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Home My WebLink About2535 JEFFERSON ST; 12; PC2019-0001; PermitBuilding Permit Finaled Plan Check Permit Print Date: 04/17/2025 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 2535 JEFFERSON ST, # 12, BLDG-Plan Check 1551704512 $0.00 CARLSBAD, CA 92008-1420 Work Class: Track#: Lot #: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Description: LAGUNA DE LOS PATOS: DECK REPAIR AT TWO CONDOS Applicant: PRIMECO EDGAR M ANR IQUEZ 220 OCEANSIDE BLVD OCEANSIDE, CA 92054-4903 (760) 405-3425 FEE M ANUAL BUILDING PLAN CHECK FEE Residential Total Fees: $154.00 Total Payments To Date: $154.00 Building Division \Ccityof Carlsbad Permit No: Status: PC2019-0001 Closed-~d Applied: Issued: 01/08/2019 01/25/2019 Finaled Close Out: Final Inspection: INSPECTOR: Contractor: PRIMECO 220 OCEANSIDE BLVD OCEANSIDE, CA 92054-4903 (800) 881-8067 Balance Due: AMOUNT $154.00 $0.00 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 RESIDENTIAL BUILDING PERMIT APPLICATION 8-1 Plan Check R:2.Ql9-CXX)l Est . Value 1JM: OC:O- PC Deposit --------- Date -L-J---'-8..,__,_./f,'---- ff) W\I 'f~fl : /~S--1?0 -"fS--oq Job Address c2) .3 r .J~.--s-on $+ · Suite: APN: #' II : f ST-17 o -4 S--I I C.ez..--1 ~b ,..J , Cl ;i.oos --~-~--:-, CT /Project#: _________ Lot#: ____ Fire Sprinklers: y~ Air Conditioning: yes/ no 0 Addition/New: _____ Living SF, ___ Deck SF, ___ Patio SF, ____ Garage SF Is this to create an Accessory Dwelling Unit? Yes / No New Fireplace? Yes/ No, if yes how many? __ D Remodel: ____ SF of affected area Is the area a conversion or change of use ? Yes/ No 0 Pool/Spa: ____ SF Additional Gas or Electrical Features? ___________ _ □ Solar: ___ KW, ___ Modules, Mounted: Roof/ Ground , Tilt: Yes / No, RMA: Yes/ No, Battery: Yes / No Panel Upgrade: Yes/ No D Reroof: ___________________________________ _ D Plumbing/Mechanical/Electrical Only: ________________________ _ Other: huk: .fu~,..., &:: e..~I\ tf.$ APPLICANT (PRIMARY) Name: £A~; Mtl.Y\ri~Z: Address: .!2£o Ou-..,~~£ ity-J. City: Gr!:e-n,-~ J.+ State:c--1\ Zip:ct.'-oS-t/: Phone: :&°P leLL -7&.o L/,Ds-~ '!></~~--- Email:_ ~IN\V.,Y\ ..-·, 0 ue. -z..@ p.,; t'N.L,.O. com DESIGN PROFESSIONAL Name: 'l>v.,v, s ~voi J~1,,,+u1-1:.I {~\nu.r\~ Address: qoq,, Cltve...l,-"'J '::,{--, City:~~~ W State:c.-A Zip: 'j 20S:: t.f Phone: 7(,o &J{,{1 G 35S- Email: Js;(?Sw-+,h,; I t,oM Architect State License: __________ _ f eo,,.,.T M.<....,. ... "+ G~p:ci] Name: ,, Address: 30&$ Pio f>',c..p l>Lt.rE. ~'.,+c. J.o O City: ~ ....... l~bl'\.d State: £:-A-Zip: '1:loo f:> Phone: 7t,.o • ]).O • OD SS:::: :<-,c..+. / o3 Email: te&-.n O @f}r-jN\jM+-, COM CONTRACTOR BUSINESS Name: '?t2-tm(., L:o Address: 2:Lo Oc;.e.e-ns~k--e.Avcl • City: 0 U-4"\); Asz_ State: cA Zip: 1°,2.o.£1 Phone: Boo· eBt • BO'1] Email: \.Nwvll, f?t:'1mu:g. (...ON\ State License:"1t13/S--84 Bus. License: '.BL.O!> IJ..417:J.3 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500)). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov B-1 Page 1 of 2 Rev. 06/18 ( OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty af perjury one of the following declarations: □ I 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. ~ have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for t,pe ~rfj<mance of)jle wprk for ")'hich this A r it is issued. My workers' compensation insurance carrier and policy number are: lnsuranc~ompany Name: LJil( i~ C.,." ~ 1-1,v-s r I /,JC • Policy No. 1/: '{'o 3 -0 I ]ff Expiration Date: '1/ t,L?.olq □ Certificate 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 be come 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. CONTRACTOR SIGNATURE: _ _____,~..__c[22...,..;__...:;.:•'--------~GENT DATE:_1/_-'f....__.;;_/_j..__ ( OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: □ 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. 7044, 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). □ I, 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). □ I am exempt under Section _______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. □ Yes □ No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have cont racted (hired) the following persons to provide the work indicated (Include name/ address/ phone/ type of work): OWNER SIGNATURE: □AGENT DATE: _____ _ -------------------------- 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's Address: ____________________ _ ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? □ Yes □ No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? □ Yes □ No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? □ Yes □ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or aband ned at any time after the work is commenced for a period of 180 days (Section 106.4.4 • orm Building Code). APPLICANT SIGNATURE: 1635 Faraday Ave Carlsbad, CA 92008 B-1 Ph: 760-602-2719 Fax: 760-602-8558 Page 2 of 2 Email: Building@carlsbadca.gov Rev. 06/18 DATE: 1/17/2019 JURISDICTION: CARLSBAD PLAN CHECK#.: PC2019-0001 ✓. EsG1I A SAFEbu1ll Company SET: I PROJECT ADDRESS: 2535 JEFFERSON STREET □ APPLICANT _...-a-JD RIS. PROJECT NAME: DECK REPAIR FOR GRG MANAGEMENT(APT) D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's BUILDING codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: ~?') Email: Mail Telephone Fax In Person ho ~/ ~ REMARKS: Please have the engineer of work show the size of t, \[/f shown on detail 1 /S2. By: Bert Domingo Enclosures: EsGil 1/10/2019 9320 Chesapeake Drive, Suite 208 ♦ San Diego, Cali fornia 92123 ♦ (858) 560-1 468 ♦ Fax (858) 560-1576 CARLSBAD PC2019-0001 1/17/2019 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: Bert Domingo PLAN CHECK#.: PC2019-0001 DATE: 1/17/2019 BUILDING ADDRESS: 2535 JEFFERSON STREET BUILDING OCCUPANCY: R 3 BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier deck repair Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance 1997 UBC Building Permit Fee 3 1997 UBC Plan Check Fee ,.. , Type of Review: Complete Review 0 Repetitive Fee 3 Repeats □ Other D Hourly EsGil Fee Reg . Mod . VALUE D Structural Only