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HomeMy WebLinkAbout2101 CAMINO VIDA ROBLE; ; CB911370; PermitStr: BUILDING PERMI 10/24/91 10:19 Page 1 of 1 Job Address: 2101 CAMINO VIDA ROBLE Permit Type: RETAINING WALL Parcel No: Valuation: 4,485 Construction Type: NEW Occupancy Group: Class Code: Description: 300 SF FOR CREEKSIDE BUS PARK Fl: Permit No: CB911370 Project No: A9101737 Development No: C"/) Ste 'Of- CA Appl/Ownr : JARDINE, JOE 26931 BANBURY DRIVE VALLEY CENTER, *** Fees Required * Fees : Adjustments: Total Fees: Fee description 619 4947 ApplfcHHT 10/04/91°° Apr/Issue: 10/24/91 Validated By: DC 749-0923 Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL cted & Credits ** * . 00 41.00 79. 00 Ext fee Data 72.00 47.00 1 . 00 120.00 L APPROVAL DATE \ CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palvs Dr., Carlsbad. CA 92009 (619) 438-1161 1. PERMIT TYPE A - U Commercial U New Building U Tenant Improvement ~~ B - D Industrial D New Building D Tenant Improvement C - D Residential D Apartment D Condo D Single Family Dwelling D Addition/Alteration n Duplex D Demolition D Relocation d Mobile Home D Electrical D Plumbing D Mechanical D Pool D Spa jBTjletaining Wa" E Sf&ar E Other 2. PROJECT INFORMATION PLAN CHECK NO. EST.VAL ^J?(fOO PLAN CK DEPOSIT VA — VALID. BY Is) «~ DATE /°j *//*?/ FOR OFFICE USE ONLY or Suite No.Address Nearest Cross Street LEGAL IWWriGN" I tNo. Subdivision Tfame/N umber Unit No. 4A91 10/04/91 OQQl 01 Q2_ ). Phase AfonriUT £ 41-00 CHECK BKLOW IV yUliMl'l'l'tD: D 2 Energy Calcs D 2 Structural Calcs D 2 Soils Report P 1 Addressed Envelope DESCRIPTION OF WORK SQ. FT. diHevent ngm applicant) ADDRESS STATE G/3 4. APPLICANT NAME CITY STATE ADDRESS ZIP CODE DAYTELEPHONBf^/S/)- f S"S/ 5. CITY STATE (I ZIP CODE DAY TELEPHONE ^ "7 /S^/ 6. WNTItAtriUtt NAME CITY STATE STATE LIC. # ADDRESS ZIP CODE LICENSE CLASS DAY TELEPHONE CITY BUSINESS LIC. # JJtiMUrJliK rtAMt CITY 7. WUKKJiHS^UtJMi'KNSATIUW STATE ZIP CODE DAY TELEPHONE STATE LIC. # Workers Compensation Declaration: I hereby athrm that I have a certificate ot consent to sell-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO.EXPIRATION DATE Certificate ot Exemption: I certify that in the performance or the work tor 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. SIGNATURE . OWNKH HUIIJWH IMIAKA'MON DATE (Jwner-Builder Declaration: I hereby atrirm that I am exempt from the Contractors License Law tor 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^) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: (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, commencing 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]). SIGNATURE DATE COMPLEfk THIS 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? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D 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 AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. V- CONSTRUCTION LENDING AGENCY ~~" 7 I hereby allirm that there is a construction lending agency tor the performance or the work tor which this permit is issued (Sec 3O9/UJ Civil" LENDER'S NAME l-ENDER'S ADDRESS 10. APPLICANT CERTIFICATION I certify that I have read the application ana state that the above information is correct. I agree to comply with all Uty ordinances and State laws relating to building construction. I hereby authorize representatives 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 S'O" 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 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). DATE: WHITE: File YELLOW: Applicant PINK: Finance CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB911370 FOR 11/13/91 DESCRIPTION: 300 SF FOR CREEKSIDE BUS PARK TYPE: RETAIN JOB ADDRESS: 2101 CAMINO VIDA ROBLE APPLICANT: JARDINE, JOE CONTRACTOR: OWNER: REMARKS: MH/ SPECIAL INSTRUCT:WATERPROOFING PHONE PHONE PHONE: INSPECTOR AREA PK PLANCK# CB911370 OCC GRP CONSTR. TYPE NEW STR: FL: STE: 619 749-0923 INSPECTOR TOTAL TIME: —RELATED PERMITS—PERMIT# CB901648 SE910038 RW910059 CB911054 TYPE COM SWOW ROW SIGN CD LVL DESCRIPTION 66 MA Grout STATUS ISSUED ISSUED ISSUED ISSUED ACT COMMENTS DATE DESCRIPTION 110191 Grout 102991 Footing ***** INSPECTION HISTORY ***** ACT INSP COMMENTS AP PK AP PK FOUNDATION OK ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: C^ctrl'SkxMf QPLAN CHECKERQFILE COPY PLAN CHECK NO: c?f~/'5T^ SET: 77T DUPS [J DESIGNER PROJECT ADDRESS: £101 C#.m(rtG Vld« n PROJECT NAME : jS»jfaiVi/n* (jl I/ 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 deficien- cies identified £>g.fg*^- 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: Th^. »-»i'.Jc" plan ^^rnsn+b «+ ffoJ^.^L- .J -T .-,,_. - ^ fit/ _ " 7ZT By: AJ(.rTuMiS&<f~ Enclosures: ESGIL CC DGA DCM ESGIL CORPORATION fe* ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 560-1468 DATE:QCJ^O Kar- ( g ISDICTI01 JURISDICTION: PLAN CHECK NO:^\-\^~ro SET: PROJECT ADDRESS: PROJECT NAME: Cct mino Vt\sta. CHECKER QFILE COPY GUPSHDESIGNER J* 1 1op 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 deficien- cies identified 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: f Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: 'll Telephone I By: ESGIL "CORPORATION/^ DGA DCM Enclosures: JURISDICTION!.Date plans received by plan checker; PLAN CHECK NO.; PROJECT ADDRESS: 2T" Date plan recheck completed; ioti&ft/ By; Gtmi'sicy ]/ id*. TO: RECHEGK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: 1C To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. rr The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In cats you diM nnt IFOTP a mpy •actions. Please contact me if you have any questions regarding these items. 