSOR LOCATION AS INDICATED. COORDINATE W/ M.C. (STAGGER OR MOUNT IN (2) ROWS IF NEEDED). 14 CONTAINS (1) DATA. 15 TRIPLE PHONE JACK 0 45" A.F.F. @1 CONTAINS (1) DATA. 17 P.O.S. CONDUITS TO STUB -OUT ABOVE COUNTER. 18 P.O.S. 12 PORT PATCH PANEL HUB FOR COMM. WIRING. (LOCATED ABOVE COUNTER) AT OFFICE P.C. ORTHONICS 12 PORT CATEGORY 5 MINI PATCH HINGED T568-8 BB OR -8510445570. 19 TERMINATIONS AT ALL REGISTERS AND PATCH PANEL BY OUTBACK STEAKHOUSE. 20 CONDUIT TO BE RUN UNDERSLAB OR CONCEALED IN BAR DIE (AS IT APPLIES). 21 SIMILAR TO 0, EXCEPT MOUNTED ABOVE DOOR OF OFFICE FOR OWNER TELEPHONE EQUIPMENT. 2© OWNER'S VENDOR TO INSTALL FACE PLATE AND WIRING FROM J -BOX TO APPLICABLE TERMINATION LOCATION. 2© J -BOX AT HEIGHT INDICATED WITH Y" CONDUIT TO 12" ABOVE CEILING. FURNISHED AND INSTALLED BY ELECAICAL CONTRACTOR. IF HEIGHT IS NOT SHOWN, MOUNT AT SAME HEIGHT AS OUTLET. 4 CONTAINS 6 VOICE AND 2 DATA. ©5 J -BOX IN FLOOR w/1" CONDUIT UNDER SLAB THRU STACK WALL AND EXTEND CONDUIT TO 12" ABOVE CEILING. 26 SIMILAR TO 20 TO NEAREST ACCESSIBLE WALL. 2� OUTLET AT 6'-8" AFF TO DIRECT TV EQUIPMENT. 28 J -BOX AT 6'-8" AFF W/ 2" CONDUIT TO ABOVE CEILING FOR DIRECT TV EQUIPMENT. POS VENDOR FOR INFORMATION CONCERNING THE OWNER'S P.O.S. SYSTEM, CONTACT THE FOLLOWING FOR QUESTIONS AND DIRECTIONS: PATRICK CHOUINARD ACCOUNT MANAGER BLACK BOX NETWORK SERVICES, FLORIDA 3247 TECH DRIVE NORTH SAINT PETERSBURG, FL, 33716 TELEPHONE: 727-571-4144 EXT: 231 FAX: 727-573-5789 EMAIL: patrick.chouinard0bboxfl.com OWNERS POS CORPORATE REPRESENTATIVE OUTBACK STEAKHOUSE INC. IT DEPT. — POS GROUP TEAM LEADER 2202 NORTH WEST SHORE BLVD. TAMPA, FL 33607 (813)282-1225 FAX: (813)289-2584 SECURITY COMPANY CONTACT ROB CAMPBELL ADT SECURITY SERVICES TELELPHONE: 813-806-7010 email: rcampbe110adt.com Seal tin's, iA 3otrritand Drive - Lexington, KY 40503 859-276-2006 - 859.276-2901 Facsimile DP3 ARCHITECTS W3 ARCMMM L -M. Z11 g" Doo goat Omww . SC 20M T.884.M.A000 F. 864.=.7W7 www.DP3wddbub.00m Project :0U.TP U►4K: Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions C/R Systems Plan E1.1 "PCA" MASTER CONTROLLER W/ HERCULES PROGRAMMABLE TIMER NO SCALE COVER DIMENSION: GENERAL NOTES: 33"W x 50"H 1. INFORMATION SHOWN ON THIS DETAIL IS DIAGRAMMATIC ONLY. VERIFY EXACT PART NUMBER OF EACH COMPONENT AND ALL NECESSARY MATERIALS AS REQUIRED AN OPERABLE DIMMING SYSTEM WITH MANUFACTURER PRIOR TO BID. 2. 120/208 VAC, 3-PHASE, 4 -WIRES, MAIN LUGS ONLY. 3. RUN SEPARATE NEUTRAL PER CIRCUIT TO THE DIMMER CABINET. 4. DIMMER PANEL V SHALL BE PURCHASED BY "OUTBACK STEAKHOUSE, INC.". THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MARLIN CONTROLS, INC. FOR THE CORRECT AMOUNT OF CIRCUIT BREAKERS. PROVIDE PANEL V SCHEDULE TO AND NOTIFY MARLIN CONTROLS, INC. AT LEAST THREE (3) WEEKS PRIOR TO ROUGH -IN FOR ORDER. GENERAL CONTRACTOR SHALL COORDINATE WITH MARLIN CONTROLS INC. FOR DELIVERY OF DIMMER CONTROL SYSTEM. ALL CONNECTIONS TO AND MOUNTING OF DIMMING PANELS SHALL BE BY THE ELECTRICAL CONTRACTOR. NOTE: EACH PANEL SHALL CONTAIN 24 DIMMER MODULES EACH WITH A 20 AMP CIRCUIT BREAKER PER DIMMER, ONE 10 AMP CONTROL CIRCUIT BREAKro oro DAAICI AAM 7uorr AI111TTTllAIAI (CONSTANT -HOT) 20 AMP CIRCUIT BRI CONTROLS AT 1-800-788-5750. SEE NOTES: LIGHTING CONTACTOR CONTROL DIAGRAMS A. LOADS TO BE AUTOMATICALLY CONTROLLED INCLUDE ALL EXTERIOR BUILDING SIGNS. B. TIME CLOCKS TO BE HONEYWELL S70050006, 120 v, 7 DAY PROGRAMMABLE, SPDT, 10 AMP AT 120 v RATED. C. LIGHTING CONTACTORS TO BE ELECTRICALLY - HELD TYPE, 120V COIL CONTROL, WITH NEMA 1 ENCLOSURE, SILVER ALLOY DOUBLE BREAK 250 VOLT RATED CONTACTS, HEAVY-DUTY AND U.L LISTED. D. SIGN CIRCUITS ARE 30A. PROVIDE CONTACTOR RATING TO EQUAL OR EXCEED THIS. PHOTOCELL ON ROOF ;;7 FACING NORTH. I—p-C] U U U tt �A iii i TO TIME TIME ??? %� CLOCK #1 CLOCKF____J Y CONTACTOR: 120 V. COIL OR EQUAL ON PER PHOTO CELL & OFF PER OWNER. (BUILDING SIGNAGE) LIGHTIN NO SCALE a N fA N Vl � 8 CONTACTOR: 120 V. COIL OR EQUAL ON & OFF PER OWNER M N NS N N Y Y Y Y Y BUILDING LTS & EXTERIOR ACCENT LTS CONTROL DIAGRAMS TO TIME CLOCK #3 CONTACTOR: 120 V. COIL OR EQUAL ON & OFF PER OWNER SITE LOT LIGHTS W aW U V V V V V � tJJ 2 -POLE SWITCH(S) K1-10,12 H I I H� 1 1 K1-4 N KITCHEN LIGHTING RESTROOM LIGHTING N ;F—,C K2-14 RELAY EQUAL TO SQ. V #C06 W/ 120 VOLT COILN IN NEMA 1 ENCLOSURE TOILET EXHAUST FAN RESTROOM l NG & TOILET LIGHTING PLAN Kt -37 (TIE) REN RTHCE V4* - r -o• L*HTING PLAN NOTES: O d O CONNECT TO UNSWITCHED CONDUCTORS. 000 oan noo CEILING MOUNTED, TYPE "EM20" EMERGENCY LIGHT, CONNECT TO CKT. D-16. PANEL "D" RESTROOM LIGHT WALL SWITCH LOCATION. SEE RESTROOM • ® • THIS SHEET. O ROUTE THROUGH LIGHTING CONTACTOR & TIME CLOCK. SEE #10'S "PCA" MASTER CONTROLLER W/ HERCULES PROGRAMMABLE TIMER NO SCALE COVER DIMENSION: GENERAL NOTES: 33"W x 50"H 1. INFORMATION SHOWN ON THIS DETAIL IS DIAGRAMMATIC ONLY. VERIFY EXACT PART NUMBER OF EACH COMPONENT AND ALL NECESSARY MATERIALS AS REQUIRED AN OPERABLE DIMMING SYSTEM WITH MANUFACTURER PRIOR TO BID. 2. 120/208 VAC, 3-PHASE, 4 -WIRES, MAIN LUGS ONLY. 3. RUN SEPARATE NEUTRAL PER CIRCUIT TO THE DIMMER CABINET. 4. DIMMER PANEL V SHALL BE PURCHASED BY "OUTBACK STEAKHOUSE, INC.". THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MARLIN CONTROLS, INC. FOR THE CORRECT AMOUNT OF CIRCUIT BREAKERS. PROVIDE PANEL V SCHEDULE TO AND NOTIFY MARLIN CONTROLS, INC. AT LEAST THREE (3) WEEKS PRIOR TO ROUGH -IN FOR ORDER. GENERAL CONTRACTOR SHALL COORDINATE WITH MARLIN CONTROLS INC. FOR DELIVERY OF DIMMER CONTROL SYSTEM. ALL CONNECTIONS TO AND MOUNTING OF DIMMING PANELS SHALL BE BY THE ELECTRICAL CONTRACTOR. NOTE: EACH PANEL SHALL CONTAIN 24 DIMMER MODULES EACH WITH A 20 AMP CIRCUIT BREAKER PER DIMMER, ONE 10 AMP CONTROL CIRCUIT BREAKro oro DAAICI AAM 7uorr AI111TTTllAIAI (CONSTANT -HOT) 20 AMP CIRCUIT BRI CONTROLS AT 1-800-788-5750. SEE NOTES: LIGHTING CONTACTOR CONTROL DIAGRAMS A. LOADS TO BE AUTOMATICALLY CONTROLLED INCLUDE ALL EXTERIOR BUILDING SIGNS. B. TIME CLOCKS TO BE HONEYWELL S70050006, 120 v, 7 DAY PROGRAMMABLE, SPDT, 10 AMP AT 120 v RATED. C. LIGHTING CONTACTORS TO BE ELECTRICALLY - HELD TYPE, 120V COIL CONTROL, WITH NEMA 1 ENCLOSURE, SILVER ALLOY DOUBLE BREAK 250 VOLT RATED CONTACTS, HEAVY-DUTY AND U.L LISTED. D. SIGN CIRCUITS ARE 30A. PROVIDE CONTACTOR RATING TO EQUAL OR EXCEED THIS. PHOTOCELL ON ROOF ;;7 FACING NORTH. I—p-C] U U U tt �A iii i TO TIME TIME ??? %� CLOCK #1 CLOCKF____J Y CONTACTOR: 120 V. COIL OR EQUAL ON PER PHOTO CELL & OFF PER OWNER. (BUILDING SIGNAGE) LIGHTIN NO SCALE a N fA N Vl � 8 CONTACTOR: 120 V. COIL OR EQUAL ON & OFF PER OWNER M N NS N N Y Y Y Y Y BUILDING LTS & EXTERIOR ACCENT LTS CONTROL DIAGRAMS TO TIME CLOCK #3 CONTACTOR: 120 V. COIL OR EQUAL ON & OFF PER OWNER SITE LOT LIGHTS W aW U V V V V V � tJJ 2 -POLE SWITCH(S) K1-10,12 H I I H� 1 1 K1-4 N KITCHEN LIGHTING RESTROOM LIGHTING N ;F—,C K2-14 RELAY EQUAL TO SQ. V #C06 W/ 120 VOLT COILN IN NEMA 1 ENCLOSURE TOILET EXHAUST FAN RESTROOM l NG & TOILET LIGHTING PLAN Kt -37 (TIE) REN RTHCE V4* - r -o• L*HTING PLAN NOTES: O SECURITY/NIGHT LIGHT. (2 LAMPS ON & 1 SWITCHED) O CONNECT TO UNSWITCHED CONDUCTORS. O3 CEILING MOUNTED, TYPE "EM20" EMERGENCY LIGHT, CONNECT TO CKT. D-16. ® RESTROOM LIGHT WALL SWITCH LOCATION. SEE RESTROOM 1 LIGHTING & TOILET EXHAUST FAN CONTROL DIAGRAM, � THIS SHEET. O ROUTE THROUGH LIGHTING CONTACTOR & TIME CLOCK. SEE #10'S LIGHTING CONTROL DIAGRAMS, THIS SHEET. © DIMMER CONTROL STATION & PANEL V. SEE GENERAL (2) LOT LIGHTS NOTE 35 ON SHEET E3.0. O7 CONNECT TO CEILING EXHAUST FAN. SEE DRAWING M1.0. ® SEE EXTERIOR ELEVATIONS FOR MOUNTING HEIGHT OF EXTERIOR WALL LIGHTS. O SWITCHES FOR PATIO FANS & LIGHTS. LIGHTS AND FANS TO BE ON SEPARATE SWITCH - VERIFY LOCATION W/ OWNER. 10 KITCHEN WALL SWITCH LOCATION. PROVIDE DOUBLE SWITCHING AS SHOWN. SEE RESTROOM LIGHTING & TOILET EXHAUST FAN CONTROL DIAGRAM THIS SHEET. COORDINATE SWITCHES WITH PANEL "C". 11 SEE WIRING DETAIL ON SHEET E5.0. 12 TO RESTROOM LIGHT SWITCH IN KITCHEN. 13 PROVIDE BI -LEVEL SWITCHING. 14 FLUORESCENT LIGHT WITH BATTERY PACK, CONNECT BATTERY PACK TO UNSWITCHED CONDUCTORS. 15 TO PATIO FAN/LIGHT SWITCH LOCATION, SWITCH FAN & LIGHTS SEPARATELY. OS PASSIVE INFRARED OCCUPANCY SENSOR, EQUAL TO SENSOR SWITCH #WSD, WALL SWITCH SENSOR MOUNTED 0 54" A.F.F. GENERAL NOTES: A. SEE AROHITECTURAL CEILING PLAN FOR EXACT FIXTURE LOCATIONS. B. SEE SHEET E5.0 FOR LIGHT FIXTURE SCHEDULE. C. SEE SHEET E3.0 FOR GENERAL NOTES. D. SEE SHEET E4.0 FOR BUILDING SIGNAGE CIRCUITS & ADDITIONAL EXTERIOR LIGHTING. C--51,5; P i (2) LOT LIGHTS C-34,36 C`-38,40 C--28 I P I / 1 � � I J, #8'S (TYP.) J— O'S (TYP.) #10'S (2) LOT LIGHTS (2) LOT (2) LOT LIGHTS LIGHTS POLE SIGN (T.B.D.) Seal din 's, ?? Z Solftland Drive - Lepngbon, KY 40603 859.276-2006 - 859-276-2901 Facsimile DP3 ARCHITECTS DP3 ARCIOTECTS, LTD. 211 Eed BFDPd S&M ©n«n13Mr 8C 20601 T. 664.31.92.6200 F. 864.282.7667 W W W.DP3erahMeate n n Project • UTKH 1K- • STEAUSE • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions Lighting Plan E2.0 PANEL LOAD ANALYSIS O'Kl)s 1 ITEM LOAD (KW) DIVERSITY RE "ESSED . I KITCHEfl AREA Z4 � 125% 'AV&J S KITCH/BAR 18.3 65% AMPS,, r CKI� NO . CK7 ORK-A I TRIP LGAD:DE SC RIPTIC N I I I 'AND LOCAI-ION, . - LO ...... V0A.1'F H -A-411 � "'0 'v' I ffl3s � � LOAD 0iA�P HASE �', LGAD:DE5�C-RP MMN � . AND L&C.A'710N I CKr SRKA I 11 7 _ILE ., R . JP1 i'p ( C K7 40 I AO I ,r� 01 I Be - .1 , I Za4,. 2 IP.IE44,4-,-ZZ�',I-A-,--,F�E:�i�'-,.- � . 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I "*'*' I 31 20.A, .IP " LE 1E.:1 _: �:R-EE��-'_R LG�HTS 5001 ::::::_:� .", '*'-. . . - - .'-i . .. . � . � . �..� i: I .� i: M i: . �.� . �.� . �.� . �.� . �.� . �.� . � i::..,.,�..-..--...'.,..,.,.,..., 1,144) ......... .. :'.... - ". .._X.:.. -..,�. . ........ . - - -, .... ].i " * ***'** 11111 ... �:�*--.*"..*.*.'.*.'..'.-'.-'..-'....'..,..", Z' t '� - . :.i::"...*.".--*-.'.'-'..*�*..".Ii.'-.".'.'.-"":.: �.:::: 111:' I ... .. N "' : :I-. :.:: . - .. �:. .--.-- ... ."..", ". ... .,.....1..._. - � " , '. :-,-:....-'..-...'_-.1. . .... : .. .... _ - '.--...-:-.1e:: ... : .. ... .. - -, ' .. -'-:-'..'� ,:,I..-, ....: *-,.. *-, X.; �:::.'. .. ... r:::: '. . 33 -zc"A' 1p. Sp ARv- : , Tmo -::*.`.-.--_..--.: I :::*:;:',::"::'. ..**..,::: ..... . . .. SP�ACE -VA, P I , �34 - _if,, 20A. 1P. Sp AIR, E � ..:....:::.. I, .... - ."..*.-*.-*.",..,.i,.,..,..,..,.::::.."..,*,.:,.".:::::,....." I:.,:-.; -*,'.'i'-'.'-*.'-.' . - , * , :'..... :.'._'.".":-... - -:%..,.::.,..:. � ,'.. ' " ... 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I . 38 111-1--, 11111111:::: ........ I I .". ......... :i-.-* ...... .* ..i _..:: ::.*--1 ""i r "I" . .1E ... ... IP ;"""',""'.. 3 9 -2111A. I 44 - &4LADDNf_ 9 i.�'-....'-..-*..-..*..-..*.."%.*.*�-.'...-**..,*...,.".*.",.:,.*..",..,",.::,..,:...,.�".�*.�*,..,I imz ..,."�'.'..,"*",:.:",*,.,...,,;,...... � I .... . . i .... .";.".,. 40 - 42 I P. I'SPA :;��li�������;���...�"...."i���ii��iii���-'*.����l�l����I "I'll � I . 0. E�. : I 41 2G - I . ....... . I ....'.'...' : :%:11%..':-'.--'..'...... ,'..'.%:.'..,'...:' 1::.-_`. I " ... : ` : '::................... - . : ..,.'.-.'.*'...--.--.-,-.",��::-..,.: _ I I 65K 'E 1EM; NOTIES, 6,404 .�60 1 6.425 5, 120 6,100 I Ll,r p 1, GFCJ CIRCU ff BREAK R. . .E I -2. R-00TE THRU LGHTf4ck Cot�TA'cmaR & TmiE CLUCK SEE DTL� ON SHT. E2."". . GFCJ = GR OU �4D FAJ LT -11 RCU! T INTE RRU -PT C IR CU, F fkR EAKIE R. - 8 I 6 27 4 I I I LOAD CALCULATION I . 0 0 AMPS g, 1120JU083 AMPS x 1.25 I I DEMMM LOAU AMPS - I :93,8 I 1 7.3 - OiAA FMSEA a660 � I PHASE a I 12029 FHA ISE C 12094 . I TOTAL,, 33783 N4 N4 PANEL LOAD ANALYSIS O'Kl)s 1 ITEM LOAD (KW) DIVERSITY DEMAND (KW) LIGHTS 7.0 125% 8,8 KITCH/BAR 18.3 65% 12.0 ,MISC./SPARES 8.5 10 0 i FMAINDER 050% I 8.5 - FANS/ HTRS 0.0 100% 0-0 [TOTAL L 33.8 _ i ! 29.3 NOTE: FOR CONDUCTOR & CONDUIT NOT NOTED ON PLANS, SEE TABLE BELOW. I - PANEL D LOAD ANALYSIS ITEM LOAD (KW) DEMAND PANELBOARD SCHEDULE 14.4 125% 18.0 rA NEE E)Esoo T C"'T r, .� V�XTA'11141_c � � . I 26 �2 0 a 30 4 VVI R E I i�_Us WT M�_ I . 250A A!C',W'TWx' T�W-6-.mm I ___ Sf RIES R.A7'_:X-'6-5'0:GA_ I OUTBACK - IN �"-05'5'r�' FANS/HTRS ,_ "': RE , "S t ,:ED PANE, '_f',,0ATnR KITCHENAREA . Mkh-Li §Elz. _r 251f' AMPS FIVIN SWIEWWL � __ I 100% - 3.6 AMPS i C 07 C K7 D R K R , TR F 9'POU UA_P,-_1 �, E S CR IP 710: N � I I A40 LOCAT!IDN LOALI � 0.hkz'P RASE � _ - 141, 0, I I C cs' a LOAD 6WPHASIE �'i - I LCAAD - tSCqJP'Tk&N AND LOCAT3 OT-?,' . CXT ORKA I � TRIP �'P OLE CKT N 0 _ - A:0 I '80 I c 0, I 2fjA... IP, AR T AC CE NT S, &ART, I 14ING , � -1 -.... ... ..........�."...".." %: ::1.-:-X.-:%;X " " .I....'....I.: ... 1-.........N...: ': .:::: ...... .. ...:_......"::::::` 1,2iaf - . .� .'1-'.-:'�-..'.'.: ....... ", ..'..'........:.�....,.:::..'....*:::: ... . _... U. -l-'..". ............... . .. -------. .... -:: :*,::,.:: &A : --...-,,.: --- .... W., ...,,.::�.1-:'.- .' ..,.,. --:,: -...-X..1:-:-11'.::... . ...'. I �.;:.',:",..�.-:.; ... - � .1- - ---.-.:::::: ;" : .... 1.1:::",:::.:,:,.,..,..:.,::,.,; &11U ' � ... ': ... , ;:: ...:, ::_ ..,.,:,.:. . - ...". . '::..".:---:: -.':! .... li, * `.' �N4-.'.: I - . .1 ::,:,:: `.::�::::':�:: ;.:.-:':-.:'.'.. :::: - I ... I �;SIINING W NDOW` ACCENTS 29A. . I - 2 - .% '.��.'.'_.'..".'.:'.'.:.. 7MM.-1.1_.'.1_.'. - � [.....� . .......... ::.. ... .:. ._.: ... I .. .... - : ,..::... ... � :... ...........: 3 �z7o'&'. 1P. ol:m:'m", a. BAR P F.N'-' NT s :,.,::..,.*:.*,i*'.-.,::;:;,......,-�:�:i:� I . . . . . . . ...:-.-'-.. ."...'....... I � ... . I : P CONING, TRACK C SCRE E N WALL 2n _ .1 - 4 6 'Lli)A'. 1P. '. AJSLE LGHTS - D N N G .' -X , ". .. ... :�;���i!�i�ii!i�i�i�iii;�!i;��i��i� -.7."..*.����:��.���,.������i���i;-..,�,�. I aso ,.:." ..". ..,.: :::*:::,:;:,:::,::::::!::".:..*,.,:,- .. - ,,-&:::',,'_�,', ... _:x.,.,_,' � ...... ..... _ .....,.......,.�......."..,.....' ... .� ..-,.,.�*",.".�.*.,..,.*"*,.."."-..'.*.*.,..*.*.".*'.",�. ... ....,..................,......�..... ..... � ............ ................. '.......�............................ ................... -1,-2-M..'.,.......-.�....�...�'....�........ ......................,......... ..... � ........ %'. . ............... . __ . ........... I ...... . ... .... w .......... ...... , -.:5::� -..--...-,--.------.,..,.,.,...... i...'... -i......... ,-.-"..-.'--.......-.�% .. "" �. , :.. 1. ,""'.""", "-1.'."-'-"-�:.':-'.'-.' tero, " X.. - _q%� 77M ..... ,,..,..�i:...,�:..,:,.,.,i,.,.*"::"..*-_. ..... � ': , ,.":.,., j* ',.',:,.'.' . .'.�".'-."..'*..,:i�.,..,::..,.:.",�:,:;- � r-.-.-.-:_ BAR TOP LIGHTS � I 20A, lip 1 . 6 I A. �-..'-....-..---.*�---.-i-...-i�--.::. �:� , - ... � --::i ................. ": . .. . 'X., . ... .. . ����������������������iii��*.���!ij� - -.r , - . . 'A., -11: - - ...., - 2L 1P. SPAR 4acl - - - , - . .%,. 7 .'�'*.-*..:'-.-"" � -,'..' . ....... I ... -, ..' .. .". -1 " --� -, ..-,*.* ..' i��i L -IGHTS, &_,�RAR C,_.�_ 2 1:91 � ItCOR I - ' e ', G 20A. - a I :. .. .. C .-'� -::-:'.-X- %...'. I... .... �..-':1.*.':..------ ... .:.-.-.:.-.-i .%:."%.,. '' _: .. .': ..... ..i.'.' N' .- . .. , �����]�ii!��iii�iii�����ili�i�iii�ii . ..: ... .': 9 M A, IP. ASLE LGHTS _BAP,, 75P, � .. I ...."'.1.11.1... WO WiS 0 BAR �' INE LTS, 3A, 1P, 10: 11 � 2DA. 1 F. __. D4S%.h','.a,a �- I 'ai T-5 jg� TABL'ES �!!!���i��������������i����������i��� ... -"-'-'-..:::::::::::::::::::.::::.::;i��j��;���������������i������i��������� 1" --so '-1 ... *" ......... _-_.- ... I ........ . ........... -::�:-...-.-.-. -I','..,.",.:, - .. i�i�i�:�i;:���i�:�;�:���:��������]����������:::,:... - .-.-::::::`:_'*-:'-.. : .. L -W BARTABLE D0,WN UGHTS I -T4C K YvALL U_q "- - LE _T4A. 20A_ lip. - 1p, 12 14 3 ... i 111. - '.:, ...'.':..':'..:.:-'.'.'.-.-. ;% ...... :-i: -.*,',. "I"I" : .... I ..'."." . ... � ,.-.,........::::' 1" E I -".-':.1..*1" 13 21 0A, - 1P. EIAWDRUNG 04JAND ..... """"': . U! RS 1,^Zf�fX,I-*..--........-..�.....�...,.�...........*..",.'.,...'*'.�.'."..."'.....'...,'.'.".*,.....'i � I % ' ..,:'_: . % . .-�'.:.":.-'.'.':.', :X��`.'..'... .......-..'::: ... .... ......... 65%1 �`�'_.".'-.* I .I.K."'." ........ ...... ': �`."'.`.: :.. a 2Vf ...... � ..... .%% ........ .",::,.*. ..:::",. : .', ..� �:i�i��:�]s "�:i:::i:::; ... :.:.:,.. :.. '-':'."..... , ....... :�::i. .... ...... ... . .. ..._ . . _ .. ... 4 . �. 15 !, 17 12,'�A. -1 P � L2�'A.' 4p, I LD BE ),' Ullii TS , [BAC"K BAR LED, ... ... :.1.'-.'..-..:..1i::'1.: � . '::!� -:,:,:-'-::�!i� : ...-......., ..'.. %. - - ..... � .1 :::: ,:.:�ji;;�:�:'i: smi" _11W ... ,-.'_-:--'.--1 . �. :��i�!�����!�!���!�!���������ii�.���!.�.*.�,.�����.����� : I � "....-,.*'...'."..'..".*."�."-."".."-,..--*,*-'.*,.",: . . . . . '.1 I E',a1_ fcl E R. LTS. , I . ' I- ,uA, .I:P, I ia I 1�1001 I ART -,RACK Q LO BJUN 120A. I P � 18 fIff SE A PHASE a F$K SE C .. 11 TOTAL,, I - 6260 3900 525:0 14400. N OT E S -. . t t -ii on�,-�t h-1, ��i F D r; ip, C, �j rr 2 S a.,D 0 75W4FT, PER N�,f .C. :1 L -I D- F IXTUIJI RE S ,,',�,iE R� F,,,," ',A,`,� OW Yf E. R'� .1 'RAC K LCk : 4a�,-,,� 75�',N.,'F T = ,'3;,m,:W',,' 11 I - 2,80:0 1 2,8@0 2.. 6 III 01 . - 2A 5 0 I � 1, 00 2 f5� 5 0 - LOAD CALC U LATh')N I 120,0ft'30? AMPS � I AMPS x 1.25 - __ - -- 'OAD AMPS - 40,0 50.0 hit ItA. �::::.:: I 2., :..:: � . . NOTE: FOR CONDUCTOR & CONDUIT NOT NOTED ON PLANS, SEE TABLE BELOW. I - PANEL D LOAD ANALYSIS ITEM LOAD (KW) DEMAND FACTOR CALC. DEMAND (KW) - LIGHTS 14.4 125% 18.0 KITCHEN I Size 65% - MISC./SPARES 0.0 - 10.00 X 100% REMAINDER x 597. 0-0 FANS/HTRS - 100% - TRK LOAD 16 100% - 3.6 ITOTAL 18.0 - 2 21.6 60.OA CONDUIT & CONDUCTORS SCHEDULE (Based on 2002, 20M & 2008 NEC) Mark No. [:] OCP Device (Amp/P) Load in Amperes Conductors trolq p Qty I Size I T)Ve Oty I Size I Raceway Size (n minal inches) No. Phase, Neutral & Eq Grd I Nth IG . Sets. EMT I MC 'RIGID PVC EMT IMC PVC I . 1 20/1 - 1 - 16 2 4.1 ,FANS/HTRS. 1 9.4 100% 9.4 TOTAL 1 44.0 120r208 30 4 VMRE 33,3 92.5A SERIESZRATED&R, CIA, Y4 - 2 20/2 1 - 16 FAW LCOATM, MAJINIU)e'.� . MA N, Z_WXM - � 3 20/3 - 1 16 4 12 THHN 1 12 I One I ANAPSA C �'T CK, EIRKR y 4 y I 4 X h - 4 25/1 NO I TRF �P GLE AND LOCAJI&4 a ALI I Bw c 0 11 10 I One Y4 Y4 � No � 16.5 (:�) 8.5 TON Y4 N4 5 . 65K RTU -3 3#6, #1@G, 1 1/4"C 10 One Yk X X _A N4 Y4 X - 6 25/3 I (a) 1 0 TON . "Ill -11" . 3 �-.- �: .-.:.:.:.-:: 1: �:.-- .".'.:::-.--- - :.-. I �2 G.'.'.� "". .:::.: .::.-','-' ...... -, " �::::.:: I 2., :..:: � . . .: ...... _X..'_;:.:-:-.-.- '' - 16.5 (:K) 1 0 TON I - 7 30/1 SPARE ...... . .1 - "I ': ': - .. .-. . . . � I '. . ..... .... .. ';" .... ... : 5 .1 . . :1 X-1: . : ""5, : .:: ..' ... " ..".. .-,-.-, '.'..", 11 0-E'1lL:k--CHAR5,RQ1.LfR ,U I I 20A_ IP 6 ,I 300 3 I I 65K 'E ......; X. ......! '. . .1. " � - 8 30/2 21 - 24 3 10 THHN 1 10 One Y4 Y4 Y4 N4 N4 Y4 - 'Y4 - 9 8 -I I 9 � 2�.A. IP� - E 2 0:08 - C 01W. 0-LITLE _T . : . - .. ..... """, ..'..I... 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'.... .::.... .. - . : ': ", '... 1. .. .. - :" " ", ' -..,..:.:.:,:.....,,�.-...,:..*".,...,.. e % X X 1 % - 19 S141 - "' ' - 13 50/1 . 33 - 40 2 6 THHN 1 10 One X Y4 'Y4 1 1 1 1 - 14 50/2 33 - 40 3 6 THHN 1 10 One 1 1 1 1 1A. 1 %4 15 50/3 33 - 40 4 6 THHN 1 10 One 1 Y4 1 1 1 Y4 1 X 1 A 1 A 16 60/1 41 - 48 2 4 THW 1 8 One 1 1 1 1 1 A I 1 1 A - 17 60/2 41 - 48 3 4 THW 1 8 One 1A 1 1 h 1h 1A 1 0/4 1 A - 18 60/3 41 - 48 4 4 THW 1 , 8 One I X 1 A 1 X 1 X 1A 1 1Y4 1A - 19 70/1 49 - 56 2 4 THW 1 8 One 1 1 1 1 1 X 1 1 1 A 20 70/2 49 - 56 3 4 THW 1 8 One 1A 1 1 X 1 X 1A I 1 X 1 A 21 70/3 49 - 56 4 4 THW 1 8 One 1 A 1A 14 14 1 A4 1 Y4 1 A 22 80/2 57 - 64 3 3 THW 1 8 One 1 A 1 A 1 X 1,Y4 1 X 1A 1 X 23 80/3 57 - 64 4 3 THW 1 8 One 1 A 1Y4 1 X 1 Y4 1 X 1A 1 A 24 90/2 65 - 72 3 2 THW 1 6 One 1A 1 A 1 X 1 X % 1 A 1X 25 90/3 65 - 72 . 4 2 .THW 1 . 6 . One 1h . 1A % I % . 1h % 1h 80 3 1 THW 1 6 One 1A % % JX 2 2 2 27 100/3 73 - 80 4 1 THW 1 6 One 2 2 2 2 2 2 2 28 110/2 81 - 88 3 1 THW 1 6 One 1X % % % 2 2 2 29 110/3 81 - 88 . 4 1 THW 1 6 One . 2 2 2 2 2 2 2 30 125/2 89 - 1100 3 . 1 . THW 1 . 6 One I % - 1h % % 2 . 2 - 2 31 125/3 89 - 100 4 1 1 THW 1 6 One 2 2 2 2 2 2 2 32 159/2 101 - 120 3 1/0 I THW 1 6 One 2 2 2 2 2 2 2 33 150/3 101 - 120 4 1/0 THW 1 6 2 2 2 /2 121 - 1 Q 3 2/0 THW 1 6 One 2 2 2 2 2 2 2 35 175/3 121 - 149 4 ,2/0 THW 1 6 , One 2 2 2 2 2Y2 2% M - 36 200/2 141 - 160 3 13/0 THW 1 6 One 2 2 2 2 2% 2% 2,h 37 200/3 141 - 160 4 3/0 THW 1 1 6 One 2X 2h 2Y2 , 2Y2 2h M - 2Y2 /0 THW 1 4 One 2)1 2 Z� �% 2h 2)� Z� 39 225/3 161 - 180 4 4/0 THW 1 4 One 2h 2Y2 2Y2 2h 2X 3 3 40 250/3 181 - 200 4 250 THW 1 4 One 2h 3 3 3 3 3 3 41 1 300/3 201 - 240 4 350 THW 1 4 One 3 I 3 3,� 3h 42 350/3 241 - 280 4 500 THW 1 3 One 3h 3h 3h 3h 3)J 4 4 43 400/3 281 - 320 4 3/0 THW 2 3 Two 2h 2h 2-Y2 2h 2h M M 44 600/3 . 321 - 480 4 350 THW 2 1 Two 3 3 3 3 3 3h 3)J - 45 800/3 481 - 640 4 500 46 1000/3 641 - 800 4 400 THW 3 2/0 Three 3 3h Wj 3X 3,� 3h - - 3)i - 4-7 1200/3 801 - 960 4 350 THW 4 3/0 Four 3 3 48 1 1600/3 061 - 128 4 400 1 THW 5 1 4/0 1 Five 3 1 3h I 3A 1 3h 3h 3h I 3h - Notes: Conductors are rated at 6@0 volt or below and are to be copper. NEC Table 310.16 is used for the basis of the conductor ampacities, which is not more than three current carrying conductors in a raceway at on ambient temperature of 30 deg C with 60 deg C rated conductors and connectors per 110.14-C-1 for up to 100 amp rated and up to #1 AWG conductors for equipment terminations and 75 deg C rated conductors and termination connectors for larger than 1@0 amp of above #1 AWG conductors. NEC Appendix C is used for the basis of the circuit sizes. Table C1 for EMT, Table C4 for IMC, Table C8 for Rigid, and table C10 for PVC (Sch 40) All Branch Feeders and Branch Circuits shall include a green Equipment Ground. Omit Grounding conductor on Service Entrance Feeders. � Omit Neutral conductor on all Delta primary transformer feeders. The above conductors are not calculated for Voltage Drop. Any circuits that exceed 100 feet shall be calculated by the Installer to have less than a three percent voltage drop on feeders and five percent METAL FRAME OF BUILDING THIN 5-0 OF POINT OF ENTRANCE OF PIPE #3,/@ AWC CU - #6 AWG CU MIN.-----\ -3/4' x 10'-@" COPPER CLAD GROUND ROD - SIZED NO SMALLER THAN THE GROUND RING - - - 11 I � '. .1 '. ,. __. _ I I . � :i:� ��i ��ii �!� :.1 .'' � I , .. I..: �' - I .' .1 .. ., , nr-K I f -f -I A I k I ^ _rf- C% ", I I .', 1. vato - 4n 9Z 7fiff" P, T, � ___ .1- q I � . - -1 PMRMAND SCHEDULIE PANELBOARD SCH98ULE � ��� . 'i:� "I 1. I - I I "I .�� 230 SoUthland Drive - Lexington, KY 40503 ppma. DESUIATUI. �,;�017AGE B La FA' MU � I 'Ar- PA'Tm' � I Map_rcT: Irsk"4EL IDEw3ft"am. 1VOLTAOE- lari RA'1WZ- I .,AJC WnNa I PK"Xic -J: 1 THE EQUIPMENT ROUGH -INS AS SHOWN ARE ACCURATE TO THE BEST OW276-2006 - 859-270-2901 Facsin*e E'J I 13 5 7 99 - I 1 i 3 Is 17 19 21 ` 2-, 25 -i 27 l 29 l 31, - 33 I �A' 51 37 3.9 . 1 41 4 3 45 -47 49 51 63 . 12N20830 4A'lRE 225,i 4a �3DWC'111't . � -L -� " N" .�r I I I - KlTClff4AREA - . 11:0 UNZ 11V-A`PHA,':,E*� If Li -Ala, I _11-�4-o-T , kz, I E E, I co � � ,,-' IEI %A ACC-OLER. EVAP, CO !L I � ICE 1 P_ lE492 - T , cS, RVELA N I - % X 'DF I M-9 4,'. 1, 030tER CON - I -SER __11' I E I I "I, = ........%...... K".1 "-..*."` ' .-.,.,-.. ........ .-I...': ........ ::-:"'."' ....... 3F, :: .:......... � � i 1 P, RSI:%� c 0 TLETIS I , ...."...' :ff'........ 4:p, .� " ,ATERA1 I ,,')R. BEEL ' ": E,* 41 - �N _ARM I DG ZI .-.%-,.%-, - .... % . .....,...... ' XX%%�.: ..I':.-.-.-.- -1 -- E41�1 - BE S -OD :... - -OYSTEki ... - .. IF - ...... %. ' �77 E 1 _* - C E &Ah0*E 2 = ' �.....'. 2F :'."-.::'-' *'-*' ... -- _:X. ... _ .......... I ...... .............. ...... .. ................ _......... * " ': -177 ` G'C001EP CON B�S, IR E - KE' :77 ;�;� .21F. I ... �:-.':- ........ ............... 1P. E21, - BA'RCONV. 0,"'LiTLERS, ...-1 ..... :: .." " -:1...... .- .. .-..:-: - -: :.-.. ....... � *::':'.-'.-"' r NX... lip ' ;D :11 ...... 1 . E-28 - BAP .�AANER BLP4 ER ...... V.- ': -.-X - ...... �'.. '% I . 1 P. Ek - BACKERAR CID-CLE'R i 7-7,75, ..7 - ' - ........ X. -� - -I '�% R �.111',:-.":' ENR A -AK, V'A.S�C ......... 7, - - -:I:-- --'- ..% ...... .............. �,.'.,.,...... .-...-.::1.::-' .' ..:. .. .. .... 2F. _....: - - -C. !: -SPARE ��..-%.' �.-..-..-.:.-....:-. .4 F. � 101131011 CGINTPICL SI. ......... . '. - t' '..�-:--.-':':% _'.::-"*:",1" I .. ..... ' E �._.. I P. E318 - GLASS FROSITER: X........ ...."X.: .1.1 ... I 04ASFA I 1 4 7 & 8 FM SE.8 14254 . � PMSEC 1:-'01" 151 �TOTAL, 44073 , - ' ' "' '.�:*..--,.,.*.--...,....,.--*.-...,-.,.,,...,.�."'"' . ._ .. ...'."', � . _.... ".- ._.-.� - � .:...:, ....... .... .� . .. ...... .. . -1: 404I.....-......=:..-,.,-..,.--.-..,....."-.-,. I - �����]i����������������:��i���������������;���� E� -1 3"'57'�F"' & MJA.-T 32'."l i+- : : : "' " " .-.....- ....,.. " , '' '1%. :.:,.::%.:: N, . ... _- ...."..., "' -, - .... .. .. .. -, - ."I -, ....1, _. ... ... .. ..- �4_X_'..i....X..."..: .. .. ....*......". - �-:: ... - - .i...... ffiffl--'.----'i"--'-- 1 ��i�iii�i� I. .. ....:... -iii.�...�!.-'...-"..--.,..,I...,.....,.--....-I..-'.'�....,.,..-,.., !!!ii!i�iiiiiiiiii�iii!ii�iii�i�� , .9 . , I I ---- . ::.."..,...::,.,..,:.,.�..,.,.:.., '?.' - - 11 . ,:.-.,. - - -..'...'.'....,.-.-: , "., * , :....,;:::1 I I .. - *1 * - .. .... -11 - t"404 - - . . .. ... --'-:--.-.:.. � ..... -1 =W."....". , , ........ ... .........'.� - .. ..... ,.,.,.:., .......: "'% " :........_ * . .........: '"--::".':- - ........... .�.�e. .v.'.'-,'-.1..; ..' i : ...... :'.'.:'.: ::: -'-.--'-.---.-.--:%:"', :� " I."..,%. � ..:% .... . . . 'X . . -_ i-5 �' & -2-0,55:if", .. :.. 3 0,7 ,'R'z . EF , r , ik I FM [a: . � .. . I ' --, ii'p� "a -i , - I REM -: -01E REER S TEM ... - aAA"M)ED OLEN'D - . -�%- `� I '�TLET )c - TOG -D C':,"N'V. 0'L .R,E ; R, E -LER ' - WTILE 000 � I - RAR coci-EiR - ",-,L<SS FROSTER. I . 'k - BEER SLA,ST SYS .1 . - A STEk I � I , 0 LFI aA CK - #'4 . t> - 1A 7 a '' � - 11) 3p, 12 " '. I I F 20A, ' 14 '1A. �� -_ 2, F. 1 16 ____7_ I , 18 I . . �"' 20 , , IF 22 . Z -� � MA. f 24 ` 'T 2A. F, 26 -- LKIA, sp. , I 2.8 � XIA. 1P. 30 32. 20A, IF ', �k -� 2� . , - F 34 _1A ` P, 36, A - � ... L'�)A, 'I - 38: I 1211-1y'k ip. 40 1 NOTIES- 1 8.2-94 H 9,185 1 9J373 1 6,474-11 5�13f-,_q 11 6,67,18 I 1 . G F C 1 -� I K, J`1 T E R EA, I, " E R CF, GFF C I R E C E P TA C L E - E � E E S P EC', 1A L ,,'� i OT E " a t� ,,, C,VV G ,, E 1, �') LOAD CALCU LAT I I ----- ____ AMP 9,41 1 2 � . I _ 01208130 R.",,�-,F=�4kL"P,R,4�TF�DT,,�PE,qF,A�\�,--.'�-'�-i-R�--.i-,,;TEPF-��',�.Ep AMPS x 115 - "� T C��cl=k'--Ri-��,N�,'j'FA,,-*'-'LT,�','Ti��'-',Ij'!T'i'ATER,P-'JPTCiR�-',--'-' BREAYER DEMAND LOAD AMPS, i F'ANLL LUAU ANALY�)I�i KZ 122.4 1 5 '11 0 - 48 50 5,2 ITEM LOAD 0) DIVERSITY DEMAND LIGHTS - 125% - - KITCH/BAR 30.5 65% - 19,8 MISC. /SPARES 4.1 - 10 a im REMAINDER 0 4.1 ,FANS/HTRS. 1 9.4 100% 9.4 TOTAL 1 44.0 120r208 30 4 VMRE 33,3 92.5A '%av IVNF% 2 )n!�' -"�-' No SCALE NO SCALE i PW SE A 29 4 T8 P1- I 1ASE0 I 26663 PANELSOARD SCHEDULE 26228: TOTAL 0: 82359 A�Wilnf Sr-�'WTUW 78.8 1 65% . 1V§A7AC_F__ SWV PATNC,: I I I __P_1�<_1___1T1 AKCRATN'ro. 1 18006% REMAINDER 0 50% � FANS/ HTRS 4_82.4 - 1100% T: - TOTAL P _. 120r208 30 4 VMRE 400A , I SERIESZRATED&R, CIA, I 'ClUTRACK-IN. LOAD 1�51-RmZ FAW LCOATM, MAJINIU)e'.� . MA N, Z_WXM - � RE CE SSED ' I KITCHENAREA 400 ANPAPS I ANAPSA C �'T CK, EIRKR LOAD DE S CR F Tio N A W�A? �4 A? I SE', LOAC, "I �k?p III LLAAD t�tA4V:4ASF _1 1 "LOAD DE SCR 1P T iON 1 C Kr 8RKA QKIT NO I TRF �P GLE AND LOCAJI&4 a ALI I Bw c 0 11 �6e"* 1 a o' I - C-0 I I � 1, AAN I D LQCAJI�CIN � _,T, IPiTJ GLE � No � 16.5 (:�) 8.5 TON � 50 3 65K RTU -3 3#6, #1@G, 1 1/4"C . 16.5 - (a) 1 0 TON 4 1 50 a 65K RTU -4 3#6, #10G, 1 1/4 -C 16.5 I (a) 1 0 TON 3 "Ill -11" *2p� 3 �-.- �: .-.:.:.:.-:: 1: �:.-- .".'.:::-.--- - :.-. I �2 G.'.'.� "". .:::.: .::.-','-' ...... -, " �::::.:: I 2., :..:: � . . .: ...... _X..'_;:.:-:-.-.- '' � 16.5 (:K) 1 0 TON I 5 2C,A. IP� SPARE ...... . .1 - "I ': ': - .. .-. . . . � I '. . ..... .... .. ';" .... ... : 5 .1 . . :1 X-1: . : ""5, : .:: ..' ... " ..".. .-,-.-, '.'..", 11 0-E'1lL:k--CHAR5,RQ1.LfR ,U I I 20A_ IP 6 ,I 300 3 I I 65K 'E ......; X. ......! '. . .1. " � ....:-%:.......i�i�i�i� ... 82.4 (Z) (2D P 8 125 .1 7 2GA, 1P. I IS - GR t - JU .. ..: :.: .. ."*....."......' .1 .. -i�,�,'_"'.'i: - � .'..'l ".." " * ' * .% . .i���:�i���:�i���i��������!ili!i!�� . . � 6 -C _H 0 t7r,A 0: 11 K, 44 IX 0 �'& ? � "I I. .4 1XIA, lip, 8 -I I 9 � 2�.A. IP� - E 2 0:08 - C 01W. 0-LITLE _T . : . - .. ..... """, ..'..I... "*:-, .*. .- .Z. ::;:- . .%-'�"-'. � - "............ ,�' . ._ ��iii�i�ii!iii�iii�ii�i��!iii!��i�I -�7'w. 10 8PARE I WA. - 1p. 10 I 11 2cA' "P. F'21WE - CON'V, OJ7I_ET Y.... . i�:�]��i�i��:�i�i�i���i�]�i���i���i���:��:i�����]��ii�� .�:.:.i�:�]��i�i�:::i:]:j:�:j:]:j:�:j:�:j:�:::�:i:�:�:]:�ii:� �: , - . i�i�:::i:]:j:�:j:]:j:�:j:�:j:�:::�:i:�:�:]:�ii:::::::�;��� - .. . .��:ii:����;�i��iii��i�!�����������i���i�!�����!��:j��������i!�� �w . - ::_ " . .... ..._....... .. X - :...:-':_......... . ����������������i��;;�!���i�i���!��.".��� .... ........... :::: -,..-,-..:.-...-..:...:�.,:,.,:.:.:4�.'..,::,..:.� ............. . _ .... ..... X.. -N.: - 4 66i I E 6 1 21;� - F RN, E IR -A_ 5% ..,--,, I I 12 � 13 �OA, IP� E 7E rs rREEZER,"REF DRAWERS '122, -12 - �-�']�iii:�i�i�iiis -*�,��j".i :.:.: _.. . 1:17C ...........�......�..���.�.�;�:.;.;.����l����������',������;���". - � !�...*'.'� -'-'--' . ..:.:"..:;.....:".;.::.:..*.:.i:�:�:i:i:::�:j�:i;::::�:j I -:-: ---------% . .."'.."..*.". F..... ""NE _...',-.-.,--. '.'....'�....... `*1.'__*1:,1.-'..'_.'.:�� 4,458T " :..-. . ..................' .-.-.:.'-.-.-..::%":'-' .... '.`.'-.-' .*.' - .:: . 2 __111"' ' - 14 I h_- 2C.A. 0 IP. � E I �01&1!)8 - H OOC, LIGH 7S, � ____ ... ....,�....... ::.'�:.'�: ,.:::-..'i"*-11'.�'*.-'1.* ...... I ........ ...........' .............. '..............' x:::::�.'.'�.:.�.�.:i' 12% ........: ..: ", ........ a __.11-.',1-1_'_.--1- :.. . �i-.K...........:.-;- ..... " � ....... I -- -.* -.1 ....... ....,:.....�...-..,..:....�:.... .' w�' ..... 4,Mf "I,*,,.*.".*.:::..�....:.::::::....e.: ... .. .." ... :_....: ....... ..-'.X."".`.::1.-1: _:... . . .1 .-.Ili ... I ,- Z 3p: 16 i 1-7 i . 2fkA. 1P, � E1211129-OPEN70P REFR�G, . , _..... .. '.. . .. ... . . ...... ... ..... ... ......,%...........;.:............a _.:.-..'.:........_...'.:!-'.:: �: : '-.-.1-._....-.--:.-_ '-'.*,: ....... _ 1".17,-. . ....... .1 .......... ....... .. . .. ... -.-:--.-'.. '.... .::.... .. - . : ': ", '... 1. .. .. - :" " ", ' -..,..:.:.:,:.....,,�.-...,:..*".,...,.. 4. k -'t-'7 E 61:25 - F R"j'E: R, I 1501A. I " 18 - 19 S141 - "' ' Efl2e--FR`f'ER- ... .. .. : .i,;-;- �- .W. , :::,;:.. ...;... .. 4! �6�9'7 1","..* ' --':;'.-.1:'. -....-...'.--."-1'.- ..::: �,-xa. _- . I, "';*...'-':.'---.�--*.-*.. .. I X, ... :: -.W.. 4�&'ZZ7 � .:... -:1"'... .... -.-.,.-. .: ... :.::. .:. .. ._ .... ; . ....... I ' : *11 I - * .... - :'.::;-.-. - """"-':.:::'..:. .-.,-.:...: _T_ "1111-1, . _2 0 21 "" " ;'..';-.: 77 ..:......... �:�.-.,:.,-..*...:...,..,..-.,..��.-.-."..,..*.-.*..."".,., .X.. - , .........y................. ....'.'....."...'.."..'.'.'� " ,% , w L % 7 -'-'* -.' 'X. ::.._:.:.:. ._...."...X'.............. """."', .... - .. - - ...... . ... .: ' ......... . . �': - TOTAL ,_ .. ... I %.. I : . . :.::::,.::,- ......... 11. I 11. I : '.: .. :..--.--....--.�--....................�. ..", . ..::.. -.I,,. ..' 