Comments: In addition to the above fee, an additional fee of$ $ /hr.) for the CalGreen review. ($) 22,000 22,000 $134.831 is due ( hour@ Sheet 1 of 1 RHETT BAVCIII!: PfllEl!IIDENT, PE 046434 DUNN BAVCIII!: INC. STRUCTUAA.L E:NQlNJCEft.tNG 908 e . CLIEVELAND es-r. OCEANSIDE, CA 9~_0!54 TEL: (760)966•63!5!5 F"AX: ('760)966•6360 To: Carlsbad Building Department From: RHETT M. SAVOIE c/o: Edgar Manriquez, Prlmco Project Engineer Email: rhetts@surfdsi.com Email: emanriquez@primeco.com Pages: 1 including cover sheet Phone: 800-881-8067off, 760-40S-3425 mobile Date: Thursday, January 24, 2019 Re: 2525 Jefferson st Deck Repairs CC: • RE: Laguna De Los Patos Structural Clarification Deck Repairs at 2525 Jefferson St. Permit Application No PC2019-0001 Permitted plans clarification: 1. Detail 1/S2: connectors dimensioned at 3" on center are Simpson SOS strong drive screws,¼" diameter by 3" long. 2. Detail 3/S2 occurs at rim of deck to exterior wall: a. the ~T6224 strap is only required one side. b. The existing rim joist to far right is continuously supported by the exterior wall, it should be cut back 2" to allow for 2" bearing of the replacement deck rim joist (3.5x11 .25 Rigidlam 2.0E). In my professional opinion, the above revision is structural safe, and complies with the intent of our permitted plans and calculations, as well as the current 2016 California Building Code. Feel free to contact me if you have any further questions. The o ortunity to provide this professional service is appreciated. Sincerely, hett M. Savoie, PE C46423 DUNN. SAVOIE INC . 9:JB S CLEVELAND ST OCE.A1'-SID£. CA g:2,c,5..: 7c:-O 96t: .635=• Pt-<. STRUCTURA L E N G INEERI "'IG 7( 0 9U .. 6360 FX os,·~·s UR~D6•.CDIA [1•1AIL STRUCTURAL CALCULATIONS FOR LAGUNA DE LOS PATOS Deck Framing repair 2535 Jefferson St, Units #9 & l lBelow & 12 &13 Abov ITEM DESIGN CRITERIA DESIGN LOADS KEY PLAN GRAVITY DESIGN Carlsbad, CA 92008 (OSI JOB NO. 18-228.00) (Client: Jeffery Ellis/PrimeCO) DECEMBER 10, 2018 TABLE OF CONTENTS PC2019-0001 2535 JEFFERSON ST PAGE 1 2 3 #12 LAGUNA DE LOS PATOS: DECK REPAIR AT Tl/>/:J CONDOS 155170451 2 1/8/2019 PC2019-0001 DUNN SAVOIE INC. JOB 2525 Jefferson ave STRUCTURAL ENGINEERING _:::SH:.:::E:::ET,:_:N:;.::O:.:_, __ .....!... ______ __:O:.;_F _______ -1 9 08 S. CLEVELAND ST. ..::CA...:L;;;.CU;;;:LA;.;.T;.;;E;;_O ;;_;BY _____ A;__;_K __ ;__;_O_AT...:E;,__;_ ____ 1_0_/1_8---f OCEANSIDE, CA. 92054 PH: (760) 966-63 55 FAX: (760) 966-6360 DESIGN CRIJEBIA CODE: 2015 International Building Code (IBC) 2016 California Building Code (CBC) CHECKED BY SCALE WOOD: NOS 2015 CONCRETE: ACI 318-14 MASONRY: MSJC 2011 STEEL: AISC 14TH EDITION FOUNDATION CRITERIA CLASS 5 SOILS PER CBC TABLE 1806.2 ALLOWABLE SOIL PRESSURE FOR D+L CLASS 4 SOILS PER CBC TABLE 1806.2 LATERAL BEARING PRESSURE COEFFICIENT OF FRICTION SHORTTERM INCREASE DATE JOB# 18-228.00 1500 PSF 150 PSF/FT 0.25 1.33 DESIGN LOADS Roof DEAD LOADS Roofing DUNN SAVOIE INC. STRUCTURAL ENGINEERING 90B E. CLEVELAND ST. OCEANSIDE, CA. 92054 PH: (760) 966-6355 FAX: (760) 966-6360 Sloped 4:12 Roof x slope W/Clg factor (osf) 1.035 4.0 4.1 1/2" Plywd. Sheathing 1.7 1.8 2x8 Rafters @, 16" o.c. 2.2 2.3 2x Ceiling jst @ 16" o.c. 1.7 5/8" Gyp. Ceiling 2.8 Batt lnsul.