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HomeMy WebLinkAbout056-250-016i COMPLAINT• TO INSPECTOR .f t kr. Y /Lo t R g /?/Ijk5.5-1CARL BOKELMAN 1 16222 Sugar Pine Placq, Forest Ranc Permit#2214-85E(ele ser ch & misc wir)S 056-250-016 ''04-2893 BOKELMAN, CARL 16220 SUGAR PINE PL, FOREST RANCH` Cont: OWNER SIDING Cr li ■♦ 4 a f a t,61 P r II BUTTE COUNTY . DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP042893 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/04/2004 APN: 056-250-016-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 16220 SUGAR PINE PL FRN Date: Contractor: Map Index: Description: SIDING ONLY 100' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BOKELMAN CARL H ESTATE OF 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 or she is licensed pursuant to the provisions of %ROY 8r LORRAINE BOKELMAN the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or P O BOX 785 she is exempt therefrom and the basis for the alleged exemption. Any FOREST RANCH, CA 95942 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).): 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 Contractors' State License Law does not apply to an Applicant: BOKELMAN CARL H ESTATE OF owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ 1 am E empt yhder Article f the Business nd P • fessions Code Dater Ow err 3 WORKERS' COMPEN ATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: Q7 I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with tho a provisions. `f 0 Date: lb- - Applicant:SE &_ J,:AL WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 1/0 T CONSTRUCTION -LENDING AGENCY- " " — affirm I hereby arm that there is a construction lending agency for the This permit is hereby issued under the applicable provisions of the Butte County Cody andt r Resolutions do 11 '�dicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) /� _ Q Name: B y: D te: 0" . o Address: PERMIT EXPIR ON: S Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county construction. and state la relating to building construction. I acknowledge it is unlawful to alter the substance of any official form�r document of Butte County. I hereby ti authorize represe v of Butte 1 to Ftr upn the above mentioned property for inspection pu P Print Name: f ei YYi C Signature. , v' l Date: Vowner ❑ Contractor ❑ Agent for Owner 13 Agent for Contractor 13T%'�. BUTTE COUNTY 0 0 DEPARTMENT OF DEVELOPMENT SERVICES 0 0 BUILDING PERMIT APPLICATION 0 0 AND SUBMITTAL REQUIREMENTS 0 H. - = 0 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 0 `� -� 0 OFFICE #: (530) 538-7541 COU N�� A FEE WILL BE REOUIRED AT TIME OF APPLICA TION "PLEASE PRINT CLEARLY" OWNER Last Name4n.ame ,yp S G S • SRA City Pho 3 6 _? Fax E-mail APPLICANT NAME CONTRACTOR Name - S Address SRA City tate tate Zip Phone E-mail Fax E-mail Planner Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name S Address SRA City tate Zip Phone Fax E-mail State License Number APPLICANT NAME Name D y Add s 20 �Gf�✓L S SRA I Yes Fax E-mail r APPLIC IANT SIGNATURE X ( dd - G For office use only: Zoning Property Address_— Flood Zone Cro s Street SRA I Yes No Occ. I Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS .... �.-..�. .n.ro ... n a+ r-- n--- 4 _9n PERMIT NO. BV__ a'�q BIN # LOCATION AP# /'1c• Property Address_— Cro s Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage OD _ O Structure Built with ut Permits O Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. IL _1 Received by: Amount po Bldg SRA II Date:) 46 Sheriff SMIP Qther Total ori ')T nA SUBMITTAL & PERMIT REQUIREMENTS w The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down . or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Ketunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan ,heck fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION 'AFORMSOUILDING F0RMSXB1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-1d r, O.B.-1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. (3)I personally plan to provide the major labor and materials for construction of ther p oposed prIoperty im rovement : YESV NO 1:1HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: AME ADDRESS PHONE TYPE OF WORK NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible Jability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business icense from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should :)e aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, A s Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. N ff 0. gineering STRUCTURAL CALCULATIONS Rancho Job #09-45 Calculation Index: • Beam Analysis • Footing Analysis • Retain Wall Analysis • Retain Wall Details • Revised Foundation Detail Revision Summary: for Hoag Residence Forest Ranch, CA Page # B22 F22-1725 R1 -R4 1-2 7/S3 IfBUTT .COUN E JUL 2 7 D E SE��`.