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1313 N Spurgeon St Unit A-H & 1322 N French St - Plan
CITY OF SANTA ANA anning and builTi—ng-j\gency Approved FOR PERMIT ISSU NCE Master ID: Date: ENGINEERING SOLUTIONS EXCEPT THE LORD BUILD THE HOUSE. THEY LABOR IN VAIN THAT BUILD IT ADDENDUM TO STRUCTURAL CALCULATIONS PROJECT GARAGE CONVERSION TO ADU PROJECT ADDRESS 1313 N. SPURGEON ST, SANTA ANA, CA 92701 oarE11/12/2025 Q*VESS/o/V George F Endrawes ?, w r� C91o6$5 IlmRW- fild M. INKHR _/ CITY OF SANTA ANA anning and HuilTi—ng-j\gency GARAGE CONVERSION TO ADU 1313 N. SPURGEON ST, SANTA ANA, CA 92701 REVISED BM-3 CALCULATIONS Approved FOR PERMIT ISSU NCE Master ID: Date: Wood Beam LIC# : KW-06012305, Build:20.23.12.05 ES ENGINEERING SOLUTIONS LLC (c) ENERCALC INC 1983-2023 DESCRIPTION:BM-3_Calculations Project File: 282023_Santa Ana.ec6 Project Title: Engineer: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design iLevel Truss Joist Parallam PSL 2.2E 2900 2900 2900 750 2200 1118.19 290 2025 45.07 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :IBC 2021 Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Point Load : D = 1.10, Lr = 0.80, L = 0.40 k @ 3.750 ft, (Roof Load) Point Load : D = 2.10, Lr = 1.60, L = 0.80 k @ 12.250 ft, (Roof Load) Uniform Load : D = 0.020, Lr = 0.020 ksf, Tributary Width = 2.0 ft, (Roof Load) Uniform Load : D = 0.0050, L = 0.010 ksf, Tributary Width = 2.0 ft, (Ceiling Load) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.687: 1 Load Combination +D+0.750Lr+0.750L Span # where maximum occurs Span # 1 Location of maximum on span 12.146ft 160.50 psi= = 3,651.06psi 3.5x11.25Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+0.750Lr+0.750L = = = 362.50 psi== Section used for this span 3.5x11.25 Maximum Shear Stress Ratio 0.443 : 1 15.066 ft= = 2,506.48psi Maximum Deflection 0 <360 240 Ratio =0 <180 Max Downward Transient Deflection 0.319 in 601Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.799 in Ratio =>=180 Max Upward Total Deflection 0 in F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+0.750Lr+0.750L n/a Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 16.0 ft 1 0.522 0.337 0.90 1.007 1.001.00 1.00 8.44 1,371.0 2,628.8 2.31 261.01.00 87.81.00 1.00+D+L 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 16.0 ft 1 0.642 0.414 1.00 1.007 1.001.00 1.00 11.54 1,875.4 2,920.8 3.15 290.01.00 120.11.00 1.00+D+Lr 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 16.0 ft 1 0.652 0.420 1.25 1.007 1.001.00 1.00 14.64 2,380.2 3,651.1 4.00 362.51.00 152.41.00 1.00+D+0.750Lr+0.750L 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 16.0 ft 1 0.687 0.443 1.25 1.007 1.001.00 1.00 15.42 2,506.5 3,651.1 4.21 362.51.00 160.51.00 Wood Beam LIC# : KW-06012305, Build:20.23.12.05 ES ENGINEERING SOLUTIONS LLC (c) ENERCALC INC 1983-2023 DESCRIPTION:BM-3_Calculations Project File: 282023_Santa Ana.ec6 Project Title: Engineer: Project Descr: Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00+D+0.750L 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 16.0 ft 1 0.521 0.336 1.15 1.007 1.001.00 1.00 10.76 1,749.3 3,359.0 2.94 333.51.00 112.11.00 1.00+0.60D 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 16.0 ft 1 0.176 0.114 1.60 1.007 1.001.00 1.00 5.06 822.6 4,673.4 1.38 464.01.00 52.71.00 Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.750Lr+0.750L 1 0.7992 8.292 0.0000 0.000 Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 3.304 4.313 Max Upward from Load Combinations 3.304 4.313 Max Upward from Load Cases 1.833 2.364 D Only 1.833 2.364 +D+L 2.487 3.230 +D+Lr 3.140 4.097 +D+0.750Lr+0.750L 3.304 4.313 +D+0.750L 2.323 3.014 +0.60D 1.100 1.419 Lr Only 1.308 1.733 L Only 0.654 0.866 Wood Beam LIC# : KW-06012305, Build:20.23.12.05 ES ENGINEERING SOLUTIONS LLC (c) ENERCALC INC 1983-2023 DESCRIPTION:BM-3_Calculations Project File: 282023_Santa Ana.ec6 Project Title: Engineer: Project Descr: CITY OF SANTA ANA anning and builTi—ng-j\gency Approved FOR PERMIT ISSU NCE Master ID: Date: ENGINEERING SOLUTIONS EXCEPT THE LORD BUILD THE HOUSE. THEY LABOR IN VAIN THAT BUILD IT ADDENDUM TO STRUCTURAL CALCULATIONS PROJECT GARAGE CONVERSION TO ADU PROJECT ADDRESS 1313 N. SPURGEON ST, SANTA ANA, CA 92701 oarE11/12/2025 Q*VESS/o/V George F Endrawes ?, w r� C91o6$5 IlmRW- fild M. INKHR _/ CITY OF SANTA ANA anning and HuilTi—ng-j\gency GARAGE CONVERSION TO ADU 1313 N. SPURGEON ST, SANTA ANA, CA 92701 REVISED BM-3 CALCULATIONS Approved FOR PERMIT ISSU NCE Master ID: Date: Wood Beam LIC# : KW-06012305, Build:20.23.12.05 ES ENGINEERING SOLUTIONS LLC (c) ENERCALC INC 1983-2023 DESCRIPTION:BM-3_Calculations Project File: 282023_Santa Ana.ec6 Project Title: Engineer: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design iLevel Truss Joist Parallam PSL 2.2E 2900 2900 2900 750 2200 1118.19 290 2025 45.07 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :IBC 2021 Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Point Load : D = 1.10, Lr = 0.80, L = 0.40 k @ 3.750 ft, (Roof Load) Point Load : D = 2.10, Lr = 1.60, L = 0.80 k @ 12.250 ft, (Roof Load) Uniform Load : D = 0.020, Lr = 0.020 ksf, Tributary Width = 2.0 ft, (Roof Load) Uniform Load : D = 0.0050, L = 0.010 ksf, Tributary Width = 2.0 ft, (Ceiling Load) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.687: 1 Load Combination +D+0.750Lr+0.750L Span # where maximum occurs Span # 1 Location of maximum on span 12.146ft 160.50 psi= = 3,651.06psi 3.5x11.25Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+0.750Lr+0.750L = = = 362.50 psi== Section used for this span 3.5x11.25 Maximum Shear Stress Ratio 0.443 : 1 15.066 ft= = 2,506.48psi Maximum Deflection 0 <360 240 Ratio =0 <180 Max Downward Transient Deflection 0.319 in 601Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.799 in Ratio =>=180 Max Upward Total Deflection 0 in F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+0.750Lr+0.750L n/a Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 16.0 ft 1 0.522 0.337 0.90 1.007 1.001.00 1.00 8.44 1,371.0 2,628.8 2.31 261.01.00 87.81.00 1.00+D+L 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 16.0 ft 1 0.642 0.414 1.00 1.007 1.001.00 1.00 11.54 1,875.4 2,920.8 3.15 290.01.00 120.11.00 1.00+D+Lr 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 16.0 ft 1 0.652 0.420 1.25 1.007 1.001.00 1.00 14.64 2,380.2 3,651.1 4.00 362.51.00 152.41.00 1.00+D+0.750Lr+0.750L 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 16.0 ft 1 0.687 0.443 1.25 1.007 1.001.00 1.00 15.42 2,506.5 3,651.1 4.21 362.51.00 160.51.00 Wood Beam LIC# : KW-06012305, Build:20.23.12.05 ES ENGINEERING SOLUTIONS LLC (c) ENERCALC INC 1983-2023 DESCRIPTION:BM-3_Calculations Project File: 282023_Santa Ana.ec6 Project Title: Engineer: Project Descr: Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00+D+0.750L 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 16.0 ft 1 0.521 0.336 1.15 1.007 1.001.00 1.00 10.76 1,749.3 3,359.0 2.94 333.51.00 112.11.00 1.00+0.60D 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 16.0 ft 1 0.176 0.114 1.60 1.007 1.001.00 1.00 5.06 822.6 4,673.4 1.38 464.01.00 52.71.00 Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.750Lr+0.750L 1 0.7992 8.292 0.0000 0.000 Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 3.304 4.313 Max Upward from Load Combinations 3.304 4.313 Max Upward from Load Cases 1.833 2.364 D Only 1.833 2.364 +D+L 2.487 3.230 +D+Lr 3.140 4.097 +D+0.750Lr+0.750L 3.304 4.313 +D+0.750L 2.323 3.014 +0.60D 1.100 1.419 Lr Only 1.308 1.733 L Only 0.654 0.866 Wood Beam LIC# : KW-06012305, Build:20.23.12.05 ES ENGINEERING SOLUTIONS LLC (c) ENERCALC INC 1983-2023 DESCRIPTION:BM-3_Calculations Project File: 282023_Santa Ana.ec6 Project Title: Engineer: Project Descr: SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org Ward 6 dpenaloza@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org INTERIM CITY MANAGER Tom Hatch CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall March 22, 2024 Also sent via email to: emad@roillife.com Amir Ghobrial and Emad Ghobrial 8941 Atlanta Avenue #520 Huntington Beach, CA 92646 Subject: Address Assignment for Apartment Units and an Accessory Dwelling Unit located at 1317 North Spurgeon Street (APN: 398-134-31) in Santa Ana, CA Dear Amir and Emad, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for existing apartment units and a detached ADU located at 1317 North Spurgeon Street (APN: 398-134-31). Notice is hereby given that the following assigned addresses shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Addresses to be Activated/Posted 2. 1313 North Spurgeon Street, Unit I (Formerly Unit A) 3. 1313 North Spurgeon Street, Unit J (Formerly Unit B) 4. 1313 North Spurgeon Street, Unit K (Formerly Unit C) 5. 1313 North Spurgeon Street, Unit L (Formerly Unit D) 6. 1313 North Spurgeon Street, Unit M (Formerly Unit E) 7. 1313 North Spurgeon Street, Unit N (Formerly Unit F) 8. 1313 North Spurgeon Street, Unit O (Formerly Unit G) 9. To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 664-2753 or by email at PRaj@santa-ana.org. Address Letter for 1317 North Spurgeon Street Page 2 of 2 Sincerely, Punkaj Raj Planning Technician Exhibit A – Address Plan c: Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Orin Williams, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Mishele Richards, Orange County Fire Authority, GEO Files Coordinator Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing & Neighborhood Development Manager Rudy Rosas, Principal Civil Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Supervisor Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Alvaro Nunez, PBA Assistant Director and Code Enforcement Manager EXHIBIT A EXHIBIT A EXHIBIT A SCOPE OF WORK THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES: -2022 CALIFORNIA RESIDENTIAL CODE (CRC) -2022 CALIFORNIA BUILDING CODE (CBC) -2022 CALIFORNIA ELECTRICAL CODE (CEC) -2022 CALIFORNIA MECHANICAL CODE (CMC) -2022 CALIFORNIA PLUMBING CODE (CPC) -2022 CALIFORNIA GREEN BUILDING STANDARDS -2022 CALIFORNIA ENERGY CODE (CEC) -CITY OF SANTA ANA CODE SITE STATISTICS CODE (CGBS) OR CALGREEN PROJECT ADDRESS:1313 N SPURGEON ST UNIT A-H, SANTA ANA, CA 92701 & 1322 FRENCH ST, SANTA ANA, CA 92701 LEGAL DESCRIPTION: N TR 11032 BLK LOT 1 APN: 398-134-31 OCCUPANCY TYPE : R-2/U EXISTING NUMBER OF UNITS: 42 ALLOWABLE TOTAL NUMBER OF ADUs: 25% OF 42 UNITS = 10 ADUs EXISTING TWO CAR GARAGE TO BE CONVERTED TO ADUS: 8 EXISTING AREA OF EACH TWO CAR GARAGE : 517 SF EXISTING UTILITY BUILDING TO BE CONVERTED TO ADU: 1 EXISTING AREA OF UTILITY BUILDING: 473 SF CONSTRUCTION TYPE: V-B EXISTING BUILDING FIRE SPRINKLERED: NO NEW BUILDING FIRE SPRINKLERED: NO LOT AREA : 35,141 SQ.FT. FOOT PRINT : 13,920 SQ.FT. LOT COVERAGE :13,920 X 100 = 39.6 % 35,141 I 1 I CIO O W C� �I I I ,0 O e, -- __ —PROPERTY LINE 154.63'— 0 EXISTING ELEVATOR 0 d I BUILDING 3 0 0 0 PROPERTY LINE 50.00' 00 00 EXISTING UTILITY `r N BUILDING I W Z Q J Q Z — w r Z� ry w Of SOUTHERN CALIFORNIA CD—J oo cn w W GAS COMPANY EASEMENT a z Z Q O w n LLJ CD=D c' I P R O P E R T Y L I N E 1 2 5. 0 0' CD 0 EXISTING TRASH EXISTING TRASH ENCLOSURE ENCLOSURE EXISTING DRIVEWAY PROPERTY LINE 324.22' ALLEY EXISTING SITE PLAN 0 BUILDING 1 I EXISTING DRIVEWAY 1P M O� W Z J H W a � cn o = z a P a nin rj l_ Buil. AVWoxvh06- geny i OR CPMrT1 EXCEPT THE I,QRD BUILD THE NDUS THEY LABC 14 VAIN TNAT BUILD 17 M ter 1b," P'MP" "[, SUITE 210 C0P0NA, C A 92819 Date: Tel. (909)560-1385 eagiDeeriagsolufions,iDfo�gmail.com Drawings and written material appearing herein constitute original and unpublished work of ES Egineering Solutions and may not be duplicated used or disclosed without written consent of ES Engineering Solutions. eeWESSIOIV41 � c w George F Endrawes m OfC91685 * lIi! �� + _�. ` PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A-H, SAN TA AN A, CA 92701 1322 FRENCH ST, SANTA ANA, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing Title EXISTING SITE PLAN DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS 2. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION 3. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED GENERAL NOTES GENERAL DEMOLITION NOTES Ir ningpffm� 8u i Omm 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH AND BETWEEN SUB- CONTRACTORS BASED ON THE COMPLETE SET OF CONSTRUCTION DOCUMENTS. NO ADDITIONAL OR EXTRA COMPENSATION WILL BE AWARDED TO A SUPPLIER THAT HAS BID FROM AND INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. IN CASE OF INCONSISTENCIES AND/OR DISCREPANCIES BETWEEN DOCUMENTS, THE MORE STRINGENT AND/OR DEFINITIVE DESRIPTION, DEPICTION AND/OR INTERPRETATION SHALL APPLY AND THE CONTRACTOR SHALL NOTIFY THE OWNER AND/OR ENGINEER IMMEDIATELY 2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CURRENT SET OF CONSTRUCTION DRAWINGS ON SITE, DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL INDICATE ON THESE PLANS, ALL APPROVED CHANGES TO THE WORK AND PROVIDED TO THE PROJECT ENGINEER UPON COMPLETION OF THE PROJECT. 4. ANY ERRORS, DISCREPANCIES AND/OR OMISSIONS THAT APPEAR IN THE CONSTRUCTION DRAWINGS, SPECIFICATIONS AND/OR OTHER CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER IMMEDIATELY. 5. NO MATERIAL SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE PROJECT ENGINEER. NOTIFICATION MUST BE SUBMITTED WITHIN TEN (10) WORKING DAYS OF CONTRACT AWARD. 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN-UP OF ALL WORK FOR ALL SUB -CONTRACTORS AND ALL TRADES. 7. DO NOT SCALE THESE DRAWINGS. DIMENSIONS AS INDICATED ARE THE DIMENSIONS TO BE USED FOR CONSTRUCTION. DO NOT SCALE THE DRAWINGS. 8. THESE DRAWING ARE NOT TO BE ALTERED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM THE PROJECT ENGINEER. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ENGINEER. 9. UPON COMPLETION OF CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CLEAN ALL FINISHED SURFACES AS PER MANUFACTURER'S INSTRUCTIONS AND EMPLOY THE SERVICES OF A PROFESSIONAL CLEANING COMPANY TO ASSURE AN OCCUPYABLE, CUSTOMER READY AND CLEAN SPACE THIS SHALL INCLUDE GLASS, CARPET AND ALL OTHER FINISHED SURFACES IN A MANNER ACCEPTABLE TO THE OWNER. 10. THE GENERAL CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING OF ALL EXISTING AND NEW EQUIPMENT, MERCHANDISE, AND FINISHES DURING CONSTRUCTION. 11. REFERENCES TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAWINGS. 12. GENERAL CONTRACTOR TO PROVIDE FIRE EXTINGUISHERS AS REQUIRED. VERIFY QUANTITY AND LOCATION WITH LOCAL OFFICIALS. 13. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING, PROVIDING AND INSTALLING ALL BACKING AND SUPPORT FOR ALL LIGHT FIXTURES AS REQUIRED. 14. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. SHOP DRAWING CORRECTION AND/OR APPROVALS. 15. GENERAL CONTRACTOR SHALL ACQUIRE AS -BUILT DRAWINGS FROM ALL SUBCONTRACTORS UPON COMPLETION OF THE PROJECT AND PROVIDE TO THE PROJECT ENGINEER. 16. THE GENERAL CONTRACTOR SHALL MAINTAIN FIVE FOOT CLEAR UNOBSTRUCTED ACCESS TO ANY AND ALL WATER AND POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSRORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.); OR TO THE LOCATION OF THE HOOK-UP. 17. CONSTRUCTION SHALL CONFORM WITH ALL CURRENT AND/OR APPLICABLE BUILDING CODES, ORDINANCES, REGULATIONS AND ANY ASSOCIATED AMENDMENTS BY THE GOVERNING ENFORCEMENT BODIES. ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE BUILDING CODE AND WITH OTHER RULES, REGULATIONS, AND ORDINANCES GOVERNING THE PLACE OF THE CONSTRUCTION. IT IS THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR BOTH TO BRING TO THE ATTENTION OF THE ENGINEER AND THE OWNER ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. 18. DRAWING DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT EXISTING CONDITIONS AND SHALL BE INCLUDED AS PART OF THE WORK. 19. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO THE COMMENCEMENT OF ANY WORK. 20. VERIFY INSTALLATION LOCATIONS, SIZES AND REQUIRED OPENINGS WITH ALL AVAILABLE SHOP DRAWINGS, SPECIFICATIONS, MANUALS AND/OR CUT -SHEETS FOR APPLICABLE PRE - MANUFACTURED ITEMS PRIOR TO COMMENCEMENT OF ANY WORK. 21. LATHING, PLASTERING AND GYPSUM BOARD/DRYWALL SHALL CONFORM WITH ANY APPLICABLE CODES, INCLUDING CHAPTER 25 OF THE CBC. GYPSUM BOARD/DRYWALL FASTENERS SHALL BE INSPECTED AND APPROVED BY THE BUILDING OFFICIAL BEFORE JOINTS ARE TAPED. 22. EXTERIOR APPLICATION OF DRYWALL BACKING SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATION FOR EXPANSION AND CONTRACTION MOVEMENT AND SHALL BE ONLY OF THE TYPE USED IN AN EXTERIOR APPLICATION. 23. PAINT ALL GRILLES, VENT SCREEN AND LOUVERS TO MATCH ADJACENT WALL COLOR EXCEPT WHERE OTHERWISE NOTED. 24• PROVIDE ALL NECESSARY BACKING AND FRAMING FOR WALL -MOUNTED ITEMS, LIGHT FIXTURES, INTERIOR AND EXTERIOR MALL SIGNAGE AND ALL OTHER ITEMS REQUIRING SAME. 25. CONSTRUCT NO TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, OR OBTAIN NECESSARY PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. 26. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS DIMENSIONS AND EXISTING CONDITIONS, COORDINATE WITH ALL TRADES AND REPORT ANY DISCREPANCIES IN WRITING TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR ENTIRELY AT HIS EXPENSE. 27. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY OMISSIONS OR DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS, CONSULTING PROFESSIONAL'S DRAWINGS, SPECIFICATIONS OR EXISTING CONDITIONS. THIS NOTIFICATION SHALL BE MADE TO THE ARCHITECT IN WRITING IMMEDIATELY. 28. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF INFORMATION IS NOT SHOWN OR IS UNCLEAR. 29. THE EXTENT OF THE WORK IS ONLY INDICATED GENERALLY ON THE DRAWINGS AND SHALL NOT BE CONSIDERED AS THE COMPLETE SCOPE. CONDITIONS INDICATED ARE BASED ON LIMITED SURVEYS OF EXISTING CONDITIONS AND EXISTING DRAWINGS. 30. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 31. CONTRACTOR SHALL PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, WARNING SIGNS, PROTECTIVE DEVICES NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY AS REQUIRED BY THE LOCAL AUTHORITIES. 32. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THE WORK FOR ALL UTILITIES AND SERVICES, 33. CONTRACTOR SHALL COORDINATE ALL SLEEVING FOR IRRIGATION LINES AND CONDUITS UNDER SIDEWALKS ETC. PRIOR TO POURING CONCRETE. 34. ALL CEILING HEIGHTS SHOWN ON THE FLOOR PLANS AND HEAD HEIGHT DIMENSIONS ARE FROM THE FINISHED FLOOR. 35. PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR -CEILINGS AND ROOF -CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC 2022. 36. ALL CONSTRUCTION FOR WHICH A PERMIT IS REQUIRED SHALL BE SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL AND ALL SUCH CONSTRUCTION SHALL REMAIN ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES UNTIL APPROVED BY THE BUILDING OFFICIAL. REQUIRED INSPECTIONS SHALL INCLUDE BUT NOT LIMITED TO: * FOUNDATION INSPECTION * CONCRETE SLAB OR UNDER -FLOOR INSPECTION * FRAME INSPECTION * LATH OR GYPSUM BOARD INSPECTION * ELECTRICAL INSPECTION * MECHANICAL INSPECTION * PLUMBING INSPECTION * FINAL INSPECTION * INSULATION INSPECTION * DRYWALL INSPECTION * OTHER INSPECTIONS AS REQUIRED BY THE BUILDING OFFICIAL. 37. CONTRACTOR TO FOLLOW ALL REQUIREMENTS / INSTRUCTIONS AS LISTED IN THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) NOTES. 38. THE CONTRACTOR AND SUBCONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATIONS OF INSURANCE WITH RESPECT TO WORKMAN'S COMPENSATION. PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. OTHER PARTIES. 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF PROJECT AND SHALL BE RESPONSIBLE FOR DISCIPLINE OF ALL WORKERS ON THE PROJECT. 40. THE CONTRACTOR SHALL PROVIDE ALL SUPERVISION, ASSISTANCE, AND COORDINATION OF VARIOUS TRADES. 41. MATERIALS SHALL BE JOINED TO UNIFORM, ACCURATE FITS, SO THEY MEET WITH NEAT, STRAIGHT LINES, FREE OF SMEARS, OVERLAPS AND IMPERFECTIONS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL, PLUMB AND AT ACCURATE RIGHT ANGLES OR FLUSH WITH ADJOINING MATERIALS. WORK OF EACH TRADE SHALL MEET OR EXCEED ALL NATIONAL STANDARDS PUBLISHED BY THAT TRADE EXCEPT WHERE THE CONTRACT DOCUMENTS ARE MORE STRINGENT; IN SUCH CASES, WORK SHALL MEET OR EXCEED THE STANDARDS ESTABLISHED BY THE CONTRACT DOCUMENTS. 42. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DISTRIBUTE ADEQUATE COPIES OF ALL DRAWINGS TO ALL TRADES FALLING UNDER THEIR RESPONSIBILITY AT ALL TIMES DURING THE PROGRESS OF THE JOB INCLUDING REVISIONS. 43. UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSPECTION OR SATISFACTORY COMPLETION. 44. THE CONTRACTOR SHALL AT ALL TIMES KEEP PREMISES FREE FROM ACCUMULATION OF DEBRIS CAUSED BY HIS OPERATIONS. 45. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF OFF SITE PACKAGING CARTONS OR CONTAINERS, TRASH, AND DEBRIS IN A SAFE, ACCEPTABLE MANNER, AND AT NO COST OR INCONVENIENCE TO OTHER PARTIES. 46. WHERE NO DIMENSION IS SHOWN, PROVIDE AND CONFIRM DIMENSIONS IN WRITING AT THE TIME OF WALL LAYOUT & PRIOR TO ORDERING ANY MATERIALS AND/OR EQUIPMENT DEPENDENT ON SUCH VERIFICATION. 47. THE TERM *TYPICAL" OR "TYP" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME FROM SIMILAR CONDITIONS, THROUGHOUT UNLESS NOTED OTHERWISE. 48. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL FIRE MARSHAL AND PROVIDE FOR ANY TEMPORARY FIRE -SAFETY REQUIREMENTS. 49. THE CONTRACTOR SHALL PROVIDE PROPER PROTECTION FOR ALL CONSTRUCTION MATERIALS SUBJECT TO DAMAGE FROM THE ELEMENTS. 50. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE COMPLIANCE WITH LOCAL APPLICABLE CODES WITH RESPECT TO FIRE RATING OF DOORS, FRAMES AND RELATED HARDWARE. NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN CODES AND CONSTRUCTION DOCUMENTS. 51. PROVIDE BACKING AT ALL INDICATED FIXTURE, SIGN, HANDRAILS, AND OTHER WALL AND CEILING -MOUNTED LOCATIONS AS REQUIRED. 52. ALL EQUIPMENT AND MATERIALS INDICATED SHALL BE "NEW" UNLESS NOTED OTHERWISE. 1. ALL DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH CALIFORNIA FIRE CODE AND THE CALIFORNIA BUILDING CODE 2022. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS AND SHALL PAY ALL FEES NECESSARY OF ENCROACHMENT, GRADING, DEMOLITION, AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE EXTENT OF THE DEMOLITION WORK. 4. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR GENERAL INFORMATION ONLY. 5. CONTRACTOR SHALL COORDINATE WITH UTILITY SURVEYOR PRIOR TO REMOVAL OF ANY UTILITIES. ALL UTILITIES SHALL BE APPROPRIATELY DISCONNECTED PRIOR TO REMOVAL. 6. THE CONTRACTOR SHALL NOT ABANDON -IN -PLACE ANY EXISTING UNDERGROUND STRUCTURE, UTILITY OR IMPROVEMENT SO DESIGNATED FOR REMOVAL UNLESS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. 7. DAMAGE TO ANY EXISTING UTILITIES AND SERVICES TO REMAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND. 8. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM, SANITARY SEWERS AND STREETS. 9. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS 10. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION. DUST AND NOISE DURING DEMOLITION & CONSTRUCTION SHALL BE KEPT TO A MINIMUM 11. BACK FILL ALL DEPRESSIONS AND TRENCHES FROM DEMOLITION. 12. EXCESS WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE. UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT TRASH AND CONSTRUCTION RELATED SOLID WASTES INCLUDING GREEN WASTES FROM LANDSCAPING AND HAZARDOUS MATERIALS MUST BE DEPOSITED INTO APPROPRIATE RECEPTACLES AND DISPOSED OF. 14. CONTRACTOR SHALL BE IN COMPLIANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN DURING ALL DEMOLITION ACTIVITIES. 15. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF OFF SITE PACKAGING CARTONS OR CONTAINERS, TRASH, AND DEBRIS IN A SAFE, ACCEPTABLE MANNER, AND AT NO COST OR INCONVENIENCE TO OTHER PARTIES. 16. CONTRACTOR SHALL PROVIDE PROTECTIVE COVERINGS FOR CARPET, FURNISHINGS AND EXISTING FINISHES IN AREAS OF DEMOLITION AND CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY THE WORK OF THE GENERAL CONTRACTOR AND ANY SUBCONTRACTOR. 17. THE CONTRACTOR SHALL ERECT ALL NECESSARY TEMPORARY SOUND AND/OR PLASTIC DROP CLOTH PARTITIONS TO PROTECT AREAS TO REMAIN WHILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS. 18. THE CONTRACTOR SHALL BE EXTREMELY CAREFUL TO PROTECT AND NOT TO DAMAGE ANY PORTION OR EXISTING INSTALLATION NOT BEING REMOVED. 19. ANY PROJECTING OR SURFACE -MOUNTED ITEMS BEING ABANDONED SHALL BE REMOVED, CAPPED, AND CONCEALED BEHIND FINISHED SURFACES, UNLESS OTHERWISE NOTED. 20. IN ALL AREAS WHERE DEMOLITION CAUSES UNEVENNESS OR VOIDS IN FLOOR, THE CONTRACTOR SHALL PATCH TO LEVEL FLOOR WITH EXISTING SLAB AND/OR REQUIRED. SURFACE TO RECEIVE NEW FINISHED FLOOR. 21. BRACE, SUPPORT, AND / OR TEMPORARILY SHORE EXISTING WORK, AS REQUIRED, PRIOR TO AND DURING DEMOLITION AND NEW WORK. GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING THE TEMPORARY SHORING AND SHALL OBTAIN ANY NECESSARY GOVERNMENTAL APPROVALS FOR THE TEMPORARY SHORING BEFORE INSTALLATION, EXCAVATION, OR REMOVAL OF EXISTING SUPPORT. 22. PIPES AND CONDUIT ENCOUNTERED IN DEMOLISHED PARTITIONS AND AREAS WHICH ARE TO REMAIN IN USE SHALL BE RE-ROUTED AND CONCEALED. THOSE WHICH ARE TO BE ABANDONED SHALL BE CAPPED AND CONCEALED IN FLOOR, WALL OR CEILING. 23. ALL EXISTING AREAS TO REMAIN THAT ARE DAMAGED BY DEMOLITION OR NEW CONSTRUCTION WORK SHALL BE PATCHED AS REQUIRED TO MATCH EXISTING ADJACENT AREA IN MATERIAL, FINISH AND COLOR, UNLESS OTHERWISE NOTED. 24. CONTRACTOR IS RESPONSIBLE FOR REVIEWING & VERIFYING DEMOLITION PLANS IN RELATION TO EXISTING STRUCTURAL, ARCHITECTURAL, MECHANICAL, AND PLUMBING CONSTRUCTION DRAWINGS. ARCHITECT & THE OWNER ARE TO BE NOTIFIED OF ANY AND ALL CONFLICTS, DISCREPANCIES, OR PROBLEMS PRIOR TO COMMENCEMENT OF WORK. 25. ALL EQUIPMENT AND MATERIAL WHICH IS IN OPERATING CONDITION WHEN REMOVED SHALL BE MAINTAINED AS SUCH AND RETURNED TO OWNER AS PER HIS REQUIREMENTS. 26. IDENTIFY ALL DAMAGED ELEMENTS DESIGNATED TO REMAIN OR BE RELOCATED. INFORM ARCHITECT OF CONDITION OF SAID ELEMENTS AND RECEIVE CLARIFICATION OF REUSE BEFORE PROCEEDING WITH DEMOLITION WORK. 28. SAW CUT AND REMOVE EXISTING SOLID GROUTED CMU AND SLABS AS REQUIRED FOR WORK, WHETHER OR NOT IT IS INDICATED AT EVERY INSTANCE. 29. TEMPORARY WALLS ARE NOT TO BE REMOVED UNTIL ALL FINISH WORK IS COMPLETED OR APPROVAL IS GRANTED BY THE CONSTRUCTION MANAGER. 30. ANY AND ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONSTRUCTION MANAGER 31. REMOVAL OF EXISTING ELECTRICAL WORK SHALL INCLUDE CONDUIT, BOXES, WIRE CABLE, SUPPORTS, WIRING DEVICES, SAFETY SWITCHES, FIRE ALARM EQUIPMENT, SPEAKERS, LIGHTING FIXTURES, ETC. 32. REMOVAL OF FLOOR TILE AND GROUT BEDS FROM EXISTING FLOOR SHALL INCLUDE PREPARATION FOR NEW CONSTRUCTION 33. ALL AREAS TO BE DEMOLISHED OR DISTURBED BY ANY DEMOLITION ARE TO BE PATCHED AND PAINTED (OR PREPARED FOR NEW WALL COVERING) IF PAINTING IS REQUIRED, ENTIRE WALL SHALL RECEIVE PAINT TO AVOID A MISMATCH IN COLOR 34. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO EXISTING AREAS THAT ARE IN OPERATION AND SERVED BY THESE UTILITIES AND SERVICES. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES OR SERVICES WITH CONSTRUCTION MANAGER 35. WHERE REMOVAL OF FINISHED CEILING IS REQUIRED, A MINIMUM QUANITY OF LIGHT FIXTURES AND ALL OTHERCEILING EQUIPMENT ARE TO BE REMOVED ONLY WHERE ABSOLUTELY NECESSARY TO COMPLETE DEMOLITION COORDINATE WITH CONSTRUCTION MANAGER 36. TEMPORARY BARRICADES AS PERTAINING TO CONTRACTORS ACTIVITIES SHALL BE INSTALLED IN AND AROUND DEMOLITION AND CONSTRUCTION AREAS IN ACCORDANCE WITH OSHA REQUIREMENTS. COORDINATE WITH CONSTRUCTION MANAGER 37. CONTRACTOR SHALL AT ALL TIMES MAINTAIN THE BUILDING IN A WEATHERTIGHT CONDITION 38. UTILITIES STUBBED -UP FROM FLOOR AND SLAB ARE TO BE INTERCEPTED AND CAPPED BELOW FLOOR SLAB 39. UTILITIES PRESENT OR CROSSING THROUGH ATTIC SPACES (CEILING TO ROOF STRUCTURE) TO BE LEFT INTACT, U.N.O. 40. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DEMOLITION PLANS FOR ADDITIONAL DEMOLITION DETAILS NOT SHOWN ON THESE ARCHITECTURAL DRAWINGS, TYP. 41. COORDINATE WITH BUILDING CONSTRUCTION DOCUMENTS PACKAGE FOR FOR ACTION. REFER TO SPECIFICATIONS (ASBESTOS ABATEMENT) FOR CLARIFICATIONS AND REQUIREMENTS. 42. WHERE REMOVAL OF WALL IS REQUIRED, EXISTING RECEPTACLES AND ASSOCIATED WIRING SHALL BE DISCONNECTED. 43. WHERE REMOVAL OF BUILT-IN PLANTERS IS REQUIRED, IT SHALL INCLUDE HANDRAILS, EMBEDS AND FINISH PAVING. INTERCEPT AND CAP ELECTRICAL/PLUMBING SERVING SERVING PLANTERS BELOW SLAB. 44. REMOVAL OF GUARDRAILS SHALL INCLUDE FLOOR ANCHOR EMBEDS, GYPSUM BOARD FASCIA AND STUD FRAMING. 45. REMOVAL OF TENANT STOREFRONT SHALL INCLUDE REMOVAL OF HEADER, FASCIA AND FRAMING ABOVE. DISCONNECT EXISTING RECEPTACLES AND ASSOCIATED WIRING. WHERE ROLL -UP DOORS OCCUR THEY SHALL REMAIN IN PLACE FOR REMOVAL BY TENANT. 46. VENTS, PLUMBING, ELECTRICAL, FIRE PROTECTION, & HVAC SYSTEMS SERVING THE GROUND FLOOR LEVEL OR SECOND FLOOR LEVEL AND NOT SUBJECT TO DEMOLITION SHALL BE MAINTAINED FUNCTIONAL AND PROTECTED IN PLACE OR SHALL BE RE-ROUTED. AoWolv% Aff R I C T EXCEPT THE I,QRD BUILD THE NDUS THEY LABC 14 VAIN TNAT BUILD 17 ter I651 RIMPAU AVE, SolTE 210 CORONA, C A 19 lel. (Hfl560-1385 eolioeeriogsolutioos,info@lmoil.com Drawings and written material appearing herein constitute original and unpublished work of IS Egineering Solutions and may not be duplicated used or disclosed without written consent of IS Engineering Solutions. eWESS/441 � c w George F EndrawesOf m C91685 0 PROJECT: E.11101035101 0 GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A-H, SAN TA AN A, CA 92701 1322 FRENCH ST, SANTA ANA, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing TitIe:GENERAL NOTES DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No 0,, P'ahninu genFy I PROPERTY LINE 50.00' co co I-4- � I W �I IZ W J PROPERTY LINE 3 2 4. 2 2' CL ALLEY EXISTING GARAGE LEVEL FLOOR PLAN 1 /16" = 1'-0" NO CHANGE PLAN FOR REFERENCE ONLY O"kor F 0 R I C r7T EXCEPT TIE LORD OUILO THE MOUSE. THEY LA600 IN VAIN TYAT 9II10 IT M ter Ib.�'RIMPAURVE,SUITE210 ORONR, C A 92819 D t f el, (909�560-1385 engiaeetingsolufions,info@gmail.corn Drawings and written moterioI oppeoring herein constitute original and unpublished work of ES Igineering S01uti0Ps and moy not bo duplicoted used or disclosed without written consent of ES Engineering Solutions. Q�,OVESSIONq� c George F Endrawes w m OC9146�5 Ell"Emilififfilli PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A-H, SAN TA AN A, CA 92701 1322 FRENCH ST, SAN TA AN A, CA 92701 No. Date Issue Project No. 282023 Scale NOTED Drawing T i t I e:EXISTING GARAGE LEVEL DESIGNED BY: G.E. CHECKED BY: DATE: 12/04/2025 Drawing No GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS 2. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION 3. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED IN ninu aenry 1 SEE ENLARGED PLAN SHEET A2.0, TYP PROPOSED ADU PROPOSED ADU PROPOSED ADU PROPOSED ADU PROPOSED ADU PROPOSED ADU PROPOSED ADU PROPOSED ADU UNIT A UNIT B UNIT C I I UNIT D I UNITE UNIT F UNIT G 1 UNIT H O L2 �] - 7 F-1 L �mz[lm DO -7 0IAUro�RY I III 0 I1II I �7=0To 0 I I O 0 0 OD 0�C:fl no OO i1 O II I roI O uUNg2Y I Hdi uuxoNY III AC AC1� 191 AC AC AC 191AC L 7 — — 710"1 16'-0" 1 8'-5" 1 16'-0" S-9" 16'-0" 8'-5" 16'-0" S-9" 1 16"-0"r '-5" 16'-0" S-9" 16'-0" 8' 6" NEW 6' SPLIT FACE CMU FENCE BUILDING-4 1ST FLOOR PROPOSED PLAN 1 /8" = 1 S-021 SEE ENLARGED PLAN SHEET A2.0, TYP I EXISTING TWO EXISTING TWO EXISTING TWO EXISTING TWO EXISTING TWO EXISTING TWO EXISTING TWO EXISTING TWO CAR GARAGE CAR GARAGE CAR GARAGE CAR GARAGE CAR GARAGE CAR GARAGE CAR GARAGE CAR GARAGE UNIT A UNIT B UNIT C UNIT D UNIT E UNIT F UNIT G UNIT H ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ v----------� BUILDING-4 1ST FLOOR DEMOLITION PLAN GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS 2. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION 3. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED �---------� N uUNORY NEW AC UNIT LOCATION, TYP AWoxl%ff F 0 R I"C[: T EXCEPT THE hDRD BUILD THE MUUSE, THEY LABO IN VAIN THAT BUILD IY M ter 16"P'MP0hV[,Sol 1E210 CORMN Date: lei. 0 560-1365 coIioeeriopoluHoos,iofo@Imoil.com Drawings and written material appearing herein constitute original and unpublished work of ES Egineering Solutions and may not be duplicated used or disclosed without written consent of ES Engineering Solutions. Q�\OFESSIO/v w George F Endrawes c C91685 1%mll Im K!o . -. IT 0 too VIM PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A-H, SAN TA AN A, CA 92701 1322 FRENCH ST, SAN TA AN A, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing T i t I e:BLD4 1ST FLR DEMO&PROP PLN DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No 0 i C, 22'-0" BUILDING-4 ENLARGED 1ST FLOOR - DEMOLITION PLAN LEGEND: 3/8131 = V-01P EXISTING 2X STUD WALL TO REMAIN EXISTING 2X STUD WALL TO BE DEMOLISHED -- EXISTING TO BE REMOVED OR DEMOLISHED NEW 2X STUD WALL GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS 2. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION 3. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED CMU FENCE TO MATCH EXISTING PER SHEET S3.2, TYP. BUILDING-4 ENLARGED 1ST FLOOR PROPOSED PLAN 3/8" = V_0$$ TYPE "A" HINGED SINGLE PLAN NOTES: 1❑ SINGLE CAST IRON SINK WITH GARBAGE DISPOSAL SINK FAUCET 2.2 GPM 2❑ BUILT—IN DISHWASHER (VERIFY DIMENSIONS WITH THE MANUFACTURER'S SPECS) 3❑ ELECTRIC COOK TOP AND 30" METAL HOOD WITH LIGHT AND EXHAUST FAN, VENT TO OUTSIDE AIR (VERIFY DIMENSIONS WITH THE MANUFACTURER'S SPECS) ® COUNTER TOP 5❑ REFRIGERATOR SPACE, 39" CLEAR, PROVIDE WATER STUB FOR ICE MAKER © MEDICINE CABINET 7❑ MIRROR (FOR SIZE, SEE PLAN) ® LAVATORY 9❑ WATER CLOSET 1.28 GPF OVER WATER RESISTANT GYP. BD. 10 40" X 34" NEW SHOWER AND SOAK WHIRLPOOL OVER WONDERBOARD BASE W/ ANTI —SCALDING NON —SLIP CONNECTION W/ PRESS BALANCE VALVE 11 INTERIOR FINISH W/ MAX. FLAME SPREAD OF CLASS III EXCEPT KITCHEN AND BATHROOM. 12 WASHING MACHINE SPACE PROVIDE WASTE WATER AND OUTLET BOX BY TECH SPECIALTIES FAUCET 2.2 GPM 13 SMITTY PAN W/ DRAIN AT WASHER 14 DRYER VENT PER C.M.C. 504/ 4" DIA., 14' LONG MAX. W/ 2 ELBOWS MAX. WITH BACK —DRAFT DAMPER 15 DRYER SPACE WITH 4" DIA. (14' MAX.) VENT TO OUTSIDE AIR W/ BACKDRAFT DAMPER 16 SINGLE POLE AND SHELF AT WARDROBE 17 NEW ELECTRIC WATER HEATER WINDOW NOTES: 1. OPERABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICE. 2. WINDOWS WITHIN 40" OF THE LOCK SIDE OF A DOOR SHALL BE FULLY TEMPERED. 