Laserfiche WebLink
Scale <br />Project number <br />Date <br />Drawn by <br />Checked by <br />This document, and the ideas and designs incorporated <br />herein, as an instrument of professional service, is the <br />property of Everett Smith, and is not to be used in whole or <br />in part, for any other project without the written authorization <br />of Everett Smith/ ESDESIGNS. All Rights Reserved <br />PREPARED BY: <br />Email: everett@everettsmithdesigns.com <br />PROJECT: <br />CLIENT NAME: <br />PROJECT ADDRESS: <br />REVISIONS: <br />IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. <br />MENIFEE, CA 92584 <br />EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC <br />2023 <br />DDDDD S E <br />30141 ANTELOPE RD. D774 <br />5/23/2024 8:28:20 AM <br />1/4" = 1'-0" <br />5/23/2024 8:28:20 AM <br />Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.05.15.rvt <br />A1.1 <br />EXISTING PLAN / <br />DEMO PLAN <br />23-2292 <br />J.D. PHAM <br />RS <br />ES <br />TE <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br />MA <br />R <br />C <br />O <br />S <br /> <br />P <br />I <br />Z <br />Z <br />A <br />100 N.HARBOR BLVD. <br />SUITE C-3 <br />SANTA ANA CA 92703 <br />1/4" = 1'-0"1 EXISTING FLOOR PLAN <br />DEMOLITION NOTES <br />1. REMOVE ONLY NON LOAD BEARING CONSTRICTION AND <br />PARTITIONS. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL, <br />THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, <br />BEAMS, HEADERS, ETC.. SUPPORTING FLOOR, ROOF OR CEILING <br />JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE <br />ENGINEER PRIOR TO REMOVAL OF ANY CONSTRUCTION IN <br />QUESTION OR DEVIATING FROM THE DESIGN INTENT. <br />CONTRACTOR'S NON CONTACT OF ENGINEER PRIOR TO <br />REMOVAL OF ANY WORK INDICATES HIS COMPLETE <br />UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL <br />WORK IS BEING ALTERED UNDER THIS CONTRACT. <br />2. CONTRACTOR TO VERIFY ALL PLUMBING REQUIREMENTS BASED <br />ON NEW EQUIPMENT PROVIDED. IDENTIFY EXTENT OF SLAB <br />REMOVAL PRIOR TO CUTTING. INSTALL NEW PLUMBING <br />FIXTURES TO COMPLY WITH ALL APPLICABLE LOCAL AND STATE <br />CODES. <br />3. CUTTING OF EXISTING CONSTRUCTION FOR THE INSTALLATION <br />OF ALL NEW WORK BY ALL TRADES, AND SUBSEQUENT PATCHED <br />THEREOF, SHALL BE THE RESPONSIBILITY OF THE GENERAL <br />CONTRACTOR, WHETHER THE WORK IS DONE BY HIS OWN <br />FORCES OR NOT. CUTTING SHALL BE TO A STRAIGHT LINE, <br />UNWORKMANLIKE CUTTING, DAMAGE RESULTING FROM AND <br />UNACCEPTABLE PATCHING SHALL REPAIRED AND/OR REPLACED <br />TO AN ACCEPTABLE CONDITION APPROVED BY THE OWNER. <br />4. PATCHING MATERIAL SHALL MATCH EXISTING ADJACENT <br />MATERIALS AND CLOSELY AS POSSIBLE IN COLOR, PATTERNS <br />AND/OR TEXTURE. <br />5. ALL SALVAGE MATERIALS REMOVED SHALL REMAIN THE <br />PROPERTY OF THE OWNER U.N.O. ALL NON-SALVAGED <br />CONSTRUCTION MATERIALS AND DEBRIS FROM DEMOLITION <br />WORK SHALL