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HomeMy WebLinkAbout2555 Glasgow Dr; ; CBR2018-1446; PermitCcityof Carlsbad Print Date: 11/29/2018 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2555 Glasgow Dr BLDG•Residentia1 2081911000 $6,707.52 Residential Permit Work Class: lot#: Reference #: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Patio Description: 160 SF ATTACHED PATIO COVER// 384 SF DETACHED PATIO COVER Applicant: Owner: Status: Applied: Issued: Permit Finaled: Inspector: Final Inspection: Contractor: Permit No: CBR2018-1446 Closed -Finaled 06/18/2018 10/25/2018 CRenf 11/29/2018 10:03:20AM CARRIE JONES COOWNERJOHNSTON MICHAEL B /HALVERSON KELLY J EPIC LANDSCAPE CONSTRUCTION 619-884-3891 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-RESIDENTIAL Total Fees: $14S.86 2555 Glasgow Dr CALRSBAD,CA 92010 Total Payments To Date: $145.86 2082 Honey Springs Rd Jamul, CA 91935-7506 619-342-6320 Balance Due: 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. $0.00 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov $88.35 $55.64 $1.00 $0.87 {cicyof Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION 8-1 Plan Check Qb\'.l,.20\~ -\L\l.\lJ> Est. Value ~;) L q ··· PC Deposit --------- JobAddress___::J.:.....=S:...::~=-=--G=-½=~f/YW=--'~!...:.-'-.... ~-==--Suite: ___ APN: 2.o'i,-\9 \ -to-o{) CT/Project#:. __________ Lot#: ____ Fire Sprinklers: yes I@ Air Conditioning: yes@ BRIEF DESCRIPTION OF WORK: ....:~=-c....;___::__..:..;:_--1~"-"""-"'.:,. ).___~=.,.=:.._...(c...-.s::fL::>.LhtJ-'--~-'-"--?'-!.-""""'i'-'-'-t,l)-'--~=-""-"'-c....:....- □ Addition/New: ______ New 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 □ Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _ □ Solar: ___ KW, Modules, ___ Mounted, Tilt: Yes/ No, RMA: Yes/ No, Panel Upgrade: Yes/ No, Battery Yes/ No D Reroof: __________________________________ _ □ □ APPLICANT (PRIMARY.l,,_, Name: ( ~ ~ Address: S'] ~~ f'\~a. \l.J; City:~ 'S:i~ State:.C..b.._zip: ~;;l-{0Q Phone: ~ L'l:_ --y<;:4-3 g<'{ ~ Email: CfaC"'C' ~~0"% e: "'--&:.A\. 6-/h'.) DESIGN PROFESSIONAL Name: _________________ _ Address: ________________ _ City: ________ State: ___ .Zip: ____ _ Phone: _________________ _ Email: _________________ _ Architect State License: ___________ _ CONTRACTOR BUSINESS Name: ___________________ _ Address: __________________ _ City: _______ State: ___ Zip: _____ _ Phone: ___________________ _ Email: ___________________ _ State License: ______ Bus. License: ______ _ (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 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 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 hear by affirm under penalty of perjury one of the following declarations: □ t 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. □ I have 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. ______________ Expiration Date: _________ _ D 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: __________________ □AGENT DATE: _____ _ ( OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: 0 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). 0 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 O No 2. l (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 1 ted (hired) the following persons to provide the work indicated {include name/ address/ phone/ type of work): OWNER SIGNATURE: ______________ r&JAGENT 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? 0 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? 0 Yes □ No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D Yes D 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 CERITIFICATION: 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 abandoned at anytime after the work is commenced for a period of 180 ( ction 106.4.4 Uniform Building Code). APPLICANT SIGNATURE: ---ic,q...