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DEMOLITION NOTES 1. VERIFY EXTENT OF DEMOLITION w/SAFEWAY REPRESENTATIVE BEFORE COMMENCING. 2. PATCH,REPAIR,AND CLEAN FLOORS AND WALLS TO MATCH EXISTING. #3x12"REBAR DOWEL @ 24"O.C. NEW CONCRETE TO BE s. 3. VERIFY DISPOSITION OF REMOVED EQUIPMENT w/SAFEWAY REPRESENTATIVE. a� DRILL 6"MIN INTO EXSTG SLAB LEVEL&FLUSH p TO SET IN CARDBOARD SLEEVE 2'-0 w/ADJACENT.TROWEL GENERAL NOTES U O M z FINISH TO MATCH MAX EXISTING CONCRETE SLAB 1. INSTALL ALL WORK IN ACCORDANCE WITH ALL CODES AND AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS. a V MAINTAIN MANUFACTURER'S SPECIFIED CLEARANCES FOR ALL EQUIPMENT. `O `O --a 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS SHOWN ON DRAWINGS AND TO REPORT ANY `t �' V DISCREPANCIES TO ARCHITECT AND/OR SAFEWAY REPRESENTATIVE. CIA KEYED NOTES rrrrr rrrrrrrr rr r � SUITABLE FILL SOIL \\/\\//\//\// \\ CONT.#3 REINFORCING COMPACTED TO 90% �j\\j\\j\ /\\j\\j\\j \\j\\j\\j\\ \\j\ \\j`�% BAR @ 15"O.C.EA WAY, O REMOVE EXISTING EQUIPMENT,CABINETS,AND FURNITURE. PATCH,REPAIR,AND CLEAN TO MATCH \/ // \//\//\// \//\//\// //\//\ \� EXISTING.REMOVE EXISTING ASSOCIATED POWER CIRCUITS BACK TO SOURCE. MIN.OR AS REQUIRED ,��/\\ /\\/\\ \\/\\/\\ \\/\\/\\ (2)PER TRENCH MIN BY LOCAL CODE CONDUIT OR PIPE / � 15 MIL VAPOR LEGEND BARRIER SET IN SAND EXISTING WALL NOTE:THIS DETAIL APPLIES TO CONVENTIONALLY REINFORCED SLABS-ON-GRADE ONLY. IT IS NOT OLIVE BAR APPLICABLE AT ELEVATED SLABS,POST-TENSIONED SLABS-ON-GRADE,STRUCTURAL MAT SLABS OR O# KEYED NOTE NUMBER.SEE KEYED NOTES. V OTHER STRUCTURAL SLABS SUCH AS THOSE WITH GRADE BEAMS AND PILES OR PIER FOUNDATIONS. CONTRACTOR TO CONFIRM SLAB-ON-GRADE CONDITION IN FIELD PRIOR TO DOING THE WORK AND ® EQUIPMENT NUMBER.SEE EQUIPMENT SCHEDULE. NOTIFY ARCHITECT IF SLAB IS NOT AN ON GRADE SLAB. rr� 1 II I I INFILL TRENCH DETAILI I TO BE DEMOLISHED,VERIFY WITH (� III O ��J J I 4 I I SAFEWAY REPRESENTATIVE �--I N.T.S. L------J NEW EQUIPMENT 0 \ SEAMLESS POLPROPYLENE \ FIBER (WATERHOG)MAT 2"MIN 2"MIN \ CARPETw/RUBBER BACKING 18"± EQUIPMENT SCHEDULE GORILLA TAPE ALL 5/8"PLYWOOD APPROX \ PERIMETER EDGES/SEAMS EXISTING