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HomeMy WebLinkAboutAs Built Drawings-FINALBRACE WALL STUD FRAMING TO STRUCTURE ABOVE DEFLECTION SLIP TRACK 16GA.CR. BRIDGING CHANNEL AS REQ'D. BY MANUFACTURER FOR HEIGHT LIMITS SI ADJUST CEILING TILE & GRID AS NEEDED FOR NEW WALL AND RE-FINISHING OF EXISTING WALLS 1 LAYER OF 5/8" GYPSUM WALL BOARD SHEATHING ON BOTH SIDES OF METAL STUD FRAMING ABOVE 8-0" FRP LEVEL 3 5/8" OR 6" METAL STUD FRAMING, SEE SPECIFICATIONS FOR SPACING & GAGE EPOXY BASE AS NOTED FINISHED FLOOR LINE A 6A INDICATED AS ON PLANS 1 LAYER OF 5/8" FIRE TREATED SHEATHING ON BOTH SIDES OF METAL STUD FRAMING FROM FLOOR TO 8'-0", FRP OVER TOP CITY OF WATERLOO 5 SULLIVAN BROTHER CONVENTION CENTER KITCHEN REMODEL ABBREVIATIONS: ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMINUM APROX APPROXIMATE ARCH ARCHITECTURAL AW ARCHITECTURAL WOODWORK BD BOARD BLDG BUILDING BLKG BLOCKING BGC BY GENERAL CONTRACTOR BO BY OTHER (THAN CONTRACTOR) BOC BOTTOM OF CURB CAB CABINET CB CERAMIC BASE CG CORNER GUARD CLG CEILING CJ CONTROL JOINT CL CENTERLINE CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS CPT CARPET CT CERAMIC TILE CTB CERAMIC TILE BASE D DEPTH DEMO DEMOLITION DIA DIAMETER DN DOWN DTL DETAIL DWG DRAWING ELECT ELECTRICAL ELEV ELEVATION EM ENTRY MATT EJ EXPANSION JOINT EQ EQUAL EXT EXTERIOR EXIST EXISTING FD FLOOR DRAIN FEC FIRE EXTINGUISHER CABINET FV FIELD VERIFY GC GENERAL CONTRACTOR GWB GYPSUM WALL BOARD GYP GYPSUM HM HOLLOW METAL HOR HORIZONTAL INSUL INSULATION KS KNEE SPACE LKR LOCKER MANUF MANUFACTURER MAX MAXIMUM MECH MECHANICAL MIN MINIMUM MIL MILLIMETER MTL METAL MISC MISCELLANEOUS NS NATRUAL STONE NSB NATRUAL STONE BLEND NIC NOT IN CONTRACT NTS NOT TO SCALE OPGN OPENING OD OVERFLOW ROOF DRAIN OC ON CENTER OPP OPPOSITE PLAM PLASTIC LAMINATE PLYWD PLYWOOD PREFIN PREFINISHED PT PAINT PORCT PROCELAIN TILE RAD RADIUS RB RUBBER BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN REQD REQUIRED RF RESILIENT FLOORING SC SEALED CONCRETE SCHED SCHEDULE SPECD SPECIFIED STRUCT STRUCTURAL SIM SIMILAR T&G TONGUE AND GROOVE THRU THROUGH TYP TYPICAL UL UNDERWRITERS LABORATORIES UNO UNLESS NOTED OTHERWISE VERT VERTICAL VCT VINYL COMPOSITE TILE VIF VERIFY IN FIELD VWC VINYL WALL COVERING W/ WITH W/O WITHOUT WB WOOD BASE WBL WOOD BLOCKING WD WOOD WSCT WAINSCOT WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH 205 W 4TH ST WATERLOO, IA 50701 BID DOCUMENTS 10.21.2019 VERIFY REQ'D. CLEARANCE FOR DEFLECTION PROJECT NO: 16021 DATE: 10.21.2019 SHEET SET: BID DOCUMENTS SHEET NAME: TITLE SHEET SHEET: AO.00 Copyright fc) 2019 INVISION PLANNING | ARCHITECTURE | INTERIORS 501 Sycamore Street Suite 101 Waterloo, IA 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com CONSULTANT: MEP MODUS ENGINEERING REVISIONS: Description Date No. OWNER SIGN-OFF: DATE NAME SHEET INDEX: 1. ARCHITECTURAL A0.00 TITLE SHEET A1.10 LOWER LEVEL FLOOR PLAN A1.40 LOWER LEVEL - ENLARGED FLOOR PLAN 2. MEP ME001 COVER SHEET PD101 PLUMBING DEMOLITION PLAN P101 PLUMBING NEW WORK PLAN GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCE IN FORCE AT TIME OF CONSTRUCTION. 2. VERIFY ALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB BEFORE PROCEEDING WITH THE WORK. DISCREPANCIES, IF ANY, ARE TO BE REFERRED TO THE ARCHITECT IMMEDIATELY FOR DETERMINATION ON HOW TO PROCEED. 3. UNLESS NOTED OTHERWISE, THE PLAN DIMENSIONS SHOWN ARE: A. TYPICALLY TO THE CENTERLINE OF INTERIOR PARTITIONS B. TO THE FACE OF WALLS IN HALLWAYS SHOWING CLEAR WIDTHS C. TO THE FACE OF FURRED OUT WALLS D. TO THE FACE OF MASONRY OR CONCRETE WHERE INDICATED E. IF DIMENSION POINT IS IN QUESTION, CONTACT ARCHITECT 4. CONTRACTORS SHALL CONSULT PLANS OF ALL TRADES FOR OPENINGS AND ROUGH-OUTS THROUGH SLABS, WALLS, CEILINGS, AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT, AND SHALL VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH WORK. 5. PROVIDE FIRE RESISTIVE CLOSURE, MEETING THE REQUIREMENTS OF THE GOVERNING FIRE AUTHORITIES, AT ALL GAPS AROUND THE PENETRATING DUCT, PIPES, CONDUITS, ETC, AT ALL FIRE RATED BUILDING PARTITIONS AND CEILINGS. 6. THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS AND EQUIPMENT, FURNISHED AND INSTALLED BY HIMSELF/HERSELF OR OTHERS, PRIOR TO PROCEEDING WITH WORK. 7. ROOM FINISH SCHEDULE SHALL NOT BE TAKEN AS A COMPLETE SPECIFICATION FOR ALL INTERIOR ROOM MATERIALS. HOWEVER, IT SHALL BE BINDING TO THE EXTENT OF THE MATERIAL IT DOES SPECIFY. THE CONTRACTOR SHALL CHECK THE SCHEDULE WITH SPECIFICATIONS AND DRAWINGS FOR OTHER MATERIALS NOT COVERED BY THE SCHEDULE. 8. REFER TO SPECIFICATIONS FOR ACCESS DOORS AND CONSULT WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS OF ACCESS REQUIRED BY THEIR WORK. ACCESS MUST BE PROVIDED FOR ALL CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER LINKAGE, ELECTRICAL JUNCTION BOXES, ETC. OBTAIN ARCHITECT'S APPROVAL IN LOCATING ALL ACCESS DOORS PRIOR TO INSTALLATION. 9. ALL PIPING, CONDUITS, DUCTS, ETC, SHALL BE FURRED-IN, IN ALL ROOMS EXCEPT ELECTRICAL CLOSETS, TELEPHONE CLOSETS, MECHANICAL ROOMS, AND ROOMS DESIGNATED IN THE ROOM FINISH SCHEDULE TO HAVE EXPOSED ROOF STRUCTURE. 10. MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND SYMBOLS 11. CONTRACTOR SHALL COORDINATE WITH ALL OWNER FURNISHED ITEMS AND PROVIDE ALL REQUIRED MECHANICAL AND ELECTRICAL CONNECTIONS, INCLUDING STUB OUTS FOR NEW OR FUTURE WORK. 12. PROVIDE CONSTRUCTION AND CONTROL JOINTS IN CONCRETE SLABS ON GRADE TO MATCH EXISTING ADJACENT LOCATIONS. 13. ALL CONCEALED WOOD BLOCKING IN INTERIOR WALLS IS REQUIRED TO BE FIRE TREATED. 14. CONTRACTOR TO MOVE EXISTING EQUIPMENT AND PROTECT ALL OTHER EQUIPMENT AND AREAS WHERE CONSTRUCTION IS NOT HAPPENING. 15. REMOVE AND REINSTALL CEILING TILE AND GRID AS NEEDED FOR ABOVE CEILING WORK, COORDINATE WITH MEP DRAWINGS. 16. FLOOR DEMO IS SHOWN AS A REFERENCE/APPROXIMATE AMOUNT THAT NEEDS TO BE REMOVED. COORDINATE WITH MEP DRAWINGS AND VERIRYING OF EXISTING PIPING LOCATIONS TO DETERMINE DEMO AMOUNT. CROSS REFERENCE LEGEND: LETTERS OR NUMBERS REFERS TO SECTION OR DETAIL SIM1 NUMBER REFERS TO THE SHEET# ON WHICH THE DETAIL APPEARS A101 INDICATES WALL CONSTRUCTION TYPE ALTERNATES: COORDINATE W/ MEP DRAWINGS AND SPEC FOR MORE INFO: BASE BID: PVC PIPING FOR SANITARY SEWER PIPING AND COPPER TUBING FOR DOMESTIC WATER PIPING ALTERNATE #1 : STAINLESS STEEL PIPING FOR SANITARY SEWER PIPING AND PEX PIPING FOR DOMESTIC WATER ALTERNATE #2: CHEMDRAIN POLY PROPYLENE PIPING FOR SANITARY SEWER PIPING. I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly registered architect under the laws of the State of Iowa. MICHAEL R BROSHAR m- ■%% S£?a MICHAEL R = BROSHAR= ? °0V s Printed or typed name ' Q Signature 02463 JUNE 30, 2020 SEPTEMBER 9, 1983 Date issued _ o Doc,uTV Registration expireso ° o O O O o ° ">//,„ iowfc ////////iminm"V ARCHITECTURAL SERIES Pages or sheets covered by this seal 6" MI N . td 5 SU L L I V A N BR O T H E R CO N V E N T I O N CE N T E R KI T C H E N RE M O D E L 20 5 W 4T H ST WA T E R L O O , IA 50 7 0 1 CI T Y OF WA T E R L O O 1 0 / 1 5 / 2 0 1 9 1 1 :4 1 :0 3 AM C : \ R e v i t L o c a l F i l e s \ 1 6 0 2 1 _ 5 Su l l i v a n Br o t h e r Co n v e n t i o n C en t e r _ R 1 5 _ c o d y m. rv t CROSS REFERENCE LEGEND: LETTERS OR NUMBERS REFERS TO SECTION OR DETAIL NUMBER REFERS TO THE SHEET # ON WHICH THE DETAIL APPEARS INDICATES WALL CONSTRUCTION TYPE A101 1 SIM XXX GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCE IN FORCE AT TIME OF CONSTRUCTION. 