'I",,-" I 3P� 11 2. ,'2 23 "--" .. . - - .. ...... ... .. I.:%:.:"�!�!�����i�:���:��:.:���.�.��������i�����������]�]���� � ....... :0. - ..... I ... �::i��..i����;;�:���!��!�!�������ii:��� 4, f 67 Z. . -..:-I��:�i�iii��ii�� ......... �:.%:�:.;;r;:;:;:;:::;;;;:;; .. - ...:,., .' -1 - - ------- --.'--.*1.'--: X...: . - -.1-.1-.-_,1_.`.-'.-1.. :�:;:::::�i�:��!i:,�iii:.!jiljlljijiil!�!�i�i,�. X.....: ' (�D PROVIDE SHUNT TRIP CIRCUIT BREAKER. 'I: 41 15&- PG TATO ST7 A h! EJR I 30 I I A. 1 ".'� .11 1�1' 24 26 C&A. 1 1-11' "' f 612ER - f R',"E R .. X : %::���i�:��ji�j�]i��:;:::::::::::.�.:.:::.:::::::� ... .::j:::::: ... :: ... I :���ii����:����;���;���;�l������l�; 7--:;:'.1.-.-;%-.-.--.-. '..':'.".*'.'.*-'.".'.'.'.'..'.:';: ... . %..%: . 2,:38,5, -.-,.....�'..-.'.�*..'.'.-.'.�.-*..-.*..-.*�.-',..'.,.'.'.'.".... . :":',' . ::1. .. % .: ... "' "'::'.' ... RATED, AS PER SQUARE V SPECIFICATIONS. IF AN ALTERNATIVE (436.5-325) 45% + 262.5 = "I , = 868.3A 2-6 2�7 - ".�"�� ,:,::,::, . . wa �'.... ..... %_.... %.: -.-.-.-.%-.-.-.% ......... 4.667 -.'.'.�.*""�,,'�.'*.�,..*,.,."..-".,.,.,...-.,.... .",:: . ...... . ..... � ............... .. - - ":`":'::` :' .... - -:-: :..:.. .. . ELECTRICAL CONTRACTOR TO PROPERLY SERIES RATE ALL PANELS. , 1'1__`� " 3P. � 2:8 29 -,*"' �'� "��P. .......... . .... ::: I 11 ,...,,.�������.,'.����i�����,�,����:����ii�]�ii:��:��i�iii�������ii:���i!����: .. " 1.1-114113 ......: ... .. . .." 4, W, : :�!'.*.., K. "....: ... .. ...:. -...:�:::. * ..--:.1.-:.`;-1" "':-.-."-'-'-:1': .'... ,:...,.%..".:.....:,:.,.::,*.i.,�-'.�l..".".,....:.%.. ...,',.�:.- .. .1-1-.... ...:..%:%.. �: 1."', .. ...... .... : ..."..: ... :1.. 1, aW, I S PARE MA. 1P. , 30 -,31: 2&14_ 'I P, SPARE : . ... . * * ;:: 5C . ' . I..: :.,. � , ..:.;. . .:.: ,", . `-:'d :. :: X: :1 ::::;::.'..-.'-.--'."'. ' . '; ........ '..'..' .... . .. .. :...:_% , ... .' .--.-.::::::::::::���:�:� !...'I--. -.,'.,. ... :. �:j:�:j-�:�:�:::::::�:::� fi..'.. "...I.I.I.I...". ��i�i:i�i:i�i�i��]�w SPACE INDICATE THE EQUIPMENT HAS BEEN APPLIED W/ A SERIES COMBINATION .1 32 - _.......: 7=,.-.,�,.7T :::.'-:.-.-.-.: ........ . . ............", '.'-.`.�.--'.��..`l c5c.4 ... :.:.:_ ......... ......... . .. KM::.. : ..-.;X-:::--.: k...'. ... ._': .,.-':'.'.--..'-."' , �..... � 6....- .� I f"...i'..'...'..'�."..'.,..'��..'....*.",.i;.,..*.'�..-'.�: ""' "I"'..", �i�i�i�i�::: ..:::::;:-:::::::::::: ...... ............. . 0 P �� -1c �� "$';�_ 3:4 - 35 � 21C'A. 1P., SPARE :. .... � ... �.% ... � ......... %' � � . .::.... .::::.. e- 0 ... .: . .''::.:, . ". 5.11c .-.:.-.-.:. .. �-. - ...,., '.: "_ ..... .......... ... : . ....'_.-.::. ..-.-.-.-..:: '': : ,... ; ' '.... - ::.':i'."i.'.'.'.-'*.'-.'-- - . ... .: - ...... : 11 I _1 -1. -'.".-.-...::'1 11 ... :: .._.__' -:..-.: .: ................ .:;i,. . ..."'......-I. ... I - - � :,ii.l.. -_-'.. --:::: . I ".....: ....... ....... .... .:.::: I I.......... 0 - SPACE 36 37 2 f" A - , IP, SPARE .:..*. .. . "... �.:.' : : , �. '. ..' .... ....................K....i.... ..: * * - �i�-""" --"-"-'.`*.-'.i'.""'.%. . C� :.....': F -.-i'. ... .: ... ::::-.-.;0:;:�,-:.. . ...;.. ::: lodu. :. � . . .. . '. -.-.-.. ;:,::, . . ...". X-..': 1:.:-.-N:: .: .... ::::::... - .. ...... .. .. _.'. ". . - xs....:.' ..:....:.-.-. , .... .... X .: .:. .. -1 .... ....: .: - ......... .... .. 1.11 ...".".... - . ... .. . . ..." :..:.:.:. SPACE 38 3g ,20A. _1P. SPARE :...:.::-:- i�:ii��i� I , i����iii��������������������i������ ..........'......... - .... :j:j:::j!j:j;::j:j:j:::�:�' -.%-..-..-..-.-.�����i���i�i�iii�� . : 'X-...... �C'� ���������:�]�:i������������i���;�; .:...:.:-%-:-.. . , .. : - ".. -, . 1� .:-:"-'::"":` -,.- E': X ..... : "...' ...... . .-,.:::. .'-.'-.*1.'%*'. "-PAU 40 41 1 2','� A - 11". FSPARE . ...1:....-:;::'.;'- ........::i:::�:j:.::�:i:..i:::::,..:,., -- .... .... ....... I ..... �......................... .��: � . � . ....... ::'. - " .... ..........'. ...:.:.: ... :::::::i'..* -:-i:::-:.-`: `:::::::_ _'M1 : .......... .. . . .......... - . , .:.'N "".�-..'..--'.'.� �v':s: .. ����������������!��,.�..::....:.,.:..: :�::..'.:.-.:..;;:..-, , ... . :-1.-:1.`;1,,.,.':-` - ."""..' . .. - - . ,_,_._'.-.'.-.-"'% 101 SPACE I 1 4.2 I NOTES� 14-7-1- --.I,. - - - - "' - - I - _69112,811-1113,9719. � - I '%av IVNF% 2 )n!�' -"�-' No SCALE NO SCALE i PW SE A 29 4 T8 P1- I 1ASE0 I 26663 0 PHA BE C 26228: TOTAL 0: 82359 1 - Gf C I C -R:1_'1.,'.' 7 B R EAKE R L� \�E P I F, �' 1�%,, , T H, t,i � c � 4_:�. HACR TYPE ,BRANCH C RC'U"7 BREAKE R ELECTROI (N.E.C. 250.50 2008) MAIN SERVICE EQUIPMENT LOAD CALCULATION - . @12 � 0120 . 8,130 2121� 8,8 '0 ' X 11.],25 �__; � 0 41) LOAD AMPS I '��7 _w PANEL LOAD ANAI-YSIS "P" I TEM LOAD (0) DIVERSITY . DEMAND (KW) LIGHTS 0 125% 0.0 KITCH/BAR 78.8 1 65% 51.2 MISC./SPARES 3.6 1 18006% REMAINDER 0 50% 3.6 FANS/ HTRS 4_82.4 - 1100% T: - TOTAL 1 92.2 1 1 54.8 152,2A J3/0 AWC CU GROUNDING ELECTRODE CONDUCTOR METAL WATER PIPE TAT LEAST 20'-@" LONG (#4 AWG CU MIN. OR 1/2" DIA. MIN. STEEL REINFORCING BAR) - #2 AWG CU MIN. GROUND RING 'AT LEAST 20'-@" LONG YSTEM POWER COMPANY PAD -MOUNTED TRANSFORMER. ELECTRICAL CONTRACTOR SHALL CONTACT LOCAL POWER COMPANY C.T. CABINET AND METER SOCKET AT BUILDING WITH GROUND. COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS. USE ONLY APPROVED POWER COMPANY EQUIPMENT. F'd- g AN PANFI i nAn ANA[ Y'Vri '("' � ITEM LOAD (KW) DIVERSITY DEMAND (KW) LIGHTS 11A 125% 14.3 KITCH/BAR i 42.8 1 ON 42.8 MISC./SPARES 23.0 1209011 REMAINOM AM 16.5 IFANS/ HTRS 1 15.0 1 100% 15.0 1 [TOTAL 1 92.2 POLES 88.6 246.1 A I I . MAIN DISTRIBUTION PANEL (MDP) (3) NEMA 3R 1000 MAIN BREAKER 120/208V 30 4W CIR I TRIP . NO OF INTERRUPT I LOAD WIRE I KW REMARKS NO. RATING POLES CAPACITY SERVED SI ZE , LOAD AMPS CD - � I I I 1 r 50 I 3 65K RTU -1 F 3#6, #10G, 1 1/4 -C 16.5 (a) 8.5 TON 2 50 3 I 65K RTU -2 3#6, #1 OG, 1 1/4 -C � 16.5 (:�) 8.5 TON 3 50 3 65K RTU -3 3#6, #1@G, 1 1/4"C . 16.5 - (a) 1 0 TON 4 1 50 3 65K RTU -4 3#6, #10G, 1 1/4 -C 16.5 I (a) 1 0 TON 5 i 50 3 65K RTU -5 3#6, #100, 1 1/4 -C 16.5 (:K) 1 0 TON 6 350 3 . 65K PANEL C 4#500, #3G, 3 1/2' 'C 92.2 � (�D 7 300 3 I I 65K PANEL P 4-#350, 1-#4 GND, 3 1/2 "C 82.4 (Z) (2D P 8 125 3 I 65K PANEL D 4 -#1, 1-#6 GND, 2-C 18.0 9 125 3 65K PANEL K-1 4#1, #6G, 2 -C 33.8 (D 10 150 3 65K PANEL K-2 4#1/0, #66, 2-C 44.0 (a:) 11 150 3 65K CHEF'S TABLE 4-#1/0, 1-#6 OND, 2 -C 30.00 #73A i 12 125 2 65K CHEF'S TABLE 3-#l, 1-#6 GND, 2"C 10.0 #730 i - - . I . ! . _T_ . TOTAL 392.9 1 MOP NOTES: (�D PROVIDE SHUNT TRIP CIRCUIT BREAKER. TABLE 220.88 (JD ALL ELECTRICAL PANELS INDICATED ON THIS 392.9 KW/0.9 P.F. = 436.5 KVA RATED, AS PER SQUARE V SPECIFICATIONS. IF AN ALTERNATIVE (436.5-325) 45% + 262.5 = 312.6 KVA = 868.3A MA TED, IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROPERLY SERIES RATE ALL PANELS. AD: 392.9 KW (a) WHERE CIRCUIT BREAKERS ARE APPLIED IN COMPLIANCE W/ SERIES COMBINATION RATINGS SELECTED UNDER ENGINEERING SUPERVISION & MENT AS DIRECTED BY THE ENGINEER. THE * CALCULATED DEMAND LOAD: 312.6 KVA/ 868.3 AMPS EQUIPMENT ENCLOSURE SHALL BE LEGIBLY MARKED IN THE FIELD TO INDICATE THE EQUIPMENT HAS BEEN APPLIED W/ A SERIES COMBINATION RATING. THE MARKING SHALL BE READILY VISIBLE & STATE THE FOLLOWING: "CAUTION- ENGINEERED SERIES COMBINATION SYSTEM RATED 65,00@ AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED. (I) VERIFY M.O.C.P. W/ M.C. PRIOR TO CIRCUIT INSTALLATION. I (a) VERIFY METER & C.T. ARRANGEMENT W/ UTILITY PRIOR TO INSTALLATION. I ROOF, FACING NORTH. - TO RTU'S, SEE SHEET E4.0 EXTERIOR � � INTERIOR 11 i i FOR SIZES (TYP.) i 1 / ill' / i ///) if ! MAIN I DISTRIBUTION i PANEL "MDP" i 1000 AMP i M.B. 1 i I I i I I k I I I #a/10 L'U. I I , , _ , - ( -%- - . . . . � ) ( J EW UNDERGROUND SECONDARY - 3 RUNS OF 31/2" CONDUITS WITH (4) ELECTRICAL CONTRACTOR SHALL PROVIDE #4W kcmil (CU) IN EACH TO POWER SECONDARY CONDUCTORS IN BID. CO. TRANSFORMER. - SEE GROUNDING ELECTRODE CONDUCTOR DETAIL, ON THIS SHEET PANEL "Ps PANEL "K1" PANEL "K2" MAIN DISTRIBUTION PANEL "MDP" SHALL BE LABELED SERVICE ENTRANCE EQUIPMENT PER N.E.C. PANEL "C" LIGHTING TIME CLOCKS & CONTACTOR, SEE SHEET E2.0 LIGHTING CONTROL DIAGRAM. PANEL "D " C-11 r_ 7 I___) (E73A I I 07 -3 _B� 1 I- 1 FOOD SERVICE COUNTER PANEL S. SEE FOOD SERVICE EQUIPMENT LOCATION. CTRI 1 1 SCALE . OF OUR KNOWLEDGE HOWEVER, IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT MAY VARY FROM WHAT IS SHOM. THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE OMER PRIOR TO CONSTRUCTION. LU TOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION " . 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE N.E.C. AND STATE AND LOCAL CODES AS THEY APPLY. I SWITCHGEAR & PANELS SHALL BE SQUARE D , FURNISHED BY & 3. INSTALLED BY CONTRAC R. 4. ALL DISCONNECT SWITCHES SHALL BE RATED FOR GENERAL DUTY U.O.N. . CONTRACTOR. OVERLOAD UNITS SHALL BE INSTALLED AS PER NAME NORMALLY SUPPLIED WITH STARTERS INSTALLED (HVAC UNITS, DISH- WASHERS ETC.) AT THEIR POINT OF MANUFACTURE, ALL STARTERS SHALL BE SUPPLIED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR WILL MOUNT ALL SUCH STARTERS, AS DIRECTED, FURNISHING SUPPORTING STRUCTURES WHERE NECESSARY. 6. ANY FEES ASSOCIATED WITH CONSTRUCTION AND INSPECTION SHALL R TO THE OWNER A FINISHED BUILDING, READY FOR OCCUPANCY AND 100% OPERATION. 7. TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR THE EQUIPMENT HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER Seal OF THE BUILDING FOR OCCUPANCY. 8. ALL PANELBOARDS AND EMERGENCY LIGHTING DISCONNECT SWITCHES , .'0$X11'k�.,\ "k. �, � ffi'% ,,, .'�' � X. SHALL BE LABEL.ED WITH RESPECT TO THEIR TITLE, VOLTAGE AND .!6� , N I � �-�' " 4%, ., �.�LN" � " �' " '4_ '.'� � -, ,,, , ",I �� k , I , ,,, " �; 011 , ,\,. �k , � , PHASE; I.E. PANEL "A" 120/208/30. LABEL SHALL BE PHENOLIC - , ." _ ""A'_':�'� " '�k'�\'? �. , .. - - ,-,. '.�� 'O ��%"'��' '�: " X'.";"' '�,�t' ':�\� , \ - PLASTIC WITH WHITE LETTERS AND BLACK BACKGROUND. LABELS , " � X' � "Al '� %. . I "<�"' m.'�'i '��'\"' -, I - , - "I '�.' SHALL BE PERMANENTLY FIXED TO THE EQUIPMENT. 11 ��k --, " ��'�'. 'I.',.-- �. -� - I I V.�\� . ' ' ` .", . , �z � a -�N. i e'� * �"-: "'z " , .1 - ,.' I "I - '.' I I 9. PANELBOARDS SHALL CONTAIN A TYPEWRITTEN DIRECTORY WITH A _'z ....... � I � I I " � , - 1, _� -.. I I I �� .I ss.S. "_'�g"" " I , ". '�'�t, ,,, . .'� � "�:'. . .'- I . C " 1. I" . ,'y �'. '� , ... %" � 1. ��.�' PLASTIC COVER AFFIXED TO THE INSIDE DOOR. �� V"��-- " - .' ' - 2OKs! lle.';' � 'S�4 1, , C,.,.,. , :��&' -. - ." � � ' _' .. " � ':'�? , 11 � " ;�� �'! I '!:�". 1, , I �"' 'n , , J �' '. .:�""` , V� � � -, - '.. � ,. ,,, ' ' � 10. CONTRACTOR SHALL SUBMIT 6 COPIES OF SHOP DRAWINGS TO THE V �"s; g"� � �""-.'* .". '�'�' '�-' " !"t 14., "'. ., .:., ';�' ." , '.�' .." " � :' _� �" '�"'%" ',;';, A� ARCHITECT/ENGINEER FOR APPROVAL FOR ALL EQUIPMENT AND 1'114'ns�'� , DEVICES INSTALLED.THERE WILL BE NO DRAW UNTIL SHOP DWGS. HAVE BEEN SUBMITTED & REVIEWED BY ARCH./ENGR. 11. ANY DEVIATION FROM PLANS WITHOUT PRIOR APPROVAL OF THE AUSE FOR THE REJECTION OF MATERIALS ANY COST INCURRED TO CORRECT SUCH DEVIATION TO THE SATISFACTION OF THE AA SHALL BE BORNE BY THE CONTRACTOR. 12. ANY COSTS INCURRED DUE TO LACK OF COOPERATION AMONG 'ME BY THE CONTRACTOR. 13. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND LABOR, BECAUSE OF DIFFICULTIES ENCOUNTERED, WIILL NOT BE RECOGNIZED IF THEY COULD HAVE BEEN FORSEEN HAD PROPER EXAMINATION BEEN MADE. . _D. QUALITY DESIR- 15. CONTRACTORS SHALL VERIFY SERVICE VOLTAGE WITH UTILITY COMPANY AND REVISE AND BALANCE PANEL AS REQUIRED. ARCHITECTS 16. CONTRACTOR SHALL VERIFY LOCATION OF PARKING LOT LIGHTS AND PYLON SIGNS ON INDIVIDUAL SITE PLAN. 17. ALL REMOTE EQUIPMENT ON ROOF OR GROUNDS SHALL HAVE A DISCONNECT SWITCH AT EACH PIECE OF EQUIPMENT. FURNISH FUSED DISCONNECTS AS REQUIRED 13Y N.E.C. LL EXTERIOR RECEPTACLES, JUNCTION BOXES AND EQUIPMENT SHALL . DP3 AIP11CH"EM, LTD. BE WEATHERPROOF. 21 1 EM Broad fteot GMWWft, SC 2MI 19. INSULATE ALL CONDUIT PASSING THROUGH WALK-IN COOLER, FILL ___ - -IN SEAL WHERE IT PASSES THROUGH AROUND CONDUIT WITH DUCT CO OLER WALL OR CEILING. 20. ALL EXTERIOR CONDUIT FOR WIRING SHOULD BE MINIMIZED BY ROUTING IN CEILING SPACE. NO EXTERIOR CONDUIT WILL BE ACCEPTED, U.O.N. Project 21. REFER TO THE MECHANICAL DRAWINGS FOR THE LOCATION OF THERMOSTATS, UNITS AND OTHER SPECIAL EQUIPMENT. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL CONDUITS, JUNCTION BOXES AND DISCONNECT SWITCHES, THERMOSTAT AND CONTROL WIRING. 22. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE AVAILABLE SHORT CIRCUIT CURR INALS FROM THE R MALL/SHOPPING CENTER POWER SOURCE. THE SERVICE EQUIPMENT SHALL MEET OR EXCEED THIS RATING PER N.E.C. 23. IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY, PRIOR TO ANY INDIVIDUAL CIRCUIT'S INSTALLATION, TO VERIFY WITH ALL OTHER AT THE CIRCUIT WITH DEVICES AS DRAWN IS ADEQUATE IN SIZE AND MAKE-UP FOR THE MECHANICAL AND/OR KITCHEN EQUIPMENT TO BE INSTALLED. IF ANY CONFLICT IN 111 _--v ............... ,,,,11�11111 VOLTAGE, PHASE OR LOAD IS ENCOUNTERED WHICH WOULD ALTER THE 11, .... �`P� ... /- CIRCUIT SIZE, THIS CONTRACTOR SHALL NOTIFY THE ENGINEER OR 'O 0 OWNER IMMEDIATELY. FAILURE TO DO SO SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT CIRCUIT CHANGE DIRECTLY 0 (Aug' U T ' IK: UPON THE CONTRACTOR. * . U FC� - 24. CONTRACTOR SHALL CUT AS REQUIRED TO INSTAH ELECTRICAL EQUIPMENT. REPAIR OF FLOOR OR WALLS SHALL BE COORDINATED WITH GENERAL CONTRACTOR, CONTRACTOR SHALL ALSO REPAIR ALL OPENINGS LEFT DUE TO EQUIPMENT REMOVAL. 25. ALL ITEMS IN THE NOTES, SCHEDUL.ES AND LEGEND MAY NOT NECESSARILY APPEAR ON THESE DRAWINGS. 26. ALL DIMMER SWITCHES SHALL BE "LUTRON" NT SERIES AND OF SIZE LISTED ON THE DRAWINGS. CONTRACTOR SHALL WARRANTY DIMMERS FOR A PERIOD OF 18 MONTHS FOR LABOR AND MATERIALS. ALL DIMMERS SHALL BE MOUNTED AT 54" A.F.F. Carmel, IN 27. MINIMUM WqRE SIZE SHALL BE #12 AWG AND MINIMUM CONDUIT SIZE Store # 1 513 SHALL BE 'Y+"C. ALL WIRING SHALL 13E RUN IN CONDUIT. 28. WIRING SHOWN IN THE PANEL SCHEDULE IS THE MINIMUM REQUIRED. Project Number 11242 RUNS IN EXCESS OF 90'-@- (ONE WAY) SHALL BE SIZED PER THE Drawn By TRG N.E.C. MAXIMUM 2% V.D. Checked By VRH 29. COORDINATE WITH LOCAL UTILITIES FOR THEIR REQUIREMENTS. Date 28 NOV 12 30. ALL ELECTRICAL 15A & 20a (125V) OUTLETS SHALL COMPLY W/2006 NEC 210.8 WHICH WILL REQUIRE RESTROOMS, ROOFS, MECH. ROOMS Revisions I PROTECTED, PROVIDE EITHER /B INDIVIDUAL GFI DEVICES OR GFI CIRCUIT BREAKERS. IF OUTLETS ARE IN LOCATIONS NOT READILY ACCESSIBLE 'MEN THE CIRCUIT CI & PROPERLY LABELED 0 PANEL. FOR GFCI CIRCUITS & CIRCUIT BREAKERS, PROVIDE SEPARATE & ISOLATED NEUTRAL. (VERIFY WITH LOCAL AUTHORITY HAVING JURISDIC11ON ON NEC EDITION BEING ENFORCED). 31. PROVIDE A 120 VOLT RECEPTACLE WITHIN 25 FEET OF ALL HVAC EQUIPMENTON THE ROOF. 32. THE CASH REGISTER COMMUNICATION CABLE IS FURNISHED & ACTOR. 33. SEE SHEET FS -4 FOR POWER SHEET ROUGH -IN PLAN. 34. ALL ELECTRICAL TO BE RUN OVERHEAD U.O.N. 35. DIMMER PANEL "D" AND DIMMER CONTROL STATION SHALL BE U.L. LISTED, LABELED AND MANUFACTURED BY MARLIN CONTROLS, INC. DALLAS, TEXAS. CONTACT MARLIN CONTROLS, INC. (MOE CHIGANI) (214) 553-5700, FAX (214) 553-1011. PANEL AND DIMMER CONTROL BY OWNER. E.C. TO FURNISH LABOR AND MATERIAL TO INSTALL AND PROVIDE A FULL OPERATIONAL SYSTEM. I E.C. IS TO ORDER (3) WEEKS PRIOR TO INSTALLING PANEL. 36. ALL FIXTURES TO BE PROPERLY SECURED TO PREVENT MOVING ONCE IN PLACE. 37. ALL CONDUIT (RIGID & FLEXIBLE) SHALL BE PROPERLY SECURED & Electrical Panel NOT ALLOWED TO LAY ON FLOOR, ETC. Schedules ELECTRICAL ROOF PLAN 1/4" - Vim• 14 - -- ---- ---- - I � I K2t-18,20,22- : �;i 14> !i i V : , ; - ------------------------------------------------- - ----------- -------- -------IMDP-2 I�J EF -4• L i 2 X 4 RECESSED FLUORESCENT FIXTURE - W/EMERGENCY SAFETY K1 -3k38,40 7 ® 1a FREEZER FOR LENGTH v� ! 10 i ! O EF -3 15 1 {... a1• i ._ '9 ._______...._.._____ ____ _ _.._.....__.._______ __ _ ...__ _ ----------- \ S I K1-26 t� i � ! - PORCELAIN KEYLESS LAMPHOLDER i \ + K2-7,9,11 i COOLER 9 ffi ® MDP -1 E REMOTE EMERGENCY LIGHT FIXTURE; SINGLE, DOUBLE ® EXIT LIGHT FIXTURE - WALL OR CEILING MOUNTED; DIRECTIONAL j -------------------------------------- , EF S I i KEG 5 i . .. ------------- F:COOLEk�_ ! T % K2-23,25 7 A ; BRANCH CIRCUIT CONDUIT IN OR BELOW SLAB OR ROOF v 6 EF -1 15 L JUNCTION BOX (SIZE PER N.E.C.) ® PANELBOARD j I I PUSHBUTTON START/STOP STATION, "P" INDICATES PILOT LIGHT I i COVER PLATES IN KITCHEN AREA & DARK BROWN PLASTIC IN PUBLIC AREAS. 0 DOUBLE DUPLEX (4-PLEX) RECEPTACLE, NEMA 5-20 i DUPLEX RECEPTACLE, NEMA 5-20 WITH TOP -HALF SWITCHED j I ` I ---- ----- --- --------------- ------ i SINGLE CONVENIENCE RECEPTACLE, NEMA 5-20 U.O.N.; 10"A.F.F., U.O.N. C-24 __ .._._..__—_____—.._.------------ __—__EF TELEPHONE OUTLET; 'P" INDICATES PUBLIC PHONE; 18"A.F.F., U.O.N. CLOCK OUTLET ® MANUAL MOTOR STARTER, 120 VOLT W/ OVERLOAD PROTECTION. +18"; 18"AFF HEIGHT ABOVE FINISHED FLOOR, MEASURED TO CENTERLINE OF BOX gMOTOR CONNECTION -3 STUB OUT ABOVE CEILING, INSTALL INSULATED BUSHING M --- -- { j i i EF-6: -6' 15 TYPE AND SIZE) i ! 21 I ' ; I I I ` THREE WAY, 20A/120V LIGHT SWITCH D ! i i s / SINGLE POLE, SINGLE THROW, 20A/120V LIGHT SWITCH - ,, T I I' i INDICATES 1/2"C. WITH D.C. CONDUCTORS ---------------------- ------------------------------------------------------------------------------------------- VOLUME CONTROL - J -BOX (SIZE PER SYSTEM REQUIREMENTS) FT ELECTRICAL ROOF PLAN 1/4" - Vim• 14 - -- ---- ---- - I � I K2t-18,20,22- : �;i 14> !i i V : , ; - ------------------------------------------------- - ----------- -------- -------IMDP-2 I�J ' L ` t \di\ :E.. 2 X 4 RECESSED FLUORESCENT FIXTURE - W/EMERGENCY SAFETY G{' i 1 ® M 16 `ix1i / K L8,10,12 11 _J I i ! ! e 16 ' ! I K2 -,x,4,6 EF -5 K2-16 K2-13 r I ! i !--------------------- ------------- = 1 - - -- -_ - ------ +-- ----- --------- ... =-------- --------------------------------------------- -------------_--_----------------------------------------------------------------------- I I E 1/2" MIN. CLEARANCE CUT INSULATION TO ALLOW FOR CLEARANCE IF REQUIRED. CONTINUE CI IT TO DISCONNECT TCH WATER TIGHT LB, TYPICAL GALVANIZED CONDUIT NIPPLE CAULK WITH SILICON WHERE NIPPLE EXITS FLASHING ROOF CONDUIT EM MOM PANEL. - ROOF CURB CONDUIT PENETRATION DETAIL NO SCALE CDUCT NOTE: VERIFY CONVECTION WITH MANUFACTURER PRTnR Tn MUM I ATInN ELECTRICAL GENERAL NOTES: THRU CONTACT IN DISHWASHER A. SEE SHEET E3.0 FOR PANEL SCHEDULES. CONTROL PANEL. VERIFY WITH 8. SEE SHEET FS -4 FOR DIMENSIONED ROUGH -INS & CONNECTION REQUIREMENTS. EQUIPMENT SUPPLIER. 20A 1P C. SEE E3.0 FOR GENERAL NOTES. N.O. TIMEDELAYRELAY FVNCTION. AAFTTERHDISHWASHERIS TMt RNM OFF. ELECTRICAL ROOF PLAN NOTES: 1 WEATHERPROOF, GFI OUTLET PROVIDED WITH RTU AND WIRED BY ELECTRICAL CONTRACTOR. O2 DISCONNECT SWITCH IS FACTORY INSTALLED ON UNIT, ELECTRICAL CONTRACTOR SHALL ?TER WIRE TO UNIT. IF NAMEPLATE REQUIRES FUSES, CONTRACTOR SHALL SUPPLY FUSIBLE DISCONNECT SWITCH (W.P.) SIZED AS PER MANUFACTURER'S RECOMMENDATIONS. O3 208V., 1 PH. WATERPROOF SWITCH ON ROOF FOR ICE CUBE CONDENSER. INTERCONNECT W/ ICE MACHINE PER MANUFACTURER'S REQUIREMENTS. ® ELECTRICIAN TO SUPPLY AND INSTALL CONTROLS BETWEEN CONDENSER HOOD FAN AND DISHWASHER CONTROL PANEL TO TURN FAN 'ON' WHEN DISHWASHER IS ON AND TURN FAN 'OFF' 5 MINUTES AFTER WASHER TURNS OFF. FAN SHALL ALSO RUN WHENEVER BOOSTER HEATER IS OPERATING. VERIFY ELECTRICAL REQUIREMENTS WITH THE HOOD KT. (SEE PANEL SCHEDULE) FABRICATOR'S PLAN. REFER TO DETAIL, SHEET E-1 THIS SHEET. O5 20A WP/OFCI DUPLEX MOUNTED ON CURB, WIRE TO CIRCUIT AS SHOWN. © PROVIDE POWER AND CONTROL WIRING IN EMT FROM WALK-IN COOLER, KEG COOLER, WALK-IN FREEZER AND ICE CUBE MAKERS TO RESPECTIVE REMOTE CONDENSERS. I S H WA S H E R EXHAUST FAN O7 FUSED SAFETY SWITCH NEMA 3R w/GROUDING KIT FUSED PER MFG. REQUIREMENTS. WIRING DIAGRAM NO SCALE ------------------------------------------------------------------------ --- ------------ ----------------------- I I , INDICATES "HIGH"I I ! ; RUN OF LIGHT STRIP SD -1 7 19 �r J j ! MDP -5 _._, 1 � I _ -- I _ : , ; - ------------------------------------------------- - ----------- -------- -------IMDP-2 2 X 4 RECESSED FLUORESCENT FIXTURE - WIRE TWO LAMPS "HOT" 6\ L ` t \di\ :E.. 2 X 4 RECESSED FLUORESCENT FIXTURE - W/EMERGENCY SAFETY G{' i 1 ® 1a i ...... __ .......—___._._____-___ _ -- — f i ; i ! I l ------------------------ ' I ! i ! ! FOR LENGTH DA WALL MOUNTED INCANDESCENT FIXTURE i 'MDP t;. . _.t .... `., ....._..____.._________ __..:.......... -- ___.__.I .-.-------. ..�., 1 {... a1• i ._ '9 ._______...._.._____ ____ _ _.._.....__.._______ __ _ ...__ _ ----------- \ S I K1-26 t� I..�.. - ------------------------------------------------------------------------ --- ------------ ----------------------- I I , INDICATES "HIGH"I I ! ; RUN OF LIGHT STRIP SD -1 7 19 �r J j ! MDP -5 _._, 1 � I _ -- I _ MDP -4 -- : , ; - ------------------------------------------------- - ----------- -------- -------IMDP-2 2 X 4 RECESSED FLUORESCENT FIXTURE - WIRE TWO LAMPS "HOT" \F FOR NIGHT LIGHT ® 2 X 4 RECESSED FLUORESCENT FIXTURE - W/EMERGENCY SAFETY G{' i 1 ® ' ` i1 I ! I i. I I• !----------------------------------- i ! ! I � I i ...... __ .......—___._._____-___ _ -- — f i ; i ! I l ------------------------ ' I ! i ! ! FOR LENGTH DA WALL MOUNTED INCANDESCENT FIXTURE 0 'MDP RECESSED INCANDESCENT WALLWASHER 0 2 t� CEILING FAN O PORCELAIN KEYLESS LAMPHOLDER ffi ® MDP -1 E REMOTE EMERGENCY LIGHT FIXTURE; SINGLE, DOUBLE ® EXIT LIGHT FIXTURE - WALL OR CEILING MOUNTED; DIRECTIONAL j : 1 I GROUND WIRE PER N.E.C., UNLESS OTHERWISE NOTED; CONCEALED OVERHEAD 5 OR IN WALL; ARROWS INDICATE CKT. NO'S 1, 3 AND 5 A INDICATES 3 PANEL; SLASHES INDICATE NO. OF WIRES (NOT INCLUDING GROUND); 1 NO SLASHES INDICATES TWO WIRES. REFER TO PANEL SCHEDULES FOR A NUMBER OF WIRES AND CONDUIT SIZE. BRANCH CIRCUIT CONDUIT IN OR BELOW SLAB OR ROOF v L 1 I, i//J JUNCTION BOX (SIZE PER N.E.C.) ® PANELBOARD DISCONNECT SWITCH (SEE NOTE FOR TYPE AND SIZE) p 0 PUSHBUTTON START/STOP STATION, "P" INDICATES PILOT LIGHT DUPLEX RECEPTACLE, NEMA 5-20: 18"A.F.F., U.Q.N. S.S. COVER PLATES IN KITCHEN AREA & DARK BROWN PLASTIC IN PUBLIC AREAS. 0 DOUBLE DUPLEX (4-PLEX) RECEPTACLE, NEMA 5-20 i DUPLEX RECEPTACLE, NEMA 5-20 WITH TOP -HALF SWITCHED j FLOOR BOX WITH ONE DUPLEX RECEPTACLE, NEMA 5-20, U.O.N. ! SINGLE CONVENIENCE RECEPTACLE, NEMA 5-20 U.O.N.; 10"A.F.F., U.O.N. C-24 Ili P A TELEPHONE OUTLET; 'P" INDICATES PUBLIC PHONE; 18"A.F.F., U.O.N. CLOCK OUTLET ® MANUAL MOTOR STARTER, 120 VOLT W/ OVERLOAD PROTECTION. +18"; 18"AFF HEIGHT ABOVE FINISHED FLOOR, MEASURED TO CENTERLINE OF BOX gMOTOR CONNECTION -3 STUB OUT ABOVE CEILING, INSTALL INSULATED BUSHING M --- -- — g I IL�� COMBINATION STARTER AND DISCONNECT SWITCH (SEE NOTE FOR TYPE AND SIZE) i ! 21 II' 5 j I 3 THREE WAY, 20A/120V LIGHT SWITCH D DIMMER(SEE NOTE FOR TYPE AND SIZE) P SINGLE POLE, SINGLE THROW, 20A/120V LIGHT SWITCH - ,, T I I' i INDICATES 1/2"C. WITH D.C. CONDUCTORS V❑ VOLUME CONTROL - J -BOX (SIZE PER SYSTEM REQUIREMENTS) FT TRANSFORMER Fol PUSHBUTTON BUZZER/BELL FS 1 2041 O SPEAKER I N.E.C. NATIONAL ELECTRICAL CODE DISC. SW. DISCONNECT SWITCH CKT. CIRCUIT CU, COPPER AFF ABOVE FINISHED FLOOR M.L.O. MAIN LUGS ONLY C. CONDUIT M.B. MAIN BREAKER N.I.C. NOT IN CONTRACT S.N. SOLID NEUTRAL S.B.O. SUPPLIED BY OWNER G.C. GENERAL CONTRACTOR N.F. NON FUSED M.C. MECHANICAL CONTRACTOR U.O.N. UNLESS OTHERWISE NOTED JB JUNCTION BOX E.C. ELECTRICAL CONTRACTOR GFI GROUND FAULT INTERRUPTER --------- __�. � Il ' ! i i RTU -1 i 2 ; MDP -4 -- : , ; - ------------------------------------------------- - ----------- -------- -------IMDP-2 2 X 4 RECESSED FLUORESCENT FIXTURE - WIRE TWO LAMPS "HOT" \F FOR NIGHT LIGHT ® 2 X 4 RECESSED FLUORESCENT FIXTURE - W/EMERGENCY SAFETY G{' i PACK. ® ' ` i1 I ! I i. I I• !----------------------------------- i ! ! I � I i ...... __ .......—___._._____-___ _ -- — f i ; i ! I l ------------------------ ' I ! i ! ! FOR LENGTH DA WALL MOUNTED INCANDESCENT FIXTURE 0 'MDP RECESSED INCANDESCENT WALLWASHER 0 2 t� CEILING FAN O PORCELAIN KEYLESS LAMPHOLDER ffi ® EMERGENCY LIGHT FIXTURE WITH BATTERY PACK E REMOTE EMERGENCY LIGHT FIXTURE; SINGLE, DOUBLE ® EXIT LIGHT FIXTURE - WALL OR CEILING MOUNTED; DIRECTIONAL i i : 1 I GROUND WIRE PER N.E.C., UNLESS OTHERWISE NOTED; CONCEALED OVERHEAD 5 OR IN WALL; ARROWS INDICATE CKT. NO'S 1, 3 AND 5 A INDICATES 3 PANEL; SLASHES INDICATE NO. OF WIRES (NOT INCLUDING GROUND); 1 NO SLASHES INDICATES TWO WIRES. REFER TO PANEL SCHEDULES FOR A NUMBER OF WIRES AND CONDUIT SIZE. BRANCH CIRCUIT CONDUIT IN OR BELOW SLAB OR ROOF v L 1 I, i//J \1 2 RTU -2 L 14 i ! (TYP.) ! 1 2 1RTU-3 ! �I Fi I -- -- r --� I �1 ICE WH ! i J L\ --- — i I , { I MDP -3 I I i i i i E ! i I I ! l ------ - - ---i-------------- - ... ...--------------'--- -- ---'--------'--_-_-. -- ----------------L---- ----------------- ---_- 1 ------- -----------'--- -- 1 _ D - H REFERENCE NORTH ® ICE MACHINE REMOTE CONDENSOR. 9O WALK IN COOLER CONDENSOR. 10 WALK IN FREEZER CONDENSOR. 11 KEG COOLER CONDENSOR. 12 TO BE SWITCHED W/ RESTROOM LIGHTS. SEE DETAIL ON SHEET E2.0. 13 OUTLINE OF HOOD BELOW, SEE SHEET M4.0 FOR ADDITIONAL INFORMATION. 14 ROUTE CONDUIT & WIRING BELOW ROOF & THRU CURBS OF EQUIPMENT. 15 DISCONNECT IS FURNISHED w/THE FAN, SEE SCHEDULE ON SHEET M3.0. 16 WIRED THRU HOOD WIRING CABINET 17 FIXTURE LOCATION AS INDICATED ON ARCH. ROOF PLAN (A1.3) & EXTERIOR ELEVATIONS. 18 TO DIMMER "A", TO BE "ELV" TYPE (EQUAL TO LUTRON #NTELV-600), VERIFY LOCATION W/ OWNER, USED TO CONTROL UPPER "SD1' FIXTURES. 19 TO DIMMER "B", TO BE "ELV' TYPE (EQUAL TO LUTRON #NTELV-600), VERIFY LOCATION W/ OWNER, USED TO CONTROL LOWER "SDE" FIXTURES. 20 ROUTE THRU EXTERIOR LIGHTING TIME CLOCK. 21 J -BOX FOR BUILDING SIGNAGE, VERIFY LOCATION WITH SIGN SUPPLIER PRIOR TO INSTALLING. ELECTRICAL Sl�'MBOL LEGEND ® 2 X 4 RECESSED FLUORESCENT FIXTURE } 2 X 4 RECESSED FLUORESCENT FIXTURE - WIRE TWO LAMPS "HOT" \F FOR NIGHT LIGHT ® 2 X 4 RECESSED FLUORESCENT FIXTURE - W/EMERGENCY SAFETY G{' i PACK. ® ' ` i1 I ! I i. I I• !----------------------------------- i ! ! I � I i ...... __ .......—___._._____-___ _ -- — f i ; i ! I l ------------------------ ' I ! i ! ! - H REFERENCE NORTH ® ICE MACHINE REMOTE CONDENSOR. 9O WALK IN COOLER CONDENSOR. 10 WALK IN FREEZER CONDENSOR. 11 KEG COOLER CONDENSOR. 12 TO BE SWITCHED W/ RESTROOM LIGHTS. SEE DETAIL ON SHEET E2.0. 13 OUTLINE OF HOOD BELOW, SEE SHEET M4.0 FOR ADDITIONAL INFORMATION. 14 ROUTE CONDUIT & WIRING BELOW ROOF & THRU CURBS OF EQUIPMENT. 15 DISCONNECT IS FURNISHED w/THE FAN, SEE SCHEDULE ON SHEET M3.0. 16 WIRED THRU HOOD WIRING CABINET 17 FIXTURE LOCATION AS INDICATED ON ARCH. ROOF PLAN (A1.3) & EXTERIOR ELEVATIONS. 18 TO DIMMER "A", TO BE "ELV" TYPE (EQUAL TO LUTRON #NTELV-600), VERIFY LOCATION W/ OWNER, USED TO CONTROL UPPER "SD1' FIXTURES. 19 TO DIMMER "B", TO BE "ELV' TYPE (EQUAL TO LUTRON #NTELV-600), VERIFY LOCATION W/ OWNER, USED TO CONTROL LOWER "SDE" FIXTURES. 20 ROUTE THRU EXTERIOR LIGHTING TIME CLOCK. 21 J -BOX FOR BUILDING SIGNAGE, VERIFY LOCATION WITH SIGN SUPPLIER PRIOR TO INSTALLING. ELECTRICAL Sl�'MBOL LEGEND ® 2 X 4 RECESSED FLUORESCENT FIXTURE 2 X 4 RECESSED FLUORESCENT FIXTURE - WIRE TWO LAMPS "HOT" ® FOR NIGHT LIGHT ® 2 X 4 RECESSED FLUORESCENT FIXTURE - W/EMERGENCY SAFETY PACK. ® SURFACE MOUNTED FLUORESCENT FIXTURE - SEE FIXTURE SCHEDULE FOR LENGTH DA WALL MOUNTED INCANDESCENT FIXTURE 0 RECESSED INCANDESCENT DOWNLIGHT RECESSED INCANDESCENT WALLWASHER 0 PENDANT MOUNTED INCANDESCENT FIXTURE t� CEILING FAN O PORCELAIN KEYLESS LAMPHOLDER ffi ® EMERGENCY LIGHT FIXTURE WITH BATTERY PACK 8 `W' REMOTE EMERGENCY LIGHT FIXTURE; SINGLE, DOUBLE ® EXIT LIGHT FIXTURE - WALL OR CEILING MOUNTED; DIRECTIONAL ARROWS AS INDICATED ON DRAWINGS BRANCH CIRCUIT HOMERUN TO PANELBOARD WITH CONTINUOUS GREEN GROUND WIRE PER N.E.C., UNLESS OTHERWISE NOTED; CONCEALED OVERHEAD 5 OR IN WALL; ARROWS INDICATE CKT. NO'S 1, 3 AND 5 A INDICATES 3 PANEL; SLASHES INDICATE NO. OF WIRES (NOT INCLUDING GROUND); 1 NO SLASHES INDICATES TWO WIRES. REFER TO PANEL SCHEDULES FOR A NUMBER OF WIRES AND CONDUIT SIZE. BRANCH CIRCUIT CONDUIT IN OR BELOW SLAB OR ROOF v CONDUIT STUBBED UP OR TURNING UP CONDUIT TURNING DOWN O J JUNCTION BOX (SIZE PER N.E.C.) ® PANELBOARD DISCONNECT SWITCH (SEE NOTE FOR TYPE AND SIZE) p 0 PUSHBUTTON START/STOP STATION, "P" INDICATES PILOT LIGHT DUPLEX RECEPTACLE, NEMA 5-20: 18"A.F.F., U.Q.N. S.S. COVER PLATES IN KITCHEN AREA & DARK BROWN PLASTIC IN PUBLIC AREAS. 0 DOUBLE DUPLEX (4-PLEX) RECEPTACLE, NEMA 5-20 0M DUPLEX RECEPTACLE, NEMA 5-20 WITH TOP -HALF SWITCHED Q FLOOR BOX WITH ONE DUPLEX RECEPTACLE, NEMA 5-20, U.O.N. 0- SINGLE CONVENIENCE RECEPTACLE, NEMA 5-20 U.O.N.; 10"A.F.F., U.O.N. ® SPECIAL PURPOSE CONNECTION P A TELEPHONE OUTLET; 'P" INDICATES PUBLIC PHONE; 18"A.F.F., U.O.N. CLOCK OUTLET ® MANUAL MOTOR STARTER, 120 VOLT W/ OVERLOAD PROTECTION. +18"; 18"AFF HEIGHT ABOVE FINISHED FLOOR, MEASURED TO CENTERLINE OF BOX gMOTOR CONNECTION -3 STUB OUT ABOVE CEILING, INSTALL INSULATED BUSHING M MANUAL MOTOR STARTER EQUIPMENT CONNECTION g I IL�� COMBINATION STARTER AND DISCONNECT SWITCH (SEE NOTE FOR TYPE AND SIZE) SINGLE POLE, SINGLE THROW, 26A/128V LIGHT SWITCH 2 DOUBLE POLE, SINGLE THROW, 20A/120V LIGHT SWITCH 3 THREE WAY, 20A/120V LIGHT SWITCH D DIMMER(SEE NOTE FOR TYPE AND SIZE) P SINGLE POLE, SINGLE THROW, 20A/120V LIGHT SWITCH - 'P" INDICATES PILOT LIGHT T TELEPHONE HOMERUN TO BACKBOARD SDC INDICATES 1/2"C. WITH D.C. CONDUCTORS V❑ VOLUME CONTROL - J -BOX (SIZE PER SYSTEM REQUIREMENTS) FT TRANSFORMER Fol PUSHBUTTON BUZZER/BELL FS FIRE -STAT O SPEAKER GRD. GROUND CKT. BKR. CIRCUIT BREAKER N.E.C. NATIONAL ELECTRICAL CODE DISC. SW. DISCONNECT SWITCH CKT. CIRCUIT CU, COPPER AFF ABOVE FINISHED FLOOR M.L.O. MAIN LUGS ONLY C. CONDUIT M.B. MAIN BREAKER N.I.C. NOT IN CONTRACT S.N. SOLID NEUTRAL S.B.O. SUPPLIED BY OWNER G.C. GENERAL CONTRACTOR N.F. NON FUSED M.C. MECHANICAL CONTRACTOR U.O.N. UNLESS OTHERWISE NOTED JB JUNCTION BOX E.C. ELECTRICAL CONTRACTOR GFI GROUND FAULT INTERRUPTER Seal DP3 ARCHITECTS DP3 AitMffWM LTD. 211 ft0 Broad OW" GFOWNI rs, 8C 28601 T.064.2®2AM F.664.282.?W www.DP3archN9ob con Project :OUTPA4K: Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRIG Checked By VRH Date 28 NOV 12 Revisions Electrical Roof Plan and Legend E4.0 1. GENERAL A. Contractor shall provide all necessary materials, labor, tools, transportation, superintendent and related items to install a complete and fully operative interior and exterior electrical system as specified herein, shown on the drawings and elsewhere required. B. All outlets, fixtures and equipment shall be fully connected to proper sources of power supply and left ready for use. C. Provide all excavation and tamp -backfill as required to complete work. Correct any settling during guarantee period to Owners satisfaction. D. Provide all necessary cutting and patching as required to complete work. Patching shall be done by mechanics skilled at their work. All openings shall be filled and patched to conform with fire regulations. E. Cooperate with other Trades: Make known to other trades arrangement of electrical work and examine work of other trades to avoid conflicts. Examine drawings of other trades to determine exact equipment locations. Examine manufacturers' shop drawings to determine roughing -in requirements. F. Permits - Fees - Codes: Pay all cost for permits, fees and inspections required by authorized agencies having jurisdiction over electrical work. Electrical system shall conform to requirements of National, State and Local Electric Codes, Local authorities and Utility Company. G. Equipment manufacturers listed are to indicate product quality, other manufacturers of equal quality will be acceptable upon written approval of Owner. All electrical materials shall be new, listed and labeled by UL and shall conform to industry standards, particularly NEMA, NFPA, N.E.C. & others. H. Provide typewritten directories in panel boards with clear plastic shields. Provide engraved plastic load nameplates on all disconnect switches, motor starters and control devices. I. Tests: Entire electrical system shall be fully tested and corrected of any short circuits, open grounds, faulty wiring and incorrect connections. J. Guarantee: Complete electrical system including all materials, equipment and labor shall be guaranteed for a period of one year beginning with date of acceptance of building by Owner. K. Each bidder shall, before submitting a proposal, visit and examine the site in accordance with Division 1 to satisfy himself as to materials and scope of the new construction and any difficulty attending the performance of the work. L. The submission of a proposal will be construed as evidence that such an examination has been made. Claims made subsequent to the time of submission of the proposal for labor, equipment and material required for difficulties encountered, which could have been foreseen had an examination been made, will not be recognized. M. Workmanship: Electrical equipment shall be installed in neat, workmanlike manner. Unsightly installations shall be removed or reworked at no additional expense to the Owner. SECTION 16121 - BASIC MATERIALS AND METHODS 1. GENERAL A. Section 16A applies to all work here under and shall include conduit, boxes, wire, wiring devices, lighting fixtures and related materials. 