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Home My WebLink About2646 MADISON ST; ; CBR2022-3430; PermitBuilding Permit Finaled Residential Permit Print Date: 10/04/2023 Job Address: 2646 MADISON ST, CARLSBAD, CA 92008-1721 Permit Type: BLDG-Residential Work Class: Alteration Parcel#: 2031103800 Track#: Valuation: $112,400.48 Lot#: Occupancy Group: Project#: DEV2022-0214 #of Dwelling Units: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Occupant Load: Plan Check#: Code Edition: Sprinkled: Project Title: BALAKER RESIDENCE Permit No: Status: (city of Carlsbad CBR2022-3430 Closed -Finaled Applied: 09/20/2022 Issued: 03/01/2023 Finaled Close Out: 10/04/2023 Final Inspection: 06/20/2023 INSPECTOR: Renfro, Chris Description: CONVERT OFFICE BACK TO HOUSE: 1,632 SF REMODEL AND ADD DETACHED PREFAB GARAGE AT REAR OF YARD Applicant: Property Owner: GEIS CO-OWNERS BALAKER VICTOR AND ANGELA OWENN GEIS 3811 ALDER AVE 339 DU RIAN ST VISTA, CA 92083-5601 (714) 402-6241 FEE BUILDING PLAN CHECK BUILDING PLAN CHECK CARLSBAD, CA 92008-2704 BUILDING PLAN REVIEW-MINOR PROJECTS (LOE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) DETACHED ACCESSORY & UTILITY USES REMODEL-RESIDENTIAL-OTHER SB1473-GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -RESIDENTIAL (SMIP) Total Fees: $3,199.11 Total Payments To Date: $3,199.11 Balance Due: AMOUNT $536.25 $601.25 $194.00 $98.00 $825.00 $925.00 $5.00 $14.61 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov A~' P LI C,A1=101\1 MISSING FOR THIS PROJECT 1 PERMIT INSPECTION HISTORY for (CBR2022-3430) Permit Type: BLOG-Residential Application Date: 09/20/2022 Owner: CO-OWNERS BALAKER VICTOR ANO Work Class: Alteration Status: Closed -Finaled ANGELA Issue Date: 03/01/2023 Subdivision: SEASIDE LANDS Expiration Date: 10/23/2023 IVR Number: 43414 Address: 2646 MADISON ST CARLSBAD, CA 92008-1721 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection BLOG-33 Service Change/Upgrade 208803-2023 Status Passed Checklist Item COMMENTS BLDG-Building Deficiency NOTES Created By Angie Teanio TEXT 760-270-4321 Morgan 06/20/2023 06/20/2023 BLDG-Final Inspection 214718-2023 Passed Wednesday, October 4, 2023 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Angie Teanio COMMENTS TEXT 760-270-4321 Morgan Chris Renfro Chris Renfro Passed Yes Created Date 04/21/2023 Passed Yes Yes Yes Yes Yes Created Date 06/19/2023 Complete Complete Page 3 of 3 PERMIT INSPECTION HISTORY for (CBR2022-3430) Permit Type: BLDG-Residential Application Date: 09/2012022 Owner: CO-OWNERS BALAKER VICTOR AND Work Class: Alteration Status: Closed -Finaled ANGELA Issue Date: 03101/2023 Subdivision: SEASIDE LANDS Expiration Date: 10123/2023 IVR Number: 43414 Address: 2646 MADISON ST CARLSBAD, CA 92008-1721 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection 04/05/2023 04/24/2023 NOTES Created By Angie Teanio Status TEXT 760-270-4321 Morgan BLDG-24 RoughfTopout 205739-2023 Partial Pass Chris Renfro Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio COMMENTS TEXT 760-270-4321 Morgan BLDG-34 Rough Electrical 205736-2023 Partial Pass Chris Renfro Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio COMMENTS Partial pass TEXT 760-270-4321 Morgan 04/05/2023 BLDG-16 Insulation Checklist Item 207141-2023 COMMENTS Passed Chris Renfro BLOG-Building Deficiency NOTES Created By