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 on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes _No i>aic£tct?rr 7 ," ^rT u-)a/f dinf^efi n TtJdP- tc*l herd esto s\~/o/s\7 ur#l/ d s>tsrrf- to. t n J Form No. RPCS.41290 ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS; PROJECT NAME: c £\D[ SET: X uJa.ll JURISDICTH"PLAN CHECKERQFILE COPY QUPS QDESIGNER 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 deficien- cies identified 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 Corp. until corrected plans are submitted for recheck. ~j The applicant's copy of the check list is enclosed for the —' jurisdiction to return to the applicant contact person. g The applicant's copy of the check list has been sent to Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: Telephone #_ / UJ /!By:ESGIL CORPORATION DGA DCM Enclosures: JURISDICTION; CTa.r/^Ag^ _ Date plans received by plan checker ; /Q/7/*y / PLAN CHECK NO.: 9/-/37<9 IT" Date plan check completed! IQ/nlll By; K'n.r'f' <At li*rr PROJECT ADDRESS: TO: V/'^/ PLAN CORRECTION SHEET FOREWORD? Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments . The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: xj fifT To facilitate checking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. 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 on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No c, 3MOT Ck ) V. 5 (f. The let •£/& /I 5 . -f- H*A/if fo '•f- lord WM f 1*0 fIneafcS,J . p,/«,A/>»•/£• n>c? ffo 7 Form No. PCS.41390 Date i Jurisdiction Prepared byi VALUATION AND PLAN CHECK FEE Bldg. Dept. Esgil PLAN CHECK NO. ?/ BUILDING ADDRESS <?/O / APPLICANT/CONTACT f BUILDING OCCUPANCY PHONE NO. , uJ0 //DESIGNER PHONE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION f&dairtinei ldJ*/fJ Air Conditionine Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 3H5 VALUATION MULTIPLIER /^ @ ._e . . @ VALUE yv^5 - VV^5 Building Permit Fee $ Plan Check Fee $ COM H E N T Si $ 73 SHEET OF 12/87 Ui a UJ/-o UJ Ui I BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: PLANCHECK NO.C 123 S N R TDD Z\0l Rnble ITEM COMPLETE ITEM INCOMPLETE NEEDS YOUR ACTION ITEM SELECTED PROJECT D C C C H H H E E E LEGAL REQUIREMENTS K K, K Site Plan 1. Provide a fully Dimensioned site plan drawn to scale. Show: TjQi-hh arrovT property lines, easements, existing ana proposed structures, streets, existing street improvements, right-of-way width and dimension setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines^__ existing and proposed slopes, driveway with percent (%) grade and drainage patterns. 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance 4. No Discretionary approvals were required. 5. nan sfnn nan ana 6> Project complies with all Engineering Conditions of Approval for Project No. . Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by: Field Review ' — ' ' — ' ' — ' 7. Field review completed. No issues raised. I — | | — | 1 — ! Date: Field review completed. The following issues or discrepancies with the site plan were found: nnn A. nnn B. ' — ' ' — ' ' — ' Site lacks adequate public improvements Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. P:\DOCS\MISFORMS\FRM0010.0H REV. 02/27/91 I—I I—I I—I D> Grading is required to access site, create pad or provide for ultimate street improvement. I—| I—| |—I E< site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. nan F. Other: Dedication Requirements n 9. No dedication required. I—II—I 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8%" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date By:. Improvement Requirements 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the Citv inspector prior to occupancy. 1—I 1—I I—112. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date: by:. P:\DOCS\MISFORMS\FRH0010.0H REV. 02/27/91 '—' 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed. Date: By: 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). I—I I—I I—I 14< No grading required as determined by the information provided on the site plan. '—' '—' '—' 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE; The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: by: Miscellaneous Permits 16. Right-of-Way Permit not required. '—' '—' '—' 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: szfn '—' 18. Sewer Permit is not required. 19. Sewer Permit is required. A sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. 20. Industrial Waste Permit is not required. P:\DOCS\MISFORMS\FRH0010.0H REV. 02/27/91 I — I I — I I — I 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date : _ By : _ T Fees Required 27. Park-in-Lieu Fee Quadrant: D a a a a .Fee per Unit: Total Fees: 23 24 Traffic Impact Fee Fee Per Unit: • Bridge and Thorough fare Fee Fee Per Unit: .Total Fee: Total Fee: 25. Public Facilities Fee required. 26. Facilities Management Fee Zone: 27. Sewer Fees Permit No. Benefit Area; Fee: EDU's Fee: 28. Sewer Lateral Required:. Fee: 29. REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY:DATE :/7- P:\DOCS\HISFORMS\FRM0010.DK REV. 02/27/91 PLANNING CHECKLIST Plan Check No. *?