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Home My WebLink About2604 EL CAMINO REAL; B; CBC2023-0017; PermitBuilding Permit Finaled (_ City of Carlsbad Commercial Permit Print Date: 05/18/2023 Job Address: 2604 EL CAMINO REAL, # B, CARLSBAD, CA 92008-1205 Permit Type: BLDG-Commercial Work Class: Parcel#: 1670307600 Track#: Valuation: $0.00 Lot#: Occupancy Group: B #of Dwelling Units: Project#: Plan#: Repair Bedrooms: Bathrooms: Construction Type:VB Orig. Plan Check#: Occupant Load: 49 Plan Check#: Code Edition: 2022 Sprin~ed: No Project Title: Description: UPS STORE: STRUCTURAL REPAIR (256 SF) OF WALKWAY OVERHANG Applicant: Property Owner: VANDI GENERAL REPAIRS AND CONSTRUCTlOI PLAZA SOUTH LLC INC MARCO GARCIA 8606 ARGENT ST, # C SANTEE, CA 92071-4174 (619) 755-4472 FEE BUILDING PLAN CHECK REPAIRS-MISCELLANEOUS-COMMERCIAL ROBIN BEALE CAMERON 10721 TREENA ST, # 200 SAN DIEGO, CA 92131-1081 (619) 469-3600 SB1473 -GREEN BUILDING STATE STANDARDS FEE Total Fees: $651.10 Total Payments To Date: $651.10 Permit No: Status: CBC2023-0017 Closed -Finaled Applied: 01/27/2023 Issued: 03/23/2023 Finaled Close Out: 05/18/2023 Final Inspection: 05/16/2023 INSPECTOR: Kersch, Tim Alvarado, Tony Contractor: VANDI GENERAL REPAIRS AND CONSTRUCTIOI INC PO BOX 713035 SANTEE, CA 92072-3035 (619) 755-4472 Balance Due: AMOUNT $256.10 $394.00 $1.00 $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. Jf 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 (city of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION 8-2 Plan Check {13C;;JQ:J3 -gJJt7 Est. Value Jt; 60D, PC Deposit "Q~. IQ Date Q!j I /::i?b?, 7 Job Address 2t;,cp4 Fil lflm:,'ltO f2w Suite:_..:=... __ APN: _________ _ Tenant Name #: _______________ lot #: ____ Vear Built: ________ _ Vear Built:___ Occupancy:___ Construction Type:__ Fire sprinklers:O'ES0NO A/C:OYESQNO BRIEF DESCRIPTION OF WORK:+ ~lJ?vCTV~l-:}L. P:ef?AJ f'R: D Addition/New: __________ New SF and Use, _________ New SF and Use ______ SF Deck, SF Patio Cover, SF Other (Specify) ___ _ Drenant Improvement: ____ SF, Existing Use: ______ Proposed Use: _____ _ ____ SF, Existing Use: Proposed Use: _____ _ D Pool/Spa: ____ SF Additional Gas or Electrical Features? __________ _ D Solar: ___ KW, ___ Modules, Mounted:ORoof OGround D Reroof: _______________________________ _ D Plumbing/Mechanical/Electrical Gather: f-c,p,tit J.5l.e~1 ff o/ PRIMARY APPLICANT Name: Af /Jt-VJ (uvi &\ Address: !Jf,qf ~st S'u;-(e...(_ City: ~t<&-: State: C-A Zip: q 2f? 7 I Phone: Ct It) 4s:5S3( 0 Email: Jl(lgt"U),a.--c,-,,,(f VICf,n$bvc.h',v,. Yl.K I DESIGN PROFESSIONAL Name, Q~h~ Address: iiA:v<, Sv1Je. JOO City: f~t?fJ:a State: vfl Zip: :Jiooj Phone: ilt$4'3~ -JI ~'6 Em ai I: f> VY'-e~ Ur t ~~ 00@ ') YhA/f ,c.,on,,i Architect State License: 01..; (L O :} PROPERTY OWNER Name: ?f0.7C-l ~({JIU./-<......, l.ll. Address: trJ72 ( Tr-0~ sf, ~vtle '1-00 City: ~ 01"!1! State: C.,}t Zip: -, 21 ~I Phone: {p/1 'f (p7 3Gt0o Email: tv1icll'u(e&p?c1Ae,.@s+u?mntRrt11g ,, (.oVY\ CONTRACTOR OF RECORD Business Name: vatiJJi C7ev\h't:tl ?:(t:tir5 ft..,.). l,D~1len Address: . <i{po(p ~ s+ Sv.