3. GLAZED OPENINGS WITHIN 18" OF THE FLOOR SHALL BE FULLY TEMPERED. WINDOW SCHEDULE WINDOW NUMBER TYPE SIZE MATERIAL GLAZING NOTES WIDTH HEIGHT 101 A 3'-0" 3'-0" VINYL (TO MATCH EXISTING) TEMPERED GLAZING 102 A 2'-6" 2'-6" VINYL (TO MATCH EXISTING) OBSCURED/TEMPERED GLAZING DOOR NOTES: 1. ALL JAMB / STOPS OF IN —SWINGING DOORS SHALL BE OF ONE PIECE CONSTRUCTION. 2. ALL HINGES ACCESSIBLE FROM THE OUTSIDE SHALL HAVE NON —REMOVABLE PINS. 3. ALL EXTERIOR DOORS SHALL BE 1-3/4" THICK. 4. ALL GLASS IN DOORS SHALL BE FULLY TEMPERED. 5. THE STRIKE PLATE FOR DEAD BOLTS OR MORTISE LOCKS SHALL BE SECURED TO THE JAMB AND FRAMING WITH MIN 2-1/2" LONG #10 SCREWS. DEAD BOLTS SHALL BE MINIMUM 1" THROW AND %" EMBEDMENT AND SHALL CONTAIN HARDENED INSERTS. 6. LOCKS SHALL BE KEY OPERATED ON THE OUTSIDE AND REQUIRE NO KEY OR SPECIAL EFFORT ON THE INSIDE. CYLINDERS SHALL HAVE TAMPER RESISTANT ROTATING GUARDS ON THE OUTSIDE. DOOR SCHEDULE DOOR NUMBER TYPE SIZEGLAZING MATERIAL NOTES WIDTH HEIGHT 101 A 3'-0" 6'-8" WD N/A EXISTING 3'-0" DOOR TO BE VERIFIED 102 A 2'-8" 6'-8" WD N/A 103 A 2'-6" 6'-8" WD N/A 104 A 2'-6" 6'-8" WD N/A 105 B 6'-0" 6'-8" VINYL YES TEMPERED GLAZING 106 B 6'-0" 6'-8" VINYL YES TEMPERED GLAZING 107 A 2'-0" 6'-8" WD N/A 108 C 2'-0" 6'-8" WD N/A LOUVERS, TYP v N00 TYPE "B" SLIDING DOOR TYPE "C" LOUVER DOOR TYPE "A" SLIDING WINDOW IN ninui genFy I AWoxl%ff FOR C Pmr7TI EXCEPT THE LORD BUILD THE MOUSE, THEY LABOP IM VAIN THAT BUILD IY M451 pimo m, SUITE 210 CORONA, C A MN Dz it : lel, f10fl560-73M eolioeeriogsolutioos,iofo@lmoil.com Drawings and written material appearing herein constitute original and unpublished work of IS Egineering Solutions and may not be duplicated used or disclosed without written consent of IS Engineering Solutions. Q�'OVESSIONq� c George F Endrawes w m OC9146�5 PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A-H, SAN TA AN A, CA 92701 1322 FRENCH ST, SAN TA AN A, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing T i t I e:BLD-4 ENLARGED 1ST FLR PLAN DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No 2,, 0 IS ninui Omm BUILDING-4 EXISTING 2ND FLOOR PLAN 1 /8" = 1 ' — 0" FOR REFERENCE ONLY BUILDING-4 EXISTING 3RD FLOOR PLAN 1/8 $.- = 1'-0" FOR REFERENCE ONLY GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS 2. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION 3. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED A .A. IM oxl%- R -P " -. " M-- I C r7T EXCEPT THE I,QRD BUILD THE NDUSIE, THEY LABC 14 VAIN TNAT BUILD IT ter I651 RIMPAU AVE, SolTE 210 CORONA, C A 19 lei. (90 560-1385 eolioeeriogsolutioos,info@lmoil.com Drawings and written material appearing herein constitute original and unpublished work of ES Egineering Solutions and may not be duplicated used or disclosed without written consent of ES Engineering Solutions. QOESS'441 wGeorge F Endrawes, C91685 03 PROJECT: ra GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A—H, SAN TA AN A, CA 92701 1322 FRENCH ST, SANTA ANA, CA 92701 No. Date Issue Project No. 282023 scale NOTED D r a w i n g T i t I e8l—N—EXISTING 2ND & 3RD FLR PLAN DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No A 3 0 IN ninui 0 I 0 I i� — 0" I= . me 8'-3" 8'-3" EXISTING DOOR TO BE REMOVED r�I EXISTING I STORAGE I ` I I I I I EXISTING WALL TO I I I EXISTING WALL TO I BE DEMOLISHED I I I BE DEMOLISHED I I I I I I — — — — — — — — — — o L In I I I I WATER CLOSET TO BE DEMOLISHED ` EXISTING WOMEN EXISTING DOOR J I I L BATHROOM TO BE REMOVED EXISTING SINK TO MEN II �� EXISTING r I I BE DEMOLISHED II BATHROOM 1116 I _L___J L___L_ -- r_ _- EXISTING PATIO COVER SUPPORTS, TYP UTILITY BUILDING DEMOLITION PLAN - LEGEND: 3/8"' — V-0" EXISTING 2X STUD WALL TO REMAIN NEW 2X STUD WALL --- EXISTING 2X TO BE DEMOLISHED -- EXISTING TO BE REMOVED OR DEMOLISHED GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS 2. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION 3. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED 0 I i� WINDOW EQUIPPED EXIT ALAF PROPOSE[ GAS METE LOCATION WINDOW EQUIPPED EXIT ALAF PROPOSED ADU PLAN. a/e" = r-o� PLAN NOTES: 1❑ SINGLE CAST IRON SINK WITH GARBAGE DISPOSAL SINK FAUCET 2.2 GPM 2❑ BUILT—IN DISHWASHER (VERIFY DIMENSIONS WITH THE MANUFACTURER'S SPECS) 3❑ ELECTRIC COOK TOP AND 30" METAL HOOD WITH LIGHT AND EXHAUST FAN, VENT TO OUTSIDE AIR (VERIFY DIMENSIONS WITH THE MANUFACTURER'S SPECS) ® COUNTER TOP 5❑ REFRIGERATOR SPACE, 39" CLEAR, PROVIDE WATER STUB FOR ICE MAKER © MEDICINE CABINET 7❑ MIRROR (FOR SIZE, SEE PLAN) ® LAVATORY 9❑ WATER CLOSET 1.28 GPF OVER WATER RESISTANT GYP. BD. 10 30" X 60" X 70" HIGH ONE PIECE FIBER GLASS TUB/SHOWER OVER WONDERBOARD BASE W/ ANTI —SCALDING NON —SLIP JOINT HEAD 2.5 GPM. W/ PRESS. BALANCE VALVE 11 INTERIOR FINISH W/ MAX. FLAME SPREAD OF CLASS III EXCEPT KITCHEN AND BATHROOM. 12 WASHING MACHINE SPACE PROVIDE WASTE WATER AND OUTLET BOX BY TECH SPECIALTIES FAUCET 2.2 GPM 13 SMITTY PAN W/ DRAIN AT WASHER 14 DRYER VENT PER C.M.C. 504/ 4" DIA., 14' LONG MAX. W/ 2 ELBOWS MAX. WITH BACK —DRAFT DAMPER 15 DRYER SPACE WITH 4" DIA. (14' MAX.) VENT TO OUTSIDE AIR W/ BACKDRAFT DAMPER 16 SINGLE POLE AND SHELF AT WARDROBE WINDOW NOTES: 1. OPERABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICE. 2. WINDOWS WITHIN 40" OF THE LOCK SIDE OF A DOOR SHALL BE FULLY TEMPERED. 3. GLAZED OPENINGS WITHIN 18" OF THE FLOOR SHALL BE FULLY TEMPERED. genFy I AWoxl%ff ""191 OR PM I C r7T EXCEPT THE LORD BUILD THE MOUSE, THEY LABOP IM VAIN THAT BUILD IY M 451 RIM O W, SUITE 210 CORONA, C A MN D t : lel. fIofl560-73M eogioeeriogsolutioos,iofo@gmoil.com WINDOW SCHEDULE SIZE WINDOW NUMBER TYPE MATERIAL GLAZING NOTES WIDTH HEIGHT 8A 5'-0" 5'-0" VINYL (MATCH EXISTING WINDOWS) TEMPERED GLAZING EQUIPPED WITH EXIT ALARMS 102 A 3'-0" 3'-0" VINYL (MATCH EXISTING WINDOWS) TEMPERED GLAZING 103 A 5'-0" 5'-0" VINYL (MATCH EXISTING WINDOWS) TEMPERED GLAZING EQUIPPED WITH EXIT ALARMS DOOR NOTES: 1. ALL JAMB / STOPS OF IN —SWINGING DOORS SHALL BE OF ONE PIECE CONSTRUCTION. 2. ALL HINGES ACCESSIBLE FROM THE OUTSIDE SHALL HAVE NON —REMOVABLE PINS. 3. ALL EXTERIOR DOORS SHALL BE 1-3/4" THICK. 4. ALL GLASS IN DOORS SHALL BE FULLY TEMPERED. 5. THE STRIKE PLATE FOR DEAD BOLTS OR MORTISE LOCKS SHALL BE SECURED TO THE JAMB AND FRAMING WITH MIN 2-1/2" LONG #10 SCREWS. DEAD BOLTS SHALL BE MINIMUM 1" THROW AND %" EMBEDMENT AND SHALL CONTAIN HARDENED INSERTS. 6. LOCKS SHALL BE KEY OPERATED ON THE OUTSIDE AND REQUIRE NO KEY OR SPECIAL EFFORT ON THE INSIDE. CYLINDERS SHALL HAVE TAMPER RESISTANT ROTATING GUARDS ON THE OUTSIDE. DOOR SCHEDULE TYPE SIZE FRAME / GLAZING NOTES WIDTH HEIGHT DOOR NUMBER MATERIAL 101 A 3'-0" 6'-8" WD N/A 102 A 2'-8" 6'-8" WD N/A 103 B 8'-0" 6'-8" VINYL YES TEMPERED GLAZING 104 A 2'-4" 6'-8" WD N/A 105 C 3'-0" 6'-8" WD N/A 106 A 2'-4" 6'-8" WD N/A TYPE "A" TYPE "B" TYPE "C" TYPE "A" HINGED SINGLE SLIDING DOOR BIFOLD DOOR SLIDING WINDOW Drawings and written material appearing herein constitute original and unpublished work of IS Egineering Solutions and may not be duplicated used or disclosed without written consent of IS Engineering Solutions. Q�'OVESSIONq� c George F Endrawes . w rn OC9146�5 PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A-H, SAN TA AN A, CA 92701 1322 FRENCH ST, SAN TA AN A, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing T i t I FUTILITY BUILD. DEMO.&PROP.PLAN DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No 4,, 0 EXISTING ROOF T BE REROOFED (E) 5:12 SLOPE y, 1z-— — — — — — — — — — — — — — — — — — — — — — — — — — — — — --�l EXISTING ROOF TO / BE DEMOLISHED ---n-----------� I I II II II II II I I I I II II II II II I I I I II II II II II I I I I II II II II II I I I I II II II II II I I I I II II II II II I I EXISTING PATIO I I II II II II II I COVER TO BE 41== DEMOLISHED II U U U U U II u u 1011111 l EXISTING ROOF TO REMAIN UTILITY BUILDING DEMOLITION ROOF PLAN r---, 3/8„ = 1,_0„ EXISTING ROOF TO BE DEMOLISHED L--- I / / NEW ROOF GENERAL NOTES: m9111N►I11123"to] ilk] &Iin011 WTI ONIa'/. Ia2FI6111z1011i]zU]EEEi7►I:T21IsI]III0&1 [Qz►1,y:10to] : 2991V110: IHe1_luaTn. I A IN F.116y NEW A`. SHINGLE TO MA1 EXISTIN r\/I C`TIN I/� (CRCC PRODUCT ID# -PROPOSED A D U ROOF PLAN 0676-0130a), SRI#19 3/8" = i $_ 0" I Ir nnui IV EXCEPT mil t10 BUILD THE HOUS 71'IFV I41i: 14 VAIN 4NAT IUII.D I� genpy I M ter Ib," RIUPAU AVE, SUIiE 110 CORONA, C A 92819 Date: 1eL �560-1365 eogioeeriogsoluliaos.iofo@gmail.com Drawings and written material appearing herein constitute original and unpublished work of IS Egineering Solutions and may not be duplicated used or disclosed without written consent of IS Engineering Solutions. eWESSIONg1 � c George F EndrawesOf C91685 PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A-H, SAN TA AN A, CA 92701 1322 FRENCH ST, SANTA ANA, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing T i t I FUTILITY BUILDING ROOF PLAN DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No A 5 0 0 2. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION 3. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED Ir ninui Omm 17� - - - - - - - - - - - LEGEND: = EXISTING TO REMAIN �3 EXISTING TO BE DEMOLISHED GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS 2. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION 3. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED 1 1 I n o] o] n n o] o] 11011 n I I I I I I I I Fill] 1 11 Fill] I 0 0, rim, 0, 1 or 1 g——— mood Or POMP NO EXISTING GARAGE DOOR TO BE REMOVED, TYP BUILDING-4 EXISTING SOUTH ELEVATION udt NLmUvtu, I Tr LAIJ 1IIVV J I TO REMAIN,TYP TO REMAIN BUILDING-4 EXISTING NORTH ELEVATION 1 /8" = 1 ' — 0" EXISTING STUCCO TO REMAIN TOP PLATF 3R0 FLOOR TOP PLATE 17'-10" .I i i. 2N0 FLOOR TOP PUTS 8.-9. F.G. 0'-0" A .A. IM oxl%- F 0 R I C r7T EXCEPT THE I,QRD BUILD THE NDUSIE, THEY LAW 14 VAIN TNAT BUILD IT M ter 16"P'MP 0hV[,Sol 1E210 CONMN Date: lei. 0 560-1385 coIioeeriopoluHoos,iofo@Imoil.com Drawings and written material appearing herein constitute original and unpublished work of ES Egineering Solutions and may not be duplicated used or disclosed without written consent of ES Engineering Solutions. Q�pFESS101 4 wGeorge F Endrawes m C91685 PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A—H, SAN TA AN A, CA 92701 1322 FRENCH ST, SANTA ANA, CA 92701 No. Date Issue Project No. 282023 scale NOTED D r a w i n g T i t Ie: BLD-4 EXISTING ELEVATIONS DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No 6,, 0 IS ninui Xmm NEW VINYL WINDOW - TO MATCH EXISTING, TYP E01. F1 ...0. rn ;1} • p� a,1 ,,w •. i. . V . :fin µ � .+ti:• .i ",.y r+. .T r' A Y . 4',, < I S ,h 4 L 3 i .1. _ h NEW STUCCO TO MATCH EXISTING, TYP EXISTING STUCCO TO REMAIN, TYP Ell' 11111' 7b RIT TR.:.--.bT �l111�11�� 1 Il�l�i� 1 NEW 6' SPLIT FACE CMU FENCE TO MATCH EXISTING PER S3.2, TYP. lain W.Ell BUILDING-4 PROPOSED SOUTH ELEVATION 1/8 t$ = 1,_ 0„ "" """ " "" L/\I ) IIINU JI UIINU ir�r. v it i� rr irvvr. v TO REMAIN, TYP TO REMAIN, TYP MATCH EXISTING, TYP BUILDING-4 PROPOSED NORTH ELEVATION 1/8 $31 = 1,_011 GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS 2. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION 3. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED 1 FM IME f !�l1111�1l��I f��ll�® 11�1�� illillllld�l�ll�lllll�� f I ��� .I��I�Irll���� alma " maim WIMMMMMM im I M y� y� fie® 4 p� �I�l�1 pp��p dS i; i�IIY[il d7� r0, 1, ��1 1 but IR�76��1; L 9�ISN SSdifdS�Y3�7 - .� o�o�lt13� �1f�&Ii��ilC p/O1i�909 YI76�bl�12n1� NEW 6' SPLIT FACE CMU FENCE TO MATCH EXISTING PER S3.2, TYP. NEW SLIDING DOOR, TYP IAIA TCD LJI- ATCD TOP PLATE 26'-11' 3R0 FLOOR TOP PLATE 1T-10" m 2N0 FLOOR OP PLATE 6'-9. �i F.F. 0'-6" F.G. 0'-0' A .A. IM oxl%- F 0 R I C r7T EXCEPT THE I,QRD BUILD THE NDUSIE, THEY LABC 14 VAIN THAT BUILD IT M ter 16"P'MP 0hV[, Sol 1E210 CORONA, MN Date: lei. (90 560-1385 coIioeeriopoluHoos,iofo@Imoilrcom Drawings and written material appearing herein constitute original and unpublished work of ES Egineering Solutions and may not be duplicated used or disclosed without written consent of ES Engineering Solutions. QOESS1%41 wGeorge F Endrawes m C91685 MUN PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A—H, SAN TA AN A, CA 92701 1322 FRENCH ST, SANTA ANA, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing T i t I e: BLD-4 PROPOSED ELEVATIONS DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No 7,, 0 Ir ninui Omm EXISTING STUCCO TO REMAIN, TYP TOP PLATE MI m FE E L 11 J... LL -JL- A 0% DE I FIE] ...'.0 0 FE] .10] FI] FED] FEO -7-7 TOP PLATE 11DI FE DI IF] 11 011 FID] NEW VINYL WINDOW TO MATCH EXISTING, TYP GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS 2. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION 3. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED BUILDING-4 PROPOSED SOUTH ELEVATION (WITHOUT BLOCK WALL) 1 /8„ = 11_ 0„ INLVV O Jr"LI I rHI.L CMU FENCE TO MATCH EXISTING BUILDING-4 PROPOSED EAST ELEVATION NEW SLIDING DOOR, TYP A .A. IM oxl%- F 0 R I C r7T EXCEPT THE I,QRD BUILD THE NDUSIE, THEY LABC 14 VAIN TNAT BUILD IT M ter 16"P'MP 0hV[, Sol 1E210 CORONA, MN Date: lei. (90 560-1385 coIioeeriopoluHoos,iofo@Imoil.com Drawings and written material appearing herein constitute original and unpublished work of ES Egineering Solutions and may not be duplicated used or disclosed without written consent of ES Engineering Solutions. 0ESS/OIV41 wGeorge F Endrawes m C91685 PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A-H, SAN TA AN A, CA 92701 1322 FRENCH ST, SANTA ANA, CA 92701 No. Date Issue Project No. 282023 scale NOTED D r a w i n g T i t Ie: BLD-4 PROPOSED ELEVATIONS DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No 8,, Ir ninui Omm TO BE REMOVED BE DEMOLISHED Iv EXISTING UTILITY BUILDING it LEGEND: EXISTING TO REMAIN EXISTING TO BE DEMOLISHED EXISTING ROOF — TO BE REROOFED EXISTING STUCCO TO REMAIN SOUTH ELEVATION DEMOLITION 00 F.F. 0' -8" F.G. 0'-0" EXISTING UTILITY BUILDING NORTH ELEVATION DEMOLITION 1 /4" = 1 ' — 0" GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS 2. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION 3. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED EXISTING ROOF EXISTING ROOF TO BE REROOFE�TO BE REROOFED EXISTING TRELLIS TO BE DEMOLISHED TOP 8 SLATE H co N 11 EXISTING POST I� E BE DEMOLISHED, TYP n 0'-8" F.F. � � I'i n 0'-0" F.G. EXISTING DOOR—/ EXISTING STUCCO TO BE REMOVED TO REMAIN EXISTING WALL TO BE DEMOLISHED EXISTING UTILITY BUILDING WEST ELEVATION DEMOLITION 1 /4" = 1'— 0" EXISTING ROOF TO BE DEMOLISHED EXISTING TRELLIS TO BE DEMOLISHED _—--,�1111171 — i1 N I n h I n h I rl n �I EXISTING POST n TO BE r H I DEMOLISHED, TYP YI 1�1 EXISTING WALL TO BE DEMOLISHED EXISTING ROOF TO BE REROOFED F.F. 0'-8" F.G. 0'-0" EXISTING UTILITY BUILDING EAST ELEVATION DEMOLITION 1 /4" = 1 ' — 0" A M. IM oxl%- W F 0 R I C r7T EXCEPT THE I,QRD BUILD THE NDUSIE, THEY LABC 14 VAIN TNAT BUILD IT M ter 16"P'MP 0hV[, Sol 1E210 CORONA, MN Date: lei. (90 560-1385 coIioeeriopoluHoos,iofo@ImoiLcom Drawings and written material appearing herein constitute original and unpublished work of ES Egineering Solutions and may not be duplicated used or disclosed without written consent of ES Engineering Solutions. Q VESS/O/v wGeorge F Endrawes m C91685 -�x\ 4 1 I, l*, PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A—H, SAN TA AN A, CA 92701 1322 FRENCH ST, SANTA ANA, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing T i t l e (E)UTILITY BUIL.DEMO. ELEVATION DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No A 9 0 Ir ninui Omm K I —Ai 11—I m— nI- nAin 1— I r1 Ir- REPLACE EXISTING ROOFING OVER EXISTIN ROOF STRUCTURE NEW STUCCO TO MATCH EXISTING LEGEND: F77NEW ROOF 11Lvv JIVIIVV V 11Lvv UAU I UJI MATCH EXISTING ADU PROPOSED SOUTH ELEVATION REPLACE EXISTING ROOFING OVER EXISTING ROOF STRUCTURE 1/4 t$ = 1'-0" n17u1 nnnr �1 iinini rc ni Arc "A" nv n A r ADU PROPOSED NORTH ELEVATION GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS 2. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION 3. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED EXISTING STUCCO —/ ANEW WINDOW TO REMAIN EQUIPPED WITH EXIT ALARMS PROPOSED NEW GAS METER LOCATION NEW MODIFIED BITUMINOUS SHEET ROOFING FOR FLAT ROOF BY GAF (ESR-1274) TO MATCH EXISTING NEW WINDOW EQUIPPED WITH EXIT ALARMS ADU PROPOSED WEST ELEVATION 1/4 tt = V — 0" NEW ROOF SHINGLES CLASS "A" BY GAF TO MATCH EXISTING (ESR-1475) (CRCC PRODUCT ID# 0676-0130a), SRI#19 0 i T F.F. 0'—B" Y F.G.0'-0" NEW STUCCO TO PROPOSED NEW MATCH EXISTING, TYP GAS WATER GAS WATER MATCH EXISTING, TYP WINDOW TO MATCH TO REMAIN EXISTING ADU PROPOSED EAST ELEVATION 1 /4" = V — 0" A M. IM oxl%- W F 0 R I C r7T EXCEPT THE I,QRD BUILD THE NDUSIE, THEY LABC 14 VAIN TNAT BUILD IT M ter 16"P'MP 0hV[, Sol 1E210 CORONA, MN Date: lei. (90 560-1385 coIioeeriopoluHoos,iofo@Imoil.com Drawings and written material appearing herein constitute original and unpublished work of ES Egineering Solutions and may not be duplicated used or disclosed without written consent of ES Engineering Solutions. QOESS'441 wGeorge F Endrawes m C91685 -�x\ 4 1 I, l*, PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A—H, SAN TA AN A, CA 92701 1322 FRENCH ST, SANTA ANA, CA 92701 No. Date Issue Project No. 282023 scale NOTED D r a w i n g T i t Ie: ADU PROPOSED ELEVATIONS DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No 0,, 0 IS ninui Omm AIMAI IA Inn Fl rAl ADDRESS PLAN (1ST FLOOR 1 /16" = 1'-0" - UNIT ENTRANCE EXISTING UNIT ADDRESS NEW UNITS GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS 2. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION 3. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED A .A. IM oxl%- F 0 R I C r7T EXCEPT THE I,QRD BUILD THE NDUSIE, THEY LABC 14 VAIN TNAT BUILD IT M ter 16"P'MP 0hV[, Sol 1E210 CORONA, MN Date: lei. (90 560-1385 coIioeeriopoluHoos,iofo@Imoil.com Drawings and written material appearing herein constitute original and unpublished work of ES Egineering Solutions and may not be duplicated used or disclosed without written consent of ES Engineering Solutions. QOESS'441 wGeorge F Endrawes, C91685 -�x\ 4 1 I, l*, PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A—H, SAN TA AN A, CA 92701 1322 FRENCH ST, SANTA ANA, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing Title ADDRESS PLAN 1ST PLAN DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No Al 1 a F n Tn —1 I I I I II I I I I I I I I I I LEGEND: - UNIT ENTRANCE EXISTING UNIT ADDRESS GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS 2. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION 3. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED NEW WOODEN FENCE I I I I ' I I I I �J I � EXISTING SWIMING POOL I ' I --J NEW WROUGHT IRON GATE WITH A SELF LATCHING --�--�--'-'--�--�-- NEW WOODEN MECHANISM, MINIMUM 54" FENCE ABOVE GROUND I I NEW WROUGHT I I 1316 FRENCH 1316 FRENCH IRON FENCE I I I ZE] UNITE UNIT F r A] I------------I------------I------jV1 Iv. I I BUILDINGI I � 1316 FRENCH 1316 FRENCH UNIT H UNIT G BUILDING 4 1313 NORTH 1313 NORTH 1313 NORTH 1313 NORTH 1313 NORTH SPURGEON SPURGEON SPURGEON SPURGEON SPURGEON UNIT IUNIT J UNIT K UNIT L UNIT M FORMERLY A (FORMERLY B) (FORMERLY C) (FORMERLY D FORMERLY E) 1313 NORTH 1313 NORTH SPURGEON SPURGEON UNIT N UNIT 0 (FORMERLY F FORMERLY G) ADDRESS PLAN (2ND 1 /16" = 1'-0" FLOOR) 1313 NORTH SPURGEON UNIT P (FORMERLY H I ninpffm� 8ui EXCEPT THE hQRD BUILD THE HOBS[. THEY LABC 1W VAIN 7NAT BUILD 17 genpy I M ter Ib," RIUPAU AVE, SUIiE 110 CORONA, C A 92819 D t le �560-1365 eogioeeriogsolulioos.io(o@gmail.com Drawings and written material appearing herein constitute original and unpublished work of IS Egineering Solutions and may not be duplicated used or disclosed without written consent of IS Engineering Solutions. eWESS/441 � c George F EndrowesOf C91685 0 PROJECT: 0 GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT SAN TA AN A, CA 92701 1322 FRENCH ST, SANTA ANA, CA 92701 A -Hy No. Date Issue Project No. 282023 scale NOTED Drawing Title ADDRESS PLAN (2ND FLOOR DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No 2,, NEW WOODEN FENCE I I I II I i it I I EXISTING SWIMING POOL NEW WROUGHTIRON GATE WITH A SELF LATCHING MECHANISM, MINIMUM 54" NEW WOODEN ABOVE GROUND FENCEFF IT-1 1320 FRENCH LEE UNIT F ((] � 1316 FRENCH 1316 FRENCH UNIT UNIT J BUILDING 2 1320 FRENCH UNIT E 1320 FRENCH 1316 FRENCH 1316 FRENCH UNIT D UNIT L UNIT K J-L —-q F-I rL--rLT�--9 I — -I rL— �TIL —-q I — —I rL--1TIL--1 F--IfL —-L� If L--LIJ—i I L--LI—�—i I L--LI�—i I L— —LI--L- —i - UNIT ENTRANCE ADDRESS PLAN (3RD FLOOR EXISTING UNIT ADDRESS GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS 2. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION 3. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED 1 /16" FJ1 ningpffm� 8u W4 EXCEPT THE I,QRD BUILD THE HDUS THEY LABC 14 VAIN THAT BUILD 17 genpy I M ter Ib," RIUPAU AVE, SUIiE 110 CORONA, C A 92819 D t le �560-1385 eogioeeriogsolulioos.iofo0gmail.com Drawings and written material appearing herein constitute original and unpublished work of IS Egineering Solutions and may not be duplicated used or disclosed without written consent of IS Engineering Solutions. eWESS/441 � c George F EndrowesOf C91685 0 0 PROJECT: u GARAGE CONVERSION TO ADUs u u uPROJECT ADDRESS: 1313 N SPURGEON ST. UNIT SANTA ANA, CA 92701 1322 FRENCH ST, SANTA ANA, CA 92701 No. Date Issue Project No. 282023 scale NOTED D r a w i n g T i t Ie: ADDRESS PLAN 3RD PLAN DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No 3,,0 A —Hy SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 E1.0 GENERAL NOTES SD J 23. · · ELECT SITE PLAN PLAN DW DWDWDW DWDWDW DW GARAGE CONVERSION ADU ELECT PLAN PANEL APANEL A PANEL APANEL A PANEL APANEL A PANEL APANEL A SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 E1.1 SITE PLAN PARKING PLAN PLAN SPECIFIC NOTESGENERAL NOTES SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 E1.2 PARKING ELECT PLAN SPECIFIC NOTES: ’ SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 E1.3 SINGLE LINE DIAGRAM & LOAD CALCULATION SERVICE MSA SPECIFIC NOTES: ’ SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 E1.4 SINGLE LINE DIAGRAM & LOAD CALCULATION SERVICE MSB SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 E1.5 PANEL SCHEDULE RECEPTACLE OUTLETS THAT ARE LOCATED AT THE BACK OF LARGE EQUIPMENT OR PERMANENTLY WALL MOUNTED ELECTRICAL EQUIPMENT SHALL BE PROTECTED BY A COMBINATION GFCI AND AFCI CIRCUIT BREAKER WHETHER INDICATED OR NOT ALL UNIT SUB-PANELS SHALL BE BONDED TO THE UNIT METALLIC COLD-WATER PIPING AND BUILDING STEEL, (IF ANY). USE # 6 AWG MINIMUM. 2022 CEC 250.32(B) DW TYPICAL GARAGE CONVERSION ADU POWER PLAN PANEL A DW UTILITY BUILDING TO ADU POWER PLAN PANEL B ’ ’ · · SPECIFIC NOTES: SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 E2.0 POWER PLAN TYPICAL GARAGE CONVERSION ADU LIGHTING PLAN DW 1.THE LIGHTING PLAN IS NOT INTENDED TO REPRESENT A COMPLETE SET OF ELECTRICAL DRAWINGS. EXCEPT WHERE OTHERWISE NOTED, THE LOCATION AND SELECTION OF ANY ELECTRICAL REQUIREMENTS NOT DIRECTLY RELATED TO THE LIGHTING SHALL BE BY OTHERS. 2.LOCATION OF FIXTURES ARE SHOWN DIAGRAMMATICALLY. CONTRACTOR TO REFERENCE WRITTEN DIMENSIONS ON LIGHTING OR ARCHITECTURAL DRAWINGS. CONTRACTOR IS TO NOTIFY LIGHTING DESIGNER ABOUT FIELD CONDITION THAT VARY WITH PLANS AND/ OR SPECIFICATIONS PRIOR TO COMMENCING INSTALLATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE STATE AND LOCAL BUILDING CODES. 4.THE CONTRACTOR SHALL INSTALL ALL FIXTURES ACCORDING THE MANUFACTURER'S INSTRUCTIONS AND SHALL NOT VOID MANUFACTURES WARRANTY. 5.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY HARDWARE, ELECTRICAL CABLE, TIMERS, DRIVERS/ TRANSFORMERS, ETC., AS REQUIRED FOR COMPLETION OF INSTALLATION. 6.THE CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL CLEARANCES, CORRECT CEILING TRIM AND THICKNESS, AS WELL AS AIR HANDLING REQUIREMENTS (IF ANY) FOR ALL FIXTURES PRIOR TO ORDERING. 7.FOR FIXTURES THAT REQUIRE REMOTE DRIVERS/ TRANSFORMERS, THE CONTRACTOR SHALL DETERMINE LOCATIONS AS REQUIRED FOR EVEN LOAD DISTRIBUTION, SERVICE ACCESS, AND VENTILATION. 8.THE CONTRACTOR IS TO FURNISH AND INSTALL ADEQUATE DRAINAGE ADJACENT TO ALL DIRECT BURIAL TRANSFORMERS AND RECESSED INGRADE (INFLOOR) LIGHT FIXTURES. 9.MILLWORK SHOP DRAWINGS REQUIRED FOR FINAL APPROVAL OF FIXTURE PLACEMENT BY LIGHTING DESIGNER BEFORE INSTALLATION. 10.THE CONTRACTOR SHALL VERIFY THE COMPATIBILITY OF DIMMING AND CONTROL MODULES WITH FIXTURE TYPES PRIOR TO INSTALLATION. 11.THE CONTRACTOR SHALL VERIFY FINISH COLOR FOR ALL DEVICES AND FACEPLATES WITH THE ARCHITECT/ INTERIOR DESIGNER. 1.ALL PERMANENTLY INSTALLED LUMINARIES SHALL BE HIGH EFFICACY IN ACCORDANCE WITH BUILDING ENERGY EFFICIENCY STANDARDS TABLE 150.0-A. 2.LUMINARIES WITH INTEGRAL SOURCES, SUCH AS LED LUMINARIES MUST BE CERTIFIED BY THE ENERGY COMMISSION AS ME MEETING THE JA8 REQUIREMENTS. LUMINARIES THAT HAVE CHANGEABLE LAMPS (SUCH AS SCREW-BASE LUMINARIES) MUST BE INSTALLED WITH LAMPS THAT HAVE CERTIFIED BY THE ENERGY COMMISSION. LUMINARIES AND LAMPS THAT THE ENERGY COMMISSION CERTIFIED MUST BE MARKED WITH JA8-2019 OR JA8-2019-E ON THE PRODUCT. 3.ALL RECESSED DOWNIGHT LUMINARIES MUST MEET ALL THE FOLLOWING REQUIREMENTS TO USED: 3.1.CONTAIN A LIGHT SOURCE THAT IS JA8-CERTIFIED, NO SCREW BASED LAMPS ALLOWED 3.2.BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT (IC). 3.3.CERTIFIED AS AIRTIGHT 3.4.BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINARIES HOUSING AND CEILING 3.5.ALLOW DRIVER MAINTENANCE AND REPLACEMENT TO BE READILY ACCESSIBLE TO BUILDING OCCUPANTS FROM BELOW THE CEILING WITHOUT REQUIRING HOLES TO BE CUT IN THE CEILING. 4.BATHROOMS, GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS ARE REQUIRED TO HAVE AT LEAST ONE LUMINAIRE IN THE SPACE TO BE CONTROLLED BY AN OCCUPANCY OR VACANCY SENSOR. 5.ALL LED LUMINARIES ARE REQUIRED TO BE CONTROLLED BY NEMA SSL-7A COMPLIANT DIMMER UNLESS THEY ARE CONTROLLED BY A VACANCY SENSOR OR AN OCCUPANCY SENSOR. A MULTI-SCENE PROGRAMMABLE CONTROLLER WITH THE APPROPRIATE DIMMER FUNCTIONALITY CAN BE INSTALLED FOR MEETING T24 REQUIREMENTS. 6.ALL LIGHTING SHALL BE CONTROLLED SEPARATELY FROM EXHAUST FANS. 7.ALL OUTDOOR LIGHTING ATTACHED TO THE BUILDING MUST BE HIGH EFFICACY, AND MUST BE CONTROLLED BY A MANUAL ON AND OFF SWITCH AND ONE OF THE FOLLOWING AUTOMATIC CONTROL TYPES: 7.1.PHOTO-CONTROL AND EITHER A MOTION SENSOR OR AN AUTOMATIC CONTROL; OR 7.2.ASTRONOMICAL TIME CLOCK CONTROL CALIFORNIA ENERGY CODES NOTES: LIGHTING NOTES · · · · · · · · · NOTES: RESIDENTIAL SPECIFIC NOTES UTILITY BUILDING TO ADU LIGHTIGN PLAN DW SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 E3.0 LIGHTING PLAN SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 M1.0 GENERAL NOTES GENERAL NEW NOTES: 1.PROVIDE SEISMIC RESTRAINTS AS NEEDED FOR THE MECHANICAL SYSTEMS IN THE PROJECT BASED ON THE SEISMIC ANALYSIS REQUIRED BY THE SPECIFICATIONS. 2.COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES TO ENSURE A NEAT AND ORDERLY INSTALLATION. INSTALL DUCTWORK AND PIPING AS TIGHT TO STRUCTURE AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS. COORDINATE INSTALLATION OF DUCTWORK AND PIPING TO AVOID CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. ANY MODIFICATIONS REQUIRED DUE TO LACK OF COORDINATION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO EXTRA COST TO THE OWNER. 3.PROVIDE TEMPORARY BARRIERS TO CONTAIN DUST AND DEBRIS RESULTING FROM THE PERFORMANCE OF THE WORK TO THE AREA WHERE WORK IS BEING PERFORMED. 4.ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS SHALL BE PROVIDED BY DIVISION 23 UNLESS OTHERWISE NOTED. 5.NEW MECHANICAL EQUIPMENT, DUCTWORK AND PIPING ARE SHOWN AT APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS REQUIRED TO FIT THE DUCTWORK AND PIPING WITHIN THE AVAILABLE SPACE. VERIFY THAT FINAL EQUIPMENT LOCATIONS MEET MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUND EQUIPMENT. 6.REFER TO ARCHITECTURAL DRAWINGS FOR RELATED CONSTRUCTION DETAILS AS APPLICABLE TO THE HVAC SYSTEM. 7.COORDINATE LOCATION OF ROOF MOUNTED HVAC EQUIPMENT AND ROOF PENETRATIONS WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. 8.INDOOR AIR QUALITY MEASURES: PROTECT INSIDE OF (INSTALLED AND DELIVERED) DUCTWORK AND HVAC UNITS FROM EXPOSURE TO DUST, DIRT, PAINT AND MOISTURE. REPLACE INSULATION THAT HAS BECOME WET AT ANY TIME DURING CONSTRUCTION, DRYING THE INSULATION IS NOT ACCEPTABLE. SEAL ANY TEARS OR JOINTS OF INTERNAL FIBERGLASS INSULATION. REMOVE DEBRIS FROM CEILING/RETURN AIR PLENUM INCLUDING DUST. AN INDEPENDENT, PROFESSIONAL DUCT CLEANING COMPANY SHALL VACUUM CLEAN ANY DUCTWORK CONNECTED TO HVAC UNITS THAT WERE OPERATED DURING THE CONSTRUCTION PERIOD AFTER NEW FILTERS ARE INSTALLED AND PRIOR TO TURNING SYSTEM OVER TO THE OWNER. THE INTERNAL SURFACES AND ASSOCIATED COILS OF ANY HVAC UNITS THAT WERE OPERATED SHALL ALSO BE CLEANED. 9.INSTALL DUCTWORK AND PIPING PARALLEL TO BUILDING COLUMN LINES UNLESS OTHERWISE SHOWN OR NOTED. 10.OVERHEAD HANGERS AND SUPPORTS FOR EQUIPMENT, DUCTWORK AND PIPING SHALL BE FASTENED TO BUILDING JOISTS OR BEAMS. DO NOT ATTACH HANGERS AND SUPPORTS TO THE ABOVE FLOOR SLAB OR ROOF EXCEPT WHERE CONCRETE INSERTS IN CONCRETE SLABS ARE ALLOWED BY THE SPECIFICATIONS. 11.COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH LOCATION OF EQUIPMENT ACCESS PANELS/DOORS TO ENABLE SERVICE OF EQUIPMENT AND/OR FILTER REPLACEMENT. 12.SEAL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. FIREPROOF PENETRATIONS THROUGH FIRE RATED COMPONENTS IN ACCORDANCE WITH U.L. REQUIREMENTS.PROVIDE FIRE DAMPER/FORE SMOKE DAMPER FOR ANY DUCT THAT PENETRATE FIRE RATED WALL TO KEEP THE WALL FORE RATINGS. 13.COORDINATE THE EXACT MOUNTING SIZE AND FRAME TYPE OF DIFFUSERS, REGISTERS AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING, WALL AND DUCT INSTALLATION REQUIREMENTS. 14.ADJUST LOCATION OF CEILING DIFFUSERS, REGISTERS AND GRILLES AS REQUIRED TO ACCOMMODATE FINAL CEILING GRID AND LIGHTING LOCATIONS. 15.VERIFY THERMOSTAT EXACT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. INSTALL DEVICES WITH TOP OF DEVICE AT MAXIMUM 48” ” ” MECHANICAL SYMBOLS THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS OR ABBREVIATIONS ARE USED. STANDARD MOUNTING HEIGHTS CU 1 1 M1 1 M1 USE THE DEFAULT MOUNTING HEIGHTS SHOWN ABOVE UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS OR ELSEWHERE. MOUNTING HEIGHTS LISTED ARE ABOVE FINISHED FLOOR (AFF) OR ABOVE FINISHED GRADE (AFG) TO TOP OF DEVICE. ALL DEVICES SHALL BE INSTALLED IN COMPLIANCE WITH CURRENT ADA AND LOCAL REQUIREMENTS. 48" 48" ANNOTATION MECHANICAL OR FIRE PROTECTION PLAN NOTE CALLOUT MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR PROVIDED UNO) CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER NUMBER INDICATES SHEET NUMBER SECTION CUT DESIGNATION ABBREVIATIONS LWB LEAVING WET BULB LWT LEAVING WATER TEMPERATURE LV LOUVER MAU MAKE-UP AIR UNIT MAX MAXIMUM MBH 1000 BTU PER HOUR MD MOTORIZED DAMPER MFR MANUFACTURER MIN MINIMUM N/A NOT APPLICABLE N/C NORMALLY CLOSED N/O NORMALLY OPEN NC NOISE CRITERIA (N) NEW NF NON-FUSED NIC NOT IN CONTRACT OA OUTSIDE AIR PICV PRESSURE INDEPENDENT CONTROL VALVE PROVIDE FURNISH AND INSTALL QTY QUANTITY RA RETURN AIR RC ROOM CRITERIA RD RETURN DUCT REA RELIEF AIR RF RETURN FAN RH RELATIVE HUMIDITY RH ROOF HOOD RPM REVOLUTIONS PER MINUTE RTU ROOFTOP UNIT SA SUPPLY AIR CSD CEILING SUPPLY DIFFUSER CRG CEILING RETURN GRILL WSG WALL SUPPLY GRILL WRG WALL RETURN GRILL WEG WALL EXHAUST GRILL TG TRANSFER GRILL EG EXHAUST GRILL SLD SUPPLY LINER DIFFUSER RG RETURN GRILL SD SMOKE DUCT DETECTOR SD SUPPLY DUCT SF SUPPLY FAN SOW SCOPE OF WORK SP STATIC PRESSURE TBD TO BE DETERMINED TC/C TEMPERATURE CONTROLS CONTRACTOR TCP TEMPERATURE CONTROL PANEL TF TRANSFER FAN TFA TO FLOOR ABOVE TFB TO FLOOR BELOW TT TEMPERATURE TRANSMITTER TYP TYPICAL U/F UNDERFLOOR U/G UNDERGROUND U/S UNDERSLAB UH UNIT HEATER U/C UNDERCUT UTR UP TO ROOF VAV VARIABLE AIR VOLUME VFD VARIABLE FREQUENCY DRIVE VRF VARIABLE REFRIGERANT FLOW VRV VARIABLE REFRIGERANT VOLUME W/WITH W/O WITHOUT WB WET BULB WC WATER COLUMN WPD WATER PRESSURE DROP XP EXPLOSION-PROOF HVAC DUCTWORK AND ACCESSORIES BD TS THERMOSTATS (USER ADJUSTABLE) (TOP OF DEVICE) CONTROLS (TOP OF DEVICE) A/C AIR CONDITIONING ACC AIR COOLED CHILLER ACCU AIR COOLED CONDENSING UNIT AFC ABOVE FINISHED CEILING AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT AP ACCESS PANEL B BOILER BAS BUILDING AUTOMATION SYSTEM BB BACKBONE BD BACKDRAFT DAMPER BFC BELOW FINISHED CEILING BFF BELOW FINISHED FLOOR BFG BELOW FINISHED GRADE BFP BOILER FEED PUMP BOD BOTTOM OF DUCT BOS BOTTOM OF STRUCTURE BTU BRITISH THERMAL UNIT CH CHILLER CFM CUBIC FEET PER MINUTE CP CONDENSATE PUMP CPT CONTROL POWER TRANSFORMER CRAC COMPUTER ROOM AIR CONDITIONING UNIT CRU COMPUTER ROOM UNIT CT COOLING TOWER CV CONTROL VALVE CWP CONDENSER WATER PUMP CU CONDENSING UNIT CHWP CHILLED WATER PUMP DB DECIBELS DBA DECIBELS AVERAGE DDC DIRECT DIGITAL CONTROL DI DIGITAL INPUT DN DOWN DS DUCT SILENCER DX DIRECT EXPANSION DTR DOWN THRU ROOF (E)EXISTING EA EXHAUST AIR EG EXHAUST GRILLE EAT ENTERING AIR TEMPERATURE ED EXHAUST DUCT EDB ENTERING DRY BULB EF EXHAUST FAN EMS ENERGY MANAGEMENT SYSTEM ETR EXISTING TO REMAIN EWB ENTERING WET BULB EWT ENTERING WATER TEMPERATURE FCU FAN COIL UNIT FFA FROM FLOOR ABOVE FFB FROM FLOOR BELOW FF FINISHED FLOOR FSG FLOOR SUPPLY GRILL FRG FLOOR RETURN GRILL FPM FEET PER MINUTE GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE HOA HAND-OFF-AUTOMATIC HTG HEATING HWP HEATING WATER PUMP IN WC INCHES OF WATER COLUMN L LOUVER LAT LEAVING AIR TEMPERATURE LDB LEAVING DRY BULB LP LOW PRESSURE T H VD FS MD # FD CFSD SD CO HS PS CO2 RD SP DP LINEAR SLOT DIFFUSER INSULATED FLEXIBLE DUCT (MAX. 5'-0" LONG) BRANCH DUCT WITH 45° RECTANGLE-ROUND BRANCH FITTING AND MANUAL VOLUME DAMPER ELBOW WITH TURNING VANES BRANCH DUCT WITH BELL-MOUTH FITTING & MANUAL VOLUME CONTROL DAMPER RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP RETURN, EXHAUST, OR OUTSIDE AIR DUCT DOWN SUPPLY AIR DUCT UP SUPPLY AIR DUCT DOWN EQUIPMENT WITH FLEXIBLE DUCT CONNECTION SAD XXX (CFM OF SUPPLY DIFFUSER OR REGISTER) RG XXX(CFM OF EXHAUST GRILLE) MANUAL VOLUME DAMPER SQUARE TO ROUND TRANSITION DUCT MOUNTED SMOKE DETECTOR (SD=SUPPLY/RD=RETURN) RISER DESIGNATION FIRE DAMPER COMBINATION FIRE SMOKE DAMPER SMOKE DAMPER VOLUME DAMPER MOTORIZED DAMPER BACKDRAFT DAMPER ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS. REFER TO DUCTWORK SPECIFICATIONS FOR DUCTWORK INSULATION AND LINER INFORMATION. HVAC CONTROL DEVICES HUMIDISTAT THERMOSTAT CARBON MONOXIDE SENSOR CARBON DIOXIDE SENSOR DIFFERENTIAL PRESSURE SENSOR FLOW SWITCH HUMIDITY SENSOR PULL STATION STATIC PRESSURE TEMPERATURE SENSOR 1 THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES: ·2022 CALIFORNIA BUILDING CODE (CBC) ·2022 CALIFORNIA MECHANICAL CODE (CMC) ·2022 CALIFORNIA ELECTRICAL CODE (CEC) ·2022 CALIFORNIA PLUMBING CODE (CPC) ·2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS (BEES) ·2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) ·ALL APPLICABLE LOCAL AMENDMENTS. ·SCOPE OF WORK: ·PROVIDE DUCTLESS HEATPUMP MINI SPLIT TO ADU. ·EXHAUST FAN VENTILATION FOR BATHROOM. ·KITCHEN VENT DUCT. ·DRYER VENT DUCT. DW DWDWDW DWDWDW DW GARAGE CONVERSION ADU MECHANICAL PLAN DW TYPICAL GARAGE CONVERSION ADU MECHANICAL PLAN DW MECHANICAL SPECIFIC NOTES: SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 M2.0 1ST FLOOR HVAC DW UTILITY BUILDING TO ADU MECHANICAL PLAN MECHANICAL SPECIFIC NOTES: SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 M3.0 UTILITY BUILDING TO ADU O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information New Single Family Residence/Duplex Addition/Remodel ADU Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area: Area to be Added: Total Resulting Area: Stories: Area Added in Past 2 Years (excluding this project): Yes No Questionnaire OCFA Plan Type if “Yes” 1. New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability (PR400-402) Fire Sprinkler 2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has fire sprinklers or a house that will have fire sprinklers added as part of this project? (PR400-402) Fire Sprinkler 3. Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than 140-feet from the fire access roadway? *(PR160) Residential Site 5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? *(PR160) Residential Site with Water Availability 6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed contractor to determine if a fire sprinkler modification is needed. (PR400-402) Fire Sprinkler 7. Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold set by local ordinance? *(PR160) Residential Site (PR400-402) Fire Sprinkler 8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU’s). *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as defined by the State, or (D) near an area that could be affected by a wildfire in the open space. *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR ✔ A - H Santa Ana 927011313 N. Spurgeon St. Garages are being converted into 8 ADUs garage 517sqft NA 517sqft 1 0 ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Emad Ghobrial 323-304-6058 emad@roillife.com 12/19/24 1322 N French St Converting storage/laundry area into 1 ADU. 474sqfttotal 474 sqft O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information New Single Family Residence/Duplex Addition/Remodel ADU Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area: Area to be Added: Total Resulting Area: Stories: Area Added in Past 2 Years (excluding this project): Yes No Questionnaire OCFA Plan Type if “Yes” 1. New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability (PR400-402) Fire Sprinkler 2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has fire sprinklers or a house that will have fire sprinklers added as part of this project? (PR400-402) Fire Sprinkler 3. Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than 140-feet from the fire access roadway? *(PR160) Residential Site 5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? *(PR160) Residential Site with Water Availability 6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed contractor to determine if a fire sprinkler modification is needed. (PR400-402) Fire Sprinkler 7. Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold set by local ordinance? *(PR160) Residential Site (PR400-402) Fire Sprinkler 8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU’s). *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as defined by the State, or (D) near an area that could be affected by a wildfire in the open space. *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR ✔ A - H Santa Ana 927011313 N. Spurgeon St. Garages are being converted into 8 ADUs garage 517sqft NA 517sqft 1 0 ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Emad Ghobrial 323-304-6058 emad@roillife.com 12/19/24 PLUMBING LEGEND SERVICE - WATER HEATING NOTES NOTES GENERAL NOTES ACOUSTICAL NOTES PIPING MATERIAL SCHEDULE SCOPE OF WORK SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 P1.0 GENERAL NOTES PLUMBING EQUIPMENT SCHEDULE EXPANSION TANK SCHEDULE WATER HEATER SCHEDULE SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 P1.1 SCHEDULE & CALCULATION SCALEROOF AREA DRAIN 6NTS SCALECONDENSATE DRAIN DETAIL 1NTS SCALE 7NTS SCALEPIPE SUPPORT AND SEISMIC BRACING DETAIL 2NTS SCALEFLOOR CLEANOUT DETAIL 3NTS SCALEWASTE/VENT PIPE THROUGH ROOF DETAIL 4NTS SCALE 5NTS SCALEISLAND VENT SINK DETAIL 8NTS GUTTER ROOF DRAIN CONDENSATE DRAIN DETAIL SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 P1.2 DETAILS SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 P1.3 DETAILS PLUMBING SITE PLAN PLAN PLUMBING SHEET NOTES SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 P1.4 SITE PLAN PLUMBING SHEET NOTES SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 P1.5 UNDERGROUND GARAGE DW DWDWDW DWDWDW DW GARAGE CONVERSION ADU COLD&HOT WATER PLAN PLUMBING SHEET NOTES DW TYPICAL GARAGE CONVERSION ADU COLD&HOT WATER PLAN PLUMBING SHEET NOTES SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 P2.0 1ST FLOOR COLD&HOT WATER DW DWDWDW DWDWDW DW GARAGE CONVERSION ADU WASTE&VENT PLAN DW TYPICAL GARAGE CONVERSION ADU WASTE&VENT PLAN SHEET NOTES: PLUMBING SHEET NOTES SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 P3.0 1ST FLOOR WASTE&VENT DW LAUNDRY/UTILITY BUILDING TO ADU WASTE&VENT PLAN DW LAUNDRY/UTILITY BUILDING TO ADU WATER&GAS PLAN PLUMBING SHEET NOTES SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 P4.0 UTILITY BUILDING TO ADU PLUMBING TYPICAL 2ND FLOOR PLUMBING PLANTYPICAL GARAGE DEMO PLUMBING PLAN GENERAL NOTES SHEET NOTES · · · · · · · · · · · PLUMBING CONSTRUCTION NOTES PLUMBING DEMOLITION NOTES SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 P5.1 ENLARGED TYPICAL UNIT 2ND FLOOR BT-1 L-1 WC-1 CW-1 UTILITY ROOM TO ADU UNIT WASTE / VENT RISER DIAGRAM KS-1 BT-1 WC-1 L-1 CW-1 KS-1 SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 P6.0 RISER DIAGRAM SPURGEON STREET TO UNIT A, B, C AND D - WATER RISER DIAGRAM FRENCH STREET TO UNIT E, F, G AND H - WATER RISER DIAGRAM SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 P6.1 RISER DIAGRAM LAUNDRY/UTILITY ROOM TO ADU - WATER RISER DIAGRAM 3 4 "(2.6FU) 12 "(1.1FU) GARAGE CONVERSION TO ADU - WATER RISER DIAGRAM SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 P6.2 RISER DIAGRAM CITY OF SANTA ANA Certificate of Compliance Payment of School Facility Fees Santa, Ana Unified School District cmirr M 10=11, Name (First, MI, Last) ry)�� � Project Address Lract/parcel Number h 1313 N a S puvcl eck) Ef . I o I I 2 2 Planning and Building Agency I FOR PERMIT ISSUANCE Cit)r, State, Zip Code VY) I C I ly"11 I (I J U � T Nanic Nit, Last) Use of Building (check) ('I$hobri u 1]11UN01i/: L • Tel phone 3z3 Telephone O-V Type of Project (check � Residential Commercial Senior Housing ❑ Description of Project co y) V e ir t- C8� CJ U � � C) es A dU''S 41 Number of Square Feet of Residential Space Sq.Ft x $ 50 1 �7 (Dev. Fee) Number of Square Feet of Commercial Space Sq,Ft x $ (Dev. Fee) .ter 1 L4 --rq �..mp. ,!! � I1"Tiaster-t-D:GOLDEN OUNDED 1869 yr e: New ❑ Addition ❑ Alteration (s000 i i f f qe Q C h ) fC' VJ e LA/ Total S;� I � 3S 31,r iZ, Total S The above representations as to square footage are true. Applicant agrees that if it is later determined that such representations are not true, then this certificate shall automatically terminate, and the appropriate City/County shall be notified. Applicant is hereby noticed that any party filing a protest regarding the imposition of fees pursuant to Government Code Section 53080 must do so within 90 days from the payment of the fee. Appiicani name ease rrint) Signature /%one�=z6 Date This certifies that the above -named Applicant has paid school facility fees in compliance with all existing and applicable sections of the Government Code and Education Code. Santa 1 "n n P, 0 ( I 61 W V 1%ftwow- 46 1 Moe 1 a Unified School DstfictiAuthorized Ilepresentative DISTRIBUTION N'hiie - Cityl(."ounty Canary • Applicant fink - Facilifies Date ----------------------------- Scanned with CamScanner :: ----------------------------= CITY OF SANTA ANA Planning and Building Agency. Terms and Conditions (Remitter and Payee): Please keep this cor)v for your record of the transaction Approved FOR PERMIT ISSUANCE Master ID: Date: The escheat ent laws of a specific state will consider these funds to be "abandoned" if the Cashier's Check is not cashed by a certain time - Please cash/deposit this Cashier's Check as soon as possible to prevent this from occurring - In most cases, the funds will be considered to after the "Void After" Date Placing a Stop Payment on a Cashier's Check - Stop Payment can only be placed if the Cashier's Check is lost, stolen, or destroyed - We may not re -issue or refund the funds after the stop payment has been placed until 90 days after the original check was issued Please visit a Chase branch to report a lost, stolen, or destroyed Cashier's Check or for any other information about this item FOR YOUR PROTECTION SAVE THIS COPY CASHIER'S CHECK Remitter: EMAD A GHOBRIAL Customer Copy 1128466269 01/05/2026 Vad after 1 year $** 219383012 " Pay To The SANTA ANA UNIFIED SCHOOL DISTRICT Order Of: )',/13 ir'�`''7 `-°'. ` �)iahcr JPMORGAN CHASE BANK, N.A. Memo:g-?_�-���gx__�1.,7_________SA__�^,�;�� }����� NON NEGOTIABLE Note: For information only. Comment has no effect on bank's payment. ---------------------------- Scanned with m CannScanner A " ��y, G Certificate of Compliance iiilllllllllllll������p woo--� Payment of School Facility Fees �scNoSanta Ana Unified School District 3uilding Owne CITY OF SANTA ANA h, Planning'and Building Agency I A46 525 . ,Approved FOR7'PERMIT ISSUANCE Name (First, MI, Last) Telephone Ma r! pi . G -m +Ay"Ir � Project Address Tract/Parcel iNumDer t32 22.,(� City, State, Zip Code CA C1 � Name (First, M1, Last) Telephone 0 bc;Ve Use of Building (check) Type of Project (check) Residential Commercial Senior Housing ❑ New ❑ Addition ❑ Alterations Description of Project (cpivevf- c1%-fe4-c4C1vd L44,1i4mrr. J �caoov�� ?w e ahd QkGtSec/ OA 41%% oa 1 V U s f� 010 dU (4 to e c F �-- � ov C h Number of Square Feet of Residential Space Sq*F Number of Square Feet of Commercial Space, t x $ so I amm7 (Dev. Fee) Sq. Ft x $ (Dev. Fee) Total$ � , � G Cl . 2 Z. Total S The above representations as to square footage are true. Applicant agrees that if it is later determined that such are not true, then this certificate shall automatically terminate, and the appropriate City/County shall be cant is hereby noticed that any party feline a protest reparding, the immvosition of fees t)ursuant to Government Code Section 53080 must do so within 90 days from the payment of the fee. representations notified. Apple Date This certifies that the above -named Applicant has paid school facility fees in compliance with all existing and applicable sections of the Government Code and Education Code. Santa 141 DISTRIBUTION White - Cit)-Xount)p Canary - Applicant Pink - Facilities I I-Pistri« Aui rev 1W horized Representative J.'S7. z c� Date --------------------------- Scanned with with CamScanner'! CHASE Terms and Conditions (Remitter and Payee): Approved FOR PERMIT ISSUANCE Master ID: Date: Please keep this copy for your record of the transaction '` The esch tment laws of a sr)ecific state will consider these funds to be "" abandoned if the Cashier's Check is not cashed by a certain time - Please cash/deposit this Cashier's Check as soon as possible to prevent this from occurring - In most cases. the funds will be considered " abandoned" after the "Void After" Date Placing a Stop Payment on a Cashier's Check - Stop Payment can only be placed if the Cashier's Check is lost, stolen, or destroyed - We may not re -issue or refund the funds after the stop payment has been placed until 90 days after the original check was issued Please visit a Chase branch to report a lost, stolen, or destroyed Cashier's Check or for any other information about this item Remitter: Pay To The FOR YOUR PROTECTION SAVE THIS COPY CASHIER'S CHECK EMAD A GHOBRIAL SANTA ANA UNIFIED SCHOOL DISTRICT rder Qf. .. 4 r ol c, '***,\ -S Memo:-- - -- - ------ ------------------------- - tJote: For information only. Comment has no effect on bank's paynictit. Customer Copy 1128466270 01/05/2026 Vad after 1 year $** 21409-22 " D<<iwer JPMORGAN CHASE BANK, N.A. NON NEGOTIABLE ----------------------------- Scanned with CamScanner-i ----------------------------- CITY OF SANTA ANA Planning and Building Agency L..'A ACKNOWLEDGMENT r Master i v: WE: GOLDEN C'T" :OUNDED 1869 Date - M A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is � attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ORANGE � On 01/05/2026 before me, MEHRAN HEMMATKHANI/Notary public (insert name and title of the officer) personally appeared EMAD AYYAD GHOBRIAL 0 who proved to me on the basis of satisfactory evidence to be the person(s) whose name( is/ale subscribed to the within instrument and acknowledged to me that he/ executed the same in hisiim4444eir authorized capacity(ks), and that by his/fterMie4r signature(s) on the instrument the person(*, or the entity upon behalf of which the persons) acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) RG'ArY rUDIX • California Oranse County r %Anpftir&iww A 7 Al L A t Lb NCE ---------------------------- Scanned with m CannScanner GENERAL NOTES 1. DRAWINGS HEREIN ARE THE PROPERTY OF ES ENGINEERING SOLUTIONS AND SHALL NOT BE USED FOR ANY OTHER THAN THE LOCATION SHOWN HEREON NOR ALTERED, COPIED, OR DUPLICATED WITHOUT ES ENGINEERING SOLUTIONS PERMISSION. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO ORDERING ANY MATERIALS, AND NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE TO CALIFORNIA BUILDING CODE 2022 (CBC 2022), AND ALL APPLICABLE LOCAL CODES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, AND SEQUENCE AND FOR THE SAFETY OF THE WORKERS, CONSTRUCTION SITE AND THE BUILDING DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE PROPER SHORING, BRACING, SCAFFOLDING AND ALL MEASURES REQUIRED BY ALL NATIONAL, STATE AND LOCAL SAFETY PROVISIONS. 5. CONTRACTOR SHALL CAREFULLY STUDY THE PLANS, AND NOTIFY THE ENGINEER IN CASE OF UNCLEAR OR ANY MISSING DETAILS BEFORE START OF THE CONSTRUCTION OR ORDERING ANY MATERIALS. 6. ENGINEER WILL NOT BE RESPONSIBLE FOR ANY WORK DONE NOT ACCORDING TO PLANS AND SPECIFICATIONS HEREIN. 7. ALL MATERIALS SHALL CONFORM TO THE PLANS AND SPECIFICATIONS. 8. ALL MANUFACTURED MEMBERS OR HARDWARE SHALL BE INSTALLED PER MANUFACTURER REQUIREMENTS. 9. WHEN DRILLING IN EXISTING CONCRETE, CONTRACTOR SHALL VERIFY THAT ALL EXISTING REINFORCEMENT, OR TENSION CABLES SHALL REMAIN UNDAMAGED. 10. PRIOR TO ANY EXISTING CONCRETE SAW CUTTING OR REMOVAL, CONTRACTOR SHALL CHECK IF EXISTING CONCRETE CONTAINS ANY TENSION CABLES AND NOTIFY ENGINEER BEFORE STARTING THE CUTTING OR REMOVAL PROCESS. 11. DURING THE EXISTING CONCRETE SAW CUTTING OR REMOVAL PROCESS, IF TENSION CABLES ARE ENCOUNTERED, CONTRACTOR SHALL STOP THE PROCESS IMMEDIATELY AND CONSULT WITH THE ENGINEER BEFORE PROCEEDING. 12. ANY WORK PERFORMED IN CONFLICT WITH PLANS, SPECIFICATIONS, OR ANY APPLICABLE CODE SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE ENGINEER OR THE OWNER. ALSO, THE ENGINEER WILL BE COMPENSATED FOR ANY ADDITIONAL DESIGN WORK RESULTED THEREOF. 13. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL ONLY USE WRITTEN DIMENSIONS. 14. CONTRACTORS SHALL NOT START CONSTRUCTION UNLESS PLANS ARE APPROVED BY THE APPROVING AGENCIES. CONTRACTOR SHALL ONLY USE APPROVED PLANS FOR CONSTRUCTION. 15. DETAILS DESIGNATED AS TYPICAL OR STANDARD SHALL BE APPLIED TO ALL SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. TYPICAL OR STANDARD DETAILS SHALL BE APPLIED WETHER OR NOT THEY ARE REFERENCED ON THE PLANS. 16. CONTRACTOR SHALL COORDINATE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING PLANS AND NOTIFY ENGINEER IF ANY CONFLICT BEFORE START OF THE CONSTRUCTION OR ORDERING ANY MATERIALS. 17. CONTRACTOR SHALL CHECK THE BUILDING LOCATION WITH RESPECT TO PROPERTY LINES, AND VERIFY ALL EXISTING CONDITIONS BEFORE EXCAVATION, AND NOTIFY ENGINEER IF ANY DISCREPANCIES. 18. IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE CODES, OR IF ANY CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY. NO CHANGE SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER. FOUNDATION NOTES 1. FOUNDATION DESIGN IS BASED ON 1500 PSF ALLOWABLE BEARING CAPACITY (PER CBC TABLE 1806.2) 2. FOUNDATION SHALL BE PLACED A MINIMUM OF 24" (UNLESS NOTED OTHERWISE) BELOW FINISH GRADE DIRECTLY ON UNDISTURBED VIRGIN SOIL, OR CERTIFIED COMPACTED FILL. 3. ALL IMPORTED SOIL SHALL BE TESTED AND APPROVED BY THE SOIL ENGINEER BEFORE BEING DELIVERED TO THE SITE. 4. CONTRACTOR SHALL PROVIDE PROPER SHORING, UNDERPINNING AND ALL MEASURES REQUIRED BY ALL NATIONAL, STATE AND LOCAL SAFETY PROVISIONS TO PROTECT ANY ADJACENT EXISTING FOUNDATIONS, PROPERTIES, STRUCTURES, STREETS, AND UTILITIES PRIOR TO ANY EXCAVATION 5. FINISH GRADE IMMEDIATELY ADJACENT TO THE BUILDING SHALL BE SLOPED MINIMUM 2% AWAY FROM THE BUILDING UNLESS NOTED OTHERWISE. 