/- O 7 £> Address ZlOf ^IM/^O UlD& •I 41 0) Planner vA*J L/wtf— Phone 438-1161 ext.7 (Name)—^ /*—, /*~* *• APN: Type of Project and Use £&7%/*f/tfO Zone r fiA Facilities Management Zone -^ £• £ £ Legend S 5f 52 Sis n\ u u o 5 S S 6 a. a. LiJ Item Complete I I Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified QT] D Environmental Review Required: YES NQ"\ TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D Discretionary Action Required: YES NOfi< TYPE APPROVAL/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D D California Coastal Commission Permit Required: YES DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _ D D Landscape Plan Required: YES NO BT a an H OD See attached submittal requirements for landscape plans Site Plan: 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 3. Provide legal description of property. 4. Provide assessor's parcel number. Zoning: DD 1. Setbacks: BT] D Ufa 2. n n n /^/i 4. D D D Additional Comments Front: Int. Side: Street Side: Rear: Lot coverage: Height: Parking: Required Required Required Required Required Required Spaces Required Guest Spaces Required &*- Shown <?*?L. fQ <• Shown /£>r <£>— Shown ^i_ <2>-^ Shown o-^ Shown Shown Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER VA 1 J Q/^t—-DATE PLNCK.FRM PAGE RETAINING DESCRIPTION :2' RETAINING WALL DESIGN DATA WALL PROJECT: SUBJECT: DATE: DESIGN LEVEL. BACKFILL Soi1 Bearing Press - Active Fluid Press - Passi ve Pressure = Soi1 Density ™ WALL LOADING CONDITIONS SI ope? of Backf i 11 = (horiz : vert ,O~Level ). Burcharae over Toe = 1 ,500 ps-f FOOTING : 30 pc-f Ftg/Sail Friction 300 pcf f 'c — Concrete 110 pc-f Fy — Reinforcement 0 :1 Design Fluid Pressure ~ (Corrected -far Slope) 0 psf Surcharge over Heel - Shall Surcharge be used in Resisting Moment? Y=l, N=0 —> Soi1 Ht over Toe ~ 0 i n Wall Ht above Soil - 0.5 -ft ADJACENT FOOTING LOAD : Foot i ng Load = 0 p 1 f Spread Footi na ? Y=l , N«0 : —> 0 UNIFORM LOAD (Added)- 0 plf WALL & FOOTING GEOMETRY > RETAINED HEIGHT = 2 -ft (above T.O.F.) Axial Load on Stem - Load <§ Wall Above Soil = Width of Footing ~ Ftg. Dist. from Wall Depth of Beari ng Bel ow Soil @ Rear F.O.W. - Bottom Above T.O.F. - Top Above T.0.F. = Footi nq Thi ckness = > Toe Width Stem Width > Heel Width > Key Depth 0.33 ft > Key Width O.67 ft > Toe / Key Dist. 0.33 ft OUU pBl 40,000 psi 30.0 pcf 0 psf 0 < — o p:tf 0 ps-f 0 ft 0 ft 0 ft 0. 00 ft 0. 00 f t :12 in 0 in 0 in O ft FOOTING WIDTH = 1.33 ft O"T AD T I TTV Gl IMMADV ______ ___ —-3 I HOJ.L.J. t I aUrli IHPi T ——————————— ——— — SOIL PRESSURE @ TOE SOIL PRESSURE @ HEEL FACTOR OF SAFETY : Overturning = FACTOR OF SAFETY : Sliding •- = ONE-WAY SHEAR AT TOE SIDE OF STEM ONE-WAY SHEAR AT HEEL SIDE OF STEM 821 psf 0 psf 1-96 2.15 1.5, 1.5 1 > 1 > 1,500 *= Allow OK OK OK OK PROJECTS SUBJECT: DATE: PAGE; BY STABILITY CHECK > NOTE: Should 1/3 of Active Pressure be used as Vertical Pressure at rear -face a-f stem? Y~l , N ™ 0 — OVERTURNING MOMENT RESISTING MOMENT FACTOR OF SAFETY i SLIDING CHECK Max . Lateral Force Max . Resi s . Force FB S. : SI iding 135 ft-* 264 ft-tt Overturning —• MAX. LATERAL FORCE 1.96 tt 135 tt 290 tt 2. 15 > Ht. of Soil to Neglect = O.00 in P a s S3 i v e P r e s s u r & — 1 5 0 ft Fri cti on Pressure — 140 ft SOIL PRESSURE Eiccentr i ci ty from CL, ~- > SOIL PRESSURE (3 TOE > SOIL PRESSURE @ HEEL TOE DESIGN O.34 ft Kern Distance » 0.22 ft UN-FACTORED FACTORED 821 psf O psf 1,395 psf 0 psf Mu''= Upward Mu' ™ Downward > "/. Steel Minimum As : Required As ;: Provided One Way Shear: Fv = 2*<f 'cA.5) Actual Shear / Phi = 65.7734 ft-ft Mu - 11.0533 ft-# " 0.0012 = O.002 in'""2/ft 0. 122 irr""2/ft Try: tt4 (i! 89.44 psi tt5 @ 0.00 psi tt6 © : DESIGN MOMENT Rebar Cover d " Thk-Cover = -54.720 ft-tt 8. 5O__,. ,_..._,. n in 0.8 psi 19.5 " 30.5 " 43.5 " #7 @ 58.5 *8 @ 77.5 #9 @ 98.5 HEEL DESIGN > Neglect Upward Soil Pressure? Y-1,N=0 MuMu''— Downward Mu' — Upward • > 7. Steel Minimum As : Required ; , As : Provided One Way Shear: Fv " 2*(f 'c^.5> Actual Shear /Phi.1 « 11.2651 ft-# 0 ft-tt - O.0012 0.000 inA2/ft ™ 0.144 in 89.44 psi O.OQ psi _ ~s-. im\— f- ij : DESIGN MOMENT Resbar Cover d ™ Thk~CovE3r ' m' ~ R-u 11.265 ft-tt Try: tt4 e 16.50 " © 25.50 " @ 36.50 " 10. 00 23. 53 0. 1 50.50 65.50 83. 50 in psi PROJECT: SUBJECT: DATE: PAGE' BY TOP STEM SECTION DESIGN > WALL MATERIAL CONCRETE ~ 1, MASONRY > -f 'm Masonry > Fs : For Masonry — > -f 'c Concrete - > Fy : For Concrete ~- > Load Factor - > Grouting? Y=l N-0 > > Inspected ? Y-l N-0> > Center=l , Edge=2 -> Masonry : Actual -f'm ~ 14 •fs - 2,010 , Bond Length Req'd = 1,500 psi 2O,OOO psi 2,000 psi 60,000 psi 1. 00 1 (I) Allow. 