Angie Teanio Angie Teanio TEXT 760-270-4321 Morgan 760-270-4321 Morgan BLDG-17 Interior Lath/Drywall 207140-2023 Partial Pass Chris Renfro Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio COMMENTS Partial Pass drywall on kitchen and bathrooms TEXT 760-270-4321 Morgan 04/24/2023 BLDG-12 Steel/Bond Beam 208804-2023 Passed Chris Renfro Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio COMMENTS Partial pass (4) column footings. OK to pour TEXT 760-270-4321 Morgan Wednesday, October 4, 2023 Created Date 03/16/2023 Reinspection Incomplete Passed Yes Created Date 03/16/2023 Reinspection Incomplete Passed Yes Created Date 03/16/2023 Complete Passed Yes Created Date 03/16/2023 04/04/2023 Reinspection Incomplete Passed Yes Created Date 04/04/2023 Complete Passed Yes Created Date 04/21/2023 Page 2 of 3 Building Permit Inspection History Finaled {cityof Carlsbad PERMIT INSPECTION HISTORY for (CBR2022-3430) Permit Type: BLDG-Residential Application Date: 09/20/2022 Owner: CO-OWNERS BALAKER VICTOR AND Work Class: Alteration Status: Closed -Finaled ANGELA Issue Date: 03/01/2023 Subdivision: SEASIDE LANDS Expiration Date: 10/23/2023 IVR Number: 43414 Address: 2646 MADISON ST CARLSBAD, CA 92008-1721 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection Status 03/03/2023 03/03/2023 BLDG-14 204757-2023 Failed Chris Renfro Frame/Steel/Bolting/We lding (Decks) Checklist Item BLDG-Building Deficiency COMMENTS Please provide an RFI from a structural engineer, addressing kitchen and living room openings. May require additional footings/rebar and new headers spanning openings. Please relocate sub panel from the closet, add additional outlets throughout living room, add working out!et and light in attic area. BLDG-21 Underground/LI nderflo or Plumbing 204687-2023 Passed Chris Renfro Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio COMMENTS TEXT 760-270-4321 Morgan Checklist Item 204686-2023 COMMENTS Passed BLDG-Building Deficiency NOTES Created By Angie Teanio TEXT 760-270-4321 Morgan Chris Renfro 03/17/2023 03/17/2023 BLDG-16 Insulation 205738-2023 COMMENTS Failed Chris Renfro Wednesday, October 4, 2023 Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio Not ready TEXT 760-270-4321 Morgan BLDG-18 Exterior Lath/Drywall 205737-2023 Passed Checklist Item COMMENTS BLDG-Building Deficiency Chris Renfro Reinspection Incomplete Passed No Complete Passed Yes Created Date 03/02/2023 Complete Passed Yes Created Date 03102/2023 Reinspection Incomplete Passed No Created Date 03/16/2023 Complete Passed Yes Page 1 of 3 Option One Consulting Engineers TABLE OF CONTENTS GENERAL ..................................................................... . Beam Design Foundation Design 2669-CONT.xlsx pages pages pages 3-4 5 6 I Page: 2 Option One Consulting Engineers MINIMUM UNIFORMLY DISTRIBUTED VERTICAL DESIGN LOADS California Building Code (CBC), 2022 Edition ROOF-(Composite Shingle) Snow .................................................. . Roof Pitch ........................................... . Ceiling Pitch ....................................... . DEAD LOAD No 3.0 :12 0.0 :12 Unit Wt. psi %Used Avg. Wt. psi Composite Shingle Roofing Material ...... .. .. .. .. .. .. .. .. .. .. .. .. 3.00 1/2" Plywood /15/32" OSB Sht'g. ................................... 1.60 Truss Top Chord (at 24" o.c.) ............ ...... ...... ... ... ......... 0.64 PV Solar Panels (3 psf, "well-set" installation)7 ............... ~_o_.o_o_~ Factored Roof DL (Due to slope) ................................. . (1)-Layer Gypsum Sht'g...... 1/2" 2.20 O'L 5/8" 2. 75 100'!. Truss Bottom Chord (at 24" o.c.) .................................. . Insulation ............................................................... .. Fire-Sprinklers .......................................................... . Miscellaneous (MEP. etc.) .......................................... . Reserved ............................................................. .. Factored Ceiling DL (Due to slope) ............................... . Total DL for seismic design, psf .................................. .. LIVE LOAD Live Load, table 1607.1 .............................................. . Reduction Factor (R2) for Sloped Roof .......................... .. "Round-up" factor ...................................................... . Total factored gravity design load, psf ............................ j Footnotes: 5.40 0.00 2.75 0.64 0.60 0.50 0.14 1.97 6.60 12.00 20.0 1.00 0.00 32.00 4.0 0.0 Avg. WI. psi 3.00 1.60 064 0.00 B!J 0.64 060 0.50 0.14 1.85 ~ 20.0 1.00 0.00 32.00 :12 :12 1.0 0.0 Avg. Wt psi 5.00 1.60 0.64 0.00 B!J 0.64 0.60 0.50 0.14 0.11 ~ 20.0 1.00 0.00 32.00 1. All assumed dead loads are referenced from ASCE-SEI 7-16, table C3.1-1a, unless noted otherwise. :12 :12 2.0 0.0 Avg. Wt. psi 3.00 1.60 0.64 0.00 E!J 0.64 060 0.50 0.14 2.06 ~ 20.0 1.00 0.00 32.00 2. Sawn lumber weight is based upon 35 pcf for lumber with an in-service moisture content not to exceed 19%. 3. Tile weight is referenced from ICC ESR-1900 for Eagle Roofing Products, U.N.0. :12 :12 4. Attics without storage are those where the maximum clear height between the joist and rafter is less than 42", or where there are not two or more adjacent trusses with the same web configuration capable of containing a rectangle 42" by 24" wide, or greater, located within the plane of the truss. For attics without storage, this live load need not be assumed to act concurrently with any other live load requirements. 5. Attics with limited storage and constructed with trusses, this live load need only be applied to those portions of the bottom chord where there are two or more adjacent trusses with the same web configuration capable of containing a rectangle 42" high by 24" wide or greater, located within the plane of the truss. The rectangle shall fit between the top of the bottom chord and the bottom of any other truss member, provided that each of the following criteria is met: i. The attic area is accessible by a pull-down stairway or framed opening in accordance with section 1208.2, and ii. The truss shall have a bottom chord pitch less than 2:12. iii. Bottom chords of trusses shall be designed for the greater of actual imposed dead load or 10 psf, uniformly distributed over the entire span. 6. Reduction in roof live loads. (Eq. 16-10: L,=L.,R,R2 where: 12SL,s20) L.,: L,: R1 and R2 : Unreduced roof live load per square foot of horizontal projection supported by the member Reduced roof live load per square foot of horizontal projection supported by the member Reduction factors per following formulas. Eq. 16-11: R1=1 for A, S200 sf where A, is tributary area in square feet Eq. 16-12: R1=1.2-0.001A, for 200 sf<A,<600 sf where A, is tributary area in square feet Eq. 16-13: R,=1 for A, ;a600 sf where A, is tributary area in square feet Eq. 16-14: R2=1 for FS4; Eq. 16-15: R2=1.2-0.05F for 4<F<12; Eq. 16-16: R2=0.6 for F.!:12 where F for a sloped roof is the number of inches of rise per feet 7. "Well-Set" installation is only permitted for PV solar collectors/panels which requires removal of concrete tiles in well area. PV Panels must only be installed over asphalt composition shingles at well areas without concrete tiles. References: California Building Code (CBC), 2022 Edition Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-16 Page: 3.0 2669-LOAOS_22.xlsx (Rev. 08/2019) Option One Consulting Engineers MINIMUM UNIFORMLY DISTRIBUTED VERTICAL DESIGN LOADS California Building Code (CBC), 2022 Edition WALLS-(EXTERIOR) Unit Wt. DEAD LOAD psi 7/8 in. Stucco (sand base) ... ... ... ... ... 10.40 Full Height Stone/Brick Veneer . . . . . . . . . n/s Studs at 16" o.c. w/ Plates ... 2x4 1.44 2x6 2.26 (1 )-Layer Gypsum Sht'g ...... 1/2" 2.00 5/8" 2.50 Wall w/ Plywd/OSB Sht'g ..... 3/8" 1.20 112· 1.60 Walls w/o Plywood Sht'g .................. n/s %Used 100'4 0·1. f'xY4 i:.0'4 100'1. (YI. 20% 10'/, 70'1. Insulation ................................................................ . Miscellaneous (MEP, etc.) .......................................... . Subtotal Dead Load, psf ............................................. . Glazing portion of wall..................... 8.00 15'1. Remaining portion of wall . . . . . . . . . .. . . . . . 14 80 85i~ Avg. Wt. psf 10.40 nla i.15 0.45 2.00 0.00 0.24 0.16 nls 0.30 010 14.00 120 12.58 Reserved . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.22 Total Dead Load, psf .................................................. 1 14.00 CEILING-(w/o STORAGE) DEAD LOAD Unit Wt. psf %Used Avg. Wt. psf 2x Framing at 16" o.c. ... ... ... ... ... ... ... ...... ...... ... ...... ... ... . t.98 (1 )-Layer Gypsum Sht'g.... .. 1/2" 2.20 100'4 2.20 5/8" 2.75 ~-0.00 Miscellaneous (MEP, etc.) ... .. . .. . ... ... . ..... ... ....... .. ... ....... 0.10 Reserved ....................................... ,......................... 0.72 Subtotal Dead Load, psf .............................................. ~I -5-.00-~ LIVE LOAD Live Load, Table 1607.1 ............................................. . 10.0 "Round-up" factor .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . ... . . . . 0.00 Total factored gravity design load, psf ............................ 1 15.00 Footnotes: WALLS-(INTERIOR) DEAD LOAD (2)-Layer Gypsum Sht'g ...... Studs at 16" o.c. w/ Plates ... Wall w/ Plywd/OSB Sht'g ..... 1/2" 5/8" 2x4 2x6 3/8" 1/2" Walls w/o Plywood Sht'g ..................... Unit Wt. psf 2.00 2.50 1.44 2.26 1.20 1.60 nls %Used 100'4 o:r. 80'1. 20', 20'/, 10'4 70'~ Avg. Wt. psf 4.00 0.00 1.15 045 0.24 0.16 nls Insulation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.30 Miscellaneous (MEP, etc.) ... ... ... ...... .. . ...... ...... ... ... ... ... ... O 10 Reserved ................................................................... . 1.60 Total Dead Load, psf .................................................... j 8.00 CEILING-(w/ LIMITED STORAGE) Unit Wt. D EAD LOAD psf % Used 2x Framing at 16" o.c ................................................... . (1 )-Layer Gypsum Sht'g.... .. 