� . Rev. 0 07/06/10 rd and pier design per G O q — as o as -built conditions. Retain COU -wall design for garage and V t _ porch. BUILDING DIVISO! This calculation package is valid for the project location as listed above only and may not be used or modified for another site without the authorization of Rancho Engineering. Rancho Engineering disclaims responsibility for any structural design not specifically addressed in this calculation package. Calculations and plans are not valid until reviewed and approved by appropriate governmental agencies. Jarrod Holliday, P.E. Civil, Structural, Surveying C) -ZSR 5550 Skyway Suite C Paradise CA 95969 (530) 877-3700 Phone/Fax COMPANY PROJECT Rancho Engineering HOAG RESIDENCE WoodWorks® Para Skyway Ste. C 09-45 Paradise, CA 95969 FG1.wwb sornvnerrow WOOD neve,e '. • T`fP FLoo2 G���f2 7'5A, Design Check Calculation. Sheet 7 / O' C' Sizer 8.0 LOADS: Load Type Distribution Pat- Location [ft] Magnitude . Unit 980 Total 1295 tern Start End Start End fb/Fb' = 0.77 Loadl Dead Full Area #2 1.00 12.00 (7.00)* psf Load2 Live Full Area Fb'+ 900 Total Defl'n 40.00 (7.00)* psf -i-riourary wiacn lLC) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : n' Dead 294 Design Value 294 Live 980 fv = 63 980 Total 1295 Bending(+) 1295 Fb' = 1159 fb/Fb' = 0.77 Ci Cn Dead Defl'n Bearing: Load Comb #2 1.00 #2 Length Cb 0.59 1.00 0.23 = L/360 0.59 1.00 Lumber -soft, D.Fir-L, No.2, 4x8" Self -weight of 6.03 plf included in loads; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005: Criterion .Analysis Value Design Value Anal sis/Desi n Shear fv = 63 Fv' = 180 fv/Fv' = 0.35 CD Bending(+) fb = 887 Fb' = 1159 fb/Fb' = 0.77 Ci Cn Dead Defl'n 0.03 = <L/999 1.00 1.00 1.00 Live Defl'n 0.09 = L/987 0.23 = L/360 0.36 Fb'+ 900 Total Defl'n 0.13 = L/666 0.35 = L/240 0.36 1.00 1.00 - ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 0.991 1.300 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Wind load = .1.33 Shear LC #2 = D+L, V = 1295, V design = 1072 lbs Bending(+): LC #2 = D+L, M = 2266 lbs -ft Deflection: LC #2 = D+L EI = 178e06 lb -int Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction Lc=concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. A/ Rancho Engineering Title: Job # 5' 2 2 5550 Skyway Ste. C Dsgnr: Paradise, CA 95969 Protect Desc.: �-y P P t E ft - Project Project Notes : -2 r 0 .G. PIE C 7'4-C . Description : F8 r4nar �KI!Wlf.e-t'a� ,, SIt..T',}4C!0Y�7�FTb Y � 'x� f � J.� General lnformaf�ons .', ;r; rt as Calculations per IBC 2006, cBc 200, ACI 31II-OS ez : Along Z -Z Axis = 0 in 4.0 Pedestal dimensions... 2 # 4.0 Material Properties px : Along X -X Axis = in a- Soil Design Values 4.0 f : Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf Fy : Rebar Yield = 40.0 ksi Increase Bearing By Footing Weight = No Ec : Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance (for Sliding) = 200.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 cp Values Flexure = 0.90 Shear = 0.850 Increases based on footing Depth Analysis Settings Reference Depth below Surface = ft Min Steel % Bending Reinf. = 0.00140 Allow. Pressure Increase per foot of depth = ksf Min Allow % Temp Reinf. = 0.00180 when base footing is below = ft Min. Overturning Safety Factor = 1.50 :1 Min. Sliding Safety Factor = 1.50 :1 Increases based on footing Width Add Ftg Wt for Soil Pressuse No Allow. Pressure Increase per foot of width = ksf Use ftg wt for stability, moments & shears : No when footing is wider than ft AutoCalc Pedestal Weight as DL No _:.^we.arMN: rx^9%� •!"�°V"G R'S '06Yr'� >+0`5"'_. j-.lvzxk.GSy,-_+r`fcT• Width along X -X Axis = 1.330 ft Z Length along Z -Z Axi = 1.330 ft Footing Thicknes = 12.0 in Load location offset from footing center ex: Along X -X Axis = 0 in I ez : Along Z -Z Axis = 0 in 4.0 Pedestal dimensions... 2 # 4.0 Bars along Z -Z Axis px : Along X -X Axis = in a- pz : Along Z -Z Axis =_ in `? 4.0 Height in # 4.0 Rebar Centerline to Edge of Concrete.. a::. at Bottom of footing - 3.0 in a,°*: rr' cgs•�r'wsorocp ,..-d; .i�«, '.i3''•°r'', 371, Reinforcing ��_�:i .� Bars along X -X Axis rh Number of Bars = 4.0 Reinforcing Bar Size = # 4.0 Bars along Z -Z Axis Number of Bars = 4.0 Reinforcing Bar Siz( _ . # 4.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a W --k' b. rh r3 t•� ir. bTri R� �j a �t *'. ,+,3_i�"�. a::. •f�rWl4 C � NN ,�1�7f4� ° 5 �h •'y�� It w. a•J}->'�'��i`_,'�,�rzzsm��<o.ro ,""W ?