BE REMOVED FROM THE SITE AS WORK <br />PROGRESSES. <br />6. PROTECT ALL EXISTING FINISHES, WALLS, FIXTURES, AND <br />DEVICES TO REMAIN. <br />7. THE CONTRACTOR SHALL COORDINATE THE SEQUENCE OF <br />WORK WITH THE OWNER. <br />8. CONTRACTOR TO PATCH EXISTING FINISHES TO ORIGINAL <br />CONDITION AND TO TOUCH-UP FINISHES AS REQUIRED PRIOR TO <br />INSTALLATION. <br />9. ALL EXISTING ELECTRICAL OUTLETS, SWITCHES, JUNCTION <br />BOXES, CLEAN-OUTS, PLUMBING ACCESS SHALL REMAIN <br />ACCESSIBLE. <br />10. CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION <br />OF EXISTING SANITARY SEWER LINE AND ADJUST SYSTEM <br />LAYOUT TO ACCOMMODATE. <br />11. CONTRACTOR SHALL REMOVE ALL EXISTING INTERIOR WALLS, <br />FURRING, DUCT WORK, PIPING, HVAC EQUIPMENT & EXISTING <br />EXHAUST FAN ALONG WITH ANY OTHER ITEMS NOT <br />SPECIFICALLY SHOWN TO REMAIN. <br />12. CONTRACTOR SHALL CAP ALL UNUSED SEWER LINES.PER "CPC <br />DEAD ENDS "IN THE INSTALLATION ORREMOVAL OF ANY PART OF <br />A DRAINAGE SYSTEM,DEAD ENDS SHALL BE PROHIBITED. <br />CLEANOUTEXTENSIONS AND APPROVED FUTURE FIXTURE <br />DRAINAGE PIPING SHALL NOT BE CONSIDERED AS DEAD ENDS. <br />13. DEMOLITION SHALL BE IN ACCORDANCE WITH CFC CHAPTER <br />33. <br />(N) POUR BACK SLAB TO MATCH (E) <br />THICKNESS.F(C)=3500 PSI W/ MAXIMUM WATER <br />TO CEMENTRATIO OF 0.45 OVER DRAIN ROCK <br />AND COMPACTED FILL AS NOTED. FOR <br />DOWELING AND REINFORCEMENT. <br />SAW -CUT SLAB TO 1" LESS THAN SLAB <br />THICKNESS. FOR 6" SLAB SAW-CUT 5" <br />VISQUEEN (STEGO <br />WRAP 15 MIL) <br />DRAIN ROCK <br />TRENCH BACKFILL SHALL BE MOISTURE <br />CONDITIONED TO AT LEAST 5 PERCENT OVER <br />OPTIMUM MOISTURE CONTENT AND <br />COMPACTED TO BETWEEN 85 AND 90% <br />RELATIVE COMPACTION PER ASTM D1557 <br />SAVE AND PROTECT AT LEAST 6" <br />(EACH SIDE) OF VISQUEEN FOR <br />OVERLAPPING AND TAPING <br />THE UPPER 12" OF THE SOILS UNDER THE DRAIN <br />ROCK ARE SELCT FILL SEPARATE SELECTED FILL <br />FOR REUSE AS BACKFILL FOR THE UPPER FOOT <br />OF THE TRENCH BELOW THE DRAIN ROCK. <br />SELECTED FILLS BE COMPACTED TO AT LEAST <br />90% RELATIVE COMPACTION PER ASTM D1557 <br />REPLACED DRAIN ROCK AND VISQUEEN <br />OVERLAP REPLACEMENT VISQUEEN AT LEAST <br />6" WITH THE EXISTING VISQUEEN AND TAPE <br />WITH STEGO WRAP TAPE <br />1-0" <br />MIN. <br />1-0" <br />MIN. <br />TRENCH <br />WIDTH <br />(N) 3500 PSI CONCRETE WITH <br />MAX. WATER TO CEMENT RATIO <br />OF 0.45 #3 REBAR 12" O.C. EACH <br />WAY TIED OFF TO DOWELING <br />#4 DOWEL @ 12" O.C. DRILL 5/8DIA X 6" MIN <br />DEEP HOLE, BLOW CLEAN AND EPOXY BAR <br />IN PLACE. EPOXY GROUT, SIMPSON SET-XP <br />OR AN APPROVED EQUIVALENT <br />NOTES: <br />1.THE POUR BACK CONCRETE AND REBAR SHALL CONFORM <br />TO THE SHELL BUILDING PLANS AND SPECIFICATIONS <br />1/4" = 1'-0"2 DEMO PLAN <br />No. Description Date <br />100 N Harbor Blvd #C-3 - <br />101118438, 20182225, <br />30146961, 4013888710/31/2024