1/2" 2.20 100'4 5/8" 2.75 0"' Avg. Wt. psf 1.98 2.20 0.00 Miscellaneous (MEP, etc.) ... ......... ...... ... ... ...... .. . ... ... .. . ... 0.10 Reserved . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . .. . . . . . . . .. . . . . . . . .. . . . .. . . .. . . . . . . .. 0.72 Subtotal Dead Load, psf ................................................ l~-5-0-0-, LIVE LOAD Live Load, Table 1607.1 ................................................ . 20.0 "Round-up" factor . . . . .. . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . .. . . .. .. . . 0.00 Total factored gravity design load, psf .............................. j 25.00 1. All assumed dead loads are referenced from ASCE-SEI 7-16, table C3.1-1a, unless noted otherwise. 2. 2x sawn lumber weight Is based upon 35 pcf for lumber delivered at 20% moisture content and in-service moisture content not to exceed 19%. 3. 7/8" stucco weight is referenced from the Portland Cement Plaster/Stucco Manual, 5th Edition. 4. For ceiling (w/o storage), the live load need not be considered acting simultaneously with other live loads imposed upon the ceiling framing or its supporting structures. For ceiling (w/limited storage), the live load is considered to act simultaneously with all other live loads. Page: 4.0 2669-LOADS_22.xlsx (Rev. 08/2019) Option One Consulting Engineers PROJ.: "Balaker Remodel"/ SFD B E A M ------------DESIGN J. N.: 0123-2656 0 HEADER AT FRONT OF KITCHEN Member Length, L (ft)...................... 13.50 Load Duration Factor, C0 .......... ,...... 1.25 Max. Allowable Deflection .. .. .. . .. . .. .. L/ 360 Size Factor Coefficient, C1............... ... . .. .. . 1.00 Volume Factor, Cv... ...... ... ... ... ........ 1.00 Trib. Area for Roof LL Reduction. A, (ft2)..... n/a Uniform Loads Allowable Stresses, Rxns., Roof Load = ( 32.0 psf ) X ( 25/2 ) ft + and Section Prooerties Partition = ( 14.0 psf ) X ( ) ft M.O.E., ksi ............... Floor Load = ( 52.0 psf ) X ( ) ft F'b, psi ...................... Attic Storage = ( 20.0 psf ) X ( ) ft F'v, psi ...................... Beam Wt. = 11.7 plf Depth, d, in .............. Total Uniform Load, wrL, ............................... 411.7 plf Width, b, in ............... Point Loads: None P1 at ............... 0.00 ft P2 at ............... 0.00 ft P3 at ............... 0.00 ft P4 at ............... 0.00 ft Demand Moment... ...... . Demand Shear ........... .. Demand M.0.1. ........... . U S E ALT 9.4 2,367.1 379.8 3.5 3.5 Rxn, (Left), lb ........... 1111111111111111111 Rxn, (Riohtl, lb ......... I PLL+OL = 0.0 lb ............. NONE PLL+OL = 0.0 lb ............. NONE PLL+OL = 0.0 lb ............. NONE PLL+OL = 0.0 lb ............. NONE ft-k lb. in4 X X ---S req'd .................. . 37.5 < ---A,eq'd ................. .. 10.7 < ---Dactual ................ .. 0.339 < 12 GLB 11.875 LSL (1.5E) 84.0 42.0 0.450 in3 in2 in Trib. Area for Floor LL Reduction, Ar (W) ........... n/a KLL------..... n/a 0 HEADER AT REAR OF ENTRY AND LIVING 1,800.0 3,000.0 331.3 12.000 3.500 2.779 2.779 *O.K.* *O.K.* *O.K.* Member Length, L (ft)...................... 22.75 Max. Allowable Deflection............... L / 310 Load Duration Factor, C0................. 1.25 Size Factor Coefficient, C1... ...... ...... ......... 