2. VERIFY ALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB BEFORE PROCEEDING WITH THE WORK. DISCREPANCIES, IF ANY, ARE TO BE REFERRED TO THE ARCHITECT IMMEDIATELY FOR DETERMINATION ON HOW TO PROCEED. 3. UNLESS NOTED OTHERWISE, THE PLAN DIMENSIONS SHOWN ARE: A. TYPICALLY TO THE CENTERLINE OF INTERIOR PARTITIONS B. TO THE FACE OF WALLS IN HALLWAYS SHOWING CLEAR WIDTHS C. TO THE FACE OF FURRED OUT WALLS D. TO THE FACE OF MASONRY OR CONCRETE WHERE INDICATED E. IF DIMENSION POINT IS IN QUESTION, CONTACT ARCHITECT 4. CONTRACTORS SHALL CONSULT PLANS OF ALL TRADES FOR OPENINGS AND ROUGH-OUTS THROUGH SLABS, WALLS, CEILINGS, AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT, AND SHALL VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH WORK. 5. PROVIDE FIRE RESISTIVE CLOSURE, MEETING THE REQUIREMENTS OF THE GOVERNING FIRE AUTHORITIES, AT ALL GAPS AROUND THE PENETRATING DUCT, PIPES, CONDUITS, ETC., AT ALL FIRE RATED BUILDING PARTITIONS AND CEILINGS. 6. THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS AND EQUIPMENT, FURNISHED AND INSTALLED BY HIMSELF/HERSELF OR OTHERS, PRIOR TO PROCEEDING WITH WORK. 7. ROOM FINISH SCHEDULE SHALL NOT BE TAKEN AS A COMPLETE SPECIFICATION FOR ALL INTERIOR ROOM MATERIALS. HOWEVER, IT SHALL BE BINDING TO THE EXTENT OF THE MATERIAL IT DOES SPECIFY. THE CONTRACTOR SHALL CHECK THE SCHEDULE WITH SPECIFICATIONS AND DRAWINGS FOR OTHER MATERIALS NOT COVERED BY THE SCHEDULE. 8. REFER TO SPECIFICATIONS FOR ACCESS DOORS AND CONSULT WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS OF ACCESS REQUIRED BY THEIR WORK. ACCESS MUST BE PROVIDED FOR ALL CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER LINKAGE, ELECTRICAL JUNCTION BOXES, ETC. OBTAIN ARCHITECT'S APPROVAL IN LOCATING ALL ACCESS DOORS PRIOR TO INSTALLATION. 9. ALL PIPING, CONDUITS, DUCTS, ETC., SHALL BE FURRED-IN, IN ALL ROOMS EXCEPT ELECTRICAL CLOSETS, TELEPHONE CLOSETS, MECHANICAL ROOMS, AND ROOMS DESIGNATED IN THE ROOM FINISH SCHEDULE TO HAVE EXPOSED ROOF STRUCTURE. 10. MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND SYMBOLS 11. CONTRACTOR SHALL COORDINATE WITH ALL OWNER FURNISHED ITEMS AND PROVIDE ALL REQUIRED MECHANICAL AND ELECTRICAL CONNECTIONS, INCLUDING STUB OUTS FOR NEW OR FUTURE WORK. 12. PROVIDE CONSTRUCTION AND CONTROL JOINTS IN CONCRETE SLABS ON GRADE TO MATCH EXISTING ADJACENT LOCATIONS. 13. ALL CONCEALED WOOD BLOCKING IN INTERIOR WALLS IS REQUIRED TO BE FIRE TREATED. 14. CONTRACTOR TO MOVE EXISTING EQUIPMENT AND PROTECT ALL OTHER EQUIPMENT AND AREAS WHERE CONSTRUCTION IS NOT HAPPENING. 15. REMOVE AND REINSTALL CEILING TILE AND GRID AS NEEDED FOR ABOVE CEILING WORK, COORDINATE WITH MEP DRAWINGS. 16. FLOOR DEMO IS SHOWN AS A REFERENCE/APPROXIMATE AMOUNT THAT NEEDS TO BE REMOVED. COORDINATE WITH MEP DRAWINGS AND VERIRYING OF EXISTING PIPING LOCATIONS TO DETERMINE DEMO AMOUNT. ABBREVIATIONS: ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMINUM APROX APPROXIMATE ARCH ARCHITECTURAL AW ARCHITECTURAL WOODWORK BD BOARD BLDG BUILDING BLKG BLOCKING BGC BY GENERAL CONTRACTOR BO BY OTHER (THAN CONTRACTOR) BOC BOTTOM OF CURB CAB CABINET CB CERAMIC BASE CG CORNER GUARD CLG CEILING CJ CONTROL JOINT CL CENTER LINE CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS CPT CARPET CT CERAMIC TILE CTB CERAMIC TILE BASE D DEPTH DEMO DEMOLITION DIA DIAMETER DN DOWN DTL DETAIL DWG DRAWING ELECT ELECTRICAL ELEV ELEVATION EM ENTRY MATT EJ EXPANSION JOINT EQ EQUAL EXT EXTERIOR EXIST EXISTING FD FLOOR DRAIN FEC FIRE EXTINGUISHER CABINET FV FIELD VERIFY GC GENERAL CONTRACTOR GWB GYPSUM WALL BOARD GYP GYPSUM HM HOLLOW METAL HOR HORIZONTAL INSUL INSULATION KS KNEE SPACE LKR LOCKER MANUF MANUFACTURER MAX MAXIMUM MECH MECHANICAL MIN MINIMUM MIL MILLIMETER MTL METAL MISC MISCELLANEOUS NS NATRUAL STONE NSB NATRUAL STONE BLEND NIC NOT IN CONTRACT NTS NOT TO SCALE OPGN OPENING OD OVERFLOW ROOF DRAIN OC ON CENTER OPP OPPOSITE PLAM PLASTIC LAMINATE PLYWD PLYWOOD PREFIN PREFINISHED PT PAINT PORCT PROCELAIN TILE RAD RADIUS RB RUBBER BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN REQD REQUIRED RF RESILIENT FLOORING SC SEALED CONCRETE SCHED SCHEDULE SPECD SPECIFIED STRUCT STRUCTURAL SIM SIMILAR T&G TONGUE AND GROOVE THRU THROUGH TYP TYPICAL UL UNDERWRITERS LABORATORIES UNO UNLESS NOTED OTHERWISE VERT VERTICAL VCT VINYL COMPOSITE TILE VIF VERIFY IN FIELD VWC VINYL WALL COVERING W/ WITH W/O WITHOUT WB WOOD BASE WBL WOOD BLOCKING WD WOOD WSCT WAINSCOT WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH ALTERNATES: COORDINATE W/ MEP DRAWINGS AND SPEC FOR MORE INFO: BASE BID: PVC PIPING FOR SANITARY SEWER PIPING AND COPPER TUBING FOR DOMESTIC WATER PIPING ALTERNATE #1: STAINLESS STEEL PIPING FOR SANITARY SEWER PIPING AND PEX PIPING FOR DOMESTIC WATER ALTERNATE #2: CHEMDRAIN POLY PROPYLENE PIPING FOR SANITARY SEWER PIPING. ADJUST CEILING TILE & GRID AS NEEDED FOR NEW WALL AND RE-FINISHING OF EXISTING WALLS 16 GA. C.R. BRIDGING CHANNEL AS REQ'D. BY MANUFACTURER FOR HEIGHT LIMITS BRACE WALL STUD FRAMING TO STRUCTURE ABOVE VERIFY REQ'D. CLEARANCE FOR DEFLECTION 3 5/8" OR 6" METAL STUD FRAMING, SEE SPECIFICATIONS FOR SPACING & GAGE EPOXY BASE AS NOTED FINISHED FLOOR LINE 1 LAYER OF 5/8" GYPSUM WALL BOARD SHEATHING ON BOTH SIDES OF METAL STUD FRAMING ABOVE 8'-0" FRP LEVEL 6" M I N . INDICATED AS ON PLANS A DEFLECTION SLIP TRACK 1 LAYER OF 5/8" FIRE TREATED SHEATHING ON BOTH SIDES OF METAL STUD FRAMING FROM FLOOR TO 8'-0", FRP OVER TOP 6A PLANNING ARCHITECTURE INTERIORS Copyright C 2019 OWNER SIGN-OFF: SHEET NAME: PROJECT NO: DATE: SHEET SET: REVISIONS: DATE SHEET: NAME 501 Sycamore Street Suite 101 Waterloo, IA 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com CONSULTANT: 10 / 1 5 / 2 0 1 9 1 1 : 4 1 : 0 3 A M C: \ R e v i t L o c a l F i l e s \ 1 6 0 2 1 _ 5 S u l l i v a n B r o t h e r C o n v e n t io n C e n t e r _ R 1 5 _ c o d y m . r v t CITY OF WATERLOO 5 SULLIVAN BROTHER CONVENTION CENTER KITCHEN REMODEL 205 W 4TH ST WATERLOO, IA 50701 BID DOCUMENTS 10.21.2019 A0.00 10.21.2019 TITLE SHEET 16021 5 S U L L I V A N B R O T H E R C O N V E N T I O N CE N T E R K I T C H E N R E M O D E L 20 5 W 4 T H S T WA T E R L O O , I A 5 0 7 0 1 CI T Y O F W A T E R L O O BID DOCUMENTS MODUS ENGINEERING MEP SHEET INDEX: REGISTE R E D P R OFESSIONAL A R C H I TECT O WI A I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly registered architect under the laws of the State of Iowa. Pages or sheets covered by this seal Printed or typed name Signature Registration expires Date issued MICHAEL R BROSHAR 02463 MICHAEL R BROSHAR ARCHITECTURAL SERIES JUNE 30, 2020 SEPTEMBER 9, 1983 1. ARCHITECTURAL A0.00 TITLE SHEET A1.10 LOWER LEVEL FLOOR PLAN A1.40 LOWER LEVEL - ENLARGED FLOOR PLAN 2. MEP ME001 COVER SHEET PD101 PLUMBING DEMOLITION PLAN P101 PLUMBING NEW WORK PLAN Description Date No. AS BUILT DRAWINGS 2 1/2"f LOWER LEVEL PLAN ; -14' -0"-A,4 4 44 434,4 -4' 4 -4-a4. 4 >: 4 4 4 4 4 4 4 4 4 : 3 3 3 3 3 - • - •• 3 - ••CD* a ■éü'-:3 -tfffi l i&SsSsSsâsSs5sSsSsSsSS5Ssss&&SîôôÔôÔôôSÆôôôôSS5 ■ ~— ÏsnnShhhhhhhhhs^^hhhhs I.J. ■V 6"?. '43 -<3 -1">n' 4 4a4" I_______I 1\-0" 4 4 "#sU■-_-: :::::: -7-C 3 ILO4 4 V " : " : " :4' - 4-J T=- 4' - 6"*_f *-REM0VE AND REUSE EXISTING DOCK BUMPERS DEMO EXISTING DOCK LEVELER & STEEL ANGLES, POUR BACK NEW CONCRETE WALL & SLAB TO MATCH EXISTING ADJACENT, TIE IN W/ REBAR AS NOTED, FILL AREA WITH COMPACTED GRANULAR FILL b OM #4 HORIZONTAL BARS DOWELED 6" INTO EXISTING SIDE WALLS, #4 HORIZONTAL & VERTICAL BARS CONTINUOUS TIED TO DOWELS #5 VERTICAL BARS DOWELED 6" INTO EXISTING WALL CUT EXISTING WALL BACK AS NEEDED TO REMOVE DAMAGED CONCRETE WALL, ALL SIDES 4" THICK CONCRETE SLAB W/ 6x6-1.4x1.4 W.W.M. TO MATCH EXISTING PROVIDE NEW STEEL ANGLE AT EDGE OF NEW DOCK SLAB, FULL LENGTH INVISIONGENERAL EXISTING FLOOR PLAN NOTES:PLANNING | ARCHITECTURE | INTERIORS 1. HATCHED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. 1 2. HATCHED AREA IS SHOWING DEMOED FLOOR AREA, COORDINATE W/ J MEP PLANS AND CONTRACTOR.501 Sycamore Street Suite 101 Waterloo, IA 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com 3. CONCRETE FLOORS TO BE PATCHED BACK ARE TO MATCH EXISTING THICKNESS AND FINISH OF ADJACENT FLOORS, TIE FLOORS INTO ADJACENT W/ #4 REBAR DOWELS @ 16" O.C. 6" DEPTH EACH SIDE 4. EXISTING WALLS (NON-CMU) TO BE DEMOED DOWN TO STUDS AND NEW SHEATHING & FRP TO BE PUT BACK. ABOVE FRP DRYWALL TO BE FINISHED AND PAINTED TO MATCH EXISTING WALLS, SIMILAR TO WALL TYPE A CONSULTANT: MEP MODUS ENGINEERING5. HATCH INDICATES EPOXY FLOORING. EPOXY FLOORING TRANSITION SHALL OCCUR AT CENTER OF DOOR LEAF, TYPICAL ALL DOORS. PROVIDE REDUCER STRIP AT EACH DOOR AND END OF EPOXY LOCATIONS. 6. REFLECTED CEILING TO BE REMOVED AND REINSTALLED AS NEEDED TO PERFORM ASSOCIATED WORK. 7. DEMO EXISTING DOCK LEVELER AND STEEL ANGLES AS NOTED. SAW CUT WALL BACK AS NEEDS TO REMOVE ANY DAMAGED AREAS FROM DEMO. POUR BACK NEW CONCRETE WALL TO MATCH THICHNESS AND FINISH, TIE WALL INTO ADJACENT WALL & SLAB AS NOTED ON DRAWINGS. GENERAL FLOOR PLAN NOTES: 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, OTHER DISCIPLINES AND SPECIFICATIONS. REVISIONS: Description Date No. PROJECT NO: 16021 DATE: 10.21.2019 SHEET SET: BID DOCUMENTS SHEET NAME: LOWER LEVEL FLOOR PLAN SHEET: A1.10 Copyright (T) 2016 OWNER SIGN-OFF: DATE NAME ©DOCK SECTION 11/2" = r-o" A 1I - 0"4" 3' «05 ,1.414' - 8"A/!■-4" 2-4"I T , 1 EXISTING DOOR FRAME mr yum; DEMO EXISTING DOCK LEVELER & STEEL ANGLES, POUR BACK NEW CONCRETE WALL TO MATCH EXISTING ADJACENT, TIE IN W/ REBAR AS NOTED EXISTING DOOR 3EXISTING WALL iCOI(ÔÔ8)IJ.OWER LEVEL PLAN -14'-0" CEMENTITIOUS URETHANE FLOORING, W/KEYWAY AT EXISTING DOOR TNIIÔ)HATCHED AREA INDICATES DEMO OF FLOOR, PATCH BACK TO MATCH EXISTING ADJACENT & FINISH, COORDINATE W/ MEP i j-i ✓j j-t i ,1.1aLOORING REDUCER DETAIL AT DOORS TYP.DEMO WALLS DOWN TO STUDS, PROVIDE NEW SHEATHING & FRP, SIMILAR TO WALL TYPE A 3TRASH 011 /" = r-o"315 SFNEW 4" CONCRETE SLAB @ LOADING DOCK ■3A I iLO I IREMOVE AND REINSTALL EXISTING DOCK BUMPERS IN SAME LOCATIONS. i !CEMENTITIOUS URETHANE COVE ji iKITCHEN'N i ji NEW KEYWAY D ,F I J29' - 4"11 ' - 0" |;—1CEMENTITIOUS URETHANE FLOORING LOWER LEVEL PLAN -14'-0" i i.i Iii L DEMO WALLS DOWN TO STUDS, PROVIDE NEW SHEATHING & FRP, SIMILAR TO WALL TYPE A------- I ^^ÇOVE BASE DETAIL TYP.i i LO" = r-o"ii i i rUPJ n NO WORK IN HATCHED AREAr#4 BARS DOWELED 6" INTO EXISTING SLAB 16" O.C. 5o I -l i Ô)I6"6"4 5' -3 1/8"I I 4" THICK CONCRETE SLAB W/ 6x6-1.4x1.4 W.W.M. TO MATCH EXISTING i i i i i I /L L./ COMPACTED GRANULAR FILL L© *3 ©CONCRETE PATCH TIE-IN TYP.LOWER LEVEL PLAN KEY PLAN - LOWER LEVEL11 1/2" = r-o"1/8" = r-o"1 " = 80'-0" NORTH ,2 1/2" A d 5 SU L L I V A N BR O T H E R CO N V E N T I O N CE N T E R KI T C H E N RE M O D E L 20 5 W 4T H ST WA T E R L O O , IA 50 7 0 1 CI T Y OF WA T E R L O O C : \ R e v i t L o c a l F i l e s \ l 60 2 1 _5 Su l l i v a n Br o t h e r C o n v e n t i o n Ce n t e r _ R 1 5 _ c o d y m . r v t 10 / 1 5 / 2 0 1 9 3: 2 5 : 2 4 PM SH E E T RE S P O N S I B I L I T Y : A u t h o r UP 271 SF OFFICE 001 E-3 008 E-3A 8" 6' - 4 " 8" 8" 11' - 0" 1' - 0" 29' - 4"8"35' - 8"8" 75 SF ELEVATOR 8" 9' - 10" 8" 1' - 0" 11' - 0" 8" 4' - 2 " 4' - 3 " 8" 7' - 8 " 019 193 SF WALK - IN REFRIG./ FREEZER 021011007010 2' - 8" 4' - 8" 3' - 0"4" 8" 4" 4' - 8" 3' - 4" 2' - 4" ? ? 005 5' - 3 1/8" 193 SF STORAGE 006 158 SF MEN 007 157 SF WOMEN 008 170 SF OFFICE 009 266 SF STORAGE 010 LOADING DOCK 315 SF TRASH 011 1240 SF KITCHEN WASH AREA 012 2427 SF KITCHEN PREPARATION 013 A1.40 1 2 A1.10 6A 19 ' - 2 " 5' - 4 " 17 ' - 6 " 5' - 4 " 19 ' - 8 " DEMO EXISTING DOCK LEVELER & STEEL ANGLES, POUR BACK NEW CONCRETE WALL TO MATCH EXISTING ADJACENT, TIE IN W/ REBAR AS NOTED HATCHED AREA INDICATES DEMO OF FLOOR, PATCH BACK TO MATCH EXISTING ADJACENT & FINISH, COORDINATE W/ MEP NEW 4" CONCRETE SLAB @ LOADING DOCK REMOVE AND REINSTALL EXISTING DOCK BUMPERS IN SAME LOCATIONS. DEMO WALLS DOWN TO STUDS, PROVIDE NEW SHEATHING & FRP, SIMILAR TO WALL TYPE A DEMO WALLS DOWN TO STUDS, PROVIDE NEW SHEATHING & FRP, SIMILAR TO WALL TYPE A 3 A1.10 4 A1.10 5 A1.10 NO WORK IN HATCHED AREA GENERAL FLOOR PLAN NOTES: 1.REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, OTHER DISCIPLINES AND SPECIFICATIONS. GENERAL EXISTING FLOOR PLAN NOTES: 1.HATCHED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. 2.HATCHED AREA IS SHOWING DEMOED FLOOR AREA, COORDINATE W/ MEP PLANS AND CONTRACTOR. 