2. MATERIALS A. CONDUIT (1) Connections to equipment which shall be made with three feet flexible liquid tight conduit with liquid tight connectors. (2) Connections to recessed lighting fixtures shall be made with six feet of flexible conduit from a box. Locate box to provide relocation of fixture. (3) Intermediate grade conduit with threaded fittings shall be provided in slab -on -grade, outside building, buried below grade and in wet locations. (4) All other conduit shall be electric metallic tubing with compression type fittings. Except exterior exposed conduit shall be rigid galvanized conduit. B. BOXES (1) Concealed boxes shall be 4 inch square galvanized steel with galvanized extension rings, total depth of not less than 2-1/2 inches. (2) Surface mounted boxes shall be pressed galvanized steel, utility type. C. WIRE & CABLE (600V AND LESS) (1) The wire meeting requirements below shall be suitable for secondary power and light circuits and control circuits within the limitations of these specifications. (2) Insulated wire No. 8 AWG and larger shall be stranded. (3) All wire shall be brought to the job in unbroken packages, and shall bear the date of manufacturing and shall not be older than twelve months. (4) Type of wire shall be as follows: (a) Unless otherwise specified or indicated otherwise on drawings, all #12 and #10 wire shall be THW or THHN and all wire #8 and larger shall be THHN-THWN type. (b) Wiring adjacent to heat producing equipment shall be type AVA. (c) No wire smaller than #12 gauge shall be used, except for signal or control systems, or where otherwise indicated. Wire shall be copper, 600 volt minimum rating, except for special systems. (d) Low voltage wiring used in underground conduit and other areas subject to extreme dampness shall be RHW or XHHW type insulation. (e) Unless noted otherwise, all conductors shall be soft drawn copper conforming to the latest ASTM specifications and the latest requirements of NEC. Unless otherwise noted or specified, all insulation shall be rated 600 volt. (f) All wire shall be as manufactured by General Cable Co., Phelps Dodge, Anaconda, or a cable equivalent. (g) All wire shall be installed in conduit and color coded. All wire shall be 98% conductive copper, rated for maximum of 600 volts. D. WIRE CONNECTORS (1) Wire connectors for sized #10 AWG and less shall be "Press-Snure", Ideal"Wrap-Cap",T & B "Stakons" or 3M "Scotchlok". Connectors for wire size #8 and larger shall be T & B or Burndy methods using hydraulic presses. E. Electric Tape shall be Johns -Manville "Dutch -Brand" 3M "Scotch Branch" or Plymouth "Slipknot Brand". F. Wall switches shall be ivory or brown and shall be as follows or approved equal: (1) 20A, SP, 125/277V. Hubbell #1221. (2) 20A, 3W, 125/277V. Hubbell #1223. (3) 20A, 4W, 125/277V. Hubbell #1224. (4) 20A, SP, 125/277V. with pilot light - Hubbell #1221 -PL. (5) 20A, SP, 125/277V. weatherproof - Hubbell #1281/1795. (6) 20A, SP, 125/277V keyed switch, Hubbell #1221-L. G. Receptacles shall be ivory, except brown shall be installed to match finishes and shall be as follows or approved equal. Provide other receptacles as indicated on the drawings. (1) 20A, 125V., duplex - Hubbell #5362 (I). (2) 20A, 250V., 2W+G - Hubbell #5461. (3 50A, 250V., 3W+G - Arrow -Hart #5700, Bryant #9630FR or P & S #5950. (4) Ground Fault (20A/125V) - Hubbell #GF -5362, Provide spring loaded weatherproof covers where indicated. (5) Clock and Sign Hanger - Arrow -Hart #5708, Bryant #2828 -GS or Hubbell. H. PLATES (1) Provide face plates for all devices including wall switches, receptacles, telephone outlets and all wall outlets. Face plates shall be satin finished stainless steel in all food preparation areas , bar, support rooms (elect/rnech), offices and commercial grade smooth unbreakable plastic in Lobby/Dining, or dark brown or ivory to match devices and walls. I. LIGHTING FIXTURES (1) Lighting fixtures shall be furnished by Contractor as scheduled on drawings except for those indicated to be furnished by Owner. Contractor shall install all lighting fixtures, provide necessary mounting hardware. All recessed lighting fixtures shall be thermally protected as required by Code. J. LAMPS (1) Contractor shall fumish and install one complete set of lamps for all lighting fixtures. Provide label in each fixture indicating size and type of lamp corresponding with schedule on drawing. Size shall be marked "MAXIMUM WATTAGE". (2) Fluorescent lamps shall be standard cool white, energy efficient, manufactured by General Electric Watt Miser II. (3) Incandescent lamps shall be inside frosted with 2500 hour lamp life rated 130 volts. K. Fluorescent ballasts shall be energy efficient, manufactured by General Electric, Maxi -Miser II. Gass "P". 3. EXECU T I ON A. RACEWAY SYSTEM (1) All wire shall be (installed in a metal raceway and shall be) concealed where possible. Where necessary to expose the wiring the raceway shall be installed as inconspicuously as possible and in straight lines with 90 -degree bends, parallel with building lines. raceways square, ream smooth and make-up tight. Plug ends of raceways furring construction and swab clean before pulling wire or cable. Support raceways from building structure members only with approved fasteners designed for the purpose. (2) Raceway system shall be installed to maintain the maximum headroom with required supports for the load. All anchors, straps and clips shall be the type designed for the purpose installed in accordance with the manufacturers recommendations. Common supports shall be used for mechanical and electrical equipment by coordinating the work with all trades. (3) All electrical boxes shall be supported from building structural members independently of the conduit raceways, mechanical systems or suspended ceiling supports. Recessed boxes shall be flush with surrounding surfaces. All boxes and cabinets shall be protected during construction and shall be cleaned before pulling wire and installing devices. (4) Size of conduit shall not be less than 3/4" and not less than required by the National Electrical Code. Subcontractor shall install larger size conduits than detailed where there is an excessive length of unbroken run or an excessive number of bends. B. WIRE (1) Use only approved type wire -pulling lubricants for wire #4 AWG or larger. Splice wire only in accessible boxes. Make wire joints mechanically strong before applying the connector and where tape is used, wrap -each joint to the thickness of the original insulation. Clean and polish metallic surfaces before installing conductors. Apply pressure type lugs on stranded conductors connected to screw or bolt type connections. C. WIRING DEVICES (1) Unless noted otherwise, receptacles shall be installed 18" above the finished floor, switches shall be 48" and clock hangers 8'-0". Receptacles noted above work counters and cabinets (AC) shall be mounted above the splash back. Weatherproof receptacles shall be installed so that the cover protects the device in the open position. Provide a bonding jumper between the box and all receptacles. D. EQUIPMENT CONNECTIONS (1) Provide all necessary motor starters (verify hood fans with supplier), disconnect switches, controls, conduit, boxes, wire, etc. and connect complete to each piece of equipment requiring electrical connections indicated on the drawings. Where equipment ratings differ from that indicated, consult Owner. Consult with equipment supplier to determine rough -in requirements. Where equipment is noted as future, terminate circuit in junction box and tape ends of the conductors. E. LIGHTING FIXTURES (1) Provide all necessary mounting hardware and related items to properly install the lighting fixtures. Fixtures supported in exposed grid ceilings shall be provided with clips. Fixtures mounted in or on tile ceilings shall be aligned with tiles. Lighting fixtures shall be supported from the building structural members except for exposed grid ceilings where a ceiling supporting wire shall be provided at each fixture corner. (2) The interior lighting package in a Non -Substitute item available through Consolidated Electric Supply. Contractor is responsible for ordering, scheduling delivery and payment. Contact Lyle Davis or John Jobe (800) 486-3256 for pricing and ordering. F. CLEANING (1) All equipment including panel boards, switches, wiring devices, lighting fixtures, wall plates, etc. shall be free of corrosion, dirt, paint splatter or damage of any sort at final acceptance of the Work. Contractor shall clean, repair or replace some as instructed by the Owner before final payment. G. POWER AND LIGHTING PANELS (1) Power distribution panel "MDP" shall be Square D type I -line, Cutler Hammer, Siemans, General Electric having 3 -point catch with lockable handle. The service entrance equipment shall be UL listed and labeled for that application. Bussing shall be aluminum, tin-plated. Brace bussing for 100,000 A.I.C. (2) Lighting and power panel boards shall be Square D type NOOD, Cutler Hammer, Siemans, General Electric with looking door and flush trim. Bussing shall be aluminum, with bracing to suit interrupting rating. (3) Breakers shall be individual molded case, bolt -in style, sized as scheduled. Two pole and three pole breakers shall be common trip single pole units with handle ties are not acceptable. (4) Panels shall be flush -mounted as shown on plans. (5) Contractor to verify available fault current with utility company for proper panel asymmetrical interrupting ratings. Submit this information with shop drawings on panels, along with letter from Power Company. (6) Circuit breaker/circuit breaker combinations for series connected interrupting ratings shall be listed by UL as recognized component combinations. Any series rated combinations used shall be marked on the end use equipment along with the statement "Caution - Series Rated System. 65,000 Amps Available. Identical Replacement Component Required". (7) Meter, C.T. cabinet, service conductors and conduit, transformer, etc., shall be per local utility requirements. Coordinate service installation with local utility company, providing all needed equipment and labor. H. DIMMERS (1) Furnish when required equal to Lutron Rotary dimmers. Size as shown on plans. UL listed. Furnish with switch plate. Do not cut or reduce heat fins on dimmers. I. GROUNDING (1) Equipment Grounding: (a) The equipment grounding system shall be such that all metallic structures, enclosures, raceways, junction boxes, outlet boxes, cabinets, machine frames, portable equipment and other conductive items associated with electrical circuits operate continuously at ground potential and provide a low impedance path for possible ground fault currents. (b) Wireways, switch gear, panel boards and motor control panels shall be provided with an equipment ground bus (including lug or screw terminals) securely bonded to the enclosure. Junction boxes and other enclosures (sizes above 5d x 5") shall utilize an equipment ground bus or lug as required to securely bond the equipment ground conductor to the enclosure. (c) All branch circuits for power and light shall include a green insulated grounding conductor. The equipment ground conductor shall be electrically and mechanically continuous from the source of supply to the equipment to be grounded. (d) Lighting fixtures shall be securely connected to the equipment ground conductor. A continuous row of fluorescent fixtures mechanically joined to provide good electrical contact may be considered as one fixture with the equipment ground conductor connected at only one point. (e) Motors shall be connected to the equipment ground conductor with a conduit grounding bushing and with a bolted soldedess lug connection on the metal frame. Bolts, nuts and washers shall be bronze, cadmium plated steel, or other non -corrosive material. �f) All conduit shall be connected to the equipment ground bus by means of a grounding bushing. g) E.C. shall coordinate with cash register system supplier to clarify any grounding and/or wiring requirements. (2) System Ground: (a) The service neutral shall be solidly connected to the grounding electrode and to the incoming building water service ahead of the main cutoff valve. (b) The system's neutral shall be solidly connected to the grounding system in each distribution panel. (c) The system neutral and the equipment ground bus shall be solidly connected in all panels. (d) Low voltage transformer ground bus shall be connected to the nearest cold water pipe. (3) Installation: (a) All grounding conductors shall be sized as per the latest edition of the National Electrical Code. (b) Ground rods: Ground rods shall be the copper clad steel type and shall shall be a minimum of 8 feet n length and 3/4 inch in diameter. Ground rods shall be as manufactured by Copperweld Steel Company, or and acceptable equivalent. (c) Grounding electrode conductors shall be bare stranded copper. Equipment ground wire shall be THW insulated and shall be green in color. (d) Connections to water service shall be made with suitable ground clamp of lug connection ahead of the building meter or cutoff valve. (e) Connections to ground rods shall be made by a thermal weld or mechanical compression clamp. (f) Grounding cables embedded in the floor shall be made in rigid conduit. (g) Ground rods shall be driven full length diagonally into the earth and have a one (1) foot minimum cover. (h) All conductor connections shall be made up tight to provide continuity of metallic ground (i) Ground wires not in conduit shall be supported every five (5) feet. (4) Test: (a) The Contractor shall run a ground resistance test and if the resistance to ground is greater than 25 ohms, additional grounding electrodes shall be installed. The test shall not be made within five (5) days after a rain. (b) The Contractor shall provide Owner with a copy of the test procedure and results of the test. (c) The ground test shall be measured in the presence of an authorized representative of the Architect. No equipment shall be operated until ground potential is verified. 4. WORKMANSHIP A. All work shall be performed by workmen skilled in their trades and shall be typical of the best trade practices. SECTION 16163 - SERVICE AND DISTRIBUTION 1. GENERAL A. Scope: Section 16A applies to all work here under and shall include service, metering and distribution. B. Service: The electrical distribution is 120/208 volts, 3 phase, 4 wire 60 cycle. Contractor shall verify service voltage with Utility Company and provide necessary revisions and modifications required. Service enters space understand. C. Metering: Contractor shall provide modifications necessary metering facilities including meter socket, current transformer cabinet, conduit and other work for metering required by the local Utility Company. 2. MATERIALS A. Disconnect Switches: Shall be (heavy-duty type, NEMA HD) (normal duty type, NEMA ND) fused unless noted otherwise, designed to accept only rejection type fuses and operator interlocked with the door in the "off" position. Switches shall be manufactured by General Electric, Square D of Cutler -Hammer. B. Fuses: Shall be current limiting with 200,000 amperes interrupting capacity, UL Inc. Class RKI and shall be dual element, time delay, Class R rejection type. One wet of spare fuses shall be provided for each size and mounted in "Spare Fuse Cabinet" located at the service entrance. Fuse identification labels shall be manufactured by Sussman or Showmut. 3. EXECUTION A. Disconnect switches shall be installed 4'-0" above finished floor. All cabinets shall be vacuum cleaned before pulling wire. 4. INSTALLATION OF EQUIPMENT AND FIXTURES A. Install all equipment and fixtures forming part of the work of this section in complete accordance with the manufacturer's recommendations and all pertinent codes and regulations. Make all final connections to bar and kitchen equipment. 5. LAMPING A. Lamp all fixtures with lamps of the designed rating and pattern. 6. TESTING A. General: Upon completion of this portion of the work, furnish all equipment and personnel and conduct all test required to secure approval of the installation from all agencies having jurisdiction. B. Criteria: (1) All systems shall test free from short circuits and grounds shall be free from mechanical and electrical defects and shall show an insulation resistance between phase conductors and ground of not less than that required by the National Electrical Code. (2) All systems shall show proper neutral connections. 7. CLEANING UP A. All equipment and exposed surfaces shall be left smooth and clean. All plate work shall be polished and the entire premises shall be cleaned of unused materials, rubbish, debris and grease spots. 2 i/ I I KD2 KD2 2 11 -"� --,N N -, --. 410_��� KD2 KD2 BAR SCREEN WALL WIRING DIAGRAM NO SCALE W/ (4) 4' TRACKS NOTES: FOR ADDITIONAL INFORMATION ON SD -1 & SD -2. CONTACT: JEFF VINACHI, LC LIGHTING DESIGN (727) 638-9349 CERTIFIED LIGHTING SOLUTIONS jvinachiOdsfl.com www.dgfl.com KEN IRWIN #(727) 474-3788 kirwinOclsfl.com 2 KD1 KD1 KD1 KD1 KD1 KD1 KD1 KD1 _? ?P� \ ii t\ 11 \` \ (D-4 t t \\ \____ 30OW \� ____ 30OW ------ i /___- i i �-- 3 l� i i --- ti / iS It / FRESH WALL WIRING DIAGRAM NO SCALE KEY NOTES (FRESH WALL) LIGHTING FIXTURE SCHEDULE NEW EXTERIOR LIGHTS (ALL FIXTURES 12OV) TYP E DESCRIPTION MANUFACTURER NUMBER OF LAMPS TOTAL REMARKS QT # CATALOG N0. CATALOG NO. AND TYPE WATTS A LITHONIA SD1 120 3000K TO 5500K LEDTOLITE WARM WHITE 4 17/F -T CONTRACTOR TO PROVIDE T.B.D. KB -2 WARM WHITE LINEAR # LINE ART CLASS V3 LEDs (INCLUDED) LITHONIA ALL NECESSARY CONNEC- 120 3-F32T8SP35 LAY -IN LED "GRAZE" FIXTURE WITH T.B.D. BY MFG., SEE 2GT8332A12201/2ADDELPGM735 TORS, LEAD WIRE, HARD - 0 BATTERY PACK INSTALLED BY CONTRACTOR ALUMINUM HOUSING AND CONTENT INFORMATION SAME AS KC -1 EXCEPT FOR HEXAGON LOUVER 120 WARE AND TERMINAL SURFACE 4' TWO LIGHT WRAP AROUND WITH ACRYLLIC LENS 9" STAND OFFS LEADER THIS SHEET. SAME AS KD EXCEPT FOR LINEAR SPREAD LENS. ROTATE LENS VERTICALLY TO PROJECT LIGHT HORIZONTALLY. CONFIGURATIONS AS W RAB CABLES, JUMPER CABLES AS 120 1-175W/U SURFACE REQUIRED FOR A FULLY WP2CH175QT/SWP20FA (3) STEM BARS (12", 24" AND 36" CUT TO LENGTHS- F.V.) REQUIRED. PROVIDE FIXTURE (1) LAID -B CONNECTOR OPERATIONAL SYSTEM T.B.D. 120 WITH MOUNTING TRACK AND RECESSED IN -GROUND w/LIGHT H T.B.D. 120 50W INSTALLATION ACCESSORIES MOUNTED ON ROOF J T.B.D. SYSTEM DOES 120 56W RECESSED AS REQUIRED. D1 CON -TECH (PENDANT) CUSTOM PENDANT BY NAUTICAL FURNISHINGS, INC, MOUNTED AT 25" ABOVE TABLE TO BOTTOM OF SHADE. REQUIRE REMOTE DRIVERS. 0351MR16/C/FL40 RECESSED LOW VOLTAGE DOWNLIGHT, NOMINAL 4" APERTURE. CON -TEC CTR-302-PBLACK CTR SERIES LT2.1B USE WITH STANDARD 2 - LT2.1C SPECULAR REFLECTOR & RETURN FLANGE. PENDANT IS INTEGRATED WITH CEILING FEATURE. LAMP: EDISON QUAD LOOP LVR 316 PENDANT IS INTEGRATED WITH CEILING PANEL. A, B, AND C DESIGNATE MOUNTING HEIGHT PRESET BY NAUTICAL -3 WIRE ELV DIMMING FURNISHINGS INC. LAMP: SATCO CROWN CHROME A4019 D2 CON -TECH 120 Q35MR16/C/NSP15 RECESSED CONTRACTOR TO FIELD T.B.D. - CTR SERIES - -,) - T1 T1 -TRACK -CON -TECH MLT -4-B. (4'-0") TRACK TRIM W/ FA -16 BLACK HONEYCOMB LOUVER. VERIFY FIXTURE LENGTHS LVR 316 W2 D3 PRIOR TO RELEASE OF 120 50PAR30L/H/FL40 RECESSED HALOGEN DOWNLIGHT, NOMINAL 6" APERTURE, CON -TEC 6322 -Y -PL -PL SPECULAR CST & RA SERIES ORDER CLEAR REFLECTOR & RETURN FLANGE. RA615OVINC CONTRACTOR TO PROVIDE D4 CON -TECH 120 MOUNTING CHANNEL FOR SURFACE LOW VOLTAGE TRACK HEAD HALOGEN WALL WASH FIXTURE, FROSTED LENS, BLACK MCT SERIES WITH MLA STRAIGHT RUNS FINISH, MONOPOINT CANOPY COVER WITH INTEGRAL TRANSFORMER. SD2 CANOPY 3000K TO 5560K LEDTOLITE WARM WHITE 17/FT CONTRACTOR TO FIELD T.B.D. CON -TECH LIGHTOLIER WARM WHITE LINEAR # LINE ART CLASS V3 LEDs (INCLUDED) COMPACT FLUORESCENT DOWNLIGHT, NOMINAL 6" APERTURE, VERTICAL LAMP, VERIFY FIXTURE LENGTHS RA SERIES COOPER LED "GRAZE" FIXTURE WITH T.B.D. BY MFG., SEE SPECULAR CLEAR REFLECTOR & RETURN FLANGE, HAZE (MATTE) FIN., INTEGRAL PRIOR TO RELEASE OF LITHONIA ALUMINUM HOUSING AND CONTENT INFORMATION D6 CON -TECH ORDER 120 F18TBX/830/A/ECO RECESSED 3" STAND OFFS LEADER THIS SHEET. RL SERIES COOPER SPECULAR CLEAR REFLECTOR (CTR16422V-CLR) & RETURN FLANGE, HAZE (MATTE) CABLES, JUMPER CABLES AS RL61422VEMV LITHONIA SEE E4.0 FOR J -BOX FIN. W/ CROSS HAIR LOUVER (CTR64C-CLR). INTEGRAL BALLAST, LOCATED IN. W REQUIRED. PROVIDE FIXTURE 120 MH1SURFACE P(�INCLUD�ED) LOCATION &REMOTE WALLPACK W/ FULL CUT-OFF SHIELD & LAMP WP2CH175QTSWP2FCA WITH MOUNTING TRACK AND DRIVER LOCATION W1 HINKLEY GROUP INSTALLATION ACCESSORIES (2) 20W SURFACE DECORATIVE SCONCE IN RESTROOM, J -BOX ROUGH -IN 0 60" A.F.F. #16488Z ATLANTIS AS REQUIRED. W2 B -K LIGHTING THIN SIGN FIXTURE NOTES: 1) FIXTURES SHALL HAVE APPROPRIATE UL LABEL, DAMP, OR WET AS REQUIRED BY LOCAL CODES. 2) FIXTURES SHALL INCLUDE ACCESSORIES FOR INSTALLATION ACCORDING TO LOCAL AND NATIONAL CODES. 3) PRIOR TO ORDERING LIGHTING EQUIPMENT, THE CONTRACTOR SHALL VERIFY LOCATIONS AND RECESS DEPTHS. 4) LAMPS SHALL BE INSTALLED ACCORDING TO THE ATTACHED FIXTURE SCHEDULE. 5) CONTRACTOR SHALL VERIFY FINAL VOLTAGES AND CEILING TRIM COMPATIBILITY PRIOR TO ORDERING FIXTURES. 6) CEILING THICKNESS IN EXCESS OF 3/4" SHALL BE IDENTIFIED IN WRITING BY CONTRACTOR/ARCHITECT. 7) FIXTURES SHALL BE ORDERED WITH THE APPROPRIATE BALLASTS THAT HAVE UL AND CBM LABELS. BALLASTS SHALL CONFORM TO TITLE 24 REQUIREMENTS FOR PERFORMANCE, SWITCHING, AND WIRING (I.E. TANDEM). 8) PROVIDE APPROVED FIRE -RATED ENCLOSURES FOR LIGHTING FIXTURES LOCATED IN A FIRE -RATED CEILING. 9) WALLS DIRECTLY ILLUMINATED SHALL BE INSTALLED AND FINISHED IN A MANNER TO ELIMINATE SHADOWS OR BLEMISHES (I.E. HANG DRY 120 WALL VERTICALLY). 10) RESPOSNSIBILITY FOR EMERGENCY LIGHTING, TITLE 24 CALCULATIONS, AND CIRCUITING TO MEET CODE CONFORMANCE REMAINS WITH THE ARCHITECT AND ELECTRICAL ENGINEER AS REQUIRED BY LAW. 11) LED FIXTURES REQUIRING DIGITAL COMMUNICATION FOR COMPLETE FUNCTIONALITY SHALL BE PROVIDED WITH ALLOWANCES FOR: ROUTING AND PULLING REQUIRED DIGITAL CONTROL WIRING AS PER THE MANUFACTURE'S SPECIFICATION; TERMINATION OF DIGITAL CONTROL WIRING FOR SIGNAL TRANSMISSION; ADDRESSING, COMMISSIONING, AND VERIFICATION OF ALL LED DIGITAL CONTROLS; INTERFACE WITH DIMMING F589 HT AND CONTROL SYSTEM OR BUILDING MANAGEMENT CONTROLS AS NECESSARY. 12) FIXTURS LOCATED IN AN INSULATED CEILING AREA, SHALL HAVE AN IC HOUSING (ELECTRICAL CONTRACTOR TO COORDINATE). 13) THE ARCHITECT AND LIGHTING DESIGNER SHALL APPROVE FIXTURE SUBSTITUTIONS PRIOR TO BID. CONTRACTOR SHALL SUPPLY A SAMPLE XW AND/OR PHOTOMETRIC DATA IF REQUESTED. IF SUBSTITUTION IS REJECTED, CONTRACTOR SHALL PROVIDE SPECIFIED PRODUCT. 14) ALL FIXTURE VOLTAGES TO BE DETERMINED BY ELECTRICAL ENGINEER. NOTES: FOR ADDITIONAL INFORMATION ON SD -1 & SD -2. CONTACT: JEFF VINACHI, LC LIGHTING DESIGN (727) 638-9349 CERTIFIED LIGHTING SOLUTIONS jvinachiOdsfl.com www.dgfl.com KEN IRWIN #(727) 474-3788 kirwinOclsfl.com 2 KD1 KD1 KD1 KD1 KD1 KD1 KD1 KD1 _? ?P� \ ii t\ 11 \` \ (D-4 t t \\ \____ 30OW \� ____ 30OW ------ i /___- i i �-- 3 l� i i --- ti / iS It / FRESH WALL WIRING DIAGRAM NO SCALE KEY NOTES (FRESH WALL) LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER ALTERNATE MFG. VOLT LAMPS MOUNTING NOTES CATALOG N0. SUPPLY UL LISTED CLASS 212VDC TRANSFORMER. TYPICAL (2)5-8" LENGTHS, (2)80W MEANWELL POWER SUPPLIES KA -1 BLAIR COMPANIES: CUSTOM PART #OSH_EL_00001 LED LIGHT BAR WITH MOUNTING CLIPS AND DIMMER. 80 LUMEN/W, A LITHONIA 120 3-F32TOSP35 LAY -IN KITOHEN LAYIN 20 (1) 3 -LIGHT BALLAST KB -1 2GT8332A12201/2ADDELPOM735 CON -TECH LVR 316 -CTR 3259, SYL 20MR16/SP10/C (EXT 12V). USE WITH SOLITE MR -16 LENS KB -2 SAME AS KB -1 EXCEPT FOR LOW IRON MR -16 FROSTED LENS KB -3 AEM LITHONIA 120 3-F32T8SP35 LAY -IN KITCHEN LAYIN 2X4 (1) 3 -LIGHT BALLAST WITH "PSQ500" EMERGENCY SAME AS KB -1 EXCEPT FOR HEXAGON LOUVER 2GT8332A12201/2ADDELPGM735 CON -TECH LVR 316 WITH CTR302-B-BLK TRIM, SYL 20MR16/SP10/C (EXT 12V). USE WITH SOLITE LENS 0 BATTERY PACK INSTALLED BY CONTRACTOR D LITHONIA SAME AS KC -1 EXCEPT FOR HEXAGON LOUVER 120 2-F32T8SP35 SURFACE 4' TWO LIGHT WRAP AROUND WITH ACRYLLIC LENS LB232120GEB KD -2 SAME AS KD EXCEPT FOR LINEAR SPREAD LENS. ROTATE LENS VERTICALLY TO PROJECT LIGHT HORIZONTALLY. W RAB 120 1-175W/U SURFACE WALL AT UNDERSIDE OF PENDANT WP2CH175QT/SWP20FA (3) STEM BARS (12", 24" AND 36" CUT TO LENGTHS- F.V.) (1) LAID -B CONNECTOR G T.B.D. 120 50W RECESSED IN -GROUND w/LIGHT H T.B.D. 120 50W SURFACE MOUNTED ON ROOF J T.B.D. I 120 56W RECESSED MOUNTED 0 ROOF OVERHANG D1 CON -TECH (PENDANT) CUSTOM PENDANT BY NAUTICAL FURNISHINGS, INC, MOUNTED AT 25" ABOVE TABLE TO BOTTOM OF SHADE. 120 0351MR16/C/FL40 RECESSED LOW VOLTAGE DOWNLIGHT, NOMINAL 4" APERTURE. CON -TEC CTR-302-PBLACK CTR SERIES LT2.1B PENDANT IS INTEGRATED WITH CEILING FEATURE. LAMP: EDISON HAIRPIN 4OW LT2.1C SPECULAR REFLECTOR & RETURN FLANGE. PENDANT IS INTEGRATED WITH CEILING FEATURE. LAMP: EDISON QUAD LOOP LVR 316 PENDANT IS INTEGRATED WITH CEILING PANEL. A, B, AND C DESIGNATE MOUNTING HEIGHT PRESET BY NAUTICAL -3 + FURNISHINGS INC. LAMP: SATCO CROWN CHROME A4019 D2 CON -TECH 120 Q35MR16/C/NSP15 RECESSED LOW VOLTAGE DOWNLIGHT, NOMINAL 4" APERTURE. CON -TEC CTR-305-8-BLK T.B.D. - CTR SERIES - -,) - T1 T1 -TRACK -CON -TECH MLT -4-B. (4'-0") TRACK TRIM W/ FA -16 BLACK HONEYCOMB LOUVER. T2 LVR 316 W2 D3 CON -TECH 120 50PAR30L/H/FL40 RECESSED HALOGEN DOWNLIGHT, NOMINAL 6" APERTURE, CON -TEC 6322 -Y -PL -PL SPECULAR CST & RA SERIES CLEAR REFLECTOR & RETURN FLANGE. RA615OVINC D4 CON -TECH 120 20 WATT T4 GY6.35 SURFACE LOW VOLTAGE TRACK HEAD HALOGEN WALL WASH FIXTURE, FROSTED LENS, BLACK MCT SERIES WITH MLA FINISH, MONOPOINT CANOPY COVER WITH INTEGRAL TRANSFORMER. CANOPY D5 CON -TECH LIGHTOLIER 120 F18TBX/830/A/ECO RECESSED COMPACT FLUORESCENT DOWNLIGHT, NOMINAL 6" APERTURE, VERTICAL LAMP, RA SERIES COOPER SPECULAR CLEAR REFLECTOR & RETURN FLANGE, HAZE (MATTE) FIN., INTEGRAL RA61332VEMV LITHONIA BALLAST, LOCATED IN RESTROOMS. D6 CON -TECH LIGHTOLIER 120 F18TBX/830/A/ECO RECESSED COMPACT FLUORESCENT DOWNLIGHT, NOMINAL 6" APERTURE, VERTICAL LAMP, RL SERIES COOPER SPECULAR CLEAR REFLECTOR (CTR16422V-CLR) & RETURN FLANGE, HAZE (MATTE) RL61422VEMV LITHONIA FIN. W/ CROSS HAIR LOUVER (CTR64C-CLR). INTEGRAL BALLAST, LOCATED IN. W RAB 120 MH1SURFACE P(�INCLUD�ED) WALLPACK W/ FULL CUT-OFF SHIELD & LAMP WP2CH175QTSWP2FCA W1 HINKLEY GROUP 120 (2) 20W SURFACE DECORATIVE SCONCE IN RESTROOM, J -BOX ROUGH -IN 0 60" A.F.F. #16488Z ATLANTIS W2 B -K LIGHTING THIN SIGN 120 (2)50W M.H. SURFACE BLDG. LIGHT FIXTURE, 40 DEGREE FLOOD DISTRIBUTION, BRONZE ALUM. HOUSING 'C' MTD. TO 1" DIAM. MOUNTING ARM, CLEAR LENS, STRAIGHT MOUNT w/36" STAR STYLE I PROJECTION ARM. OF MINKA AIRE 120 2-60W CANDELABRA PENDANT 54" INDOOR/ OUTDOOR CEILING FAN W/ 5 ALL WEATHER BLACK BLADES. SUNDOWNER HERITAGE F589 HT XW LITHONIA WHITE LED EXIT WITH BATTERY PACK, KITCHEN AREA 120 INCLUDED SURFACE LMSW3R120 Q /277ELN XW2R LITHONIA WHITE LED EXIT WITH BATTERY PACK WITH 23W REMOTE CAPACITY LHQM S W 3 R 120/277 ELN 120 INCLUDED SURFACE XB LITHONIA BLACK LED EXIT WITH BATTERY PACK LOM S 3 R 120/277 EL N 120 INCLUDED SURFACE XB2R LITHONIA BLACK LED EXIT WITH BATTERY PACK WITH 23W REMOTE CAPACITY LHQM S 3 R 120/277 ELN 120 INCLUDED SURFACE EM2B LITHONIA BLACK 2 HEAD EMERGENCY UNIT (NO REMOTE CAPACITY) 120 INCLUDED SURFACE ELM28 EM2W LITHONIA WHITE 2 HEAD EMERGENCY UNIT (NO REMOTE CAPACITY) KITCHEN AREA 120 INCLUDED SURFACE ELM2W ROB LITHONIA 6V -DC INCLUDED SURFACE SINGLE HEAD GREY EMERGENCY LIGHT, EXTERIOR ELA B NX H0606 ROB2 LITHONIA 6V -DC INCLUDED SURFACE BLACK OUTDOOR TWIN REMOTE EMERGENCY HEAD, 8W 6V HALOGEN EACH ELA TNXH 06 ROG LITHONIA 6V -DC INCLUDED SURFACE GREY OUTDOOR REMOTE EMERGENCY HEAD, 8W 6V HALOGEN ELANXH0806 ROG2 LITHONIA 6V -DC INCLUDED SURFACE GREY OUTDOOR TWIN REMOTE EMERGENCY HEAD, 8W 6V HALOGEN EACH ELANTXH0806 :1 FLEXILIGHT 120 INCLUDED SURFACE ROPE LIGHT IF -66 -CL NOTES: 1. ALL FIXTURES TO BE 120 VOLT. 2. INTERIOR LIGHTING FIXTURES ARE NON -SUBSTITUTE ITEMS, 3. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ORDERING, SCHEDULING DELIVERY AND PAYMENT OF INTERIOR LIGHTING PACKAGE. CONTACT KATHY OBERNDORFER WITH REXTEL/CONSOLIDATED ELECTRIC SUPPLY AT (800) 486-3256 FOR FOR PRICING AND ORDERING. 4. VERIFY MOUNTING HEIGHT W/ OWNER PRIOR TO INSTALLATION. 1. LVT-600-C TRANSFORMER, 120 VOLT AC/12 VOLT DC. NOTE, TRANSFORMER HOUSING SHALL NOT BE USED AS A JUNCTION BOX. 2. 4' LENGTH OF LOW VOLTAGE TRACK WITH END CONNECTOR AND FOUR 50 WATT TRACK HEADS, TYPICAL OF 2 ON EACH SIDE OF WALL. 3. #10/2 MC CABLE RATED FOR 90' C, TYPICAL. NOTE THAT AS PER MANUFACTURER'S RECOMMENDATION, THE TOTAL LENGTH OF CABLE FROM EACH TRACK END CONNECTOR TO THE TRANSFORMER SHOULD NOT EXCEED 1 1 ' DUE TO VOLTAGE DROP CONSIDERATIONS. 4. 120 VOLT POWER WIRING, HOMERUN TO PANELBOARD OR CONNECTION TO ADDITIONAL TRANSFORMER. CIRCUIT TO BE MC CABLE OR WIRE IN CONDUIT, MINIMUM 2-#12, 1-#12 GROUND RATED FOR 90' C. 2 3 KEY NOTES (BAR SCREEN WALL) KD2 KD2 KD2 KD2 KD2 KD2 1. LVT-600-C TRANSFORMER, 120 _0 ^ VOLT AC/12 VOLT DC. NOTE, _-L_t�+ ' TRANSFORMER HOUSING SHALL NOT T T_ t t t t --'` BE USED AS A JUNCTION BOX. t 1 9 I I` \\ 5 i I __' -.,' 2. 