0.98 Trib. Area for Roof LL Reduction, A, (ft2)..... n/a Uniform Loads Allowable Stresses, Rxns., Roof Load = ( 32.0 psf) X ( 27/2 ) ft+ and Section Properties Partition = ( 12.0 psf) X ( ) ft M.O.E., ksi ............... 2,000.0 Floor Load = ( 52.0 psf ) X ( ) ft F'b, psi ...................... 3,563.5 = ( psf ) X ( ) ft F'v, psi ...................... 362.5 Beam Wt. = 27.2 plf Depth, d, in .............. 14.000 Total Uniform Load, wrL, ••••••••••••••••••••••••••••••• 459.2 plf Width, b, in ............... 7.000 Point Loads: None P1 at ............... 0.00 P2 at ............... 0.00 P3 at ............... 0.00 P4 at ............... 0.00 Demand Moment... ....... Demand Shear ............. Demand M.0 .1. ............ ft ft ft ft 29.7 4.687.9 1,571.4 11111111111111111 Rxn, (Left), lb ........... Rxn, (Riohtl, lb ......... PLL+DL = 0.0 lb ............. NONE pLL•OL = 0.0 lb ............. NONE PLL+DL = 0.0 lb ............. NONE pLL•OL = 0.0 lb ............. NONE ft-k ---S,eq'd................... 100.0 < 228.7 in3 lb. ---A,eq'd................... 19.4 < 98.0 in2 in4 ---Dac1ua1 .................. 0.865 < 0.881 in 14 PSL 15 GLB Trib. Area for Floor LL Reduction, Ar (ft2) ........... n/a KLL· .......... n/a 2669-Balaker-Beam.xlsx (Rev. 0912022) 5.224 5,224 *O.K.* *O.K." *O.K." Page: 5 Option One Consulting Engineers PROJ.: "Balaker Remodel"/ SFD J.N.: 0323-2669 CONVENTIONAL FOUNDATION DESIGN CBC Section 1808 12 inch wide X 12 inch deep cont. ft'g (1-Story Footing) 12 inch wide X 12 inch deep cont. ft'g (1-Story Footing) 18 inch deep (thick) pad footing Use min. (2) -#4 bar at top & bottom of all footings, typical U.N.O. Min. Max. Soil Bearing Pressure, SBP .......... 1,500 Allow. Stress Increase ................. 1.20 -+ 1,500 ASCE 7-16 psf Weight of Concrete, We................. 145 psf Weight of Soil, w . ... ... ... ... ... ... ... ... 110 psf Allow. SBP Increase .................... 0 psf / ft. depth Allow. SBP Increase ..................... O psf /ft. width When footing base is below .......... 0.0 feet When footing is wider than . .. . . . . . . . . . . 0.0 feet (1-Storv Footinq) (worst case) (1-Storv Footinq) (worst case) Roof ....... ( 38 ) * ( )= 0 ( 40 ) * ( )= 0 Wall ........ ( 14 ) * ( )= 0 ( 14 ) * ( )= 0 Floor ....... ( ) * ( )= 0 ( ) * ( )= 0 Roof ....... ( ) * ( ) = 0 ( 38 ) * ( )= 0 Total ....... 0 plf 0 plf Req'd Footing Width ........... LOAD / [SBP • {We -W,)) Max. Point Load ............... [SBP -(We -W,)] x L x W 1-Story Footing . . . ... .. o.o in < 12 in ....... rJf..l 1-Story Footing .............. 4.639 lb. 2-Story Footing . . . .. . . . o.o in < 12 in ....... or_i 2-Story Footing . . . . . . .. . . . . . . 4,639 lb. Required Pad Size ............. LOAD / [SBP -(We -W,)] (see charts below): Description / Location: RXN BM#1 RXN BM#2 Projected Length NTS Notes: 1). Use SBP for D + L load case; use SBP x Allow. Stress Increase for D + L + E load case. 2). An allowable stress increase of 1.2 can be used with special load combinations per ASCE 7-16 Section 12.4.3.3. References: 1 ). California Building Code (CBC), 2022 Editkln 2). ASCE 7-16 2669-Balaker-FDN.xlsx (Rev. 10/2022) Load Case D +L D +L+E P, (lb.) P, (lb.) 2,800 5,500 Allowable Load, P D +L D +L+E (lb.) (lb.) 5,860 7,060 7,417 8,935 9,156 11,031 11,079 13,348 13,185 15,885 15,474 18,643 17,946 21,621 20,602 24,820 23,440 28,240 26,462 31,880 29.666 35,741 33,054 39,823 36,625 