-1-----------------DATE: ~6~--\_i_-_,_f __ 1635 Faraday Ave Carlsbad, C B-1 Ph: 760-602-2719 Fax: 760-602-8558 Page 2 of 2 Email: Building@carlsbadca.gov Rev. 06/18 PERMIT INSPECTION HISTORY REPORT (CBR2018-1446) Permit Type: BLDG-Residential Application Date: 06/1812018 Owner: Work Class: Patio Issue Date: 10/2512018 Subdivision: Status: Closed -Finaled Expiration Date: 04/2912019 Address: IVR Number: 11996 Scheduled Date Actual Start Date Inspection Type Inspection No. Inspection Status Primary Inspector 10/29/2018 1012912018 11/29/2018 11/29/2018 November 29, 2018 BLOG-11 Foundatlon/Ftg/Pler s (Rebar) 074356-2018 BLDG-Final Inspection Checklist Item BLDG-Building Deficiency 077380-2018 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG•Electrical Final Passed Chris Renfro COMMENTS Passed Chris Renfro COMMENTS COOWNER JOHNSTON MICHAEL B /HALVERSON KELLY J 2555 Glasgow Dr Carlsbad, CA 92010-5602 Reinspection Passed Yes Passed Yes Yes Yes Yes Yes Complete Complete Complete Page 1 of {"cicyof Carlsbad Development Services SPECIAL INSPECTION R £: C ~ Building Division AGREEMENT C / V[: 0635 Faraday Avenue B-45 0 CT 2 4 2018 160-602-2119 Ct;yOF C www.carlsbadca.gov In accordance with Chapter 17 of the California Building Code the following must be co~""'4ti19Y!,RJ work being performed requires special inspection, structural observation and construction material testing. Project/Permit: t!2(J..2-0(~ t44G, A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder □. (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please print) {! AA-14 A fu vcrt-S e> __.) {First} (M.1.} (Last) Mailing Address· ol--"S S :[ auts<o ....J bAp.J c.-=- Email· (! ~ ., ,,:?,t...SC..J Q 4'/'rA-f L • C! '-" I'-\. I am: ~roperfy Owner □Property Owner's Agent of Record □Architect of Record □Engineer of Record State of California Registration Numbe · Expiration Date: ________ _ AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testi n off-site fabrication of building components, as prescribed in the statement of special inspection d on the ap a plan and, as required by the California Building Code. Signatur · . a . A._.-<'----Date: ,;It/ cf)e'r cO{ ~ B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor I builder / owner-builder. Contractor's Company Name: ___________________ Please check if you are Owner-Builder □ Name: (Please print) __________________________________ _ (First) (M.l.) (Last) Mailing Address: _________________________________ _ Email: _________________________ Phone_· ___________ _ State of California Contractor's License Number: __________ Expiration Date: _______ _ • I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; • I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; • I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and • I certify that I will have a qualified pers within our (the contractor's) organization to exercise such control. • I will rovide a final re ort I lette com liance with CBC Section 1704.1.2 rior to re uestin final ins B-45 Page 1 of 1 Rev. 08/11 DATE: 10/22/2018 JURISDICTION: City of Carlsbad PLAN CHECK#.: CBR2018-1446 ✓• EsG1I A SAFEbu1lt Company SET: II PROJECT ADDRESS: 2555 Glasglow Drive PROJECT NAME: Patio Covers and. Retaining Wall □ APPLICANT □ JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building 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 plicant that the plan check has been completed. Person contacted: Date contacted: Mail Telephon Fax Telephone#: (by: iJlly Email: lnWson ~ REMARKS: Please have applicant provide designer signature for sheet 1 of plans. City to verify special inspection form has been received and provide the City's soils