(0.2x I rncl<.) 0.8 ME&P 0.8 Miscellaneous 1.7 2:ueaa Load 16.0 Live Load 20.0 2nd FL JOB SHEET NO. CALCULATED BY CHECKED BY SCALE 3rd FL Floor 2nd FL Deck 3rd FL Deck DEAD LOADS (psf) (psf) (psf) (psf) Tile 10 --- Floor Finish -4 4 4 1 1 /2" LT. WT Cone 13.8 -13.8 - 5/8" Plywood 2.0 2.0 2.0 2.0 Framing 3.3 3.3 10.2 10.2 lnsul 1.0 1.0 1.0 1.0 ME&P 1.0 1.0 1.0 1.0 5/8" Gyp B (Ceiling) 2.8 2.8 2.8 2.8 Miscellaneous 1.1 1.9 1.2 1.0 l: Dead Load 35.0 16.0 36.0 22.0 Live Load 40.0 60.0 40.0 60.0 Wood Column Interior Exterior Privacy DEAD LOADS (psf) (psf) (psf) Stucco 10.0 10.0 Inside Stucco 10.0 1/2" Gyp 4.4 2.2 3/8" Plywood 1 .1 1 .1 2x4 ® 16"o.c. 1.1 2x6 @ 16"o.c. 1.7 1.7 Batt Insulation 0.8 0.8 Miscellaneous 1.5 1.2 1.4 l: Dead Loads 7.0 17.0 25.0 2525 Jefferson ave OF AK DATE 10/18 DATE JOB# 18-228.00 OITC<JT,"810YE 1:;J5ueA·ue,,,c,""\ AND ~Pt.ACE \ DAl1"6EPeu<6 ~..._- T fEJ ,,.11 .JEA::,p~J ---' ;_...,_.._._.._.-(E) PO$T OJTC<JT, "910'v1!. 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RB-IOVEAI-OSEPI.ACE (EJ OAMA6ED DB-J,-•1 J57 loll l.Sxll.15 Rl ~ •·-0· ·----"-(f)J'/1(1 ---=-o.;, '--,e, •hi-' eH fEJ BLK TO 6E SE-l>IMAI.LED ------~-·-~- lE>~ALL-..___ ··(El RM JS: ~f.:;.~ED JOl$T :;~r:,~J,R., -GJ -).Op 1xl1 Sl&TERJ6T ;:.,~'.;.~~ED DECK J01$T REF.AIR (I) (;J • Ii DUNN SAVOIE INC. Project Title: 2535 Jefferson Ave Carlsbad STRU CTURAL ENGINEERING 908 6. CLEVELAND ST. OCEANSIDE, CA. 92054 PH: (760) 966·6355 FAX: (760) 966·6360 Title Block Line 6 Engineer: AK Project ID: 18-228.00 Project Descr: Remodel t Printed: 5 DEC 2018, 1 :08PM .. oo. 2525 Jelfeison Ave Cal1sbad-laguna de Los Patos\Eng\CALC18-228.00 -2525 Jeffetl;on Ave Cartsbad:ec6 SoftwarecopyrightENEI\CALC, INC. 1983-2018, Bulld:10.18.10.31 . Description : DJ-1 2x12@16'0.C. CODE REFERENCES ----------Calculations per NOS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade : Douglas Fir -Larch :No.2 Fb+ Fb- Fc -Prll Fe -Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0.182) . . . 900.0 psi 900.0 psi 1,350.0 psi 625.0 psi 180.0 psi 575.0 psi E : Modulus of Elasticity Ebend-xx 1 , 600. 0 ksi Eminbend -xx 580.0ksi Density 31.210pcf D 0.021328 L 0.07998 D 0 .046655 L 0.05332 2.x12 Span = 9.0 fl Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.0350, L = 0.040 ksf, Extent= 0.0 -» 5.0 ft, Tributary Width= 1.333 ft, (2nd FL Point Load : D = 0.1820 k @ 5.0 ft, (Wall=1 Y-1.333•a; Uniform Load : D = 0.0160, L = 0.060 ksf, Extent= 5.0 -» 9.0 ft, Tributary Width= 1.333 ft, (2nd FL Deck DESIGN SUMMARY I Maximum Bending Stress Ratio 1 Section used for this span 1 fb : Actual I FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Vertical Reactions Load Combination Overall MAXimum Overall MINimum ·+{1-+l-+H DOnly LOnly 0.594 1 2x12 534.71 psi 900.00psi +D+L+H Maximum Shear Stress Ratio Section used for this span fv: Actual 4.993ft Span# 1 