44,125 40,379 48,648 Minimum Pad Size D+L D +L+E (inl) (in2) 24 n/a 24 n/a Pad Rebar Footing Size Req'd. /;n2) (Bott. E/W) 24 (2) -#4 27 (2) ·#4 30 (2) -#4 33 (2) -#4 36 (3) ·#4 39 (3) ·#4 42 (3) -#4 45 (3) ·#4 48 (4) -#5 51 (4) ·#5 54 (4) ·#5 57 (4) -#5 60 (5) -#5 63 (5) -#5 Page: 6 Building Permit Finaled Revision Permit Print Date: 10/04/2023 Job Address: 2646 MADISON ST, CARLSBAD, CA 92008-1721 Permit Type: Parcel #: Valuation: BLDG-Permit Revision 2031103800 $112,400.48 Work Class: Track#: Lot#: Permit No: Status: Residential Permit Revision Applied: Issued: {city of Carlsbad PREV2023-0047 Closed -Finaled Occupancy Group: R3 #of Dwelling Units: Project#: DEV2022-0214 Fina led Close Out: 04/03/2023 05/03/2023 10/04/2023 Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: No Project Title: BALAKER RESIDENCE Plan#: Construction Type:VB Orig. Plan Check#: CBR2022-3430 Plan Check#: Final Inspection: INSPECTOR: Description: CONVERT OFFICE BACK TO HOUSE: REMOVE GARAGE STRUCTURE/REPLACE BEAM IN KITCHEN Applicant: Property Owner: GEIS CO-OWNERS BALAK ER VICTOR AND ANGELA OWENN GEIS 3811 ALDER AVE 339 DURIAN ST VISTA, CA 92083-5601 (714) 402-6241 FEE BUILDING PLAN CHECK FEE (manual) Total Fees: $120.00 Building Division CARLSBAD, CA 92008-2704 Total Payments To Date: $120.00 Balance Due: 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov AMOUNT $120 00 $0.00 Pagelofl {city of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 FaradayAvenue 442-339-2719 www .carlsbadca.gov Original Plan Check Number CBR2 0 22-34 30 Plan Revision Number Project Address 2646 Madison St. Carlsbad CA 92008 Removal of 2 car garage from scope due to updated code AB 2097 General Scope of Revision/Deferred Submittal: _________________ _ Added structural drawings/ calcs due to existing header conditions uncovered during constriction. CONTACT INFORMATION: Name Owenn Geis Phone 714 402 6241 -------~ Fax~--------- Address 339 Durian St. city Vista Zip 92083 Email Address OWenngeis@gmail.COm Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: Ii] Plans Ii] Calculations D Soils D Energy D Other 2. 3. Describe revisions in detail List pagefs) where each revision is shown Removal of proposed garage structure. CS.1, A.1, A.2 Replacing existing beam in kitchen with new larger opening and footing A.2B, A.2C, S1 Removing 4x8" post in living room and replacing existing header with new beam and footings. A.2C, S1 ~--~ /'.-' 4. Does this revision, in any way, alter the exterior of the projec .1 ~1jes Ii] No 5. Does this revision add ANY new floor area(s)? D Yes Kl 6. Does this revision affect any fire related issues? D Yes Ii] No 7. Is this a complete set? [j] Yes ,. No £$'Signature /)IIIU(I( <j!!/J' Date 04/03/23 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 442-339-2719 www.carlsbadca.gov Email: building@carlsbadca.gov ·• .. ~ eption ene CITY CONSULJ!NG ENGINEERS STRUCTURAL CALCULATIONS PROJECT LOCATION DEVELOPER ARCHITECT ARCH.J.N. ENG.J.N. DATE "Victor Balaker Remodel"/ 5FD Carlsbad, CA Owner Owenn Geis NIA 0323-2669 March 28, 2023 CBC 2022 Ilia B. Sarad, P.E., S.E., S.E.C.B. Option One Consulting Engineers CBR2022-3430 n 2646 MADISON ST be 2755 Bristol Street, Suite CONVERT OFFICE BACK TO HOUSE: 1,632 SF REMODEL AND ADD DETACHED PREFAB GARAGE AT REAR OF YARD DEV2022-0214 2031103800 5/3/2023 CBR2022-3430