stamp for applicant to sign prior to final approval at the jurisdiction. By: Ryan Murphy EsGil 10/15/2018 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 ✓• EsG1I ;\ SAFf:buill' Cornp,wy DATE: 06/29/2018 JURISDICTION: City of Carlsbad PLAN CHECK#.: CBR2018-1446 SET: I □ APPLICANT □ JURIS. PROJECT ADDRESS: 2555 Glasglow Drive PROJECT NAME: Patio Covers and Retaining Wall □ □ □ □ □ ~ □ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Carrie Jones EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Carrie Jones Telephone#: (618) 884-3891 Date contacted:,} '2,,-(by~ ) Email: carriejones@hotmail.com Mail ~ Fax In Person REMARKS: By: Ryan Murphy EsGil 06/19/2018 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 City of Carlsbad CBR2018-1446 06/29/2018 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CBR2018-1446 JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2555 Glasglow Drive FLOOR AREA: Attached Patio: 160 sq. ft. Detached Patio: 288 sq. ft. STORIES: 1 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 06/18/2018 DATE INITIAL PLAN REVIEW COMPLETED: 06/29/2018 . FOREWORD {PLEASE READ): HEIGHT: 10' DATE PLANS RECEIVED BY ESGIL CORPORATION: 06/19/2018 PLAN REVIEWER: Ryan Murphy This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2015 IRC, 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad CBR2018-1446 06/29/2018 PLANS 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2016 California Residential Code, which adopts the 2015 IRC, 2015 UMC, 2015 UPC and the 2014 NEC. Section R106.1. 4. The concrete retaining wall included in calculation package and shown on sheet T1 was not included in the original permit application. Please remove from plans, or check with city for any additional fees. 5. If retaining wall is a part of this project. Show on the title sheet all structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Section R106.2. STRUCTURAL 6. The site retaining wall included in calculation package and on sheet T1 needs to be shown on the site plan to verify proximity to existing/proposed structures. 7. Please fill out and return the attached Special Inspection Agreement to the City. END OF REVIEW • City to provide soils stamp for applicant to sign prior to final approval at the jurisdiction. • City of Carlsbad CBR2018-1446 06/29/2018 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes □ No □ The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Ryan Murphy at EsGil. Thank you. • \ ' City of Carlsbad CBR2018-1446 06/29/2018 {DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: Ryan Murphy BUILDING ADDRESS: 2555 Glasglow Drive BUILDING OCCUPANCY: R-3/U BUILDING AREA PORTION ( Sq. Ft.) Patio Covers 448 Retaining wall Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb --------·------ _________ 9 ______ B 1997 UBC Buildin Permit Fee I .,,,, --------------a 1997 UBC Plan Check Fee . • ------------- Valuation Multiplier city est. By Ordinance Type of Review: 0 Complete Review D Repetitive Fee PLAN CHECK#.: CBR2018-1446 DATE: 06/29/2018 Reg. VALUE ($) Mod. 5,524 5,524 D Structural Only I __ B Repeats D Other D Hourly EsGil Fee 1-----IHr. @ • $45.091 Comments: Sheet 1 of 1 Hollianne Holmes From: Sent: To: Carrie Jones <carriejones@hotmail.com> Wednesday, October 24, 2018 3:56 PM Building Please let Craig ha Iverson sign and pick up god patio plans on my behalf. Thank you Sent from my iPhone I RECEIVED OCT 2 4 2018 CITY OF CARLSBAD BUILDING DIVISION RECEIVED OCT 2 4 2018 CITY OF CARLSBAD BUILDING DIVISION DANIEL KORNTVED STRUCTURAL ENGINEER 2546 Montclair Street San Diego, CA 92104 619-841-8241 STRUCTURAL CALCULATIONS for Johnston-Halverson Residence Shade Structures CONTENTS: Framing plans . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 -7 Lateral Analysis. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 -10 Retaining Wall . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1-13 CBR2018-1446 2555 GLASGOW DR 160 SF ATTACHED PATIO COVER II 288 SF DETACHED PATIO COVER 2081911000 6/18/2018 CBR2018-1446 Daniel P. KORNTVED STRUCTURAL ENGINEER 2545 MONTCLAIR ST. -\\ \..J SAN DIEGO, CALIFORNIA 92104 PHONE/ (619) 841-8241 / I / I ® © ··-,· ® ® ® I / \ I / © © \ © © © {~~--..::::..--4~,-@---, ..... ,,· St-\ADE' -DL:: t~ pjSF' '5 I-\A:O 1; L L -. 20 P $ F' Title Block Line 1 You can change this area using the 'Settings" menu item ano then using the 'Printing & Title Block' selection. Title Block _1iQ!l 6 Steel Beam Description : 81 CODE REFERENCES Calculations per Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending Load Combination ASC E 7-10 Project Title: Engineer: Project Descr: Project ID: -Z--- Pnnted SJUN 2018. 7.22PM File" C:IPROGRA-2\ENERCA-2 ENERCALC, INC. t 983-2015, Build:6.15.1.19, Ver.6.15.1.19 Fy : Steel Yield : E: Modulus 46.0 ksi 29,000.0 ksi 0 0 04 Lr 0.08 ,, ,, ,, ,, ,, Span• 12 0 h HSS8x2x1/8 Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weiqht calculated and added to loadinq Uniform Load : D = 0.010, Lr = 0.020 ksf, Tributary Width = 4.0 ft DESIGN SUMMARY Desi nOK Maximum Bending Stress Ratio = 0.311 :1 Maximum Shear Stress Ratio = 0.035 : 1 Section used for this span HSS6x2x1/8 Section used for this span HSS6x2x1/8 Ma . Applied 2.276 k-ft Va : Applied 0.7587 k Mn / Omega : Allowable 7.322 k-ft Vn/Omega : Allowable 21 .671 k Load Combination +04.r+H Load Combination +D+Lr+H Location of maximum on span 6.000ft Location of maximum on span 0.000 ft Span # where maximum occurs Span# 1 Span # where maximum occurs Span# 1 Maximum Deflection Max Downward Transient Deflection 0.175 in Ratio= 823 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downwa rd Total Deflection 0.276 in Ratio = 521 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax -Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +O+H Dsgn L = 12.00 ft 0.114 0.013 0.84 0.84 12.23 7.32 1.00 1.00 0.28 36.19 2167 +0-l+H Dsgn L = 12.00 ft 0.114 0.013 0.84 0.84 12 23 7.32 1.00 1.00 0.28 36.19 21 .67 +O>lr+H Dsgn L = 12.00 ft 0.311 0035 2.28 228 12.23 7.32 1.00 1.00 0.76 36.19 21.67 .o~s+H Dsgn L = 12.00 ft 0.114 0.013 0.84 0.84 12.23 7.32 1.00 1.00 0.28 36.19 21.67 +0+0.750Lr+0.750L +H Osgn. L = 12.00 ft 0.262 0029 1.92 1.92 12.23 7.32 1.00 1.00 0.64 36.19 21.67 -0+0.750L +0.750S+H Osgn. L = 12.00 ft 0.114 0.013 0.84 0.84 12.23 7.32 1.00 1,00 0.28 36.19 21 .67 +O+O 60W+H Osgn. L = 12.00 ft 0.1M 0.013 0.84 084 12.23 7.32 100 1.00 0.28 36.19 2167 .0+0.70E+H Dsgn. L: 12.00 ft 0.114 0.013 0.84 084 12.23 7.32 100 1.00 0.28 36 19 2167 -0+0. 750Lr+0.750L +0.450W+H Dsgn. L = 12.00 ft 0.262 0.029 1.92 1 92 12.23 7.32 1 00 1.00 0.64 3619 2167 +O+O. ?SOL +O. 750S+0.450W+H Dsgn. L = 12.00 ft 0.114 0.013 0.84 0.84 12.23 7 32 1 00 1.00 0.28 36.19 21 67 -0+0.750L +0.750S+0.5250E+H Osgn. L = 12.00 ft 0 114 0.013 0.84 0.84 12.23 7.32 1.00 1.00 0.28 36.19 21.67 !{),600+0.60W+O 60H Dsgn L = 12.00 ft 0.069 0.008 0 50 0 50 12 23 7.32 1.00 1 00 0.17 36.19 21.67 Title Block Line 1 • You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Bloc_lline 6 Steel Beam Description : 81 Load Combination Segment Length Span # -+-0.60D-+-0.70E-+-0.60H Dsgn. L = 12.00 ft 1 Overall Maximum Deflections Load Combination +O+lr-+H Vertical Reactions Load Combination Overall MAXimum Overall MINimum +0-+H +O+l-+H +O+lr-+H +O+S-+H +0-+-0.750Lr-+-O. 750L-+H +0-+-0.750L-+-0.750S-+H +0-+-0.SOW-+H +0-+-0.70E-+H +0-+-0. 750Lr+O. 750L-+-0.450W-+H +0-+-0. 750L-+-O. 750S-+-0.450W-+H +D-+-0. 750L-+-0. 