250 psi 20,000 psi 8.0 in Bottom Ht. above TOF Loaded Secti on Height Total Lateral Press. Maximum Ms:Service WALL THICKNESS REBAR SI2E REQ'D SPACING Rebar Area Suppli ed 'd ' for design Al1owable Unit Shear Actual Unit Shear O -ft 2.50 -ft 60 tt 40 -Ft-tt 8 in 4 48.00 in 0.05 in""-2 CT '"?r"t -1 I'l\.J a •'-* s-J -I- I I 25B 0 psi 0.7 psi PROJECT! SUBJECT; DATE: RETAINING WALL DESIBN PAGE; BY DESCRIPTION s3' RETAINING WALL @ LEVEL. BACKFILL DESIGN DATA Soi1 Beari ng Press = Acti ve Fluid Press ~ Passive? Pressure? ~ Soi1 Density = WALL LOADING CONDITIONS Slope o-f Back-fill (hor1 i :•:: ver t, O~Leve 1 ) Surcharges over Toe -- 1,500 ps-f FOOTING : 30 pcf Ftg/Soil Friction 300 pcf f 'c 110 pc-f Fy Concrete Rei nforcement O ps-f Design F11 u i d P r e s s u. r a ~ (Correct e d far S1 o p e) S LI. r c h a r' q e? o v e r H eel = Shall Surcharge be? used In Resisting Moment? Y==i, N™0 —> 0 i n 0.5 -ft 0 0 plf 3 f t Soil H t o v e r T Q e ~ Wai 1 Ht above Soi1 = ADJACENT FOOTING LOAD : Footing Load ~- Spread Footing 7 Y-l , N-0 : —> UNIFORM LOAD (Added)= WALL & FOOTING GEOMETRY > RETAINED HEIGHT (above T.O.F.) > Toe Width Stem Width = > Heel Width FOOTING WIDTH -- STABILITY SUMMARY SOIL PRESSURE @ TOE SOIL PRESSURE € HEEL FACTOR OF SAFETY : Overturning ~ FACTOR OF SAFETY s Sliding ', = ONE-WAY SHEAR AT TOE SIDE OF STEM ONE-WAY SHEAR AT HEEL SIDE OF STEM Ax i al Load on Stem ": Load @ Wall Above Soil- W i d 1. 1") P f F o o t i n g O plf Ftgn Dist. -from Wall Dc?p t h of Bear i n g Bel ow Soil @ Rear F.O.W. Bottom Above T.O.F. Top Above T.O.F. Foot i rtg Th i c k ness Key Depth Key Width0.33 ft 0.67 ft > Toe / Key Dist 0.5 ft. 1.50 ft 0 „ 35 2,OOO psi 40,000 P3i 30-0 pcf 0 psf 0 plf O p sf 0 ft O ft 0 ft O.OO f t O.00 ft 12 in 0 i n 0 in 0 ft 1,378 psf 0 psf 1 . 55 1,500 ~ Allow 1.OK OK 1 > 1 > OK OK PROJECT: SUBJECT: DATE : PAGE BY STABILITY CHECK > NOTE: Should 1/3 of Active Pressure be used as Vertical Pressure? at rear face of stem? Y-1 , M = 0 >> OVERTURNING MOMENT RESISTING MOMENT 320 ft-tt SI'S ft-tt FACTOR OF SAFETY : Overturning SLIDING CHECK Max. Lat era1 Force M a x - R €•? s is. Force F SIiding 24O tt 372 # 1.55 MAX. LATERAL FORCE 1.61 Ht. of Soil to Neglect P a s «i i v e P r e? s s u r e Fr i c t i on Pr essur e 0 240 O. 00 150 SOIL PRESSURE Eccentricity from CL - > SOIL. PRESSURE @ TOE > SOIL PRESSURE @ HEEL TOE DESIGN 0.44 ft. Kern Distance? = UN-FACTORED FACTORED 1,378 psf 2,342 psf - 0 psf 0 psf i n tt tt ft Mu''- Upward Mu' ~ Downward > 7, Steel Mi n i mum As : Required As : Provided One Way Shear: Fv * 2*<f 'c'--.5) Actual Shear / Phi - 109.148 ft-tt = 11.0533 ft-tt O.0012 0.004 irr'-2/ft 0. 122 irv'-2/ft Mu : DESIGN MOMENT m .98.094 ft-tt R-u 89.44 psi O.OO psi Try; #6 Cover ik -Cover 19.5 " 30.5 " 43 5 " — -j> * cj i n 8 ,,50 in — 2^ . 53 ~ 1 . 5 p s i tt7 <§ 58.5 " tt8 @ 77.5 " #0 /a op e; MTr f vs 7 Cj u v.J HEEL DESIGN > Neglect Upward Soil Pressure? Y-1 ,N"G Mu' '«= Downward Mu' — Upward > 7. Steel Minimum As : Required As : Provided 71.1666 ft-tt 0 ft-tt 0.0012 0.002 in'x2/ft 0. 144 inr-2/ft Mu 0 DESI8N MOMENT One Way Shear: Fv = 2*(f 'c'-'.5) = 89.44 psi Actual Shear / Phi= O.OO psi Try: ' Rebar Cover d - Thk-Cover ' m ' ™ R-u tt4 @ 16.50 " tt5 @ 25.50 " tt6 @ 36.50 " 71.166 ft-tt 10.00 in r^: v •, rj s = O.8 #7 @ 50.50 •#8-d 65.50 #9/6 83,50 psi PAGE TOP STEM SECTION DESIGN > WALL MATERIAL : CON > -f ' m Masonry ~ > Fs : For Masonry ™ > f'c Concrete ™ > Fy : For Concrete -• > Load Factor - > Grouting? Y-l N=0 > > Inspected ? Y-l N=0> > Center»l , Edge=2 -> Masonry : Actual •f ' m = 48 fs = 6,785 Bond Length Req'd = 5N :RETE = i , 1 ,500 psi 20,000 psi 2,000 psi 60,000 psi 1 . 00 io Allow. 25O psi 20,OOO psi 12.0 in PROJECT s SUBJECT: : DATE: 21111111"'" MASONRY - 2. s — » > Bottom Ht . above TOF Loaded Becti on Hei ght Total Lateral Press. Maximum Ms: Service > WALL THICKNESS > REBAR SIZE REQ'D SPACING Rebar Area Supplied 'd ' -for design Al 1 owabl e Uni t Shear- Actual Unit Shear BY~rri_.i_ *) .;•• ^' 0 ~-": 3 D 5 0 ~.» 4 ~f e~=- I-J'vJ 1 35 — £j # 4 = 48.00 ~ 0. 05 -• 5 « 25 25.0 H« H C='1 - vj *fc •ft ft tt j; j- JtT TI — W in i n in -""2 in psi psi PROJECTS SUBJECT: DATE: PAGE; BY RETAINING WALL DESIGN > DESCRIPTION s4' RETAINING WALL, @ LEVEL. BACKFILL > DESIGN DATA Soi1 Bearing Press = Active? Fluid Press ~~ P a s s i v e F:' r e s s u r e = Soil Density "-": WALL. LOADING CONDITIONS SI ope o-f Bac k-f i 11 = (horiz : vert,O~=L.evral ) Surcharge? over Toe? - 1,500 psf FOOTING s 30 pc-f Ftg/Soi 1 Friction 300 pc-f f 'c - Concrete 3.3.0 p c i F y - R e i n -f o r c e m e n t O : i Desi gn Fl ui d Pressure? (Corrected -for Slope) 0 psf Surcharge over Heel $ h a 11 S u r c h a r g & b e u s e d i n R e s i s t i. n g Moment? Y -1 , N ~ 0 — > Soil Ht over Toe -- O in Wall Ht above Soil = 0.5 -ft ADJACENT FOOTING LOAD : F o o t i n g Load ~ 0 p 1 f Spread Footing ? Y-l , N-Q B — > 0 UNIFORM LOAD (Added)- 0 plf WALL & FOOTING GEOMETRY RETAINED HEIGHT (above T.O.,F.> Toe Width Stem Width Heel Width FOOTING WIDTH STABILITY SUMMARY SOIL PRESSURE @ SOIL PRESSURE. @ FACTOR OF SAFETY FACTOR OF SAFETY 4 -ft 0.33 -ft 0.67 ft 3. . 17 -ft 2.17 -ft TOE HEEL : Overturn i rig Sliding A ;•; i a 1 L o a d CD n S t e? m = Load © Wai 1 Above Soi 1~ W i c:l 11") of F o o t i n g - Ftg. Dist. -from Wall ~ Depth of Bearing Below Soil <i Rear F. 0. W. ™ Bottom Above T.QnF. Top Above T.G.F. ~ > F t:) o t i n g T h i c I-:: n e B s > Key Depth > Key Width > Toe / Key Dist. 0. 35 2,OOO psi 40,000 psi 30.0 pc-f 0 ps-f 0 < — O p 1 -f 0 psf 0 ft 0 ft 0 -ft. O.OO ft On 00 ft .2 in 0 in 0 in O ft 1,232 psf O psf 1,500 Al 1 ow ONE-WAY SHEAR AT TOE SIDE OF STEM ONE--WAY SHEAR AT HEEL SIDE OF STEM > > 1. 1.s, - 5, - 1 > 1 > — > ••— !