4' LENGTH OF LOW VOLTAGE TRACK I 1 WITH END CONNECTOR AND TWO 50 \` \` i 11 6 WATT TRACK HEADS, TYPICAL OF 6 \ � i OR AS INDICATED. 11 •-------- �_,_'6.'--- -------_ 300W 3. #10/2 MC CABLE RATED FOR 90' C, TYPICAL. NOTE THAT AS PER D4---- - ^-\ ________ 300W MANUFACTURER'S RECOMMENDATION, ,�- THE TOTAL LENGTH OF CABLE FROM /11 ,�� t �� `\�� EACH TRACK END CONNECTOR I i ``. , �. I THROUGH JUNCTION BOX TO / / II TRANSFORMER SHOULD NOT EXCEED I / I I 11' DUE TO VOLTAGE DROP t , ' -, } CONSIDERATIONS. I _u -.ice - .. n I I KD2 KD2 KD2 KD2 KD2 KD2 4. MINIMUM 4 11/16" x 2 1/8" DEEP JUNCTION BOX. 5. WIRE NUT CONNECTION INSIDE JUNCTION BOX, TYPICAL OF 4. BAR SCREEN WALL WIRING DIAGRAM 6. 120 VOLT POWER WIRING, HOMERUN TO PANELBOARD OR CONNECTION NO SCALE W/ (6) 4' TRACKS TO ADDITIONAL TRANSFORMER. CIRCUIT TO BE MC CABLE OR WIRE IN CONDUIT, MINIMUM 2-#12, 1-#12 GROUND RATED FOR 90- C. 5. NOT ALL LIGHTS ARE USED. 6. PROVIDE BATTERY PACKS W/ REMOTE HEAD CAPABILITY ON FIXTURES AS INDICATED. 7. EMERGENCY EXIT SIGN SHALL HAVE BLACK HOUSINGS IN THE DINING, BAR & PUBLIC RESTROOMS & WHITE SHALL BE USED FOR KITCHEN & EMPLOYEE AREAS. SYMBOL NOTES: * FIXTURES WITH ENERGY SAVING LAMPS & BALLASTS. LIGHT FIXTURE SCHEDULE FIXTURE SYMBOL DESCRIPTION/COMMENTS ISA BLAIR COMPANIES: CUSTOM PART #OSH_EL_00002 LED LIGHT BAR WITH MOUNTING CLIPS AND DIMMER. 80 LUMEN/W, 4.5W, 3500K, WARM WHITE, 12VDC VOLTAGE, 110 DEGREE BEAM ANGLE, ALUMINUM EXTRUSION HOUSING. POWER SUPPLY UL LISTED CLASS 212VDC TRANSFORMER. TYPICAL (2)5-8" LENGTHS, (2)80W MEANWELL POWER SUPPLIES KA -1 BLAIR COMPANIES: CUSTOM PART #OSH_EL_00001 LED LIGHT BAR WITH MOUNTING CLIPS AND DIMMER. 80 LUMEN/W, 4.5W, 3500K, WARM WHITE, 12VDC VOLTAGE, 110 DEGREE BEAM ANGLE, ALUMINUM EXTRUSION HOUSING. POWER SUPPLY UL LISTED CLASS 212VDC TRANSFORMER. TYPICAL (4)7'-6" LENGTHS, (2)80W MEANWELL POWER SUPPLIES KB -1 CON -TECH LVR 316 -CTR 3259, SYL 20MR16/SP10/C (EXT 12V). USE WITH SOLITE MR -16 LENS KB -2 SAME AS KB -1 EXCEPT FOR LOW IRON MR -16 FROSTED LENS KB -3 0-- SAME AS KB -1 EXCEPT WITH LINEAR SPREAD LENS. ROTATE LENS VERTICALLY TO PROTECT LIGHT HORIZONTALLY. INSTALL LENS WITH TEXTURE EXPOSED ON OUTSIDE OF FIXTURE KB -4 SAME AS KB -1 EXCEPT FOR HEXAGON LOUVER KC -1 CON -TECH LVR 316 WITH CTR302-B-BLK TRIM, SYL 20MR16/SP10/C (EXT 12V). USE WITH SOLITE LENS 0 KC -4 SAME AS KC -1 EXCEPT FOR HEXAGON LOUVER KD CON -TECH MCT -2116-(B), SYL 20MR16/SP10/C (EXT 12V) WITH CLEAR LENS KD -1 SAME AS KD EXCEPT FOR SOLITE LENS KD -2 SAME AS KD EXCEPT FOR LINEAR SPREAD LENS. ROTATE LENS VERTICALLY TO PROJECT LIGHT HORIZONTALLY. INSTALL LENS WITH TEXTURE EXPOSED ON OUTSIDE OF FIXTURE KD -4 SAME AS KD -2 EXCEPT FOR SOLITE LENDS AND THE FOLLOWING ADJUSTMENTS: (3) LA50-8 ADJUSTABLE MOUNT (3) STEM BARS (12", 24" AND 36" CUT TO LENGTHS- F.V.) (1) LAID -B CONNECTOR (8) EGGYOLK LIGHTS SUSPEND FROM CEILING ABOVE KD -M ® CON -TECH MONO -POINT ADAPTOR, MLA -19-(B). SAME AS KD EXCEPT WITH LINEAR SPREAD LENS KE LED WAVES: MODEL LW20_2100_A22_E3G_W2700K - POWER SUPPLY LW20-1 1 00-A-DC81514 (NON -DIMMING MODULE) LENGTH T.B.D. - LINEAR LED SURFACE MOUNTED ADHESIVE MULTI -LAMP LED TAPE WITH REMOTE DRIVERS. 120 I DEGREE BEAM SPREAD; LAMPS 1/2" O.C., WET LISTED. OSI SUPPLIED/CONTRACTOR INSTALLED KF -1 0 (DOWN LIGHT) CON -TECH LVR 316 WITH CTR305-B-BLK TRIM - SYL 20MR16/SP10/C(EXT 12V). USE WITH SOLITE LENS LT -1 (PENDANT) CUSTOM PENDANT BY NAUTICAL FURNISHINGS, INC, MOUNTED AT 25" ABOVE TABLE TO BOTTOM OF SHADE. jj� 17 LAMP: SATCO S4500(40WA19) LT2.1A PENDANT IS INTEGRATED WITH CEILING FEATURE. LAMP: EDISON SQUIRREL CAGE LT2.1B PENDANT IS INTEGRATED WITH CEILING FEATURE. LAMP: EDISON HAIRPIN 4OW LT2.1C PENDANT IS INTEGRATED WITH CEILING FEATURE. LAMP: EDISON QUAD LOOP LT PENDANT IS INTEGRATED WITH CEILING PANEL. A, B, AND C DESIGNATE MOUNTING HEIGHT PRESET BY NAUTICAL -3 + FURNISHINGS INC. LAMP: SATCO CROWN CHROME A4019 LT -4 r _`,� T.B.D. - �� - -,) - T1 T1 -TRACK -CON -TECH MLT -4-B. (4'-0") TRACK T2 T1 -TRACK -CON -TECH MLT -6-B. 6'-0" TRACK W2 WALL MOUNTED LIGHT FIXTURE (EXTERIOR) 11 ... .. V �. - bin 9P, m)ffl v a. 1. So.� 1 5 uthland Drive - Lexington, KV 40503 858-278-2006 - 859 -278-2901 Facsimile Seal DP3 ARCHITECTS DP3 ARCHMBM, LTD. 211 Eat Broad Street Grewwglla, 8C 26901 T.9942M.SM F.9IIII&M.7i387 www.DPBarddeall own Project :OUTPA4K: Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By TRG Checked By VRH Date 28 NOV 12 Revisions Electrical Specifications & Light Details E5.0 BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT SECTION 00100 - INSTRUCTIONS TO BIDDERS 1. AIA Document A701, 1987 Edition, "Instructions to Bidders", are included as part of these specifications same as if herein reprinted in full. a. A copy of AIA A701, 1987 Edition, may be obtained from the Owner, Architect, or directly from the American Institute of Architects, 1735 New York Avenue N.W., Washington, D.C. 20006. SECTION 00120 - SUPPLEMENTARY INSTRUCTIONS TO BIDDERS The following supplements modify, change, delete from, or add to the instructions to Bidders (AIA A701, 1987 Edition). Where any article of the instructions to Bidders is modified or any paragraph, subparagraph, or clause thereof is modified or deleted by these Supplemental Instructions, the unaltered provisions of the article, paragraph, subparagraph, or clause shall remain in effect. 1. Article 1, Paragraph 1.8; add: Bidding is by invitation, from the Owner, only. 2. Article 1, add Paragraph 1.10: 1.10: The term "Architect" as used herein, shall be construed to mean the "Owner", as the Owner will administer the bidding procedures. 3. Article 3, Paragraph 3.1.1: Owner will provide each invited Bidder one (1) set of the Bidding Documents. Extra sets may be requested from the Owner at a non-refundable cost 4. Article 4, Paragraph 4.1.1 delete and insert the following: 4.1.1: Bids shall be submitted on forms identical to the Bid Form provided by the Owner, one (1) original with original signature(s). Bids transmitted via facsimile provided they are received by the prescribed deadline, are acceptable. Originals shall be sent by overnight service for next day delivery. 5. Article 4, Paragraph 4.2: Delete this paragraph in it's entirety, as no bid security will be required. 6. Article 4, Paragraph 4.4.1: The "stipulated time period" shall be construed as 45 calendar days. 7. Article 5, add paragraph 5.3.3: 5.3.3: Voluntary alternates, if offered by the Bidder, will not be considered in determining the lowest responsible Bid. However, the Owner reserves the right to accept or reject any or all voluntary alternates, prior to award of contract. 8. Article 6, Paragraph 6.2: Delete this paragraph in it's entirety. 9. Article 7, Paragraph 7.1.1: Bond requirement will be an option reserved by the Owner. 10. Article 7, Paragraph 7.2.2: cc Delete "Unless otherwise provided", and substitute; "Unless otherwise acceptable to the Owner". SECTION 00300 - BID FORMS C 1. The form of proposal will be furnished separately by the Owner. TL $ SECTION 00700 - GENERAL CONDITIONS c '2 1. AIA Document A201, Latest Edition, "General Conditions of the Contract for Construction" are included as part of these specifications same as if herein reprinted in full. i a. A copy of AIA A201, latest edition, may be obtained from the Owner, Architect, or directly from the American N Institute of Architects, 1735 New York Avenue N.W., Washington, D.C. 20006. 3 SECTION 00800 - SUPPLEMENTAL CONDITIONS .c 3 The following supplements modify, change, delete from, or add to the General Conditions (AIA A201, latest edition). Where any article of the General Conditions is modified or any paragraph, subparagraph, or clause thereof is modified or deleted by these � Supplemental Conditions, the unaltered provisions of the article, paragraph, subparagraph, or clause shall remain in effect. 'o Q 1. Article 4, Paragraph 4.2.1; delete and substitute: N 4.2.1: All references used throughout these documents requiring the Architect to act, approve, observe or otherwise 0 use his professional judgment regarding this project, will become the sole responsibility of the Owner, who may A C consult with the Architect on periodic basis as the Owner deems necessary to assure compliance with the Contract cu C Documents. C 0 2. Article 7, Paragraph 7.3.6 is further clarified as follows: 0 2 When the Owner authorizes the Contractor to perform changes or additions involving extra labor and material, and if the Contractor is directed to proceed on the basis of the actual cost of labor and material by Change Order, the following allowances will be allowed for Overhead (including Bond and Insurance) and Profit. d 16- J (1) For the Contractor; Net 10%. 0 1 . U (2) Extra work covered by unit prices as requested in the Bid Form, including Contractor's overhead and profit. L (3) Superintendent's time shall not be included in T & M extra work. Q M 3. Article 8, Paragraph 8.3.4: 0 0 8.3.4: The Contractor shall have no claim for an extension of time unless such time is stated on the face of a written C Change Order and approved and accepted in writing by the Owner on such Change Order. Any attempted reservation & by the Contractor of the right to subsequently claim any extension of time not stated on the face of a written Change 2 Order approved and accepted by the Owner shall be null and void. Q. 4. Article 9, add Paragraph 9.3.1; add the following: N M Payment requests must be received by the Owner no later than the 26th day of each month, and must be v) accompanied by a lien waiver in full for each participating contractor, subcontractor, and supplier seeking payment. 0 The Owner will not be required to make any payment without the required lien waivers. T 5. Article 9, Paragraph 9.4: 1 Delete this paragraph in it's entirety. -r- 16- t` 6. Article 9, Paragraph 9.6.1; delete and substitute: rn 9.6.1: Upon receipt of Contractor's Application for Payment, the Owner will make such payment to the Contractor O within 15 days or as soon as practical thereafter. U 7. Article 9, Paragraph 9.10.5 and 9.10.6:: 9.10.5: Before the Owner issues final payment hereunder, the Contractor shall submit to the Owner; (a) an affidavit that all payrolls and bills for material and equipment, and other indebtedness connected with the Work for which the Owner or it's property might in any way be responsible, have been paid or otherwise satisfied, (b) the consent of surety to final payment; and (c) if required by the Owner, other data establishing payment or satisfaction of all such obligations, such as receipts, releases and waivers of liens arising out of the Contract Documents, to the extent and in such form as may be designated by the Owner. If any Subcontractor and/or Materialman refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond, at it's expense, satisfactory to the Owner to indemnify the Owner against such lien. If any such lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all monies that the Owner may be compelled to pay in discharging such lien, including, without limitation, all costs and reasonable attorneys' fees. 9.10.6: All waivers and subordination agreements required hereunder shall be in the form acceptable to the Owner. 8. Article 11; delete first Paragraph 11.1.1 beginning with "The Contractor..." and ending with "...be liable.", and substutute the following: 11.1.1: Prior to the commencement of the Work, the Contractor shall procure, and the Contractor shall maintain, all insurance required under this Paragraph 11.1. The Contractor shall require each Subcontractor to provide coverage adequate to protect Subcontractor and it's employees. If the terms of coverage of such policies are unacceptable to the Owner, the Contractor and/or Subcontractor shall revise the coverage or obtain additional coverage as reasonably requested by the Owner. Owner's approval of Contractor's and any Subcontractor's insurance shall not relieve or limit their liability under the Contract Documents. In the event of the failure of the Contractor to furnish and maintain such insurance, then the Owner shall have the right, but not the obligation, to take out and maintain such insurance for and in the name of the Contractor, and the Contractor shall pay the cost thereof and furnish all necessary information to permit the owner to take out and maintain such insurance for the account of the Contractor. The Contractor shall not allow any Subcontractor to commence work on it's subcontract until all insurance required of the Subcontractor have been obtained. The Contractor shall purchase and maintain such insurance and will protect it from claims set forth below which may arise out of or result from the Contractor's operations under the Contract Documents, whether such operations be by the Contractor or by the Subcontractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable. 9 Article 11; delete Paragraph 11.1.2 and substitute the following: 11.1.2: The liability insurance purchased and maintained by the Contractor pursuant to this Paragraph 11.1 shall include the types and be in the minimum amounts as follows: (a) Workman's Compensation (i) Workers' or workmens' compensation - maximum permitted by statue, unlimited if permitted,- (ii) ermitted;(ii) Employer's Liability - $1 Million. (b) Comprehensive General Liability Bodily injury and property damage having a combined single limit of $1 Million and including the following coverages: (i) Comprehensive Form; (ii) Premises - Operations; (iii) Explosion and Collapse Hazard; (iv) Underground Hazard; (v) Products - Completed Operations Hazard (which must be maintained for 2 years commencing with issuance of the final Certificate of Payment); (vi) Contactual Insurance; (vii) Broad Form Property Damage (extended to apply to completed operations); (viii) Independent Contractors; (ix) Personal Injury (with employees and contractual exclusions deleted); (c) Automobile Liability (Comprehensive Form, insuring Contractor for operations of all owned, hired, and non -owned vehicles) limit of $1 Million. (d) Umbrella Excess Liability. 10. Article 11, Paragraph 11.3: Delete all references to Owner furnished property insurance. The Owner shall furnish Builder's Risk Insurance, including the perils of fire, extended coverage, vandalism, and mischief in an amount of not less than 100% of the insurable value of all the work, and the coverage written on Builder's Risk Coverage Form CP0020, including Causes of Loss Basic Form CP1010 or Causes of Loss - Broad Form CP1020 or Causes of Loss - Special Form CPI 030, or an acceptable inland Marine "All Risk" Installation floater form, with a company authorized to do business in the state in which the project is located. 11. Article 12, add paragraph 12.2.2.1: 12.2.2.1: If during the Contractor's one (1) year warranty after completion the Owner requests that test be performed to determine if corrections in the Work need to be made, the expense of such tests shall be borne by (a) the Owner, if the results of the tests indicate that no corrections are necessary, or (b) the Contractor, if the results of the test indicate that corrections are necessary. 12 Article 13, paragraph 13.6.1: 13.6.1: Interest rate shall be ten percent (10%). DIVISION 1 - GENERAL REQUIREMENTS SECTION 01005 - ADMINISTRATIVE PROVISIONS 1. Work of this Contract comprises general construction, site improvements, mechanical, and electrical for Outback Steakhouse, located as identified on the Contract Drawings. 2. Schedule the work to accommodate Owner's operations during the construction period. 3. Confine operations at the project site to areas permitted by law, ordinances, permits, and the Contract Documents and do not unreasonably encumber the site with any materials or equipment. 4. Cooperate and coordinate with other contractors as required in the General Conditions. 5. Establish all grades, lines, and levels necessary for execution of work including location of property lines and bench marks shown on drawings. a. Verify all grades, lines, levels and dimensions shown on the drawings and report any errors or inconsistencies in same to the Owner for correction before starting work. b. Protect all property pins, markers, and monuments from being disturbed. Disturbed pins, markers, or monuments shall be promptly replaced by a registered land surveyor at Contractor's expense. 6. Building permit fee shall be paid by Owner including other fees, costs, and taxes for permits, licenses, utility connections and meters. a. Water tap and sewer tap fees will be paid by Owner. 7. For products or execution requirements specified by association or trade standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable code. a. The date of the standard is that in effect as of the bid date, except when a specific date is specified. 8. Manufacturer's specifications, recommendations, instructions or other data referenced shall be construed as data contained in manufacturer's printed publications current as of the bid date, except when a specific date is specified. SECTION 01 01 5 - OWNER FURNISHED ITEMS AND EQUIPMENT 1. Items shown or noted "buy outs" or "by others" on the drawings and/or in the specifications shall be furnished and installed by Owner under separate contract, except as described hereinafter. The Contractor shall receive, unload as required, store and be responsible to the extent of carrying necessary insurance to cover the items in case of theft, fire, loss, and malicious damage. Included in this category are; a. Kitchen and bar equipment, including walk-in-cooler/freezer with attendant refrigeration equipment. This equipment shall be furnished, unloaded, assembled and set in place under separate contract with rough -ins and final connections by Contractor. b. Stainless steel fabrication including counter tops, wall panels, and corner guards, furnished and installed by Owner's Food Service Contractor with final connections by Contractor. c. All loose furnishings such as booths, tables, waitress stations, hostess stand, chairs, and waiting benches. d. Bar die inside panel will be shipped to job for installation by Contractor. Exterior panels, bar top, and foot rail installed by Owner's millwork contractor. e. Kitchen exhaust hoods, fans, and fan curbs furnished by Owner and installed by Contractor. f. Security system. g. Sound system. h. Wood flooring (if noted). i. Safe. j. Exterior signage and accent lighting (Owner installed wired by Contractor). k. Hood fire suppression system. 2. Owner will provide the Contractor with a listing of suppliers, addresses, and contacts for Owner-furnished/Contractor-installed equipment. 3. Contractor shall provide all rough -in services and make all final connections. Contractor shall be required to request shop drawings, catalog cuts, schedules, etc., from the Owner, as necessary to properly coordinate utility connections, preparations, roof openings, and equipment supports to accommodate actual furnished items and equipment. 4. Contractor shall designate a competent individual on the job site staff as his "authorized representative" for Owner -Furnished equipment. This individual will be responsible for furnishing information on desired delivery schedules, proper receipt and reporting of all shipments received as described hereinafter, and shall be responsible for proper storage and handling of the equipment at all times. SECTION 01070 - CUTTING AND PATCHING 1. Executing, cutting (including excavating), fitting or patching of work, required to: a. Make several parts fit properly. b. Uncover work to provide for installation of ill-timed work. c. Remove and replace detective work. d. Remove and replace work not conforming to requirements of Contract Documents. e. Remove samples of installed work as specified for testing. 2. Execute cutting and patching by methods which will prevent damage to other work and will provide proper surfaces to receive installation of repairs and new work. 3. Employ original installer to perform cutting and patching for exposed finished surfaces. 4. Refinish entire surface as necessary to provide an even finish. a. Continuous surfaces: To nearest intersection. b. Assembly: Entire refinishing. SECTION 01200 - PRECONSTRUCTION MEETING 1. Owner will administer per -construction conference for execution of Owner -Contractor Agreement and exchange of preliminary submittals. 2. Owner will administer mobilization at project site for clarification of Contractor responsibilities in use of site and for review of administrative procedures. 3. Attendence: Job superintendent, representative of the Contractor's home office, major subcontractors and suppliers, and Owner representative. Others as appropriate to agenda topics. 4. Suggested Agenda: Review progress schedule and adjustment thereto, delivery schedule, submittal, maintenance of quality standards, pending changes and substitution and other items affecting progress of work. 5. Contractor shall schedule, organize and chair any subsequent Project Meeting during normal working hours. SECTION 01300 - SUBMITTALS 1. Deliver submittals to Owner's Project Manager, unless otherwise directed. 2. Identify submittals with Contractor's name, project name/location and date of submittal. 3. Make any corrections to the submittals required by Owner and resubmit until approved. Direct specific attention in writing to revisions on re -submittals other than the corrections requested by Owner on previous submittals. 4. Construction Schedule. a. Within ten (1 0) days after execution of the Contract or the date of written notice to commence the work, which ever is earlier, submit three (3) copies of a detailed construction schedule for approval. b. Schedule shall graphically show the relationship and interdependence of all activities necessary to fully complete the work and shall show the sequence in which each activity is to be accomplished. The detail of information shall be such that duration times of activities shall normally range from one (1) to fifteen (1 5) days. c. Schedule shall give description of each activity, show its duration in calendar days and reference its start and finish dates to calendar dates. 5. Shop Drawings and Samples a. Submit all drawings, diagrams, illustrations, schedules, performance charts, instructions, specifications and other product data illustrating portions of the work as required by the specification sections. Such submittals, whether or not referred to as shop drawings, shall comply with the requirements for shop drawings herinafter prescribed. Unless otherwise noted in the specifications sections, subrrlit a minirppm of throe (31 sets of shop drawings to Owner. Two (2) sets will be returned to Contractor unless otherwise requested. No draw will be accepted until all shop drawings have been submitted. b. Unless the precise color and pattern is specifically specified in the specifications sections, and whenever a choice of color or pattern is available in a specified product, submit accurate color and pattern charts and samples for review and selection. c. Review, stamp with Contractor approval, signature, and submit within thirty (30) days after execution of the Contract or the date of written notice to commence the work, whichever is earlier, all shop drawings and samples. Shop drawings or samples submitted without Contractor's approval stamp will be returned without review . Submit shop drawings and samples in an orderly sequence so as to cause no delay in the work or in the work of other contractors. d. Shop drawings and samples will be reviewed and approved by Owner to determine in general if they are in compliance with the Contract Documents. Such approval shall not relieve the Contractor of responsibility for any deviations from the requirements of the Contract Documents nor from the responsibility for errors or omissions in the shop drawings or samples. e. Do not commence any portion of the work until the submittal has been approved as prescribed herein. All such portions of the work shall be in accordance with approved shop drawings or samples. 5. Schedule of Values a. Submit a schedule of values for various portionsaf the work within ten (10) days after execution of the Contract or the date of written notice to commence the work, whichever is earlier. Show the amounts of the Contract Sum allocated to each portions of work, on AIA G702. 7. Certificates of Compliance a. Submit in duplicate, certificates of compliance for each product specified, prior to installation of the applicable product. b. Certificates of compliance shall include certified laboratory test reports, manufacturer's certificates or other evidence sufficient to verify compliance with the products specified. SECTION 01400 - QUALITY CONTROL 1. Perform work in the most workmanlike manner and according to best standard practices. All work shall be free from faults and defects in workmanship. 2. Contractor shall be solely responsible for quality control of the work and shall maintain quality control over suppliers, manufacturers, products, services, site conditions and workmanship, to produce work of specified quality. 3. Testing and inspection where required by the specification sections, shall comply with the specific requirement of the applicable specification section and the general requirements contained herein. 4. All testing and inspection whether required by the specification section or by laws, ordinances, rules, regulations, codes or order of any public authority having jurisdiction or whether performed by Contractor for quality control shall be at contractor's expense unless otherwise indicated in the Contract Documents. 5. Where the specifications sections require testing or inspections by a testing laboratory, engage a reputable, independent testing laboratory specializing in the required services unless the testing or inspection is indicated as furnished by Owner. Testing laboratory shall be approved by the Owner. 6. Secure required certificates of testing, inspection or approval and promptly deliver to Owner. 7. Promptly replace or correct all work found not to be in compliance with the requirements of the Contract Documents and the requirements of any public authority having jurisdiction so as not to delay the work or the work of other contractors regardless of how such failure to comply may be revealed. Replacement and correction shall be expedited as required to maintain interim contract completion dates and the full completion date. SECTION 01500 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 1. All temporary facilities and services shall be furnished in strict accordance with existing governing regulations. 2. Sanitary Facilities: The Contractor shall be provide temporary sanitary facilities for the workmen. 3. Water Facilities: The Contractor shall furnish and pay for temporary water for the purpose of construction as required. 4. Temporary Heat: The Contractor shall furnish, install and maintain temporary heat as work requires. This temporary heat shall provide a temperature differential of approximately 40 degrees F using portable space heaters. 5. Power and Light: a. The Contractor shall arrange for temporary power for tools and lights as required, to the construction site. b. Cost of the electrical power consumed for the temporary service for tools and lights, shall be borne by the Contractor, Cost of distributing power to the construction site shall be borne by the Contractor. 6. Remove all temporary facilities upon completion of the work or when no longer required. 7. Provide plumbing, temporary drainage, water diversion, weather protection and controls as required to ensure no delay in the work or the work of other contractors. 8. Field Office shall be provided by Contractor with (2) telephones, (1) Fax and (1) portable, heating, and cooling. Location shall be at the Owner's discretion. SECTION 01600 - MATERIALS AND EQUIPMENT 1. Where acceptable manufacturers are listed in the specification sections, obtain materials and equipment in compliance with the requirements specified from one of the manufacturers listed. 2. Components required to be supplied in quantity within a specification section shall be the same, supplied by same manufacturer and shall be interchangeable. 3. All materials and equipment shall be new, unless otherwise specified, and of first class quality, free from any faults or defects including blemishes, dents, imperfections, rust, and stains, Do not incorporate faulty or defective materials or equipment into the work. 4. Handle and store materials and equipment in accordance with manuiticturers' and suppliers' recommendations and store packaged materials and equipment in original, undamaged condition with manufacturer's label and seals intact. 5. No substitutions for the materials and equipment specified shall be made unless written approval has been given as required in the General Conditions by Owner. Substitutions will be considered only if Owner receives the advantage of lesser cost with no decrease in quality, or earlier completion date or both. SECTION 01700 - CONTRACT CLOSEOUT 1. During the progress of the work maintain a set of drawings at the project site for preparing record drawings. Neatly record all changes in the work and record specific locations of work shown schematically on the drawings. In addition, record the following on mechanical and electrical drawings: a. Location of concealed water and electrical services, water piping, sewers, wastes, vents, ducts, conduit, and other piping by indication of measured dimensions to such line from readily identifiable walls or corners of buildings. b. Invert elevations of sewers and top of water lines. 2. Submit the record drawings to Owner for approval with the Punch List and written notice that the work is ready for verification of substantial completion required in the General Conditions. If the Owner determines that the drawings are incomplete or incorrect in any way, he will advise the Contractor of the required corrections and the Contractor shall promptly submit corrected drawings. Record documents shall be delivered to the Owner prior to final payment for the work. 3. Prepare three (3) complete sets of manuals containing the manufacturer's instructions for operation and maintenance of each item of equipment, apparatus and operational system furnished under the Contract and any additional data specifically required in the specification sections. a. Manuals shall be bound with covers of durable material, arranged in the sequence of the specification sections and shall include the following: 1) Neatly typewritten index. 2) Complete instructions regarding operation, service and maintenance including lubrications, disassembly, and reassembly. 3) Complete nomenclature of all parts and part numbers of all replaceable parts. 4) Complete list of sources to be contacted for service and replacement parts including names, addresses and all other pertinent data regarding procurement procedure. 5) Copy of all required guarantees and warranties. 6) Manufacturer's bulletins, cuts, and description data clearly indicating the precise items included in this installation and deleting, or otherwise clearly indicating, all manufacturers' data with which this installation is nor concerned. 