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2344 N Fairmont Ave - REV 2 - Plan
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2344 N Fairmont Ave - REV 2 - Plan
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Last modified
6/9/2026 5:00:13 AM
Creation date
6/9/2026 5:00:06 AM
Metadata
Fields
Template:
Plan
Permit Number
101120633
101126345
101127103
Full Address
2344 N Fairmont Ave
Street Number
2344
Street Direction
N
Street Name
Fairmont
Street Suffix
Ave
Text box
ID:
1
Creator:
Import Agent
Created:
6/9/2026 5:00 AM
Modified:
6/8/2026 10:51 AM
Text:
Revision to 101120633 (issued on 8/5/25) REV 1 Bldg #101127103 APPROVALS: BLDG - CSG
Stamp
ID:
1
Creator:
Import Agent
Created:
6/9/2026 5:00 AM
Modified:
6/8/2026 10:51 AM
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I. PROJECT DATA: <br />1. PROJECT LOCATION: <br />2344 FAIRMONT AVENUE, SANTA ANA <br />3. APPLICABLE CODES: <br />CALIFORNIA CODE OF REGULATIONS <br />LIST OF CALIFORNIA CODE OF REGULATIONS (C.C.R.): <br />PART 1 2022 BUILDING STANDARDS ADMINISTRATIVE CODE, TITLE 24 C.C.R. <br />PART 2 2022 CALIFORNIA BUILDING CODE, TITLE 24 C.C.R. <br />PART 2.5, 2022 CALIFORNIA RESIDENTIAL CODE (CRC), WHICH IS BASED ON THE 2021 <br />INTERNATIONAL RESIDENTIAL CODE (IRC) PUBLISHED BY THE INTERNATIONAL CODE COUNCIL <br />(ICC). THIS IS A COMPLETELY NEW PART OF T-24 <br />PART 3 2022 CALIFORNIA ELECTRICAL CODE (CEC), TITLE 24 C.C.R. WHICH IS BASED ON THE 2020 <br />NATIONAL ELECTRICAL CODE AND 2022 CALIFORNIA AMENDMENTS) CODE OF THE NATIONAL FIRE <br />PROTECTION ASSOCIATION (NFPA) <br />PART 4 2022 CALIFORNIA MECHANICAL CODE (CMC), TITLE 24 C.C.R. BASED ON THE 2021 UNIFORM <br />MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL <br />OFFICIALS, (IAPMO) <br />PART 5 2022 CALIFORNIA PLUMBING CODE (CPC), TITLE 24 C.C.R. WHICH IS BASED ON THE 2021 <br />UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND <br />MECHANICAL OFFICIALS, IAPMO) <br />PART 6 2022 CALIFORNIA ENERGY CODE, TITLE 24 C.C.R.. <br />PART 9 2022 CALIFORNIA FIRE CODE, TITLE 24 C.C.R. <br />PART 10 2022 CALIFORNIA EXISTING BUILDING CODE, TITLE 24 C.C.R. <br />PART 11 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN CODE). TITLE 24 C.C.R. <br />CITY OF SANTA ANA MUNICIPAL CODE REQUIREMENTS <br />2. DESCRIPTION OF WORK: <br />DEMOLITION OF EXISTING ALUMINUM PATIO ENCLOSURE. NEW FAMILY ROOM ADDITION IN EXISTING <br />FOOTPRINT. DEMOLITION AND REPLACEMENT OF EXISTING CHIMNEY <br />4. DESIGNER: <br />LINDSAY L A THOMPSON IV <br />1598 CAMELOT DRIVE, <br />CORONA, CA 92882 <br />T: 714-504-2544 <br />5. STRUCTURAL ENGINEER <br />VCA ENGINEERS <br />YOUNG K. NAM, P.E, S.E LICENSE # S4029 <br />2151 MICHELSON DR. #240, <br />iRVINE, CA 92612 <br />T: 949-679-0870 <br />PROJECT NUMBER: <br />A <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />F <br />O <br />R <br />: <br />CHECKED: <br />DRAWN: <br />ISSUE/REVISION: <br />DE <br />S <br />I <br />G <br />N <br />E <br />R <br />: <br />LI <br />N <br />D <br />S <br />A <br />Y <br /> <br />L <br /> <br />A <br /> <br />T <br />H <br />O <br />M <br />P <br />S <br />O <br />N <br /> <br />I <br />V <br />15 <br />9 <br />8 <br /> <br />C <br />A <br />M <br />E <br />L <br />O <br />T <br /> <br />D <br />R <br />I <br />V <br />E <br />, <br /> <br />CO <br />R <br />O <br />N <br />A <br />, <br /> <br />C <br />A <br />, <br /> <br />9 <br />2 <br />8 <br />8 <br />2 <br />PH <br />O <br />N <br />E <br />: <br /> <br />7 <br />1 <br />4 <br />- <br />5 <br />0 <br />4 <br />- <br />2 <br />5 <br />4 <br />4 <br />5/ <br />6 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />1 <br />1 <br />: <br />4 <br />0 <br />: <br />1 <br />5 <br /> <br />A <br />M <br /> <br />C <br />: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />l <br />t <br />h <br />o <br />m <br />p <br />s <br />o <br />n <br />\ <br />O <br />n <br />e <br />D <br />r <br />i <br />v <br />e <br /> <br />- <br /> <br />C <br />an <br />n <br />o <br />n <br />D <br />e <br />s <br />i <br />g <br />n <br />\ <br />C <br />D <br />H <br />o <br />m <br />e <br />\ <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />i <br />m <br />p <br />o <br />r <br />t <br />a <br />n <br />t <br /> <br />d <br />o <br />c <br />s <br />\ <br />P <br />a <br />r <br />e <br />n <br />t <br />s <br /> h <br />o <br />u <br />s <br />e <br />\ <br />T <br />h <br />o <br />m <br />p <br />s <br />o <br />n <br />_ <br />R <br />2 <br />2 <br />. <br />r <br />v <br />t <br />LT201801 <br />00 <br />- <br />A <br />0 <br />. <br />0 <br /> <br />T <br />I <br />T <br />L <br />E <br /> <br />S <br />H <br />E <br />E <br />T <br />Th <br />o <br />m <br />p <br />s <br />o <br />n <br /> <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />c <br />e <br />Th <br />o <br />m <br />p <br />s <br />o <br />n <br />, <br /> <br />L <br />i <br />n <br />d <br />s <br />a <br />y <br /> <br />& <br /> <br />B <br />o <br />n <br />n <br />i <br />e <br />LLATIV <br />LLATIV <br />00-A0.0 <br />TITLE SHEET <br />5/15/2025 <br />CITY SUBMITTAL <br />23 <br />4 <br />4 <br /> <br />N <br />. <br /> <br />F <br />a <br />i <br />r <br />m <br />o <br />n <br />t <br /> <br />A <br />v <br />e <br />n <br />u <br />e <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 />6 <br />PROPERTY OWNER: LINDSAY & BONNIE THOMPSON <br />PROJECT ADDRESS: 2344 N. FAIRMONT AVENUE <br />ZONE: R1 (SINGLE FAMILY RESIDENTIAL) <br />APN: 003-091-08 <br />OCCUPANCY TYPE: R-3 <br />CONSTRUCTION TYPE: V-B <br />SPRINKLER: NONE EXISTS <br />NUMBER OF STORIES: ONE <br />CLIMATE ZONE: 8 <br />GENERAL PLAN: LR 7.0 <br />LOT SIZE: 6,750 SQ FT <br />BUILDING SIZE: <br /> EXISTING STRUCTURE: 1,471 SQ FT <br /> ADDITION: 343 SQ FT <br /> GARAGE: 323 SQ FT <br /> TOTAL: 2,137 SQ FT <br />LOT COVERAGE: 31.6% <br />OPEN SPACE: 4,613 SQ FT <br />THOMPSON RESIDENCE - FAMILY ROOM ADDITION <br />2344 N. FAIRMONT AVENUE, SANTA ANA, CA 92706 <br />1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2022 CALIFORNIA BUILDING, <br />PLUMBING, MECHANICAL AND ELECTRICAL CODES, AND LOCAL ORDINANCES LISTED <br />2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS <br />3. ULTIMATE CONCRETE STRENGTH TO BE 3,000 PSI @ 28 DAYS <br />4. LUMBER: USE DOUGLAS FIR COMMERCIAL GRADE #1 FOR ALL POSTS AND 6X LARGER BEAMS <br />AND COMMERCIAL GRADE #2 FOR ALL 4X AND SMALLER, ALL LUMBER SHALL BE GRADE <br />MARKED. <br />5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES <br />AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF <br />REPAIR OR REPLACEMENT IN CONJUCTION WITH THE PRODUCTION OF THIS WORK. <br />6. COMPLIANCE SHALL BE MADE WITH THE STATE'S ENERGY CONSERVATION REQUIREMENTS. <br />FIEL REQUIRED DOCUMENTATION ON THE DRAWINGS. <br />7. DRAWINGS AND WORK MUST SHOW COMPLIANCE WITH GENERAL AND CONVENTIONAL <br />CONSTRRUCTION REQUIREMENTS OF CBC SECTIONS 2308 AND