> OK OK OK OK PROJECT: SUBJECT: DATE: PAGE; BY STABILITY CHECK > NOTE: Should 1/3 of Acti ve Pressure be used as Vertical Pr essur e at r ear- -face of stem? Y-1 , N -= 0 OVERTURNING MOMENT = RESISTING MOMENT = 625 ft-tt 1,406 ft-ft MAX. LATERAL FORCE 375 FACTOR OF SAFETY : Overturning SLIDIN8 CHECK 375 ft 570 # 1.52 Max. Lateral Force = Max - Resis. Force ~ F.S. : SIiding ~ SOIL PRESSURE Eccentr i c:i ty -from CL > SOIL PRESSURE @ TOE > BOIL PRESSURE @ HEEL. TOE DESIGN Ht. o-f Soi 1 to Neglect Passive Pressure Fr i c t i on Pressur e 0. OO 150 420 an ft ft 0.43 -ft Kern Distance ~ 0.36 -f:t UN-FACTORED FACTORED 1,232 ps-f 2,081 psf 0 ps-f O psf Mu''- Upward Mu' - Downward •• X Steel Minimum = As : Required ~ As s Provided = One Way Shear: Fv = 2*<-f 'cA.5) = Actual Shear / Phi- - 105.607 -ft-tt = 11.0533 -ft-# = 0.0012 0.004 irT"-2/ft 0. 122 in-"-2/-ft Mu : DESIGN MOMENT Rebar Cover d = Thk-Cover ' m' «= = 94.554 -ft- 3. 5 8. 50 :3. 53 1.5 in in psi Try: ft4 89.44 psi #5 O.OO psi ft6 @ 30.5 " 43.5 " 58.5 ft8 @ 77.5 ft9 @ 98. 5 HEEL DESIBN > Neglect Upward Soil Pressure? Y~1,N~0 MuMu''= Downward Mu' ~ Upward > 7. Steel Minimum As : Required As : Provided One Way Shear: Fv « 2*<f'c^.S) Actual Shear / Phi = 565.355 -ft-ft = 51.0406 -ft-ft - 0.0012 0.017 in^ „„ „,„ *% *"* : DESIGN MOMENT Rebar Cover d ~ Thk-Cover 514-31 ft-tt 10.00 0. 144 ir-^-2/ft R-u Try: #4 @ 89.44 psi 4.37 psi #5 & tt6 @ 16.50 " 25.50 " 36.50 " in psi ft7 @ 50.50 ft8 @ 65.50 'ft9 @ 83.50 PAGE; PROJECT: SUBJECT: BY TOP STEM SECTION DESIGN > WALL MATERIAL CONCRETE MASONRY > f 'm Masonry ~ > Fs : For Masonry ~ > f *c Concrete = > Fy ; For Concrete ™ > Load Factor ~ > Grouting? Y^i N=0 > > Inspected 7 Y=l N-0> > C e n t e r — 1 , E c! g e " 2 — > Masonry K Actual •f'm ~ 114 -fs = 16,082 Bond Length Req'd =' 1 ,500 ps:i 20,000 psi 25000 psi 6O,OOO psi l.OO 1 0 Allow. 250 psi 20,000 psi 20.1 in Bottom Ht. above TOP = 0 -ft Loaded Secti on Hei ght " 4. 50 ft. Total Lateral Press. « 240 tt Max i mum Mss Servi ce ™ 320 ft-It WALL THICKNESS = 8 in REBAR SIZE # 4 REQ'D SPACING ' = 49.00 Rebar Area Suppli ed - 0. 05 'd' -for design - 5.25 Allowable Unit Shear = 25.0 Actual Unit Shear « 2,6 in in^: in psi p E; i PROJECT: SUBJECT: DATE: PAGE; BY RETAINING WALL DESIGN > DESCRIPTION :5' RETAINING WALL @ LEVEL. BACKFILL > DE:.SIGN DATA Soil Bearing Press = 1,50O psf FOOTING : Active Fluid Press " Passive Pressure -: Soi1 Density " WALL LOADING CONDITIONS Slope of Back-fill (hariz:vert,0—Level) Surcharge? over Toe = 30 pc-f Ftg/Soil Friction 300 pcf f'c - Concrete 110 pc-f Fy — Re in-for cement 0 :1 Design Fluid Pressure ; (Corrected -for Slope) 0 ps-f Surcharge? over Heel ; Shall Surcharge he used in Resisting Moment? Y"l , N~;0 Soi 1 Ht over Toe -• Wall Ht above Soil = ADJACENT FOOTING LOAD : Footing Load = Spread Footi ng ? Y=l , N»0 : —> UNIFORM LOAD (Added>= WALL & FOOTING GEOMETRY RETAINED HEIGHT (above T.O.F.> Toe Width Stem Width Heel Width FOOTING WIDTH STABILITY SUMMARY SOIL PRESSURE @ SOIL PRESSURE @ FACTOR OF SAFETY FACTOR OF SAFETY 0 in Axial Load on Stem = 0.5 ft Load <s! Wall Above Soil1 Width of Footing ; 0 pl-f Ftg. Dist. from Wall Depth of Beari ng Below O Soil @ Rear F.O«Wu ' 0 plf Bottom Ataove T.O.F. Top Above T.0.F. ; 5 ft > Footing Thickness = > Key Depth : 0.33 ft > Key Width 0.67 ft > Toe / Key Dist. 2 ft 3.00 ft TOE HEEL i Overturning Sliding 0.35 2,000 psi 40,000 psi 30.0 pcf O ps-f O .--" 1M.,,_,--, 0 plf 0 psf 0 ft 0 ft 0 ft 0.OO f t 0.00 ft 12 in 0 in 0 in 0 ft ONE-WAY SHEAR AT TOE SIDE OF STEM ONE-WAY SHEAR AT HEEL SIDE OF STEM 1,266 psf : 1,500 = I - 87 psf 3.00 1.59 — <* _ >• > 1.5, - > 1.5, - 1 > 1 > — > OK -™ > OK OK OK Allow PA8E: PROJECT:,. SUBJECT: DATE: BY~7 STABILITY CHECK > NOTE: Should 1/3 of Active Pressure? be used as Vertical Pressure? at rear face of stem? Y~-l , N - 0 » 0 OVERTURNING MOMENT = 1,080 ft-tt RESISTING MOMENT = .3,236 ft-tt MAX. LATERAL FORCE - 540 tt FACTOR OF SAFETY 5 Overturning —> 3.00 SLIDING CHECK Max, Lateral Force = 540 tt > Ht. of Soil to Neglect ~ 0.00 in Max . Res 1 s. For ce -- 860 tt Pass i ve Pr essur e = 150 tt F.S. : Sliding ~ 1.59 Fr i c t i on Pressur e = 710 tt SOIL PRESSURE Eccentricity from CL - O.44 ft Kern Distance - 0.50 ft. UN-FACTORED FACTORED > SOIL PRESSURE @ TOE = 1,266 psf 1,994 psf > SOIL PRESSURE @ HEEL = 87 psf O psf TOE DESIGN Mu''- Upward = 104.399 ft-tt Mu : DESIGN MOMENT = 93.346 ft-tt Mu' " Downward = 11.O533 ft-tt Rebar Cover ~ 3.5 in > '/. Steel Minimum = 0.0012 d - Thk-Cover - 8.5Q in As : Required = 0.004 irr""2/ft. 'm' = = 23.53 As : Provided = O.122 in"""2/ft. R-u - 1.4 psi One Way Shear: Try: tt4 @ 19.5 " tt7 © 58.5 " Fv = 2*<f'c/-.5) = 89.44 psi tt5 © 30.5 " tt8 @ 77.5 " Actual Shear / Phi" O.OO psi tt6 @ 43.5 " tt9 « 98.5 " HEEL DESIGN > Neglect Upward Soil Pressure? Y=1,N=0 —> 0 Mu''«= Downward « 2011.33 ft-tt Mu : DESIGN MOMENT - 1271.5 ft-tt Mu' = Upward = 739.819 ft-tt - Rebar Cover ~ 2 > "/. Steel Minimum ~ 0.0012 d ~ Thk-Cover ™ 10.00 in As : Required ~- 0.043 in^2/ft 'm' - =23.53 As : Provided ~ 0.144 in"'2/ft R~u ~ 14.1 psi One Way Shear: Trys tt4 @ 16.50 " tt7 €1 5O.50 " Fv = 2*(f 'c^.5> ~ 89.44 psi tt5 © 25.50 " ttSJ"@ 65.50 " Actual Shear / Phi- 10.09 psi tt6 @ 36.50 " tt9 @ 83.50 " P ABE; TOP STEM SECTION > WALL :-• -f ' m :• Fs : > f'c > Fy : > Load > Grout MATERIAL : Masonry For Masonry Concrete DESIGN CQNCRET = - -- For Concrete = Factor ing? Y=i N > Inspected ? Y=l B= — O "> N=O> 1, 20, *$ **' 7 60, 1 > Cent e r = 1 , E d g e =2 - > lasonry s Actual -f 'm fs Bond s= 16, Length Req ' 1 70 145 d = Al 20, *-> E ^-^- "*~" 500 000 000 ooo . 