7) Any other data required in the specification sections. b. The operating and maintenance manuals shall be delivered to the Owner prior to final payment for the work. c. If requested by Owner, provide physical demonstrations and oral instructions for the operation of equipment, apparatus, and operational systems furnished under the Contract. Such demonstrations and instructions shall be given to the Owner and/or others as Owner may choose. 4. In addition to the information listed in Item 3, the Contractor shall include in the project manual the following: a. General Contractor's 1 -year written guarantee. b. All final lien waivers. c. Copy of Certificate of Occupancy. d. Copy of signed off permit card. e. List of subcontractors with names of contact person and phone numbers. f. Soil poisoning warranty. g. Roof warranty. h. All test results (soils, concrete, etc.). i. As -built drawings. 5. Assemble all guarantees, warranties and assignments thereof as required by the General Conditions and the specifications sections. The guarantees, warranties and assignments shall be delivered to the Owner prior to final payment for the work. SECTION 01 71 0 - CLEANING 1. All cleaning shall be the responsibility of the Contractor unless specifically noted otherwise. 2. Maintain premises and public properties free from accumulations of waste, debris and rubbish caused by operations. 3. At completion of work, remove waste materials, rubbish, tools, equipment, machinery and surplus materials and clean all sight exposed surfaces. Leave project clean and readv for occuoancv. 4. Maintain project in accordance with the Occupational Safety & Health Act of 1970, as amended, in terms of clean-up. 5. Conduct cleaning and disposal operations to comply with local ordinances and anti -pollution laws. a. Do not burn or bury rubbish and waste materials on project site. b. Do not dispose of volatile waste such as mineral spirits, oil or paint thinner in storm or sanitary drains. 6. During Construction a. Execute cleaning to ensure that roadway, walks, ground and public properties are maintained free from accumulations of waste materials and rubbish. b. Wet down dry materials and rubbish to lay dust and prevent blowing dust. c. Provide on-site containers for collection of waste materials, debris, and rubbish. d. Remove waste materials, debris and rubbish from site and legally dispose of at public or private dumping area off Owner's property. 7. Accumulation of loose material, trash, rubbish, and debris will not be permitted. 8. Each container shall be required to dispose of waste materials on a regular basis. 9. Final Cleaning a. In preparation for occupancy, conduct final inspection of sight -exposed interior and exterior surfaces and of concealed spaces. b. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign material from sight -exposed interior and exterior finished surfaces; polish surfaces so designated to a shiny finish. c. Repair, patch, and touch up marred surfaces to specified finish, to match adjacent surfaces. d. Remove all foreign materials from roof and site area. e. Perform all final cleaning, including the following: 1) Employ experienced workmen or professional cleaners for fina cleaning. 2) Wash and clean all glass, removing labels and paint. 3) Broom clean paved surfaces; rake clean other surfaces of grounds. 4) Clean all floor or dirt and dust. f. Respective contractors shall perform cleaning of their equipment. g. All strainers and floor drains in respective pipe work shall be cleaned. h. Replace burned out or inoperative lighting lamps. i. Owner will assume responsibility for cleaning as of time designated on Certificate of Final Acceptance, Conditional Acceptance or partial occupancy, whichever is first, for Owner's acceptance of Project or portion thereof. DIVISION 2 - SITE CONSTRUCTION Refer to Civl Drawings for additional site work specifications. SECTION 02520 - DECORATIVE PORTLAND CEMENT CONCRETE PAVING PART 1 -GENERAL 1.01 SUMMARY A. This section specifies exterior portland cement paving for Walkway and Patio surfaces having Stamped Finishes, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes. B. See Division 2, Section "Earthwork" for drainage fill under slabs -on -grade. C. See Division 5, Section "Metals" for Structural Steel. 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): Listed standards, latest edition. B. American Concrete Institute (ACI): Listed standards, latest edition. C. Concrete Reinforcing Steel Institute (CRSI): Listed standards, latest edition. 1.03 SUBMITTALS A. Product Data: Submit product data for proprietary materials and items, including reinforcement and forming accessories, admixtures, joint systems, curing compounds, dry -shake finish materials, and other materials foreach type of product. B. Design Mixtures: Submit design mixes for each concrete mixture. C. Shop Drawings: Submit shop drawings indicating joint spacing and location. D. Laboratory Test Reports: Submit two (2) copies of laboratory test reports for evaluation of concrete materials and mix design tests. E. Certificates: Material Certificates shall be signed by manufacturer and Contractor certifying that each material item complies with or exceeds requirements. Provide certification from admixture manufacturer that chloride content complies with requirements. 1.04 QUALITY ASSURANCE A. Installers Qualifications 1. Engage an experienced installer/applicator who is company trained by the tool manufacturer specializing in decorative concrete work, and has completed work similar in material, design and extent to that indicated for this Project, and whose work has resulted in construction with a record of successful in-service performance. B. Manufacturer Qualifications 1. A firm experienced in manufacturing ready -mixed concrete products and that complies with ASTM C 94 requirements for production facilities and equipment. 2. Manufacturer must be certified according to the National Ready Mixed Concrete Association's Certification of Ready Mixed Concrete Production Facilities C. Concrete Testing Service 1. Engage a qualified independent testing agency to perform materials evaluation tests and to design concrete mixes. D. Field -Constructed Mockup 1 . Prior to installation of colored concrete and stamped concrete paving, erect sample in place to further verify selections made for color and textural characteristics, under sample submittals to represent completed work for qualities of appearance, materials and construction; build mock-ups to comply with the following requirements: cast a minimum of 8' x 8' mockup to demonstrate typical joints, surface finish, texture, color, and standard of workmanship. 2. Primary Color: Maplewood. Secondary Color: Redwood. 3. Texture / Pattern: Notched Old English Ashlar Slate. E. Source Limitations 1. Obtain each type of class of cementitious material of the same brand from the same manufacturer's plant, match aggregate from one source and each admixture from the same manufacturer.. F. Pre -installation Conference: Conduct conference at Project site. 1.05 PROJECT CONDITIONS A. Traffic Control: Maintain access for vehicular and pedestrian traffic as required for other construction activities, per state and local standards. PART 2 - PRODUCTS 2.01 FORM FACING MATERIALS A. Form materials: Plywood, metal, metal -framed plywood or other acceptable panel -type materials to provide full -depth, .. continuous, straight, smooth exposed surfaces. 1. Use flexible or curved forms for curves of a 100 foot or less radius. 2.02 STEEL REINFORCING A. Materials 1. Reinforcing Bars and Tie Bars: ASTM 615, Grade 60, deformed. 2. Joint Dowel Bars: Plain steel bars, ASTM A 615, Grade 60. Cut bars true to length with ends square and free of burrs. 3. Hook Bolts: ASTM A 307, Grade A Bolts, internally and externally threaded. Design hook bolt joint assembly to hold coupling against pavement form and in position during concreting operations, and to permit removal with damage to concrete or hook bolt. B. Fabrication 1. Reinforcing shall be fabricated in accordance with CRSI's "Manual of Standard Practice". 2.03 REINFORCEMENT ACCESSORIES A. Bar Supports 1. Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice". 2. For concrete exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic -protected or CRSI Class 2 stainless-steel bar supports. 2.04 CONCRETE MATERIALS A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and sources, throughout Project. 1. Portland Cement: ASTM C 615, Type F. a. Fly Ash: ASTM C 618, Class C. The amount of Flyash shall not exceed 15 -percent of the cementitious material in the mix. Flyash shall not be utilized in concrete placed during cold weather placement. B. Normal -Weight Aggregates: ASTM C 33, graded, 3/4 -inch nominal maximum coarse -aggregate size. C. Water: Potable. Seal NOV 3 0 2012 DP3 ARCHITECTS DP8 A MMCM. LTD. 211 Fhad8road Bard Gre nrNlo, SC 20631 T. 894.299.8900 F. 864=.7697 www.DP3ard t ah oom Project -OUTBACK: • • S T E A K H O U S Outback Steakhouse Carmel, IN Store # 1513 Project Number Drawn By Checked By Date Revisions Drawing Specifications SPC1 11242 MTP BST 28 NOV 12 D. Air -Entrained Admixture: ASTM C 260. E. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing more than 0.1 percent chloride ions. 1. Water -Reducing Admixture: ASTM C 494, Type A and containing no calcium chloride ions. 2. High -Range Water -Reducing Admixture: ASTM C 494, Type F or Type G, and containing no calcium chloride ions. 3. Water -Reducing and Accelerating Admixture: ASTM C 494, Type E. 4. Water -Reducing and Retarding Admixture: ASTM C 494, Type D. 2.05 CURING MATERIALS / VAPOR RETARDERs A. Absorptive Cover: Burlap cloth made from jute or kenaf, weighing approximately 9 oz. per yard, complying with AASHTO M 182, Class 2. B. Moisture -Retaining Cover: Provide either polyethylene film or a white burlap -polyethylene sheet, complying with ASTM C 171. C. Curing Compound: (Should not be used on colored, stamped concrete) 2.06 RELATED MATERIALS A. Concrete Integral Color: Pre -weighed and packaged dry high grade coloring pigment. Color as selected by Owner from manufacturer's standards, unless indicated otherwise. B. Decorative Concrete Dry -Shake Color Hardener: Packaged dry combination of materials consisting of Portland cement graded quartz aggregate, coloring pigments, and plasticizing admixture. Use coloring pigments that are finely ground nonfading mineral oxides interground with cement. Color as selected by Owner from manufacturer's standards, unless indicated otherwise. Recommended coverage: 60 lbs. per 100 square feet. C. Products: Subject to compliance with requirements, provide "Color Hardener" as manufactured by Increte Systems, Inc., or an approved equal. 1. Colors as indicated: If not indicated, as selected from the manufacturer's standards. D. Release Agent: Dry -shake powder to facilitate release of imprinting tools as manufactured by Increte Systems. E. Sealer: Provide "Clear -Seal" as manufactured by Increte Systems. F. Bonding Agent: Acrylic or styrene butadiene. Subject to compliance with requirements, provide by the color hardener manufacturer. 2.07 CONCRETE MIXTURES A. Prepare design mixes for each type and strength of normal -weight concrete by either laboratory trail batch or field experience methods as specified in ACI 301. B. Proportion mixes according to ACI 211.1 and ACI 301 to provide normal -weight concrete with the following properties: 1. Minimum Compressive Strength (28 Day): 4000 psi. 2. Maximum Water -Cement Ratio at Point of Placement: 0.48 3. Slump Limit at Point of Placement: 4 inches. a. Slump limit for concrete containing high -range water -reducing admixture shall be not more than 8 inches after adding admixture to site-verifed 4 -inch slump concrete. 4. Air Content: 6.0 percent for 3/4 -inch maximum aggregate, plus or minus 1.5 percent at Point of Placement. 5. Adjustments to Concrete Mixes: Mix design adjustments may be requested by Contractor when characteristics of materials project conditions, weather, test results, or other circumstances warrant. c O N 2.09 IMPRINTING TOOLS A. Manufacturer: Increte Systems, Tampa FL; Facsimile (813) 886-0188; Telephone (800) 752-4626 or (81 3) 886-8811. C B. Mat Tools: Tools shall be high quality resilient mats reproduced from castings of natural materials and providing uniform IV control of joint depth. I1. Provide pattern(s) shown on Drawings. 3 PART 3 - EXECUTION .4 N 3.01 PREPARATION A. Lay Out: Carefully lay out form work and joints taking into consideration pattern, intended aesthetics, and construction sequence. Lay out Ione lines of patterns to run across the normal line of sight (except where otherwise shown on 9 Drawings) B. Surface Preparation: 3 1. Proof -roll prepared subbase surface to check for unstable areas verify need for additional compaction. Do not begin -9 paving work until such conditions have been corrected and are ready to receive paving. I2. Remove loose material from compacted subbase surface immediately before placing concrete. O 3.02 EDGE FORM AND SCREED CONSTRUCTION Cl - L_ W A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides for paving to required lines, grades, and 0 elevations. Install forms to allow continuous progress of work and so that forms can remain in place at least 24 hours after concrete placement. W C: B. Check completed formwork and screeds for grade and alignment to following tolerances: O 1. Top of Forms: Not more than 1/8 -inch in 10 feet. jy 2. Vertical Face on Longitudinal Axis: Not more than 1/4 -inch in 10 feet. -a M C. Clean forms after each use and coat with form release agent as required to ensure separation from concrete without d damage. I- J 3.03 JOINTS Ite A. General: Construction contraction, construction, and isolation joints true to line with faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to the centerline, unless indicated otherwise. Q CL 1. When joining existing paving, place transverse joints to align with previously placed joints, unless indicated otherwise. 0 o SECTION 02520 - DECORATIVE PORTLAND CEMENT CONCRETE PAVING (CQNTINUED) B. Contracting Joints: Provide weakened -plane contraction joints, sectioning concrete into areas as shown on Drawings. a Construct contraction joints for a depth equal to at least 1/4 of the concrete thickness, as follows: a) 1. Tooled Joints: Form contraction joints in fresh concrete by grooving and finishing each edge of joint with a radiused J ointer tool. M 2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 3/8 -inch wide into hardened concrete when cutting action will not tear, abade, or otherwise damage surface and before development of random contraction cracks. I 3. Inserts: Form contraction joints by inserting premolded plastic, hardboard or fiberboard strips into fresh concrete until Q top surface of strip is flush with paving surface. Radius each joint edge with a jointer tool. Carefully remove strips or cnas of two-piece assemblies after concrete has hardened. Clean groove of loose debris. C. Construction Joints: Set construction joints at side and end terminations of paving and at locations where paving 1 P 9 p i9 .. operations are stopped for more than 1/2 hour, unless paving terminates at isolation joints. . 1. Provide preformed galvanized steel or plastic keyway -section forms or bulkhead forms with keys, unless indicated 7►. otherwise. Embed keys at least 1-1/2 inches into concrete. U 2. Continue reinforcement across construction joints unless indicated otherwise. Do not continue reinforcement through side of strip paving unless indicated. 3. Provide tie bars at side of paving strips where indicated. 4. Use bonding agent on existing concrete surfaces that will be joined with fresh concrete. 5. Where load transfer -slip dowel devices are used install so that one end of each dowel bar is free to move. D. Isolation (Expansion) Joints: Form isolation joints of preformed joint filler strips abutting concrete curbs, catch basins, manholes, inlets, structures, walks, other fixed objects, and where indicated. 1. Locate expansion joints where indicated and or abutting a vertical surface. 2. Extend joint filler width and depth of joint not less than 1/2 -inch or more than 1 inch below finished surface where joint sealant is indicated. Place top of joint filler flush with finished concrete surface when no joint sealant is required. 3. Furnish joint fillers in one-piece lengths for full width being placed wherever possible. Where more than one length is required, lace or clip joint filler section together. 4. Protect top edge of joint filler during concrete placement with a metal, plastic, or other temporary preformed cap. Remove protective cap after concrete has been placed on both sides of joint. 5. Install dowel bars and support assemblies at joints where indicated. Lubricate ar asphalt -coat one half of dowel length to prevent concrete bonding to one side of joint. 3.06 CONCRETE PLACEMENT A. Preparation: Before placing concrete, inspect and complete formwork installation, reinforcing steel and items to be embedded or cast in. Notify other trades to permit installation of their work. 1. Remove snow, ice, or frost from subbase surface and reinforcing before placing concrete. 2. Do not place concrete on surfaces that are frozen. 3. Moisten subbase to provide a uniform dampened condition at the time concrete is placed. Do not place concrete around manholes or other structures until they are at the required finish elevation and alignment. 4. Comply with requirements and with ACI 304R for measuring, mixing, transporting, and placing concrete. 5. Deposit and spread concrete in a continuous operation between transverse joints. Do not push or drag concrete into place or use vibrators to move concrete into place. a. When concrete placing is interrupted for more than 1/2 hour, place a construction joint. 6. Use a bonding agent at location where fresh concrete is placed against hardened partially hardened concrete surfaces. 7. Consolidate concrete by mechanical vibrating equipment supplemented by hand -spading, rodding, or tamping. Use equipment and procedures to consolidate concrete with ACI 309R. a. Consolidate concrete along face of forms and adjacent to transverse joints with an internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms. use only square -faced shovels for hand -spreading and consolidation. Consolidate with care to prevent dislocating reinforcing, dowels, and joint devices. 8. Screed paved surfaces with a straight edge and strike off. use bull floats or darbies to form a smooth surface plane before excess moisture or bleed water appears on the surface. Do not further disturb concrete surfaces prior to beginning finishing operations. 9. Place concrete in two operations; strike off initial pour for entire width of placement and to the required depth below finish surface. Lay welded wire fabric or fabricated bar mats immediately in final position. Place top layer of concrete, strike off, and screed. a. Remove and replace portions of bottom layer of concrete that have been placed more than 15 minutes without being covered by top layer or use boding agent if acceptable to Architect. B. Stamped Colored Concrete: Comply with the colored pigment/hardener manufacturer's published recommendations and instructions for mix designs, concrete temperature, mixing, admixtures, installing, finishing and curing. Coordinate stamped colored concrete to ensure consistency in color, texture and quality. 1. Tool selection as specified by architect using Increte Systems standard platform tool brochure. C. Color Hardener: Apply a minimum of 60 pounds per 100 square feet. Apply evenly in two passes from different directions using dry -shake method. When moisture is present bull float each application of the shake. Apply Release Agent. D. Imprint Pattern: Comply with tool manufacturer's instruction. Lay out to proper alignment and imprint to a consistent depth while concrete is plastic. Hand -tool in areas where imprinting tools are not practical. E. Removal of Excess Release: Excess release should be washed off with normal garden hose prior to control joint being cut. (Note: Temperature conditions will dictate the timing of release removal) Disposal to be compliant with local regulations. F. Control Joints: Provide (grooved) or (sawn) joints. Depth shall be 1/4 thickness of slab. 1. In walks, locate joints at intervals not to exceed 1-1/2 width of walk but not more than 10 feet on center. in large paved areas, locate not more than 12 feet on center to form rectangles with long dimensions not more than 1-1/2 x short dimension. 2. Coordinate joint locations with layout of imprinted patterns. 3. Protect concrete from premature drying, excessive hot or cold temperature, and damage. Delay liquid by Increte, may be applied to assist in preventing premature drying. G. Detailing: After concrete has set for at least 24 hours, chisel to remove marks left by imprinting tools. Color chipped areas with slurry of color hardener mixed with water and bonding agent. H. Cold -Weather Placement: Comply with provisions of ACI 306R and as follows: Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 1. When air temperature has fallen to or is expected to fall below 40 degrees F (4 degrees C), uniformly heat water and aggregates before mixing to obtain a concrete temperature of not less than 50 degrees F (10 degrees C) and not more that 80 degrees F (27 degrees C) at point of placement. 2. Do not use frozen materials or materials containing ice or snow. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise accepted in mix designs. 1. Hot -Weather Placement: Place concrete complying with ACI 305R and as specified when hot weather conditions exist. 1. Cool ingredients before mixing to maintain concrete temperature for time of placement to below 90 degrees F (32 degrees C). Mixing water may be chilled or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Cover reinforcing steel with water -soaked burlap if it becomes too hot, so that steel temperature will not exceed the ambient air temperature immediately before embedding in concrete. 3. Fog spray forms, reinforcing steel, and subgrade just before placing concrete. Keep subgrade moisture uniform without standing water, soft spots, or dry areas. Increte Systems Delay shall be used on the decorative concrete surfaces. See manufacturer's recommendations. 3.07 CONCRETE FINISHING A. Float Finish: Begin floating when bleed water sheen has disappeared and the concrete surface has stiffened sufficiently to permit operations. Float surface with power -driven floats, or by hand floating if area is small or inaccessible to power units. Finish surfaces to true planes within a tolerance of 1/4 inch in 10 feet as determined by a 10 foot long straightedge placed anywhere on the surface in any direction. Cut down high spots and fill low spots. Refloat surface immediately to a uniform granular texture. 1. Medium -to -Fine Textured Broom Finish: Draw a soft bristle broom across concrete surface perpendicular to line of traffic to provide a uniform fine texture finish. B. Final Tooling: Tool edges of paving and joints formed in fresh concrete with a jointing tool to the following radius. Repeat tooling of edges and joints after applying surface finishes. Eliminate tool marks on concrete surfaces. 1. Radius: 1/4 inch. C. Acid Wash Decorative Surface: Apply a 1 part muratic acid to 10 parts potable water to the surface and agitate with side of a straw broom a minimum of 36 hours after placement. Wash the surface until proper color has been achieved and then flush thoroughly. D. Detailing: If squeeze joints are present a 4 -inch grinder should be used to remove. Ground areas should then be burnished with dry release using a camel back sponge. Blow away excess release with high velocity blower.\ E. Seal Decorative Surface: 24 hours after acid wash / etching technique is performed, surface is to be sealed with Increte System Clear Seal. 3.08 CONCRETE PROTECTION AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with the recommendations of ACI 306R for cold weather protection and ACI 305R for hot weather protecting during curing. B. Evaporation Control: In hot, dry, and windy weather, protect concrete from rapid moisture loss before and during finishing operations with Increte Systems Delay. Apply according to manufacturer's instructions after screedi ng and bull floating, but before floating. 1. Begin curing after finishing concrete but not before free water has disappeared from concrete surface. C. Curing Methods: Cure concrete by moisture curing, moisture -retaining -cover curing, curing compound, or a combination of these as follows: 1. Moisture Curing: Keep surfaces continuously moist for not less than 7 days with the following materials: a. Water. b. Continuous water -fog spray. c. Absorptive cover, water saturated, and kept continuously wet. Cover concrete surfaces and edges with a 12 inch lap over adjacent absorptive covers. 2. Moisture -Retaining -Cover Curing: Cover concrete surfaces with moisture -retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape. 3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's directions. Recoat areas subjected to heavy rainfall within 3 hours after initial application. Maintain continuity of coating and repair damage during curing period. SECTION 02520 - DECORATIVE PORTLAND CEMENT CONCRETE PAVING (CONTINUED) 3.09 FIELD QUALITY CONTROL TESTING A. Employ a qualified independent testing and inspection agency to sample materials, perform tests, and submit test reports during concrete placement as follows: B. The Owner will employ a qualified testing and inspection agency to sample materials, perform tests, and submit test reports during concrete placement. Sampling and testing for quality control may include the following: 1. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94. a. Slump: ASTM C 143; one test at point of placement for each compressive -strength test but no less than one test for each day's pour of each type of concrete. Additional tests will be required when concrete consistency changes. b. Air Content: ASTM C 231, pressure method; one test for each compressive -strength test but no less than one test for each day's pour of each type of air -entrained concrete. c. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 degrees F (4 degrees C) and below and when 80 degrees F (27 degrees C) and above and one test for each set of compressive -strength specimens. d. Compression Test Speciments: ASTM C 31; one set of four standard cylinders for each compressive -strength test, unless directed otherwise. Mold and store cylinders for laboratory -cured test specimens except when field -cured test specimens are required. f. Compressive -Strength Tests: ASTM C 39; one set for each day's pours of each concrete class exceeding 5 cubic yards, but less than 25 cubic yards, plus one set for each additional 50 cubic yard. Test one specimen at 7 days, test two specimens at 28 days, and retain one specimen in reserve for later testing if required. g. When frequency of testing will provide fewer than five strength tests for a given class of concrete, conduct testing from at least five randomly selected batches or from each batch if fewer than five are used. 2. When total quantity of a given class of concrete is less than 50 cubic yards, the Architect may waive strength testing if adequate evidence of satisfactory strength is provided. 3. When strength of field -cured cylinders is less than 85 percent of companion laboratory -cured cylinders, evaluate current operations and provide corrective procedures for protecting and curing the in-place concrete. 4. Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength test results equal or exceed specified compressive strength and no individual strength test result falls below specified compressive strength by more than 500 psi. C. Test results will be reported in writing to Architect, concrete manufacturer, and Contractor within 24 hours of testing. Reports of compressive strength tests shall contain the Project identification name and number, date of concrete placement, name of concrete testing agency, concrete type and class, location of concrete batch in paving, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7 -day and 28 -day tests. D. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted, but shall not be used as the sole basis for acceptance or rejection. E. Additional Tests: The testing agency will make additional tests of the concrete DIVISION 4 - MASONRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Concrete Block. B. Common Brick. C. Mortar and Grout. D. Reinforcement and Anchorage. E. Flashing. F. Lintels. G. Accessories. 1.02 RELATED REQUIREMENTS A. Section 03 2000 - Concrete Reinforcing: Reinforcing steel for grouted masonry. B. Section 04 0511 - Masonry Mortaring and Grouting. C. Section 04 0100 - Maintenance of Masonry. D. Section 05 5000 - Metal Fabrications: Loose steel lintels. E. Section 07 1113 - Bituminous Dampproofing: Dampproofing parged masonry surfaces. 1.03 REFERENCE STANDARDS A. ACI 530/530.1 /ERTA - Building Code Requirements and Specification for Masonry Structures and Related Commentaries; American Concrete Institute International; 2011. B. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2008. C. ASTM A82/A82M - Standard Specification for Steel Wire, Plain, for Concrete Reinforcement; 2007. D. ASTM At 53/A153M - Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware; 2009. E. ASTM A580/A580M - Standard Specification for Stainless Steel Wire; 2012a. F. ASTM A641/A641 M - Standard Specification for Zinc -Coated (Galvanized) Carbon Steel Wire; 2009a. G. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2011. H. ASTM A666 - Standard Specification for Annealed or Cold -Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar; 2010. I, ASTM C62 - Standard Specification for Building Brick (Solid Masonry Units Made From Clay or Shale); 2010. J. ASTM C91/C91M - Standard Specification for Masonry Cement; 2012. K. ASTM 0129 - Standard Specification for Nonloadbearing Concrete Masonry Units; 2011. L. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar; 2011. 1.04 SUBMITTALS A. See Section 01 3000 - Administrative Requirements, for submittal procedures. B. Samples: Submit four samples of decorative blook units to illustrate color, texture, and extremes of color range. 1.05 QUALITY ASSURANCE A. Comply with provisions of ACI 530/530.1/ERTA, except where exceeded by requirements of the contract documents. 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and contamination by other materials. PART 2 PRODUCTS 2.01 CONCRETE MASONRY UNITS A. Concrete Block: Comply with referenced standards and as follows: 1. Size: Standard units with nominal face dimensions of 16 x 8 inches (400 x 200 mm) and nominal depth of 16 x 6 and/or 4 inches. 2. Special Shapes: Provide non-standard blocks configured for corners. 3. Non-Loadbearing Units: ASTM C129. a. Hollow block, as indicated. 