750S-+-0.5250E-+H -+-0.60D-+-0.60W-+-0.60H -+-0.60D-+-0.70E-+-0.60H DOnly Lr Only L Only $Only WOnly E Only H Only Max Stress Ratios M V 0.069 0.008 Span 1 Support 1 0.759 0.167 0.279 0.279 0.759 0.279 0.639 0.279 0.279 0.279 0.639 0.279 0.279 0.167 0.167 0.279 0.480 Max.·.· Den 0.2764 Support 2 0.759 0.167 0.279 0.279 0.759 0.279 0.639 0.279 0.279 0.279 0.639 0.279 0.279 0.167 0.167 0.279 0.480 Project Title: Engineer: ProJect Descr: Summary of Moment Values Project ID: _3 Pnnted S JUN 2018. 7.22PM File= C:\PROGRA-2\ENERCA=f ENERCALC, INC. 1963-2015, Build:6.15.1.19, Ver.6.15.1.19 Summary of Shear Values Mmax+ Mmax -Ma -Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 0.50 Location in Span 6.060 0.50 12.23 Load Combination Support notation : Far left is #1 7 32 1.00 1.00 0.17 36.19 2167 Max."+' Dell 0.0000 Values in KIPS Location in Span 0.000 Title Block Line 1 You can change this area using the 'Settings· menu item arv.l then using the "Printing & Title Block' selection. Title Block J,ine 6 Steel Beam Description : B2 CODE REFERENCES Calculations per Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending Load Combination ASCE 7-10 ------------- Project Title: En~ineer: Protect 0escr: Project ID: Prinled· 5JUN 2018. 7 28PM File= C:IPROGAA•21ENERCA:f" ENERCAlC, INC. 1983-2015, Build:6.15.1.19, Ver.6.15.1.19 Fy : Steel Yield : E: Modulus: "' 46.0 ksi 29,0pO.O ksi "' Span • 24 Oft HSS8x2x11• Applied Loads Service toads entered. Load Factors will be applied for calculations. Beam self weiqht calculated and added to loadinQ Uniform Load : D = 0.010, Lr= 0.020 ksf, Tributary Width = 6.0 ft DESIGN SUMMARY Desi n OK Maximum Bending Stress Ratio = 0.634 : 1 Maximum Shear Stress Ratio = 0.042 : 1 Section used for this span HSS8x2x1/4 Section used for this span HSS8x2x1/4 Ma : Applied 14.082 k-ft Va : Applied 2.347 k Mn / Omega · Allowable 22.220 k-ft Vn/Omega : Allowable 56.229 k Load Combination +O+Lr..+i Load Combination +D+Lr-+ti Location of maximum on span 12.000ft Location of maximum on span 0.000 ft Span # where maximum occurs Span# 1 Span # where maximum occurs Span# 1 Maximum Deflection Max Downward Transient Deflection 1.091 in Ratio= 263 Max Upward Transient Deflection 0.000 in Ratio = 0 <240 Max Downward Total Deflection 1.781 in Ratio= 162 Max Upward Total Deflection 0.000 in Ratio = 0 <160 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax• Mmax• Ma-Max Mnx Mnx/0mega Cb Rm Va Max Vnx Vnx/Omega +O+H Dsgn L = 24.00 ft 0.245 0.016 5.44 5.44 37.11 22.22 1.00 1.00 0 91 93.90 56 23 +O+l+H Dsgn L = 24.00 ft 0.245 O.D16 5.44 5.44 37 11 22 27 1 00 1.00 091 93 90 56 23 +O+lr•H 0sgn L = 24.00 ft 0.634 0 042 14.08 14 08 37 11 n.2? 1.00 1.00 2 35 93 90 56 23 +O+S+H 0sgn L = 24.00 ft 0.245 0.016 5.44 5.44 37.11 22.22 1.00 1.00 091 93.90 56 23 +0+0.750Lr..0.750L +H 0sgn. L = 24.00 ft 0.537 0.035 11.92 11.92 37.11 22.22 1.00 1.00 1.99 93.90 56 23 +0+-0.750L +0.750S+H Dsgn. L = 24.00 ft 0.245 0.016 5.44 5.44 37.11 2222 1,00 1.00 0.91 93 90 56 23 +0+0.60W+H Dsgn L = 24.00 ft 0,245 0.016 5.44 5.44 37.11 22.22 1.00 1.00 0.91 93.90 5623 +O+O.?OE+H 0sgn L = 24.00 ft 0.245 0.016 5.44 5.44 3/.11 22.22 1.00 1.00 0.91 93.90 56 23 +O+O. 750Lr+O. 750L +0.450W+H Dsgn. L = 24.00 ft 0.537 0.035 11.92 11 .92 37.11 22.22 1.00 1.00 1.99 93.90 56 23 -0+0. 750L +O. 750S+0.450W+H Dsgn. L = 24 00 ft 0 245 0.016 5.44 5.44 37.11 22.22 1.00 1 00 0.91 93 90 56 23 +O+O 750L +Q 750S+0.5250E+H Dsgn L = 24.00 h 0 245 0016 5.44 5.44 37.11 22.22 1.00 1.00 0.91 93.90 56 23 +O 600+0.60W+0.60H Dsgn L = 24.00 ft 0.147 0 010 3.27 3.27 37.11 22.22 1.00 1.00 0.54 93.90 56 23 Title Block Line 1 • You can change lhis area using the 'Settings· menu item an.d then using the 'Printing & Tille Block' selection. Title Block Line 6 Steel Beam Description : 82 Load Combination Segment Length Span # +-0.60D+-0.70E+-0.60H Dsgn. L = 24.00 ft 1 Overall Maximum Deflections Load Combination +0-tlr-+ti Vertical Reactions Load Combination Overall MAXimum Overall MINimum +O+H +0-tl+H +0-tlr-+ti +O+S+H +0+-0.750Lr+-0.750L-+ti +0+-0.750L +0.750S+H +0+-0.60W+H +0+-0.70E +H +0+-0. 750Lr+-0. 750L +-0.450W-+ti +0+-0. 750L +-O. 750S+-0.450W-+ti +0+-0.750L +O. 750S+-0.5250E-+ti +-0.60D+0 60W+-0.60H +0.60D+0 70E+-0.60H D Only Lr Only L Only S Only WOnly E Only HOnly Max Stress Ratios M V 0.147 0.010 Span 1 Support 1 2.347 0.544 0.907 0.907 2347 0.907 1.987 0.907 0.907 0.907 1.987 0.907 0.907 0.544 0.544 0.907 1.440 Max.·-· Den 1.7806 Support 2 2.347 0.544 0.907 0907 2.347 0.907 1,987 0.907 0 907 0.907 1.987 0.907 0.907 0.544 0.544 0.907 1.440 Project Title: En9ineer: Proiect Descr: Summary of Moment Values Proiect ID: PnnlBd 5 .AJN 2018, 7 28l'M -File= C:\PROGRA-ZIENERCA-2 ENERCALC, INC. 1~2015, Boild:6.15.1.19, Ver:6.15.1.19 Summary of Shear Values Mmax~ Mmax-Ma -Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 3.27 Location in Span 12.120 3.27 37.11 Load Combination Support notation : Far left 1s #1 22.22 1.00 1.00 0.54 93.90 56.23 Max.·•· Den . 0.0000 Values in KIPS Location in Span 0.000 Title Block Line 1 You can change this area using the 'Settings' menu item an.I then using the 'Printing & Tille Block' selection. Title Block Line 6 __ Steel Beam 1 :111 •• Description : B3 CODE REFERENCES Calculations per Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending Load Combination ASCE 7-1 O Project Title: Engineer: ProIect Descr: Project ID: Primed. 5 JUN 2018, 7 30PM ~Fil-e =~C~:IP~R~OG.RA-2\ENERCA-2 ENERCALC, INC. 19Ej3.2015, Build:6.15.1.19, Ver.6.15.1.19 Fy : Steel Yield : E: Modulus : 46.0 ksi 29,000.0 ksi DO 06 L O 12 --~-------_....,,_-~-~-----·--------""'?"'" --- Span ~ 20 0 ft HSS8x2x1/8 / Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weiqht calculated and added to loadinq Uniform Load : D = 0.010, Lr= 0.020 ksf, T ributarv Width = 6.0 f1 DESIGN SUMMARY Desi n OK Maximum Bending Stress Ratio = 0.802: 1 Maximum Shear Stress Ratio = 0.068 : 1 Section used for this span HSS8x2x1/8 Section used for this span HSS8x2x1/8 Ma : Applied 9.407 k-ft Va : Applied 1.881 k Mn / Omega : Allowable 11.730 k-ft Vn/Omega : Allowable 27.469 k Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span 10.000ft Location of maximum on span 0.000 f1 Span # where maximum occurs Span# 1 Span # where maximum occurs Span# 1 Maximum Deflection Max Downward Transient Deflection 0.956 in Ratio= 250 Max Upward Transient Deflection 0.000 in Ratio= 0 <240 Max Downward Total Deflection 1.500 in Ratio= 160 Max Upward Total Deflection 0.000 in Ratio= 0 <160 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax ➔ Mmax -Ma • Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +O+ti Dsgn. L = 20.00 ft 0.290 0.025 3.41 3.41 19.59 11.73 1.00 1.00 0.68 45.87 27 47 +O+L.+i Dsgn. L = 20.00 ft 0.290 0.025 3.41 3.41 19.59 11.73 1.00 1.00 0.68 45.87 27 47 +O+Lr.+i Dsgn. L = 20.00 ft 0.802 0.068 9.41 9.41 19.59 11.73 1.00 1.00 1.88 45.87 27 47 +O+S+H Dsgn. L = 20.00 ft 0.290 0.025 3.41 3.41 19.59 11.73 1.00 1.00 0.68 45.87 27.47 +O+O. 750Lr+O. 750L +ti Dsgn. L = 20.00 ft 0.674 0.058 7.91 7 91 19.59 11.73 100 100 1.58 45.87 27.47 +0+0.750L •0.750S+H Dsgn. L = 20.00 ft 0.290 0.025 3.41 341 19.59 11.73 1.00 1.00 0.68 45.87 27 47 +0+0.60W+ti Dsgn. L = 20.00 ft 0.290 0 025 3.41 3.41 19.59 11.73 1.00 1.00 0.66 45.87 27.47 +0+0.70E+H Dsgn. L = 20.00 ft 0.290 0.025 3.41 3.41 19.59 11.73 1.00 1.00 0.68 45.87 27.47 +0+0.750Lr+0.750L+0.450W+H Dsgn. L = 20.00 ft 0.674 0.058 7 91 7.91 19.59 11.73 1.00 1.00 1.58 45.87 27.47 +0+0.750L +O. 750S+0.450W+H Dsgn. L = 20.00 ft 0.290 0.025 3.41 3.41 19.59 11.73 1.00 1.00 0.68 45.87 27.47 +Q+0.750L +0.750S+0.5250E+H