+�a'.x';..I 1'-3- 5/16" W --k' b. rh 6 bTri R� �j a �t *'. ,+,3_i�"�. a::. •f�rWl4 C �sanY. ,�1�7f4� ° �h •'y�� X i2 # Bars required on each side of zone n/a n�- D Lr L S W E _ H P: Column Load = 0.50 2.0 k OB: Overburden = ksf M-xx = k -ft M-zz = k -ft ..._............._._...._..._.._.........._........._......._................................................................._..................................._......_............................_......................................._......_................-.__.... ... _.._ ..._....._.......... V -x = k V -z = k rh w. a•J}->'�'��i`_,'�,�rzzsm��<o.ro -x ai,�' > "e b;S' ?+�a'.x';..I # Bars required on each side of zone n/a n�- D Lr L S W E _ H P: Column Load = 0.50 2.0 k OB: Overburden = ksf M-xx = k -ft M-zz = k -ft ..._............._._...._..._.._.........._........._......._................................................................._..................................._......_............................_......................................._......_................-.__.... ... _.._ ..._....._.......... V -x = k V -z = k Rancho Engineering Title: Job # P Z 3 5550 Skyway Ste. C Dsgnr: Paradise, CA 95969 Project Desc.: Project Notes : Description : F8 S 'DESIGN SUMMARY -,-.- 1.50 n/a 0.0 0.2827 Min. Ratio Min.- Item Applied Capacity Governing Load Combination PASS 0.9420 Soil Bearing 1.413 ksf 1.50 ksf +D+L+H PASS n/a Overturning - X -X 0.0 k -ft 0.0 k -ft No Overturning PASS n/a Overturning - Z -Z 0.0 k -ft 0.0 k -ft No Overturning PASS n/a Sliding - X -X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z -Z. 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.03086 Z Flexure (+X) 0.4749 k -ft 15.389 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.005685 Z Flexure (-X) 0.08748 k -ft 15.389 k -ft +1.40D PASS 0.03086 X Flexure (+Z) 0.4749 k -ft 15.389 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.03086 X Flexure (-Z) 0.4749 k -ft 15.389 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS n/a 1 -way Shear (+X) 0.0 psi 85.0 psi n/a PASS 0.0 1 -way Shear (-X) 0.0 psi 0.0 psi n/a PASS n/a 1 -way Shear (+Z) 0.0 psi 85.0 psi n/a PASS n/a 1 -way Shear (-Z) 0.0 psi 85.0 psi n/a PASS n/a 2 -way Punching 7.873 psi 85.0 psi +1.20D+0.50Lr+1.60L+1.60H Detailed°Results �. 1.50 n/a 0.0 Soil Rotation Axis & iActual Soil Bearing Stress. Actual I Allowable Load Combination... Gross Allowable Xecc Zecc +Z +Z -X -X Ratio X -X. +D 1.50 n/a 0.0 0.2827 0.2827 n/a n/a 0.189 X -X. +D+L+H 1.50 n/a 0.0 1.413 1.413 n/a n/a 0.942 X -X. +D+Lr+H 1.50 n/a 0.0 0.2827 0.2827 n/a n/a 0.189 X -X. +D+S+H 1.50 n/a 0.0 0.2827 0.2827 n/a n/a 0.189 X -X. +D+0.750Lr+0.750L+H 1.50 n/a 0.0 1.131 1.131 n/a n/a 0.754 X -X. +D+0.750L+0.750S+H 1.50 n/a 0.0 1.131 1.131 n/a n/a 0.754 X -X, +D+W+H 1.50 n/a 0.0 0.2827 0.2827 n/a n/a 0.189 X -X. +D+0.70E+H 1.50 n/a 0.0 0.2827 0.2827 n/a n/a 0.189 X -X. +D+0.750Lr+0.750L+0.750W+H 1.50 n/a 0.0 1.131 1.131 n/a n/a 0.754 X -X. +D+0.750L+0.750S+0.750W+H 1.50 n/a 0.0 1.131 1.131 n/a n/a 0.754 X -X. +D+0.750Lr+0.750L+0.5250E+H 1.50 n/a 0.0 1.131 1.131 n/a n/a 0.754 X -X. +D+0.750L+0.750S+0.5250E+H 1.50 n/a 0.0 1.131 1.131 n/a n/a 0.754 X -X. +0.60D+W+H 1.50 n/a 0.0 0.1696 0.1696 n/a n/a 0.113 X -X, +0.60D+0.70E+H 1.50 n/a 0.0 0.1696 0.1696 n/a n/a 0.113 Z -Z, +D 1.50 0.0 n/a n/a n/a 0.2827 0.2827 0.189 Z -Z. +D+L+H 1.50 0.0 n/a n/a n/a 1.413 1.413 0.942 Z -Z, +D+Lr+H 1.50 0.0 n/a n/a n/a 0.2827 0.2827 0.189 Z -Z, +D+S+H 1.50 0.0 n/a n/a n/a 0.2827 0.2827 0.189 Z -Z, +D+0.750Lr+0.750L+H 1.50 0.0 n/a n/a n/a 1.131 1.131 0.754 Z -Z. +D+0.750L+0.750S+H 1.50 0.0 n/a n/a n/a 1.131 1.131 0.754 Z -Z. +D+W+H 1.50 0.0 n/a n/a n/a 0.2827 0.2827 0.189 Z -Z, +D+0.70E+H 1.50 0.0 n/a n/a n/a 0.2827 0.2827 0.189 Z -Z, +D+0.750Lr+0.750L+0.750W+H 1.50 0.0 n/a n/a n/a 1.131 1.131 0.754 Z -Z. +D+0.750L+0.750S+0.750W+H 1.50 0.0 n/a n/a n/a 1.131 1.131 0.754 Z -Z, +D+0.750Lr+0.750L+0.5250E+H 1.50 0.0 n/a n/a n/a 1.131 1.131 0.754 Z -Z. +D+0.750L+0.750S-45250E+H 1.50 0.0 n/a n/a n/a 1.131 1.131 0.754 Z -Z. +0.60D+W+H 1.50 0.0 n/a n/a n/a 0.1696 0.1696 0.113 60D;0.70E+H 1.50 0.0 n/a n/a n/a 0.1696 0.1696 0.113 `.Ov r�turmn Stabdi t Rotation Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Siiding,StatiiliC+M:r "°?TFT M_ Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding Rancho Engineering Title: Job # 5550 Skyway Ste. C Dsgnr: Paradise, CA 95969 Project Desc.: Project Notes File \Kase&\RANO.HOWOBS12009145.Hoaglenercalct,ec6 Geiser' ,Footing Design , ENERCALC, INC. 1983-2010,Ver;60.22,.NA8652 Description : F8 Footing Flexure .