3.CONCRETE FLOORS TO BE PATCHED BACK ARE TO MATCH EXISTING THICKNESS AND FINISH OF ADJACENT FLOORS, TIE FLOORS INTO ADJACENT W/ #4 REBAR DOWELS @ 16" O.C. 6" DEPTH EACH SIDE 4.EXISTING WALLS (NON-CMU) TO BE DEMOED DOWN TO STUDS AND NEW SHEATHING & FRP TO BE PUT BACK. ABOVE FRP DRYWALL TO BE FINISHED AND PAINTED TO MATCH EXISTING WALLS, SIMILAR TO WALL TYPE A 5.HATCH INDICATES EPOXY FLOORING. EPOXY FLOORING TRANSITION SHALL OCCUR AT CENTER OF DOOR LEAF, TYPICAL ALL DOORS. PROVIDE REDUCER STRIP AT EACH DOOR AND END OF EPOXY LOCATIONS. 6.REFLECTED CEILING TO BE REMOVED AND REINSTALLED AS NEEDED TO PERFORM ASSOCIATED WORK. 7.DEMO EXISTING DOCK LEVELER AND STEEL ANGLES AS NOTED. SAW CUT WALL BACK AS NEEDS TO REMOVE ANY DAMAGED AREAS FROM DEMO. POUR BACK NEW CONCRETE WALL TO MATCH THICHNESS AND FINISH, TIE WALL INTO ADJACENT WALL & SLAB AS NOTED ON DRAWINGS. LOWER LEVEL PLAN -14' -0" 1 DEMO EXISTING DOCK LEVELER & STEEL ANGLES, POUR BACK NEW CONCRETE WALL & SLAB TO MATCH EXISTING ADJACENT, TIE IN W/ REBAR AS NOTED, FILL AREA WITH COMPACTED GRANULAR FILL PROVIDE NEW STEEL ANGLE AT EDGE OF NEW DOCK SLAB, FULL LENGTH 1' - 0" F. V . 2' - 0 " *-REMOVE AND REUSE EXISTING DOCK BUMPERS #5 VERTICAL BARS DOWELED 6" INTO EXISTING WALL #4 HORIZONTAL BARS DOWELED 6" INTO EXISTING SIDE WALLS, #4 HORIZONTAL & VERTICAL BARS CONTINUOUS TIED TO DOWELS 4" THICK CONCRETE SLAB W/ 6x6-1.4x1.4 W.W.M. TO MATCH EXISTING CUT EXISTING WALL BACK AS NEEDED TO REMOVE DAMAGED CONCRETE WALL, ALL SIDES 1' - 6 " 6" 6" 4' - 6" 2 1 / 2 " 2 1/2" #4 BARS DOWELED 6" INTO EXISTING SLAB 16" O.C. 4" THICK CONCRETE SLAB W/ 6x6-1.4x1.4 W.W.M. TO MATCH EXISTING 6" 6" COMPACTED GRANULAR FILL LOWER LEVEL PLAN -14' -0" 4" 3" 1/ 4 " R 3/4" 1/8" CEMENTITIOUS URETHANE FLOORING NEW KEYWAY CEMENTITIOUS URETHANE COVE LOWER LEVEL PLAN -14' -0" EXISTING DOOR EXISTING DOOR FRAME EXISTING WALL CEMENTITIOUS URETHANE FLOORING, W/ KEYWAY AT EXISTING DOOR PLANNING ARCHITECTURE INTERIORS Copyright C 2016 OWNER SIGN-OFF: SHEET NAME: PROJECT NO: DATE: SHEET SET: REVISIONS: DATE SHEET: NAME 501 Sycamore Street Suite 101 Waterloo, IA 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com CONSULTANT: SH E E T R E S P O N S I B I L I T Y : 10 / 1 5 / 2 0 1 9 3 : 2 5 : 2 4 P M C: \ R e v i t L o c a l F i l e s \ 1 6 0 2 1 _ 5 S u l l i v a n B r o t h e r C o n v e n t io n C e n t e r _ R 1 5 _ c o d y m . r v t A1.10 10.21.2019 LOWER LEVEL FLOOR PLAN 16021 5 S U L L I V A N B R O T H E R C O N V E N T I O N CE N T E R K I T C H E N R E M O D E L 20 5 W 4 T H S T WA T E R L O O , I A 5 0 7 0 1 CI T Y O F W A T E R L O O BID DOCUMENTS MODUS ENGINEERING MEP Au t h o r NORTH 1/8" = 1'-0"1 LOWER LEVEL PLAN 1" = 80'-0" KEY PLAN - LOWER LEVEL 1 1/2" = 1'-0"2 DOCK SECTION 1 1/2" = 1'-0"3 CONCRETE PATCH TIE-IN TYP. 3" = 1'-0"4 COVE BASE DETAIL TYP. 3" = 1'-0"5 FLOORING REDUCER DETAIL AT DOORS TYP. Description Date No. PROJECT NO: 16021 DATE: 10.21.2019 SHEET SET: BID DOCUMENTS SHEET NAME: LOWER LEVEL - ENLARGED FLOOR PLAN SHEET: A 1.40 Copyright @ 2016 INVISION PLANNING | ARCHITECTURE | INTERIORS 501 Sycamore Street Suite 101 Waterloo, IA 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com CONSULTANT: MEP MODUS ENGINEERING REVISIONS: Description Date No. OWNER SIGN-OFF: DATE NAME 1 2 3 GENERAL EXISTING FLOOR PLAN NOTES: 1. HATCHED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE.□2. HATCHED AREA IS SHOWING DEMOED FLOOR AREA, COORDINATE W/ MEP PLANS AND CONTRACTOR. 3. CONCRETE FLOORS TO BE PATCHED BACK ARE TO MATCH EXISTING THICKNESS AND FINISH OF ADJACENT FLOORS, TIE FLOORS INTO ADJACENT W/ #4 REBAR DOWELS @ 16" O.C. 6" DEPTH EACH SIDE in STORAGE 006 MEN 007 WOMEN 008 OFFICE 009 STORAGE 010 193 SF 158 SF 157 SF 170 SF 266 SF 4. EXISTING WALLS (NON-CMU) TO BE DEMOED DOWN TO STUDS AND NEW SHEATHING & FRP TO BE PUT BACK. ABOVE FRP DRYWALL TO BE FINISHED AND PAINTED TO MATCH EXISTING WALLS, SIMILAR TO WALL TYPE A 5. HATCH INDICATES EPOXY FLOORING. EPOXY FLOORING TRANSITION ____ SHALL OCCUR AT CENTER OF DOOR LEAF, TYPICAL ALL DOORS. PROVIDE REDUCER STRIP AT EACH DOOR AND END OF EPOXY LOCATIONS. WALK - IN REFRIG./ FREEZER 6. REFLECTED CEILING TO BE REMOVED AND REINSTALLED AS NEEDED TO PERFORM ASSOCIATED WORK. 5 ,1.1 a 4 193 SF 7. DEMO EXISTING DOCK LEVELER AND STEEL ANGLES AS NOTED. SAW CUT WALL BACK AS NEEDS TO REMOVE ANY DAMAGED AREAS FROM DEMO. POUR BACK NEW CONCRETE WALL TO MATCH THICHNESS AND FINISH, TIE WALL INTO ADJACENT WALL & SLAB AS NOTED ON DRAWINGS. ,1.1 a GENERAL FLOOR PLAN NOTES: 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, OTHER DISCIPLINES AND SPECIFICATIONS. -Jz - HATCH INDICATES NEW EPOXY FLOORING W/ INTEGRAL COVE BASE NEW 4" CONCRETE SLAB @ LOADING DOCKyvnTty1 8"-8" PROVIDE NEW SHEATHING & FRP OVER EXISTING STUDS, SIMILAR TO WALL TYPE A fc sr LOADING DOCK TRASH 011 315 SF ITCHEN CD REMOVE AND REINSTALL EXISTING DOCK BUMPERS O o EXIST. HOOD ABOVE PROVIDE NEW SHEATHING & FRP OVER EXISTING STUDS, SIMILAR TO WALL TYPE A b _ \ Al WALL LEGEND: EXISTING WALL JANITOR 020 NEW WALL CONSTRUCTION 139 SF 4- DEMO WALL_/ / EXIST. HOOD ABOVEO NO WORK IN HATCHED AREA ELEV. EQUIP. ROOM 019 50 SF l ELEVATOR 75 SF 6' - 2"10' - 0"5' J. KEY PLAN - LOWER LEVELb©LOWER LEVEL PLAN - ENLARGED 1" = 80'-0"co 1/4" = r-o" NORTH 5 SU L L I V A N BR O T H E R CO N V E N T I O N CE N T E R KI T C H E N RE M O D E L 20 5 W 4T H ST WA T E R L O O , IA 50 7 0 1 CI T Y OF WA T E R L O O o C : \ R e v i t L o c a l F i l e s \ l 60 2 1 _5 Su l l i v a n Br o t h e r C o n v e n t i o n Ce n t e r _ R 1 5 _ c o d y m . r v t 10 / 1 5 / 2 0 1 9 3: 2 5 : 2 4 PM SH E E T RE S P O N S I B I L I T Y : A u t h o r UP 1 2 3 C D E 8" 12' - 0"17' - 4"8"18' - 0"17' - 8"8" 9' - 8" 193 SF WALK - IN REFRIG./ FREEZER 266 SF STORAGE 010 170 SF OFFICE 009 157 SF WOMEN 008 158 SF MEN 007 193 SF STORAGE 006 LOADING DOCK 315 SF TRASH 011 1240 SF KITCHEN WASH AREA 012 2427 SF KITCHEN PREPARATION 013 50 SF ELEV. EQUIP. ROOM 019 75 SF ELEVATOR 139 SF JANITOR 020 47 SF STAIR 014 17 ' - 6 " 6' - 6 " 19 ' - 0 " EXIST. HOOD ABOVE EXIST. HOOD ABOVE 6' - 2"20' - 8"10' - 0" 5' - 0" 3' - 0 " 14 ' - 0 " 5' - 0 " 15 ' - 6 " 26 ' - 6 " 3' - 0 " 2 A1.10 HATCH INDICATES NEW EPOXY FLOORING W/ INTEGRAL COVE BASE 6A NEW 4" CONCRETE SLAB @ LOADING DOCK REMOVE AND REINSTALL EXISTING DOCK BUMPERS PROVIDE NEW SHEATHING & FRP OVER EXISTING STUDS, SIMILAR TO WALL TYPE A PROVIDE NEW SHEATHING & FRP OVER EXISTING STUDS, SIMILAR TO WALL TYPE A 3' - 0" 4 A1.10 5 A1.10 30 ' - 0 " WALL LEGEND: EXISTING WALL NEW WALL CONSTRUCTION DEMO WALL NO WORK IN HATCHED AREA GENERAL FLOOR PLAN NOTES: 1.REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, OTHER DISCIPLINES AND SPECIFICATIONS. GENERAL EXISTING FLOOR PLAN NOTES: 1.HATCHED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. 