Dsgn. L = 20.00 ft 0.290 0.025 3.41 3.41 19.59 11.73 1.00 1.00 0.68 45.87 27.47 +0.60D+0.60W+0.60H Dsgn. L = 20.00 ft 0.174 0.015 2.04 2.04 19.59 11.73 1.00 1.00 0.41 45,87 27.47 - I Title Block Line 1 You can change this area using lhe 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 _ Steel Beam Description : Load Combination Segment Length -+-0.60D-+-0.70E-+-0.60H Dsgn. L = 20.00 It Span# Overall Maximum Deflections Load Combination +O+lr+H Vertical Reactions Load Combination Overall MAXimum Overall MINimum +O+H +O+l+H +O+lr+H +O•S+H +0-+-0.750Lr-+-0.750L +H +0+0.750L-+-0.750S+H +0+0.60W+H +0-+-0.70E+H +0+0.750Lr-+-0.750L-+-0.450W+H +O+O. 750L-+-0.750S+0.450W+H +0+0.750L-+-0.750S+0.5250E+H +0.60D-+-0.60W-+-0.60H +0.60D-+-0.70E+0.60H DOnly Lr Only LOnly SOnly WOnly E Only HOnly Max Stress Ratios M V 0.174 0.015 Span Support 1 1.881 0.409 0.681 0.681 1.881 0.681 1.581 0.681 0.681 0.681 1.581 0.681 0.681 0.409 0.409 0.681 1.200 Max.·-· Defl 1.4996 Support 2 1.881 0.409 0.681 0.681 1.881 0.681 1.581 0.681 0.681 0.681 1.581 0.681 0.681 0.409 0.409 0.681 1.200 Project Title. En~ineer: Pro1ect Descr: Summary or Moment Values Project 10: 1 Ponied 5 JUN 2018, 7 30PM File = C IPROGAA-2\ENERCA-2 ENERCALC, INC. 1983-2015, Build:6.15.1.19, Ver:6.15.1.19 Summary of Shear Values Mmax+ Mmax -Ma -Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 2.04 Location in Span 10.100 2 04 19.59 Load Combination Support notation : Far left is #1 11.73 1.00 1.00 0.41 Max.'+' Defl 0.0000 Values in KIPS 45.87 27.47 Location in Span 0.000 Design Maps Summary Report ·■lJSGS Design Maps Summary Report User-Specified Input Report Title Johnston-Halverson Residence Wed June 6, 2018 02:36:58 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.1558°N, 117 .3051 °W Site Soil Classification Site Class D -"Stiff Soil" Risk Category , I/II/III USGS-Provided Output Ss = 1.085 g s, = 0.418 g Carlsbad• 1.156 g 0.661 g n . ... ~ t . ~• • (· ~- Sos= So,= 0.771 g 0.441 g Page~~ For information on how the 55 and 51 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. Des_,_:rn Response Spl'C'lnlm , ~t ~• 111, U H t ltt I '\1 I~" 1,,, l ,~t ',• .... ~ ,,,, ,. I ., I .... I J,,• , ,,. ,,... ~I •I l'rriod. T lsn:) For PGAM, T,, c.,, and c., values, please view the detailed report. https://prodO 1-carthquakc.cr.usgs.gov/dcsignmaps/us/summary.php?tcmplatc=minimal&lati... 6/5/2018 • Daniel P. KORNTVED ·sTRUCTURAL ENGINEER q 2546 MONTCLAIR ST SAN DIEGO, CALIFORNIA 92104 P I NE/ (619) 841-8241 6~06 {;;.l12..0~e.£ L:A~ j\t\}~t;t,S. l ~Ee ~i'fWD, ~{1 ') v~G-\S:: Q-z )( '2-Y-~ \Opst-) O,L\'-\: lceo:ff- l1Jj n \)Cot_ ::: r?:CO / i, ~ 3W Mui L-= 1 o ~; so:: c,i;;cx::,'1b 0~G: ~~ u.~ i..,.y... BJ1ro J l i;:b • ?J',P0"-'"2. (3.:,q 2 I 2i ~ ~"' ' .. "1./1,=.l ,:J . 03 foL-\-'-'-z \-z.1---z..4 (. ?Op$F) ¼-L\-::7 zi.coo/ C£JL l)7E:! le/ 59 CDL, ~ ':'Ol L. ei:2:4 :z z,'2W/\.$ .... -/cv::Jf?F L 19'.0(>~ 0~ \f-:: Description Shade Structure Footing General Information Allow Passive 250.00 pcl Applied Loads ... Max Passive 1,500 oo psi Point Load 350.00 lbs Load duration factor 1.330 distance from base 10.000 ft Pole is Rectangular Width 18.000 in Distributed Load 0.00 #/It Restramed @ Surface distance to top 3.000 ft distance to bottom 0.000 ft C Summary t I l Moments@ Surface ... I I Point load 3.500.00 ft-# Total Moment 3,500.00 ft-# Distributed load 0.00 Total Lateral 350.00 lbs Without Surface Restraint ... With Surface Restraint ... Required Depth 0.000 ft Req'd Depth 2.766 ft Press@ 1/3 Embed .. Pressure@ Base ... Actual O 00 psi Actual Allowable 0.00 psi Allowable Surface Restraint Force .