6. CONTRACTOR SHALL NOT POUR THE CONCRETE UNLESS ALL REINFORCEMENT, ANCHOR BOLTS, FRAMING HARDWARE, UTILITY CONDUITS AND PIPES, ETC., AND FORMWORK ARE PROPERLY PLACED, SECURED, AND INSPECTED BY THE BUILDING OFFICIAL OR BUILDING INSPECTOR. 7. FOOTING STEPS SHALL BE CONSTRUCTED AT MAXIMUM SLOPE OF 1 (VERTICAL) : 2 (HORIZONTAL) WHERE NECESSARY. 8. WHEN WATER IS ENCOUNTERED, EXCAVATIONS SHALL BE DEWATERED TO ALLOW INSTALLATION OF FOOTINGS IN DRY ATMOSPHERE. STEEL REINFORCEMENT NOTES 1. ALL STEEL REINFORCEMENT SHALL BE DEFORMED, CLEAN, FREE OF RUST AND CONFORM TO ASTM A615, GRADE 60. 2. WELDING OF STEEL REINFORCEMENT IS PROHIBITED (UNLESS NOTED OTHERWISE) 3. ALL WELDED WIRE MESH SHALL CONFORM WITH ASTM A185. 4. ALL STEEL REINFORCEMENT DETAILING SHALL CONFORM WITH ACI 318 CHAPTER 25. 5. ALL SPLICES SHALL BE CLASS "B". 6. ALL REINFORCEMENT BAR BENDS SHALL BE MADE COLD. HEATING BARS IS NOT PERMITTED. 7. ALL REINFORCEMENT SHALL BE SECURED IN PLACE AND INSPECTED BY THE BUILDING OFFICIAL OR BUILDING INSPECTOR BEFORE POURING THE CONCRETE. REINFORCED CONCRETE NOTES : 1. CONCRETE WILL HAVE A MINIMUM COMPRESSIVE STRENGTH AS FOLLOWS: A. SLAB ON GRADE......................2500 PSI 0 28 DAYS B. SPREAD FOOTINGS...................2500 PSI ® 28 DAYS C. CONTINUOUS FOOTINGS ..........2500 PSI ® 28 DAYS DESIGN CALCULATIONS ARE BASED ON 2500 PSI CONCRETE AND FOOTINGS ARE DESIGNED IN ACCORDANCE WITH CBC TABLE 1809.7; THEREFORE, SPECIAL INSPECTION IS NOT REQUIRED. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE. 3. MAXIMUM WATER-CEMENTITIOUS MATERIAL RATIO (W/CM RATIO) =0.55 4. MAXIMUM CONCRETE SLUMP SHALL BE 4"f1" FOR SLAB ON GRADE, SPREAD FOOTINGS, AND CONTINUOUS FOOTINGS. 5. ALL STEEL REINFORCEMENT SHALL BE PLACED TO PROVIDE MINIMUM CLEAR COVER PER CBC SECTION 1808.8.2 AND ACI 318 SECTION 20.6 AS FOLLOWS A. SLAB ON GRADE......................11" MINIMUM CLEAR COVER B. SPREAD FOOTINGS...................3" MINIMUM CLEAR COVER C. CONTINUOUS FOOTINGS ..........3" MINIMUM CLEAR COVER 6. ALL CONCRETE SHALL BE MIXED, TRANSPORTED, AND PLACED IN ACCORDANCE WITH ACI STANDARDS 318, 3014, AND 301. 7. ALL STEEL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. 8. WELDING OF STEEL REINFORCEMENT IS PROHIBITED (UNLESS NOTED OTHERWISE) 9. ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. 10. ALL CONCRETE WORK SHALL CONFORM WITH CBC CHAPTER 19 11. ALL CEMENT SHALL BE PORTLAND CEMENT AND SHALL CONFORM WITH ASTM C150. 12. ALL AGGREGATE SHALL CONFORM WITH ASTM C33 13. WATER SHALL CONFORM WITH ASTM C1602. 14. ADMIXTURE SHALL CONFORM WITH ASTM C494, ASTM C1017, ASTM C260, AND ASTM C1582. 15. CONTRACTOR SHALL NOT POUR THE CONCRETE UNLESS ALL REINFORCEMENT, ANCHOR BOLTS, FRAMING HARDWARE, UTILITY CONDUITS AND PIPES, ETC., AND FORMWORK ARE PROPERLY PLACED, SECURED, AND INSPECTED BY THE BUILDING OFFICIAL OR BUILDING INSPECTOR. 16. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THE LOCATION OF CONSTRUCTION JOINTS AND CONTROL JOINTS (IF NOT SHOWN ON PLANS) FOR APPROVAL PRIOR TO FORMING. 17. UNLESS SPECIFIED ON PLANS, CONTRACTOR SHALL NOT DRILL OR CORE IN EXISTING OR NEW CONCRETE TO RUN UTILITY CONDUIT OR PIPES OR ANY OTHER REASON WITHOUT THE ENGINEER'S APPROVAL. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING, MAINTAINING, AND REMOVAL OF FORM WORK, AND CONCRETE POURING IN ACCORDANCE TO ALL NATIONAL, STATE AND LOCAL SAFETY PROVISIONS. 19. IN CASE OF EXPOSURE TO SULFATE, OR OTHER SPECIAL EXPOSURE AS DEFINED IN ACI 318 TABLE 19.3.1.1, CONCRETE DESIGN SHALL BE IN ACCORDANCE WITH ACI 318 TABLE 19.3.2.1. 20. BEFORE POURING NEW CONCRETE AGAINST EXISTING CONCRETE, EXISTING CONCRETE SURFACE SHALL BE ROUGHENED TO f" AMPLITUDE. FASTENER TABLE FRAMING LUMBER NOTES : 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH AND CONFORM TO WEST COAST LUMBER INSPECTION BUREAU. 2. STRUCTURAL LUMBER SHALL CONFORM TO THE FOLLOWING GRADES UNLESS NOTED OTHERWISE: A. STUDS............................................NO.2 B. JOISTS AND RAFTERS....................NO.2 C. POSTS............................................NO.1 D. BEAMS AND HEADERS...................NO.1 E. TOP PLATES..................................NO.2 F. SILL PLATES ..................................NO.2 PRESSURE TREATED G. BLOCKING.......................................CONSTRUCTION GRADE 3. ALL WOOD MEMBERS IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WOOD. 4. ALL WOOD MEMBERS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED AND PAINTED WITH WEATHER PROOF PAINT. 5. MAXIMUM LATERALLY UNSUPPORTED STUD LENGTH, SIZE, AND SPACING SHALL BE AS FOLLOWS STUD SIZE LATERALLY UNSUPPORTED LATERALLY UNSUPPORTED AND SPACING STUD HEIGHT (ONE STORY) STUD HEIGHT (TWO STORY) 2X4 @ 16" O.C. 10'-0" 10'-0" 2X6 ® 16" O.C. 16'-0" 16'-0" 6. PROVIDE CONTINUOUS DOUBLE BLOCKING OR DOUBLE JOISTS AS APPLICABLE UNDER ANY NON -BEARING WALL BEARING ON FLOOR JOISTS (SEE PLANS FOR BEARING WALLS). 7. ALL NAILING SHALL BE IN ACCORDANCE TO CALIFORNIA BUILDING CODE, CHAPTER 23. 8. BOLT HOLES SHALL BE T�" LARGER THAN BOLT DIAMETER. ALL BOLTS SHALL HAVE WASHERS AND NUTS. 9. CONTRACTOR SHALL NOT CUT OR NOTCH EXISTING OR NEW WOOD MEMBERS UNLESS SPECIFIED ON PLANS. 10. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE 0.229"X3"X3" PLATE WASHER ON THE SUPPORTING MEMBER. HOLD-DOWN SHALL BE TIGHTENED TO FINGER TIGHT PLUS ONE-HALF WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING. 11. ALL HOLD-DOWN, BOLTS, WASHER PLATES, NAILS, OR ANY STEEL FASTENER IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED. 12. ALL BEAM AND JOIST HANGERS SHALL BE THE FULL DEPTH OF THE SUPPORTED MEMBER AND SHALL HAVE ALL HOLES FILLED IN WITH FASTENERS PER MANUFACTURER REQUIREMENTS TO ACHIEVE THE MAXIMUM CAPACITY OF THE HANGER. 13. ALL STRAPS, HOLD-DOWN, AND ANY HARDWARE CONNECTION SHALL HAVE ALL HOLES FILLED IN WITH FASTENERS PER MANUFACTURER REQUIREMENTS TO ACHIEVE THE MAXIMUM CAPACITY. 14. ALL LUMBER SHALL BE DRY TO 19% AND PLYWOOD SHALL BE DRY TO 15% AT TIME OF INSTALLATION AND WILL BE KEPT DRY AND PROTECTED AT ALL TIMES DURING CONSTRUCTION. 15. ALL POSTS EXTENDING TO LOWER FLOOR SHALL BE CONTINUOUS BETWEEN UPPER FLOOR BOTTOM PLATE AND BOTTOM FLOOR TOP PLATES WITH BLOCKING SAME SIZE AS THE POST OR AS SPECIFIED ON PLAN. 16. IF NOT SHOWN ON PLANS, PROVIDE A POST UNDER EACH END OF ANY BEAM, DOUBLE JOISTS, OR 3X MEMBER (SAME SIZE AS THE SUPPORTED MEMBER). 17. PROVIDE FULL DEPTH SOLID 2X BLOCKING AT 8'-0" O.C. MAXIMUM FOR FLOOR JOISTS AND ROOF RAFTERS. 18. USE CBC TABLE 2304.10.1 FOR FASTENERS. CONNECTION FASTENING REMARKS ROOF BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 4-81) BOX (2-1/2" X 0.113") TOE NAIL CEILING JOIST TO PLATE 4-81) BOX (2-1/2" X 0.113" TOE NAIL CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS 4-1 OD BOX 3" X 0.128" FACE NAIL COLLAR TIE RAFTER, FACE NAIL OR 1 X" 20-GAGE RIDGE STRAP 4-1 OD BOX 3 X 0.128 FACE NAIL RAFTER OR ROOF TRUSS TO PLATE 3-16D BOX NAILS (3-1/2" X 0.135 OR 3-10D COMMON NAILS 3" X 0.148" 2 TOE NAILS ON ONE SIDE AND 1 TOE NAIL ON OPPOSITE SIDE OF EACH RAFTER OR TRUSS ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER TO MINIMUM 2" RIDGE BEAM: 4-16D BOX (3-1/2- X 0.135 , OR 3-10D COMMON (3-1/2 "X 0.148" TOE NAIL 3-16D BOX (3-1/2- X 0.135" , OR 2-16D COMMON (3-1/2" X 0.162" END NAIL WALL STUD TO STUD (NOT BRACED WALL PANELS) 16D COMMON (3-1/2" X 0.162 24" O.C. FACE NAIL 10D BOX 3" X 0.128" 16" O.C. FACE NAIL STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS (AT BRACED WALL PANELS) 16D BOX 3-1 2" X 0.135" 12" O.C. FACE NAIL 16D COMMON (3-1/2- X 0.162 16" O.C. FACE NAIL ABUTTING STUDS AT INTERSECTING WALL CORNERS, FACE NAIL 16D (3-1/2- X 0.135 " 12" O.C. BUILT -UP HEADER (2" TO 2" HEADER WITH %" SPACER) 16D COMMON (3-1/2" X 0.162" 16" O.C. EACH EDGE FACE NAIL 16D BOX (3-1/2" X 0.135" 12" O.C. EACH EDGE FACE NAIL CONTINUOUS HEADER TO STUD 5-81) BOX (2-1/2" X 0.113" TOE NAIL 4 8D COMMON (2-1/2- X 0.131" TOE NAIL TOP PLATE TO TOP PLATE 16 COMMON (3-1/2 " X 0.162" 16" O.C. FACE NAIL 10D BOX 3 X 0.128 12" O.C. FACE NAIL DOUBLE TOP PLATE SPLICE 8-16D (3-1/2" X 0.135") FACE NAIL ON EACH SIDE OF END JOINT MINIMUM 24" LAP SPLICE LENGTH EACH SIDE OF JOINT BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT BRACED WALL PANELS) 16D COMMON (3-1/2" X 0.162" 16" O.C. FACE NAIL 16D BOX (3-1/2" X 0.135 " 12" O.C. FACE NAIL BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING AT BRACED WALL PANEL 3-16D BOX (3-1/2" X 0.135"), OR 2-16D COMMON (3-1/2" X 0.162" 3 EACH 16" O.C. FACE NAIL 2 EACH 16" O.C. FACE NAIL TOP OR BOTTOM PLATE TO STUD 4-81) BOX (2-1/2" X 0.113"), OR 3-16D BOX (3-1 /2"X 0.135"), OR 4-81) COMMON (2-1/2" X 0.131)" TOE NAIL 3-16D BOX 3-1 2 X 0.135 , OR END NAIL 2-16D COMMON 3 3F X 0.135 , OR 2-10D (3" X 0.162"), OR 3-10D BOX 3" X 0.128" END NAIL TOP PLATES, LAP AT CORNERS AND INTERSECTIONS 3-10D BOX (3" X 0.128"), OR 2-16D COMMON 3 1 2" X 0.162" FACE NAIL FLOOR JOIST TO SILL, TOP PLATE OR GIRDER 4-81) BOX (2-1/2- X 0.113 , OR 3-81) COMMON (2-1/2" X 0.131), OR 3-10D BOX 3" X 0.128" TOE NAIL RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE (ROOF APPLICATIONS ALSO) 8D BOX (2-1/2- X 0.113" 4" O.C. 8D COMMON (2-1/2" X 0.131"), OR 10D BOX 3" X 0.128" 6" O.C. BAND OR RIM JOIST TO JOIST 3-16D COMMON (3-1/2- X 0.162 , OR 4-10D BOX 3" X 0.128" END NAIL BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS 20D COMMON (4" X 0.192"), OR NAIL EACH LAYER AS FOLLOWS: 32" O.C. AT TOP AND BOTTOM AND STAGGERED. 10D BOX (3" X 0.128"), OR 24" O.C. FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES AND: 2-20D COMMON (4" X 0.192"), OR 3-10D BOX 3" X 0.128" , FACE NAIL AT ENDS AND AT EACH SPLICE LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16D BOX (3-1/2 "X 0.135"), OR 3-16D COMMON (3-1/2- X 0.162), OR 4-10D BOX 3" X 0.128" AT EACH JOIST OR RAFTER, FACE NAIL BRIDGING TO JOIST 2-10D 3" X 0.128" EACH END, TOE NAIL DESIGN CRITERIA: 1. BUILDING CODE : PLANS ARE PREPARED IN ACCORDANCE TO CALIFORNIA BUILDING CODE 2022 (CBC 2022). ALL WORK SHALL BE PERFORMED IN ACCORDANCE TO THIS CODE, AND LOCAL REQUIREMENTS. 2. GRAVITY LOADS: ROOF DEAD LOAD = 17 PSF ROOF LIVE LOAD = 20 PSF FLOOR DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF 3. SEISMIC DESIGN PARAMETERS (GOVERNING THE DESIGN) RISK CATEGORY = II SITE CLASS = D SEISMIC DESIGN CATEGORY = D SS = 1303g S, = 0.464g Fa = 1.2 SpS = 1.042g SEISMIC RESISTING SYSTEM = LIGHT -FRAME (WOOD) WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE R = 6.5 CS = 0.16 ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE REDUNDANCY FACTOR = 1.3 4. WIND LOAD PARAMETER (NOT GOVERNING THE DESIGN) WIND RISK CATEGORY =11 WIND EXPOSURE = C WIND SPEED = 95 MPH SPECIAL INSPECTION NOTES SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING ITEMS) PER CBC CHAPTER 17 1. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR ADHESIVE ANCHORS INSTALLED IN HARDENED CONCRETE MEMBER (CBC TABLE 1705.3). SYMBOL LEGEND NUMBER OF DETAIL HORIZONTAL STRAP S# # MSTXX SHEET WHERE DETAIL IS DETAIL REFERENCE LOCATED ® VERTICAL STRAP 10, SIMPSON HDU HOLDOWN # NUMBER OF DETAIL S# # SHEET WHERE DETAIL IS SECTION CUT LOCATED ###- BEAM OR HEADER # NUMBER OF DETAIL LIMIT OF JOISTS OR RAFTER S# # SHEET WHERE DETAIL IS ELEVATION VIEW LOCATED DIRECTION OF JOISTS OR RAFTERS NUMBER OF DETAIL S#. SHEET WHERE DETAIL IS LOCATED -_j DETAIL CALLOUT # SHEAR WALL TYPE Is (PER SCHEDULE) SW SHEAR WALL LENGTH ;;;SHEAR WALL DESIGNA11ON SHEARWALL SYMBOL ABBREVIATIONS LIMIT OF JOISTS OR RAFTER DIRECTION OF EXISTING JOISTS OR EXISTING RAFTERS @ AT TOT TOTAL B.N. BOUNDARY NAILING LINO UNLESS NOTED OTHERWISE BM BEAM W/ WITH CENTER LINE W/0 WITHOUT CLR CLEAR CBC CALIFORNIA BUILDING CODE DF DOUGLAS-FIR LARCH DIA DIAMETER EQ EQUAL E EXISTING FG FINISH GRADE FT FOOT HDR HEADER IN INCH Le BOLT EMBEDMENT MAX MAXIMUM N NEW MIN MINIMUM O.C. ON CENTER PSF POUND PER SQUARE FOOT PLF POUND PER LINEAR FOOT SQ.FT. SQUARE FOOT SIM SIMILAR TYP TYPICAL Ir ningpffm� 8u Om A00ox - Aff R I%VC T EXCEPT THE I,QRD GUILD THE NDUS THEY LABC 14 VAIN TNAT 10110 17 M ter 16" RIMPAU "[, SUITE 210 CORONA, C A MN Date,: lei. ( fl560-1385 eolioeeriogsolutioos,info@lmoil.com Drawings and written material appearing herein constitute original and unpublished work of ES Egineering Solutions and may not be duplicated used or disclosed without written consent of ES Engineering Solutions. eWESS/441 � c George F Endrawes w m O C915o6$ 1 1 PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A-H, SAN TA AN A, CA 92701 1322 FRENCH ST, SANTA ANA, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing Title STRUCTURE NOTES DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No so"o IS ninui genFy I EXISTING STRUCTURAL CONCRETE SLAB BELOW ADD SHEATHING ON BOTH SIDES (N) 4X6 POST WITH HD5B TO STRUCT. SLAB BELOW, TYP (E) POST 7 TO REMAIN SW 1 ' S3.1 1 ----------- (E) POST 1 TO REMAIN (E) POST SW 1 (E) POST ® WITH HD-5 TO TO REMAIN STRUCT. SLAB BELOW, TYP 4 (E) CONCRETE E POST WALL BELOW TO REMAIN S3.0 ---------------------------- z ----------------- - — -r ,- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -r I I I I I I I I I I I I (E) POST TO REMAIN TYP I s3.o I I I I I I I I I (E) CONCRETE r I II PAD TO REMAIN (E) POST J (E) POST - TO REMAIN TO REMAIN (EXISTING SLAB ON GRADE) �- APPLY REDGARD EPDXY WATERPROOFING COAT (ESR-1413) ON ALL EXISTING SLAB `�- PER MANUFACTURER REQUIREMENTS POST (E) POST - REMAIN TO REMAIN 7 (E) POST TO REMAIN BUILDING-4 ENLARGED FOUNDATION PLAN (TYPICAL UNIT PLAN NOTES: 1. FOR GENERAL, AND MATERIAL NOTES, SEE SHEET S0.0. 2. FOR SYMBOL LEGEND, AND ABBREVIATION, SEE SHEET S0.0. 3. CONTRACTOR SHALL VERIFY EXISTING FOUNDATION SHOWN AND NOTIFY ENGINEER IF ANY DISCREPANCIES. 4. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION. 5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS. 6. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED. 3/8" = 1'-0" LEGEND: EXISTING 2X STUD WALL TO REMAIN NEW 2X STUD WALL - - - EXISTING FOOTING I I I (N) 4X6 POST (E) POST TO REMAIN \ \ (E) POST \ TO REMAIN / \ / I__I (E) POST TO REMAIN (E) POST TO REMAIAI BEAM �I0 _ z� ----- -L ----J (E) POST \— (E) POST TO REMAIN TO REMAIN ADD SHEATHING ON BOTH SIDES F�— (E) POST S510 SW 1 F_ In U TO REMAIN ,_ U 1 MST48 — (E) HDR — — — — — — — — — (N) 4X12 DFL 1 MST48 E POST SW 1 W/ MST48 5.0 10 TO REMAIN \ TO REMAIN (N) 4X6 POST S10 U_ 1J I W —(E) BEAM — — — — OW (E) POST (E) POST — TO REMAIN TO REMAIN ------ (N) HDR I (N) IHDR� I I I I I I /)''�� L =_L1_ _ LF ---� II II II n II I I I I I I I I 0 L� ----- n, (E) HDR II � II (E) POST TO REMAIN BUILDING-4 ENLARGED. 2ND FLOOR FRAMING PLAN (TYPICAL UNIT 3/8" = 1'-0" ,0 (N) 4X6 POST (E) POST TO REMAIN PubficWork Special Inspection Program and Designation oI e , Special Inspectors SPECIAL INSPECTIONS (Only checked items are reguiredp INSPECTION ITEMS SPECIAL INSPECTORS(S) NA111E, PHDRE NUMBER REGISTRATIC14 4 Concrete (Design Mix. Farm WoFk. Placement, etc-, per table 1705-3) Erection of Pre -Cast Concrete Members Malts Installed in Concrete :: reinforcing Steel and Pre-S�essing 5te,el Tendons Structural Wekting.'Rebar Welding High -Strength Bolfing!Material Verification Steel Frame Joint Details All 'Masonry Construction S waged Fire -Resistive Materials Stlotcrete ICtmrig Temperature, design Mix, Placemena Strength etc. pertable 1705.3 Soils Excavadon Fill, etG- per table 1705.5) Smoke -Control System Driven Piles per Table 170-7 Cant in Place Piles per TaNe 1705.8 Mastic arvd Intumescent Fire -Resistant Coatings Exterior Insulation and Finish S gems fEIFSI Wood for High -Load Diaphragms M/Otthers Derive =cbaxs i=tsdled in hex��ed ron�csete �rtra y IDthers NV d shies vs:A3 wlaa_-e E6 to NG= spacing O;E sbcathi iq iL ecraLl oz La55 than 4" .: Others :. Others DECLARATION BY OWNER OR ARCHITECT!ENGI.NEER OF RECORD: I, the r Owner En ineer ar Architect of recamd, declare that the above :listed Special Irrspectorts) mare hired by me- Emad Ghobrial �� r 4'�d 11l1212025 Print Name Signatl6re date dill N- Rass Strr M terra Ara, CA 92701 +�•�. licutixks.v©m P.Q. Box 4048. Santa Ara. CA927g2 n�a 71.4.N7.88138 I rn rXeServtces. ocgov.o= PublicWorks Structural Observation Report Forms STRUCTURAL OBSERVATION means the visual observation of the structural system, for general conformance to the approved plans and specifcatiGns, at significant construction stages and at earn pletion of the structural system. Structural observation does not include or wraive the responsibility for the inspections required by Sec�ion 110, 17CL4 or other sections of the Code. Report Nc?. This report includes all constructions %vork through days of , 20-- Page No. of PROJECT ADDRESS: STRUCTURAL OBSERVER OF SOR PHONE NO.: 1313 t1 SP=061 ST. UNIT A-H, RECORD (SCR1: &wilding Permit No.: Stme-Ural Observation Dbserver Professional UrJReg. Dbrierver Phone Mo-_ performed by: No-: OBSERVEI) STRUCTURAL ELEMENTS ,AND- THEIR CONNECTIONS PORTION FOUNDATION '1hlIALL FRAMES FLOOR OBSERVED, IF NOT WHOLE ® Footing, Stern Walls ❑ ❑ Steel Moment ❑ Concrete Ccrx-rQ a Frame ❑ Mat Foundation ❑ ❑ Steeli graced Frame ❑ Steel Masonry D L. CA ❑ Caisson, Piles, Grade [K Wooaf ❑ Concrete Marnenuut ❑ Wood Beams Frame ❑ Retaining Foundation ❑ C1her: ❑ hiam my Wall) ❑ Others: Hillside Special Anc&pors Frame ❑ O Hrers: ❑Others: Remarks: I DECLARE THAT THE FDLL{!WING ARE TRt1 E TO THE 13EST OF MY KNOWLEDGE- 1 . I am the engineer or aro h4ect retained by thre o%rer to be in responsible charge for the structural observation in aomrden a �AM the requirements of the County of Grange. 