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1801 E Chestnut Ave - Plan
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1801 E Chestnut Ave - Plan
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Last modified
2/13/2026 5:02:57 AM
Creation date
2/13/2026 5:01:08 AM
Metadata
Fields
Template:
Plan
Permit Number
101122497
Full Address
1801 E Chestnut Ave
Street Number
1801
Street Direction
E
Street Name
Chestnut
Street Suffix
Ave
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EXISTING CONDITIONS NOTES: <br />1. EXISTING CONDITIONS ARE UNKNOWN. CONTRACTOR TO VERIFY IN <br />FIELD, FOUNDATION EXTENTS, AND FRAMING SIZE, TYPE, SPAN <br />DIRECTION, AND SPACING PRIOR TO DEMOLITION AND <br />INSTALLATION. <br />2. DO NOT CUT OR ALTER THE EXISTING STRUCTURE BEYOND WHAT IS <br />SHOWN IN THE APPROVED DRAWINGS. CONTRACTOR SHALL NOTIFY <br />THE CITY OF SANTA ANA AND ENGINEER PRIOR TO THE START OF <br />WORK IF EXISTING CONDITIONS DIFFER FROM WHAT IS SHOWN IN <br />THE APPROVED DOCUMENTS. <br />3. ALL INFORMATION INCLUDING SIZE OF BEAMS SHOWN ON THE <br />DRAWINGS RELATIVE TO EXISTING CONDITIONS IS BASED ON <br />AVAILABLE KNOWLEDGE OF EXISTING STRUCTURE. CONTRACTOR <br />SHALL VERIFY IN FIELD ALL EXISTING CONDITIONS RELATIVE TO THE <br />SCOPE OF THIS PROJECT. WHERE ACTUAL CONDITIONS ARE NOT IN <br />ACCORDANCE WITH THE DRAWINGS PROVIDED, THE CITY OF SANTA <br />ANA SHALL BE NOTIFIED IMMEDIATELY. CONTRACTOR SHALL ALIGN <br />FOR SUFFICIENT BUDGET AND SCHEDULE CONTINGENCY TO <br />ADDRESS EXISTING HIDDEN CONDITIONS. <br />4. ALL DEMOLITION SHALL BE PERFORMED IN SUCH A WAS AS NOT TO <br />DAMAGE THE EXISTING STRUCTURAL ELEMENTS THAT ARE TO <br />REMAIN IN THE FINISHED STRUCTURE. ANY PORTIONS OF <br />STRUCTURE TO REMAIN THAT ARE DAMAGED DURING DEMOLITION <br />SHALL BE REPLACED AT NO ADDITIONAL COST. EXISTING <br />STRUCTURAL ELEMENTS SHALL BE PROTECTED TO THE FULLEST <br />EXTENT POSSIBLE, IN ORDER TO MITIGATE DAMAGE. CONTRACTOR <br />IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF ALL <br />EXISTING STRUCTURAL ELEMENTS THAT ARE NECESSARY FOR THE <br />COMPLETION OF ALL NEW WORK. <br />5. SHORING SHALL BE PROVIDED BY CONTRACTOR. <br />6. CONTRACTOR SHALL CONTACT SANTA ANA ZOO'S REPRESENTATIVE <br />FOR ANY REMOVAL OF PIPES OR CONDUITS. <br />7. CONTRACTOR TO PATCH BACK WITH WEATHERPROOFING PER <br />SPECIFICATION PROVIDED BY CITY OF SANTA. <br />A <br />B <br />1 2 3 4 5 6 <br />F <br />D <br />E <br />1'4.1 <br />A' <br />B' <br />C' <br />C <br />(E)5.125x24 GLB <br />14 <br />' <br />- <br />0 <br />" <br /> <br />1 <br />0 <br />' <br />- <br />8 <br /> <br />1 <br />/ <br />4 <br />" <br /> <br />1 <br />' <br />- <br />5 <br /> <br />3 <br />/ <br />4 <br />" <br /> <br />2 <br />' <br />- <br />1 <br />0 <br />" <br /> <br />1 <br />' <br />- <br />8 <br /> <br />1 <br />/ <br />4 <br />" <br />(E)5.125x24 GLB <br />19'-4" 11'-6" 28'-0" 14'-4" 19'-4" <br />(E <br />) <br />5 <br />. <br />1 <br />2 <br />5 <br />x <br />2 <br />4 <br /> <br />G <br />L <br />B <br /> <br />T <br />O <br /> <br />B <br />E <br /> <br />R <br />E <br />M <br />O <br />V <br />E <br />\ <br />D <br /> <br />A <br />N <br />D <br /> <br />R <br />E <br />P <br />L <br />A <br />C <br />E <br />D <br /> <br />P <br />E <br />R <br /> <br />S <br />1 <br />. <br />1 <br />(E)5.125 <br />x <br />24 G <br />L <br />B <br /> <br />T <br />O <br /> <br />B <br />E <br /> <br />R <br />E <br />M <br />O <br />V <br />E <br />D AN <br />D <br /> <br />REPLACE <br />D <br /> <br />P <br />E <br />R <br /> <br />S <br />1 <br />.1 <br />(E) 5.125x24 GLB TO BE REMOVED AND REPLACED <br />(E)5.125x24 GLB TO BE REMOVED <br />(E)5.125x24 GLB TO BE REMOVED AND REPLACED <br />(E) 5.125x24 GLB TO BE DEMOLISHED (E)5.125x24 GLB TO REMAIN <br />(E)5.125x24 GLB <br />LINE OF COLUMN CAPLINE OF COLUMN CAP <br />TO REMAIN TO REMAIN TO REMAIN <br />(E) SOLID <br />GROUTED CMU <br />PIER TO REMAIN <br />TYP <br />(E) 5.125 <br />x <br />24 GL <br />B <br /> TO <br />BE <br />REMOVE <br />D <br /> <br />AND <br />R <br />E <br />PLACED <br />(E) SOLID <br />GROUNTED CMU <br />PIER TO REMAIN <br />TYP <br />(E) 1/2" SHTG TO <br />BE REMOVED AND <br />REPLACED <br />(E <br />) <br /> <br />2 <br />x <br />6 <br /> <br />R <br />R <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />C <br />(E <br />) <br /> <br />2 <br />x <br />4 <br /> <br />C <br />J <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />C <br />(E <br />) <br /> <br />2 <br />x <br />4 <br /> <br />C <br />J <br /> <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />C <br />(E) <br /> <br />4x10 <br />(E) <br /> <br />4x10 <br />(E) Pipe3STD <br />TO REMAIN <br />(E) Pipe3STD <br />TO REMAIN <br />(E) 4x10 <br />(E <br />) <br /> <br />2 <br />x <br />6 <br /> <br />R <br />R <br /> <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />C <br />(E <br />) <br /> <br />4 <br />x <br />1 <br />0 <br />(E <br />) <br /> <br />4 <br />x <br />1 <br />0 <br />(E <br />) <br /> <br />4 <br />x <br />1 <br />0 <br />(E) 2x10(E) 2x10(E) 2x10(E) 2x10 <br />(E <br />) <br /> <br />2 <br />x <br />6 <br /> <br />R <br />R <br /> <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />C <br />(E)6 <br />x12 <br />(TO <br />REMAIN) <br />(E)5.125 <br />x <br />24 GL <br />B <br /> TO <br />B <br />E <br /> <br />R <br />E <br />M <br />O <br />VED <br />(E)6x16 (TO <br />REMAIN) <br />(E) 5 <br />. <br />1 <br />2 <br />5 <br /> <br />X <br /> 24 G <br />L <br />B TO <br /> <br />B <br />E <br /> <br />D <br />E <br />M <br />O <br />L <br />I <br />S <br />H <br />E <br />D <br />(E <br />) <br /> <br />5 <br />. <br />1 <br />2 <br />5 <br /> <br />X <br /> <br />2 <br />4 <br /> <br />G <br />L <br />B <br /> <br />T <br />O <br /> <br />B <br />E <br /> <br />D <br />E <br />M <br />O <br />L <br />I <br />S <br />H <br />E <br />D <br />(E <br />) <br /> <br />T <br />R <br />U <br />S <br />S <br /> <br />T <br />O <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />(E) GIFT SHOP <br />TICKET BOOTH <br />FRAMING PLAN SYMBOLS <br />INDICATES BEAM PER PLAN. <br />INDICATES JOIST PER PLAN.J# <br />B# <br />INDICATES (E) SOLID GROUTED CMU WALL <br />BELOW TO REMAIN. <br />INDICATES (E) SOLID GROUTED CMU PIER TO <br />REMAIN. <br />(E) ROOFING, SHEATHING, AND ROOF <br />FRAMING TO BE REMOVED AND REPLACED <br />WITH LIKE TO LIKE. SEE S1.1 FRAMING PLAN <br />FOR MORE INFORMATION. <br />(E) BEAM TO BE DEMOLISHED. <br />(E) BEAM TO REMAIN. <br />N <br />I <br />R <br />No. S3866 <br />Exp. 3/31/26 <br />G <br />T <br />R <br />E <br />TATSS <br />E OFILACFO <br />UCTURA <br />R <br />L <br />R <br />STERED P L <br />OF ESSIONA <br />N <br />ER <br />AI <br />E <br />ENGI <br />WILLI <br />H.THORP <br />............... <br />. <br />. <br />. <br />. <br />............................... <br />. <br />. <br />. <br />............... <br />E <br />AM <br />18400 Von Karman Ave., Suite 600 <br />Irvine, CA 92612 <br />O: 949.252.1022 <br />F: 949.252.8082 <br />www.kpff.com <br />PRINCIPAL CIVIL ENGINEER <br />PRINCIPAL CIVIL ENGINEER RCE NO.: <br />RCE NO.: <br />FILE NO.: <br />CITY OF SANTA ANA <br />PUBLIC WORKS AGENCY <br />REVISIONS REFERENCES <br />NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED <br />CONSTRUCTION COMPLETED: <br />www.DigAlert.org <br />TWO WORKING DAYS <br />BEFORE YOU DIG <br />Underground Service Alert <br />NOTICE TO CONTRACTOR <br />of Southern California <br />PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT <br />IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS <br />A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO <br />WORKING DAYS PRIOR TO COMMENCING EXCAVATION. <br />KPFF OC STRUCTURAL ENGINEER <br />DATE <br />DESIGNED: DRAWN: CHECKED: <br />RECOMMENDED FOR <br />CONSTRUCTION: <br />REVIEWED FOR <br />CONSTRUCTABILITY: <br />PREPARED UNDER <br />THE SUPERVISION <br />OF: <br />STEVEN DILLON 05/13/2024 <br />Know what's below. <br />before you dig.Call <br />R <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />O <br />. <br /> <br />2 <br />3 <br />0 <br />0 <br />5 <br />5 <br />3 <br />: <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />Z <br />O <br />O <br /> <br />T <br />IC <br />K <br />E <br />T <br /> <br />B <br />O <br />O <br />T <br />H <br />FA-07161 <br />S1.1D <br />SDGY <br />1801 E. CHESTNUT AVE, SANTA ANA, CA 92701 <br />SANTA ANA ZOO TICKET BOOTHMW/MV <br />DEMO ROOF FRAMING PLAN <br />1/4" = 1'-0"1DEMO FRAMING PLAN <br />N <br />SHEET 4 OF 7
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