2.02 BRICK UNITS A. Manufacturers: 1. Boral Bricks, Inc: www.boralbricks.com. 2. Cherokee Brick and Tile; Product M/S Velour Maroon. 3. Substitutions: See section 01 6000 - Product requirements. B. Building (Common) Brick: ASTM C62, Grade SW; solid units. 1. Nominal size: As indicated on drawings. 2.03 MORTAR AND GROUT MATERIALS A. Masonry Cement: ASTM C91, Type N. 1. Colored mortar: Premixed cement as required to match Architect's color sample. B. Portland Cement: ASTM C150, Type I; color as required to produce approved color sample. 1. Not more than 0.60 percent alkali. C. Hydrated Lime: ASTM C207, Type S. D. Mortar Aggregate: ASTM C144. E. Grout Aggregate: ASTM C404. F. Water: Clean and potable. G. Accelerating Admixture: Nonchloride type for use in cold weather. 2.04 REINFORCEMENT AND ANCHORAGE A. Manufacturers of Joint Reinforcement and Anchors: 1. Blok-Lok Limited: www.blok-lok.com. 2. Hohmann & Barnard, Inc (including Dur -O -Wal brand): www.h-b.com. 3. WIRE -BOND: www.wirebond.com. 4. Substitutions: See Section 01 6000 - Product Requirements. B. Joint Reinforcement: Use ladder type joint reinforcement where vertical reinforcement is involved and truss type elsewhere, unless otherwise indicated. C. Single Wythe Joint Reinforcement: Truss or ladder type; ASTM A 82/A 82M steel wire, mill galvanized to ASTM A 641/A 641M, Class 3; 0.1483 inch (3.8 mm) side rods with 0.1483 inch (3.8 mm) cross rods; width as required to provide not more than 1 inch (25 mm) and not less than 1/2 inch (13 mm) of mortar coverage on each exposure. D. Wall Ties: Corrugated formed sheet metal, 7/8 inch (22 mm) wide by 0.05 inch (1.22 mm) thick, hot dip galvanized to ASTM A 153/A 153M, Class B, sized to provide not more than 1 inch (25 mm) and not less than 1 inch (25 mm) of mortar coverage from masonry face. E. Masonry Veneer Anchors: 2 -piece anchors that permit differential movement between masonry veneer and structural backup, hot dip galvanized to ASTM A 153/A 153M, Class B. 1. Anchor plates: Not less than 0.075 inch (1.91 mm) thick, designed for fastening to structural backup through sheathing by two fasteners; provide design with legs that penetrate sheathing and insulation to provide positive anchorage. 2. Wire ties: Manufacturer's standard shape, 0.1875 inch (4.75 mm) thick. 3. Vertical adjustment: Not less than 3-1/2 inches (89 mm). 2.05 FLASHINGS A. Prefabricated Metal Flashing: Smooth fabricated 12 oz/sq ft (3.66 kg/sq m) copper flashing for surface mounted conditions. B. Pre -Coated Galvanized Steel Flashing: ASTM A653/A653M, with G90/Z275 coating, 24 gage (0.61 mm) total thickness, shop precoated with fluoropolymer coating in color matching masonry. C. Galvanized Steel Flashing: ASTM A653/A653M, with G90/Z275 coating, 24 gage (0.61 mm) total thickness. D. Stainless Steel Flashing: ASTM A666, Type 304, soft temper; 26 gage (0.45 min) thick; finish 2B to 2D. 2.06 ACCESSORIES A. Preformed Control Joints: Rubber material. Provide with corner and tee accessories, fused joints. B. Cavity Mortar Control: Semi-rigid polyethylene or polyester mesh panels, sized to thickness of wall cavity, and designed to prevent mortar droppings from clogging weeps and cavity vents and allow proper cavity drainage. C. Building Paper: ASTM D226, Type I ("No.15") asphalt felt. D. Weeps: Molded PVC grilles, insect resistant. E. Multicomponent Cavity Wall Drainage System: Combination mortar diverter, flashing and weep system. F. Cleaning Solution: Non -acidic, not harmful to masonry work or adjacent materials. 2.07 LINTELS 2.08 MORTAR AND GROUT MIXES A. Mortar for Unit Masonry: ASTM C270, using the Proportion Specification. 1. Masonry below grade and in contact with earth: Type S. 2. Exterior, non-loadbearing masonry: Type N. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive masonry. B. Verify that related items provided under other sections are properly sized and located. C. Verify that built-in items are in proper location, and ready for roughing into masonry work. 3.02 PREPARATION A. Direct and coordinate placement of metal anchors supplied for installation under otherNections. B. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing. 3.03 COLD AND HOT WEATHER REQUIREMENTS A. Comply with requirements of ACI 530/530.1 /ERTA or applicable building code, whichever is more stringent. 3.04 COURSING A. Establish lines, levels, and coursing indicated. Protect from displacement. B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness. C. Concrete Masonry Units: 1. Bond: Running. D. Brick Units: 1. Bond: Running. 3.05 PLACING AND BONDING O G A. Lay solid masonry units in full bed of mortar, with full head joints, uniformly jointed with other work. B. Lay hollow masonry units with face shell bedding on head and bed joints. 3.06 WEEPSICAVITY VENTS A. install weeps iii veneer and cavity Walls at 24 Inches (600 miii) oil center horizontally above through -wall flashing, above shelf angles and lintels, and 8t bottom of walls. 3.07 CAVITY MORTAR CONTROL A. Do not permit mortar to drop or accumulate into cavity air space or to plug weep/cavity vents. 3.08 REINFORCEMENT AND ANCHORAGE - GENERAL A. Unless otherwise indicated on drawings or specified under specific wall type, install horizontal joint reinforcement 16 inches (400 mm) on center. 3.09 REINFORCEMENT AND ANCHORAGE - MASONRY VENEER A. Install horizontal joint reinforcement 16 inches (400 mm) on center. B. Place masonry joint reinforcement in first and second horizontal joints above and below openings. Extend minimum 16 inches (400 mm) each side of opening. C. Place continuous joint reinforcement in first and second joint below top of walls. D. Stud Back -Up: Secure veneer anchors to stud framed back-up and embed into masonry veneer at maximum 16 inches (400 mm) on center vertically and 24 inches (600 mm) on center horizontally. Place additional anchors at perimeter of openings and ends of panels, so maximum spacing of anchors is 8 inches (200 mm) on center. 3.10 MASONRY FLASHINGS A. Whether or not specifically indicated, install masonry flashing to divert water to exterior at all locations where downward flow of water will be interrupted. B. Extend metal flashings to within 1/4 inch (6 mm) of exterior face of masonry. 3.11 LINTELS A. Install loose steel lintels over openings. 3.12 CONTROL AND EXPANSION JOINTS A. Install preformed control joint device in continuous lengths. Seal butt and corner joints in accordance with manufacturer's instructions. 3.13 TOLERANCES A. Maximum Variation from Plane of Wall: 1/4 inch in 10 ft (6 mm/3 m) and 1/2 inch in 20 ft (13 mm/6 m) or more. 3.14 CLEANING A. Clean soiled surfaces with cleaning solution. B. Use non-metallic tools in cleaning operations. 3.15 PROTECTION A. Without damaging completed work, provide protective boards at exposed external corners that are subject to damage by construction activities. END OF SECTION DIVISION 5 - METALS SECTION 05500 - METAL FABRICATIONS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Miscellaneous steel framing and supports. 2. Loose bearing and leveling plates. 3. Steel weld plates and angles. 4. Miscellaneous steel trim. 5. Metal Bollards. 6. Pipe guards. 7. Loose steel lintels. 1.2 SUBMITTALS A. Product Data: For the following: 1. Grout. B. Shop Drawings: Include plans, elevations, sections, and details of metal fabrication and their connections. Show anchorage and accessory items. C. Templates: For anchors and bolts. D. Samples: For each type and finish of extruded nosing and tread. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified. 2. Available Manufacturers: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, manufacturers specified. 2.2 METALS A. Metal Surfaces - General: Provide materials with smooth, flat surfaces without blemishes. B. Ferrous Metals: 1. Steel Plates, Shapes, and Bars: ASTM A 36. 2. Steel Tubing: ASTM A 500, cold -formed steel tubing. 3. Steel Pipe: ASTM A 53, standard weight (Schedule 40) unless another weight is indicated or required by structural loads. 2.3 MISCELLANEOUS MATERIALS A. Universal Shop Primer: Fast- curing, lead and chromate free, universal modified -alkyd primer complying with MPI #79. B. Galvanized Repair Paint: SSPC-Paint 20, high zinc dust content paint for regalvanizing welds in steel. C. Non -shrink, Non-metallic Grout: Factory -packaged, non -staining, non -corrosive, non-gaseous grout complying with ASTM C 1107. D. Concrete Materials and Properties: Comply with requirements in Division 3, Section "Cast -in -Place Concrete" for normal weight, air -entrained, ready -mix concrete with a minimum 28 day compressive strength of 4000 psi, unless otherwise indicated. 2.4 FABRICATION A. General: Pre -assemble items in the shop to the greatest extend possible. Use connections that maintain structural value of joined pieces. 1. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges. Remove sharp or rough areas on exposed surfaces. 2. Weld corners and seams continuously. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediately. Finish exposed welds smooth and blended. 3. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible. Locate joints where least conspicuous. 4. Fabricate seams and other connections that will be exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate. 5. Where units are indicated to be cast into concrete or built into masonry, equip with integrally welded steel strap anchors, not less than 24 inches on center. B. Miscellaneous Framing and Supports: Provide steel framing and supports not specified in other Sections as needed to complete the Work. Fabricate units from steel shapes, plates, and bars of welded construction. Cut, drill, and tap units to receive hardware, hangers, and similar items. 1. Fabricate steel pipe columns for supporting wood frame construction with steel base plates and top plates welded to pipe with fillet welds the same size as pipe wall thickness. C. Loose Steel Lintels: Fabricate loose steel lintels from steel angles and shapes of size indicated for openings and recesses in masonry walls and partitions at location indicated. 1. Lintels in Exterior Walls: Galvanized. D. Loose Bearing and Leveling Plates: Provide loose bearing and leveling plates for steel items bearing on masonry or concrete construction. Drill plates to receive anchor bolts. E. Metal Bollards: Fabricate from Schedule 40 steel pipe 1/4 inch. 1. Fabricate sleeves for bollard anchorage from steel pipe or tubing with 1/4 inch thick steel plate welded to bottom of sleeve. 2.5 FINISHES A. Steel: 1. Hot -dip galvanize items as indicated to comply with ASTM A 123 or ASTM A 153 as applicable. 2. Preparation for Shop Priming: Prepare uncoated ferrous -metal surfaces to comply with requirements indicated below for environmental exposure conditions of installed metal fabrications: a. Exteriors (SSPC Zone 1 B): SSPC-SP 6/NAGE No. 3, "Commercial Blast Cleaning". b. Interiors (SSPC Zone 1A): SSPC-SP 3, "Power Tool Cleaning" 3. Shop Priming: Apply shop primer to uncoated surfaces of metal fabrications, except those with galvanized finishes and those to be embedded in concrete, sprayed -on fire proofing, or masonry, to comply with SSPC-PA 1, "Paint Application Specification No. 1; Shop, Field, and Maintenance Painting", for shop painting. PART 3 - EXECUTION 3.1 INSTALLATION - GENERAL A. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal fabrication. Set metal fabrications accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels. B. Fit exposed connections accurately together to form hairline joints. Weld connections that are riot to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade surfaces of exterior units that have been hot -dip galvanized after fabrication and are for bolted or screwed field connections. C. Field Welding: Comply with the following requirements: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. D. Fastening to In -Place Construction: Provide anchorage devices and fasteners where metal fabrications are required to be fastened to in-place construction. Provide threaded fasteners for use with concrete and masonry inserts, toggle bolts, through bolts, lag bolts, wood screws, and other connectors. E. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or similar construction. F. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with grout, concrete, masonry, wood, or dissimilar metals with a heavy coat of bituminous paint. 11, 3.2 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS A. General: Install framing and supports to comply with requirements of items being supported, including manufacturer's written instructions and requirements indicated on Shop Drawings. B. Anchor supports for operable partitions securely to and rigidly brace from building structure. 3.3 INSTALLING BEARING AND LEVELING PLATES A. Clean concrete and masonry bearing surfaces of bond -reducing materials, and roughen to improve bond to surfaces. Clean bottom surface of plates. B. Set bearing and leveling plates on wedges, shims, or leveling nuts. After bearing members have been positioned and plumbed, tighten anchor bolts. Do not remove wedges or shims but, if protruding, cut off flush with edge of bearing plate before packing with grout. 1. Use non -shrink grout, either metallic or non-metallic, in concealed locations where not exposed to moisture; use non -shrink, non-metallic grout in exposed locations, unless otherwise indicated. 2. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain. Seal �\"�X, S! I -F' -/o /i P�GiSTE9, 6%0 �� No. AR 11100018 : - • - s • STATE OF s 11 41 'a'✓ ////III 111 t � �````` NOV 3 0 2012 DP3 ARCHITECTS M ARCfii1Tim L'TD. 211 Eno Broad 8h et an Wilk . 8C 2AH01 T. 6A AMA1200 F. 11111% 1=.7687 wwwMPSwrolrNsals.aom Project : 00k'U T 8 • STEAK HOUSE K: - Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By MTP Checked By BST Date 28 NOV 12 Revisions Drawing Specifications SPC2 DIVISION 6 - WOOD & PLASTICS SECTION 06100 - CARPENTRY 1. Framing Lumber: American Softwood Lumber Standards PS20,S4S, Select grade 'D' or better. 19 percent maximum moisture content, with the following minimum working stresses: Bending (fb) = 1500 psi Horizontal Shear (fv) = 95 psi Compressive Perpendicular to Grain (fc) = 390 psi Modulus of Elasticity (E) = 1,500,000 a. Members in contact with concrete, masonry, or roof shall be preservative treated, AWPB LP -2. b. Fire retardant treated lumber: AWPA C20. 2. Plywood: PS1, factory marked with appropriate APA trademark. Wafer or particle board is not acceptable, Protect all plywood from moisture by use of all required waterproof covering until the plywood has in turn been covered with the next succeeding component of finish. a. Roof Sheathing: APA rated sheathing, 40/20, 5/8 inch nominal, Exposure 1. b. Wall Sheathing: APA rated sheathing, 32/16, 1/2 inch nominal, Exposure 1. 3. Vapor Barrier: As required by facade finish product. 4. Nails, Spikes, and Staples: Galvanized for exterior locations and treated wood; plain finish for other interior locations; size and type to suit application. 5. Bolts, Nuts, Washers, Lags, Pins, and Screws: Medium carbon steel; sized to suit application; galvanized for exterior locations and treated wood; plain finish for other interior locations. 6. Fasteners: Toggle bolt type for anchorage to hollow masonry. Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Bolts or power activated type for anchorage to steel. 7. Erect wood framing, furring, stripping, plywood backing and nailing members true to line and levels. Do not deviate from true alignment more than 1/4 inch. 8. Comply with NFPA National Design Specification for Wood Construction recommendations for sizes and spacing of members, nailing schedule, and for framing openings if sizes, spaces, or opening framing are not indicated. 9. Provide blocking for support of wall mounted cabinetwork, hardware, toilet partitions, urinal screens, toilet accessories, and plumbing fixtures unless other means of support is indicated. 10. Do not splice structural members between supports. 2. Sound attenuation insulation: USG "SAFB", 2.5 pounds per cubic foot density, no substitution. 3. Installation accessories and adhesives shall be as recommended by insulation manufacturer for type of applications and condition of substrate. 4. Install batt insulation in accordance with manufacturer's instructions. a. Place batt insulation in partitions tight within spaces, around cut openings, behind and around electrical and mechanical items within or behind partitions and tight to items passing through partitions. b. Trim insulation neatly to fit spaces. Fill gaps or voids with insulation. c. Install insulation with factory applied membrane facing warm side of building spaces. 5. Secure rigid insulation to substrate surfaces. Stagger joints 6 inches where multi -layered. Cut and shape to substrate conditions. SECTION 07240 - EXTERIOR INSULATION AND FINISH SYSTEM PART 1 GENERAL 1.01 SYSTEM DESCRIPTION A. General: The Dryvit Outsulation Plus System is an Exterior Insulation and Finish System (EIFS), Class PB, consisting of a water -resistive barrier coating (air/water-resistive barrier), an adhesive, expanded polystyrene insulation board, base coat, reinforcing meshes and finish. B. Methods of Installation: Field Applied. C. Design Requirements: 1. Acceptable substrates for the Outsulation Plus System shall be a. 1/2" densglass gypsum sheathing as manufactured by Georgia Pacific. 2. Deflection of the substrate systems shall not exceed 1/240 times the span 3. The substrate shall be flat within 1/4 inch in a 4 foot radius. 4. The slope of inclined surfaces shall not be less than 6:12, and the length shall not exceed 12 inches. 5. Expansion Joints. a. Location of expansion joints shall be as noted on the drawings. As a minimum, expansion joints shall be placed at the following locations: b. Where expansion joints occur in the substrate system. c. Where building expansion joints occur. d. Where the EIFS system abuts dissimilar materials. e. Where the substrate type changes f. In continuous elevations at intervals not exceeding 75 feet. g. Other locations required by the EIFS manufacturer. 6. Terminations a. Prior to applying the EIFS system, wall openings shall be treated with Dryvit AquaFlash System or Flashing Tape. b. The EIFS system shall be held back from adjoining materials around openings and penetrations such as windows, doors, and mechanical equipment a minimum of 3/4 inch for sealant application. c. The system shall be terminated a minimum of 8 inches above finished grade. d. Sealants. Shall be compatible with the Outsulation Plus System materials. The sealant backer rod shall be closed cell. 7. Vapor Retarders - Use and location of vapor retarders shall comply with local building code and EIFS manufacturer's requirements. 1.02 Submittals A. Product Data: The contractor shall submit to the owner the manufacturer's product data sheets describing products, which will be used on this project. 1.03 Quality Assurance A. Qualifications 1. System Manufacturer: Shall be Dryvit Systems, Incorporated. All materials shall be manufactured or sold by Dryvit and shall be purchased from Dryvit or its authorized distributors. 2. Contractor: Shall be knowledgeable in the proper installation of the Dryvit Outsulation Plus System and shall be experienced and competent in the installation of Exterior Insulation and Finish Systems. Additionally, the contractor shall possess a current Outsulation Plus System Trained Contractor Certificate issued by Dryvit Systems, Incorporated. 3. Insulation Board Manufacturer: Shall be listed by Dryvit Systems, Incorporated, shall be capable of producing the Expanded Polystyrene (EPS) in accordance with the current Dryvit Specification for Insulation Board, and shall subscribe to th Dryvit Third Party certification and Quality Assurance Program. B. Regulatory Requirements 1. The EPS shall be separated from the interior of the building by a minimum 15 -minute thermal barrier. 2. The use and maximum thickness of EPS shall be in accordance with the applicable building code(s) SECTION 07240 - EXTERIOR INSULATION AND FINISH SYSTEM (CONTINUED) C. Certification 1. The Outsulation Plus System shall be recognized for the intended use by the applicable building codes. 1.04 Delivery, Storage, and Handling A. All Dryvit materials shall be delivered to the job site in the original, unopened packages with labels intact. B. Upon arrival, materials shall be inspected for physical damage, freezing or overheating. Questionable materials shall not be used. C. Materials shall be stored at the jobsite in a cool, dry location, out of direct sunlight, protected from weather and other sources of damage. 1.05 Warranty A. Dryvit Systems, Incorporated, shall provide a written moisture drainage and limited materials warranty against defective material, B. The applicator shall warrant workmanship separately. 1.06 Maintenance A. Maintenance and repair shall follow the procedures noted in the Dryvit Outsulation Plus System Application Instructions. Water: Shall be clean and free of foreign matter. 2.02 Componentes A. Air/Water Resistive Barrier Components: Dryvit Backstop NT B. Flashing Materials: 1. Dryvit Flashing Tape 2. Dryvit Flashing Tape Surface Conditioner C. Dryvit AP Adhesive D. Drainage Track: Type as required by EIFS manufacturer based on intended use and location within the EIFS system. E. Dryvit Drainage Strip F. Adhesives: Shall be compatible with the water -resistive barrier and the EPS insulation board. G. Expanded Polystyrene meeting Dryvit Specification for Insulation Board. 1. Thickness shall be minimum of 1 inch. H. Base Coat: Shall be compatible with the EPS insulation board and reinforcing meshes. I. Reinforcing Mesh: A balanced, open weave, glass fiber fabric treated for compatibility with other system materials. 1. Impact resistance shall be Standard as designated by Dryvit. J. Finish: Shall be the type, color (as noted on the drawings) and textured as follows: 1. Standard DPR (Dirt Pickup Resistance): Water-based, acrylic finish with integral color and texture and formulated with DPR chemistry: a. Sandpebble Fine DPR: Fine pebble texture. PART III - EXECUTION 3.01 Examination A. Prior to installation of the EIFS system, the contractor shall verify that the substrate: 1. Is of a type listed in Section 1.01.C. 3.02 Preparation A. The Outsulation Plus materials shall be protected by permanent or temporary means from inclement weather and other sources of damage prior to, during, and following application until completely dry. B. Protect adjoining work and property during Outsulation Plus installation. C. The substrate shall be prepared as to be free of foreign materials, such as oil, dust, dirt, form -release agents, efflorescence, paint, wax, water repellants, moisture, frost, and any other condition that may inhibit adhesion. 3.03 Installation A. The system shall be installed in accordance with the Dryvit Outsulation Plus System Application Instructions. SECTION 07530 - ELASTOMERIC SHEET ROOFING 1.01 DESCRIPTION A. Elastomeric roofing membrane, mechanically fastened conventional application. B. Insulation, flat and tapered. 1.02 REFERENCE STANDARDS A. ASTM C 1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board; 2006. B. NBCA ML104 - The NBCA Roofinga and Waterproofing Manual; National Roofing Contractors Association; Fifth Edition, with interim updates. C. UL (RMSD) - Roofing Materials and Systems Directory; Underwriters Laboratories Inc.; current edition. 1.03 QUALITY ASSURANCE A. Perform work in accordance with NBCA Roofing and Waterproofing Manual and manufacturer's instructions. B. Installation shall be performed by qualified, Duro-Last Class 1 Certified Installers. For local installers please contact Duro-Last National Sales Department: C. Minimal job file submittal information for warranty coverage consideration shall be an accurately completed Request for Warranty form and the information discussed in paragraph B following. D. Samples and data sheets of all materials shall be submitted for written approval prior to the start of installation. Authorized Applicators must submit a roof drawing indicating which details will be employed in the project. These drawings shall be approved prior to the start of work. These must include: outline and size of the roof, location and type of penetrations, perimeter and penetration flashing detail references, and a copy of any details to be used. John Deal ,National Sales Manager, 800-248-0280 ext. 2227 - office, 989-737-5171 - cell, jdeai@duro-last.com 1.04 FIELD CONDITIONS A. Do not apply roofing membrane during unsuitable weather. B. Do not apply roofing membrane when ambient temperature is below 40 degrees F or above 110 degrees F. C. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring. D. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the same day. 1.05 WARRANTY A. Provide Duro-Last, Inc's standard written full roofing system repair and/or replacement 15 -year warranty at no additional cost, covering materials and labor. The warranty shall be a no -dollar limit warranty issued by the original of the roofing membrane and include all accessories supplied by the roofing . Warranty includes the repair or replacement of membrane and materials and the cost of/or furnishing of labor at the contractor list price which is in effect at the time of repair. Warranty shall include loss of consequential damages due to failure of the roof system and contain no exclusions for ponded water or biological growth. No private label products shall be accepted. Upon warranty inspection and acceptance of the roof, the warranty shall be turned over to the Contractor on behalf of the Owner by a Duro-Last Quality Assurance Specialist. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. PVC Blend Membrane Materials: 1. Duro-Last, Inc. 2.02 ROOFING A. Elastomeric Membrane Roofing: White, 60 mil single -ply membrane roofing system that is fabricated of a weft inserted low -shrink, anti -wicking polyester fabric and has a thermoplastic material laminated to both sides as manufactured by Duro-Last Roofing, Inc., over insulation. B. Roofing Assembly Requirements: 1. Roof Covering External Fire -Resistance Classification: UL Class A. 2. Insulation Thermal Value (R), minimum: R-30; provide insulation of thickness required. C. Acceptable Insulation Types: Any of the types specified. 1. Minimum 2 layers of po lyisocyanu rate board. 2.03 INSULATION A. Polyisocyanu rate Board Insulation: Rigid cellular foam, complying with ASTM C 1289, Type I, aluminum foil both faces; Class 1, non -reinforced foam core and with the following characteristics: 1. Thermal Resistance: R -value of 30. 2.04 ACCESSORIES A. All roofing components used at roof penetrations shall be provided by Duro-Last Roofing, Inc. B. Insulation Fasteners: Appropriate for purpose intended and approved by roofing manufacturer. C. Walkway Pads:, 30 x 60 inch. as manufactured by Duro-Last Roofing, Inc. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that surfaces and site conditions are ready to receive work. B. Verify deck is supported and secure. C. Verify deck is clean and smooth, flat, free of depressions, waves, or projections, properly sloped and suitable for installation of roof system. D. Verify deck surfaces are dry and free of snow or ice. E. Verify that roof openings, curbs, and penetrations through roof are solidly set, and cant strips are in place. 3.02 INSULATION - UNDER MEMBRANE A. Roof insulation shall be installed with approved fasteners and distribution plates placed according to the manufacturer's most recent published specifications for the use under the Duro-last roofing system and for issuance of the warranty. B. Attachment of Insulation: 1. Mechanically fasten insulation to deck in accordance with roofing manufacturer's instructions. C. Stagger insulation boards 50% from row to row. D. Lay boards with edges in moderate contact without forcing. Cut insulation to fit neatly to perimeter blocking and around penetrations through roof. E. Do not apply more insulation than can be covered with membrane in same day. 3.03 MEMBRANE APPLICATION A. Install the roofing system to Duro-Last, Inc's most recent published specifications. B. Roll out membrane, free from wrinkles or tears. Place sheet into place without stretching. C. Mechanical Attachment: Apply membrane and mechanical attachment devices in accordance with manufacturer's instructions. D. On all parapet locations, wrap parapet with new pre -manufactured parapet flashings by Duro-Last Roofing and terminate on exterior of wall. E. Around roof penetrations, seal flanges and flashings with flexible flashing. 3.04 PROTECTION A. Protect installed roofing and flashings from construction operations. B. Where traffic must continue over finished roof membrane, protect surfaces using durable materials SECTION 07550 - METAL ROOFING 1. Metal Panels: SOUTHWEST SHEET METAL Standing Seam Tee Panel System w/snap on caps. pre -finished with matching flashing, trim & accessories. No substitutes -16" O.C. panels shall not be accepted. 2. Finish Kynar 500, Color: SEE ELEVATIONS. 3. Installation. a. General: The manufacturer's recommended methods of installation shall be the basis for inspection and accepting or rejecting actual installation procedures used on the work. b. Anchor all panels according to manufacturer's details. Use full length panels with no horizontal lap joints. Apply butyl caulk for vapor seal on top and bottom panel support c. Damage, dented or scratched panels will not be accepted. SECTION 07620 - SHEET METAL FLASHING AND TRIM A. Zinc -Coated Steel: Commercial quality with 0.20 percent copper, ASTM A526, except ASTM A527 for lock -forming, G90 hot -dip galvanized, mill phosphatized for painting; 24 gauge, except as otherwise indicated. B. Solder: For use with steel, provide 50-50 tin/lead solder, ASTM B32 with rosin flux. C. Fasteners: Same metal as flashing/sheet metal or other non -corrosive metal as recommend by sheet manufacturer. Match finish of exposed heads with material being fastened. D. Bituminous Coating: SSPC-Paint 12, sovent type bituminous mastic, nominally free of sulfur, compounded for 15 -mil. dry thickness per coat. E. Roofing Cement: ASTM D4586, asphaltic. F. General Metal Fabrication: Shop -fabricate work to greatest extent possible. Comply with details shown, and with applicable requirements of SMACNA "Architectural Sheet Metal manual" and other recognized industry practices. Fabricate for waterproof and weather resistant performance; with expansion provisions for running work. Form work to fit substrates. Comply with material manufacturer's instructions and recommendations for forming metarila. Form exposed sheet metal work without excessive oil -canning, buckling, and tool marks, true to line and levels indicated, with exposed edges folded back to form hems. 1. Fabricate non-moving seams in sheet metal with flat -lock seams. For metal other than aluminum, tin edges to be seamed, form seams and solder. Form aluminum seams with epoxy seam sealer; rivet joints for additional strength where required. 2. Where lapped or bayonet-type expansion provisions in work cannot be used, or would not be sufficiently water -weatherproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with mastic sealant (concealed within joints). 