· k C. City: ~{--uL State: C/f Zip: 'f 1-07 I Phone: a,1q 7S-S--1-t.J72 Email: val'lGI i & vrco,1d\r;ycfio n~nt+ CSLB License#: /Ot/-0/ O(o Class: __ l3;;;...._ ___ _ Carlsbad Business License n (Required): fJLuS QJ:2/ l/l,,-07- APPLICANT CERT/FICA TION: I certify that I have read the application and state that the above information is correct and that the 2() 2 Z- inf ormationon the plans is accurate. /agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): Man» f?an,tt , SIGN:~ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 REV. 07/21 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: lherebyaffirmunderpenoltyofperjurythatlamlicensedunderprovisionsofChapter9(commencingwithSection7000)ofDivision3 of the Business and Professions Code, and my license is in full forceandeffect. lalsoaffirm under penalty of perjury one of the t ol lowing declarations {CHOOSE ONE): D1 have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. Policy No. _____________________________________ _ ~ and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: ____________________ _ Policy No. 12 &-&2{;P,s--i 1--ExpirationDate:_~/~0_·~2~(_-~-z_3~· -----~- -OR- Ocertificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage Is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: ____________________ .Lender'sAddress: ___________________ _ CONTRACTOR CERTIFICATION: /certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. /agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): _________ SIGNATURE: _________ DATE: _____ _ Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. -OR - (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that J am exempt from Contractor's License Law for the following reason: r, I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. L...;d44, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR-01, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR-□1 am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand thatacopyof the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Website: http:llwww.leginfo.ca.govlca/aw.html. OWNER CERTIFICATION: /certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. /agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): [J\C\rl-0 l7 Ovt,'e>, SIGN: ~ DATE:_/ / .... 2_, <i_,_/_z_)> __ Note: If the person signing above is an authorized agent for the property owner include form B-62 signed by property owner. / 1635 Faraday Ave Carlsbad,CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 2 REV. 07121 PERMIT INSPECTION HISTORY for (CBC2023-0017) Permit Type: BLDG-Commercial Work Class.: Repair Status: Closed -Finaled Application Date: 01/27/2023 Owner: PLAZA SOUTH LLC Issue Date: 03/23/2023 Subdivision: PARCEL MAP NO 08586 Expiration Date: 10/24/2023 IVR Number: 46205 Address: 2604 EL CAMINO REAL, # B CARLSBAD, CA 92008-1205 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Thursday, May 18, 2023 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Angie Teanio Status COMMENTS TEXT 619-543-8316 Marco Passed