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HomeMy WebLinkAboutA1.10_LOWER LEVEL FLOOR PLAN_Rev.02 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" Ad 5 SULLIVAN BROTHER CONVENTION CENTER KI T C HE N REMODEL 205 W 4TH ST WATERLOO, IA 50 7 01 CIT Y OF WATERLOO C:\RevitLocalFiles\l 60 21 _5 Sullivan Brother Convention Center_R15_codym.rvt 10/15/2019 3:25:24 PM SHEET RESPONSIBILITY:Author 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 i o 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. ADD #2: FENCE & HYDRAULIC BOX TO BE REMOVED FROM DOCK & REINSTALLED IN SAME LOCATION.Addendum 2.pdf