3. Where movable, non -expansion type joints are indicated or required for proper performance of work, form metal to provide for proper installation of elasticmeric sealant, in compliance with SMACNA standards. G. Comply with installation instructions and recommendations of SMACNA "Architectural Sheet Metal Manual". Anchor units of work securely in place, providing for thermal expansion of metal units, conceal fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams which will be permanently watertight and weatherproof. H. Clean exposed metal surfaces, removing substances which might cause corrosion of metal or deterioration of finishes. SECTION 07720 - ROOF HATCH PART 1 - GENERAL 1.01 SUMMARY A. Work included: Furnishing and installing factory fabricated roof hatches. 1.02 REFERENCES A. American Society for Testing and Materials (ASTM), 100 Bar Harbor Drive, West Conshocken, PA 19428-29591-(610) 832-9585, fax (610) 832-9555 1. ASTM A 36-93a: Standard Specification for Structural Steel. 1.03 SUBMITTALS A. Product Data: Provide manufacturer's product data for all materials in this specification. B. Shop Drawings: Show profiles, accessories, location, and dimensions C. Samples: Manufacturer to provide upon request; sized to represent material adequately. D. Contract Closeout: Roof hatch manufacturer shall provide the manufacturer's Warranty prior to the contract closeout. 1.04 PRODUCT HANDLING A. All materials shall be delivered in manufacturer's original packaging. B. Store materials in a dry, protected, well ventilated area. The contractor shall thoroughly inspect product upon receipt and report damaged material immediately to delivering carrier and note such damage on the carrier's freight bill of lading. C. Remove protective wrapping immediately after installation. 1.05 SUBSTITUTIONS A. Proposals for substitution products shall be accepted only from bidding contractors and not less than (10) working days before bid due date. Contractor guarantees that proposed substitution shall meet the performance and quality standards of this specification. SECTION 07720 - ROOF HATCH (CONTINUED) 1.06 JOB CONDITIONS A. Verify that other trades with related work are complete before installing roof hatch(s). B. Mounting surfaces shall be straight and secure; substrates shall be of proper width. C. Refer to the construction documents, shop drawings, and manufacturer's installation instructions. D. Coordinate installation with roof membrane and roof insulation manufacturer's instructions before starting. E. Observe all appropriate OSHA safety guidelines for this work. 1.07 WARRANTY /GU A. Manufacturer's standard warranty: Materials shall be free of defects in material and workmanship for a period of five years from the date of purchase. Should a part fail to function in normal use within this period, manufacturer shall furnish a new part at no charge. Electrical motors, special finishes, and other special equipment (if applicable) shall be warranted separately by the manufacturers of those products. PART 2 -PRODUCTS 2.01 MANUFACTURER A. The BILCO Company, P.O. Box 1203, New Haven, CT 06505, (203) 934-6363, fax (203) 933-8478, Web: www.bilco.com 2.02 ROOF HATCH A. Furnish and install where indicated on plans metal roof hatch Type S, size width: T-0" (914 mm) x length: 2'-6" (762 mm). The roof hatch shall be single leaf. The roof hatch shall be pre-asssembled from the manufacturer. B. Performance characteristics: 1. Cover shall be reinforced to support a minimum live load of 40 lost (195kg/m2) with a maximum deflection of 1/1 50th of the span or 20 psf wind uplift. 2. Operation of the cover shall be smooth and easy with controlled operation throughout the entire arc of opening and closing. 3. Operation of the cover shall not be affected by temperature. 4. Entire hatch shall be weathertight with fully welded corner joints on cover and curb. C. Cover: Shall be14 gauge paint bond G-90 galvanized steel with a 3 inch (76 mm) beaded flange with formed reinforcing members. Covers shall have a heavy extruded EPDM rubber gasket that is bonded to the cover interior to assure a continuous seal when compressed to the top surface of the curb. D. Cover insulation: Shall be fiberglass of 1 inch (25.4 mm) thickness, fully covered and protected by a metal liner of 22 gauge paint bond G-90 galvanized steel. E. Curb. Shall be 12 inches (305 mm) in height and of 14 gauge paint bond G-90 galvanized steel. The curb shall be formed with a 3-1/2 inch (89 mm) flange with 7/16 inch (11.1 mm) holes provided for securing to the roof deck. The curb shall be equipped with an integral metal capflashing of the same gauge and material as the curb, fully welded at the corners, that features the Bil-Clip flashing system, including stamped tabs, 6 inches (11 53 mm) on center, to be bent inward to hold single ply roofing membrane securely in place. F. Curb insulation: Shall be rigid, high-density fiberboard of 1 inch (25.4 mm) thickness on outside of curb. G. Lifting mechanisms: Manufacturer shall provide compression spring operators enclosed in telescopic tubes to provide, smooth, easy, and controlled cover operation throughout the entire arc of opening and closing. The upper tube shall be the outer tube to prevent accumulation of moisture, grit, and debris inside the lower tube assembly. The lower tube shall interlock with a flanged support shoe through bolted to the curb assembly. I. Hardware 1. Heavy pintle hinges shall be provided. 2. Cover shall be equipped with a spring latch with interior and exterior turn handles. 3. Roof hatch strike shall be equipped with interior and exterior padlock hasps. 4. The latch strike shall be a stamped component bolted to the curb assembly. 5. Cover shall automatically lock in the open position with a rigid hold open arm equipped with a 1 inch (25.4 mm) diameter red vinyl grip handle to permit easy release for closing. 6. Compression spring tubes shall be an anti -corrosive composite material and all other hardware shall be zinc plated and chromate sealed. Springs shall have an electrocoated acrylic finish for corrosion resistance 7. Cover hardware shall be bolted into into heavy gauge channel reinforcing welded to the underside of the cover and concealed within the insulation space. J. Finishes: Factory finish shall be alkyd based red oxide primed steel. PART 3 - EXECUTION 3.01 INSPECTION I. Verify that roof hatch installation will not disrupt other trades. Verify that the substrate is dry, clean, and free of foreign matter. Report and correct defects prior to any installation. 3.02 INSTALLATION A. Submit product design drawings for review and approval to the architect or specifier before fabrication. B. The installer shall check as -built conditions and verify the manufacturer's roof hatch details for accuracy to fit the application prior to fabrication. The installer shall comply with the roof hatch Manufacturer's installation instructions. C. The installer shall furnish mechanical fasteners consistent with the roof requirements. SECTION 07920 - SEALANTS AND CAULKING A. Sealant Type 1: One component, acrylic latex, for interior non-moving joints. 1. Sonneborn "Sonoiac" or equal. B. Sealant Type 2: One component urethane, gun -grade, non -sag, for interior or exterior concealed moving joints, .^ thresholds and architectural sheet metal. 1. Sonneborn "NP1" or equal. C. Sealant Type 3: Multi-component, urethane, gun -grade, non -sag, for interior or exterior exposed moving joints (other than pavements), door and window frames, and other weather tight locations. 1. Sonneborn "NP2" or equal. D. Sealant Type 4: One component, urethane, gun -grades or pourable, self -leveling for interior or exterior horizontal joints. 1. Sonneborn "Sonolastic SL1"or equal. E. Primer: Non -staining type, recommended by sealant manufacturer to suit application. Unpainted, porous surfaces shall be primed. F. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint filling materials. G. Joint Filler: ASTM D 1056, round, closed cell polyethylene foam rod; oversized 30 to 50 percent. Polystyrene is unacceptable. H. Bond Breaker Tape: Pressure sensitive polyethylene tape recommended by sealant manufacturer to suit application. I. Clean, prepare and size joints in accordance with manufacturer's instructions. Remove any loose materials and other foreign matter which might impair adhesion of sealant. Metal surfaces shall be free of corrosion. J. Install joint filler rod to proper depth by rolling material into joint without lengthwise stretching or twisting. Do not puncture or prime filler rod. K. Sealant applications shall be performed in strict accordance with manufacturer's written specifications by trademen skilled in the work. Use making tape to protect adjacent surfaces as necessary. L. All sealing shall be done with neat, smooth tooled beads, free of air pockets, foreign embedded matter, ridges and sags, in firm full contact with interfaces. M. Work adjacent to joints shall be cleaned free of smears of sealant compound as work progresses. Seal ``\\\1IIIII/,, `` N S. .....T.H.,D21/ -,�• `, .�\STEq..is r�� Q- O - _. No. AR 11100018 2 = ® • •SO STATE OF �• • ',1-1 ' �° oDIRNP •.....a• \ ,�, �//f CHI -N I - �vvv NOV 3 0 2012 DP3 ARCHITECTS M AFMQIECM, M. 211 best Broad t301rset OroenW11 , W 28901 T. W4.=A= F. 994.282.7WY www. DPBerohaim ab.aom Project 11 11 0 • E • • • S T E A K HOUS Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By MTP Checked By BST Date 28 NOV 12 Revisions Drawing Specifications SPC3 SECTION 06200 - FINISH CARPENTRY 1. Softwood Lumber: Graded in accordance with the requirements of AWI Quality Standards; maximum moisture content of 6 percent for interior work and 10 percent for exterior work. 2. Softwood Plywood: Graded in accordance with the requirements of AWI Quality Standards; core material of veneer; of Red Oak Veneer, paint grade veneer, or plastic laminate as indicated. 3. Plastic Laminate: NEMA LD -3; GP -50 for horizontal and vertical surfaces over marine plywood CL -20 for backing and unexposed surfaces. 4. Nails: Size and type to suit application. c : 5. Bolts, Nuts, Washers, Lags, Pins, and Screws: Sized and type to suit application. M 6. Interior Wood Finish: ;:. a. Solid Wood: Plain -sawn red oak and plain -sawn "D" grade pine, location as indicated on the drawings. Ib. 1 x 6 T&G square profile "D" grade or better Southern Yellow Pine. = c. Plywood: 3/4 inch AB Grade fir plyood exposed edges banded. Exterior Wood Finish: a. Solid Wood: For opaque or satin finish, "C" select grade yellow pine, white pine, redwood, or red cedar, location as indicated on plan. K b. 1 x 6 T&G "V" groove "D" grade or better Southern Pine. Ic. Plywood: 3/8 inch thick smooth finish cedar plywood. d. Siding: Nichiha Corporation: "Timberland Panels" 18" (H) x10' (L) x 5/8". Color to be "Cedar". O C -C 1. Running trim and corner pieces to match siding panels. 3 � 8. Fabricate finish carpentry and cabinetwork items in accordance with AWI Quality Standards "Custom Grade", and Section 400 of the AWI . Guide. Shop fabricate items where possible. O_ 9. Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Corners and joints to be hairline. >% 10. Cap exposed plastic laminate edges with material of same finish and pattern. C: M C 11. Use exposed fastening devices or nails only when unavoidable. 0 12. Sand work smooth and set exposed nails and screws. Eliminate hammer marks and other defects. Apply wood filler in exposed nail and ig screw indentations and leave ready to receive site applied finishes. C13. Set and secure finish carpentry and cabinetwork items in place, rigid, plumb, and square. � 14. Install and adjust cabinet hardware to correct operation. J 15. Finish woodwork shall be set straight, plumb or level, closely fitted and rigidly fastened. Nail heads of exposed work shall be set for putty 4)0 and other fastenings shall be concealed. t Q 16. Joints shall be tight and formed to conceal shrinkage. All trim shall be mitered; no butt joints permitted. Interior corners shall be coped. M 13-17. Install door plumb, true and fitted properly. Leave in perfect working order. Warped doors will be rejected and shall be replaced. Neatly mortise, drill, and anchor all hardware. 0 0 ,t' 18. Conceal fasteners wherever possible. Where not possible, locate them in an inconspicuous place. Where nails or screw attachment occur in woodwork face, countersink, putty and sand smooth. Q n' SECTION 06255 - FIBERGLASS REINFORCED PANELS O 1. FRP Panels: 48 inch wide, 3/32 inch thickness, color as indicated on drawings. W Pa. Marlite. b. Kemlite. 2. FRP Accessories: � a. All moldings, trim, adhesive and other accessories shall be as manufactured and recommented by the same manufacturer as panels. G 3. Sealant: ? S` a. One part Silicone Rubber, ASTM C920 and FS TT -S -001543A, FDA approved, or as recommended by FRP manufacturer. 0 b. Color: Clear and white, unless noted otherwise. 4. Install panels over water resistant drywall in strict accordance with manufacturer's recommendations, using non-flammable adhesive (100% coverage). a. Drywall must be installed (and all joints taped) floor to ceiling to provide a good bondable surface to accept installation of FRP panels. 5. Discard units of material which are unsound, warped, bowed, twisted, improperly treated, or too small to fabricate work with minimum of joints or optimum jointing arrangements, or which are of defective manufacture with respect to surfaces, sizes, or patterns. 6. Scribe and cut work to fit adjoining work. a. Caulk all joints and all moldings with silicone sealant. b. Panels to be applied to the wall with the 48 inch dimension horizontal, and in lengths to extend from base to ceiling with no intermediate horizontal joints or seams. c. Install the work plumb, level, true and straight with no distortions. Shim as required using concealed shims. Install to a tolerance of 1/8 inch in 8'-0" for plumb and level, and with 1/16 inch maximum offset in flush adjoining surfaces. DIVISION 7 - THERMAL AND MOISTURE PROTECTIONS SECTION 07210 - BUILDING INSULATION 1. Batt Insulation: Pre -formed glass fiber batt; blankets with foil face membrane covering; per ASTM C665, Type III; densiteis of not less than 0.5 Ib. per cubic feet for glass fiver units, K -value of 0.27; flame spread of 25 or less, ASTM E 84 (Class A), 6 inch (R-19) unless otherwise noted. a. Certainteed Corporation. b. Schuller International. c. Owens-Corning Fiberglass Corporation. d. United States Gypsum Company. e. Knauf Fiberglass. 2. Sound attenuation insulation: USG "SAFB", 2.5 pounds per cubic foot density, no substitution. 3. Installation accessories and adhesives shall be as recommended by insulation manufacturer for type of applications and condition of substrate. 4. Install batt insulation in accordance with manufacturer's instructions. a. Place batt insulation in partitions tight within spaces, around cut openings, behind and around electrical and mechanical items within or behind partitions and tight to items passing through partitions. b. Trim insulation neatly to fit spaces. Fill gaps or voids with insulation. c. Install insulation with factory applied membrane facing warm side of building spaces. 5. Secure rigid insulation to substrate surfaces. Stagger joints 6 inches where multi -layered. Cut and shape to substrate conditions. SECTION 07240 - EXTERIOR INSULATION AND FINISH SYSTEM PART 1 GENERAL 1.01 SYSTEM DESCRIPTION A. General: The Dryvit Outsulation Plus System is an Exterior Insulation and Finish System (EIFS), Class PB, consisting of a water -resistive barrier coating (air/water-resistive barrier), an adhesive, expanded polystyrene insulation board, base coat, reinforcing meshes and finish. B. Methods of Installation: Field Applied. C. Design Requirements: 1. Acceptable substrates for the Outsulation Plus System shall be a. 1/2" densglass gypsum sheathing as manufactured by Georgia Pacific. 2. Deflection of the substrate systems shall not exceed 1/240 times the span 3. The substrate shall be flat within 1/4 inch in a 4 foot radius. 4. The slope of inclined surfaces shall not be less than 6:12, and the length shall not exceed 12 inches. 5. Expansion Joints. a. Location of expansion joints shall be as noted on the drawings. As a minimum, expansion joints shall be placed at the following locations: b. Where expansion joints occur in the substrate system. c. Where building expansion joints occur. d. Where the EIFS system abuts dissimilar materials. e. Where the substrate type changes f. In continuous elevations at intervals not exceeding 75 feet. g. Other locations required by the EIFS manufacturer. 6. Terminations a. Prior to applying the EIFS system, wall openings shall be treated with Dryvit AquaFlash System or Flashing Tape. b. The EIFS system shall be held back from adjoining materials around openings and penetrations such as windows, doors, and mechanical equipment a minimum of 3/4 inch for sealant application. c. The system shall be terminated a minimum of 8 inches above finished grade. d. Sealants. Shall be compatible with the Outsulation Plus System materials. The sealant backer rod shall be closed cell. 7. Vapor Retarders - Use and location of vapor retarders shall comply with local building code and EIFS manufacturer's requirements. 1.02 Submittals A. Product Data: The contractor shall submit to the owner the manufacturer's product data sheets describing products, which will be used on this project. 1.03 Quality Assurance A. Qualifications 1. System Manufacturer: Shall be Dryvit Systems, Incorporated. All materials shall be manufactured or sold by Dryvit and shall be purchased from Dryvit or its authorized distributors. 2. Contractor: Shall be knowledgeable in the proper installation of the Dryvit Outsulation Plus System and shall be experienced and competent in the installation of Exterior Insulation and Finish Systems. Additionally, the contractor shall possess a current Outsulation Plus System Trained Contractor Certificate issued by Dryvit Systems, Incorporated. 3. Insulation Board Manufacturer: Shall be listed by Dryvit Systems, Incorporated, shall be capable of producing the Expanded Polystyrene (EPS) in accordance with the current Dryvit Specification for Insulation Board, and shall subscribe to th Dryvit Third Party certification and Quality Assurance Program. B. Regulatory Requirements 1. The EPS shall be separated from the interior of the building by a minimum 15 -minute thermal barrier. 2. The use and maximum thickness of EPS shall be in accordance with the applicable building code(s) SECTION 07240 - EXTERIOR INSULATION AND FINISH SYSTEM (CONTINUED) C. Certification 1. The Outsulation Plus System shall be recognized for the intended use by the applicable building codes. 1.04 Delivery, Storage, and Handling A. All Dryvit materials shall be delivered to the job site in the original, unopened packages with labels intact. B. Upon arrival, materials shall be inspected for physical damage, freezing or overheating. Questionable materials shall not be used. C. Materials shall be stored at the jobsite in a cool, dry location, out of direct sunlight, protected from weather and other sources of damage. 1.05 Warranty A. Dryvit Systems, Incorporated, shall provide a written moisture drainage and limited materials warranty against defective material, B. The applicator shall warrant workmanship separately. 1.06 Maintenance A. Maintenance and repair shall follow the procedures noted in the Dryvit Outsulation Plus System Application Instructions. Water: Shall be clean and free of foreign matter. 2.02 Componentes A. Air/Water Resistive Barrier Components: Dryvit Backstop NT B. Flashing Materials: 1. Dryvit Flashing Tape 2. Dryvit Flashing Tape Surface Conditioner C. Dryvit AP Adhesive D. Drainage Track: Type as required by EIFS manufacturer based on intended use and location within the EIFS system. E. Dryvit Drainage Strip F. Adhesives: Shall be compatible with the water -resistive barrier and the EPS insulation board. G. Expanded Polystyrene meeting Dryvit Specification for Insulation Board. 1. Thickness shall be minimum of 1 inch. H. Base Coat: Shall be compatible with the EPS insulation board and reinforcing meshes. I. Reinforcing Mesh: A balanced, open weave, glass fiber fabric treated for compatibility with other system materials. 1. Impact resistance shall be Standard as designated by Dryvit. J. Finish: Shall be the type, color (as noted on the drawings) and textured as follows: 1. Standard DPR (Dirt Pickup Resistance): Water-based, acrylic finish with integral color and texture and formulated with DPR chemistry: a. Sandpebble Fine DPR: Fine pebble texture. PART III - EXECUTION 3.01 Examination A. Prior to installation of the EIFS system, the contractor shall verify that the substrate: 1. Is of a type listed in Section 1.01.C. 3.02 Preparation A. The Outsulation Plus materials shall be protected by permanent or temporary means from inclement weather and other sources of damage prior to, during, and following application until completely dry. B. Protect adjoining work and property during Outsulation Plus installation. C. The substrate shall be prepared as to be free of foreign materials, such as oil, dust, dirt, form -release agents, efflorescence, paint, wax, water repellants, moisture, frost, and any other condition that may inhibit adhesion. 3.03 Installation A. The system shall be installed in accordance with the Dryvit Outsulation Plus System Application Instructions. SECTION 07530 - ELASTOMERIC SHEET ROOFING 1.01 DESCRIPTION A. Elastomeric roofing membrane, mechanically fastened conventional application. B. Insulation, flat and tapered. 1.02 REFERENCE STANDARDS A. ASTM C 1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board; 2006. B. NBCA ML104 - The NBCA Roofinga and Waterproofing Manual; National Roofing Contractors Association; Fifth Edition, with interim updates. C. UL (RMSD) - Roofing Materials and Systems Directory; Underwriters Laboratories Inc.; current edition. 1.03 QUALITY ASSURANCE A. Perform work in accordance with NBCA Roofing and Waterproofing Manual and manufacturer's instructions. B. Installation shall be performed by qualified, Duro-Last Class 1 Certified Installers. For local installers please contact Duro-Last National Sales Department: C. Minimal job file submittal information for warranty coverage consideration shall be an accurately completed Request for Warranty form and the information discussed in paragraph B following. D. Samples and data sheets of all materials shall be submitted for written approval prior to the start of installation. Authorized Applicators must submit a roof drawing indicating which details will be employed in the project. These drawings shall be approved prior to the start of work. These must include: outline and size of the roof, location and type of penetrations, perimeter and penetration flashing detail references, and a copy of any details to be used. John Deal ,National Sales Manager, 800-248-0280 ext. 2227 - office, 989-737-5171 - cell, jdeai@duro-last.com 1.04 FIELD CONDITIONS A. Do not apply roofing membrane during unsuitable weather. B. Do not apply roofing membrane when ambient temperature is below 40 degrees F or above 110 degrees F. C. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring. D. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the same day. 1.05 WARRANTY A. Provide Duro-Last, Inc's standard written full roofing system repair and/or replacement 15 -year warranty at no additional cost, covering materials and labor. The warranty shall be a no -dollar limit warranty issued by the original of the roofing membrane and include all accessories supplied by the roofing . Warranty includes the repair or replacement of membrane and materials and the cost of/or furnishing of labor at the contractor list price which is in effect at the time of repair. Warranty shall include loss of consequential damages due to failure of the roof system and contain no exclusions for ponded water or biological growth. No private label products shall be accepted. Upon warranty inspection and acceptance of the roof, the warranty shall be turned over to the Contractor on behalf of the Owner by a Duro-Last Quality Assurance Specialist. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. PVC Blend Membrane Materials: 1. Duro-Last, Inc. 2.02 ROOFING A. Elastomeric Membrane Roofing: White, 60 mil single -ply membrane roofing system that is fabricated of a weft inserted low -shrink, anti -wicking polyester fabric and has a thermoplastic material laminated to both sides as manufactured by Duro-Last Roofing, Inc., over insulation. B. Roofing Assembly Requirements: 1. Roof Covering External Fire -Resistance Classification: UL Class A. 2. Insulation Thermal Value (R), minimum: R-30; provide insulation of thickness required. C. Acceptable Insulation Types: Any of the types specified. 1. Minimum 2 layers of po lyisocyanu rate board. 2.03 INSULATION A. Polyisocyanu rate Board Insulation: Rigid cellular foam, complying with ASTM C 1289, Type I, aluminum foil both faces; Class 1, non -reinforced foam core and with the following characteristics: 1. Thermal Resistance: R -value of 30. 2.04 ACCESSORIES A. All roofing components used at roof penetrations shall be provided by Duro-Last Roofing, Inc. B. Insulation Fasteners: Appropriate for purpose intended and approved by roofing manufacturer. C. Walkway Pads:, 30 x 60 inch. as manufactured by Duro-Last Roofing, Inc. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that surfaces and site conditions are ready to receive work. B. Verify deck is supported and secure. C. Verify deck is clean and smooth, flat, free of depressions, waves, or projections, properly sloped and suitable for installation of roof system. D. Verify deck surfaces are dry and free of snow or ice. E. Verify that roof openings, curbs, and penetrations through roof are solidly set, and cant strips are in place. 3.02 INSULATION - UNDER MEMBRANE A. Roof insulation shall be installed with approved fasteners and distribution plates placed according to the manufacturer's most recent published specifications for the use under the Duro-last roofing system and for issuance of the warranty. B. Attachment of Insulation: 1. Mechanically fasten insulation to deck in accordance with roofing manufacturer's instructions. C. Stagger insulation boards 50% from row to row. D. Lay boards with edges in moderate contact without forcing. Cut insulation to fit neatly to perimeter blocking and around penetrations through roof. E. Do not apply more insulation than can be covered with membrane in same day. 3.03 MEMBRANE APPLICATION A. Install the roofing system to Duro-Last, Inc's most recent published specifications. B. Roll out membrane, free from wrinkles or tears. Place sheet into place without stretching. C. Mechanical Attachment: Apply membrane and mechanical attachment devices in accordance with manufacturer's instructions. D. On all parapet locations, wrap parapet with new pre -manufactured parapet flashings by Duro-Last Roofing and terminate on exterior of wall. E. Around roof penetrations, seal flanges and flashings with flexible flashing. 3.04 PROTECTION A. Protect installed roofing and flashings from construction operations. B. Where traffic must continue over finished roof membrane, protect surfaces using durable materials SECTION 07550 - METAL ROOFING 1. Metal Panels: SOUTHWEST SHEET METAL Standing Seam Tee Panel System w/snap on caps. pre -finished with matching flashing, trim & accessories. No substitutes -16" O.C. panels shall not be accepted. 2. Finish Kynar 500, Color: SEE ELEVATIONS. 3. Installation. a. General: The manufacturer's recommended methods of installation shall be the basis for inspection and accepting or rejecting actual installation procedures used on the work. b. Anchor all panels according to manufacturer's details. Use full length panels with no horizontal lap joints. Apply butyl caulk for vapor seal on top and bottom panel support c. Damage, dented or scratched panels will not be accepted. SECTION 07620 - SHEET METAL FLASHING AND TRIM A. Zinc -Coated Steel: Commercial quality with 0.20 percent copper, ASTM A526, except ASTM A527 for lock -forming, G90 hot -dip galvanized, mill phosphatized for painting; 24 gauge, except as otherwise indicated. B. Solder: For use with steel, provide 50-50 tin/lead solder, ASTM B32 with rosin flux. C. Fasteners: Same metal as flashing/sheet metal or other non -corrosive metal as recommend by sheet manufacturer. Match finish of exposed heads with material being fastened. D. Bituminous Coating: SSPC-Paint 12, sovent type bituminous mastic, nominally free of sulfur, compounded for 15 -mil. dry thickness per coat. E. Roofing Cement: ASTM D4586, asphaltic. F. General Metal Fabrication: Shop -fabricate work to greatest extent possible. Comply with details shown, and with applicable requirements of SMACNA "Architectural Sheet Metal manual" and other recognized industry practices. Fabricate for waterproof and weather resistant performance; with expansion provisions for running work. Form work to fit substrates. Comply with material manufacturer's instructions and recommendations for forming metarila. Form exposed sheet metal work without excessive oil -canning, buckling, and tool marks, true to line and levels indicated, with exposed edges folded back to form hems. 1. Fabricate non-moving seams in sheet metal with flat -lock seams. For metal other than aluminum, tin edges to be seamed, form seams and solder. Form aluminum seams with epoxy seam sealer; rivet joints for additional strength where required. 2. Where lapped or bayonet-type expansion provisions in work cannot be used, or would not be sufficiently water -weatherproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with mastic sealant (concealed within joints). 3. Where movable, non -expansion type joints are indicated or required for proper performance of work, form metal to provide for proper installation of elasticmeric sealant, in compliance with SMACNA standards. G. Comply with installation instructions and recommendations of SMACNA "Architectural Sheet Metal Manual". Anchor units of work securely in place, providing for thermal expansion of metal units, conceal fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams which will be permanently watertight and weatherproof. H. Clean exposed metal surfaces, removing substances which might cause corrosion of metal or deterioration of finishes. SECTION 07720 - ROOF HATCH PART 1 - GENERAL 1.01 SUMMARY A. Work included: Furnishing and installing factory fabricated roof hatches. 1.02 REFERENCES A. American Society for Testing and Materials (ASTM), 100 Bar Harbor Drive, West Conshocken, PA 19428-29591-(610) 832-9585, fax (610) 832-9555 1. ASTM A 36-93a: Standard Specification for Structural Steel. 1.03 SUBMITTALS A. Product Data: Provide manufacturer's product data for all materials in this specification. B. Shop Drawings: Show profiles, accessories, location, and dimensions C. Samples: Manufacturer to provide upon request; sized to represent material adequately. D. Contract Closeout: Roof hatch manufacturer shall provide the manufacturer's Warranty prior to the contract closeout. 