2. I, or another Engineer or Arohitect who I have designated above and is under my responsible- charge, has performed the required site visits at each significant construcnon stage to uenty if the str,rchure is in general conformance with approved plans and speocficarbons; SIGNATURE DATE 3t1r1 N- FIayer Street. Santa Ana, CA 0M3 P.O. Box 4M8, Sarvta Ana, CA 027M24W Revised MM17 STD OF STRUC MMAL OBSERVER of RECORD w%%w_ oTu bliewo rks- craw P: 714.N7.B&M I F: 714,667.7675 ecpC ustrxrtierC:are Cprtir-ar�v- cmmr Oftff 0113 PM C r7T' [: EXCEPT TIE LORD BUILD THE NOUSE. THEY LABOR 11 VAIN TNAT BUILD IT Miwtei 651 NPH W, S0111 210 CORONA, C A 128N D t : lei, (909 M-1385 eogifleeriopolufioos,iDfo@gmoiI.com Drawings and written material appearing herein constitute original and unpublished work of IS Egineering Solutions and may not be duplicated used or disclosed without written consent of IS Engineering Solutions. Q�OVESSIONq� F� ,Ac w George F Endrawes m Of C91685 PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A-H, SAN TA AN A, CA 92701 1322 FRENCH ST, SAN TA AN A, CA 92701 No. Date Issue Project No. 282023 scale NOTED D r a w i n g T i t I e8LD-4 ENLA. FOUND.&FRAMING PLN DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No S1 0 0 Ir ninui genFy I (N) 4X4 POSES W/ HDU2 W/ HDU2POST 73 (N) 4X6 POST W/ HDU2 (S3' (N) 4X4 W/ HDU2 (N) 4X6 I W/ HDU2 (N) 4X4 W/ HDU2 (N) 4X4 W/ HDU2 (N) 4X6 W/ HDU2 (N) 4X4 W/ HDU2 (N) 4) W/ HE (EXISTING SLAB ON GRADE) APPLY REDGARD EPDXY WATERPROOFING COAT (ESR-1413) ON ALL EXISTING SLAB PER MANUFACTURER REQUIREMENTS I 8 ; ,--- -- ---- --------------- 1 1 I I II 3.0 1 l 15 -7 I SW 5 I I I; II I I II <'; I I I S3.0 I I II I I I II I I I ADU FOUNDATION PLAN- 3/8 - i -o 131 LEGEND: EXISTING 2X4 STUD WALL TO REMAIN Ill NEW 2X4 STUD WALL - - - EXISTING FOOTING NEW CONCRETE FOOTING 0 (N) 4X4 POST 3.1 W/ HDU2 (N) 4X4 POST 3.1 W/ HDU2 (N) 4X6 POST 3.1 W/ HDU2 (N) 4X4 POST 3.1 W/ HDU2 (N) 4X4 POST W/ HDU2 4X4 POST HDU2 ?4"X12" ;RETE PAD ,4) #4 EACH BOTTOM MAT (N) 6X6 POST (N) 4X4 POST (N) 4X4 POST (N) 4X6 POST (N) 4X4 POST (N) 4X4 POST (N) 4X6 POST (N) 4X4 POST (N) 4X4 POST 4X6 PO 651P, POST (N) 4X4 POST (N) 4X4 POST - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - 7 (N) 4X4 POST 4X4 S5.0 POST ST \�F SW \Q J � I I 9 (N) 4X6 POST 7 6 �v S5.0 S5.0 I ^ II I I (N) 4X4 POST � I cow - T _j "I I N I I I r` I r2 S5.0 S5.0 I IM (E) RR I (E) RR ` I (E) RR I `I (N) CJ I (N) CJ (N) CJ of X I z S6.0 z I III m m (N) 4X4 POST TYP" ! r. l 2 �� v v' I �(N) 04 POST I I I I ROOF \S6.p DIAPHRAGM, TYP ADU ROOF FRAMING PLAN 3/8" = 1'-0" (N) 4X4 POST (N) 6X6 PRESSURE TREATED POST BEAM AND JOIST SCHEDULE BEAM OR JOIST DESCRIPTION (N) CJ NEW 2X4 ® 16" O.C. TO MATCH E-CJ (N) RR NEW 2X6 ® 16" O.C. TO MATCH E-RR (N) BM-1 NEW 3.5"X 9.5" PARALLAM PSL GRADE 2.2E (N) BM-2 NEW 3.5"X 9.5" PARALLAM PSL GRADE 2.2E (N) BM-3 NEW 3.5"X 11.25" PARALLAM PSL GRADE 2.2E (N) HIP NEW 2-2X6 HIP BOARD TO MATCH E-HIP (N) VALLEY NEW 2-2X6 HIP BOARD TO MATCH E-VALLEY Special Inspiection Program and Designation nl' Special Inspectors SPECIAL INSPECTIONS (Only checked items are required) INSPECTION ITEMS SPECIAL INSPECTORS(S) NAME, PROM NUMBER REGISTRATION P Concrete {Design Mix, Farm V'rark. Placement. etc., per tatale 1705.3) Erection of Pre -Cast Concrete Mernbers Bolts Installed in Concrete Reinforcing Steel and Pre -Stressing Steel Tendons Structural VWeldingrRebar Y4elding High -Strength &alai nglMlaterial ttlerificatiorl Steel Frame Jo nt ❑eta.ils All iMasonry Construction Sprayed Fire -Resistive Materials Shotcretle (Curing Temperature, Design Mix, Placement, Strength etc- per tshfe 1705.3 Soils (Excavation, Fill etc. W table 1705.16 Smoke-ControlSystern I❑riven Piles per Table 1705.7 Cast in Place Piles per Table 1705_8 Mastic and Intumescent Fire -Resistant Coatings Exterior Insulation and Finish Systems (EIFS) VYDcd for H h-Lam Diaphragms z others wood she6t xalls wbv--.rr fastener zeroing off sheatbi. g is equil or lrza than `r" Others Others DECLARATION BY OWNER OR ARCIIITECT�ENGINEER OF RECORD: I, the y; Owner Engineer -ar Architect cf record, declare thatthe above listed Special lnspecterl(s) istare hired by me. Fmd Ghobrial Print Narnne 6G1 N. Ross. Street, Santa,Ana. CA 92701 P.O. Box 4048, Santa Poa. CIA 92702 48 Signer rye 11 a 1212025 Date wvmr.ahl i aaaxks. ern 714.667.8813111 rnyOCeServices.oq�w.cont Structural Observation Report Form STRUCTURAL OBSERVATION means the visual observation of the structural system, for general c onfoFinallce tv the approved plans and specifickons. at significant construction stages and at completion of the structural system. Structural observation does not include or waive the responsibility for the inspections required by Section 110, 1704 or other sac: ions of the Cade. Report No. This report includes all construction work through days of , 20 Page No_ of - PROJECT ADDRESS: STRUCTURAL CrBSERVER OF SOR PHOME ND.: 1322 rer A ST, RECORD (EOR}: wilding Permit No.: Struchnrel Observstion Gbserver Professional UcAieg. Observer Phnne No- -performed bar: No. «:a:�l*�ar��::�e•�r��:�r���a����Laals�s��E•�::Ea i:�•���:I:E��r���ali-� PORTION FOUNDATION WALL FRAME'S FLOOR OBSERVED, IF NOT V4'H OL.E Footing, Stem VYalls ❑ ❑ Steer WmenI ❑ Concrete Gnrrcrers Frame ❑ Mat Foundation ❑ ❑ SteA Braced Frame ❑ Steel. MasEmry Deck ❑ Caisson. Pries. Grade ® Wood ❑ Concrete Moment ❑ Wood BCOM Frame ❑ Retaining Foundation ❑ Other: ❑ Masonry'dwrilr ❑ Othem- Hills-ide Special Anchors Frame ❑ Others. ❑ Cuers: Remarks -- I DECLARE THAT THE FOLLOW114G ARE TRUE TO THE LEST OF MY KNOWLEDGE: 1- 1 alm the engineer or architect retained by the kmcter to be in responsible charge for Me structural cbsaervation in aocondence wish the requirements of the County of Orange.. 2. 1. or another Engineer or Archaect who I have designated above and is under my responsible charge, has performed the required site visit at each signffr-ant construrxion stage to verify if the st ucture is in general conformance Wth approved plans and speciftarions: SIGNATURE DATE 110 N. Flamer Street Santa Arta, CA 92703 P.O. Box 4048, Santa Ana, MCA 827024D48 Revised =17 m S7f UUP OF STRUCTURAL OBSFaVER OF RECORD vr%w.acpubiicmy*_s.com P: 714.15BTUN I R 714_ti97.757s '5 kxpCuslxxrwrCa.rew.vccgay.=n PLAN NOTES: 1. FOR GENERAL, AND MATERIAL NOTES, SEE SHEET S0.0. 2. FOR SYMBOL LEGEND, AND ABBREVIATION, SEE SHEET S0.0. 3. CONTRACTOR SHALL VERIFY EXISTING FOUNDATION SHOWN AND NOTIFY ENGINEER IF ANY DISCREPANCIES. 4. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION. 5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE ORDERING ANY MATERIALS. 6. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR CONSTRUCTION UNLESS PERMIT IS ISSUED. OR pnv I C T EXCEPT TIE LORD BUILD THE NOUSE. THEY LABOR IN VAIN TNAT BUILD IT M ter Ib51 NPH W, S0111 210 CORONA, C A 128N Date': lei, ( fl5bo-1385 cogiDeeriol solutioos,iDfo@gmoil.com Drawings and written material appearing herein constitute original and unpublished work of IS Egineering Solutions and may not be duplicated used or disclosed without written consent of IS Engineering Solutions. Q�'OVESS/0/v c w George F Endrawes m C91685 PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A-H, SAN TA AN A, CA 92701 1322 FRENCH ST, SAN TA AN A, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing T i t l e-4DU FOUND.& FRAMING PLAN DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No S2,,O BOTTOM OF EXISTING BEAM P 15/32 WOOD STRUCTURAL 23/32 WOOD STRUCTURAL PANELS —STRUCTURAL I OSB PANELS—STRUD—I—FLOOR APA EDGE NAILING:8d @ 6" O.C. RATED SHEATHING TONGUE FIELD NAILING:8d @ 12" O.C. SHEAR WALL SHEATHING (SEE SHEAR WALL AND GROOVE BOUNDARY NAILING:10d @ 6" O.C. 80" MINIMUM CLEAR TO BOTTOM SCHEDULE 3/S6.0) EDGE NAILING:10d @ 6" O.C. OF EXISTING BEAM NEW s"ANCHOR BOLT @ 32" FIELD NAILING:10d @ 12" O.C. O.C. W/ 0.229"X3"X3" PLATE NEW POST WASHER TO EXISTING PER PLAN CONCRETE W/ SIMPSON 0.157" DIA SIMPSON PDPA @ 16" 2X DFL NO.1 PRESSURE SET-3G (ESR 4057), SPECIAL O.C. W/ 1 "' MIN EMBEDMENT TREATED JOISTS @ 16" O.C. NEW 2X PRESSURE INSPECTION REQUIRED (PLATE 2X @ 16" STUD WALL ICC—ESR 2138 ( ) (LEVEL WITH EXISTING EXISTING TREATED SILL PLATE WASHER MUST BE PLACED WITHIN "' OF SHEATHING) NEW HD PER PLAN CONCRETE SLAB) X CONCRETE SLAB Q NEW 2X PRESSURE 51, Ln M NEW CONCRETE STEM BLOCKING (FULL LENGTH GR36) W/ NUTS AND WASHERS — — — — — — — TOP OF NEW STEM TO MATCH TOP OF OF SHEAR WALL) 2X4 PRESSURE TREATED EXISTING SLAB ON o 0 0 0 0 D EXISTING STEM ON ROUGHEN EXISTING CONCRETE SURFACE TO SILL PLATE GRADE BOTH SIDES a' AMPLITUDE EXISTING 2X PRESSURE TREATED SILL PLATE EXISTING CONCRETE SLAB 0 REMAIN T \ B N INTACT / FINISH GRADE //� r _ _ _ _ _ _ _ B.N_ B.N. _ _ _ _ — _ _ SIMPSON A24 @ 16" O.C. BOTH SIDES (ALTERNATING AS SHOWN) #5 CONTINUOUS / 6„ ///.�/// _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _—_O \j\�'�� /��/ \/\�/'�� /��/ _ W"'X24" TITEN HD SCREWS TO CONCRETE SLAB, ESR-2713 AND EXISTING CONCRETE BEAM (2) 0.148 NAILS TO JOIST, TYP CURB SEE DETAIL 4/— #4 DOWEL @16"O.C. SEE ,DETAIL / TYP EXISTING CONCRETE SLAB ON GRADE EXISTING CMU W/SIMPSON SET—XP — — RETAINING WALL (ESR 2508),SPECIAL EXISTING INSPECTION REQUIRED REINFORCEMENT TO EXISTING CONCRETE EXISTING CONCRETE FOOTING REMAIN INTACT, TYP FOOTING (EXISTING REINFORCEMENT NOT SHOWN) NEW STEM DETAIL POST CONNECTION DETAIL TYPICAL NON BEARING PARTITION WALL FLOOR LEVELING DETAIL 2 3 4 NO SCALE NO SCALE NO SCALE NO SCALE WHERE STUCCO IS APPLIED OVER SHEATHING, PROVIDE 2—LAYERS GRADE "D" PAPER UNDER LATH NEW SHEAR WALL SHEAR WALL SHEATHING 2X @ 16" SHEATHING PER 3/S6.0 (SEE SHEAR WALL STUD WALL O.C. SCHEDULE 3/S6.0) EACH WAY EXISTING 2X STUD WALL 2X4 PRESSURE TREATED SILL NEW "' ANCHOR BOLT @ 24" O.C. NEW FOOTING EXISTING FOOTING PLATE W/ "'X14" ANCHOR BOLT W/ 0.229"XYXY PLATE WASHER. cn CONCRETE SLAB ON GRADE EXISTING 2X PRESSURE TREATED SILL PLATE W/ 0.229"X3"X3" PLATE WASHER EXISTING CONCRETE W/ SIMPSON TO WASHER MUST BE PLACED WITHIN COONISOTRUCTION NAL JOINT SET-3G (ESR 4057), SPECIAL INSPECTION REQUIRED (PLATE >>> z OF SHEATHING (FOR ANCHOR BOLT SPACING, SEE SHEAR WALL 6„ ¢ z 4" CONCRETE SLAB ON GRADE, I WASHER MUST BE PLACED WITHIN z 2" ROUGHEN EXISTING CONCRETE # 5 DOWEL TO EXISTING FOOTING W SIMPSON SET-3G / SCHEDULE 3 S6.0 / ) CURB m < � SEE TYPICAL SLAB ON GRADE 1 =::....:..:::,;:.:.:.::.::::><:<::::::.:.::::;:;,>>:.:.; ;:.:.....::.;::: :'::',:; ;::•::':;:::.:,;::.;:.:,::,::..:::`..<.,.::., OF SHEATHING)(MINIMUM 3 BOLTS PER SHEAR WALL) SURFACE TO a AMPLITUDE z c� DETAIL PER DETAIL 7/— } `� 36 6" (ESR 4057),SPECIAL INSPECTION REQUIRED (2 TOP #5 CONTINUOUS �'N o Q F, (EXTEND SLAB REINFORCEMENT INTO FOOTING) B.N. & BOTTOM, TOT 4) z \//j//� \ f FINISH GRADE 5E B.N. —-------- \//�//\ C)z 2 LAYERS OF SAND FINISH GRADE GRANULAR MATERIAL ow� n 0 0:.....:.......,.: (CRUSHED ROCK) NEW FOOTING/\//� 10—MIL POLYETHYLENE — — 36" /.� REINFORCEMENT c� PLASTIC OVERLAPPED A SEE DETAIL 2/— PLAN MINIMUM OF 6" ' #4 r__ DOWEL @ 16" O.C. EXISTING CONCRETE FOOTING 2—#5 TOP AND 2—#5 (EXISTING REINFORCEMENT 3" CLR BOTTOM (TOTAL 4) NOT SHOWN) TYP 1'-0" CONTINUOUS CONCRETE FOOTING EXISTING TO NEW FOOTING DETAIL EXTERIOR FOOTING TYPICAL SLAB ON GRADE DETAIL ANCHOR BOLT RETROFIT 5 6 8 NO SCALE NO SCALE NO SCALE NO SCALE #4 @ 16" O.C. DOWEL TO 0.157" DIA SIMPSON PDPA @ 16" PRESSURE TREATED POST EXISTING FOOTING W SIMPSON / SET-3G (ESR 4057) SPECIAL REMOVE EXISTING CONCRETE STEM O.C. W/ 1 "' MIN EMBEDMENT PER PLAN INSPECTOR REQUIRED REMOVE EXISTING CONCRETE STEM 2X @ 16" STUD WALL (ICC—ESR 2138) HOT DIPPED GALVANIZED NEW SLAB ON GRADE PER EXISTING CONCRETE SIMPSON CB 7/— EXISTING CONCRETE SLAB ON GRADE SLAB ON GRADE 2X4 PRESSURE TREATED 4" CONCRETE SLAB ON CONCRETE PAD V17 SILL PLATE GRADE, SEE "TYPICAL SLAB ON GRADE DETAIL", PER --——————— --------- DETAIL 7/— FINISH GRADE //\ � (4) #4 EACH WAY (TOTAL 8) 30" ROUGHEN EXISTING 3" CLR TYP CONCRETE SURFACE TO EXISTING CONCRETE FOOTING EXISTING CONCRETE FOOTING 24" SQUARE 4" AMPLITUDE (EXISTING REINFORCEMENT (EXISTING REINFORCEMENT NOT SHOWN) NOT SHOWN) NEW SLAB TO EXISTING FOOTING DETAIL EXISTING CONCRETE STEM REMOVAL DETAIL TYPICAL NON BEARING PARTITION WALL CONCRETE PAD 9 1 0 11 12 NO SCALE NO SCALE NO SCALE NO SCALE 11 nin�Bu genFy I R Pm I C 01-T, EXCEPT TIE LORD BUILD THE HOUSE, THEY LABOR IN VAIN TYAT BUILD IT i ter 651 RIUPAU AVE, SUIiE 210 CORONA, C A 92819 t 1eL (909�560-1J85 eogioeeriogsolulioos.iofo0gmail.com Drawings and written material appearing herein constitute original and unpublished work of IS Egineering Solutions and may not be duplicated used or disclosed without written consent of IS Engineering Solutions. VOVESS/44q c George F Endrowes Of C91685 0 PROJECT: N GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A-H, SAN TA AN A, CA 92701 1322 FRENCH ST, SAN TA AN A, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing TitIe:STRUCTURE DETAILS DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No P'ahnnuil genkY � SILL PLATE EDGE EXISTING 2X PRESSURE TREATED SILL PLATE 8" DIA ANCHOR BOLT (F1554 GR.36) W/ SIMPSON SET-3G (ESR 4057), SPECIAL INSPECTION REQUIRED FINISH GRADE #4 5 6" O.C. W/ SIMPSON SET—XP (ESR 2508), SPECIAL INSPECTION REQUIRED 6" MIN SILL PLATE EDGE ANCHOR BOLT EDGE OF CONCRETE, TYP OR BOLT, TYP OF CONCRETE, TYP WE NEW SHEAR WALL SHEATHING PER 3/S6.0 SIMPSON HDU PER PLAN 2X BLOCKING FULL LENGTH OF WALL EXISTING CONCRETE STEM L r'T 2 #5 CONTINUOUS I ROUGHEN EXISTING — — CONCRETE SURFACE TO 4" AMPLITUDE,TYP EXISTING CONCRETE FOOTING (EXISTING REINFORCEMENT NOT SHOWN) NEW CONCRETE EXTENSION (SAME DEPTH AS EXISTING FOOTING) HOLD—DOWN DETAIL NO SCALE SILL PLATE EDGE IVIIIN PLAN VIEW ® CORNER NOTES: 1. FOR ANCHOR BOLT TYPE AND EMBEDMENT LENGTH, SEE HOLDOWN TABLE, DETAIL 4/- 2. FOR ANCHOR BOLT TYPE, USE GARAGE CURB ANCHORS. 3. FOR SIDS SCREWS, SEE HOLDOWN TABLE, DETAIL 4/- 4. FOR MISSING INFORMATION, SEE DETAIL 6/S3.0 SIMPSON HDU HOLDOWN, WITH ANCHOR BOLT, SEE NOTES 1 AND 2 FINISH GRADE HOLDOWN DETAIL NO SCALE SILL PLATE EDGE ANCHOR BOLT EDGE OF CONCRETE, TYP "''OR BOLT, TYP OF CONCRETE, TYP EXISTING 2X PRESSURE TREATED SILL PLATE $" DIA ANCHOR BOLT (F1554 GR.36) W/ SIMPSON SET-3G (ESR 4057), SPECIAL INSPECTION REQUIRED FINISH GRADE HOLD—DOWN DETAIL NO SCALE EXISTING 2X PRESSURE TREATED SILL PLATE NEW SHEAR WALL SHEATHING PER 3/S6.0 I I SIMPSON HDU MINI � PER PLAN I i EXISTING CONCRETE STEM rB. I I I I I I EXISTING CONCRETE FOOTING (EXISTING REINFORCEMENT NOT SHOWN) ANCHOR BOLT RETROFIT NO SCALE NEW SHEAR WALL SHEATHING PER 3/S6.0 EXISTING 2X STUD WALL NEW "' ANCHOR BOLT @ 12" O.C. W/ 0.229"X3"X3" PLATE WASHER TO EXISTING CONCRETE W/ SIMPSON SET-3G (ESR 4057), SPECIAL INSPECTION REQUIRED (PLATE WASHER MUST BE PLACED WITHIN 2" OF SHEATHING)(MINIMUM 3 BOLTS PER SHEAR WALL) EXISTING REINFORCEMENT TO REMAIN INTACT, TYP EXISTING CONCRETE SLAB TO REMAIN INTACT ANCHOR BOLT Le (EMBEDMENT LENGTH) HOLDOWN SIDS SCREWS MID WALL GARAGE MID WALL GARAGE /CORNER CURB /CORNER CURB HDU2 SSTB16 SSTB20 12"' 16"' (6) a X 22 SIDS O OR PMrTl C EXCEPT TIE LORD BUILD THE HOUSE, THEY LABOR IN VAIN TYAT BUILD IT M ter 651 NPH W S011E 210 CORONA, C A 128N D t : lei. (909 m-1385 NOTES: eo9ioeerio9solutloos,iDfo@gmoil.com L 1. MINIMUM EDGE DISTANCE IS 1"'. MINIMUM END DISTANCE IS 5" FOR SSTBs, AND SB1X30; 4"' FOR SB5/8X24 2. S131X30 REQUIRES FOOTING WIDTH TO BE 18" WIDE. HOLDOWN TABLE NO SCALE Drawings and written material appearing herein constitute original and unpublished work of IS Egineering Solutions and may not be duplicated used or disclosed without written consent of IS Engineering Solutions. Q�OFESS/0/v c George F Endrawes Of C916 5 PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A-H, SAN TA AN A, CA 92701 1322 FRENCH ST, SAN TA AN A, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing T i t I e: STRUCTURE DETAILS DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No S3"i Standard CM U Block Wall Detail The purpose of this Information Bulletin is to assist owners and builders who may choose to erect simple freestanding concrete masonry unit (CM U) block walls using the Department's standard detail. This Information Bulletin provides general requirements and specifications for the construc- tion of standard CM U block walls of various height, thickness or footing configurations. These walls are designed for the average condition and may not be suitable in all cases. Where the proposed wall construction is located on a site with slope steeper than 10%, with adverse soil conditions (e.g., expansive soil, liquefaction, flood hazard, etc.) or deviates from this Information Bulletin, a registered design professional licensed in the State of California should be consulted. TO DETERMINE HEIGHT FOR BUILDING CODE PURPOSES, "H" IS MEASURED FROM TOP OF FOOTING TO TOP OF WALL CAP. TO DETERMINE HEIGHT FOR ZONING CODE PURPOSES, SEE GENERAL ZONING REQUIREMENTS. ALL UNIT CELLS THAT HAVE HORIZONTAL OR VERTICAL REBARS SHALL BE GROUTED 24" LAP Llnl. (TYP) U 101110W �— MORTAR OR MASONRY CAP. �- HORIZONTAL REBAR AT TOP. SEE TABLE FOR REBAR SIZE. IA LOCATE VERTICAL REBAR AT CENTER OF WALL. SEE TABLE FOR REBAR SIZE. H WHERE H a 4'-G", HORIZONTAL H REBAR AT MID -WALL HEIGHT IS REQUIRED. SEE TABLE FOR ~` REBAR SIZE. NO. 4 VERTICAL DOWELS WITH I I� ALTERNATE BENDS. 