^` Footing Flexure Which Tension @ Bot. Load Combination... Mu Side ? or Top ? As Req'd Gvrn. As Actual As Phi*Mn Status M. +1.40D 0.08748 +Z Bottom 0.26 Bendina 0.6 15.389 OK M. +1.40D 0.08748 -Z Bottom 0.26 Bending 0.6 15.389 OK X -X, +1.20D+0.50Lr+1.60L+1.60H 0.4749 +Z Bottom 0.26 Bendina 0.6 15.389 OK M. +1.20D+0.50Lr+1.60L+1.60H 0.4749 -Z Bottom 0.26 Bendina 0.6 15.389 OK M. +1.20D+0.50L+0.50S+1.60H 0.2 +Z Bottom 0.26 Bending 0.6 15.389 OK X -X, +1.20D+0.50L+0.50S+1.60H 0.2 -Z Bottom 0.26 Bendina 0.6 15.389 OK X -X, +1.20D+1.60Lr+0.50L 0.2 +Z Bottom 0.26 Bendino 0.6 15.389 OK X -X. +1.20D+1.60Lr+0.50L 0.2 -Z Bottom 0.26 Bendina 0.6 15.389 OK X -X. +1.20D+1.60Lr+0.50L+0.80W 0.2 +Z Bottom 0.26 Bendina 0.6 15.389 OK X -X. +1.20D+1.60Lr+0.50L+0.80W 0.2 -Z Bottom 0.26 Bendina 0.6 15.389 OK X -X, +1.20D+0.50L+1.60S 0.2 +Z Bottom 0.26 Bendina 0.6 15.389 OK X -X. +1.20D+0.50L+1.605 0.2 -Z Bottom 0.26 Bendino 0.6 15.389 OK X -X, +1.20D+0.50L+1.60S+0.80W 0.2 +Z Bottom 0.26 Bendina 0.6 15.389 OK X -X. +1.20D+0.50L+1.60S+0.80W 0.2 -Z Bottom 0.26 Bendina 0.6 15.389 OK X -X. +1.20D+0.50Lr-+0.50L+1.60W 0.2 +Z Bottom 0.26 Bendina 0.6 15.389 OK X -X. +1.20D+0.50Lr+0.50L+1.60W 0.2 -Z Bottom 0.26 Bendina 0.6 15.389 OK X -X. +1.20D+0.50L+0.50S+1.60W 0.2 +Z Bottom 0.26 Bendina 0.6 15.389 OK M. +1.20D+0.50L+0.50S+1.60W 0.2 -Z Bottom 0.26 Bendina 0.6 15.389 OK X -X. +1.20D+0.50L+0.20S+E 0.2 +Z Bottom 0.26 Bendina 0.6 15.389 OK X -X. +1.20D+0.50L+0.20S+E 0.2 -Z Bottom 0.26 Bendina 0.6 15.389 OK X -X. +0.90D+1.60W+1.60H 0.05624 +Z Bottom 0.26 Bendina 0.6 15.389 OK M. +0.90D+1.60W+1.60H 0.05624 -Z Bottom 0.26 Bendina 0.6 15.389 OK X -X. +0.90D+E+1.60H 0.05624 +Z Bottom 0.26 Bendina 0.6 15.389 OK X -X. +0.90D+E+1.60H 0.05624 -Z Bottom 0.26 Bendina 0.6 15.389 OK Z -Z. +1.40D 0.08748 -X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z. +1.40D 0.08748 +X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z. +1.20D+0.50Lr+1.60L+1.60H 0.4749 -X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z. +1.20D+0.50Lr+1.60L+1.60H 0.4749 +X Bottom 0.26- Bendina 0.6 15.389 OK Z -Z, +1.20D+0.50L+0.50S+1.60H 0.2 -X Bottom 0.26 Bendino 0.6 15.389 OK Z -Z. +1.20D+0.50L+0.50S+1.60H 0.2 +X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z, +1.20D+1.60Lr+0.50L 0.2 -X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z. +1.20D+1.60Lr+0.50L 0.2 +X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z. +1.20D+1.60Lr+0.50L+0.80W 0.2 -X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z. +1.20D+1.60Lr+0.50L+0.80W 0.2 +X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z, +1.20D+0.50L+1.60S 0.2 -X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z, +1.20D+0.50L+1.60S 0.2 +X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z, +1.20D+0.50L+1.60S+0.80W 0.2 -X Bottom 0.26 Bendino 0.6 15.389 OK Z -Z. +1.20D+0.50L+1.60S+0.80W 0.2 +X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z, +1.20D+0.50Lr+0.50L+1.60W 0.2 -X Bottom 0.26 Bendino 0.6 15.389 OK Z -Z. +1.20D+0.50Lr+0.50L+1.60W 0.2 +X Bottom 0.26 Bending 0.6 15.389 OK Z -Z. +1.20D+0.50L+0.50S+1.60W 0.2 -X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z. +1.20D+0.50L+0.50S+1.60W 0.2 +X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z, +1.20D+0.50L+0.20S+E 0.2 -X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z. +1.20D+0.50L+0.20S+E 0.2 +X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z, +0.90D+1.60W+1.60H 0.05624 -X Bottom 0.26 Bendina 0.6 15.389 OK Z -Z. +0.90D+1.60W+1.60H 0.05624 +X Bottom 0.26 Bendino 0.6 15.389 OK Z -Z. +0.90D+E+1.60H 0.05624 -X Bottom 0.26 Bendino 0.6 15.389 OK _?0.05624.__ _ ;+X . Bottom 0.26 Bendina 0.6 15.389 OK . -•One Way'Shear• Load Combination... Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn Phi*Vn 1 Vu Status +1.40D 0 psi 0 osi 0 osi 0 psi 0 psi 85 osi 0 OK +1.20D+0.50Lr+1.60L+1.60H 0 psi 0 psi 0 osi 0 psi 0 psi 85 psi 0 OK +1.20D+0.50L+0.50S+1.60H 0 psi 0 psi 0 psi 0 psi 0 psi 85 psi 0 OK +1.20D+1.60Lr+0.50L 0 psi 0 psi 0 osi 0 psi 0 psi 85 psi 0 OK +1.20D+1.60Lr+0.50L+0.80W 0 psi 0 psi 0 psi 0 psi 0 psi 85 psi 0 OK +1.20D+0.50L+1.60S 0 psi 0 osi 0 osi 0 psi 0 psi 85 psi 0 OK +1.20D+0.50L+1.60S+0.80W 0 psi 0 psi 0 psi 0 psi 0 psi 85 psi 0 OK +1.20D+0.50Lr+0.50L+1.60W 0 psi 0 psi 0 psi 0 psi 0 psi 85 osi 0 OK +1.20D+0.50L+0.50S+1.60W 0 osi 0 psi 0 psi 0 psi 0 osi 85 osi 0 OK +1.20D+0.50L+0.20S+E 0 osi 0 psi 0 osi 0 psi 0 psi 85 osi 0 OK +0.90D+1.60W+1.60H 0 osi 0 psi 0 osi 0 osi 0 psi 85 osi 0 OK +0.90D+E+1.60H 0 osi 0 osi 0 osi 0 osi 0 osi 85 osi 0 OK Rancho Engineering Title : Job # P5 IC 2 $- 5550 Skyway Ste. C Dsgnr: Paradise, CA 95969 Project Desc.: Project Notes File: K iral Footing Design ,. Description : F8 Puricling Shear Load Combination... Vu Phi*Vn. Vu I Phi*Vn Status _ +1.40D 1.45 osi 170osi 0.008531 OK +1.20D+0.50Lr+1.60L+1.60H 7.873 osi 170osi 0.04631 OK +1.20D+0.50L+0.50S+1.60H 3.315 osi 170osi 0.0195 OK +1.20D+1.60Lr+0.50L 3.315 osi 170Dsi 0.0195 OK +1.20D+1.60Lr+0.50L+0.80W 3.315 osi 170osi 0.0195 OK +1.20D+0.50L+1.60S 3.315 osi 170osi 0.0195 OK +1.20D+0.50L+1.60S+0.80W 3.315 Dsi 170osi 0.0195 OK +1.20D+0.50Lr+0.50L+1.60W 3.315 psi 170osi 0.0195 OK +1.20D+0.50L+0.505+1.60W 3.315 osi 170osi 0.0195 OK +1.20D+0.50L+0.20S+E 3.315 osi 170osi 0.0195 OK +0.90D+1.60W+1.60H 0.9323 psi 170osi 0.005484 OK +0.90D+E+1.60H 0.9323 osi 170Dsi 0.005484 OK Rancho Engineering 5550 Skyway Ste. C Paradise, CA 95969 Title Hoag residence Page: S Job # 0945 Dsgnr: jph Date: JUN 16,2010 Description.... 