1.04 PRODUCT HANDLING A. All materials shall be delivered in manufacturer's original packaging. B. Store materials in a dry, protected, well ventilated area. The contractor shall thoroughly inspect product upon receipt and report damaged material immediately to delivering carrier and note such damage on the carrier's freight bill of lading. C. Remove protective wrapping immediately after installation. 1.05 SUBSTITUTIONS A. Proposals for substitution products shall be accepted only from bidding contractors and not less than (10) working days before bid due date. Contractor guarantees that proposed substitution shall meet the performance and quality standards of this specification. SECTION 07720 - ROOF HATCH (CONTINUED) 1.06 JOB CONDITIONS A. Verify that other trades with related work are complete before installing roof hatch(s). B. Mounting surfaces shall be straight and secure; substrates shall be of proper width. C. Refer to the construction documents, shop drawings, and manufacturer's installation instructions. D. Coordinate installation with roof membrane and roof insulation manufacturer's instructions before starting. E. Observe all appropriate OSHA safety guidelines for this work. 1.07 WARRANTY /GU A. Manufacturer's standard warranty: Materials shall be free of defects in material and workmanship for a period of five years from the date of purchase. Should a part fail to function in normal use within this period, manufacturer shall furnish a new part at no charge. Electrical motors, special finishes, and other special equipment (if applicable) shall be warranted separately by the manufacturers of those products. PART 2 -PRODUCTS 2.01 MANUFACTURER A. The BILCO Company, P.O. Box 1203, New Haven, CT 06505, (203) 934-6363, fax (203) 933-8478, Web: www.bilco.com 2.02 ROOF HATCH A. Furnish and install where indicated on plans metal roof hatch Type S, size width: T-0" (914 mm) x length: 2'-6" (762 mm). The roof hatch shall be single leaf. The roof hatch shall be pre-asssembled from the manufacturer. B. Performance characteristics: 1. Cover shall be reinforced to support a minimum live load of 40 lost (195kg/m2) with a maximum deflection of 1/1 50th of the span or 20 psf wind uplift. 2. Operation of the cover shall be smooth and easy with controlled operation throughout the entire arc of opening and closing. 3. Operation of the cover shall not be affected by temperature. 4. Entire hatch shall be weathertight with fully welded corner joints on cover and curb. C. Cover: Shall be14 gauge paint bond G-90 galvanized steel with a 3 inch (76 mm) beaded flange with formed reinforcing members. Covers shall have a heavy extruded EPDM rubber gasket that is bonded to the cover interior to assure a continuous seal when compressed to the top surface of the curb. D. Cover insulation: Shall be fiberglass of 1 inch (25.4 mm) thickness, fully covered and protected by a metal liner of 22 gauge paint bond G-90 galvanized steel. E. Curb. Shall be 12 inches (305 mm) in height and of 14 gauge paint bond G-90 galvanized steel. The curb shall be formed with a 3-1/2 inch (89 mm) flange with 7/16 inch (11.1 mm) holes provided for securing to the roof deck. The curb shall be equipped with an integral metal capflashing of the same gauge and material as the curb, fully welded at the corners, that features the Bil-Clip flashing system, including stamped tabs, 6 inches (11 53 mm) on center, to be bent inward to hold single ply roofing membrane securely in place. F. Curb insulation: Shall be rigid, high-density fiberboard of 1 inch (25.4 mm) thickness on outside of curb. G. Lifting mechanisms: Manufacturer shall provide compression spring operators enclosed in telescopic tubes to provide, smooth, easy, and controlled cover operation throughout the entire arc of opening and closing. The upper tube shall be the outer tube to prevent accumulation of moisture, grit, and debris inside the lower tube assembly. The lower tube shall interlock with a flanged support shoe through bolted to the curb assembly. I. Hardware 1. Heavy pintle hinges shall be provided. 2. Cover shall be equipped with a spring latch with interior and exterior turn handles. 3. Roof hatch strike shall be equipped with interior and exterior padlock hasps. 4. The latch strike shall be a stamped component bolted to the curb assembly. 5. Cover shall automatically lock in the open position with a rigid hold open arm equipped with a 1 inch (25.4 mm) diameter red vinyl grip handle to permit easy release for closing. 6. Compression spring tubes shall be an anti -corrosive composite material and all other hardware shall be zinc plated and chromate sealed. Springs shall have an electrocoated acrylic finish for corrosion resistance 7. Cover hardware shall be bolted into into heavy gauge channel reinforcing welded to the underside of the cover and concealed within the insulation space. J. Finishes: Factory finish shall be alkyd based red oxide primed steel. PART 3 - EXECUTION 3.01 INSPECTION I. Verify that roof hatch installation will not disrupt other trades. Verify that the substrate is dry, clean, and free of foreign matter. Report and correct defects prior to any installation. 3.02 INSTALLATION A. Submit product design drawings for review and approval to the architect or specifier before fabrication. B. The installer shall check as -built conditions and verify the manufacturer's roof hatch details for accuracy to fit the application prior to fabrication. The installer shall comply with the roof hatch Manufacturer's installation instructions. C. The installer shall furnish mechanical fasteners consistent with the roof requirements. SECTION 07920 - SEALANTS AND CAULKING A. Sealant Type 1: One component, acrylic latex, for interior non-moving joints. 1. Sonneborn "Sonoiac" or equal. B. Sealant Type 2: One component urethane, gun -grade, non -sag, for interior or exterior concealed moving joints, .^ thresholds and architectural sheet metal. 1. Sonneborn "NP1" or equal. C. Sealant Type 3: Multi-component, urethane, gun -grade, non -sag, for interior or exterior exposed moving joints (other than pavements), door and window frames, and other weather tight locations. 1. Sonneborn "NP2" or equal. D. Sealant Type 4: One component, urethane, gun -grades or pourable, self -leveling for interior or exterior horizontal joints. 1. Sonneborn "Sonolastic SL1"or equal. E. Primer: Non -staining type, recommended by sealant manufacturer to suit application. Unpainted, porous surfaces shall be primed. F. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint filling materials. G. Joint Filler: ASTM D 1056, round, closed cell polyethylene foam rod; oversized 30 to 50 percent. Polystyrene is unacceptable. H. Bond Breaker Tape: Pressure sensitive polyethylene tape recommended by sealant manufacturer to suit application. I. Clean, prepare and size joints in accordance with manufacturer's instructions. Remove any loose materials and other foreign matter which might impair adhesion of sealant. Metal surfaces shall be free of corrosion. J. Install joint filler rod to proper depth by rolling material into joint without lengthwise stretching or twisting. Do not puncture or prime filler rod. K. Sealant applications shall be performed in strict accordance with manufacturer's written specifications by trademen skilled in the work. Use making tape to protect adjacent surfaces as necessary. L. All sealing shall be done with neat, smooth tooled beads, free of air pockets, foreign embedded matter, ridges and sags, in firm full contact with interfaces. M. Work adjacent to joints shall be cleaned free of smears of sealant compound as work progresses. Seal ``\\\1IIIII/,, `` N S. .....T.H.,D21/ -,�• `, .�\STEq..is r�� Q- O - _. No. AR 11100018 2 = ® • •SO STATE OF �• • ',1-1 ' �° oDIRNP •.....a• \ ,�, �//f CHI -N I - �vvv NOV 3 0 2012 DP3 ARCHITECTS M AFMQIECM, M. 211 best Broad t301rset OroenW11 , W 28901 T. W4.=A= F. 994.282.7WY www. DPBerohaim ab.aom Project 11 11 0 • E • • • S T E A K HOUS Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By MTP Checked By BST Date 28 NOV 12 Revisions Drawing Specifications SPC3 DIVISION13 - DOORS AND WINDQWS SECTION 08110 - STEEL DOORS AND FRAMES 1. All hollow metal doors and frames will be furnished by Contractor. Refer to Door Schedule on drawings 2. Install doors and frames in accordance with SDI -100 and SDI -105 except as amended in this Section. Comply with NFPA-80 for fire treated assemblies. 3. Install steel doors and frames plumb and square in correct locations indicated on drawings and with a maximum diagonal distortion of 1/16 inch. Ensure that frames are securely and rigidly anchored to adjacent construction. 4. Hang door to fit frames closely without binding. Door to come in full contact with stops when closed. Doors shall swing quietly and easily and not strike floors at any point of swing. Doors not equipped with closers shall remain stationary in any intermediate position in which they are left. 5. Immediately after installation, touch up surface coating damage with primer paint identical to that used for shop coat. Leave in clean condition, ready for finish paint specified in Section 09900. Install rubber door silencers after frames are given finish coats of paint. SECTION 08210 - WOOD DOORS 1. Decorative wood doors will be furnished by General Contractor. Refer to Sections 01015, and door schedule on drawings. Install doors in accordance with manufacturer's instructions. 2. Conform to AWI, ANSI / AWWA requirements for fit tolerances. a. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner. Hang doors in frames not more than 3/32 inch at each side and head; clearance at the bottom shall be 3/4 inch or as required for thresholds. Adjust for smooth and balanced door movement. Door to come into full contact with stops when closed. Door shall swing quietly and easily and not strike floor at any point of swing. SECTION 08410 -ALUMINUM ENTRANCES AND STOREFRONT 1. Summary: Section includes Kawneer Architectural storefronts systems, including perimeter trims, stools, accessories, shims and anchors, and perimeter sealing of storefront units. a. Framing System: Trifab VG 451T. 2" x 4-1/2" nominal dimension; Thermal; Center; Weatherseal Glazed; Shear block. 2. Storefront system performance requirements: a. Air Infiltration: The test specimen shall be tested in accordance with ASTM E 283. Air infiltration rate shall not exceed 0.06 cfm/ft2 at a static air pressure deferential of 6.24 psf. b. Water Resistance: The test specimen shall be tested in accordance with ASTM E 331. There shall be no leakage at a minimum static air pressure differential of 8 psf as defined in AAMA 501. c. Uniform Load: A static air design load of 20 psf shall be applied in the positive and negative direction in accordance with ASTM E 330. There shall be no deflection in excess of L/175 of the span of any framing member. At a structural test load equal to 1.5 times the specific design load, no glass breakage or permanent set in the framing members in excess of 0.2% of their clear spans shall occur. c 3. Submittals: Prepare and submit (3) copies of submittals to Owner for review and approval prior to installation. ca N 4. Warranty: Manufacturer's product warranty; submit for Owner's acceptance, manufacturer's warranty for entrance system as follows: rn N � a. Warranty Period: Two (2) years from date of substantial completion of the project provided however that the Limited Warranty shall begin in no event later than six months from date of shipment by Kawneer. 5. Quality Assurance: a. Installer Qualifications: Installer with a minimum of five years experience to perform work of this section and who has specialized in C the installation of work similar to that required for this project and who is acceptable to product manufacturer. b. Manufacturer Qualifications: Manufacturer capable of providing field service representation during construction, approving acceptable E installer and approving application method. C6. Delivery, Storage, and Handling: 1� a. Packaging, shipping, handling, and unloading: Deliver materials in manufacturer's original, unopened undamaged containers with �. identification labels intact. O Z b. Storage and Protection: Store materials protected from exposure to harmful weather conditions. Handle storefront material and components to avoid damage. Protect storefront against damage from elements, construction activities, and other hazards before, during, and after entrance installation. -o OL 7. Products: a. Acceptable manufacturers / products: Kawneer Company, Incorporated or Equal. 0 Address: 555 Guthridge Court, Technology Park / Atlanta, Norcross, GA 30092. Telephone: 770-449-5555 co co or Facsimile: 770-734-1560. 0 2 b. Proprietary product(s) / system(s): Kawneer aluminum storefront system or Equal; N Series: Trifab VG 451T Framing system C: Framing member profile: 2" x 4-1/2"; Center; Weatherseal (Type B) Glased. J Finish Color: Refer to number 10 (Finishes) of this section. L U 8. Accessories: M a p a. Thermal Barrier (Trifab VG 451 T). 0 b. Kawneer Iso Lock thermal break with a 1/4 inch separation consisting of a two part chemically curing, high density polyurethane n, which is mechanically and adhesively joined to aluminum storefront sections. Q c. Thermal break shall be designed in accordance with AAMA TIR-A8 and tested in accordance with AAMA 505. N J__ 9. Fabrication: T M a. Fabrication components per manufacturer's installation instructions and with minimum clearances and shim spacing around perimeter of assembly, yet enabling installation and dynamic movement of perimeter seal. b. Accurately fit and secure joints and corners, make joints flush, hairline and weatherproof. c. Prepare units to receive anchor devices. Fabricate anchors. d. Arrange fasteners and attachments to conceal from view_ p� O U 10. Finishes: a. Factory Finishing.- Anodized dark bronze 11. Execution: a. Examination: Site verification of conditions: Verify substrate conditions (which have been previously installed under other sections) are acceptable for product installation in accordance with manufacturer's instructions. Verify openings are sized to receive storefront system and sill plate is level in accordance with manufacturer's acceptable tolerances. b. Field Measurements: Verify actual measurements / openings by field measurements before fabrication; show recorded measurements on shop drawings. Coordinate field measurements, fabrication schedule with construction progress to avoid construction delays. 12. Installation: a. Install storefront systems plumb, level, and true to line, without warp or rack or frames with manufacturer's prescribed tolerances and installation instructions. Provide support and anchor in place. b. Dissimilar Materials: Provide separation of aluminum materials from sources of corrosion or electrolytic action contact points. c. Weathertight Construction: Install sill members and other members in a bed of sealant or with joint filler or with gaskets, to provide weathertight construction. Coordinate installation with wall flashings and other components of construction. d. Related Products Installation Requirements: Sealants, as required by manufacturer. e. Glass: 1 inch clear insulated glass units. Rated for impact resistance. 13. Protection and Cleaning: a. Protection: Protect installed product's finish surfaces from damage during constructions. Protect aluminum storefront system from damage from grinding and polishing compounds, plaster, lime, acid, cement, or other harmful contaminants. b. Cleaning: Repair or replace damaged installed products. Clean installed products in accordance with manufacturer's instructions prior to Owner's acceptance. Remove construction debris from project site and legally dispose of debris. SECTION 08710 - FINISH HARDWARE A. All door hardware will be furnished by the Contractor. A schedule of hardware is shown on drawings. B. Install hardware in accordance with manufacturer's recommendations, using proper templates. C. Do not install surface -mounted items until finishes have been completed on the substrate. D. Set units level, plumb, and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. E. Drill and countersink units which are not factory -prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. F. Mount hardware units as indicated in DHI "Recommended Locations for Builders' Hardware for Standard Steel Doors and Frames". G. Through -bolt all door closures. H. Screw thresholds to substrate with No. 10 or larger stainless steel screws of the proper type for permanent anchorage of threshold. 1. Set thresholds at exterior doors in a bed of mastic sealant to completely fill concealed voids and exclude moisture from every source. Do not plug drainage holes or block weeps. Remove excess sealant. SECTION 08810 - GLASS AND GLAZING A. Mirror Glass: Quality q2, 1/4" thickness, polished edges. Mirror in Toilet Rooms to have oak frame. 1. Mastic: As recommended by manufacturer. 2. Hardware: K & V standards and brackets, satin brass finish. B. Replace broken glass and clean all glass prior to final inspection. DIVISION 9 - FINISHES SECTION 09260 - GYPSUM BOARD SYSTEM A. Gypsum Panels - Types Required: 1. Regular Board: ASTM C 36, tapered edges, thickness 1/2 inch. 2. Fire Rated Board: ASTM C 36, Type X, tapered edges, thickness 5/8 inch. 3. Water Resistant: ASTM C 630, tapered edges, thickness 1/2 inch. 4. Cement Backer Board for tile shall be "Wonderboard" or "Durock", 1/2 inch nominal thickness. B. Studs, Trim and Accessories: 1. Steel Studs: Per ASTM C 645, galvanized gauges as noted. Track shall be one size heavier than studs. 2. Corner Beads, Control Joints, and Edge Trim: Per ASTM C 1047, equal to USG #103 "Dur -A -Bead", #093 and #200-A respectively, galvanized. Unless otherwise detailed, exposed "J" trim is not acceptable. C. Fasteners: Screws, per ASTM 1002, 1-1/4 inch, Type "W" bugle head into wood framing, 1-1/8 inch, Type "S" bugle head into steel framing, and 3/8 inch, Type "S-12" pan (or low profile) head for steel to steel framing connections. SECTION 09260 - GYPSUM BOARD SYSTEM ( continued) D. Joint Treatment Materials 1. Joint Tape: Paper reinforcing tape, per ASTM C 475. 2. Joint Compound: Provide chemical hardening type of bedding and filling, and ready -mixed vinyl type for topping, per ASTM C 475. E. Steel Framing and General Gypsum Board Installation Requirements: 1. Steel Framing, Board Application and Finish Standards: GA216 and ASTM C 754 and C 840. Studding shall be 16 inches on center, unless otherwise noted. Provide horizontal bracing at 4'-0" on center, measured vertically. Frame door openings to comply with GA219. 2. Install ceiling boards in the direction and manner which will minimize the number of end -butt joints, and which will avoid end joints in the central area of each ceiling. Stagger end joints at least 4'-0". 3. Install wall/partition boards vertically to avoid end -butt joints wherever possible. 4. Locate either edge or end joints over supports. Stagger joints over different studs on opposite sides of partitions. 5. Space fasteners in gypsum board in accordance with referenced standards and manufacturer's recommendations, except as otherwise indicated. Parallel Application: 12 inches on center in field; 8 inches on center along edges. Perpendicular Application: 12 inches on center in field; 12 inches on center along edge F. Installation of Drywall Trim Accessories: 1 , Install metal corner heads at horizontal and vertical external corners of drywall work. Secure with screws; 0in.hing is not acceptable. 2. Install metal corner joint (beaded -type) where indicated at 30'-0" maximum centers in any wall or ceiling. G. Finishing of Drywall 1. Apply treatment at gypsum board joints (both directions), flanges of trim accessories, penetrations, fastener heads, surface defects and elsewhere as required to prepare work for decoration. Apply joint compound in 3 coats. Sand between last 2 coats and after last coat. SECTION 09320 - CERAMIC AND QUARRY TILE A. Quality Assurance: Perform tile work in accordance with the requirements of ANSI -TCI 137.1, "Recommended Standard Specification for Ceramic Tile". B. Waterproof Membrane: Two component liquid rubber latex with continuous fiberglass reinforcement equal to Laticrete 30/335. C. Comply with applicable TCA installation methods for substrates indicated. Provide tile expansion joints at all construction and/or joints in the slab. D. Mix and proportion pre -mix setting bed and grout materials in accordance with manufacturer's instructions. E. Lay tile in grid pattern, parallel to walls. Lay out tile work and center the fields in both directions in each space or on each wall area so that no tiles are less than 1/2 full tile width will occur. Provide uniform joint widths. F. All the shall be brought to true and level planes with joints well filled and shall be secured firmly in place. G. Cut and fit the right to protrusions and/or perpendicular interruptions. H. Sound the after setting. Replace hollow sounding units. 1. Allow tile to set for a minimum of 48 hours prior to grouting. J. Prohibit traffic from floor finish or activities near wall finish for 72 hours after installation. Protect the tile work from damage with Kraft paper or other heavy non -staining covering during the construction period. K. Upon completion of placement and grouting, clean all ceramic the surfaces so they are free of foreign matter. Acid solutions may be used when permitted by tile and grout manufacturer's printed instructions. SECTION 09510 - ACOUSTIC CEILINGS A. Acoustic Panels: 1. Size: 24" x 48" x 5/8". 2. Edges: Square Cut. 3. Color: See Finish Schedule for color. 4. Insulation: When called for; 6" fiberglass batts per Section 07210 (24" x 48"). 5. Grid System: Standard 15/16 inch cold rolled steel, hot dip galvanized, stab system, class A rated. Refer to Finish Schedule for color. Tile and grid shall be ordered and paid for by General Contractor. Contact Si Dobbins exclusively for product pricing, freight quotes, order placement, and general product information at telephone (813) 645-7536 or facsimile (813) 645-1066. Ask for Product Code NDP197. B. Gypsum Board Panels: 1. Size: 24" x 48" x 112". 2. Edges: Square Cut, Sealed. 3. Color: White. 4. Insulation: When called for: 6" fiberglass batts per Section 07210 (24" x 48"). 5. Grid System: USG, DXLA, Intermediate duty, DXLA24, Flat White. 6. Basis of Design: USG, Sheet Rock Brand, Climaplus Vinyl 3270, or equal. C. Miscellaneous Materials: Fasteners: 1. Hanger Wire: Galvanized carbon steel wire, ASTM A 641, soft temper, prestretched, Class 1 coating, sized so that stress is 3 times the hanger design load (ASTM C 635, Table 1, Direct Hung), will be less than yield stress of wire, but provide not less than 12 gauge. 2. Edge Molding and Trim.- Metal of types and profiles indicated or, if not indicated, provide manufacturer's standard molding for edges and penetratoins on ceiling which fits with type of edge detail and suspension system specified. D. Painted Ceilings, Grid and Accessories: 1. Paints for the ceiling grid are custom colors available through Sherwin Williams. This is a non -substitute item. Grid, A/C grills and recessed can light trims are to be painted to match adjoining materials as noted. Contact Lynde West at (407) 736-0426. Paints shall be ordered and paid for by the General Contractor, 2. At entry into kitchen from dining areas, vinyl faced gypsum panels must be painted prior to installation into the grid system. Do not paint in place. E. Installation: 1. Install suspension system to comply with ASTM C 636. Locate hangers not less than 6" from each end and spaced 4'-0" along each carrying channel or direct -hung runner, unless otherwise indicated, leveling to tolerance of 1/8 inch in 12'-0". In kitchen areas, hangers shall be spaced X-0" along each carrying channel or direct -hung runner to obtain load capacity of 16 pounds per lineal feet. Provide hanger wire at each corner of each recessed fluorescent fixture. 2. Secure wire hanges by looping and wire -tying, either directly to structures or to inserts, eye screws, or other devices which are secure and appropriate for substrate, and which will not deteriorate or fail with age or elevated temperatures. 3. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum which are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset resulting horizontal force by bracing, countersplaying or other equally effective means. 4. Install edge moldings of type indicated at perimeter of acoustical ceiling area and at locations where necessary to conceal edges of acoustical units. Provide Hold -Down clips on ceiling panels in Vestibule. 5. Clean exposed surfaces of acoustical ceilings, including trim, edge moldings. and suspension members; comply with manufacturer's instructions for cleaning and touch-up of minor finish damage. Remove and replace work which cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. SECTION 09900 - PAINTING A. Provide labor, materials, equipment and related items required to complete the exterior and interior items and surfaces throughout the project including filling, sealing, priming, and finishing. B. Mechanical and Electrical work to be painted includes the following (but not limited to): 1. Exposed piping and/or insulation, inside and outside building. 2. Mechanical equipment supports. 3. Exposed conduits, boxes, and panel fronts. C. Ensure surface temperature and the surrounding air temperature are above 50 degrees F., before applying paint materials. D. Provide adequate continuous ventilation and sufficient heating facilities to maintain temperatures above 45 degrees F., for 24 hours before, du and after application of paint and materials. E. Provide minimum 25 foot candles of lighting on surfaces to be painted. F. Acceptable manufacturer; 1. Sherwin-Williams. G. Perform preparation, filling, sealing, sanding, and cleaning of surfaces scheduled to be painted in accordance with paint manufacturer's instruc H. Remove hardware and accessories, fittings, and fastenings, electrical plates, lighting fixtures and similar items. Reinstall removed items after completion of painting. I. Do not paint over dirt, dust, stains, rust, scale, oil, grease, moisture, scuffed surfaces, or other contamination or conditions detrimental to form of a durable paint film. J. Backprime woodwork as follows: 1. Interior painted wood: "Latex Interior Primer". 2. Interior painted gypsum board: "Latex Interior Primer". K. Apply paint in accordance with paint manufacturer's instructions and as herein specified. L. Apply each coat of paint at no less than spreading rate indicated in manufacturer's instructions. M. Sand lightly between enamel coats. N. Comply cover items/surfaces schedule to be painted to provide a smooth surface of uniform finish, color, appearance and paint material coven free from cloudiness, spotting, holidays, laps, brush marks, runs, streaks, sags, ropiness and other surface imperfections. O. Paint items/surfaces listed for each of the following substrates with the system of paint coats specified. Colors are indicated on drawings. 1. Exterior Wood Doors (Stained), where occurs. Stain Coat: (1) coat stain "S-1" as listed on Room Finish Legend. Finish: (2) coats varnish "V-1" as listed on Room Finish Legend. Sand between each coat. 2. Interior Wood Doors (Stained) Stain Coat: (1) coat stain "S-1" as listed on Room Finish Legend. Finish: (2) coats varnish "V-1" as listed on Room Finish Legend. Sand between each coat. 3. Exterior Galvanized Metal. Clean with Metal Treat (Phosphoric -Acid) and reins well with clear water. Primer: (1) coat Sherwin-Williams "Galvanized Metal Latex Primer". Finish: (2) coats Sherwin-Williams A100 Gloss Acrylic. Color: Refer to Exterior Elevations. 4. Exterior Wood (Stained), where occurs. Stain Coat: (1) coat stain "S-1" as listed on Room Finish Legend. Finish: (2) coats varnish "V-1" as listed on Room Finish Legend. Sand between each coat. 5. Exterior Trim (Paint) (Verify suitability with proposed E.I.F.S.) Primer: (1) coat Sherwin-Williams "Exterior Latex Primer". Finish: (2) coats Sherwin-Williams A100 Gloss Acrylic. Color: Refer to Exterior Elevations. 6. Interior Gypsum Board. Primer: Refer to Room Finish Schedule and Room Finish Legend. Finish: Refer to Room Finish Schedule and Room Finish Legend. 7. Interior Wood (Stained) Stain Coat: (1) coat stain as called out on Room Finish Legend and Interior elevations Finish: (2) coats varnish "V-1" as listed on Room Finish Legend. Sand between each coat. DIVISION 10 - SPECIALTIES SECTION 10150 - TOILET COMPARTMENTS A. All compartments and screens are furnished and installed by Contractor. Manufacturer equal to "General Partitions Manufacturing", Series 40. Floor supported with headrail design, with door bumper and coat hooks. Laminate: Refer to finish schedule. 1. No laminate seaming on doors. Seam at center of partition, if required. 2. Seal seams with clear silicone. No visible, excessive silicone allowed. B. Install partitions secure, plumb, level and square. C. Mount panels, doors and urinal screens with bottom edges 12 inches above the floor. D. Mount headrails for bracing 12 inches above tops of doors and panels. E. Attach panel brackets securely to walls using appropriate anchorage devices. F. Attach panel and pilasters to brackets with through bolts and nuts. G. Anchor urinal screens to walls to support 150 pound loads required in RR -P-1352. Urinal screens must have floor to ceiling end post. H. Conceal floor fastenings with pilaster shoes. 1. Equip each door with hinges, latch, keeper and stop, door pull and coat hook with bumper. J. Adjust and align hardware to uniform clearance at vertical edge of doors not exceeding 3/16 inch. K. Adjust hinges to locate doors in partial open position when unlatched. 1. Set Accessible Compartment doors to return within 5 degrees of closed position. 2. Set all other doors to return within 30 degrees of closed position. L. Partitions are available through Panel Center (614) 274-6000. SECTION 10800 - TOILET ACCESSORIES A. All toilet accessories are furnished and installed by the Contractor. Coordinate rough -in, openings and wood blocking. B. Install fixtures, accessories and items in accordance with manufacturer's instructions, and where affected, at heights or locations for the handicapped as indicated or specified herein. C. Install true, plumb and level, securely and rigidly anchored to substrate. D. Refer to toilet accessories schedule on drawings. E. Baby Changing Stations to be furnish and installed by Contractor. This is a non -substitute item. F. All accessories available through Panel Center (614) 274-6000. Seal NOV 3 0 2011 DP3 ARCHITECTS DM AROHIMM. LTD. 211 EW 81111111111111111 ON an hods. 8C 20601 T. 684.282.6®00 F. 864.20.75W WWW.rohlaohm nn Project • OOUT84% r IK• • S T E A K H O U S E • Outback Steakhouse Carmel, IN Store # 1513 Project Number 11242 Drawn By MTP Checked By BST Date 28 NOV 12 Revisions Drawing Specifications SPC4