Yes Yes Yes Yes Yes Created Date 05/15/2023 Page 2 of 2 Building Permit Inspection History Finaled ( City of Carlsbad PERMIT INSPECTION HISTORY for (CBC2023-0017) Permit Type: BLDG-Commercial Work Class: Repair Status: Closed -Finaled Application Date: 01/27/2023 Owner: PLAZA SOUTH LLC Issue Date: 03/23/2023 Subdivision: PARCEL MAP NO 08586 Expiration Date: 10/24/2023 IVR Number: 46205 Address: 2604 EL CAMINO REAL, # B CARLSBAD, CA 92008-1205 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 04/20/2023 04/20/2023 BLDG-11 208562-2023 Passed Tony Alvarado 04/27/2023 05/16/2023 F ou ndation/Ftg/Piers (Rebar) Checklist Item COMMENTS TEXT BLDG-Building Deficiency NOTES Created By Angie Teanio 619-453-8316 Marco BLDG-12 Steel/Bond Beam Checklist Item 208744-2023 COMMENTS BLDG-Building Deficiency BLDG-16 Insulation Checklist Item 208745-2023 COMMENTS BLDG-Building Deficiency BLDG-17 Interior Lath/Drywall Checklist Item 2087 46-2023 COMMENTS BLDG-Building Deficiency 04/27/2023 BLDG-11 Foundation/Ftg/Piers (Rebar) Checklist Item 209305-2023 COMMENTS BLDG-Building Deficiency April 27, 2023: Passed Passed Passed Passed Tony Alvarado Tony Alvarado Tony Alvarado Tony Alvarado 1. Verified structural column, seismic metal connector, CB Simpson product hardware, per engineered plans and detail specifications -approved. NOTES Created By Angie Teanio BLDG-34 Rough Electrical 209457-2023 TEXT 619-453-8316 Marco Passed Checklist Item COMMENTS BLDG-Building Deficiency 05/16/2023 BLDG-Final Inspection 211111-2023 Passed Tony Alvarado Tim Kersch Thursday, May 18, 2023 Passed Yes Created Date 04/19/2023 Passed Yes Passed Yes Passed Yes Passed Yes Created Date 04/26/2023 Passed Yes Complete Complete Complete Complete Complete Complete Complete Page 1 of 2 ENGINEERING SUN Structural Engineering, Inc. Consulting Structural Engineers 2292 Faraday Ave. Suite lO0 Carlsbad, CA. 92008 Tel: (760)438-1 I 88 City .Jt.. Structural Calculations 2604 El Camino Real Walkway Beams and Column Fixes CBC2023-0017 2604 EL CAMINO REAL UPS STORE: STRUCTU #8 WALKWAY OVERHANG RAL REPAIR (256 SF) OF 1670307600 3/1/2023 CBC2023-0017 I.. 'I SUN Structural Engineering ENGINEERING Consultin2 Structural Eo2ineers LOADING: ROOF: 2604 El Camino Real Damaged Beam and Column Replacement Date: 2/2023 By: C.S. Sheet-2 CON CRETE TILE ----------------------------------------------------------12. 0 P SF 3x4@ 14" O.C. ---------------------------------------------------------------2.0 PSF 4xl O Resawn@ 5'-0" ---------------------H-••-------------------------------3.0 PSF D.L. = 17.0 PSF LL = 20.0 PSF Sun Structural Engineering, Inc. 2292 Faraday Ave. Suite 100 Description : Design of New Beam to Replace Damaged 6x1 B Beam Material Properties Project Title: Engineer: Project Oescr: Project ID: Pnnte,1: ~ JAN 2021 1 OoPM Analysis Method : Allowable Stress Design Load Combination ASC E 7-16 Fb-Tension Fb-Compr Fe-Prll 1350psi 1350psi 925psi 625psi 170psi 675psi E : Modulus of Elasticity Ebend-xx 1600 ksi Eminbend. xx 580ksi Wood Species : Douglas Fir -Larch Wood Grade : No.1 Fe-Perp Fv Beam Bracing : Completely Unbraced Ft Density 31.2pcf D(0.1) Lr(O. 121 I ! 