2.HATCHED AREA IS SHOWING DEMOED FLOOR AREA, COORDINATE W/ MEP PLANS AND CONTRACTOR. 3.CONCRETE FLOORS TO BE PATCHED BACK ARE TO MATCH EXISTING THICKNESS AND FINISH OF ADJACENT FLOORS, TIE FLOORS INTO ADJACENT W/ #4 REBAR DOWELS @ 16" O.C. 6" DEPTH EACH SIDE 4.EXISTING WALLS (NON-CMU) TO BE DEMOED DOWN TO STUDS AND NEW SHEATHING & FRP TO BE PUT BACK. ABOVE FRP DRYWALL TO BE FINISHED AND PAINTED TO MATCH EXISTING WALLS, SIMILAR TO WALL TYPE A 5.HATCH INDICATES EPOXY FLOORING. EPOXY FLOORING TRANSITION SHALL OCCUR AT CENTER OF DOOR LEAF, TYPICAL ALL DOORS. PROVIDE REDUCER STRIP AT EACH DOOR AND END OF EPOXY LOCATIONS. 6.REFLECTED CEILING TO BE REMOVED AND REINSTALLED AS NEEDED TO PERFORM ASSOCIATED WORK. 7.DEMO EXISTING DOCK LEVELER AND STEEL ANGLES AS NOTED. SAW CUT WALL BACK AS NEEDS TO REMOVE ANY DAMAGED AREAS FROM DEMO. POUR BACK NEW CONCRETE WALL TO MATCH THICHNESS AND FINISH, TIE WALL INTO ADJACENT WALL & SLAB AS NOTED ON DRAWINGS. PLANNING ARCHITECTURE INTERIORS Copyright C 2016 OWNER SIGN-OFF: SHEET NAME: PROJECT NO: DATE: SHEET SET: REVISIONS: DATE SHEET: NAME 501 Sycamore Street Suite 101 Waterloo, IA 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com CONSULTANT: SH E E T R E S P O N S I B I L I T Y : 10 / 1 5 / 2 0 1 9 3 : 2 5 : 2 4 P M C: \ R e v i t L o c a l F i l e s \ 1 6 0 2 1 _ 5 S u l l i v a n B r o t h e r C o n v e n t io n C e n t e r _ R 1 5 _ c o d y m . r v t A1.40 10.21.2019 LOWER LEVEL - ENLARGED FLOOR PLAN 16021 5 S U L L I V A N B R O T H E R C O N V E N T I O N CE N T E R K I T C H E N R E M O D E L 20 5 W 4 T H S T WA T E R L O O , I A 5 0 7 0 1 CI T Y O F W A T E R L O O BID DOCUMENTS MODUS ENGINEERING MEP Au t h o r NORTH 1/4" = 1'-0"1 LOWER LEVEL PLAN - ENLARGED 1" = 80'-0" KEY PLAN - LOWER LEVEL Description Date No. I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. My license renewal date is December 31, 2019. PROJECT NO: 16021 DATE: 10.11.2019 SHEET SET: BID DOCUMENTS DateAlexander M. Matheson <0 E°i 23195 i°E r "O o 55 «ooo»r 'T ; ° or r»ooo»Pages or sheets covered by this seal: Specification Div.: Div. 22 Drawings: See Sheet Index o, • SHEET NAME: COVER SHEET REVISIONS: Description Date No. OWNER SIGN-OFF: DATE NAME MECHANICAL SYMBOLS LIST NOTE: NOT ALL SYMBOLS SHOWN MAY BE REQUIRED FOR THIS PROJECT PLUMBING PIPING SPECIALTIES o-PIPE RISER PIPE DROP DOMESTIC COLD WATER LINE - CW O-DOMESTTC HOT WATER LINE - HW DOMESTIC HOT WATER CIRCULATING LINE - HWC UNION TW TEMPERED WATERLINE E-PIPE CAP ------------SW -------SOFT COLD WATER LINE I BFP |------sw —SOFT HOT WATER LINE BACKFLOW PREVENTER SS SANTTARY SEWER LINE BEYOND BUILDING ST FLEXIBLE PIPE CONNECTORSTORM SEWER LINE BEYOND BUILDING •SS'SANTTARY SEWER LINE BELOW FLOOR SLAB ——FLOAT & THERMOSTATIC TRAPSSSANTTARY SEWER LINE AT OR ABOVE CEILING GSS GREASE SANITARY SEWER LINE BELOW FLOOR SLAB THERMOSTATIC TRAP STRAINER STRAINER W/DRAIN VALVE -------------GSS---------------GREASE SANITARY SEWER LINE AT OR ABOVE CEILING VSTSTORM SEWER LINE BELOW FLOOR SLAB +\ST STORM SEWER LINE AT OR ABOVE CEILING ©v PLUMBING VENT LINE CLEANOUT IN FLOOR AIR VENT C.O. a C.O. II------------------CLEANOUT AT OR ABOVE CEILING PRESSURE GAUGE C.O. II—o CLEANOUT IN WALL GLOBE VALVE ◄SHOWERHEAD Tf BUTTERFLY VALVE0FLOOR DRAIN *BALL VALVEROOF DRAIN GATE VALVE CALIBRATED BALANCE VALVE MISCELLANEOUS SWING CHECK VALVE —11 HB HOSE BIBB —IIWH WALL HYDRANT EXISTING LINE TO REMAIN EXISTING LINE TO BE REMOVED «POINT OF NEW CONNECTION EX EXISTING TO REMAIN ER EXISTING TO BE REMOVED EXR EXISTING TO BE RELOCATED SHEET INDEX ME001 COVER SHEET PD101 PLUMBING DEMOLITION PLAN P101 PLUMBING NEW WORK PLAN PROJECT MANAGER ALEX MATHESON AMATHESON@MODUS-ENG.COM MECHANICAL ENGINEER ETHAN BACHINSKI EBACHINSKI@MODUS-ENG.COM NOTE: VERIFY EXISTING BUILDING CONDITIONS PRIOR TO BEGINNING WORK. NOTE: VERIFY BUILDING DIMENSIONS PRIOR TO ROUGH-IN WORK WITH ARCHITECT'S DRAWINGS. SHEET: ME00119-085 FIVE SULLIVAN BROTHERS KITCHEN SANITARY SEWER REPLACEMENT Copyright (C) 2016 INVISION PLANNING | ARCHITECTURE | INTERIORS5 SULLIVAN BROTHER CONVENTION CENTER KITCHEN REMODEL 200 W 4TH ST, WATERLOO, IA 50701 501 Sycamore Street Suite 101 Waterloo, IA 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com CONSULTANT: M U U O WATERLOO | DES MOINES I IOWA CITY 30 EAST 3RD ST. WATERLOO, IOWA DES MOINES, IOWA IOWA CITY, IOWA (319)235-0650 (5 15)25 1- 7280 (3 1 9)248-4600 £ I 4 EAST 4TH ST.8 EAST COLLEGE ST. 20 0 W 4T H ST , WA T E R L O O , IA 50 7 0 1 5 SU L L I V A N BR O T H E R CO N V E N T I O N CE N T E R KI T C H E N RE M O D E L O w n e r PROJECT MANAGER ALEX MATHESON AMATHESON@MODUS-ENG.COM MECHANICAL ENGINEER ETHAN BACHINSKI EBACHINSKI@MODUS-ENG.COM MECHANICAL SYMBOLS LIST NOTE: NOT ALL SYMBOLS SHOWN MAY BE REQUIRED FOR THIS PROJECT EX HOSE BIBB CALIBRATED BALANCE VALVE SWING CHECK VALVE BALL VALVE GLOBE VALVE BUTTERFLY VALVE AIR VENT STRAINER W/DRAIN VALVE PRESSURE GAUGE V FLEXIBLE PIPE CONNECTOR STRAINER FLOAT & THERMOSTATIC TRAP THERMOSTATIC TRAP PIPE CAP BACKFLOW PREVENTERBFP PIPE RISER PIPE DROP UNION HB EXISTING LINE TO REMAIN EXISTING LINE TO BE REMOVED POINT OF NEW CONNECTION ER EXR EXISTING TO REMAIN EXISTING TO BE REMOVED EXISTING TO BE RELOCATED TF PLUMBING PIPING SPECIALTIES MISCELLANEOUS DOMESTIC COLD WATER LINE -CW DOMESTIC HOT WATER LINE -HW V SS ST SW SW TW DOMESTIC HOT WATER CIRCULATING LINE -HWC TEMPERED WATER LINE SOFT COLD WATER LINE SOFT HOT WATER LINE SANITARY SEWER LINE BEYOND BUILDING ST STORM SEWER LINE BEYOND BUILDING SANITARY SEWER LINE BELOW FLOOR SLAB SANITARY SEWER LINE AT OR ABOVE CEILING STORM SEWER LINE BELOW FLOOR SLAB ST STORM SEWER LINE AT OR ABOVE CEILING PLUMBING VENT LINE CLEANOUT IN FLOORC.O. C.O.CLEANOUT AT OR ABOVE CEILING CLEANOUT IN WALLC.O. SHOWERHEAD FLOOR DRAIN ROOF DRAIN SS SS WALL HYDRANTWH GATE VALVE GREASE SANITARY SEWER LINE BELOW FLOOR SLAB GREASE SANITARY SEWER LINE AT OR ABOVE CEILING GSS GSS REENIGNELANOISS E F O R P .MAXELA 23195 D ESNECIL O WAI E RD THN MA E NOS I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. My license renewal date is December 31, 2019. Date Drawings: See Sheet Index Specification Div.: Div. 22 Pages or sheets covered by this seal: Alexander M. Matheson PLANNING ARCHITECTURE INTERIORS Copyright C 2016 OWNER SIGN-OFF: SHEET NAME: PROJECT NO: DATE: SHEET SET: REVISIONS: DATE SHEET: NAME 501 Sycamore Street Suite 101 Waterloo, IA 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com CONSULTANT: 19-085 FIVE SULLIVAN BROTHERS KITCHEN SANITARY SEWER REPLACEMENT ME001 10.11.2019 COVER SHEET 16021 5 S U L L I V A N B R O T H E R C O N V E N T I O N CE N T E R K I T C H