24" 1 AP MIN. (TYP) 2d" LAP 1.11N. (TYP) - - —Illy UNDISTURBED' SOIL UNDISTURBED SOIL- III 1I11M ITI-III I...... T D -'� �IT ID D 3" CLR. PAIN. I'f.— 3" CLR. MIN, L L 14 j • 3" CLR. MIN. W CONTINUOUS 4BARS W 1#4BAR W CONTINUOUS "L." TYPE FOUNDATION "T" TYPE FOUNDATION "I" TYPE FOUNDATION GENERAL ZONING REQUIREMENTS: For zoning code purposes, fence height shall be measured from grade adjoining the fence on the public right-of-way side of the fence and/or from the average grade of both sides of the fence be- tween two private properties. For lots that slope more than 5'-0" from front to rear, contact a Plan- ning staff at the Development Services Center to help establish the fence height. A 6'-0" corner cutoff may be required for fencing adjacent to driveways and sidewalks that obstruct visibility. 1 of 2 Standard CM U Block Wall Detail WALL HEIGHT T' TYPE FOUNDATION "T" TYPE FOUNDATION "I" TYPE FOUNDATION VERTICAL REBAR HORIZ. REBAR W D T W D T W D 3'- 6" 18" 18" 9" 14" 12" 6" 12" 22" #4 Rebar @ 48" o.c. #4 Rebar 4' - 6" 18" 18" 9" 18" 12" 6" 12" 26" #4 Rebar @ 48" o.c. #4 Rebar 5' - 6" 24" 24" 12" 22" 12" 6" 12" 30" #4 Rebar @ 48" o.c. #4 Rebar 6'- 6" 24" 24" 12" 26" 14" 6" 12" 36" #4 Rebar @ 24" o.c. #4 Rebar GENERAL BUILDING REQUIREMENTS: Wall over 4'-0" in height measured from the bottom of the footing to the top of the wall shall require a building permit. Foundation must be poured against undisturbed soil with no appreciable slope of sidewalls. All horizontal and vertical reinforcements shall maintain a min. 3" clearance from the bot- tom and sides of the trench. Horizontal bond beam reinforcement is required to be located in the 2nd course from the top of the wall. Prefabricated joint reinforcement in each two top mortar joints consist- ing of two No. 9 gage galvanized wires with No. 9 gage steel welded cross wires spaced a max. 16" o.c. may be substituted for the horizontal bond beam reinforcement in the top of walls 5'-6" or less in heights. All wires shall be thoroughly embedded in the bed joint mortar and lapped a min. of 12". Units shall be staggered (common bond are not permitted) and may be partially grouted with grout confined to those cells that have horizontal and vertical reinforcing steel. SPECIFICATIONS: Min. 2,500 psi strength in 28 days. Mix for concrete footing to be 1 part ce- Concrete: ment to 2-1/2 parts sand to 3-1/2 parts gravel with a max. of 7-1/2 gallons of water per sack of cement. Block: Grade "N" ASTM C 90-03. Nominal width of units shall be a min. 6". Reinforcement: Deformed steel bar conforming to ASTM A-615 Grade 40 or Grade 60. Mortar (Type "S") Mix to be 1 part cement to 1 /2 part lime to 3 parts damp loose sand. Mix to be 1 part cement to 3 parts sand to max. 1 /10 part lime. Sufficient water Grout: should be added to produce consistency for pouring without segregation of the constituents. May contain 2 parts pea gravel (max. size 3/8"). INSPECTIONS: Foundation Insp.: When trench is ready for concrete and all steel reinforcements are tied in place. Pre -Grout Insp.: When first horizontal bar and all vertical bars are in place, but not grouted! Final Insp.: After wall is grouted and cap is installed COMMON PROPERTY FENCE WALL: Where a common property fence wall is requested, a completed and signed "Common Property Wall Line Agreement and Maintenance" form by all of the common property owners is required prior to ap- proval of the 1 st inspection (i.e., foundation inspection). 2of2 IN nnui EXCEPT 1il t10 BUILD THE HDUI 71'IFV I41i: 14 VAIN 44AT &UIID IT genpy I M ter Ib�� RIUPAU AVE, so"[ 110 CORONA, C A 92819 Date: 1eL �Hfl560-1385 eogioeeriogsoluliaos.iofo@gmail.com Drawings and written material appearing herein constitute original and unpublished work of IS Egineering Solutions and may not be duplicated used or disclosed without written consent of IS Engineering Solutions. eWESS/ONg1 � c r_- George F EndrawesOf w m C91685 0 PROJECT: E111010.11-5101 0 GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT SAN TA AN A, CA 92701 1322 FRENCH ST, SANTA ANA, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing T i t I e: STRUCTURE DETAILS DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No S3(,2 A- H, P 30" TOP AND BOTTOM, r— 30" TOT 2 AT CORNER AT INTERSECTION AT ANGLE CORNER 2'-6" 2'-6„ TYP TYP SECOND POUR FIRST POUR 4" CONCRETE SLAB ON 4" CONCRETE SLAB ON GRADE, SEE "TYPICAL SLAB a"X1" PRE —MOLDED GRADE, SEE "TYPICAL SLAB CONSTRUCTION KEY ON GRADE DETAIL , PER DETAIL 3/S2.0 CONSTRUCTION MASTIC JOINT STRIP (JOINT MAY ON GRADE DETAIL", PER BE SAW CUT) DETAIL 3/S2.0 M FOOTING D TYP FORCEM EN T, \/\/\ \\ SLAB REINFORCEMENT, SLAB REINFORCEMENT, TYP TYP CONSTRUCTION JOINT CONTROL JOINT NOTES: 1. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS IN SLAB ON GRADE TO BREAK DIVIDE SLAB INTO RECTANGULAR AREAS OF APPROXIMATELY 400 SQUARE FEET OR LESS. 2. AREAS WILL BE SQUARES AS POSSIBLE AND HAVE NO ACUTE ANGLES. AT END TYPICAL SLAB JOINTS TYPICAL HORIZONTAL REINFORCEMENT 2 4 NO SCALE NO SCALE D = 4db (#3 THROUGH #5) D = 6db (#6 THROUGH #8) D D LEXT REINFORCEMENT NOT SHOWN FOR 90' LEXT HOOK: = 6db (#3 THROUGH #5), MIN 3" CLARITY FOOTING REINFORCEMENT LEXT = 12db (#6 THROUGH #8)F7 a o PROVIDE METAL SLEEVE WITH INSIDE 135' HOOK: f DIAMETER 2" GREATER THAN THE LEXT = 6db (#3 THROUGH #5), MIN 3" J OUTSIDE DIAMETER OF THE PIPE, LEXT = 6db (#6 THROUGH #8) TYPICAL HOOKS AND BENDS TYP Q 180' HOOK: FINISH GRADE MAX. o -< LEXT = 4db 43 THROUGH #5), MIN 2.5" I LEXT = 4db (#6 THROUGH #8) D 3 o MAX. ,� 28" FOR #3 38" FOR -- O #4 48" FOR #5 56" FOR #6 00 "' � D TYPICAL LAP SPLICE FOOTING BOTTOM OF D = 4db (#3 THROUGH #5) z 1 `�� D = 6db (#6 THROUGH #8) x 1 TRENCH }z X N rq 90' HOOK: _ 0 — — 1 L 2'-0" 2'-0" ME LEXT = 6db (#3 THROUGH #5), MIN 3" 6 O 0 LEXT = 12db (#6 THROUGH #8) 1 — — NO EXCAVATION BELOW THIS LINE 1 2— 5 # db 135' HOOK: `9 LEXT = 6db (#3 THROUGH #5), MIN 3" LEXT = 6db (#6 THROUGH #8) T" T 1 —6 MIN PIPE, TYP 1'-0" 1'-0" AROUNDBEFORESLEEVE TYPICAL OFFSET TYPICAL PILL oFOOTING OURIN THE NOTCHING & BORING RAFTERS, CEILING JOISTS AND FLOOR JOISTS j o WIDTH AS FOOTING, SEE SIDE (NOTCHING NOT PERMITTED IN MIDDLE 1/3 JOIST SPAN) LEXT SIDE VIEW ELEVATION VIEW VIEW) (HOLES SHALL NOT BE LOCATED WITHIN 2 IN OF A NOTCH) TYPICAL STIRRUP AND TIE NOTCHING AND HOLES IN RAFTERS OR JOISTS TYPICAL REINFORCING DETAILS TYPICAL PIPE TRENCH FOOTING DETAIL 8 5 6 NO SCALE NO SCALE NO SCALE N OTES: SIMPSON HTC4 1. DETAIL SHALL BE APPLIED EVERYWHERE TOP 2X BLOCKING @ 32° CLIP @ 32" O.C. PLATES DISCONTINUE. O.C. MIN. 2 BAYS 2. MINIMUM SPACING BETWEEN TOP SPLICES AND BOTTOM SPLICES SHALL NOT BE LESS THAN 24". JOISTS PER PLAN (WHERE OCCUR) SEE NOTE 2 SEE NOTE 2 2-2X TOP PLATES EQ EQ SIMPSON HTC4 CLIP @ 32" O.C., TYP 1/2" GAP BETWEEN JOIST AND TOP PLATES, TYP NEW 2X I I I 1 STUD WALL 11 SIMPSON HTC4 CLIP @ 32" O.C. — �_\\ 16d @ 6" O.C. NEW SIMPSON MST48 (TWO ROWS) CENTER ALL JOINTS IN PLATES NEW WALLS W/ STUD BELOW, TYP JOISTS PER PLAN (WHERE OCCUR) NEW SIMPSON i EQ EQ MST48 1/2" GAP BETWEEN JOIST AND TOP PLATES, TYP EXISTING TOP PLATES NEW TOP PLATES II II I II EXISTING 2X STUD WALL11NEW 2X STUD WALL II II EXISTING TO NEW WALL TYPICAL NON —BEARING WALL TYPICAL TOP PLATES SPLICE 9 10 NO SCALE NO SCALE nin�Bu Omm o Ir R PM I C r7T EXCEPT THE I,QRD BUILD THE NDUSIE, THEY LABC 14 VAIN TNAT BUILD IT i ter Ib�� RIUPAU AVE, so"[ 110 CORONA, C A 92819 t 1eL �909�560-1b65 eogioeeriogsolulia�s.i�fo�gmail.com Drawings and written material appearing herein constitute original and unpublished work of ES Egineering Solutions and may not be duplicated used or disclosed without written consent of ES Engineering Solutions. Q VESS/O/v wGeorge F Endrawes m C91685 03 PROJECT: N GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A—H, SAN TA AN A, CA 92701 1322 FRENCH ST, SANTA ANA, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing T i t I e: STRUCTURE DETAILS DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No P ROOF SHEATHING PER PLAN EXISTING ROOF SHEATHING ROOF RAFTER EXISTING ROOF FASCIA TO MATCH (PER PLAN) RAFTER EXISTING ROOF JOISTS B.N. EXISTING ROOF B.N. /�N PER PLAN JOISTS V� SIMPSON A-35 (SEE �� NEW SIMPSON A-35 ROOF SHEATHING SCHEDULE ++ EXISTING ROOF WALL PER PLAN + 3/S6.0) SHEATHING /S6 0) SCHEDULE 3/S6.0) 2X CONTINUOUS ++ EXISTING OR NEW BLOCKING (6)16d NAILS 2X CONTINUOUS B.N. EACH END BLOCKING B.N� �' M ��' � � D FASCIA TO MATCH B.T B. , W EXISTING + +— + + vT 5-16d NAILS CEILING JOISTS NEW 5-16d NAILS NEW CEILING JOISTS EACH END PER PLAN, TYP EACH END PER PLAN, TYP 16d NAILS @ 6" NEW 16d NAILS 2-2X TOP PLATE SIMPSON H2.5 TIE @ O.C. EXISTING 2-2X NEW SIMPSON H2.5 @ 6" O.C. 32" O.C. MIN TOP PLATE TIE @ 32" O.C. MIN SPACING SIMPSON HU SPACING NEW SIMPSON HU 2X @ 16" HANGER EACH EXISTING 2X @ HANGER EACH STUD WALL SIMPSON A-35 (SEE SIDE 16" STUD WALL NEW SIMPSON A-35 (SEE SIDE SHEAR WALL SCHEDULE BEAM PER PLAN SHEAR WALL SCHEDULE NEW BEAM PER SHEAR WALL 3/S6.0) NEW SHEAR WALL � 3/S6.0) PLAN SHEATHING (SEE SHEATHING (SEE —4- SHEAR WALL SHEAR WALL SCHEDULE 3/S6.0) SCHEDULE 3/S6.0) SHEAR TRANSFER AT ROOF RAFTER DETAIL SHEAR TRANSFER AT ROOF RAFTER DETAIL 2 4 NO SCALE NO SCALE ROOF SHEATHING PER PLAN HIP BEAM OR HIP WOOD BEAM PER BOARD PER PLAN PLAN HIP BOARD PER BEAM PER PLAN EACH SIDE PLAN SIMPSON HCP 2-2X TOP 0 PLATES, TYP •: 0 0 SIMPSON A44 T- SIMPSON HHRC ON SIMSIMPSON O A44 EACH HGU H ANGERCICTQ GU H DS CAP SIDE (TOTAL 2) WOOD POST PER—// POST PER // PLAN PER PLAN KING POST PER PLAN BEAM OR DOUBLE JOISTS PER PLAN HIP CORNER DETAIL HIP DETAIL BEAM TO BEAM CONNECTION BEAM TO POST CONNECTION 5 6 7 8 NO SCALE NO SCALE NO SCALE NO SCALE MATCH EXISTING ROOF SLOPE (WHERE APPLICABLE) ow �o —' o Q 2-2X TOP PLATES NEW SILL PLATE CONNECTOR (SEE SHEAR WALL SCHEDULE 3/S6.0) 2-2X TOP LLJ m I I PLATES w Cn 11:�LLJ X = w EXISTING FLOOR EXISTING OR NEW 2X SHEATHING CONTINUOUS BLOCKING 00 (SAME AS FLOOR JOIST) B.N. B.N. -T 2-2X TOP PLATES HEADER PER PLAN SIMPSON ECCQ, TYP BEAM PER PLAN EXISTING FLOOR SIMPSON ECCQ POST PER JOIST POST PER PLAN PLAN, TYP NEW SIMPSON A35 @ 6" O.C. \— POST PER PLAN FRONT VIEW SIDE VIEW NEW SHEAR WALL SIDE VIEW SHEATHING (SEE SHEAR WALL SCHEDULE 3/S6.0) POST CAP DETAIL POST CAP DETAIL SHEAR TRANSFER AT FLOOR 9 10 11 NO SCALE NO SCALE NO SCALE nin�Bu genFy I O"�IF R C Pmr7TI EXCEPT TIE LORD BUILD THE HOUSE, THEY LABOR IN VAIN TYAT BUILD IT I ter 651 RIUPAU AVE, SUIiE 210 CORONA, C A 92819 t 1eL (909�560-1J85 eogioeeriogsolulio0s.iofo@gmail.com Drawings and written material appearing herein constitute original and unpublished work of IS Egineering Solutions and may not be duplicated used or disclosed without written consent of IS Engineering Solutions. VDVESS/44q c George F Endrawes -0- Of C91685 0 PROJECT: N GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A-H, SAN TA AN A, CA 92701 1322 FRENCH ST, SAN TA AN A, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing TitIe:STRUCTURE DETAILS DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No S5,,O EQ , EQ genFy I IT TI — — I—L II 15 1 7 -±_-_±_ ___--_- OPENING (PER PLAN) TYP I, PANEL EDGE (WHERE OCCURS) `; :► a 1 OEXISTING 2-2X4 TOP PLATE OEXISTING 2X4 STUDS @ 16" O.C. OEXISTING 2X PRESSURE TREATED SILL PLATE OANCHOR BOLT RETROFIT (SEE DETAIL 8/S3.0) OHOLDOWN WITH ANCHOR BOLT (SEE DETAIL 5/S3.1) OPOST (PER PLAN) OBOUNDARY NAILS (SEE SHEAR WALL SCHEDULE 3/—) �8 FIELD NAILS (SEE SHEAR WALL SCHEDULE 3/—) O2X4 CONTINUOUS BLOCKING 10 SHEAR WALL SHEATHING (PER SHEAR WALL SCHEDULE, 3/—) 11 EXISTING FOOTING PER PLAN 12 DOUBLE STUDS AT EDGE OF PANEL 13 EXISTING KING STUD 14 4X BLOCKING 15 HORIZONTAL STRAP (PER PLAN) 16 EXISTING OR NEW HEADER SHEAR WALL ELEVATION Fn Fn Fn Fn onNiri FnrrE AT WINDOW OPENING SHEAR WALL ELEVATION 7. ki ZAMI Ih7 1 O2-2X4 TOP PLATE O2X4 STUDS @ 16" O.C. 30 2X4 PRESSURE TREATED SILL PLATE OANCHOR BOLTS (SEE SHEAR WALL SCHEDULE) 55 HOLDOWN WITH ANCHOR BOLT (PER PLAN) OPOST (PER PLAN) 7� 2X4 TRIMMER FOR HEADERS UP TO 4X10 (UNO) 2-2X4 TRIMMER FOR 4X12 HEADERS (UNO) 80 2-2X4 SILL PLATE AT WINDOWS OSIMPSON A-34 (TOTAL 4) 10 HORIZONTAL STRAP (PER PLAN) 11 HORIZONTAL SIMPSON CS16 STRAP 12 3-20d NAILS 13 10d NAILS @ 12" O.C. STAGGERED (FOR 2X4 TRIMMER) 20d NAILS @ 12" O.C. STAGGERED (FOR 2-2X4 TRIMMER) 14 BOUNDARY NAILS (SEE SHEAR WALL SCHEDULE) 15 FIELD NAILS (SEE SHEAR WALL SCHEDULE) 16 4X6 BLOCKING 17 2X4 CONTINUOUS BLOCKING 18 SHEAR WALL SHEATHING (PER SHEAR WALL SCHEDULE) 19 HEADER PER PLAN 20 FOOTING PER PLAN 21 DOUBLE STUDS AT EDGE OF PANEL SHEAR WALL SCHEDULE SHEAR WALL TYPE SHEAR VALUE MATERIAL NAILING (COMMON OR GALVANIZED BOX) MINIMUM FASTENER PENETRATION IN FRAMING TOP PLATE CONNECTOR SILL PLATE CONNECTOR @ SUB —FLOOR 5/8" ANCHOR BOLT @ FOUNDATION 15/32 WOOD STRUCTURAL EDGE NAILING:Bd @ 6" O.C. 1 280 PLF PANELS —STRUCTURAL I OSB FIELD NAILING:Bd @ 12" O.C. 1 3/8" SIMPSON A-35 @ 16" O.C. 20d @ 6" O.C. 24" O.C. SHEAR WALL NOTES: 1. IF SHEAR VALUE IS EXCEEDING 350 PLF, SILL PLATES AT FOUNDATION AND AT SUB —FLOOR SHALL BE MINIMUM 3X NOMINAL WIDTH OR 2-2X NOMINAL ANCHORED TOGETHER PER DETAILS. 2. ALL BOLT HOLES SHALL BE 1/16" EXCEEDING THE DIAMETER OF ANCHOR BOLTS AND HOLD—DOWNS BOLTS. 3. SIMPSON LTP4 NAILED TO BOTH TOP PLATE AND RIM JOISTS MAY BE USED IN LIEU OF SIMPSON A-35 (USE THE SAME SPACING AS A-35) AS SHOWN PER DETAILS. 4. PROVIDE 0.229"X3"X3" PLATE WASHER. WASHER MUST BE PLACED WITHIN 2" OF SHEATHING. 5. IF NEW SHEAR WALL IS INSTALLED ON AN EXISTING STUD WALL, RETROFIT EXISTING SILL PLATE USING 5/8" ANCHOR BOLT WITH 0.229"X3"X3" PLATE WASHER (SPACING PER TABLE ABOVE) USING SIMPSON SET-3G (ESR 4057) TO EXISTING CONCRETE FOOTING WITH MINIMUM 7" EMBEDMENT IN EXISTING CONCRETE (SPECIAL INSPECTION IS REQUIRED). 6. USE DOUBLE STUDS OR 3X NOMINAL WIDTH STUD, AND STAGGERED NAILING AT ADJOINING PANEL EDGES. 7. PROVIDE 1/2" MINIMUM EDGE DISTANCE FOR ALL EDGE NAILING AND NAILING AT ADJOINING PANEL EDGES. 8. SPECIAL INSPECTION WILL BE REQUIRED IF EDGE NAILING SPACING IS LESS THAN OR EQUAL TO 4" O.C. JOISTS PER PLAN, TYP SHEAR WALL SCHEDULE wiv I111UvU. �n 01FCU I I-'LFC rLHIV `VVn LfCL I I BLOCKING, TYP OCCURS) W/ TWO ROW OF 8 SQ.FT. MINIMUM SHEET AREA BOUNDARY NAILS DIAPHRAGM SCHEDULE DIAPHRAGM LOCATION MATERIAL NAILING (COMMON) MINIMUM FASTENER PENETRATION IN FRAMING ROOF DIAPHRAGM 15/32 WOOD STRUCTURAL BOUNDARY NAILING:10d @ 6" O.C. 1 1/2" PANELS —STRUCTURAL I CDX EDGE NAILING:10d @ 6" O.C. FIELD NAILING:10d @ 12" O.C. ROOF AND FLOOR DIAPHRAGM NOTES: 1. MINIMUM NAILING EDGE DISTANCE IS 3/8". 2. ALL DIAPHRAGMS SHALL BLOCKED. 3. ALL SHEETS SHALL BE STAGGERED AS SHOWN. ROOF DIAPHRAGM DETAIL BOUNDARY NAILING AT THE PERIMETER OF THE DIAPHRAGM ROOF OR FLOOR SHEATHING CONTINUOUS 2X BLOCKING AT ALL UNSUPPORTED EDGES, TYP CONTINUOUS JOIST @ ALL SHEET EDGES, TYP FIELD NAILING @ INTERIOR SUPPORTS, TYP RIM JOIST PER PLAN P�ajnnnui OR C PMrTl EXCEPT TIE LORD BUILD THE HOUSE, THEY LABOR IN VAIN TYAT BUILD IT M ter Ib.51 R I M P A 0 AVE, SO11E 210 CORONA, C A 12819 D t : lei. (909�560-1385 eol iDeeriol solufioos.iDfo@gmoil.com Drawings and written material appearing herein constitute original and unpublished work of IS Egineering Solutions and may not be duplicated used or disclosed without written consent of IS Engineering Solutions. Q�'OVESSIONq� c George F Endrawes Of C916 5 PROJECT: GARAGE CONVERSION TO ADUs PROJECT ADDRESS: 1313 N SPURGEON ST. UNIT A-H, SAN TA AN A, CA 92701 1322 FRENCH ST, SAN TA AN A, CA 92701 No. Date Issue Project No. 282023 scale NOTED Drawing TitIe:STRUCTURE DETAILS DESIGNED BY: G.E. CHECKED BY: DATE: 11/12/2025 Drawing No S6,,O NO SCALE NO SCALE SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 T24.1 TITLE-24 SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 T24.2 TITLE-24 SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 T24.3 TITLE-24 SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 T24.4 TITLE-24 SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 T24.5 TITLE-24 SHEET DATE:09/16/2025 SHEET Revision #REV:Date GA R A G E C O N V E R S I O N T O A D U 13 1 3 N . S P U R G E O N S T , U N I T A - H SA N T A A N A , C A 9 2 7 0 1 13 2 2 F R E N C H S T SA N T A A N A , C A 9 2 7 0 1 ME P & E N E R G Y C O N S U L T I N G (8 1 8 ) 2 3 3 - 1 9 9 6 Mi c h a e l @ e n t h a l p y e n g . c o m EN T H A L P Y E N G I N E E R I N G G R O U P Wo o d l a n d H i l l s , C A 9 1 3 6 7 6 3 2 0 T o p a n g a c a n y o n b l v d . , S t e 1 6 3 0 # 5 0 1 MEP REV 9/16/25 T24.6 TITLE-24