6.0 X 18.0 Span ,,. 16.0 ft _ Ap_elied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D = 0.10, Lr= 0.120, Tributary Width= 1.0 fi ___ D~GNSY.M.~..BY ---· .. "····-·····-·---· · -·-·-···· ..... Maximum Bending Stress Ratio 0.1 BS 1 ' Section used for this span 6.0 X 18.0 fb: Actual = 288.47psi FB : Allowable "' 1,563.41 psi Load Combination +D+Lr Location or maximum on span "' 8.000ft Span # where maximum occurs Span # 1 Maxlmum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.038 in 0.000 in 0.077 in 0.000 in Maximum Shear Stress Ratio Section used for this span fv: Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = 5033 >=360 Ratio = 0 <360 Ratio"' 2481 >=180 Ratio"' 0<180 .......... ····--···-··--·····-····-·,··-, .. --.. -·-·· ...... ,-·-··---····--·····. ·····--··········--" ............... • ..,,.,.,.,,.o•,•-•••••rn-••••--,.-•••••• ...... ···-·-·····--·-·-···--•= ---~~~ ., --••••••••••••••••••u•--•-~••••MO'° ___ , Maxl~u~ F~~ ~-$~~••e,s f~r L~ad,P.om.,.na,on11,. _ Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd CFN Ci Cr Cm C I CL M lb D Only Length = 16.0 ft 0.128 0.073 0.90 0.959 1.00 1.00 1.00 1.00 0.98 3.95 146.25 -tO+Lr 0.959 1.00 1.00 1.00 1.00 0.98 Length = 16.0 ft 0.185 0.104 1.25 0,959 1.00 1.00 1.00 1.00 0.97 7.79 288.47 -tO+O. 750Lr 0.959 1.00 1.00 1.00 1.00 0.97 Length = 16.0 ft 0.162 0.091 1.25 0.959 1.00 1.00 1.00 1.00 0.97 6.83 252.92 +0.60D 0.959 1.00 1.00 1.00 1.00 0.97 Length = 16.0 ft 0.045 0.025 1.60 0.959 1.00 1.00 1.00 1.00 0.95 2.37 87.75 •••••••••••••••••••••••H••••••••• F'b 0.00 1140.60 0.00 1563.41 0.00 1563.41 0.00 1965.62 Design OK 0.104: 1 6.0 X 18.0 22.11 psi 212.50 psi +D+Lr 14.540 ft Span# 1 •• •rn••••-••-•••••••••••••••oHO Shear Values V fv 0.00 0.00 F'v 0.00 0.81 11.21 153.00 0.00 0.00 0.00 1.59 22.11 212.50 0.00 0.00 0.00 1.40 19.38 212.50 0.00 0.00 0.00 0.48 6.73 272.0D Sun Structural Engineering, Inc. 2292 Faraday Ave. Suite 100 Project Title: En9ineer: ProJect Descr: Description : Design of New Beam to Replace Damaged 6x18 Beam overall ,.._aximurn Deflections •• Load Combination +0-+lr Vertlca_l Reactio!!s Load Combination Overall MAXimum Overall MINimum 0Only ..0-+Lr +0+0.750lr +0.60D LrOn!y Span Max.•-• Deft Location in Span Load Combination 0.0774 8.058 Support notation: Far left is #1 Support 1 1.947 0.592 0.987 1.947 1.707 0.592 0.960 Support2 1.947 0.592 0.987 1.947 1.707 0592 0.960 Project ID: Max. "+' Defl Location in Span 0.0000 0.000 Values in KIPS Sun Structural Engineering, Inc. 2292 Faraday Ave. Suite 100 Description : Load Combinations Used: ASCE 7~16 General Information · Material Properties fc : Concrete 28 day strength fy : Rebar Yield Ee: Concrete Elastic Modulus Concrete Density tp Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. Min. Overturning Safety Factor Min. Sliding Safety Factor Add Ftg Wt for Soil Pressure Use fig wt for stability, moments & shears Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shear DimensiQns 2.50 ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.750 == 0.00180 1.0: 1 = 1 ~o ~ 1 Yes No No No Project Title: Engineer: ProJect Descr: Project ID: Soil Design Values Allowable Soil Bearinr 1.50 ksf Increase Bearing By coting Weight = No Soil Passive Resistance (for Sliding) 100.0 pcf Soil/Concrete Friction Coeff. Increases based on footing Depth ft Footing base depth below soil surface == Allow press. increase per foot of depth ksf when footing base is below = ft Increases based on footing plan dimension Allowable pressure increase per foot of depth ksf when max. length or width is greater than ::, ft -----"---~--------------------------------- Width p~rallel to X-X Axis length parallel to Z-Z Axis Footing Thickness Pedestal dimensions ... px : parallel to X-X Axis pz : parallel to Z-Z Axis Height Rebar Centerline to Edge of Concrete ... at Bottom of footing "' Reinforcing Bars parallel to X-X Axis Number of Bars Relnforcing Bar Size Bars parallel to Z-Z Axis Number of Bars Reinforcing Bar Size Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation # Bars required within zone # Bars required on each side of zone f.ppJied,,L9a~• , : ···.· P : Column Load OB : Overburden M-x:x M-zz V-x V-z = = = D 2.0 fl 2.0 ft 24.0 in in in in 3.0 in 4.0 # 5 4.0 # 5 n/a n/a nla 2.80 Lr 2.0 z L s w E H k ksf k-ft k-ft k k Sun Structural Engineering, Inc. 2292 Faraday Ave. Suite 100 Description : _f!ESIQN$UIAMARY Min. Ratio PASS 0.9933 PASS n/a PASS n/a PASS nla PASS n/a PASS n/a PASS 0.01450 PASS 0.01450 PASS 0.01450 PASS 0.01450 PASS n/a PASS 0.0 PASS n/a PASS n/a PASS n/a Oetailed R~sults Soil Bearing Rotation Axis & Load Combination ... X-X, DOnly X-X, +D+Lr X-X, +D+0.750Lr X-X, -+-0.600 Z-Z, 0 Only z.z, +D+lr Z-Z, +D+0.750Lr 2-Z, +0.60D Overtur11lng Stability Rotation Axis & Load Combination ... Footing Has NO Overturning Sliding Stability. Force Application Axis Item Soil Bearing Overturning -X-X Overturning -Z-Z Sliding -X-X Sliding -Z-Z Uplift Z Flexure (+X) Z Flexure (-X) X Flexure ( +Z) X Flexure (-Z) 1-way Shear (+X) 1-way Shear (-X) 1-way Shear (+Z) 1-way Shear (-Z) 2-way Punching Gross Allowable 1.50 1.50 1.50 1.50 1,50 1.50 1.50 1-50 Applied 1.490 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.0 k 0.0 k 0.820 k-ft 0.820 k-ft 0.820 k-ft 0.820 k-ft 0.0 psi 0.0 psi o.o psi 0.0 psi 0.9256 psi Xecc Zecc {in) n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 0.0 n/a 0.0 nla 0.0 n/a 0.0 n/a Overturning Moment Project Title: Engineer: Project ID: ProJect Descr: Capacity Governing Load Combination 1.50 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.0 k 0.0 k 56.555 k-ft 56.555 k-ft 56.555 k-ft 56.555 k-ft 75.0 psi 0.0 psi 75.0 psi 75.0 psi 75.0 psi +O+Lr about Z-Z axis No Overturning No Overturning No Sliding No Sliding No Uplift +1.20D+1.60Lr +1.20D+1.60Lr +1.20D+1.60Lr + 1.20D+ 1.60Lr n/a n/a nla nla +1.200+ 1.60Lr Actual Soil Bearing Stress @ Location Bottom, -2 Top, +Z Left, -X Right, +X 0.990 0.990 n/a n/a 1.490 1.490 n/a n/a 1.365 1.365 n/a n/a 0.5940 0.5940 n/a n/a n/a n/a 0.990 0.990 n/a n/a 1.490 