E N R E M O D E L 20 0 W 4 T H S T , W A T E R L O O , I A 5 0 7 0 1 Ow n e r BID DOCUMENTS SHEET INDEX ME001 COVER SHEET PD101 PLUMBING DEMOLITION PLAN P101 PLUMBING NEW WORK PLAN 5 SULLIVAN BROTHER CONVENTION CENTER KITCHEN REMODEL 200 W 4TH ST, WATERLOO, IA 50701 NOTE: VERIFY EXISTING BUILDING CONDITIONS PRIOR TO BEGINNING WORK. NOTE: VERIFY BUILDING DIMENSIONS PRIOR TO ROUGH-IN WORK WITH ARCHITECT'S DRAWINGS. Description Date No. PROJECT NO: 16021 DATE: 10.11.2019 SHEET SET: BID DOCUMENTS SHEET NAME: PLUMBING DEMOLITION PLAN SHEET: PD101R1 Copyright (7) 2316 IN VISION PLANNING | ARCHITECTURE | INTERIORS 501 Sycamore Street Suite 101 Waterloo, IA 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com CONSULTANT: iyi n n 1 §§ s WATERLOO ! DES MOINES ! IOWA CITY 0 C*OT COLLCOC I*TE‘\r»~ '/• /'•' E P . i 3 . iov;-JÉ.S MO!Ni? iO'.VA V- A *: 4 0 4-1 j o o REVISIONS: Description ADD #2 Date No. 10/31/2019 1 OWNER SIGN-OFF: DATE NAME 11111111DEMO REFERENCED NOTES: 0 11DEMO GENERAL NOTES:1111l.DISCONNECT DOMESTIC WATER SERVING DISHWASHER. DISHWASHER IS A RENTED PIECE OF EQUIPMENT. COORDINATE REMOVAL AND/OR MOVING THE DISHWASHER WITH THE OWNER. 1A.DEMOLITION DRAWINGS ARE BASED ON EXISTING AVAILABLE DRAWINGS AND CASUAL FIELD OBSERVATION. MECHANICAL AND ELECTRICAL CONTRACTORS SHALL FIELD VERIFY THE SITE AND INCLUDE ALL REQUIRED DEMOLITION IN THE BID. 111111112.DISASSEMBLE EXISTING KITCHEN HOOD SHROUD AS NECESSARY IN ORDER TO REMOVE FLOOR DRAIN. 111B.ALL REQUIRED DEMOLITION IS NOT INDICATED. IT IS THE INTENT OF THESE DOCUMENTS THAT ALL MECHANICAL AND ELECTRICAL SYSTEMS (NOT TO BE REUSED OR EXTENDED) BE REMOVED. COORDINATE WITH ARCHITECTURAL DRAWINGS. 11113.REMOVE EXISTING DOMESTIC HOT AND COLD WATER RISERS BACK TO BALL VALVES ABOVE CEILING. PREPARE FOR NEW CONNECTION. 11111114.REMOVE ALL UNDERFLOOR PIPING IN THIS AREA. CUT AND PATCH WALLS AND FLOOR AS NECESSARY FOR REMOVAL OF PIPING. COORDINATE DEMOLITION TO AVOID EXISTING UNDERFLOOR CONDUIT, WIRE MESH, AND REBAR. 1C.REFER TO SPECIFICATIONS AND OTHER SHEETS FOR ADDITIONAL DEMOLITION REQUIREMENTS. 111111D.REMOVE ALL ELECTRICAL CONNECTIONS, WIRING, AND CONDUIT SERVING ALL PLUMBING EQUIPMENT TO BE REMOVED. 11115.REMOVE PIPING BACK TO THIS POINT AND CAP. CONTRACTOR SHALL VERIFY PIPING BEYOND IS NOT IN USE. 111E.MAINTAIN FIRE RATINGS OF AFFECTED WALLS AND FLOORS.11116.REMOVE PIPING BACK TO THIS POINT AND PREPARE FOR NEW CONNECTION. 1F.EXISTING PLUMBING SYSTEMS LOCATED IN WALLS AND CHASES NOT BEING REMOVED OR REUSED FOR NEW SYSTEMS MAY BE ABANDONED IN PLACE. CAP AT MAINS OR IN A CONCEALED LOCATION IF REQUIRED. 1111117.REMOVE PIPING BACK TO SINK. PREPARE FOR NEW CONNECTION.111G.REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS ON FLOOR CUTTING AND CEILING REMOVAL. CONTRACTOR SHALL COORDINATE WORK TO BE CONSISTENT WITH SCOPE OF GENERAL CONTRACTOR'S DEMOLITION. 18.REMOVE PIPING BACK TO WALL AND CAP. PATCH FLOOR AND WALL TO MATCH EXISTING. 11111119.REMOVE TRENCH DRAIN. MAINTAIN OPENING FOR NEW CONNECTION.1H.ALL EXTERIOR FREE-STANDING PLUMBING DEVICES SHALL BE REMOVED UNDER BASE BID UNLESS OTHERWISE NOTED. PATCH OPENING TO MATCH SURROUNDING SURFACES. 11110.COORDINATE SANITARY SEWER REMOVAL REQUIRED OUTSIDE OF KITCHEN WITH THE OWNER PRIOR TO PERFORMING WORK. 111111I.EXISTING SANITARY SEWER MAIN DEPTH IS APPROXIMATELY 6FT DEEP. EXISTING SANITARY SEWER BRANCH LINES ARE APPROXIMATELY 3FT DEEP.1111111J.EXISTING UNDERFLOOR CONDITIONS WERE TAKEN FROM EXISTING PLANS AND MAY NOT REFLECT EXACT SITE CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL CONCRETE REMOVAL AS REQUIRED TO REMOVE SANITARY SEWER PIPING. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION REGARDING FLOOR CUTTING AND PATCHING. 1111111111111111111111I11I11I11I11I11I11I11I11I11I11I11 11 11;r ii ii ii iiSTORAGE 010 11OFFICE 009 27 11STORAGE 006 26 1STORAGE 006 1MEN 007STORAGE 010 WOMEN 00823 1MEN 007 WOMEN 00823 12427251OFFICE 009 12425WALK-IN REGRIG./ FREEZER 1126111211WALK-IN REGRIG./ FREEZER 1 11:1112111111EX 6" SS 11EX 4" CO 1'11KITCHEN PREPARATION 1■;[1it013I-----------li0 1ER 1-1/4" V UP 1EX L OinEX CO 1r321v-112ER 2" V DN 1*7A 1;R 2" V UP 1EX L 11ER 41LSS KITCHEN WASH AREA 012 1ER 4" FD 1//1TRASH Oil KITCHEN WASH AREA 012 /ER31 1-EX CO EX 3" SS /8LOADING DOCK 1✓nrER 4" FD Æj 13031/ / ' / ✓ ' / ✓ / ER 4" SS ' / I TRASH OilER 4" Fd[#~=^"1i291I1n301ER 3/4" CW/HWI KITCHEN PREPARATION 1EX 6" SS ER 3/4" CW/HW 1I10131i i ir.ji I ER TRENCH DRAIN 132IEX 4" SS(1<'0 !|1i1-is:-:-:•—ER TRENCH DRAINIEX 4" ST I r-i-" I 1rERJ.-1/2" V DN—1! I ri 1STORAGE;EX BILGE PUMP ER 4" FD ]•,I 1jTuiii2/ER 2" V UP 133ri1riEX BILGE PUMP +/ER 3"£S 1ER 4" FD ER 4" SS- jTU A 1" FD_ j LOADING DOCK 2 12\ ER 4"I 0 ER 1-1/4" HW 1I\129ER 2" V DNiI" FD 1o'I©ER 4" SS ~T *f"piER 3/4" CW/HW J-ER 1/2" HW I 1 ER 4" SS 1ER 4" FD-f ER 4" FDER 1-1/4" HW m 1ER 4" SS—j ER 1-1/4" HW i4eR 4" ss y^^ L Eri-F- ~ t o©ER 3/4" CW/HW—^ ER 4" FD ER 2" V UP'1ER CO ER COI 1fmIiii'i ER 4" FDER 4" FD I 1IER 4" FD /—v•0IEX 4" SS 1IER CO ER COJ)EX 4" SS EX COrr irEX 1-1/2" V DN^i; ER 3/4" HW/CW^_ : II-,&1EX LI;EX 1-1/2" V 1IIn ER 4" FD j—v £] \ \\ • ER 4" FD X S. I ER 6" SS 7 1 -----r i_________i /©-EX 2" V/ER GREASE TRAPr nEX CO EX 1" HW 1 ER CO-7; ; !_/ r i—iIEX 4" SS 1ER 4" FDr 1>•1TO 1• ER 4" FDi.EX 2" CW/HW ~Yr 3/4" CW £0£>1r _j2Air 1ER 4" SS EX 2" V-^ER TRENCH DRAIN77-er grease trapill EX 2" V DN 1ER 4" FD I ER 4" SSER41SSI ER 3" V DN 10^6' \cb ER 2" V DlI 1LEX SEWAGE PUMP 1IIO-EX 4" SS 1ER 3" V UP Li EX 1/4" HW DN ■R 3/4" HW DN ER 3/4" CW/HWER 3/4" CW I ER 1-1/2" HW ER 1/2" HW ^—ER 4" SS i<2> ! i ER TRENCH DRAIN ER 3/4" CW/HW ER 4" FDIER 2" V UP *8 i m (VER 3" SSEX SEWAGE PUMP I 1II0IsiER GREASE TRAPF I 3 1yewER 1-: -ertCw/hw UP ER 4" FD 1Ih=in iii: i 1ER 4" FD oEX 3/4" HW EX 1-1/4" CW/HW 13,ER 4" FD EX 4" SSIi N iiER GREASE TRAP £1ER 4" FD n-r_- ER 1-1/2" CW/HW DN 1I0L _ J ER 4" FD V4i I___________I ER 3"SS- I 1-©110JIr n<i>T 1VI1l:I#l ER 4" FD 1rER 1-1/2" CW/HW” ” “1 ER 3/4" CW 1ER 1-1/2" HW ER 1" CW J N;EX 3" SSr “Ij^ER TRENCH DRAIN ■+• l|ER 4" FD 0 1Jt-1;.0rER TRENCH DRAIN 1ER 3/4" CW 1EX 3" SSER 1/2" HW 1L Ji EX 3" SS VER 4" SS 0\<ER 4" SS I______1ER 4" FD r ■*—ER CO .0 1L\2 1ER COER 1" CW/HW 11ER 4" FDER 4" FDER 3" SS.Fr EX L 1IER 3"1EXS°!1<DER 3" SS I ER 3" SS DN0ER 4" FD 16t11LrfIER 3" SS DN1tER 4" SS 10nM1©©2\ : ER 3" SS UP [8 JANITOR 020_ J ER 2" V DN 1;iXER 3" SSUP 1ER 2" V UP 37EX Si 11ER 4" SS DNV2I 101Ai10AER 4" SS 1ER 4" SS U EX 4" FD 1£1I11ELEV. EQUIP. ROOM 019 1Fss1ELEVATOR^36 1I1■ •2 1IELEVATOR1ELEV. EQUIP. ROOM 019 EX 4" SS 2 1I120ER 4" FD ER 2" SS Dl 1360*I 1----------1 ER 3" V DN EX 3" V UP—*HS- 12I11ER 4" FD ; ir —-0*J r* ER 3" V UP—, x '0k EX 3" SS