CHAPTER 18 FOUNDATION <br />REQUIREMENTS. <br />GENERAL NOTES <br />PROPERTY NOTES <br />SHEET INDEX <br />SHEET NO. SHEET NAME <br />ISSU <br />E NO. <br />1 <br /> <br /> <br /> <br />0 <br />3 <br />/ <br />2 <br />8 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />- <br /> <br />I <br />S <br />S <br />U <br />E <br /> <br /># <br />1 <br /> <br /> <br /> <br /> <br /> <br />ISS <br />UE <br />NO. <br />2 <br /> <br /> <br /> <br />0 <br />5 <br />/ <br />1 <br />5 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />- <br /> <br />I <br />S <br />S <br />U <br />E <br /> <br /># <br />2 <br /> <br /> <br /> <br /> <br /> <br />GENERAL <br />00-A0.0 TITLE SHEET Yes ● Yes ● <br />00-A0.1 EXISTING PICTURES AND ELEVATIONS Yes ● Yes ● <br />00-A0.2 EXISTING AND NEW SITE PLANS Yes ● Yes ● <br />ARCHITECTURAL <br />01-A1.0 DEMOLITION AND CONSTRUCTION PLANS Yes ● Yes ● <br />01-A2.0 INTERIOR AND EXTERIOR ELEVATIONS AND SECTIONS Yes ● Yes ● <br />01-A3.0 WALL SECTIONS Yes ● Yes ● <br />01-A4.0 DETAILS Yes ● Yes ● <br />01-A5.0 WINDOW AND DOOR SCHEDULES Yes ● <br />STRUCTURAL <br />02-S001 GENERAL NOTES Yes ● Yes ● <br />02-S101 TYPICAL DETAILS Yes ● Yes ● <br />02-S102 TYPICAL DETAILS Yes ● Yes ● <br />02-S103 TYPICAL DETAILS Yes ● Yes ● <br />02-S201 FOUNDATION & FRAMING PLAN Yes ● Yes ● <br />02-S301 TYPICAL DETAILS Yes ● Yes ● <br />02-S401 FRAMING DETAILS Yes ● Yes ● <br />ENERGY <br />03-T24.1 TITLE 24 ENERGY COMPLIANCE FORMS No Yes ● <br />03-T24.2 TITLE 24 ENERGY COMPLIANCE FORMS No Yes ● <br />PROJECT DATA: <br />THE EXISTING SINGLE FAMILY RESIDENCE HAS AN ALUMINUM ENCLOSURE ERECTED IN THE BACK <br />OF THE HOUSE THAT IS TO BE DEMOLISHED. THE EXISTING CONCRETE PAD IS TO REMAIN EXCEPT <br />WHERE NOTED TO BE DEMOLISHED FOR THE NEW FOOTINGS. A NEW FAMILY ROOM IS TO BE BUILT <br />WITHIN THE EXISTING FOOTPRINT. THERE IS AN EXISTING STAIR ACCESS TO THE <br />CELLAR/BASEMENT THAT HOUSES THE MECHANICAL EQUIPMENT WHICH IS TO REMAIN. A NEW <br />PLATFORM WITH HIDDEN DOOR IS TO CONCEAL THE ACCESS. THE REMAINING FLOOR IS TO BE <br />COVERED WITH SALTILO TILE AND A NEW GAS FIRE PLACE IS TO BE INSTALLED. SALVAGED <br />WINDOWS ARE TO BE INSTALLED TO ALIGN WITH THE HISTORIC CHARACTER OF THE EXISTING <br />BUILDING. <br />THE EXISTING BRICK CHIMNEY IS PULLING AWAY FROM THE LIVING ROOM WALL. THE WALL <br />FRAMING WHICH SUPPORTS AN EXISTING BUILT-IN THAT SURROUNDS THE HEARTH IS ALL TO <br />REMAIN. A NEW WOOD FRAMED FAUX CHIMNEY IS TO BE INSTALLED TO MATCH THE EXISTING. A <br />NEW GAS FIREPLACE IS TO BE INSTALLED WITHIN THE WOOD FRAMED HEARTH. A NEW FOOTING IS <br />TO BE INSTALLED UNDER THE EXISTING PORTION OF ADJACENT WALLS AS WELL AS FOR THE NEW <br />FRAMED FIREPLACE TO TIE IT ALL TOGETHER. <br />SCOPE OF WORK <br />VICINITY MAP <br />05/15/2025 BLDG DEPT RESUBMITTAL <br />05/06/2026 Revision 2 <br />1 <br />1 <br />Revision Description: <br />Revision 1 (Previous Approved): Request by owner to value engineer the structure to deal with rising project <br />costs including but not limited to removing beams, supporting columns and 2x T&G ceiling/deck and replacing with <br />smaller beams, conventional ceiling framing and 1x T&G ceiling <br />Revision 2: Approved assumed existing footing condition found to be less than expected which required review <br />and modification by the structural engineer to comply with minimum requirements indicated <br />3
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