5' garage wall This Wall in File: \\Casey\c\RANCHO\JOBS\2009145-Hoag\re Retain Pro 9 ©1989 - 2010 Ver: 9.11 8127 Registration#: RP -1175495 RP9.11 Cantilevered Retaining Wall Design Code: CBC 2007 Licensed to: Rancho Engineering CriteriaSoil 961 psf OK Data 95 psf OK Retained Height = 5.00 ft Allow Soil Bearing = 1,500.0 ps4,11*" Wall height above soil = 1.00 ft Equivalent Fluid Pressure Method Heel Active Pressure 45.0 psf/ft Slope Behind Wall = 0.00: 1 Toe Active Pressure = 30.0 psf/ft Height of Soil over Toe = 0.00 in Passive Pressure = .389.0 psf/ft Water height over heel = 0.0 ft Soil Density, Heel = 110.00 pcf Design Data Soil Density, Toe = 110.00 pcf = 0.879 FootingIlSoil Friction = 0.400 900.0 Moment.... Actual Soil height to ignore 1,500.0 Moment..... Allowable = for passive pressure = 12.00 in Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning LAxial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Design Summary Wall Stability Ratios Overturning = 2.32 OK .Slab Resists All Sliding ! Total Bearing Load = 1,981 lbs ...resultant ecc. = 6.15 in Soil Pressure @ Toe = 961 psf OK Soil Pressure @ Heel = 95 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,154 psf ACI Factored @ Heel = 114 psf Footing Shear @ Toe = 3.5 psi OK Footing Shear @ Heel = 4.3 psi OK Allowable = 75.0 psi ' Sliding Calcs Slab Resists All Sliding ! Lateral Sliding Force = 916.9 lbs Load Factors - Building Code Dead Load Live Load Earth, H Wind, W Seismic, E CBC 2007 1.200 1.600 1.600 1.600 1.000 Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft The above lateral load Wall to Ftg CL Dist = has been increased 1.00 by a factor of Base Above/Below Soil Wind on Exposed Stem = 0.0 psf Adjacent Footing Load Top Stem Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil 6.00 = 0.0 ft at Back of Wall Rebar Spacing Poisson's Ratio = 0.300 Stem Construction Top Stem Stem OK Design Height Above Ftc ft= 0.00 Wall Material Above "Ht" = Concrete Thickness = 6.00 Rebar Size = # 4 Rebar Spacing = 18.00 Rebar Placed at = Center Design Data fb/FB + fa/Fa = 0.879 Total Force @ Section lbs = 900.0 Moment.... Actual ft-#= 1,500.0 Moment..... Allowable = 1,705.6 Shear..... Actual psi = 25.0 Shear..... Allowable psi = 75.0 Wall Weight = 75.0 Rebar Depth 'd' in= 3.00 LAP SPLICE IF ABOVE . in= 16.46 LAP SPLICE IF BELOW in = HOOK EMBED INTO FTG in = 8.40 Lap splice above base reduced by stress ratio Masonry Data fm psi = Fs . psi = Solid Grouting = Modular Ratio'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method Concrete Data fc Fy = Medium Weight = ASD psi = 2,500.0 psi = 60,000.0 Retain Pro Software © 2009 HBA Publications, Inc. Licensed to: Rancho Engineering www.RetainPro.com All Rights Reserved paradise, CA 95969 Rancho Engineering 5550 Skyway Ste. C Paradise, CA 95969 Title Hoag residence Page: r3 2 - Job Job # 09-45 Dsgnr: iph Date: JUN 16,2010 Description.... 5' garage wall This Wall in File:\kCaseylclRANCHOIJOBS12009145-Hoaglre Retain Pro 9 ©1989 - 2010 Ver: 9.11 8127 Registration#: RP -1175495 RP9.11 Cantilevered Retaining Wall Design Code: CBC 2007 Licensed to: Rancho Engineering Footing Dimensions & Strengths Toe Width = 2.00 ft Heel Width = 1.75 Total Footing Width = 3.75 Footing Thickness = 18.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 1.50 ft fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = . 150.00 pcf Min. As % = 0.0018 Cover @ Top 2.00 @ Btm: 3.00 in Footing Design Results .....OVERTURNING..... Toe Heel Factored Pressure = 1,154 114 psf Mu': Upward = 1,938 180 ft-# Mu': Downward = 540 727 ft-# Mu: Design = 1,398 547 ft-# Actual 1 -Way Shear = 3.52 4.32 psi Allow 1 -Way Shear = 75.00 75.00 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Surcharge Over Heel = Key Reinforcing = None Spec'd Surcharge Over Toe = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < S ' Fr Key: No key defined Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 950.6 2.17 2,059.7 Soil Over Heel = 687.5 3.13 2,148.4 Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure = -33.8 0'.50 -16.9 Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem= Added Lateral Load = ' Axial Live Load on Stem = Load @ Stem Above Soil = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = 450.0 2.25 1,012.5 Earth @ Stem Transitions= Total = 916.9 O.T.M. = 2,042.8 Footing Weight = 843.8 1.88 1,582.0 Resisting/Overturning Ratio = 2.32 Key Weight = 1.50 Vertical Loads used for Soil Pressure = 1,981.3 lbs Vert. Component = Total = 1,981.3 lbs R.M.