0.034 in Ratio = 0.000 in Ratio= 0.069 in Ratio= 0.000 in Ratio= Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 3220>=360 0<360 1565>=240, 0<240.0 Support nolation : Far left is #1 Support 1 0.532 0.264 0.532 0.268 0.264 Support 2 0.555 0.323 0.555 0.232 0.323 Values in KIPS 0.228 : 1 2x12 41 .06 psi 180.00 psi +D+L+H 8.080ft Span# 1 -·. • DUNN SAVOIE INC. .. STRUCTURAL. ENGINEERING 908 S. CLEVELAND ST. OCEANSIOE, CA. 92054 PH: (760) 966·6355 F"A)<: (7150) 966-6360 Description : DJ-2 2-3.Sx 11.25 RL CODE REFERENCES Ti~e Block Line 6 Calculations per NOS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade : Roseburg : RigidLam LVL 2.0E Project Title: 2535 Jefferson Ave Carlsbad Engineer: AK Project ID: 18-228.00 C Project Descr: Remodel --:,,; Fb+ Fb- Fc -Prll Fe -Perp Fv Ft 3100 psi 3100 psi 3000 psi Printed: 5 DEC 2018, 1:08PM E : Modulus of Elasticity Ebend-xx 2000ksi Eminbend -xx 1056.958 ksi Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 750 psi 290 psi 2100 psi Density 41 .83 pct Repetitive Member Stress Increase -------------;,;,;.-;.-;-;;,,-----------------l.l(Q..tbQil~) -----) 3.5x11.25 Span= 9.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D = 0.0350, L = 0.040 ksf, Extent = 0.0 -» 5.0 ft, Tributary Width= 0.670 ft, (2nd FL Uniform Load: D = 0.0170 ksf, Extent= 0.0 -» 5.0 ft, Tributary Width= 8.0 ft, (Wall=17*1.333*8 Uniform Load : D = 0.0160, L = 0.060 ksf, Extent= 5.0-» 9.0 ft, Tributary Width= 0.670 ft, (2nd FL Deck Uniform Load: D = 0.020 k/ft, Extent= 5.0 -» 9.0 ft, Tributary Width= 1.0 ft, (Guardrail Point Load: D = 0.640, L = 1.744 k@ 5.0 ft, (3rd FL Deck: Point Load : D = 1. 779, L = 1.977 k @ 5.0 ft, (3rd FL FL: Point Load : D = 0.5120, Lr= 0.6420 k@ 5.0 ft, (RL: DESIGN SUMMARY I Maximum Bending Stress Ratio I Section used for this span fb: Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Vertical Reactions Load Combination Overall MAXimum Overall MINimum +D+lr-+H DOnly Lr Only 0.812 1 3.5x11 .25 2,618.84psi 3,224.00psi +D+L+H 4.993ft Span# 1 Maximum Shear Stress Ratio Section used for this span fv: Actual 0.122 in Ratio = 0.000 in Ratio = 0.233 in Ratio = 0.000 in Ratio= Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 884>=360 0<360 464>=240. 0<240.0 Support notation : Far left is #1 Support 1 Support 2 2.191 2.302 0.285 0.357 2.191 2.302 1.906 1.945 0.285 0.357 Values in KIPS •ffll·l,i•l: 0.540: 1 3.5x1 1.25 156.56 psi 290.00 psi +D+L+H 8.080ft Span# 1 i I a .. • DUNN 6AV0tE INC. • STRU CTURAL ENGINEERING 909 6. CLEVELAND GT. OCEANSIDE, CA. 92054 PH: 176D) 966·6355 F"AX: 1760) 966·6360 Title Block Line 6 Project Title: 2535 Jefferson Ave Carlsbad Engineer: AK Project ID: 18-228.00 Project Descr: Remodel {,c Printed: 5 DEC 2018, 1:32PM .00. 