EX CO 1fJ11cA1ER CO EX 2" SSri.A 1ER 2" SS UP 1sIER CO ER 2" V DN 1ER 2" V UP 111111111111NN111UNDERFLOOR PLUMBING DEMOLITION PLAN ABOVE FLOOR PLUMBING DEMOLITION PLAN 11111/8"= T-01 1/8"= T-0"111111111111111111119-085 FIVE SULLIVAN BROTHERS KITCHEN SANITARY SEWER REPLACEMENT 20 0 W 4T H ST , WA T E R L O O , IA 50 7 0 1 5 SU L L I V A N BR O T H E R CO N V E N T I O N CE N T E R KI T C H E N RE M O D E L Ow n e r PROJECT NO: 16021 DATE: 10.11.2019 SHEET SET: BID DOCUMENTS SHEET NAME: PLUMBING NEW WORK PLAN SHEET: P101R1 Copyright (C) 2016 INVISION PLANNING | ARCHITECTURE | INTERIORS 501 Sycamore Street Suite 101 Waterloo, IA 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com CONSULTANT: m u u m n n i i WATERLOO | DES MOINES I IOWA CITY 30 EAST 3RD ST. WATERLOO, IOWA DES MOINES, IOWA IOWA CITY, IOWA (319)235-0650 <515)251-7280 (319)248-4600 2 I 4 EAST 4TH ST,8 EAST COLLEGE ST. REVISIONS: Description Date No. ADD #2 10/31/2019 1 OWNER SIGN-OFF: DATE NAME REFERENCED NOTES: <#)GENERAL NOTES: PLUMBING FIXTURE SCHEDULE INSTALL NEW FLOOR DRAIN IN APPROXIMATE LOCATION OF REMOVED FLOOR DRAIN. 1.INSTALLATION PLANS ARE SCHEMATIC IN NATURE. CONTRACTOR TO VERIFY PLACEMENT OF NEW EQUIPMENT/FIXTURES PRIOR TO INSTALLATION. A. UNIT TYPE MANUFACTURER MODEL MATERIAL COLOR ADA FIXTURE DESCRIPTION MISCELLANEOUS 2.INSTALL NEW TRENCH DRAIN. COORDINATE WITH EXISTING EQUIPMENT LAYOUT AND OWNER FOR EXACT LOCATION. TRENCH DRAIN SERVES OR MAY SERVE TIPPING KETTLE. VERIFY TIPPING DRAINAGE FLOW DISTANCES PRIOR TO ROUGH-IN. FLOOR DRAIN WATTS FD-1100-A EPOXY COATED CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, REVERSIBLE CLAMPING COLLAR WITH PRIMARY AND SECONDARY WEEPHOLES, STAINLESS STEEL STRAINER, NO HUB OUTLET._________ PROVIDE WITH MEMBRANE CLAMPFD-1 MAINTAIN SERVICE CLEARANCE AROUND ALL MECHANICAL EQUIPMENT AND ABOVE ELECTRICAL EQUIPMENT. DO NOT ROUTE PIPING IN CLEARANCE SPACE. B. FS-1 FLOOR SINK WATTS FS-790 12" SQUARE FLOOR SINK, 8" DEEP, TYPE 304 STAINLESS STEEL CONSTRUCTION. LOOSE SET CAST STAINLESS ____________________________STELL GRATE, DOME BOTTOM STRAINER, NO HUB OUTLET.____________________________ PROVIDE WITH MEMBRANE CLAMP C.COORDINATE PIPING LAYOUT AND ELEVATIONS WITH FOOTINGS, FLOW LINES, LOCAL PLUMBING CODE AND THE SPECIFICATIONS. TRENCH DRAIN EAGLE ASFT-2436-SG-ADA STAINLESS STEEL YES 36"x24" ANTI-SPLASH FLOOR TROUGH WITH TYPE 304 STAINLESS STEEL GRATE.4" DIAMETER DRAINTD-1 3.ROUTE SANITARY PIPING FROM EXISTING DISPOSAL INTO SANITARY SEWER SYSTEM. VERIFY ALL SITE CONDITIONS PRIOR TO START OF WORK.D. ROUTE EXISTING SINK DRAIN TO NEW FLOOR DRAIN UNDER EXISTING SINK. 4. COORDINATE ALL PLUMBING AND PIPING ROUTING WITH BUILDING STRUCTURE AND OTHER TRADES PRIOR TO INSTALLATION TO ALLOW FOR PROPER CLEARANCES AND FLOW REQUIREMENTS. E. COORDINATE SANITARY PIPING INSTALLATION WITH EXISTING PIPING ELEVATIONS. 5. ADS CORRUGATED PIPE.GREASE INTERCEPTOR SCHEDULE DIRECT CONNECT LID. H-20 LOAD RATED LID. COORDINATE ALL VENTS THROUGH ROOF WITH STRUCTURAL DRAWINGS AND MAINTAIN 10FT REQUIRED DISTANCE FROM MECHANICAL EQUIPMENT INTAKES. OFFSET PIPING AS NECESSARY. F.REINFORCE CONCRETE PAVING ABOVE GREASE INTERCEPTOR. 6.INSTALL NEW GREASE INTERCEPTOR. COORDINATE EXACT LOCATION WITH DESIGN TEAM.FLOW RATE (GPM) GREASE CAPACITY (LBS) LIQUID HOLDING CAPACITY (GAL)UNIT TAG MANUFACTURER MODEL C.O.c.o.C.O.c.o. 1 INSTALL NEW DOMESTIC WATER LINES TO SERVE EXISTING EQUIPMENT PREVIOUSLY SERVED FROM UNDERFLOOR. 7.G.COORDINATE ALL EXPOSED PIPE ROUTING WITH DESIGN TEAM PRIOR TO ROUGH-IN. SPECIFIC RACKING REQUIREMENTS MAY BE REQUIRED. GI-1 SUPER-MAX 1250 250 4,983 1250MIFAB 7 24" 24" 8.CONNECT NEW DOMESTIC WATER TO EXISTING DISHWASHER.COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL EQUIPMENT AND RESPECTIVE TRADES PRIOR TO ROUGH-IN. H. »4" VENT Co 9.COORDINATE INSTALLATION OF DOMESTIC WATER PIPING DROPS WITH ARCHITECTURAL PLAN.±M COORDINATE STORM AND SANITARY SEWER CONNECTIONS WITH STRUCTURAL DRAWINGS TO MAINTAIN REQUIRED SLOPING AND PROPER ELEVATIONS. I. [Hr lit; -n 5 10.COORDINATE PIPING IN THIS AREA WITH EXISTING UNDERFLOOR CONDUIT, REBAR, AND WIRE MESH. STATIC WATER LINE6II I 1£T__4» KITCHEN SAN. SEWER SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR FIXTURE CONNECTION SIZES. J. INSTALLAT LEAST 10' OF STAINLESS STEEL PIPING BEFORE TRANSITIONING TO PVC. 11. FIELD VERIFY ALL NEW AND EXISTING PIPE ROUTING WITH EXISTING CONDITIONS PRIOR TO ROUGH-IN. MAKE NECESSARY OFFSETS AS REQUIRED. K. 12.INSTALL DOMESTIC WATER PIPING IN EXISTING WALL. SEE ARCHITECTURAL DRAWING FOR EXACT LOCATION OF WALLS. 4"4"4" COORDINATE ALL WALL CLEANOUT LOCATIONS WITH DESIGN TEAM PRIOR TO ROUGH-IN. COORDINATE ALL FLOOR CLEANOUT LOCATIONS BEING INSTALLED IN TILE, TERRAZZO OR OTHER SPECIALTY FLOOR AREAS WITH DESIGN TEAM PRIOR TO ROUGH-IN. L. HDPE, 1250 GAL GREASE INTERCEPTOR. (BASED ON MIFAB)Fm Fm Fm(o y y y EXISTING SANITARY SEWER MAIN DEPTH IS APPROXIMATELY 6FT DEEP. EXISTING SANITARY SEWER BRANCH LINES ARE APPROXIMATELY 3FT DEEP. M. N.EXISTING UNDERFLOOR CONDITIONS WERE TAKEN FROM EXISTING PLANS AND MAY NOT REFLECT EXACT SITE CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL CONCRETE REMOVAL AS REQUIRED TO REMOVE SANITARY SEWER PIPING. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION REGARDING FLOOR CUTTING AND PATCHING. GREASE INTERCEPTOR SECTION VIEW DETAIL No Scale o.COORDINATE ALL DRAIN LOCATIONS WITH EXISTING AND NEW OWNER KITCHEN EQUIPMENT PRIOR TO ROUGH-IN. 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EQUIP. ROOM 019 ELEVATOR 2______I3620 23" V DN EX 3" V UP 4" FD-1 4" FD-113" SS UP ’3"" SSn «3” SS DN,_l©T F\©C0o 1-1/2” VI _____f X2 1-1/2” V DN N N UNDERFLOOR PLUMBING PLAN ABOVE FLOOR PLUMBING PLAN 1/8"= 1'-0"1/8"= 1'-0" 19-085 FIVE SULLIVAN BROTHERS KITCHEN SANITARY SEWER REPLACEMENT 20 0 W 4T H ST , WA T E R L O O , IA 50 7 0 1 5 SU L L I V A N BR O T H E R CO N V E N T I O N CE N T E R KI T C H E N RE M O D E L Ow n e r UP UP EX BILGE PUMP EX SEWAGE PUMP EX 6" SS 3" SS UP 4" SS UP 3" SS UP 3" V UP GI-1 EX S 4" FD-1 EX L 4" FD-1 4" FD-1 4" FS-1 4" FD-1 4" FD-1 4" FD-1 4" FD-1 4" FD-1 4" FS-14" FD-1 4" FD-1 4" FS-1 4" FS-1 TD-1 2" V UP EX 6" SS EX 4" CO CO CO CO CO CO CO 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 TD-1 6 5 EX L EX S EX 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS EX 4" SS 4" SS 3" SS 2" V 4" SS 3" SS 3" SS 3" SS 4" SS 4" SS4" SS 4" SS 1-1/4" V UP 2" V UP 3" V UP 2" V UP 2" V 2" V UP 2" V REMOTE CLEANOUT 4" SS 10 10 10 10 10 11 11 11 CO CO CO 2" V UP 2" V 2" V 3" V SAMPLE PORT 1-1/2" V UP EX 4" SS EX 4" SS 3" V KITCHEN PREPARATION 013 32 KITCHEN WASH AREA 012 31 TRASH 011 30 STORAGE 006 23 MEN 007 