1.490 n/a n/a 1.365 1.365 n/a n/a 0.5940 0.5940 Resisting Moment Stability Ratio Actual I Allow Ratio Status All units k 0.660 0.993 0.910 0.396 0.660 0.993 0.910 0.396 Load Combination... Sliding Force Resisting Force Stability Ratio -~---------------.......:~-----------=-------Status Footing Has NO Sliding Footing Fle)cure Flexure Axis & Load C001bination X-X, +1.40D X-X. +1.400 X-X, +1.200+0.SOLr X-X, + 1.20D-+0.50Lr X-X, +1.20D X-X, +1.200 X-X, +1.20D+1.60Lr X-X, +1.20D+1.60Lr X-X, +0.90D X-X, +0.90D Z-2, +1.40D Z-Z, +1.40D Z-Z, +1.20D+0.50Lr Z-Z, +1.20D+0.SOLr Z-Z, +1.20D Z-Z, +1.20D t,\J k-fl 0.490 0.490 0.5450 0.5450 0.420 0.420 0.820 0.820 0.3150 0.3150 0.490 0.490 0.5450 0.5450 0.420 0.420 Side Tension Surface +Z Bottom -Z Bottom +Z Bottom -Z Bottom +Z Bottom .z Bottom +Z Bottom -l Bottom +Z Bottom .z Bottom -X Bottom +X Bottom -X Bottom .. x Bottom -X Bottom +X Bottom AsReq'd Gvm.As Actual As Phi•Mn Status in"2 in•2 in"2 k-ft 0.5184 Min Temp% 0.620 56.555 OK 0.5184 Min Temp% 0.620 56.555 OK 0.5184 Min Temp% 0.620 56.555 OK 0.5184 Min Temp% 0.620 56.555 OK 0.5184 Min Temp% 0.620 56.555 OK 0.5184 Min Temp% 0.620 56.555 OK 0.5184 Min Temp% 0.620 56.555 OK 0,5184 Min Temp% 0.620 56.555 OK 0.5184 Min Temp% 0.620 56.555 OK 0.5184 Min Temp% 0.620 56.555 OK 0.5184 Min Temp% 0.620 56.555 OK 0.5184 Min Temp% 0.620 56.555 OK 0.5184 Min Temp% 0.620 56.555 OK 0.5184 Min Temp% 0.620 56.555 OK 0.5184 Min Temp% 0.620 56.555 OK 0.5184 Min Temp¾ 0.620 56.555 OK Sun Structural Engineering, Inc. 2292 Faraday Ave. Suite 100 Description : Z-Z, +1.200+1.60Lr Z-Z, +1.200+1.60Lr Z-Z. -+-0.900 0.820 0.820 0.3150 -X Bottom +X Bottom -X Bottom Project Title: Engineer: Proiect Descr: 0.5184 Min Temp% 0.5184 Min Temp% 0.5184 Min Temp% 0.620 0.620 0.620 Project ID: . ~1\t,~lll23\~~-t.ec6 7:;Q:&;17J;a,v~ir.o:11;s.31 56.555 56.555 56.555 .. OK OK OK Sun Structural Engineering, Inc. 2292 Faraday Ave. Suite 100 Description : iooting flexure Flexure AXis & Load Combination Z-Z, +0.900 Mu k-ft Side Tension Surface 0.3150 _+X Bottom Project Title: Engineer: ProJect Descr: AsReq'd in•2 0.5184 Min Temp% Actua!As . irr'2 0.620 Project ID: Pnnled rl FEB 1023. 10:~M -. Phi•Mn k-ft 56.555 Status OK One Way Shear___ ------~·. -----· ~--------------------------~ Load Combination... Vu @ -X Vu @ +X +1.40D o.oo osi 0.00 psi +1.20D+0.SOLr 0.OOPsi O.0Oosi +1.20D o.00Psi o.ooosi +1.20D+1.60Lr 0.00 osi 0.00 psi +0.90D · . 0.00 psi 0.00 psi __ Two-Way "Punching" Shear _. ____ _ _ Load Combination ... +1.40D +1.20D+0.50Lr +1.200 +1.20O+1.60Lr +Q.90O Vu 0.55 psi 0.62 psi 0.47 psi 0.93 osi 0.36 psi r--HbA-l?!~ 0 ~ r\.~A-q"ltN rv.L.~ 'h<.l t ·D'-9:J Vu@-Z Vu@+Z 0.00 psi 0.00 psi 0.00 osi 0.00 osi 0.00 psi 0.00 psi 0.00 psi 0.00 osi 0.00 osi 0.00 osi Phi•vn 150.00osi 150.00psi 150.00osi 150.00osi 150.00osi Vu:Max 0.00osi 0.00osi 0.00osi 0.00osi 0.00psi Vu/Phi"Vn 0.003687 0.004101 0.00316 0.00617 0.00237 Phi Vn Vu I Phi"Vn 75.00 psi 0.00 75.00 psi 0.00 75.00 osi 0.00 75.00 psi 0.00 75.00 psi 0.00 Status 0.00 0.00 0.00 0.00 0.00 All units k Status OK OK OK OK OK