00 i O r? low 250 000 0.2 1, pen psi psi psi PROJECT: SUBJECTS DATE:™! MASONRY = 2 s — — ^ ^ > Bottom Ht . above Loaded Secti on Total Lateral BY *? TOP ~ Height = F'rOBB. " Maximum Ms: Servi . psi psi in. > WALL THICKNESS > REBAR SIZE REQ'D SPACING Rebar Area Suppl 'd ' for design Al lowable Unit Actual Unit ce »= - # ss i ed -~ K Shear ™ Shear ~ • « 0 5. 50 375 625 8 4 24.OO O. 1O 5, .25 25 . 0 4. 1 — ^ . ft ft tt ft-ft i i i i P P n n rrN2 n si si PROJECT: SUBJECT:, DATE: P ABE i BY RETAINING WALL DESION > DESCRIPTION :fc* RETAINING WALL 3 LEVEL BACKFILL > DESIGN DATA Soi1 Bearing Press = Active Fluid Press = Passive Pressure =: Soil Density ~ WALL LOADING CONDITIONS Slope of Backfi 11 ~ (horizsvert,0~Level) Surcharge over Toe ~ 1,500 psf FOOTING s 30 pc-f Ftg/Soi 1 Friction 300 pc-f f 'c - Concrete 13.0 pc-f Fy - Reinforcement 0 :1 Design Fluid Pressure : (Corrected -for Slope) O ps-f Surcharge over Heel : Shall Surcharge be used in Resisting Moment? Y-l, N=0 0 in 0.5 -ft 0 pl-f O 0 pl-f 6 -ft Soil Ht over Toe - Wai 1 Ht above Soi 1 -: ADJACENT FOOTING LOAD : Footing Load ~ Spread Footing ? Y^l , N*O : —> UNIFORM LOAD (Added)= WALL & FOOTING GEOMETRY > RETAINED HEIGHT (above T.O.F.) > Toe Width :~ Stem Width > Heel Width FOOTING WIDTH - STABILITY SUMMARY SOIL PRESSURE 3 TOE SOIL PRESSURE & HEEL FACTOR OF SAFETY : Overturning - FACTOR OF SAFETY : Sliding / ~ ONE-WAY SHEAR AT TOE SIDE OF STEM ONE-WAY SHEAR AT HEEL SIDE OF STEM Ax i al Load on Stern -• Load 8 Wall Above Soil- Width of Footing = Ftg. Dist. -from Wai 1 « Depth o-f Bearing Eielow Soil @ Rear F.Q.W. = Bottom Above T.O.F. Top Above T.O.F. = Footing Thickness - > Key Depth 0.75 -ft > Key Width 0.67 -ft > Toe / Key Dist 1.75 -ft 3. 17 -ft 0.35 2,000 psi 4O,OOO psi 30.0 pcf 0 psf 0 <—- O plf 0 psf 0 -ft 0 ft 0 ft 0.00 ft 0.00 ft 12 in 6 i n 12 in 0.75 ft 1,403 - 50 2.46 1.55 s; <[ = < psf psf > > : 1.5, 1.5, 1 > 1 > 1 , 500 _™ *> __ *> OK OK OK OK = Allow PAGE; PROJECT: SUBJECT: DATE: STABILITY CHECK > NOTE: Should 1/3 o-f Active Pressure be used as Vertical Pressure at rear -face o-f stem? Y-l , N = 0 » OVERTURNING MOMENT RESISTING MOMENT 1,715 -ft-* 4,226 ft-# FACTOR OF SAFETY : Overturning SLIDING CHECK Max. Lateral Force = 735 tt Max. Resis- Force =- 1,143 tt F. S. : SI i ding -- 1. 55 MAX* LATERAL FORCE 2.46 735 > Ht. of Soil to Neglect = O.OO in tt Passi ve Pressure Friction Pressure 338 805 SOIL PRESSURE Eccentri ci ty from CL - > SOIL PRESSURE € TOE > SOIL PRESSURE © HEEL TOE DESIGN O.49 -ft Kern Distance ~ UN-FACTORED FACTORED 0.53 -ft 1 ,403 psf 50 psf 2,304 ps-f 0 ps-f Mu''" Upward - Mu' — Downward ~ > "/. Steel. Mini mum = As : Required ~ As : Provided ": One Way Shear: Fv ~ 2*<f 'c^.5) = Actual Shear / Phi ~ 590.040 ft-# 57.O937 -ft-tt 0.0012 0.021 in--2/-ft 0. 122 in--2/ft Mu : DESIGN MOMENT Rebar Cover d = Thk-Cover ' m ' — R-u 94 ft-tt -T inr 8. 50 23 n 53 in in psi Try: =1*4 @ 89.44 psi #5 @ 0.96 psi ^6 © 19.5 " 30.5 " 43.5 " #7 @ 58.5 «8 @ 77.5 #9 @ 98.5 HEEL DESIGN > Neglect Upward Soi 1 Pressure? Y~i,N~0 MuMu''« Downward Mu' = Upward > 7. Steel Minimum As : Required As : Provided One Way Shear: Fv = 2*(-f 'c^.5> Actual Shear / Phi 1826.27 -ft-* 360.302 ft-# O.OO12 0.049 in^2/ft 0. 144 in-"-2/-ft : DESIGN MOMENT Rebar Cover d " Thk-Cover ' m ' = R-u 1465.9 ft-# Try: tt4 @ 16.50 " 89.44 psi 4*5 @ 25.50 " 8.30 psi *6 © 36.50 " 10.OO 23.53 16,3 @ 50.50 @ 65.50 .e 83.50 psi PAGE; PROJECT: SUBJECT: DATE: "I!™™ BY TOP STEM SECTION DESIGN *. j> > s:- "_> V. > •s. > '> WALL MATERIAL s CONCRETE = 1, •f 'm Masonry = Fs : For Masonry - •f ' c Concrete — Fy : For Concrete = Load Factor = Grouting? Y=l N=0 > Inspected ? Y=l N~0> Center-1 , Edge--2 -> Masonry s Actual •f ' m « 22O •f s = 12, 445 E<ond Length Req 'd -' 1 ,500 psi 20,000 psi 2 ,000 psi 60,000 psi 1 „ 00 1 0 2 Allow. 250 psi 20,000 psi 24.0 in MASONRY =* 2 s — » 2 > Bottom Ht. above TOF == Loaded Section Height = Total Lateral Press. ~ Maximum Ms: Service « > WALL THICKNESS > REBAR SIZE # REQ'D SPACING Rebar Area Suppl i ed - 'd ' -for design =- Allowable Unit Shear = Actual Unit Shear ™ « — 0 -ft 6.50 -ft 540 # 1080 -ft-tt 8 in 5 16.00 in 0.23 in ^2 5.25 in 25. O psi 5.9 psi PAGE; PROJECT: SUBJECT: DATE:BY RETAINING WALL DESIGN > DESCRIPTION :7' RETAINING WALL @ LEVEL BACKFILL > DESIGN DATA Soil Bearing Press - 1,500 psf FOOTING : Active Fluid Press « Passive Pressure - Soi 1 Density K- > WALL-LOADING CONDITIONS Slope of Backfill = (horiz : vert. ,0-Level) Surcharge over Toe -~ 30 pcf Ftg/Soil Friction ISO pcf f'c - Concrete 11O pcf Fy - Reinforcement O tl Design Fluid Pressure • (Corrected far Slope) 0 psf Surcharge ovt?r Heel > Shall Surcharge be used in Resisting Moment.? Y=l, N"0 —> Soi 1 Ht over TOE: =-• Wall Ht above Soil «= ADJACENT FOOTING LOAD : Footing Load -- Spread Footi ng ? Y~l , N«0 : —> UNIFORM LOAD (Added)= WALL & FOOTING GEOMETRY > RETAINED HEIGHT (above T.O.F.) > Toe Width Stem Width > Heel Width FOOTING WIDTH 0 i n Ax i al Load on Stem «= O.5 ft Load e Wall Above Soil~ Width of Footing = 0 plf Ftg. Dist. from Wall *= Depth of Bearing Below 0 Soil © Rear F.O.W. ™ 0 plf Bottom Above T.O.F. « Top Above T.O.F. - 7 ft > Footing Thickness > Key Depth 0.5 ft > Key Width- 1.00 ft > Toe / Key Diet. 3 ft 4.SO ft 0.25 2,000 psi 40,000 psi SO. 0 pc-f O psf 0 < — O plf O psf 0 ft 0 ft 0 ft O.OO ft 0.00 ft 12 in 18 in 12 in 0.5 ft. _ C3"TAO T 1 T T V C!l IMMAOV — — — —U 1 H CJ i 1- A IT Owl IrlHrX Y ——————— — --———•-—--————•——• «-.