24 WOMEN 008 25 OFFICE 009 26 STORAGE 010 27 WALK - IN REGRIG./ FREEZER 21 JANITOR 020 37 ELEVATOR 20 ELEV. EQUIP. ROOM 019 36 LOADING DOCK 29 3" SS UP 2 2 2 2 2 2 2 3" SS DN 4" SS DN 3" SS DN 3" V DN2" V DN 3" V DN EX 3" V UP EX 2" V EX 1-1/2" V 2" V DN EX 1-1/2" V DN EX 2" V DN EX 3" V UP EX 3/4" HW EX 1-1/4" CW/HW EX 1" HW EX 2" CW/HW EX 3" SS EX 3" SS EX 2" V EX 4" SS EX 4" SS EX 2-1/2" V KITCHEN PREPARATION 013 32 WALK - IN REGRIG./ FREEZER 21 STORAGE 010 27OFFICE 009 26WOMEN 008 25 MEN 007 24 STORAGE 006 23 KITCHEN WASH AREA 012 31 TRASH 011 30 LOADING DOCK 29 1-1/4" HW DN 3/4" CW DN 3/4" HW/CW DN 3/4" CW/HW 3/4" CW/HW DN 3/4" HW 3/4" CW 1" CW 1" CW/HW 1-1/2" CW/HW 3/4" HW 3/4" CW/HW 1/2" HW 1/2" HW 4" FD-1 4" FD-1 4" FD-1 4" FS-1 4" FD-1 4" FD-1 4" FD-1 4" FD-1 4" FD-1 4" FS-1 4" FD-1 4" FD-1 4" FS-1 4" FS-1 TD-1 TD-1 2" V DN 2" V 3 4 6 GI-1 8 79 9 9 12 12 3" V DN EX 4" V UP EX 4" DN 3" V 3" V EX 4" V EX L EX L 3/4" CW/HW DN 3/4" CW DN 1-1/2" V DN 1-1/2" V DN 1-1/2" V DN 1-1/2" V DN EX 1-1/4" V DN 2" V DN 1-1/2" V DN 1-1/2" V DN 1-1/2" V DN 1-1/2" V DN EX DISHWASHER EX HOOD EX 2" V 2" V DN EX 2-1/2" V EX 2" V EX 3" V 1-1/2" V 1-1/2" V DN 3" V DN EX S EX S 1-1/2" V DN 3" SS DN 2" V DN 2 2 2 2 2 2 2 2 2 2 2 GENERAL NOTES: A. INSTALLATION PLANS ARE SCHEMATIC IN NATURE. CONTRACTOR TO VERIFY PLACEMENT OF NEW EQUIPMENT/FIXTURES PRIOR TO INSTALLATION. B. MAINTAIN SERVICE CLEARANCE AROUND ALL MECHANICAL EQUIPMENT AND ABOVE ELECTRICAL EQUIPMENT. DO NOT ROUTE PIPING IN CLEARANCE SPACE. C. COORDINATE PIPING LAYOUT AND ELEVATIONS WITH FOOTINGS, FLOW LINES, LOCAL PLUMBING CODE AND THE SPECIFICATIONS. D. VERIFY ALL SITE CONDITIONS PRIOR TO START OF WORK. E. COORDINATE ALL PLUMBING AND PIPING ROUTING WITH BUILDING STRUCTURE AND OTHER TRADES PRIOR TO INSTALLATION TO ALLOW FOR PROPER CLEARANCES AND FLOW REQUIREMENTS. F. COORDINATE ALL VENTS THROUGH ROOF WITH STRUCTURAL DRAWINGS AND MAINTAIN 10FT REQUIRED DISTANCE FROM MECHANICAL EQUIPMENT INTAKES. OFFSET PIPING AS NECESSARY. G. COORDINATE ALL EXPOSED PIPE ROUTING WITH DESIGN TEAM PRIOR TO ROUGH-IN. SPECIFIC RACKING REQUIREMENTS MAY BE REQUIRED. H. COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL EQUIPMENT AND RESPECTIVE TRADES PRIOR TO ROUGH-IN. I. COORDINATE STORM AND SANITARY SEWER CONNECTIONS WITH STRUCTURAL DRAWINGS TO MAINTAIN REQUIRED SLOPING AND PROPER ELEVATIONS. J. SEE PLUMBING FIXTURE CONNECTION SCHEDULE FOR FIXTURE CONNECTION SIZES. K. FIELD VERIFY ALL NEW AND EXISTING PIPE ROUTING WITH EXISTING CONDITIONS PRIOR TO ROUGH-IN. MAKE NECESSARY OFFSETS AS REQUIRED. L. COORDINATE ALL WALL CLEANOUT LOCATIONS WITH DESIGN TEAM PRIOR TO ROUGH-IN. COORDINATE ALL FLOOR CLEANOUT LOCATIONS BEING INSTALLED IN TILE, TERRAZZO OR OTHER SPECIALTY FLOOR AREAS WITH DESIGN TEAM PRIOR TO ROUGH-IN. M. EXISTING SANITARY SEWER MAIN DEPTH IS APPROXIMATELY 6FT DEEP. EXISTING SANITARY SEWER BRANCH LINES ARE APPROXIMATELY 3FT DEEP. N. EXISTING UNDERFLOOR CONDITIONS WERE TAKEN FROM EXISTING PLANS AND MAY NOT REFLECT EXACT SITE CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL CONCRETE REMOVAL AS REQUIRED TO REMOVE SANITARY SEWER PIPING. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION REGARDING FLOOR CUTTING AND PATCHING. O. COORDINATE ALL DRAIN LOCATIONS WITH EXISTING AND NEW OWNER KITCHEN EQUIPMENT PRIOR TO ROUGH-IN. REFERENCED NOTES: 1. INSTALL NEW FLOOR DRAIN IN APPROXIMATE LOCATION OF REMOVED FLOOR DRAIN. 2. INSTALL NEW TRENCH DRAIN. COORDINATE WITH EXISTING EQUIPMENT LAYOUT AND OWNER FOR EXACT LOCATION. TRENCH DRAIN SERVES OR MAY SERVE TIPPING KETTLE. VERIFY TIPPING DRAINAGE FLOW DISTANCES PRIOR TO ROUGH-IN. 3. ROUTE SANITARY PIPING FROM EXISTING DISPOSAL INTO SANITARY SEWER SYSTEM. 4. ROUTE EXISTING SINK DRAIN TO NEW FLOOR DRAIN UNDER EXISTING SINK. 5. COORDINATE SANITARY PIPING INSTALLATION WITH EXISTING PIPING ELEVATIONS. 6. INSTALL NEW GREASE INTERCEPTOR. COORDINATE EXACT LOCATION WITH DESIGN TEAM. 7. INSTALL NEW DOMESTIC WATER LINES TO SERVE EXISTING EQUIPMENT PREVIOUSLY SERVED FROM UNDERFLOOR. 8. CONNECT NEW DOMESTIC WATER TO EXISTING DISHWASHER. 9. COORDINATE INSTALLATION OF DOMESTIC WATER PIPING DROPS WITH ARCHITECTURAL PLAN. 10. COORDINATE PIPING IN THIS AREA WITH EXISTING UNDERFLOOR CONDUIT, REBAR, AND WIRE MESH. 11. INSTALL AT LEAST 10' OF STAINLESS STEEL PIPING BEFORE TRANSITIONING TO PVC. 12. INSTALL DOMESTIC WATER PIPING IN EXISTING WALL. SEE ARCHITECTURAL DRAWING FOR EXACT LOCATION OF WALLS. # ADS CORRUGATED PIPE. KITCHEN SAN. SEWER 4" C.O. REINFORCE CONCRETE PAVING ABOVE GREASE INTERCEPTOR. 6" 12 " 4" 12 " 4" 4" VENT 24" C.O. STATIC WATER LINE HDPE, 1250 GAL GREASE INTERCEPTOR. (BASED ON MIFAB)12 " 4" 24" C.O.C.O. DIRECT CONNECT LID. H-20 LOAD RATED LID. 4" 6" PLANNING ARCHITECTURE INTERIORS Copyright C 2016 OWNER SIGN-OFF: SHEET NAME: PROJECT NO: DATE: SHEET SET: REVISIONS: DATE SHEET: NAME 501 Sycamore Street Suite 101 Waterloo, IA 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com CONSULTANT: 19-085 FIVE SULLIVAN BROTHERS KITCHEN SANITARY SEWER REPLACEMENT P101R1 10.11.2019 PLUMBING NEW WORK PLAN 16021 5 S U L L I V A N B R O T H E R C O N V E N T I O N CE N T E R K I T C H E N R E M O D E L 20 0 W 4 T H S T , W A T E R L O O , I A 5 0 7 0 1 Ow n e r BID DOCUMENTS 1/8" = 1'-0"1 UNDERFLOOR PLUMBING PLAN 1/8" = 1'-0"2 ABOVE FLOOR PLUMBING PLAN GREASE INTERCEPTOR SCHEDULE UNIT TAG MANUFACTURER MODEL FLOW RATE (GPM) GREASE CAPACITY (LBS) LIQUID HOLDING CAPACITY (GAL) GI-1 MIFAB SUPER-MAX 1250 250 4,983 1250 PLUMBING FIXTURE SCHEDULE UNIT TYPE MANUFACTURER MODEL MATERIAL COLOR ADA FIXTURE DESCRIPTION MISCELLANEOUS FD-1 FLOOR DRAIN WATTS FD-1100-A - - - EPOXY COATED CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, REVERSIBLE CLAMPING COLLAR WITH PRIMARY AND SECONDARY WEEPHOLES, STAINLESS STEEL STRAINER, NO HUB OUTLET. PROVIDE WITH MEMBRANE CLAMP FS-1 FLOOR SINK WATTS FS-790 - - - 12" SQUARE FLOOR SINK, 8" DEEP, TYPE 304 STAINLESS STEEL CONSTRUCTION. LOOSE SET CAST STAINLESS STELL GRATE, DOME BOTTOM STRAINER, NO HUB OUTLET. PROVIDE WITH MEMBRANE CLAMP TD-1 TRENCH DRAIN EAGLE ASFT-2436-SG-ADA STAINLESS STEEL - YES 36"x24" ANTI-SPLASH FLOOR TROUGH WITH TYPE 304 STAINLESS STEEL GRATE. 4" DIAMETER DRAIN No Scale3GREASE INTERCEPTOR SECTION VIEW DETAIL Description Date No. ADD #2 10/31/2019 1 ELECTRICAL PLUMBING 16 ' 5 " 24 ' - 1 0 " 16'-7" 13'-5" 10'-7" 8'-1" 6' - 6 " 11 ' - 0 " 18 ' - 6 " 35 ' - 6 " 38 ' - 8 " 29 ' - 6 " 11'-6" 1' 11 ' - 6 " 24 ' VENT UP TO EXISTING 4" FLOOR SINK VENTS EXTENDED THROUGH WALL AND TIED INTO EXISTING VENT LINE OVERHEAD THIS LINE LEFT ON EXISTING SS ALL WATER PIPING IS EXISTING OVERHEAD POINTS OF CONNECTION WERE AT THE FIXTURES