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<br />ROOF FRAMING
<br />PLAN
<br />KITCHEN REMODEL
<br />2431 BONNIE BRAE
<br />SANTA ANA, CA, 92706
<br />25-1021
<br />6/2/2025
<br />1/4" = 1'-0"
<br />S101
<br />Jeffrey Schaefer, P.E.
<br />(562) 850-1223
<br />License Number - C91734
<br />Expiration Date - Dec 31, 2026
<br />3325 E 4th St.
<br />Long Beach, CA 90814
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<br />(E) RIDGE BOARD
<br />OUTLINE OF FIRST
<br />FLOOR WALLS
<br />OUTLINE OF SECOND
<br />FLOOR WALLS
<br />(E) 2X8 RR @ 24"
<br />O.C. TO REMAIN
<br />(E) 2X8 RR @ 24"
<br />O.C. TO REMAIN
<br />(E) 2X8 RR
<br />@ 24" O.C.
<br />TO REMAIN
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<br />(E) 2X8 RR
<br />@ 24" O.C.
<br />TO REMAIN
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<br />(E) RIDGE BOARD
<br />OUTLINE OF SECOND
<br />FLOOR WALLS
<br />(E) 5.25X14 2.2E PSL 2ND FLOOR BEAM (E) 6X12 2ND FLOOR BEAM (E) 6X12 2ND FLOOR BEAM
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<br />STRUCTURAL ENGINEERING
<br />1. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF
<br />THE CONTRACTOR AND SUB-CONTRACTORS. NOTES AND DIMENSIONS TAKES PRECEDENCE OVER
<br />SCALING OF THE DRAWING. EACH CONTRACTOR OR SUB-CONTRACTOR SHALL REPORT TO
<br />PROJECT OWNER AND DESIGNER ALL CONDITIONS WHICH PREVENT THE PROPER EXECUTION OF
<br />THEIR WORK. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS
<br />2. NO DEVIATIONS FROM STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL
<br />OF THE STRUCTURAL DESIGN ENGINEER. APPROVAL BY CITY INSPECTOR DOES NOT CONSTITUTE
<br />AUTHORITY TO DEVIATE FROM PLANS OR SPECIFICATIONS.
<br />3. STRUCTURAL DESIGN DOES NOT CONSIDER EFFECTS OF MECHANICAL EQUIPMENT.
<br />4. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS,
<br />ETC. IS SOLE RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE
<br />ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO
<br />THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS.
<br />STRUCTURAL DESIGN CRITERIA
<br />1. SOIL BEARING CAPACITY ASSUMED TO BE 1,500 PSF
<br />2. DESIGN VALUES ARE BASED OFF THE FOLLOWING CRITERIA:
<br />2.1. RISK CATEGORY: II
<br />2.2. GROUND FLOOR LIVE LOAD: 40 PSF
<br />2.3. ROOF LIVE LOAD: 20 PSF
<br />2.4. ROOF DEAD LOAD: 15 PSF (19 PSF WHERE SOLAR PANELS)
<br />2.5. FLOOR LIVE LOAD: 30 PSF (BEDROOM AREA)
<br />2.6. FLOOR LIVE LOAD: 40 PSF (OTHER AREAS)
<br />2.7. FLOOR DEAD LOAD: 15 PSF
<br />2.8. GROUND SNOW LOAD: 0 PSF
<br />2.9. BASIC WIND SPEED: 95 MPH
<br />2.10. EXPOSURE CATEGORY: B
<br />2.11. ENCLOSURE CLASSIFICATION: ENCLOSED
<br />2.12. SEISMIC SITE CLASS: D
<br />2.13. SEISMIC DESIGN CATEGORY: D
<br />2.14. RESPONSE MODIFICATION FACTOR: 6.5
<br />2.15. SEISMIC DESIGN COEFFICIENTS: SDS=1.19, SD1=0.82
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<br />REMOVE EXISTING BEAM / POST AND
<br />REPLACE WITH NEW 5.25X11.25 2.2E PSL
<br />BEAM. EXISTING FLOOR BEAMS TO BEAR
<br />DIRECTLY OVERTOP NEW PSL BEAM. BOTTOM
<br />OF BEAM TO ALIGN WITH EXISTING CEILING
<br />JOISTS (NO DROP BEAM). EXISTING CEILING
<br />FLOOR CAVITY SUFFICIENT DEPTH TO
<br />ACCOMMODATE BEAM AND FLUSH CEILING
<br />(E) 2X6 CJ @ 16"
<br />O.C. TO REMAIN
<br />(E) 2X6 CJ @ 16"
<br />O.C. TO REMAIN
<br />S104
<br />(E) 2X6 CJ @ 16"
<br />O.C. TO REMAIN
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<br />(E) 2X6 CJ
<br />@ 16" o.c.