= 4,743.0 ' Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure calculation. DESIGNER NOTES: Retain Pro Software @ 2009 HBA Publications, Inc. Licensed to: Rancho Engineering www. RetainPro.com All Rights Reserved paradise, CA 95969 Rancho Engineering 5550 Skyway Ste. C Paradise, CA 95969 Title Hoag Page:"'� Job # 09-45 Dsgnr: jph Date: JUN 16,2010 Description.... 4' porch wall This Wall in File: 1\Caseylc\RANCHOIJOBS12009145-Hoaglre Retain Pro 9@ 1989 - 2010 Ver: 9.11 8127 Registration#: RP -1175495 RP9.11 Cantilevered Retaining Wall Design Code: CBC 2007 Licensed to: Rancho Engineering Criteria 800 psf OK Retained Height = 4.00 ft Wall height above soil = 1.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Water height over heel = 0.0 ft Surcharge Loads 800 psf OK Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning ACI Factored @ Toe = [Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Design Summary 75.0 psi Wall Stability Ratios Lateral Sliding Force = Overturning = 3.13 OK Sliding = 1.50 OK Total Bearing Load = 1,823 lbs ...resultant ecc. = 3.76 in Soil Pressure @ Toe = 800 psf OK Soil Pressure @ Heel = 241 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 960 psf ACI Factored @ Heel = 289 psf Footing Shear @ Toe = 1.1 psi OK Footing Shear @ Heel = 2.9 psi OK Allowable = 75.0 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 646.9 lbs less 100% Passive Force = - 243.1 lbs less 100% Friction Force = - 729.0 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Load Factors Lateral Load = Building Code CBC 2007 Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 Soil Data Lateral Load = Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 45.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 389.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcf FootingIlSoil Friction = 0.400 Soil height to ignore = for passive pressure = 12.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft The above lateral load Wall to Fig CL Dist = has been increased 1.00 by a factor of Base Above/Below : oil = Wind on Exposed Stem = 0.0 psf ;T.h4mbnail LAdjacent Footirg Load Top Stem Adjacent Footing Loyd = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Fig CL Dist = 0.00 ft Footing Type :i Base Above/Below : oil = 0.0 ft at Back of Wall = A. 0.300 = 18.00 Rebar Placed at Y * v Center Design Data fY• ;T.h4mbnail LAdjacent Footirg Load Top Stem Adjacent Footing Loyd = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Fig CL Dist = 0.00 ft Footing Type Line Load Base Above/Below : oil = 0.0 ft at Back of Wall = Poisson's Ratio = 0.300 Stem Construction Top Stem fm psi= Stem OK Design Height Above Ftc ft = 0.00 Wall Material Above "Ht" = Concrete Thickness = 6.00 Rebar Size = # 4 Rebar Spacing = 18.00 Rebar Placed at = Center Design Data fb/FB + fa/Fa = 0.450 Total Force @ Section lbs = 576.0 Moment.... Actual ft-#= 768.0 Moment..... Allowable = 1,705.6 Shear..... Actual psi = 16.0 Shear..... Allowable psi = 75.0 Wall Weight = 75.0 Rebar Depth 'd' in= 3.00 LAP SPLICE IF ABOVE in= 12.00 LAP SPLICE IF BELOW in= HOOK EMBED INTO FTG in = 8.40 Lap splice above base reduced by stress ratio Masonry Data fm psi= Fs psi = Solid Grouting = Modular Ratio 'n' _ Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Medium Weight Masonry Design Method = ASD Concrete Data fc psi = 2,500.0 Fy psi = 60,000.0 Retain Pro Software © 2009 HBA Publications, Inc. Licensed to: Rancho Engineering www.RetainPro.com All Rights Reserved paradise, CA 95969 Rancho Engineering 5550. Skyway Ste. C Paradise, CA 95969 Title Hoag Page: Job # 09-45 Dsgnr: jph Date: JUN 16,2010 Description.... 4' porch wall This Wall in File: \\Casey\c1RANCHOIJOBS12009145-Hoag\re Retain Pro 9 ©1989 - 2010 Ver: 9.11 8127 Registration #: RP -1175495 RP9.11 Cantilevered Retaining Wall Dbiign Code: CBC 2007 Licensed to: Rancho Engineering Footing Dimensions & Strengths Toe Width = 1.50 ft Heel Width = 2.00_ Total Footing Width = 3.50 Footing Thickness = 18.00 in Key Width. = 0.00 in Key Depth = 0.00 in Key Distance from 'foe = 1.50 ft fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top 2.00 @ Btm: 3.00 in Footing Design Results ■ .....OVERTURNING..... Toe Heel Factored Pressure = 960 289 psf Mu': Upward = 973 433 ft-# Mu': Downward = 304 898 ft-# Mu: Design = 669 464 ft-# Actual 1 -Way Shear = 1.11 2.94 psi Allow 1 -Way Shear = 75.00 75.00 psi Toe Reinforcing = None Spedd Heel Reinforcing = None Spedd Key Reinforcing = None Spedd Axial Dead Load on Stem= Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined Summary of Overturning & Resisting Forces & Moments ■ .