·~------- JJaniel P. KORNTVED STRUCTURAL ENGINEER 2546 MONTCLAIR ST SAN DIEOO, CALIFORNIA 92104 · ..JO t+~w~-M \_ \1 E-~smtJ ~ f%1 l)f°'l1jlF. -Gt+ADE= ~~e.6-LA~ f.._lVA-U-1 SIS (A~ ""TD Q..f"'S V~l.E-j PHONE/ (619) 841-8241 'y-%-\S ::r 6 1'f--. Z.0 1 ~IOp~F' 'l<.V, '--\ ~ :-'700#-- ~0~"'7tDE-;. 'rfcZ/zo', 35*/, ~ ITOe:f ~l Ct!:, ;: ?if/ t. 't,/0 1 ~ Lf s:#=/ I ( ~ 03/i (,/ j \{;iz,w,ry z. ~~'201 { lot-Wp$F-J + ( 2~~1t-20 1 J ~ \ ~«;'3/, -z.. t6ao/Ji)1 ' ! Rev 510300 Cantilevered Retaining Wall Design Page I Description .c.ri.te.r.ia __________ l Soil Data I Footing Strengths & Dimensions I Retained Height 5.00 ft Allow Soil Bearing = 1,500.0 psf fc = 3,000 psi Fy = 60,000 psi Wall height above soil 0.50 ft Slope Behind Wal 0.00: 1 Equivalent Fluid Pressure Method Heel Active Pressure 35.0 Toe Active Pressure 0.0 Height of Soil over Toe 12.00 in Passive Pressure 250.0 Soil Density 110.00 pcf Water height over heel 0.0 ft Footing[ISoil Frictior 0.300 Wind on Stem = 0.0 psf Soil height to ignore for passive pressure = 0.00 in Min. As% Toe Width Heel Width Total Footing Widtt = 0.0012 1.00 ft 1.50 2.50 Footing Thickness 12.00 in Key Width 0.00 in Key Depth = 0.00 in Key Distance from Toe 0. 00 ft Cover@ Top = 3.00 in @ Btm.= 3.00 in Design Summary • Stem Construction I Top Stem Total Bearing Load ... resultant ecc. 1,651 lbs 5.07 in Soil Pressure@ Toe 1,329 psf OK Soil Pressure@ Heel O psf OK Allowable 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe 1,663 psf ACI Factored @ Heel o psf Footing Shear@ Toe 3.4 psi OK Footing Shear@ Heel 10.9 psi OK Allowable 93.1 psi Wall Stablllty Ratios Overturning 2.08 OK Sliding 1.58 OK Sliding Cales (Vertical Component Used) Lateral Sliding Force 630.0 lbs less 100% Passive Force= 500.0 lbs less 100% Friction Force= 495.2 lbs Added Force Req'd 0.0 lbs OK .... for 1.5: 1 Stability = 0.0 lbs OK Footing Design Results Factored Pressure Mu': Upward Mu' : Downward Mu: Design Actual 1•Way Shear = Allow 1•Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing ...l2L 1,663 720 182 538 3.43 93.11 None Spec'd None Spec'd None Spec'd I Heel --0-psf 0 ft-# 589 ft-# 589 ft-# 10.93 psi 93.11 psi Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force@ Section Moment. ... Actual Moment .... Allowable Shear.. .. Actual Shear ... Allowable ft= lbs= ft-#= = psi= psi"" Bar Develop ABOVE Ht. in= Bar Lap/Hook BELOW Ht. in= Wall Weight Rebar Depth 'd' Masonry Data fm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. in= psi= psi= Stem OK 0.00 Concrete 8.00 # 4 18.00 Center 0.538 743.B 1,239.6 2,305.6 15.5 85.0 18,72 6,00 96,7 4.00 Masonry Block Type= Medium Weight Concrete Data fc Fy psi= psi= other Acceptable Sizes & Spacings Toe: Not req'd, Mu< S ... Fr Heel: Not req'd, Mu< S • Fr Key· No key defined 2,500.0 60,000.0 Rev 5\0300 Cantilevered Retaining Wall Design Description Summar;x of Overturning & Resisting Forces & Moments ..... OVERTURNING ..... Force Distance Moment Item lbs ft ft..# Heel Active Pressure 630.0 2.00 1,260.0 Toe Active Pressure 0.67 Surcharge Over Toe = Adjacent Footing Load Added Lateral Load Load @ Stem Above Soil = SeismicLoad = Total = 630.0 0.T.M. 1,260.0 Resisting/Overturning Ratio = 2.08 Vertical Loads used for Soil Pressure = 1,650.6 lbs Vertical component of active pressure used for soil pressure Soil Over Heel Sloped Soi\ Over Heel Surcharge Over Heel Adjacent Footing Load = Axia I Dead Load on Stem= Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions= Footing Weigh1 Key Weight Vert. Component Total= Page 2 I I ..... RESISTING ..... Force Distance Moment lbs ft ft-# 458.3 2.08 954.9 0.00 110.0 0.50 55.0 531.7 1.33 708.9 375.0 1.25 468.7 175.6 2.50 439.0 1,650.6 lbs R.M.= 2,626.5 • 8.00005in Cone w/ #4@18.in o/c ,•_o .. C #O@O.in @Toe Designer select 1'-0" 1'-6" • #O@O.in @Heel all horiz. reinf. i..-.i•--- See Appendix A 2'-6" 6" 5'-6" 5'-0" 3" ' .:=I 1'-0" 3" +