2525 Jefferson Ave Gat1sbad-Laguna de Los Patos\Eog\CAI.Cls.228.00 • 2525 Jefferson Ave Calsbad Description : Moment connection @ DJ-1 Cc,d_e ~~fe:en~s _ . .. . ···-· __ . ___________________________ _ Calculations per, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Centroid & Eccentricity Bolt Group Centroid ... X Distance O.OOOin Y Distance 0.500in Load Eccentricity from C.B.G Y Distance X Distance Total Moment Bolt Locations 8011#1 Bolt #2 Bolt#3 8011#4 Bolt #5 Bolt#6 Bolt#? Bolt#8 Bolt#9 Bolt #10 Bolt #11 Bolt #12 Applied Loads Load Magnitude Application Angle Horiz Dist from Datum Vert Dist from Datum Load Magnitude -0.500in O.OOOin O.OOk-in X Location= X Location= X Location= X Location= X Location= X Location= X Location= X Location= X Location= X Location = X Location= X Location= Dead Load 0.232 270.00 0.00 in 0.00 in Dead Load 0.760 Maximum Bolt Shear Forces -#9 (·12 •• 1'12 (·9.00,3.00) -"8(-12 •• )P/11 (-9.00.0.00) -•7 (·12 •• 10 (-9.00,-3.00) 12.00 in Y Location= 12.00 in Y Location= 12.00 in Y Location= 9.00 in Y Location= 9.00 in Y Location= 9.00 in Y Location= -12.00 in Y Location= -12.00in Y Location= -12.00 in Y Location= -9.00 in Y Location= -9.00 in Y Location= -9.00 in Y Location= L: Live Load Lr : Roof Live 0.323 270.00 270.00 L: Live Load Lr : Roof Live 0.650 3.00 in 0.00 in 3.00 in -3.00 in 0.00 in 3.00in -3.00 in 0.00 in 3.00 in -3.00 in 0.00 in 3.00 in S: Snow 0.000 270.00 S: Snow 0.000 Bolt Dist. From C.B.G Direct Shear Force Bolt# Load Combination X y X y Bo +O+L+H 12.000 in 2.500in 0.000k -0.046k Bo +O+L+H 12.000 in -0.500 in 0.000k -0.046 k Bo +O+L+H 12.000 in 2.500in 0.000k -0.046 k Bo +O+L+H 9.000 in -3.500 in 0.000k -0.046 k Bo +O+L+H 9.000 in -0.500in 0.000k -0.046 k Bo +O+L+H 9.000 in 2.500 in 0.000k -0 046 k Bo +O+L+H -12.000 in -3.500 in 0.000k -0.046 k Bo +O+L+H -12.000 in -0.500 in 0.000k -0.046 k Bo +O+L+H -12.000 in 2.500 in 0.000k -0.046 k -#6 (9.00. #3 (12.00.3.00) -#5 (9.00. #2 (12,00.0.00) -"4 (9.00,-J,00) W:Wind E: Seismic H: Earth 0.000 0.000 0.000k 270.00 270.00 270.00 deg CCW W:Wind E: Seismic H : Earth 0.000 0.000 0.000 k-ft Moment Torsional Shear Force Final Shear X y 1.41 k-ft -0.030 k 0.143k 0.101k 1.41 k-ft 0.006 k 0.143k 0.097k 1.41 k-ft -0.030 k 0.143k 0.101k 1.41 k-ft 0.042 k 0.107k 0.0741 1.41 k-ft 0.006 k 0.107k 0.061k 1.41 k-ft -0.030 k 0.107k 0.068k 1.41 k-ft 0.042 k -0.143k 0.1941 1.41 k-ft 0.006 k -0.1 43k 0.189k 1.41 k-ft -0.030 k -0.143k 0.1921( I [ii STRUCTURAL E:NGlNEERING lll 909 s. CLEVELAND ST. / OCEANSIOE, CA. 92054 PH: (760) 966-6355 . ~ FAX: 1760) 966·6360 •11 DUNN SAVOIE INC. Title Block Line 6 Description : Moment connection @ DJ-1 Maximum Bolt Shear Forces Bolt Dist. From C.B.G Bolt # Load Combination X y Bo ~+l+ti -9.000 in -3.500 in Bo ~+ti -9.000 in -0.500 in Bo ~+l+ti -9.000 in 2.500 in Project Title: 2535 Jefferson Ave Carlsbad Engineer: AK Project ID: 18-228.00 Project Descr: Remodel --J Printed: 5 DEC 2018, 1:32PM .00 -2525 Jeffeison Ave Cansbacl-Laguna de Los Patos\Eng\CALC18-228.00 -2525 Jefferson Ave carisbad.ec6 Software copyright ENERCALC, INC. 1983-2018, Build:10.18.10.31 . . . I Direct Shear Force Moment Torsional Shear Force Final Shear X y X y 0.000k -0.046 k 1.41 k-ft 0.042 k -0.107k 0.159k 0.000k -0 046 k 1.41 k-ft 0.006 k -0.107k 0.154k 0.000k -0.046 k 1.41 k-ft -0.030 k -0.107k 0.156k