—. — •-«,•,•-•—»,»«•—»- ««.«.«.».«,..»,...«. SOIL PRESSURE 3 SOIL PRESSURE @ FACTOR OF FACTOR OF ONE-WAY ONE-WAY SAFETY SAFETY SHEAR AT SHEAR AT TOE HEEL «= 1,408 psf : 1,50O « Allow - '339 psf : Overturning - 3.68 : Sliding :* ~ 1.51 TOE HEEL SIDE SIDE OF STEM = < OF STEM = < > 1.5, — > 1.5, — 1 > 1 > ~> OK -> OK OK ,-OK PAGE: PROJECT: SUBJECT: DATE: BY STABILITY CHECK > NOTEs Should 1/3 of Active Pressure he used as Vertical Pressure at rear f ace of stem? Y=l , N ~ O » 0 OVERTURNING MOMENT «* -.2,560 ft-* RESISTING MOMENT - 9,434 ft.Ht MAX. LATERAL FORCE «= 960 1* FACTOR OF SAFETY : Overturning —> 3.68 SLIDING CHECK Max. Lateral Force - 960 tt > Ht. of Sail to Neglect = O.OO in Max. Resis. Force? - 1,451 0 Passive Pressure ~ 469 ft F.8. s Sliding ~ 1.51 Friction Pressure «= 9B2 tt SOIL PRESSURE Eccentricity frcam CL - 0.46 -ft Kern Distance - 0.75 ft UN-FACTORED FACTORED > SOIL PRESSURE G< TOE « 1,408 psf 2,198 psf > SOIL PRESSURE @ HEEL = 339 psf 247 psf TOE DESIGN Mu"« Upward = 265.765 ft-tf Mu : DESIGN MOMENT =''240.39 ft-tt Mu' " Downward ~ 25.375 ft-tt Rebar Cover ~ 3.5 in > "/. Steel Minimum -- 0.0012 d ~ Thk-Cover « 0.50 in As : Required - O.009 irt''"2/-ft 'm' ~ • « 23.53 As E Provided » 0.122 inA2/ft R-u ~ 3.7 psi One Way Shear: Try: #4 @ 19.5 " ft7 @ 58.5 " Fv « 2*<f'c^.5) « 89.44 psi , #5'@ • 30,5 " tt8 @ 77.5 " Actual Shear / Phi= O.OO psi #6 @ 43.5 " tt9 @ 98.5 " HEEL DESIGN > Neglect Upward Soil Pressure? Y«1,N«0 —> 0 Mu''« Downward « 5924.59 ft-# Mu : DESIGN MOMENT « 2861.9 ft-tt Mu' « Upward « 3062.63 ft-tt Rebar Cover « 2 > "/. Steel Minimum = O.O012 d - Thk-Cover ~ 10.00 in As : Required » O.O96 in^2/ft 'm' « » 23.53 As a Provided c= O. 144 in**2/ft R-u = 31.8 One Way Shear: Try: #4 @ 16.50 " #7 @ 50.50 " Fv « 2*(f'c^.5) « 89.44 psi #5 @ 25.50 " #8/6 65.50 " 'Actual Shear / Phi« O..48 psi #6 @ 36.50 " . '.#7?'€ 83.50 " PROJECT: SUBJECT:, PABEi DATE:BY TOP STEM SECTION DESIGN > WALL MATERIAL : CONCRETE « > f'm Masonry = ' 1,5OO > Fs : For Masonry » 20,OOO > f'c Concrete « -2,000 > Fy : For Concrete = 60,000 > Load Factor ~ 1.OO > Grouting? Y«l N~0 > 1 > Inspected 7 Y~l N-0> 0 > Ceriter~l , Edge>==2 --> 2 Masonry : Actual Allow, f'm ~ 212 25O fs = 115,401 20,000 Bond Length Req'd ~ 24.1 2nd TOP STEM SECTION DESIGN > WALL MATERIAL : CONCRETE == > f'm Masonry ~- 1,500 > Fs : For Masonry - 20,OOO > f'c Concrete = 2,000 > Fy : For Concrete ~ 60,000 > Load Factor = 1.00 > Grouting? Y=l N~0 > 1 > Inspected ? Y=l N=0> O > Center = l , Edcje~2 -> 2 Masonry : Actual A)1ow, f'm = 156 250 fs == 15,918 20,000 Bond Length Req'd - 28.0 1, MASONRY --• 2 : psi p&i pssi psi psi psi in psi psi psi pr»i > Bottom Ht. above TOP Loaded Section Height Total Lateral Press. Maximum MssService > WALL THICKNESS > REBAR. SIZE REQ'D SPACING Rebar Area Supplied 'd' for design Allowable? Unit Shear Actual Unit Shear 1.33 ft 6. 17 ft 482.23 tt 911.42 ft- f3 i n 24.00 in 0. 3.5 in 5.. 25 in 25.0 psii 5.3 s 1 , MASONRY *= 2 : psi in Bottom Ht. above? TOFr = Loaded Becti on Hei rjht = Total Lateral Press. ~ Maximum Ms: Seer vice « WALL THICKNESS REBAR SIZE 4* REQ'D SPACING R e bar Area Sup p1i ed " ' d ' for design ~ Allowable Unit Shear - Actual Unit Shear - 0 -ft 7. SO -ft 73S It 1715 -ft- 3.2 in 24.00 in 0.15 in^ 9.30 i n 25.O psi 5. 3 p£»i PROJECT: SUBJECT: DATE: PAGE BY RETAINING WALL DESIGN > DESCRIPTION :7' RETAINING WALL @ 2: 1 BACKFILL. > DESIGN DATA Soi1 Beari ng Press = Active Fluid Press ~ P a s s i v e P r e s s u r e ~ Soi1 Density = > WALL LOADING CONDITIONS Slope of Back-fill = (hor12svert,0-Level) Surcharge over Toe = 1,500 psf FOOTING : 30 pcf Ftg/Soi1 Friction 300 pcf f ' c -~ Concrete 1.10 pcf Fy - Reinforcement 2 : 1 Design Fluid Pressure (Corrected for Slope) 0 psf Surcharge over Heel Shall Surcharge be used in Resisting Moment? Y=l, N~0 0 i n 0.5 ft O plf 0 O plf Soil Ht over Toe = Wall Ht above Soil = ADJACENT FOOTING LOAD : Footing Load - Spread Footing ? Y ""• 4. J I H"-I\.J M — ••— ^- UNIFORM LOAD (Added)= WALL & FOOTING GEOMETRY > RETAINED HEIGHT (above T.0.Fn) > Toe Width = Stem Width > Heel Width FOOTING WIDTH - STABILITY SUMMARY SOIL PRESSURE & TOE SOIL PRESSURE @ HEEL FACTOR OF SAFETY : Overturning ~ FACTOR OF SAFETY : Sliding -, = ONE-WAY SHEAR AT TOE SIDE OF STEM ONE-WAY SHEAR AT HEEL SIDE OF STEM Ax i al Load on Stem : Load © Wall Above Soil1 Width of Footing = Ftg. Dist. from Wall Depth of Bearing Below Soil @ Rear F.O.W. Bottom Above T.O.F. : Top Above T. 0. F. • 7 it > Footing Thickness > Key Depth 2.25 ft > Key Width 1.00 ft > Toe / Key Dist. 1 ft ft 0. 35 2,OOO psi 40,000 psi 43.0 pcf O psf O .'* _,•*t 0 plf 0 psf 0 ft 0 -ft O ft 0=00 ft O.OO ft 12 in 26 in 12 in 2.25 ft 1,397 psf 0 psf 1.64 1.53 > 1.5, 1. 