EQ# QTY DESCRIPTION MANUF. MODEL NOTES N ALL AROUNDWEIGHT p CONCRETE SLAB ❑ (2)NEW E�DCAPLD ISLAND HUSSMAN IM-05-E5-R 600 LBS SEE ANCHORING DTL 2/A1 N J 00 <\ \ 3 QLO LO \ 2x4 EA SIDE V/r /V//V// / /rV//V//V//V//�/� W \ r\\i\\i r\\ \\i\\i\\i\\i\\ Q VA w/ANCHOR TO \AAr/jAA�/�A r�AA/SAA/SAA/��A;r o () \\ REMAIN IN POUR \ \ w 0 ❑ BACK FILL w Q Z CONDUIT OR PIPE 2 2i Q � U) Q W \ NOTE:THIS DETAIL APPLIES TO CONVENTIONALLY REINFORCED SLABS-ON-GRADE ONLY. IT IS NOT o w Q p� J Z \ APPLICABLE AT ELEVATED SLABS,POST-TENSIONED SLABS-ON-GRADE,STRUCTURAL MAT SLABS OR J CJ) LO W Q OTHER STRUCTURAL SLABS SUCH AS THOSE WITH GRADE BEAMS AND PILES OR PIER FOUNDATIONS. U J CONTRACTOR TO CONFIRM SLAB-ON-GRADE CONDITION IN FIELD PRIOR TO DOING THE WORK AND - D RETAIL AREA - DEMOLITION PLAN NOTIFY ARCHITECT IF SLAB IS NOT AN ON GRADE SLAB. z Al SCALE: 1/4"=1'0" 3 SALES FLOOR TEMPORARY TRENCH COVER DETAILui 0o Al N.T.S. W � z r Q W Q 06 z 3-N0. 14 SMS OR BETTER, — W Q TYP.EA.L3x3 J FIXTURE 1_303 /40'4'EA.CORNER FIXTURE RAIL _ Y OF FIXTURE WITH N Z '� ANCHOR TO SLAB AS FIXTURE RAIL/LEG ANCHOR EA.CORNER 0 Ln 0 NOTED OF FIXTURE TO SLAB 0 LU AS NOTED z 0 W v � J 0� � ~ 0 SLAB SLAB r , U) r n� - 0 w W 0 m V! CV J = E d U D ARc i ANCHOR TO RAIL/LEG ANCHOR THROUGH BASE STEPHEN FIXTURE ANCHORAGE 1. %"DIA.SIMPSON TITEN HD SCREW ANCHOR WITH 3%"EMBEDMENT, INSTALLED PER ICC REPORT ESR-2713,SPECIAL INSPECTION IS REQUIRED. N 05/31/2023 2. AT ANCHOR THROUGH BASE,DRILL%"MAXIMUM OVERSIZE HOLE THROUGH BASE FOR ANCHOR,TYP. a N� x RENEWAL OR IF PRE-MANUF.HOLES EXIST, INCREASE DIAMETER OF ANCHOR TO FIT HOLE BY%"MAX.,TYP. s 9�F DATE OQ� 3. WHERE SEISMIC RESTRAINT CLIPS PROVIDED BY MANUFACTURER, USE CLIPS IN LIEU OF L3x3,TYP. OF CALF 2 FIXTURE ANCHORAGE TO SLAB DETAIL Al SCALE:3/4"=V-0" N / Q N i i i O I r f fN Z \ I ~ O. o❑ \ ° w Lu o Q a o a \ LLI °° ® EE=, uo�'LL,LiI „ ISL L w w m ® c� m m � o � \ o - — \ \\ ° 0 \\ \ EFEI oo N \ \ J Llz 0 Q 0 q N w ® O W r Z Y O \ ❑ \ ® _ C) w rn U LL Q N �. o N C] rn C] U U) r \ AREA OF WORK 1648 1 RETAIL AREA - EQUIPMENT PLAN LODI, ca Al „_ , - SCALE. 1/4 1 0„ ooa� SAFEWAYCI :r ° ❑ 17 17 �! ° ❑ .0 D. 0 0 0 0 go a T a o ®o KEY PLAN