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FLOOD ZONE- 820 N Euclid St Unit #1 - Plan
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FLOOD ZONE- 820 N Euclid St Unit #1 - Plan
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6/15/2025 12:44:23 PM
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6/15/2025 12:43:55 PM
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101122006
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820 N Euclid St Unit# 1
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3' <br />- <br />8 <br />" <br />V. <br />I <br />. <br />F <br />3' <br />- <br />6 <br />" <br />V. <br />I <br />. <br />F <br />11 <br />' <br />- <br />6 <br />" <br />V. <br />I <br />. <br />F <br />12'-0" <br />V.I.F <br />24 <br />' <br />- <br />8 <br />" <br />V. <br />I <br />. <br />F <br />B <br />A <br />O <br /> <br /> <br />P <br />H <br />A <br />M <br /> <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br />LICENSED ARCHITECT <br />STATEOF C ALIFORNIA <br />C-39025 <br />REN. 08/31/25 <br />BAO PHAM <br />ARCHITECT OF RECORD: <br />BAO PHAM, RA <br />1310 N <br /> <br />HAR <br />BOR <br />BLV <br />D. <br />SA <br />NTA A <br />NA <br /> <br />CA 92703 <br />| <br /> bao@bpd <br />o-ar <br />chit <br />e <br />cts.co <br />m <br /> <br /> | 714 <br />. <br />4 <br />5 <br />7.0436 <br />JA <br />D <br />U <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br />1 <br />ISSUANCE <br />Designed plans and specifications <br />represented by these drawings are <br />properties of BPDO and were <br />developed for use in connection with <br />each particular project. None of these <br />plans and ideas shall be used, <br />duplicated, disclosed, in part or in <br />whole, without written permission of <br />BPDO. <br />82 <br />0 <br /> <br />N <br /> <br />E <br />U <br />C <br />L <br />I <br />D <br /> <br />S <br />T <br />., <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />2024.07.30 CYCLE 1 PLN SUBMITTAL <br />2024.10.14 CYCLE 2 PLN SUBMITTAL <br />2024.12.10 CYCLE 1 BLDG SUBMITTAL <br />82 <br />0 <br /> <br />N <br />. <br /> <br />E <br />U <br />C <br />L <br />I <br />D <br /> <br />S <br />T <br />, <br /> <br />U <br />N <br />I <br />T <br /> <br />1 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />MA <br />I <br />N <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />: <br />JA <br />D <br />U <br />: <br />DEMOLITION PLAN <br />D1.0 <br />WALL LEGEND <br />EXTERIOR WALL <br />2X4 WALL STUDS @ 16" O.C | 7/8" LATH AND PLASTER EXTERIOR <br />1/2" GWB INTERIOR <br />INTERIOR WALL <br />2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 8 <br />A3.0 <br />1,9 <br />A3.0 <br />1 HR RATED EXTERIOR WALL <br />W/ 5/8" TYPE X GWB ON INTERIOR SIDE. EXTERIOR FINISH PER <br />ELEVATION | UL 309 <br />4,12 <br />A3.0 <br />EXISTING WALL <br />2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR <br />PLUMBING WALL <br />2X4 WALL STUDS @ 16" O.C | 1/2" GWB INTERIOR 4 <br />A3.1 <br />8 <br />A3.0 <br />KEY NOTES <br />1 EXISTING 4X4 WINDOW TO BE DEMO - PATCH AND REPAIR AS NEEDED <br />2 <br />EXISTING SLAB TO REMAIN - PATCH AND REPAIR AS NEEDED. SEE STRUCT3 <br />EXISTING 5X4 WINDOW TO BE DEMO - PATCH AND REPAIR AS NEEDED <br />1.VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. BRING ANY <br />DISCREPANCIES FROM THE DRAWINGS AND NOTES TO THE ARCHITECT <br />IMMEDIATELY. MINOR CHANGES IN THE SCOPE OF THE DEMOLITION WORK <br />SHALL NOT JUSTIFY AN ADDITIONAL COST. <br />2.REMOVAL OF EXISTING FIXTURES AND EQUIPMENT WILL REQUIRE <br />ISOLATING THE PIPING RISERS OR MAINS VIA SHUT-OFF VALVES. INSTALL <br />NEW ISOLATION VALVES WHERE REQUIRED FOR COMPLETION OF WORK. <br />3.REMOVAL OF EXISTING PLUMBING FIXTURES AND EQUIPMENT, ETC. WILL <br />REQUIRE CAPPING AND SEALING EXISTING MAINS OR BRANCHES AS <br />NECESSARY AND REQUIRED TO ALLOW THE REMAINING SYSTEMS TO FULLY <br />OPERATE WITHOUT DEGRADATION. CONTRACTOR SHALL PROVIDE <br />PROTECTIVE PLASTIC DROP CLOTHS TO PROTECT THE EXISTING OCCUPIED <br />AREAS AND EQUIPMENT FROM DUST AND DEBRIS DURING THE <br />CONSTRUCTION WORK, AND SHALL CLEAN THE AREAS OF ALL <br />CONSTRUCTION DIRT DAILY, AND UPON COMPLETION OF THE WORK. REFER <br />TO GENERAL CONDITIONS AND DIVISION 1 SECTIONS IN THE <br />SPECIFICATIONS. <br />4.ALL DRAINED PIPING RISERS AND MAINS SHALL BE REFILLED WITH PROPER <br />FLUID AND PROPERLY VENTED BY THIS CONTRACTOR, ONCE NEW WORK <br />HAS BEEN INSTALLED. <br />5.COORDINATE WITH GENERAL CONTRACTOR THE REMOVAL AND <br />REPLACEMENT OF ALL EXISTING CEILINGS, WALLS, ETC. AS REQUIRED FOR <br />MECHANICAL DEMOLITION WORK. <br />6.EXISTING PIPING AND EQUIPMENT, ETC., NOT TO BE UTILIZED IN THE <br />COMPLETED BUILDING SHALL BE DISCONTINUED OR REMOVED AS <br />REQUIRED. ALL ENDS OF DISCONTINUED PIPING SHALL BE CAPPED IN THE <br />NEAREST WALL, CEILING OR FLOOR SO THAT THEY ARE COMPLETELY <br />CONCEALED. OPENINGS LEFT IN WALLS, CEILINGS, ETC., WHERE <br />EQUIPMENT AND PIPE, ETC., ARE REMOVED AND NOT REPLACED, SHALL BE <br />PATCHED NEATLY WITH SIMILAR MATERIAL TO ADJACENT CONSTRUCTION. <br />REFER TO DRAWINGS DELINEATING NEW WORK FOR ADDITIONAL <br />INFORMATION REGARDING SYSTEMS OR PORTIONS OF SYSTEMS WHERE <br />USE IS TO BE DISCONTINUED. <br />7.EXISTING PIPING, FIXTURES AND EQUIPMENT THAT ARE NOT TO BE REUSED <br />SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE OWNER IF <br />THEY WISH TO RETAIN OWNERSHIP OF SAME. IF NOT, EQUIPMENT SHALL <br />BECOME THE PROPERTY OF THIS CONTRACTOR AND SHALL BE REMOVED <br />FROM THE SITE AS SOON AS PRACTICAL AND DISPOSED OF IN ACCORDANCE <br />WITH APPLICABLE LAWS AND REGULATIONS. <br />8.ALL CUTTING AND CHANNELING OF EXISTING BUILDING SHALL BE <br />ACCOMPLISHED IN A NEAT AND WORKMANLIKE MANNER WITHOUT REMOVAL <br />OF EXCESS MATERIALS. THIS CONTRACTOR SHALL PATCH AND REPLACE <br />WITH MATERIAL SIMILAR TO ADJACENT CONSTRUCTION. <br />9.WHERE EXISTING PIPING AND EQUIPMENT, ETC., THAT ARE TO BE UTILIZED <br />IN THE COMPLETED PROGRAM CONFLICT WITH NEW CONSTRUCTION AND <br />THE REQUIRED DEMOLITION, THEY SHALL BE RELOCATED AND <br />RECONNECTED TO MAINTAIN THE DESIRED SERVICE. <br />10.PORTIONS OF EXISTING SYSTEMS MAY BE SHOWN FOR CLARITY EVEN <br />THOUGH IT MAY NOT BE NECESSARY TO MODIFY OR REVISE THEM. ALL <br />EXISTING SYSTEMS ARE SHOWN BASED ON ORIGINAL OR REMODEL <br />BUILDING DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. <br />11.ALL WORK MUST BE COORDINATED AND SCHEDULED WITH THE OWNER AND <br />OCCUPANTS OF THIS BUILDING SO AS TO PROVIDE THE LEAST AMOUNT OF <br />DISRUPTION OF BUILDING ACTIVITIES AS POSSIBLE. <br />12.ALL ACCESSIBLE ABANDONED PIPING AND DUCTWORK SHALL BE REMOVED <br />AND PROPERLY DISPOSED OF. <br />GENERAL NOTES <br />5 <br />3 <br />4 50 GAL GAS WH RELIANCE STA-KLEEN 805 <br />5 EXISTING100 AMP METER TO BE UPGRADED TO 200 AMP DUAL METER <br />PANEL PER UTILITY PROVIDER STANDARDS <br />6 <br />SCALE:18 DEMOLITION PLAN <br />1/4" = 1'-0" <br />DEMO A PORTION OF BRICK FIRE PLACE VENEER - PATCH AND REPAIR <br />AS NEEDED <br />1 <br />(E <br />) <br /> <br />2 <br />4 <br />" <br />X <br />3 <br />6 <br />" <br /> <br />S <br />H <br /> <br />- <br /> <br />T <br />E <br />M <br />P <br />(E <br />) <br />6 <br />0 <br />" <br />X <br />3 <br />6 <br />" <br /> <br />S <br />L <br />D <br />. <br />(E <br />) <br /> <br />2 <br />4 <br />" <br />X <br />3 <br />6 <br />" <br /> <br />S <br />H <br /> <br />- <br /> <br />T <br />E <br />M <br />P <br />(E) 60"X48" SLD.(E) 60"X48" SLD.(E) 60"X48" SLD.(E) 48"X48" SLD - TEMP(E) 72"X80" SLD - TEMP <br />(E <br />) <br /> <br />6 <br />0 <br />" <br />X <br />4 <br />8 <br />" <br /> <br />S <br />L <br />D <br />. <br />(E <br />) <br /> <br />2 <br />4 <br />" <br />X <br />4 <br />8 <br />" <br /> <br />S <br />L <br />D <br />. <br />(E <br />) <br /> <br />4 <br />8 <br />" <br />X <br />4 <br />8 <br />" <br /> <br />S <br />L <br />D <br />. <br />(E) (3) 36"X48" SLD. <br />(E) 60"X48" SLD. <br />(E <br />) <br /> <br />4 <br />8 <br />" <br />X <br />4 <br />8 <br />" <br /> <br />S <br />L <br />D <br />(E <br />) <br /> <br />2 <br />4 <br />" <br />X <br />3 <br />6 <br />" <br /> <br />S <br />H <br /> <br />- <br /> <br />T <br />E <br />M <br />P <br />(E) 48"X48" SLD. <br />(E) 48"X48" SLD.(E) 48"X48" SLD. <br />EXISTING DWELLING <br />820 N EUCLID ST. <br />PERMITTED <br />GARAGE ADU <br />743 SF <br />820 1/2 N EUCLID ST. <br />(E <br />) <br /> <br />2 <br />4 <br />" <br />X <br />4 <br />8 <br />" <br /> <br />S <br />L <br />D <br />. <br />2 <br />6 <br />FLOOD ZONE- 820 N <br />Euclid St Unit #15/8/2025
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