<br />(E) 2X6 CJ
<br />@ 16" o.c.
<br />601 N. Ross Street, Santa Ana,CA 92701
<br />P.O.Box 4048, Santa Ana,CA 92702-4048
<br />www.ocpublicworks.com
<br />714.667.8888| myOCeServices.ocgov.com
<br />Special Inspection Program and Designation of
<br />Special Inspectors
<br />SPECIAL INSPECTIONS
<br />(Only checked items are required)
<br />INSPECTION ITEMS
<br />SPECIAL INSPECTORS(S)
<br />NAME, PHONE NUMBER, REGISTRATION #
<br />□Concrete (Design Mix, Form Work, Placement, etc., per table 1705.3)
<br />□Erection of Pre-Cast Concrete Members
<br />□Bolts Installed in Concrete
<br />□Reinforcing Steel and Pre-Stressing Steel Tendons
<br />□Structural Welding/Rebar Welding
<br />□High-Strength Bolting/Material Verification
<br />□Steel Frame Joint Details
<br />□All Masonry Construction
<br />□Sprayed Fire-Resistive Materials
<br />□Shotcrete (Curing Temperature, Design Mix, Placement, Strength
<br />etc. per table 1705.3)
<br />□Soils (Excavation, Fill, etc. per table 1705.6)
<br />□Smoke-Control System
<br />□Driven Piles per Table 1705.7
<br />□Cast in Place Piles per Table 1705.8
<br />□Mastic and Intumescent Fire-Resistant Coatings
<br />□Exterior Insulation and Finish Systems (EIFS)
<br />□Wood for High-Load Diaphragms
<br />□Others
<br />□Others
<br />□Others
<br />□Others
<br />DECLARATION BY OWNER OR ARCHITECT/ENGINEER OFRECORD:
<br />I, the □ Owner □ Engineer or □ Architect of record, declare that the above listed Special Inspector(s) is/are hired by me.
<br />_____________________________ _______________________________ _____________________
<br />Print Name Signature Date
<br />NON
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<br />N/A N/A N/A
<br />300 N. Flower Street, Santa Ana, CA 92703 www.ocpublicworks.com
<br />P.O. Box 4048, Santa Ana, CA 92702-4048
<br />Revised 02/2017
<br />P:714.667.8888 I F: 714.667.7575
<br /> ocpCustomerCare@ocpw.ocgov.com
<br />Structural Observation Program
<br />Designation of Structural Observation
<br />PROJECT ADDRESS: _______________________________ PERMIT APPL. NO.__________
<br />Description of Work: ____________________________________________________________________
<br />Owner: _______________________ Architect: ________________________ Engineer: _______________
<br />DECLARATION BY OWNER I, the Owner of the project, declare that the above listed firm or individual
<br />is hired by me to be the Structural Observer.
<br />Signature______________________________ Date _________________
<br />Declaration by Engineer or Architect of Record (required if different from the listed Structural Observer) I, the
<br />Engineer or Architect of record for the project, declare that the above listed firm or individual is designated by me
<br />to be responsible for the Structural Observation.
<br />Signature______________________________ Date__________________
<br />STRUCTURAL OBSERVATION (Only checked items are required)
<br />Firm or individual to be responsible for the Structural Observation:
<br />Name: Phone: (562) 850-1223 Calif. Registration:
<br />FOUNDATION WALL FRAME DIAPHRAGM
<br />Footing, Stem Walls, Piers Concrete Steel Moment Frame Concrete
<br />Mat Foundation Masonry Steel Braced Frame Steel Deck
<br />Caisson, Piles, Grade Beams Wood Concrete Moment Frame Wood
<br />Stepp’g/Retaining Foundation,
<br />Hillside Special Anchors
<br />Others:Masonry Wall Frame Others:
<br />The structure is classified as Occupancy Category III or IV.
<br />The Height of the structure is greater then 75 feet (22,860 mm) above the base. The structure is assigned to Seismic
<br />Design Category E, is classified as Occupancy Category I or II.
<br />2431 Bonnie Brae, Santa Ana 92706 101125207
<br />Kitchen remodel, includes removal of interior load-bearing wall
<br />Jeffrey Schaefer, P.E.Allison and David Levy
<br />Jeffrey Schaefer, P.E.
<br />NONE REQUIRED
<br />C91734
<br />N/A N/A
<br />N/A N/A
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