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 680.6 1.83 1,247.8 Soil Over Heel = 660.0 2.75 1,815.0 Surcharge over Heel = Sloped Soil Over Heel =. Toe Active Pressure = -33.8 0.50 -16.9 Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem= Added Lateral Load ' _ * Axial Live Load on Stem = Load @ Stem Above Soil = Soil Over Toe . _ Surcharge Over Toe = Stem Weight(s) = 375.0 1.75 656.3 Earth @ Stem Transitions= Total = 646.9 O.T.M. = 1,230.9 Footing Weight = 787.5 1.75 1,378.1 Resisting/Overturning Ratio = 3.13 Key Weight = 1.50 Vertical Loads used for Soil Pressure = 1,822.5 lbs Vert. Component = Total = 1,822.5 lbs R.M.= 3,849.4 " Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure calculation. DESIGNER NOTES Retain Pro Software© 2009 HBA Publications; Inc. Licensed to: Rancho Engineering www.RetainPro.com All Rights Reserved paradise, CA 95969 GONG. STEM - ST f'c= 2500. psi, Fy= 60000. psi TOP STEM HORIZ. BARS TOP STEM VERT. BARS RH - RETAINED HEIGHT V4 - FOOTING WIDTH FT - FOOTING THIGKNES ST - STEM THICKNESS O'-6" TOP STEM VERT. BAR #4 ® W' TOP STEM HORIZ. BAR #4 ® IS" SLAB REQUIRED O TOE YE5 A - TOE LENGTH B - HEEL LENGTH SLAB REQUIRED #4 0 24" O.G. TOP 8 BOT #4 HORIZ. AS SHOWN BUTTE COU�� � , WILDING DING ®1�l1SICA FILTER FABRIC MATERIAL Go (JV° 0-0 • Off° 4" PERP. DRAIN Co LINE w/ GLEAN DRAIN ROCK, (EXTEND TO 0 DAYLIGHT) (V m t - IL A�B w JOB # Oa -45 RE5TRA I NED RETA I NNALL DE51 O N i 5550 Skyway, Ste. G HOAO RESIDENCE C IO Paradise, Gtr g5g6q FOREST RANCH, rA Fhonc/Fax: 5' RETAIN WALL SCHEDULE ngineering (530) 8-7-1-5-T00 RH - RETAINED HEIGHT 4'-0" W - FOOTING WIDTH FT - FOOTING THICKNESCE ST - STEM THICKNESS O'-6" TOP STEM VERT. BAR #4 O W' TOP STEM HORIZ. BAR #4 ® IS" SLAB REQUIRED a TOE NO A - TOE LENGTH B - HEEL LENGTH BUTTE COUNT`", R,IJI DING DIVISi tt. AOROVE GONG. STEM - ST f'c= 2500. psi, Fy= 60000. psl x TOP STEM HORIZ. BAR5 SLAB WHERE OCGURES. TOP STEM VERT. BARS 2 K #4 ® 24" O.G. TOP 8 BOT H #4 HORIZ. A5 SHOWN Am A B JOB # Oaf -45 RETAIN WALL MESION 5550 Skyway, Ste. G . NOP,& 'RESlDENr E Cl lO Foradi5e, GA c 5l Q FOREST RANCH, CA Fhone/Fax: 4' RETAIN WALL SCHEDULE leering (53o) 877-3700 1 8 1. DOUBLE 2X FRAMING OR 4x POST 4 FOR HOLDOHN. 2. SILL PLATE 5. ANCHOR BOLT H/ 6 5X5X.22q" PLATE _. WASHER, SEE SHEAR 5 SCHEDULE FOR SIZE AND SPAC I NO. 4. SIMPSON HDU I I HOLDOHN, SEE PLAN q FOR SIZE AND ° LOCATION. INSTALL -_ PER MANUFACTURES ° SPECIFICATIONS. a 5. FLOOR JOIST SEE a PLAN. 6. FLOOR PLY SEE PLAN. a -7. FOUNDATION SIZE AND REINFORCEMENT -7 PER RETAIN HALL 6" STEM SCHEDULE. q. LU5.2,5 HANGER. INSTALL PER ff�Sii MANUFACTURES SPECS. ' d 10. 2X P.T. LEDGER 11. (2) 1/2" X 6" A.B. 24" O.G. Id a a SHEARMOLLDONN CONN. FOUNDATION -7 BUTTE COUN17a 1JI DING QIV1SV PpRov, nr JOB # Oq-45 5550 SkywOy, Ste. G HOAO RESIDENCE Paradise, GA C5g6q FOREST RANCH, CA Phone/Fax: *,,nglinneering LEDGER DETAIL (530) 877-3700 131503 F,9 7/53 Pgl-14JLC— ?D'."4 �3 /�' OFFICE COPY Address GAS Meter By Date ELECTRIC Meter By. S� Date COUNTY OF BUTTE - DEPARTMENT OF'PUBLIC WORKS PERMIT NO. • - 7' Cowity Center Drive - Oroville, California; 5965 - Telephone 916/534.4541• APPLICATIA AND PERMIT ASSESSOR. PARCEL NUMBER 5 6 — .�_S �-- /�, ZONING 7"/'9_ -�, -.1 BUILDING PERMIT OWNER TELEPHONE 7 TV; SO. FT. DCC. BUILDING VALUATION OWNER'S 'MAILING ADDRESS CONTRACTOR'S NAME _4e TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ EN ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESSC f J� A/X/ PLUMBING PERMIT Filing Fee 10.00 _ Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF 9"11 L Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home ISI GJWJ 10.00 e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other RL Describework: �J�� �fr1+�j/�'�G�'' — i 1'� r i� L f* W /,(J 4 Permit Fee $ -Contractor ELECTRICAL PERMIT Filing Fee 10.00 V OR Main service 100 AMP ORSLESS 10.00 • / Main service EA. ADD -L. 100 AMP 2.50 ;7._S0 NEW CONST.// DWELLING OCCUP.&` OR ADDNS. ( ACC. BLDGS. I 21/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Businesszoes0c and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR MULTI -OUTLET NO N.RESID BRANCH CIRCUITS) 2.50 ea NEW CONSTR. (POWER APPARATUS &1 NON -REST D. SINGLE OUTLET CIR. / Ex. Occup(o TS OR FIXTURES e ALO 300 IXEDP Ex. Occup. OUTLETS (RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring/4-v Jr f� 15.00 J , �.1 f - , L % .