1 > 1 > 1,500 = Allow > OK OK OK OK PAGE PROJECT: SUBJECT:. DATE:BY STABILITY CHECK > NOTE: Should 1/3 of Active Pressure be used as Vertical Pressure at rear -face of stem? Y™1 N o OVERTURNINS MOMENT RESISTING MOMENT 4,400 ft-# 7,197 ft-tt FACTOR OF SAFETY : Overturning SLIDING CHECK Max. Lateral Force - 1,553 # Max. Resis. Force ~ 2,373 # F.S. : Sliding = 1.53 MAX. LATERAL FORCE =1553.0 1.64 Ht. of Soil to Neglect ™ 0.00 Passive Pressure ~ 1,504 Friction Pressure = 869 tt i n tt SOIL PRESSURE Eccentricity from CL ™ > SOIL PRESSURE @ TOE > .SOIL PRESSURE @ HEEL TOE DESIGN 0.94 ft Kern Distance - 0.71 UN-FACTORED FACTORED 1,397 psf 2,375 psf Mu ' ' ™ Upward = Mu' ~- Downward ~ •• "/ Steel Mini mum — As s Required ~ As : Provided ™ One Way Shear; Fv - 2*<f 'c-'-.S) = Actual Shear / Phi™ 4175.30 ft-ft Mu 513.843 ft-tt 0.0012 O. 146 in'--2/ft O. 146 in-"-2/ft Try: 4*4 @ 89.44 psi #5 <* 22.88 psi #6 @ 0 psf s DESIGN MOMENT Rebar Cover d ~ Thk-Cover ' m ' ~- 0 psf 3661.4 ft-tt HEEL DESIGN > Neglect Upward Soi1 Pressure? Y™1,N=0 —> 16.5 " 25.5 " 5 0 ~ 8. 5O „ <-j -7 K| -?^^ £- •«,' . vj '—• 56.3 tt7 & 49.5 ttS @ 64.5 tt9 © 82.5 3. n in psi Mu''- Downward Mu' = Upward > 7. Steel Mini mum As : Required As : Provided = 688.916 ft-tt O ft-# «= 0.0012 0.023 in-N2/ft 0. 144 in/-2/ft Mu : DESIGN MOMENT ' Rebar Cover d ~ Thk-Cover ' m ' ~ R-u 688.91 ft-tt 10. 00 23. 53 7.7 in psi One Way Shear: Fv = 2*(f 'c'%-.5) = Actual Shear / Phi- Try: tt4 @ 16.50 " 89.44 psi tt5 @ 25.50 " 1.51 psi tt6 @ 36.50 " #7 5O.50 #8 @ 65.50 .*9 3 83.50' ' PROJECT SUBJECT; PAGE; DATE:BY TOP STEM SECTION DESIGN WALL MATERIAL : CONCRETE « 1, MASONRY = > -f 'm Masonry ~ 1,500 psi > Ps s For Masonry ~ 2O,OOO psi > -f'c Concrete » 2,000 psi > Py : Por Concrete =* 60,000 psi > Load Factor =* > Grouting? Y-l N«0 > > Inspected ? Y=l N~0> > Center^! , Edge=2 ~> 1.00 1 0 Al low. 25O psi Masonry : Actual -f 'm ~ 23O f s = 19, 889 20 , OOO psi Bond Length Req 'd = 31. 1 in 2nd TOP STEM SECTION DESIGN WALL MATERIAL : CONCRETE = f 'm Masonr\/ -• Ps : Por Masonry ™ •f ' c Concrete ": Fy : For Concrete => Load Factor ™ Grouting? Y-l N"O > Inspected ? Y=l N=0> 1 , bOO 20,OOO 2 , OOO 6 0,OOO 1 . OO 1 0 1 * p s i psi psi psi > Centesr-l , Eidge-2 -> Masonry s Actual i'm - 192 •fs ~ 15,496 Bond Length Req'd — Allow. 250 psi 20,000 psi 28.0 in Bottom Ht. above TOF = Loaded Section Height = Total Lateral Press. ™ Maximum Ms:Service -• WALL THICKNESS REBAR SIZE tt REQ'D SPACING Rebar Area Suppli ed = 'd ' -far design - Allowable Unit Shear = Actual Unit Shear ~~ MASONRY =•• 2 : —» 2 > Bottom Ht. above TOP s™ Loaded Section Height ~ Total Lateral Press. = Maximum Ms:Service ~ > WALL THICKNESS > REBAR SIZE tt REQ'D SPACING Rebar Area Supplied - 'd ' -for design ~: Allowable Unit Shear - Actual Unit Shear = 2 -ft 5.50 ft 537.37 # 895.62 ft-tt 8 in 32.00 in O. 12 in'"-: 5.25 in 25.0 psi 5.9 psi 0 -ft 7.50 -ft. 1053.2 tt 2457.5 -ft-ft 12 in i n irv' D 16.00 O. 23 9.30 in 25.O psi 7.6 psi #vfHOR..TOP OF WALL fee8/** MATERIAL — MASONRY f W« 1500 PSINO SPL INSP. — RETINFORaNG GRADE 40 DIMENSIONS H<FT) HI (FT) H2CFT) t(IN) KD(IN) TW(IN) HW(IN) L(IN) F^EBAR SPACING" 2 12 4 4 16 #4 48" DC 3 12 46 18 #4 48" DC 4 12 4 14 26 4*4 48" DC 5 ' 12 4 24 36 #4 24" OC GRAVELBACKFILL HOR.TOP OF WALL CONCRETE AND GROUT2000 PSI AT 28 DAYS MASONRY fVri" 1500 PSINO SPL INSP. REINFORCING GRADE 40 DIMENSIONS H(FT> HKFT) H2CFT) t(IN) KD(IN) TW(IN) HW(IN) L(IN) REBAR SPACING 6 12 6 9 21 38 #5 . 16" DC .. •.-^ .''y..'::.? AWf)8000 ISl AT 80 DAYS «* IDOOPSI> GRADE . DIMENSIONS - .' H<FT> HI(FT) H2(FT) t<IN) KD(IN) TW(IN) HW(IN> L(IN) REBAR"8PACINQ 7 1.33 12 18 6 36 S4 *5~-24 JN OC *6 HOR. TOP'OF WALL 52-CLC.MAX, MATERIAL — CONCRETE AND GROUT2000 PSI AT 28 DAYS — MASONRY f'm= 1500 PSINO .SPLJNSP. — REINFORCING GRADE 40 ~~ "• * DIMENSIONS H(FT> HI(FT) H2(FT) t(IN) KD(IN) TW(IN) HW(IN) L(IN> REBAR BPACINB 7 2.00 12 26 27 12 51 #5 16" OC • • *.*v* • I '.*•••# • ^•„•#•. Ve<LJ; ^TU. b^*3 HCFt MKFT>'H2(FT> t<iM)'KD<XN> TW(JN> 4:; ' - -;v is . ' 4 ' 12 ' l-CIN) 2-1 IN u N OC CRAVCt. UACKHLt • .lion, sfco.c. weep HOUES e... H<FT> HKFT> H2(FT.> KIN) Ks . ."• •- : - '6 .-'.-'»' . 1/IATCniAl. CRAOS.OO DIKEHSION3 HKFT> H2XFT) t(XN> KD(XN) TW(IN) ' HW(JN> L(IN>; :^ .-•; 12 « 6 •i-^i'*'** . W/***-. « ' • --XVV*1'* **S 2-•'-'•""• rf '•»*»* \i**« j» •-•*.• £ • - •'"fitf'VyT'bL-^.'t^ *»»V«*_\l«i. ••i-.CIil^.-* -^ilf»»A^*»* rf'-'l^**- '*• *>• *\1 J* •* • -i-t*jCv ?^^^Kf^P^^ife®^Hfte.- .:.'-.••:> • W^^^fe ISO WAU- VU'•••""•/•• !•!>•>/<;.* *» j uw „ I *.• * *-*/*••v^\vi V*• r L .d^^^^bi^^,^^^^^^™^^^^^^n f^ATCHIAt VK y s r GRADE DIMENSIONS H<FT) HKFT) H2<FT> t<IN> KD(IN) TW<IN> -HWdN) L(IN> REBA^8PACING_ • - - v'* '. _ " . " * «»-» . MR -.•".'4-i *t.l fir* 7 2.00 12 2-1 30 40-IN OC OF WAUL MATERIAL ^2000 PSI AT 28 DAYS — MASONRY f 'm '• 1300 PSINO SPL INSP. — REINFORQNO GRADE 40 DIMENSIONS H(FT) HI(FT) H2(FT) t(IN) KD<IN) TW(IN) HW(IN) L(IN) REBAR SPACING- 2 12 4 4 16 #4 48" OC 3 12 4 6 18 #4 48" OC 4 12 4 14 26 #4 48" DC 5 • 12 4 24 36 #4 24" DC WATERPROOF GRAVEL BACKFILL HOR.TOP OF WALL I500PSI REINFORQN3 GRADE 40 DIMENSIONS H(FT) HI(FT) H2<FT) t(IN) KD(IN) TW(IN) HW(IN) L(IN) REBAR SPACING 6 12 6 9 21 38 #5 16" DC ttftJ&S" TOP-pp; WAULAND S2"0,C. MAX.V CX)NCnETE AND GROUT2000 ISI AT 20 DAYS I^^E^fc Iooor'SI •f^E!NFORC(NQ GRADE .40 A/*7 DIMENSIONS - '.' H(FT> HKFT) H2(FT) t(IN> KD(IN) TW(IN) HW(IN> L(IN) REBAR'SPACINES 7 1.33 12 IB 6 36 54 «5".. 24 IK OC _- HOR. TOP OP WALLAND 32"ac. MAX, : '§ ;RETE AND GROUTAT ae DAYS — MASONRY f'm= 1500 PSINO.-SPL.JNSP. — REINFORONG GRADE 40 . < DIMENSIONS H(FT) HI (FT) H2(FT) t<IN> KD(IN) TW<IN) HW<IN) L < IN>? REBAR SPACING 7 2.00 12 26 27 12 51 *5 16" OC ^«iS*S^ Ai OCT23 199)