>S� �,,r / 5 . /JJ Permit Fee / $ 4-Z C, -'o Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. O I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. Signature of Applicant — Owner El Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height.! Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCu P. GROUP I TYPE of CONST. PARCEL PD HD SS� This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By l' r • �I �- PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date L^ A —A - Y' - Receipt No. S WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE, .DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OroviIIe�California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR P RCEL NUMBER S �5 -ZONING 1 7�-' s BUILDING PERMIT OWNER ITELEPHONE SQ. FT. OCC. BUILDING VALUAT N OWNER - S_WAIT ING DRESS CONTRACT�O/R''5 NAME W TELEPHONE CONTR CTOR'S AI ING ADDRESS F ireplace CONSTRUCTION LENDER Aloot/ UNKNOWN Total Valuation $ FilingFee $ 10.0 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDR SS g9oj _41C PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO.SUBDIVISION NAME PARCEL MAP Each Cias water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home I S I GJWJ 10.00ea TYPE OF WORK New Addition // Remodelo� Utilities❑ Installation[] Other Describe work: Gi��)Ldt �Gf. Cwt ' Pe t Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 D NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. 2t/4sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am Licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CO ID FL MULTI-CUTLE CIRCTITS 2.50 ea NEw CONSTIRPOWER APPARATUS &) NON.RESID. (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES ISAL00 FIXED APPLNS. OR EX. OCCUp. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin 15.00 s,�J a cD Permit Fee $ z? Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against. ai� County Acse gtnce of the granting of this permit. X// 92kin- Date Signature of Applicant - Owneeg Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ �l TOTAL PERMIT FEE $ C/ OCCUP, GROUP I TYPE OF CONST. I PARCEL I PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which' DIRE OR OF PUBLIC BY PE IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS / ,� Date �6r� Receipt No. T�6T �� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR P RCEL NUMBER ^ S — X5_ ZONING BUILDING PERMIT OWNERTELEPHONE c — 3 SQ. FT. OCC. BUILDING VALUATION OWNER'S AI ING DRESS CONTRACTOR'S NAME W 4�� 6�� TELEPHONE CONTR C___2 LING ADDRESS Fireplace CONSTRUCTION LENDER 0111-E7,Filing UNKNOWN Total Valuation Is Fee - $ 10.00 + LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 1 BUILDING ADD R SSS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP ._Each Qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE IMobile SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 Home I S I G JW 1 10.00 e TYPE OF WORK j New F-1 Addition / Remodel Utilities❑ InstallationOther I Describework: il�-'�. f G�c-f �,�lNlsf _ ' L i Pe It Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS190 10.00 ' Main service EA. ADD'L 100 AMP 2.50 0 NEW CONST.// DWELLING OCCUP.& OR ADDNS. l ACC. BLDGS. t 2/22SQft CONTRACTORS LICENSE LAW penalty I declare under p y of perjury y (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. I I. License No. Cl ssification I, as the owner, or my emplo ees th eta their sole compen- sation, will do the work, d t e ism4.intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exc u i ontracting with licensed contract-. ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONSTR ULTI.OUTLET 2,50 ea NON-RESID BRANCH CIRCUITS NEW CONSTR POWER APPARATUS & NON-RESID, SINGLE OUTLET CID, Ex. Occup OUTLETS OR FIXTURES BAL0g30 FIXED APPLNS. OR Ex. OCCUp- OUTLETS (RESID.) EA.) 2,00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wirin 15.00 ,Too czlrU Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 i WORKMEN'S CO ION I RAN I declare under penalty of perjury (c c o The permit is for $100•.00 luation) or less. • I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. .� I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue againsai County c seglypnce of the granting of this permit. f// t X r �I ,���,..._ Date Signature of Applicant — Owner"J Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST, PARCEL PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC ByDate PERMIT EXPIRES Date- the applicable provi- resolutions to do fees have been paid. WORKS ??3 Receipt No. ��C� WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT