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073-110-036
a 0 RUSSELL, Ernest Lee 4586B 073-110 036 - 03-1301 r.'�'i --__. _-3664P _ RUSSE MITCH -� 3 l —?JCP 45 8E-4677E(s) Cl�( u55e( Vl ' 1?4ROVILLE NEW SINGLE �FAM Y-�•6-� k off e/s Oro-Forbestown Rd. app. T mi. -.past Hurton Fire station, Oroville " -f -` bONTR: Harmony Builders, P.O. Box 578, Oro. tENEWAL (new single family) PERMIT,,+ f `DATE: <2' _ 0 BP# 03-13'e1 EXPIRES: 3 - Z.& 76G - 073-110-036 PERMIT#94-81A,- 1" RUSSELL, LELAND 876 BLACK BART RD., OROVILLE i AG EXEMPT PERMIT—STG HAY I 4 - a 0 RUSSELL, Ernest Lee 4586B 073-110 036 - 03-1301 r.'�'i --__. _-3664P _ RUSSE MITCH -� 3 l —?JCP 45 8E-4677E(s) Cl�( u55e( Vl ' 1?4ROVILLE NEW SINGLE �FAM Y-�•6-� k off e/s Oro-Forbestown Rd. app. T mi. -.past Hurton Fire station, Oroville " -f -` bONTR: Harmony Builders, P.O. Box 578, Oro. tENEWAL (new single family) PERMIT,,+ f `DATE: <2' _ 0 BP# 03-13'e1 EXPIRES: 3 - Z.& 76G - 073-110-036 PERMIT#94-81A,- 1" RUSSELL, LELAND 876 BLACK BART RD., OROVILLE i AG EXEMPT PERMIT—STG HAY FA COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 0. ( Rev. 12/96) APPLICATION AND PERMIT 0 ass p�,dfibNU63 / 1 V U3GV ZONING BUILDING PERMIT OWNER 14 MITCH RUSSELL TELEPHONE 589-9801 SO. Fr, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS PO BOX 5895 OROVILLE CA 95966 234$ R 126 522.00 879 U 15 822.00 CONTRACTOR'S NAME OWNER TELEPHONE 2 516 10.557-00 125 0 875.00 CONTRACTORS MAKING ADDRESS 342 C 4446.00 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A 1500.00 Total Valuation $ 159-79 ARCHITECT OR ENGINEER LICENSE NO. -on Filing Fee $ 20.00 Permit Fee $ 849.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 552.18 BUILDING ADDRESS 3442 RUSSEL VALLEY ROAD OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1444.68 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF YDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 05.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 5.00 Each gas water heater or vent 15.00 5.00 TYPE OF WORK NewA Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF -3 BDRM (AG WORKER) Gas piping system 1 - 5 outlets 15.0015.00 Building sewer 15.0015 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Serviceaoov oR SSLEss zoOA OR LE23.0023,00 LICENSED CONTRACTOR'S 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 the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Ep I have and will maintain workers' compensation Insurance, as required by Section 3700 If the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'HAZ 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 those provisions. %lam% Date S -L� - C) �� LX gnature of Applican -T3 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations r 5'0" deep and demolition or constructio of structures over 3 stories in height.JV Main Service 200A TO 1000A 46,00NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( a ACC. BLDs. 3.5QFT; "NOON-aESln MULTI -OUTLET @7.50 POWER APPARATUS & SINGLE OuT Er CIR. 20 Ex. Occup. OUTLET OR FIXTURES @'•50 aAL O .w Ex. Occup. OUTELELSR' °E,, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $163.00 MECHANICAL PERMIT Fling Fee 20.00 Heating 5.00 Cooling Hood 6.5015.50 Ventilation 8.00 PERMIT FEt S 69.50 Mobile Home Installation Fee $ Energy Inspection Fee 1$46,00 9-T ` 1TMPEE TAL FEE $ 1908.18 D IMP FLOOD I CVel PARC PD HD S ye This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ? By Date) �� T P SON �,��ITE-D.D.S.-B.D. pgfe rReceiptNo. A ARY-AS SSO K -I PECTO G � ENROD-APPLICA *COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION / / Z 7 County Center Drive - Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. CTIONAN® PCQRA1'r 03 - 1 3 0 1 (Rev. 12/96) AP P L.I A Total Valuation $ ASSESSOR PARCELNUMBER Filing Fee ZONING BUILDING PERMIT OWNER Plan Checking Fee TELEPHONE SO. FT. OCC. BUILDING VALUATION $ DWELLOJO OCCUP. 8 ACC. Efts 3 PERMIT OWNERS MAILING ADDRESS "8?'7 9 1 CONTRACTOR'S NAME -7 TELEPHONE 9-0-7 0S 57 BA20 1.00 @ 1.00 Ex. Occup. 125 obe./ A-75 • .a CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAIUNG ADDRESS ARCH,-rECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS LOT NO. I SUBDIVISIONS NAME I PARCEL MAP Fireplace I A 1 1506 PERMIT FEE Total Valuation $ i Filing Fee $ Permit Fee $ Plan Checking Fee $ Energy Plan Checking Fee $ DWELLOJO OCCUP. 8 ACC. Efts $ PERMIT FEE $ Each Trap USEOFSTRUCTURE Solar or heat pump water heater SF ❑ Duplex ❑ Mobllehome ❑ Other Water piping sPECIFr Each gas water heater or vent TYPE OF WORK Gas piping system 1 - 5 outlets I New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer Mobile Home S G W Describe Work: .PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED $, DATE RECEIVED l RECEIPT # . o -v 20.00 50 iling Fee 20.00 7.00 23.00 15.005, eo 15.00 S' o -o 15.00 15.00 @20.00 Misc. Wiring 23.00 PERMIT FEE $ /6 <. - -- MECHANICAL PERMIT Fling Fee 20.00 Heating 5,p_ FCooling Hood . 6.50 GSD Vmnfilatinn q PERMIT FEE $ If W 5 , Bn ELECTRICAL PERMIT Filing Fee 20.00 Main Service 800V OR LESS 200A OR LESS 23.00 A3, t0 Main Service 200A TO 1000A 46.00 NEW CONST. OR ADDNS. DWELLOJO OCCUP. 8 ACC. Efts SO 3.5Qr. 11'6, NEW CONST. NON-RESID. MULTI -O BRANCHC 7.50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. OUnET OR FIXTURES BA20 1.00 @ 1.00 Ex. Occup. MPPLNS. OR OUTLETS 61D. E0. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ /6 <. - -- MECHANICAL PERMIT Fling Fee 20.00 Heating 5,p_ FCooling Hood . 6.50 GSD Vmnfilatinn q This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON PERMIT FEt $ D Mobile Home Installation Fee $ Energy Inspection Fee $ &, O'er CONST. TjPE TOTAL FEE $ 1q03 - % 8 HAZ Es IMP -s VPD X COF PARC1[ �/ HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON `COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES �BUIL,nINC IVIS _ �N % County Center Drive • Oroville, California 95965 • Telephon (530)`�,3B_754t t'P RMIT NC APPLICATION AND PERMIT' _ PARDEL NUMBER l _ ' In ^ C)-&, , _ �°""'�i1 � BUILDII`dG PERMIT = �—nrn1� :OMRA=R'S NAME 0-0 ��tdrRKTORS MAIUNO ADDRESS :DNS TRU 'nDW LENDER ENDERS MAILING ADDRESS ORCNRECT OR ENGINEER WCMRECT OR ENONEERS MAILING ADDRESS in BuLDU/G ADDRESS 34 I L+a LOT NO. SUBDWSIONS NAME S �� •, ::;:: USEOFSTRUCTURE SF k Duplex O Mobilehome E3 Other LICENSE NO. Sg.C59 AC TYPE OF WORK New 1� Addition O Remodel 0 Utilities O Installation O Other O Describe Work: 5 NO VO L 04�,- i> ; 2c7z� T—D- FL, e = x� ) o SD C., CIA BUILDING VALUATION Fireplace w Total Valuation S •—'$ 5.00 •0.00 23.00 Fifina Fee 20.00 Wise. Wiring 23.00 Permit Fee S Plan Checking Fee S Energy Plan Checking Fee S S � PERMIT FEE S PLUMBING PERMIT Fflin6 Fee 2LTD0 Each Trap 5 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 1 1 5.00 . CZ Gas piping system 1 - 5 outlets 15.0c) S; (A Building sewer 15.00 lr CA) Moble Home S G W @20.00 PERMIT FEEL) PERMIT Fling Fee •20.00 Main Service ow on LEss 23.00 3 Main Service 200A To too" 46.00 MMM NST: f D'"r°iiN° Occup. 1 I 3.5ec,D' II—%_ EX. Occup. OUfl.ET OR FDCTURES BAL - .50 FDCED APPLNs OR Ex. Occup. OUTLETS ESID. E. 5.00 Temporary Service 23.00 Moble Home Facilities 20.00 Wise. Wiring 23.00 PERMIT FEE S [ (O J MECHANICAL PERMIT Fling Fee 20.00 Heatina I 6.50 151 CIO PERMIT FEL S Moble Home Installation Fee S Energy Inspection Fee $ Dee COIST.TY- TOTAL FEE $ /6%?Q.•0(, KA -Z. I D. FEES I IMP FLDOD CDF pARCEI 1 pD I MD 65UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON n.al . 10c), - --------- a PLAN a2EVdSI0N Please complete the following information in order to pmcess your submittal. If this form is not complete, toric and legible. it may cause a delay in processing. er's Name: I, Received 13y: ,Bate: Own A.P�Permit 9: �� 1 Time: �S ✓� . R.. ContactPhoneNumber. Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering ❑ Plan Revision ❑ Requested by Building Inspector or Correctioallotice - ectoes Mame: *wsted By Plan's Examiner- Examiner'sName: P),A� - ❑ Othen If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pla review. If engineering is involved in this revision, the engineer must put his requirements on these drawings an( stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must cleariv shay When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: I Call and hold for pickup at the' ❑ Chico Office ❑ OrovWe Office ❑ Deliver with neat inspection. Revised Plan Check Fee: ❑ S46.00 Receipt f: ❑ Additional Fees Not Require( Additional fees may be due based upon complexity and time involved to process this submittal Additional Fees: Receipt #: National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. L additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, finiher, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BMPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BMPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. - Signed: Title: (_eDA 7P Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan i I AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date 0-17-03 PROPERTY OWNERS: State of California County of &44 e - On A)OtJ. /�7, 200 3 before me, personally appeared Kobe., -f A- K u ss ,1-!/ oAueC J%u d mac. 11. Ku ss< -1 / personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)4s/are subscribed to the within instrument and acknowledged to me that hel"e/they executed the same in Isis/her/their authorized capacity(ies), and that by-his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my h d and official seal. ' Signatu Seal: JAMES IAMAJ K1NSO COMM.41377185 � NOTARY PUBLIC •CALIFORNIA BUf TE,COl�tTY A.P. # My Comm. Expires Sept 28.2006 a�FlaasZ � l��S P lS AUDI 1AMAj 23?IAL c ?s1'iMii i4eMOO r- 'fTvt.J FLAN REVIEW RESPONSE FORM Ir"Order to expedite the review of your plans, please complete the'folloNving information and return this form «ith your re -submittal. I; r dlis form is not complete, as to all correction items, we will not be able to accept your re -submittal for revic%v. There must be a valir. . response to every .item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yon; response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY bF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: P�Jff� ASSESSORS PARCEL NUMBER PERMIT NUMBER -/30� RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY:. LOCATION ON PLANS/CALCS.. A+O,V S C_�CTC COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/ v OMMENTS: I • COMMENTS: e OQ ZE PLAN CH CK ITEM # RESPONSE BY: ��- RESPONSE BY: LOCATION ON PLANS/CALCS: OMMENTS: I • PLAN CHECK ITEM # ��. RESPONSE BY: ��- LOCATION ON PLANS/CALCS: COMMENTS: FP ILA IJ CHECK ITEM # > Si,Cvc7-vA L RESPONSE BY: \J 1vLj (vRs L L_ LOCATION ON PLANS/CALCS: I • CIL RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK REM 0. // RESPONSE BY: m COW41 iTs: PLAN ECK REM N RESPONSE BY: COMMENTS: PLAN ECK REM N COMMENTS::j� S �� t PLAN C CK REM N : COMMENTS: �, C PLAN CHECK EM .#. COMMEN : 4 -- RESPONSE BY: RESPONSE BY: - j /M LOCATION ON PLANS C �S• LOCATION WON LOCATION ON PLANS;CALCS: LOCATION ON PLANS/CALCS: RESPONSE RESPONSE BY: LOCATION ON PLANS/CALCS: ■ PLAN CHECK M 7 . r7iJll LOCATION ON PLANS;CALCS: COMMENTS: Ali G rU�E/G fI� oaf 13 • 7z� @ PPP F- P�kjM ING p n> cgtL Fn 7b S�i.ld BL�x'JV.it� .g35S �i %A ��"'` !✓�(r/C<1 �/des-1D?•C�UwfiZ SA��� , PLAN CHECK REM N COMMENTS: RESPONSE BY: LOCATION ON PLANS;CALCS: COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: / /// 1 p T )�).�Sf'� ASSESSOR PARCEL NUMBER () / ��Q �)%T ►J Proposed Building Use: N S t' Counter Technician: Date: required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed,�y the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Z'4. Engineered truss details and layouts in duplicate. No faxes! 12"5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ -i 1. Detached Accessory Building Form filled out by the owner.......................I ............. azardous Material Form..........................................................................esm. ` ther t- Remaining items needed to issue the permit. (May require additional plan review upon receipt of the owiin ees as shown on the attached Schedule of Fees Due Sheet..... \ Statement of Intent for Non -heated and A/C Buildings................................... anitation and plot plan approval from the Environmental Health De art ent in ()l�U t City of Chico Plumbing permit .......................................... (n . 8. California Department of Forestry plan approval (aid. Sent by. W ((/J ..................... ❑ 19. Planning approval for (A) Use:011<� (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 10021. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... er of Signature authorization.................................................................... ecorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.14. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other--- When therWhen issued Te and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: f��%j�� o✓ Date: , 'S '03 1. Index permit application f654e above iterrks.nymber 1d.✓ C6c irsh 3 Ian Check Letter 2. Additional items require Contractor, designe, ow )was advised cft e above one, ❑ mail, ❑ counter, by Date: _ Contractor, designer as advised of the abo e dat by Lphone, mail, ❑ coun r by Date: Plans reviewed by: Date: D Plans approved by: Date: p' Structural reviewed by: Date: 0 Structural approved by: � Date: Note transfer by: _ Date: ell w: uildine Division E .-USA ONLY Plot Plan Artachod Floor Plan Attachad Sent two S.D. TO: Building Department A/ FROM: Environmental H ealth SUMECT, Sanitation Clearance Re,4 UILI .,2.4W- 7- 073*, -/,/&P -'Q 36 - Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well 1 '1' Clearance for — dwelling. Other t, Hold final for: Final clearance O.K. for: NOTE: Environmental HeafiVSpecialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER P D BUILDING USE X DING PERMIT FEES -- alance Due ..................... $ -- Additional Fees Due........... *(paid Revised Plan Checking Fee....CHOOL DISTRICT FEES at School District Office) (form available after Plan Check) SHERIFF FEES (paid at Building Division) � esidential............ X $360.00 =$ 3(VO , Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. A.P. # " V -6 DATE,_- — ,5— 6,:3 RECEIPT # DATE C. 9�—�L.o 393 Elegy;;, �3 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION.# $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT c� COY 1-!V7 DATE S--,§--6.3 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) ._ . -•�• �'ti•`�.--�.r•. -.-"-rte... _....•Y,. �� �. .rrr.. .. ......�., _ate.., M.+.- ��.a ,u .ry,�'•* ti.r �.."..n.,v«r.. .. . ter. �-•. .. ,t- }-: *.rro=�,nsw+-.c. ... BUTTE.COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District •6 r O U "1 1-f iff t cA —A Building Department No. i. I � A.P. Number 73 Ito 034 Jurisdiction: E City ©County fV Property owner M , + CA, PLA Property Location/Address 3 —i Z 11 S 5 P I hI 14. L4 L �X Subdivision Residential DevelopmentEf No of Living Mobile Home Units Installation Commercial/Industrial, _ ~0 New Addition Building Department tiw Lot No. '\ ................................................................... I -Sq. Footage Addition/ *Supplemental to Conversion Permit # '(No foundation inspection) ..................................................................................................................." (Floor Plans reviewed by School District ,., Sq. Footage -4:5"5C> (Group R) (Including Exterior Roofed Areas) /o -7—a3 Date District Identification No. r ION JAl . ti l.Q_I/Y► School District certifies that 1 tti (Applicant) (Street Address) (Phone Numbed (City) (State) (Zip Code) / rhas complied with the requirements of Resolution No. r _� o by payment of $ %"k.. representing „2 �j S n square feet. AB 2926 $ FULL MITIGATION $ • r School District Paid by Check # Remarks: ") ?, 1 ► C, n Date Notice: You may protest the imposiiion of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the impositiorrof thi.fees in any court action. If, subsequent to the School District' Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As (10/98)dmm AGRICULTURAL AFFIDAVIT EMPLOYER/EMPLOYEE Please read the following carefully before signing: Section 24-305.020 Agriculture Employer/ Employee (Applicable only in zones A-5, A-10, A-15, A-20, A-40 and A-160) An individual who verified, by personal affidavit and by affidavit of his employer, that he is, or will be, employed at least thirty-two (32) hours per week for at least sixteen (16) weeks.per year, or that his primary source of annual income is, or is anticipated to be, derived from any of the following described occupations: (a) The preparation, care and treatment of farm land, pipelines or ditches, including leveling for agriculture .purposes, plowing, discing and fertilizing the soil; (b) The sowing and planting of any agricultural or horticultural commodity; (c) The care of any agricultural or horticultural commodity. As used in this subdivision, "care" includes, but is not limited to, cultivation, irrigation, weed control, thinning, heating, pruning or tieing, fumigating, spraying and dusting; (d) The harvesting of any agricultural or horticultural commodity. including, but not limited to, picking, cutting, threshing, field packing and placing in field containers or in the vehicle in which the commodity will be hauled on the farrp or to the place of first processing; (e) The assembly and storage of any agricultural or-, horticultural commodity including but not limited to, loading, roadsiding, banking, stacking, binning and piling; (f) The raising, feeding and management of livestock, fur -bearing animals, bees, fish, frogs and other aquatic animals, including but not limited to, herding, housing, hatching, milking, shearing, handling eggs and extracting honey; (g) The operation, conservation, improvement or maintenance of such farm and its tools and equipment. This affidavit is valid only for the named employee. Any change of employee requires a new affidavit to be filed. Employer tax records may be requested as proof of employment status. Signed: '; ,19 D,Q Dated: — _ o Employer u 1 Employer's Address Name of Property Owner Property Owner's Address AGRICULTURAL AFFIDAVIT EMPLOYER rt Owner's Assessor's Parcel Number O 73 --110 -M ( Parcel Size Ac. do declare, subject to the penalty of perjury, that I am the employer of �L&yl-m ,W el/ address (present) Y7a Y -1 - and that I will be employer under Section 24-305.020 Q e for at least thirty-two (32) hours per (a) to ) week for at least sixteen (16) weeks per year on AP# 73-116 -03 � e Signed: 0, Dated: 8 — V— C73 *************************************************************************************** Environmental Health Approval: Permit. Description and Number Datelssued_ 6 Planning Approval: Date ,Ay6:ra3 ZoneDwellingonAP# 1)i3- ."tel Crop/Commodity Produced rz Employer u 1 Employer's Address Name of Property Owner Property Owner's Address AGRICULTURAL AFFIDAVIT EMPLOYER rt Owner's Assessor's Parcel Number O 73 --110 -M ( Parcel Size Ac. do declare, subject to the penalty of perjury, that I am the employer of �L&yl-m ,W el/ address (present) Y7a Y -1 - and that I will be employer under Section 24-305.020 Q e for at least thirty-two (32) hours per (a) to ) week for at least sixteen (16) weeks per year on AP# 73-116 -03 � e Signed: 0, Dated: 8 — V— C73 *************************************************************************************** Environmental Health Approval: Permit. Description and Number Datelssued_ 6 Planning Approval: Date ,Ay6:ra3 ZoneDwellingonAP# 1)i3- ."tel Crop/Commodity Produced AGRICULTURAL AFFIDAVIT EMPLOYEE Employee ��. r�s,�P Phone (5,305V 90 �1 Employee's Address (Present) Y7a' &Cisarl . awk C�.091�(p Name of Property Owner C - Property Owner's Address F7(0 ?-t Rd . na)vi/C9 , �� _ ffS Owner's Assessor's Parcel Number 075-0-63L Parcel Size &0 Ac. do declare, subject to the penalty of perjury, that I am the employee of address (present) and that I will be employee under Section 24-305.020 _ Q for at least thirty-two (32) hours per . (a) to ( ) week for at least sixteen (16) weeks per year on AP# 073-//o.0is� / e Signed:_J'c�-�, Dated: g=- `/ 6,3 *************************************************************************************** Environmental Health Approval: Permit Description and Number Datelssued kr, X k(3 Planning Approval: Date % Aa, 0,3 Zone A- S Dwelling on AP# CP73-1P- 0-X- 1= Crop/Commodity Produced G4rT`crc 'rA, CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of 444, ss. On A VA.54 y, 9003 , before me,,�Gmcs 40far kiAper-, A)ofo�/ PubIt c - Da / /� Name and Title of Officer (e.g., "Jane Doe, N ary Public") personally appeared 15_ ALa vc/ /Yu,�6al Name(s) of Signer(s) JAMES IAMAR KINSER 04 COMM.#1377185 NOTARY KWC - MFOIM BUTTE COUMY @.My Comm. Uplies Sept 28, 2006 ❑ personally known to me Cid proved to me on the basis of satisfactory evidence to be the person() whose name(s) is/afe subscribed to the within instrument and acknowledged to me that he/s4eAW)y executed ;the same in hisA;wt/t4e+r authorized capacity(ies), and that by hisgierAbair signature(s)) on the instrument the person*, or the entity upon behalf of which the person(&) acted, executed the instrument. WITN S my hand and official seal. Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Title or Type of Document: _ Document Date: '9'- LI -0 3 Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact 0 Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Top of thumb here �t 01999 National Notary Association - 9350 De Soto Ave., P.O. Box 2402 - Chatsworth, CA 91313-2402 - www.nationalnotary.org Prod. No. 5907 Reorder. Call Toll -Free 1.600.876-6827 BUILD:r� DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965— TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO Agricultural building is defined as follows: Agricultural building is a structure de Igned and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSE25qP RCEPPO , a ZONING OWNER0. YJ eJ PHO E _ ner OWNER' A FESS4 A� ek _/ Ct nI1 e V �s LOCATIO. OF BUILDIN USE OF B DING SIZE OF STRUCTURE V �j 0 ' X �� SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL X CONCRETE OTHER (Specify) TYPE OF SIDING '/V ROOF COVE G FLOOR TSE c C_ e ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: N FRONT I SIDES ' REAR J AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date 5 c J " 9 Permit Fee - $60.00 Receipt No. Signature of Owners The above described AG Building is exemDt from a buildina permit FLOOD PAR L P r . ROO ✓Fi GG I ISSU Manager Building Division 19'1 By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant COUNTYOF BUTTE - DEPARTMENTOE,DLOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNERCla n S' � ` 1 P.14 o. % ~_// r 03 Proposed Building Use Building Inspector Date L At timeof per it application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. 2. Plot plans, 3/4 sets, signed by preparer of plans. 3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome data and manufacturer's installation instructions, 2 sets. 10. Fees of $ 11. Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval/fees. 13. Flood elevation letter (100 year flood) by California Engineer. 14. Sanitation and plot plan approval Health Department. 15. City of Chico plumbing permit. 16. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. 19. Driveway permit (construction approval required prior to occupancy). 20. Pre -inspection for required. 21. Contractor's license information. (No., Name Style, Classification). 22. Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner , Mail to owner �. 24. Recorded copy of Agricultural Acknowledgement Statement. 25. Letter of signature authorization. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. 27. Letter of intent on building use. 28. Mobilehome utility clearance. 29. Documentation of legal access. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. 31. Existing violations/expired permits. 32. Plan check list. 33. 34. When you issue the permit, process as follows: Telephone and hold for Other Mail to owner at Applicant Mail to contractor. _ office. Deliver with inspector. Date EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation 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. FEE REFUNDS Refunds can only be made upon writtten request by the person who paid the fee. The request must be made within one year from the date of fee payment on permits not issued, and one yearfrom the date of permit issuancefor permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant ~- COUNTYOF BUTTE - DEPARTMENTOF,DELOPMENTSERVICES- BUILDING DIVISION -1.4. I 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 - r PERMIT APPLICATION DATA SHEET OWNER r 0 Proposed Building Use Building Inspector Date ►C3 At time of per it application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . ................... 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule. .................:............ 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ... . Pre -Inspection request 20. Pre -inspection for required. . to Building Inspector. (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60, right of way to a public road. .... . 27. Letter of intent on building use. ........... ;11� ...................... :....... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ................ 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 ' Job Number 103-16-06 May 12, 2003 Client Name Russel/Cash Colby APN 876 Black Bart Road Analysis 2001 CBC Dead Loads Live Loads Roof Metal Roof 1.0 5/8" plywood 2:0 16 psf 491 S Trusses 4.0 Insulat. 1.0 '/2" Gyp. Bd. ' 2.5 11 psf Wall Stucco 10.0 Plywood 1.3 Framing 1.5 '/2" Gyp bd 2.5 Insulat. 1.0 17 psf. Floor Plywood 3.0 Framing 3.0 Insulation 1.0 8 psf.. 40 psf Wind Loads P = Ce Cq q I where Exposure B ; Ce = 0.62 @ 15 feet Cq =0.3 in / 0.9 out windward roof q = 14.5 psf @ 75mph . 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic Loads V=2.5Cal W/IAR Ca=0.36,1=1,R=.5.5/'4.5 Soil Bearing O3 -13 c;, I _ 1500 pounds per square foot 'BUTTE COUNTY QROF � Friction = 0.35 BUILDINGDIVISION Lateral Bearing = 250 psf / ft. APPROVED W o64 i I `iceL C 11 nom, L 4Qr S� 4q.6 Al 2.3L� % 631g(,+ I % �00 U- C-2 LCzla��rt OZ �3-- 23Lk (,,o3 hL a- L(- {4 2 2 (, - - G DC � � C'S� V C ►QCs � s 2;G 2.3Sr t} LK X03 o A- 3 484 LL. 5-2 Zoe U-. CA) VIG RAAl 3 Cq) ?(- 2q'S(D -- -741 4- 2.910 NK 2- S'b30 z 205-2 a- 5`t'l'1 I 7!' YZ 2.a 4— f e/�G tz-;T �— R2 = 45?2 cCc 7 U�- 2 71 t ZRc� 3 2 7G5 -i- 2 22•7 N 40-0 �v 270 = 1.7 X )ob t ' MICHAEL MOONEY CIVIL ENGINEER 'RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 05/25/03 TIMBER JOIST & RAFTER DESIGN ry 1 DESIGN DATA 3 Timber Section 6X8 6X8 De th 6X12 in . ....Width 11.50 in Le; Unsupp 5.50 ft . Fb- Allow 2.00 psi :. Fv- Allow 2.00 ppsi Elastic Mod. 900.00 ksi Load Duration Factor 85.00 Stress Ratio 85.00 ->> 1600.00 CENTER SPAN 1600.00 Span Length. 1.15 ft Point DL 0.59 # ; LL 0.86 # X -Dist -OK- ft Point DL 4.00 # ; LL 603.00 # X -Dist 572.00 ft Point DL 1760.00 1667.00 LL 0.75 .1.00 X -Dist 603.00 ft Point DL 572.00 # LL 1760.00 # X -Dist 2.75 ft 4.00 RESULTS 0.00 Mmax @ Cntr 572.00 k -in X -Dist 1760.00 ft 0.00 REACTIONS 5.00 Left: Dead Load # Live Load # . Right: Dead Load # Live Load # . 8.00 STRESSES 31.00. Fb.. Allow 107.47 psi Fb.. Actual 3.00 psi Fv.. Allow 678.38 psi . Fv.. Actual 2349.60 psi . 2112.00 DEFLECTIONS 401.00 Center... Dead Load in ; 1170.40 X -Dist ft 2500.50 DL Ratio -OK-. -OK- Live Load in 1035.0 X -Dist ft 608.9 LL Ratio 374.2 Total Defl in 97.75 X -Dist ft 57.14 Ratio 67.25 1 2 3 4- 6X8 6X8 6X12 6X12 7.50 7.50 11.50 11.50 5.50 5.50 5.50 5.50. 2.00 2.00 2.00 2.00 900.00 900.00 900.00 900.00 85.00 85.00 85.00 85.00 1600.00 1600.00 1600.00 1600.00 1.15 1.15 1.15 1.15 0.59 0.99 0.69 0.86 -OK- -OK- -OK- -OK- 4.00 4.00 5.00 8.00 603.00 603.00 603.00 572.00 1760.00 1760.00 1760.00 1667.00 0.33 0.75 .1.00 2.00 603.00 603.00 603.00 572.00 1760.00 1760.00 1760.00 1661.00 2.33 ' 2.75 3.00 4.00 0.00 0.00 603.00 572.00 0.00 0.00 1760.00 1667.00 0.00 0.00 5.00 6.00 0.00 0.00 0.00 572.00 0.00 0.00 0.00 1667.00 0.00 0.00 0.00 8.00 31.40 31.00. 45.37 107.47 2.32 2.75 3.00 4.00 805.00 678.38 723.60 858.00 2349.60 1980.00 2112.00 2500.56 401.00 527.63 482.40 858.00 1170.40 1540.00 1408.00 2500.50 -OK- -OK-. -OK- -OK-. 1035.0 1035.0 1035.0 1035.0 608.9 601.3 374.2 886.5 97.75 97.75 97.75 97.75 57.14 96.67 67.25 79.65 -0.005 -0.006 -0.004 -0.022 2.03 2.03 2.47 4.00. 8856 7908 16311 4276. -0.016 -0.018 -0.011 -0.065 2.03 2.03 2.47 4.00 3034 2709 5588 1467 -0.021 -0.024 4.014 -0.088 2.03 2.03 = 2.47 4.00 2260 2018 4162 1092 Page: 5 V4.4C1 (c) 1983-96 ENERCALC - MICHAEL MOONEY, KW -0601576 13 . MIICHAEL .MOONEY CIVIL ENGINEER INCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 ENERAL TIMBER BEAM DESIGN 7X (� SSC �,o Point Load: DL = 2052.0 # LL = 5977.0 # at 0.00 ft Point Load: DL = 2052.0 # LL = 5977.0 # at 4.58 ft Point Load: DL = 749.0 # LL = 2180.0 # at 6.00 ft Point Load: DL = 749.0 # LL = 2180.0 # at 8.00 ft Point Load: DL = 749.0 # LL = 2180.0 # at 10.00 ft Point Load: DL = 2052.0 # LL = 5977.0 # at 11.42 ft Point Load: DL = 2052.0 # LL = 5977.0 # at 16.00 ft Point Load: DL = 749.0 # LL =2180.0 # at 18.00 ft USING 7.000 x 18.000 Beam, Bending = 86.100, BEAM DATA Timber Section -------- Max. Neg Mom @ 18.00 ft End Fixity Beam Width = 7.000 in Elastic Modulus = Beam Depth = 18.00 in Beam Density = Lamination Thickness = 0.00 in . Load Duration Factor = Fb - Bending = 2900 psi Beam Wt. is Added to Loads Fv - Shear = 285 psi End Shear Calc'd at Support Fc - Bearing = 650 psi APPLIED LOADS Point Load: DL = 2052.0 # LL = 5977.0 # at 0.00 ft Point Load: DL = 2052.0 # LL = 5977.0 # at 4.58 ft Point Load: DL = 749.0 # LL = 2180.0 # at 6.00 ft Point Load: DL = 749.0 # LL = 2180.0 # at 8.00 ft Point Load: DL = 749.0 # LL = 2180.0 # at 10.00 ft Point Load: DL = 2052.0 # LL = 5977.0 # at 11.42 ft Point Load: DL = 2052.0 # LL = 5977.0 # at 16.00 ft Point Load: DL = 749.0 # LL =2180.0 # at 18.00 ft USING 7.000 x 18.000 Beam, Bending = 86.100, Max..Pos Mom @ 10.01 ft = 87.07 k -ft Max. Neg Mom @ 18.00 ft = 0.00 k -ft Max @ Left = 0.00 k -ft Max @ Right = 0.00 k -ft Max. Allow Moment = 100.42 k -ft fb : Max. Actual = 2764.0 psi Fb : Allowable = 3188.1 psi Ck = .811(E/Fb)".5 Cs = (LeD/B"2)".5 Cv per UBC 2312.4.5 &C.s . - S/rl 0, S(l.0 = 19.86 = 4.94 0.96 SUMMARY Shear = 61.030 Date: 05/25/03 Page: (p Shear: Max. @ Left = SPAN DATA k Pin:Pin Center Span = 18.00 ft 2000000 psi Left Cantilever = 0.00 ft 35.0 pcf Right Cantilever = 0.00 ft 1.15 UNBRACED LRIGTHS k Area Req'd = Le : Center Span = 2.00 ft fv : Max. Actual = Le : Left Cant. = 0.00 ft Fv : Allowable = Le : Right Cant. = 0.00 ft Shear: Max. @ Left = 14.97 k ....used for dsgn = 22.46 k ....Area Reg'd = 68.51 int Max. @ Right = 18.45 'k ....used for dsgn = 27.68 k Area Req'd = 84.46 int fv : Max. Actual = 219.70 psi Fv : Allowable = 327.8 psi Bearing Req'd @ Left = 5.05 in Bearing Req'd @ Right = 4.70 in 2300u -'�`; 49.S%" W,t 6a S,01 IS 1N O&C (o 1«U 10 q -r o.) 9a.- Gz-,n IJb f71-- 4,Z" A Ura- CQ ) 0- V L r V4.4C1 (c) 1983-96 ENERCALC Reactions... DL Maximum Left = 6.08 k 23.00 k Right = 5.67 k 21.38 k Deflections... Center = -0.20 in -0.74 in ....Dist = 9.00 ft 9.000 ft ...L/Defl = 1093 291 Left = 0.00 in 0.000 in ...L/Defl = 0 0 . Right = 0.00 in 0.000 in ...L/Defl = 0 0 87.07 Mmax- 87.07ft-ke 10.01 ft -0.00 Mmi. a -0.00 ft -k V 18.00 ft 14.97 Ymax - 14.97 klpa a 0.00 ft Vmin--18.45 kips 18.00 f1 Y INIL6m-- -18.45 Dmax - 0.00 in O, 0.00 ft Dmin - -0.741.0 9.00 ft 0.00 -0.74 ft 1 I 1 1 1 0.0 3.0 6.0 9.0 12.0 15.0 18.0 MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE _ OROVILLE, CA. 95966 530-533-2131 TIMBER JOIST & RAFTER DESIGN DESIGN DATA 1 - Timber Section 6X12 ....Depth in . 11.50 ..Width in . 5.50 lie: Unsupp ft : 2.00 Fb- Allow psi : 900.00 Fv- Allow ppsi : 95.00 Elastic Mod. ksi ; 1600.00 Load Duration Factor. 1.15 Stress Ratio ->> : 0.73 CENTER SPAN -OK- Span Length ft : 6.00 Point DL # : 572.00 LL # : 1667.00 X -Dist ft : 1.00 Point DL # : 572.00 LL # : 1667.00 X -Dist ft : 3.00 Point DL # ; 572.00 LL # : 1667.00 X -Dist ft : 5.00 RESULTS Mmax @ Cntr k -in : 67.17 X -Dist ft : 3.00 REACTIONS Left: Dead Load # : 858.00 Live Load # : 2500.50 Right: Dead Load # : 858.00 Live Load # : 2500.50 STRESSES -OK- Fb.. Allow psi : 1035.0 Fb.. Actual psi : 554.1 Fv.. Allow psi : 109.25 Fv.. Actual psi : 79.65 DEFLECTIONS Center... Dead Load in : -0.008 X -Dist ft : 3.00 DL Ratio 9198 Live Load in : -0.023 X -Dist ft : 3.00 LL Ratio 3156 Total Defl in : -0.031 X -Dist ft : 3.00 Ratio 2350 V4.4C1 (c) 1983-96 ENERCALC Date: 05/25/03 I Page: / MICHAEL MOONEY, KW -0601576 wt 15,3' IL�c C2z) &-c 'a Ca kg�- 'FL� GS2 ILK ia2LOL+ (o LL. ��tf:- DC7 2.c.)€. t'T r'1,00ft I,y GJx'.CA {-11�2�•��2�4��2 11416�I V.OL4-3�5� MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 - 530-533-2131 GENERAL TIMBER BEAM DESIGN Date: 05/26/03 Page: "DU SPAN DATA BEAM DATA Timber Section -------- 15.30 ft End Fixity Beam Width = 5.250 in. Blastic Modulus = Beam Depth = 11.88 in Beam Density = Lamination Thickness = 0.00 in . Load Duration Factor = Fb - Bending = 2900 psi Beam Wt. is Added to Loads Fd - Shear = 290 psi End Shear Calcid at Support Fc - Bearing = 650 psi fv : Max. Actual Date: 05/26/03 Page: "DU APPLIED LOADS Uniform Load @ Right Cantilever: DL = 100.0 plf LL = 332.0 plf Trapezoidal Load: DL: 114.Oplf @ lft, 114.Oplf @ rt LL: 380.Oplf @ lft, 380.Oplf @ rt from 0.00 ft to 12.70 ft Trapezoidal Load: DL: 100.Oplf @ lft, 100.Oplf @ rt LL: 332.Oplf @ lft, 332.Oplf @ rt from 12.70 ft to 15.30 ft SUMMARY USING 5.250 x 11.875 Beam, SPAN DATA Shear = 32.14°% Pin:Pin Center Span = 15.30 ft 2000000 psi Left Cantilever = 0.00 ft 35.0 pcf Right Cantilever = 1.40 ft 1.00 UNBRACED LENGTBS ....Area Reg'd' Max @Right Le : Center Span = 2.00 ft Max. @ Right Le : Left Cant. = 0.00 ft k -ft Le : Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Right Cantilever: DL = 100.0 plf LL = 332.0 plf Trapezoidal Load: DL: 114.Oplf @ lft, 114.Oplf @ rt LL: 380.Oplf @ lft, 380.Oplf @ rt from 0.00 ft to 12.70 ft Trapezoidal Load: DL: 100.Oplf @ lft, 100.Oplf @ rt LL: 332.Oplf @ lft, 332.Oplf @ rt from 12.70 ft to 15.30 ft SUMMARY USING 5.250 x 11.875 Beam, Bending = 49.420, Shear = 32.14°% Max. POS Mom @ 7.62 ft = 14.74 k -ft Shear: Max. @ Left Max. Neg Mom @ 15.30 ft = -0.11 k -ft ....used for dsgn Max @ Left = 0.00 k -ft ....Area Reg'd' Max @Right = -0.44 k -ft Max. @ Right Max. Allow Moment = 29.82 k -ft ....used for dsgn fb : Max. Actual = 1433.3 psi ..Area Req'd Fb : Allowable = 2900.0 psi fv : Max. Actual Fv : Allowable Ck = .811 (B/Fb) ^. 5 = 21.30- Cs = (LeD/B"2)".5 = 4.67 . Bearing Req'd @ Left Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right fl V4.4C1 (c) 1983-96 ENERCALC 3.87 k Reactions... DL Maximum 5.81 k Left = 0.98 k 3.87 k 20.04 int Right = 1.12 k 4.40 k = 3.78 k 5.66 k Deflections... 19.53 in2 Center = -0.11 in -0.42 in 93.21 psi ....Dist = 7.62 ft 7.617 ft 290.0 psi ...L/Defl = 1133 434 Left = 0.00 in 0.000 in 1.14 in ...L/Defl = 0 0 1.29 in Right = 0.03 in 0.118 in ...L/Defl = 1156 286 14.58 MMOX - 14.58ft-k ® 7.S5 It M.I. - -0.44 ft -k o 15.30 It -0'44 1A 3.85 V-..- 3.85 kip. P 0.00 ft Vmin- -3.78 kip. 4- 15.30 It V -3.76 Dm.z - 0.11 1. 4- 16.63 It Dmin - -0.42 in 4- 7.62 It D 0.42 ft L 44 0.0 2.7 5.5 8.4 11.2 Ig.O 16.7 MICHAEL MOONEY CIVIL ENGINEER. : ;RCE'20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 TIMBER JOIST & RAFTER DESIGN Date: 05/26/03 DESIGN DATA 1 2 3 - Timber Section --- --- --- ....Depth in . 14.00 14.00 16.00 ..Width in : 5.25 5.25 5.25 Le: Unsupp ft : 2.00 2.00 2.00 Fb- Allow psi : 2900.00 2900.00 2900.00 Fv- Allow ppsi : 290.00 290.00 290.00 Elastic Mod. ksi : 2000.00 2000.00 2000.00 Load Duration Factor 1.00 1.00 1.00 Stress Ratio ->> : 0.65 0.65 0.79 CENTER SPAN -OK- -OK- -OK- Span Length ft : 16.00 16.00 20.00 Uniform DL plf : 192.00 192.00 192.00 LL plf : 640.00 640.00 640.00 RESULTS Mmax @ Cntr k -in : 319.49 319.49 499.20 X -Dist ft : 8.00. 8.00 10.00 REACTIONS Left: Dead Load # : 1536.00 1536.00 1920.00 Live Load # : 5120.00 5120.00 6400.00 Right: Dead Load # : 1536.00 1536.00 1920.00 Live Load # : 5120.00 5120.00 6400.00 STRESSES -OK- -OK- -OK- Fb.. Allow psi : 2850.8 2850.8 2808.8 Fb.. Actual psi : 1862.9 1862.9 2228.6 Fv.. Allow psi : 290.00 290.00 290.00 Fv.. Actual psi : 115.91 115.91 128.76 DEFLECTIONS Center... Dead.Load in : -0.118 -0.118 -0.193 X -Dist ft : 8.00 8.00 10.00 DL Ratio 1628 1628 1245 Live Load in : -0.393 -0.393 -0.643 X -Dist ft 8.00 8.00 10.00 LL Ratio .: 489 489 373 Total Defl in : -0.511 -0.511 -0.836 X -Dist ft : 8.00 8.00 10.00 Ratio 376 376 287 .II �y �(o�o1C2 •a ll6sy 1331 ti.�s �csr GAG of !�(d�uc. � CdG�.ti�N 3/2 7(-y � V4.4C1 (c) 1983-96 ENERCALC h.2 12.G)R PZ LL:33K 13b5 1'IfL 5-3a 6q- &AL of au. N Page: f O MICHAEL MOONEY, KW -0601576 �c.Yl 0 N 2 3CLnL ill 5 LkML OL 12 lh IV ten- m.. ILI 8 L(,2 DL 546 CC 5 a 2w (x lu LL r7 k L /per 2 6b u MICHAEL MOONEY CIVIL ENGINEER '.RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN C/4 H = 9' 6" WALL & FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width = Heel Width = Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. _ . SLIDING CHECK - Ftg/Soil Friction = Soil to Neglect = Lateral Pressure = Passive Pressure = Friction = Add' 1 Force Required = SUMMARY 9.50 ft 0.50 ft 3.00 ft 4.00 ft 7.00 ft 18.00 in 0.00 in 0.00 in 0.00 ft 0.35 0.00 in 1795 # 452 # 2478 # 0.0 # Date: 05/26/03 Page: �. Z VERTICAL LOADS , LATERAL LOADS Soil Press. Must. FQLToV$C, Axxia_rL_ on Stem = 872 plf Lateral Load Acting on = Pressure @ Heel = Allowable Anal D n Stam = 1591 PH Stem Above Soil = 0.00 psf ....Eccentricity = 0.00 in Add'1 Lateral Load = 0.00 pplf Surcharge over Toe = 50.0 psf Dist to Load Start = 0.00 Pt Surcharge over Heel = 0.0 psf Dist to Load End = 0.00 ft Note: Toe Surcharge Resists Overturning Under Heel �. Max. Shear @ Toe = 16.12 SOIL DATA z ADJACENT FOOTING Allowable Bearing = 1500 psf Vertical Load = Active Lateral = 30.0 pcf Load Eccentricity = .....Max Press. = 0.0 pcf Footing Width = ...Slope Press. = 0.0 pcf Ftg. CL to Wall = Backfill Slope - Vert. Position of Ftg. Passive Press. I %Q 0 0 cf Above/Below: [+/-] Soil Density�S Pc Spread Footing ? Soil Ht over Toe 0 in S O t V FOOTING DESIGN Pressure @ Toe = 1375.1'psf• Soil Press. Must. FQLToV$C, Heel f'c = Pressure @ Heel = Allowable 1102.4 psf • By ACI Eq 9-1 =x/1.604 sf -r9 FY _ Press. = 1500 psf Mu -Upward = =9261 t # Min. As Percent = Ecc. of resultant = 1.54 in Mu -Downward = 1733 9878 ft-# Omit SP Under Heel �. Max. Shear @ Toe = 16.12 psi Mu -Design = 7016 -617 ft-# Toe Heel Max. Shear @ Heel = -1.27 psi One -Way Shear: # 4 @ 9.85 9.22 in o/c Allow. Ftg Shear = 85.00 psi Actual = 16.1 1.3 psi # 5 @ 15.27 14.29 in o/c Factors of Safety: Allowable = 85.0 85.0 psi # 6 @ 21.67 20.28 in o/c Overturning = 4.61 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 29,56 27.65 in o/c Sliding = 1.63 :1 'd' _ :14.50 15.50 in # 8 @ 38.92 36.41 in o/c Ru.= Mu/bd'2 = 37.1 2.9 psi # 9 @ 48.00 46.08 in o/c SUMMARY OF FORCES & MOMEfTfS Overturning Moments Resisting Moments Origin of Force... # ft ft-# # ft ft-# Active Soil Press. _ 1815.0 3.67 6655.0 0 0 0 Soil over Heel = 0 0 0 3483.3 5.33 18577.8 Soil over Toe = -33.8 0.50 -16.9 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00. 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 0.0 0.00 0.0 Surcharge over Toe = -20.5 0.75 -15.3 150.0 1.50 225.0 Axial Load on Wall = 0 0 0 872.0 3.33 2906.7 Load @ Proj . Wall = 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 1000.0 3.33 3333.3 Added Lateral Load = 0.0 0.00 0.0 0 0 0 Footing Weight = 0 0 0 1575.0 3.50 5512.5 Key Weight = 0 0. '0 0.0 0.00 0.0 Vertical Component of Active Pressure = 0 0 0 0.0 0.00 0.0 Totals = 1760.8 # 6622.8 ft-# 7080.3 # 30555.2 ft-# Resisting Totals Used For Soil Pressure 7080.3 # 30555.2 ft-# (Vert. Component of Active Pressure Removed) V4.4C1 (c) 1983-96 ENERCALC 0 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 NO (continued on next page.... MICHAEL MOONEY, KW • MICHAEL MOONEY CIVIL ENGINEER -RCE 20647 EXPIRES 9=30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 05/26/03 Page: CANTILEVERED RETAINING WALL DESIGN C/4 H=9' 6" (.....continued) STHM SUh@fARY Top Stem: From 7.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Bmbed= 12.0in Mu = 132.8 <= Mn = 2379.2ft-# Vu = 2.49 <= Vn = 85.00psi Interaction Value = 0.056 Second Stem From S.00ft to 7.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 25UO.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Bmbed= 12.Oin Mu = 774.6 <= Mn = 2379.2ft-# Vu = 9.22 <= Vn = 85.00psi Interaction Value = 0.326 Third Stem From 3.00ft to S.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4:OOin f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Aed= 14.7in Mu = 2334.3 <= Mn = 2379.2ft-#. Vu = 20.20 <= Vn = 85.00psi Interaction Value = 0.981 Fourth Stem From 2.90ft to 3.00ft 8.00in Concrete w/ # 6 @ 12.00in, d= 5:63in f'c= 2500.Opsi, Fy= 40000;0ppsi Wall Wt.= 100.00psf, Bar Bmbed= 12.Oin Mu = 2443.7 <= Mn = 6968.1ft-# Vu = 14.20 <= Vn = 85.00psi Interaction Value = 0.351 Bottom Stem From O.00ft to 2.90ft 8.00in Concrete w/ # 6 @ 11.00in, d= 5.63in f'c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.11n Mu = 7287.7 <= Mn = 7556.3ft-# Vu = 30.81 <= Vn = 85.00psi Interaction Value = 0.964 V4.4C1 (c) 1983-96 RHRCALC 8' CONC. 5 & 18" Vert & CL IS ,, 18 " Hori z 8- CONC. ° 5 e18" Ver Is o 18 " Horiz 8" CONC. A 5 @, 18" Ver I50118"Horiz HEEL TOEI r- o- MICHAE M60HBY, KW -0601576 m VERTICAL STEEL #5."S AT 18" OC. CENTERED Cc = 2500 PSI AT 28 DAYS GRADE 40 REBAR MINIMUM REBAR LAP 18" (1 #6 DOWELS AT OC PLACED AT EDGE' 43" PROVIDE DRAINAGE TO DAYLIGHT 2" CLR SLAB (7) #5'S CONTINUOUS 3" CLR U :9 SLAB COMPACT BACKFILL HORIZONTAL - STEEL #5"S AT -Ir OC. 36" 3" U #5'S AT 14" OC. II A,+..103-95LS — cf�- 2nsc, . r �� l..Lc�v� �i►,.c.� 2�cL � LCoy6� 2 l2 .� f � . P� 0 is � 3 d Z ss 2 7'.Css (1 -7 -t- ga I LL 16.�i,c Ey.�,ci z /u/2 = ID. 414, l% �ZZ' = Asa PS <'--12 x Cw\ x �-t. , e- I/ -F K (f, t.c5� k x t x 1.3 . b,8 x ►.4�t�� � 2�,��Z� l 433 Ps, 2 (Let ,T7o is/ /Iz�Z �.uto ,2 GP = 133 I •�l'lv — l ,�((c�� = O.']3 I t q2$ lei i �All —� 6�20�3 ulQL �s2 io x i2.8t Ff ➢� �2 - 2 S� a �W�. ' F►�= %OU�c /,�� x /,�� �t.3 X203. ���,�, �- 33�vsi � 12a3 � a•7�1 �L�FL f ! LIZ .D, 4q 6� 4�cc� }w• MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Job Number 103-16-06 May 12, 2003 Client Name Russel/Cash Colby APN 876 Black Bart Road Analysis 2001 CBC Dead Loads Live Loads Roof Metal Roof 1.0 5/8" plywood '2.0 16 psf. Trusses 4.0 4-9S $f— 511M6 Insulat. 1.0 ''/i" ' Gyp. Bd. 2.5 11 psf. Wall Stucco 10.0 Plywood 1.3 Framing 1.5 '/2" Gyp bd 2.5 Insulat. 1.0 17 psf Floor Plywood 3.0 Framing 3.0 Insulation 1.0 8 psf. 40 psf Wind Loads P=C,CggIwhere Exposure B Ce = 0.62 @ 15 feet Cg = 0.3 in / 0.9 out windward roof q = 14.5 psf @ 75mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic Loads V-2.5CIW/1.4R (Jn�SVf � Ca 0.36,I=1,R=5.5/4.5 Soil Bearing D��SSI F 1500 pounds per square foot Friction = 0.35 2 Lateral Bearing = 250 psf / ft. 0 O LONGFELLOW LUMBER CO., INC. 89 Loren Chico Telephone: Far.•(530) Avenue CA 95928 (530) 893-0112 893-0140 ame:LL3 A 11 Name: RUSSELL Address: BLACK BART City: FORBESTOWN' State: CA Phone: r i v cn O LONGFELLOW LUMBER CO., INC. 89 Loren AvenueName: COLBY, CASH RUSSELL RESIDENCE ! Chico CA 95928 Name: RUSSELL Address: BLACK BART "City: FORBESTO�VN Job: Tclephone:_(530) 893-0112 State: CA Russ0306. Fax: ('6301893-0140 Phone: nee .n .: d:wut.w..wu sn '� Scale: Not to scale Date: 3/6/03 Drawn Bv: CUA CACI ��t.� �►r���c --cmc � ft-Nf kl-q ?e U� 4/ �zk-2 84- 31z37s 0 3•S = 3.77 7. s a� . C2) jk�CbkCM R -C c . 08 NJt 3.c'o 52- (),671, - 4KO®3� � 4J,5 (o Qt — 0 .U3lo - 4,�o.cs3�Q o fJo S 12, oz• � I p " 1 ovk`-gvu� 122-- !R Y, -iRY, 122 -26Cs �m_s��z' = - 6.25 Nb oda c% �' -- T— • X31 lbw r�i.�-tom r 2� ��-U�,� �-,.��� _ ozv ,Ot-TtL 3 . t U. p 7V a N i U 6-V- int r c U N. W O JVD ... 2 ��o � lel k 2 3 0 5 x 12 2,70 k try Y U•67 l`t•T� o.'�ro� 1. , 06g e.— ! S ! 2— }3 t'(_ K C• G 2 k 6,3 + Q.-7 �.G-Z C l�i,i x D.�rrO.�v = i •'t"14- C,ru,�iNarj Ls /l/= ��,Q� b-zl� �� 3(8 I'��(w..o , ml- __� � C �i2 CU�� 2 6.2aS ��� y 6l • Tc�usS ` Z Qat 3 1�1V(�l�C�(t1d6� U''3-�3�� t/1.z 3- �� � O •`-tS -- At 5, ?42 O , 7G� I l.,9,1 LT �2 Y\12- CID \2CID ojlea" W L,Ik� i to Y-C22 0-2,(. �ti �l� �2 1C� DC G�2[C., _ �3 Cg �G•2c �2� � � � � ��� dam: LVr2Cff3 X21 �.�-.. 23::»2l a T Tf7IYJ 5S ' 6v oZ -ry -\ CC, , a -7, i:: s�aul mg) �)ws)aS f� -rn YzapV71 G (v I S`) --31M n �D I C)INI crp,�Is �YO2.L -AC) ��rn�-o� SArcq�) CO 3N n. A3�� �N.�„'dN._ •?�,� _L ►-v� - P ZJ�SQ�� z� �� ti� �,�.� �(�-�� � �s� j>>�zl�� Sl /vz =- 0 ----ter' - ���zp o >v sou �S ►y �o ��1�2�, z� + 7* l l x -)-/ z/(-?� i' Z 7 5-"t7 -1- 5. ljV M '�RIAI --y6 r”O 9 N0 -afy)nnn -) �� [fl •fly �-� U � n� � -- AcG' � - �S-n'U� �� -� /� z������/�� -f- -DLY,7 xs•L � 5 )7' /1 V' a7 � LN 5 ME V -11A1CHAEL MOONEY CIVIL ENGINEER r RCE 20647 EXPIRES 9-30-05 ' 5A MADRONE AVE OROVILLE, CA. 95966 - 530-533-2131 i PLYWOOD SHEARWALL DESIGN LATERAL LOADS #3:Strut Force at T.O.W. DESIGN DATA Plywood Both Sides Plywood Grade is Structural II Nail Size = Sheathing Thickness = Stud Spacing = Least Dim. of End Post = Seismic Factor for Wall Wt. _ Nominal Sill Thick. _ Wall Length = Wall Height = Wall Weight = Ht/Width Ratio = Date: 05/28/03 VERTICAL LOADS = 5208.0 # SUMMARY USB.......... 0.5 in Plywood Applied To 2 Side/s Required Nail Size = 8 d Req'd Nail Spacing = 3.00 in 8 d CaA ou Req'd Field Spacing= 12.00 in 0.500 in Shear Wall Capacity = 490.0 plf x 2 Sides = 980.0 plf 16.0 in Actual Total Shear = 5208.0 # Required = 868.0 plf 3.50 in . UPLIFT CHECK Moments about lower: ..Left.. -Right.. 0.000 Overturning Moment on Wall = 46872.0 ft-# 46872.0 ft-# 3.00 in Resisting Moment From Vert. Loads = 16200.0 ft-# 16200.0 ft-# 6.00 ft Uplift @ End w/o D.L. reductions = 5112.0 # 5112.0 # 9.00 ft Sill Attachment Use 1/2 in Anchor Bolt @ 11.68 in o/c 100.00 psf Use 5/8 in Anchor Bolt @ 18.30 in o/c 1.50 Use 3/4 in Anchor Bolt @ Footing Design... 3 Reinf. Area @ Left = 1.075 int Shear eft. OK Reinf. Area @ Right = 1.075 int Shear @ Right OK Page: I i (continued on next page....) MICHAEL MOONEY, KW -0601576 FOOTING DESIGN & ANALYSIS . Footing Size... Left of Wall = 3.50 ft Concrete Weight = 145 pcf Wall Length = 6.00 ft Rebar Cover = 3.0 in Right of Wall = 3.50 ft f'c = 2500 psi Overall Ftg Length = .13.00 ft Fy = 40000 psi Min. As = 0.0014 Footing Width = 2.00 ft Total Vert Loads = 16395.8 # Thickness = 35.0 in Kern Distance = 2.17 ft Lateral Load Applied Toward ----->>>. Left Right - Ecc. of resultant @ footing CL = -3.79 ft 3.79 ft Soil Presure @ LEFT Side of Footing = 2013.16 psf S!�- 0.00 psf Soil Presure @ RIGHT Side of Footing = 0.00 psf 2013.16 psf a� Mn @ Left Face Of Wall. = 16745.22 ft-# 5439.77 ft-# Mn @ Right Face Of Wall = 5439.77 ft-# 16745.22 ft-# vu/.85 @ 'd' from Left Face Of Wall = 1.66 psi 0.45 psi vu/.85 @ 'd' from Right Face Of Wall = 0.45 psi 1.66 psi Allowable Shear = 100.00 psi 100.00 psi Overturning Moment = 62062.00 ft-# 62062.00 ft-# Resisting Moment = 106572 ft-# 106572.92 ft-# ........... FACTOR OF SAFETY CTD V4.4C1 (c) 1983-96 ENERCALC (continued on next page....) MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER ACE 20647 EXPIRES 9-30--05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 PLYWOOD SHEARWALL DESIGN ( ..... continued) 0,50" Type 2 c 8d @; 3.0 in. S 3.5 in Po3t Right Uplift = 51 Left Uplift=. 511 5208 * SP 0 Left = 2013 psf #5 2 -2 CH 0 0 y- Date: 05/28/03 9.ob 3x Sill PL w/l/2in AB o- 12in 2 SP @> Right 0 psf Page: t V4.4C1 (c) 1983-96 ERRCALC MICHAEL MOONEY, KW -0601576 Ljj c- L) OD2 C Assuw E w LNC. iS-2b 6,L7 V 6 8d-6 �X 14•7X t X 1a.'1 X0-'57 ,U-LS `�'I K8.5 (mS 2 �- =-t O J4-'k5�-- 11 4- (9'7 2,k • °l V u L U2 0.11111// 4-4�t"� / J 4 vuly C21c 1�RAVt . C2) LSMP, n MICHAEL MOONEY 1 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 County of Butte May 12, 2003 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Re: Manufactured Trusses Mitch Russel 876 Black Bart Road I have reviewed the trusses and find them adequate. This review included checking that the loading on the trusses met minimum UBC requirements and that the trusses spanned the required lengths, that the required bearing area was supplied, that the loads from the trusses were adequately transmitted to the foundations, and that the trusses could accommodate the required drag loads Thank you for your patience and consideration. -_. •: _. PLAN REVIEW RESPONSE FORM ►n oraer to expedite the re,,ieA- of your plans, please complete the following information and return.this form with your re-submitta this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a response to each item and the location where the information can be found on the plans/calcs: A I tACH THrs FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WrTHPXVISED,AND ORIGINAL PLAN', OWNERS NAME RuSsLL) Itt+ 10 VESS/0 ASSESSORS PARCEL NUMBER Q� DATE: 1417-10 3 PERMIT NUMBER -Sol RESPO SE FO PLAN CHECK LETTER DATED: Zl9� p7j FC 03 I PLAN CHECK ITEM # 125T RESPONSE BY: .Wl o 0 uE`f LOCATION ON PLANS/CALCS: FL tir st-t r I CAW -51 P2-r.Q Q COMMENTS:`"' CALZULA-Tl00 S PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: N 61-E lI�UBS (3f C,, (LS LJO t6Z L.I � (t) U_Aj)L For 1 PLAN CHECK ITEM # - = - . 57 RESPONSE BY: - - LOCATION ON PLAN S/CALCS: - COMMENTS: Q -E Se kt-Ey) 0- �� a c- . PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLAT/CALCS: mss 1 COMMENTS: M 3) ( NJ dow- PLAN CHECK REM # -. -. RESPONSE BY:'- .__. ;_..... ... LOCATION ON PLANS/CALCS: - - COMMENTS: : -... ._. _ . _ . _ :...... ... N � `lam l"� -- lam, c � a,�rL a = .. .I tyl 2kESPGNSE FOR PLAN CHECK LETTER DATED: g I ZHl b3 i?fT PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: �� (o K, rtit wtv�y N COMMENTS: �� U�w�� P G� C_25'U Vs LOCATION ON PLANS/CALCS: PLAN CHECK REM # RESPONSE BY: COMMENTS: v --- PLAN PLAN CHECK REM # T RESPONSE BY: YA - LOCATION ON PLANS/CALCS: COMMENTS: lluivEs I PLAN CHECK REM # RESPONSE BY: LOCATION ON Pl,�, NS/ uf-/4 COMMENTS: ( oj C T �/� St-� - IC t_ lI S nt i [✓ _�....j..r .'t' (_ / G 1._er v I - I PLAN_ CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: C ne-vk.o Pau W t -f PLAN CHECK REM # RESPONSE BY: M, LOCATION ON PLANS/CALCS: 71 n COMMENTS: _l I I PLAN CHECK REM # � 'I -C2 RESPONSE BY: k'o� LOCATION ON PLANS/CALCS: COMMENTS: S6tJ Z @ ZYY LOCATION ON PLANS/CALCS: (?A -I r Qc1hI (A M / LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: I I I LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: -:�; H-r— LOCATION ON PLANS/CALCS: �-1 LOCATION ON PLANS/CALCS: S7ft_T- -YeL - ,j (1� c r IRESPQNSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM N RESPONSE BY: j COMMENTS: Na L V �jYl�ts� L PLAN CHECK ITEM 0 RESPONSE BY: COMMENTS: S, , PLAN CHECK ITEM # RESPONSE BY: 15— M - AUC U COMMENTS: kze.,F55 Si7� a A/ cSrir tali .3wT PLAN CHECK ITEM# RESPONSE BY: COMMENTS: 060 (� - `�f1S MaiOW - V f iO CHECK[T # RESPONSE BY: [PLAN OMMENTS: • 5 PLAN CHECK UEkl # RESPONSE BY: COMMENTS: l� a PLAN CHECK ITEM # RE^S,�P,,ONSE i 2) -B'Y�: J� 1, 'VVI ` tp .. " 1 OCOMMENTS: v ue- S V QYc 6"2 4-,, Lwv) F . LOCATION ON PLANS/CALCS: (?A -I r Qc1hI (A M / LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: I I I LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: -:�; H-r— LOCATION ON PLANS/CALCS: �-1 LOCATION ON PLANS/CALCS: S7ft_T- -YeL - ,j (1� c RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 71 c1( YJ 2i l POST- . PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: /ALL PLAN CHECK (TEM # RESPONSE BY: LOCATION ON'PLANS/CALCS: 22 14.01-k) 2 COMMENTS: CLVle PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: .23 Wl, 10 COMMENTS: 'sa(lU bill) r I I PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: AX-, e- m Pc,-�m Erin- � �' � P Rol PLAN CHECK ITEM # RESPONSE BY: QTv �Tl�u 2 PtU uv- � ( •t., rtit � �y COMMENTS: We J EYo 2_ — (f\AA F( hJl SlcftAn - r PLAN CHECK ITEM # Ivy N YUP --'r 3 COMMENTS: PI Al (✓I nl I SI RESPONSE BY: K. INk o u,tv �zy 12 LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: - -t- (Z X 3Z x �� �, (�� 1oo 9 C.2 5 Y-6, 77 Z 'A Y. o 5- 0'A. (18 12? (C), G7 3 to: -7 6 -IS ,f 0,. � Z- x k-11 'IS -.k Ota ry 2 :s2 ujc I..) 'F tTl7m 2y LST �L� — I C EZ ✓kt.0 . zNF W� lc � ���y DC PIS2:v � l a.�c s C3%4 f 12n (q2 464�0) = 4 S DL -f .6 3(,,0 & LL 500 1 fi�o. x L651 MICHAEL MOONEY CIVIL ENGINEER "RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE; CA. 95966 - 530=533-2131 Date: 09/04/03 Page: 3A GENERAL TIMBER BEAM DESIGN f8.0 PSL 2� BEAM DATA SPAN DATA Timber Section -------- End Fixity Pin:Pin Center Span = 16.00 ft Beam Width = 5.250 in Blastic Modulus = 2000000 psi Left Cantilever = 0.00 ft Beam Depth = 18.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.00 UNBRACED LENGTHS Fb - Bending = 2900 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 285 psi Ind Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi APPLIBD LOADS Le : Right Cant. = 0.00 ft Uniform Load @ Center Span: DL = 384.0 plf LL = 1280.0 plf SUMMARY USING 5.250 x 18.000 Beam, Bending =.82.42-., Shear = 75.16% Max. Pos Mom @ 8.00 ft = 53.98 k -ft Shear: Max. @ Left = 13.50 k Reactions... DL Maximum Max. Neg Mom @ 16.00 ft = 0.00 k -ft ....used for dsgn = 20.241 Left = 3.26 k 13.50 k Max @ Left = 0.00 k -ft ....Area Req'd .71.03 int Right = 3.26 k 13.50 k Max @ Right = 0.00 k -ft Max. @ Right = 13.50 k Max. Allow Moment = 65.49 k -ft ....used for dsgn = 20:24 k Deflections... fb : Max. Actual = 2285.0 psi .....Area Req'd = 71:03 int Center = -0.12 in -0.49 in Fb : Allowable = 2772.2 psi fv : Max. Actual = 214.22 psi ....Dist = 8.00 ft 8.000 ft Fv : Allowable = 285.0 psi ...L/Defl = 1633 394 Ck= .811(E/Fb)".5 = 21.30 Left = 0.00 in 0.000 in Cs = (LeD/B"2)a.5 = 6.58 Bearing Req'd @ Left 3.95 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 0.96 Bearing Req'd @ Right = 3.95 in Right 0.00 in 0.000 in ...L/Defl = .0 0 53.98 Mmax - 53.98(t -k# 8.00 fl Mmin - -0.00 ft =k O 16.001[ -0.00 13.50 Ymax - 13.50 kips P 0.00 1t Ym1n--13.50 kipae 16.00 ft Y Dmex - 0.00 In o 0.00 ft -13.50 Dmin - -0.49 In P 8.00 ft 0.00 It L I I I I I I 0.0 2.6 5.3 8.0 10.7 13.4 16.0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, ,KW -060 i --- *old - �Q�m/ bd M ePV Ptil P �P^Y IBiOM UAUM5 oaf M NPI P ql �M111 RyW.�=��o1uYd P q�p .O m Y6L1 U �'jW4t ! io1Ps N �u wv �o1l�Pf �ltl Yr1�P h w+Pau 4rq y ay �aop1 _ �f+� �igfr+nuL4rM mYi. awJOJ�1I .� w� �.+uP �PIlrq�y7A yN�PI�fIP 4 Am 4 �� � � rq rV�a uyyP9 rf+PM,9.ou rPp TIUMFPw ulf BIW W 6►U'+fi �JVAJHIL w� �� w � �+ 1LLN+.�m a1. �o1u r .�. m.o lK nr/i -113?; rod TyYc •M�J' � �o M •r4/ 'V!I•' '�" IAIN w a ®fir ryo 1r a� w rmo au � ML71 C4l•eMrrepM lr ai��y�AIW ., ^M P•1 �� wA M ,� �I d� M �fF hr4Wplp�.a ppM_W,p�df �Ood P.WOI� wrl�y�pl F�� .0 t dm PYl �Y�P� `yy4�D �D I M �aFaf� � 'ral�ylr,n Quo 1�aru1 • PI• Mi Pot .r•1 rFl� SII P+�M INA o --A— "1 F. F Dlq �nwur6IW uuDW� Y cuupuqH Z 8dV' .dam '14/V � 1s bt r_cS�3o�a 6 /A •VI'02 -riot& ;-71V(v-I* p -of Z!M •(4r40::) �.. - C S't►VN-gni • �� I -Z Zi o �1D �4) • mo-) s�5? .l.ii.c m;. :. vAML +O3 '.'D �f>Z �`>rIl�yc1S -� r•+ zt/p Wl-id MOP ' IN Z ti 7Z)& . }zw GtAoR) C12L Y'`-Iip- C7►,� x+545 3� � 1_. (TG) � �r4c�o•-� • xd�l Ll s i Y-1'1 hf / ru G W PI L e-- T T Si 0 85 O (ZAP g�- 4-() 2Q n) -f-- 3-,o� ls- M U . /2(2bIan bL J �s G CISj 2y (�F IL�i = 2 SS PSL 212 V-61 LL ID11 21"1n: 4 2 dM L 4 212 Lc 14 MICHAEL MOONEY CIVIL ENGINEER 1RCE 26647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 09/04/03 Page: 5A CANTILEVERED RETAINING WALL DESIGN ret wall 8' conc Mitch Russell WALL E FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width = Heel Width Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. _ SLIDING CEECK - Ftg/Soil Friction = Soil to Neglect = Lateral Pressure = Passive Pressure = - Friction = Add' 1 Force Required = SUMMARY. Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel = Allow. Ftg Shear = Factors of Safety: Overturning = Sliding = Origin of Force... Active Soil Press. Soil over Heel Soil over Toe Sloped Soil @ Heel Adjacent Ftg. Load Surcharge Over Heel Surcharge over Toe Axial Load on Wall Load @ Proj . Wall Averaged Stem Wts. Added Lateral Load Footing Weight Key Wert = Vertica Component = of Active Pressure = 8.00.ft 0.50 ft 2.00 ft 3.00 ft 5.00 ft 12.00 in 12.00 in 12.00 in 2.00 ft 0.35 0.00 in 1201 # 727 # 1436 # 0.0 # VERTICAL LOADS Axial DL on Stem = 200 plf Axial DL on Stem = 64 plf ....Eccentricity = 0.00 in Surcharge over Toe = 50.0 psf Surcharge over Heel = 0.0 psf Note: Toe Surcharge Resists Overturning Allowable Bearing Active Lateral .....Max Press. .....Slope Press. Backfill Slope Passive Press. Soil Density Soil Ht over Toe SOIL DATA 1128.9 psf Soil Press. Mult. Toe 538.0 psf By ACI Eq 9-1 = 1586 1500 psf Mu -Upward = 2950 3.54 in Mu -Downward = 560 15.18 psi Mu -Design = 2390 -7.55 psi One -Way Shear: 0.0 85.00 psi Actual = 15.2 0.00 0.0 Allowable = 85.0 3.49 :1 Cover over Rebar = 3.50 1.80 :1 : V = 8.50 1.00 100.0 Ru = Mu/bd"2 = 36.8 0 200.0 SUMMARY OF FORCES & MOMENTS 0.0 Overturning Moments 0.0 # 0 ft ft-# LATERAL LOADS Lateral Load Acting on Stem Above Soil Add' 1 Lateral Load Dist to Load Start Dist to Load End ADJACENT FOOTING 1500 psf Vertical Load = 30.0 pcf Load Eccentricity = 0.0 pcf Footing Width = 0.0 pcf Ftg. CL to Wall = 0.0 :1 Vert. Position of Ftg: 250.0 pcf ...Above/Below: [+/-] 110.0 pcf Spread Footing 0.00 in FOOTING DESIGN Heel f' c 756 ppsf 2409 ft-# Min. As Percent 3925 ft-# Omit SP Under Heel -1517 ft -#Toe # 4 @ 16.81 7.6 psi # 5 @ 26.05- 85.0 psi # 6 @ 36.97 2.50 in # 7 @ 48.00 9.50 in # 8 @ 48:00 18.7 psi # 9 @ 48.00 Heel - 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 4.8:00 in o/c Resisting Moments # ft ft-# 1215.0 3.00 3645.0 0 0 0 .0 0 0 2053.3 3.83 7871.1 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 -13.6 0.50 -6.8 100.0 1.00 100.0 •0 0 0 200.0 2.33 466.7 0.0 0.00 0.0 0 0 0 :0 0 .0 850.0 2.33 1983.3 0.0 0.00 0.0 0 0 0 0 0 0 750.0 2.50 1875.0 0 0 0 150.0 2.50 375.0 -0 0 0 0.0 0.00 0.0 Totals = 1186.4 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 3633.2 ft-# 4103.3 # 4103.3 # 0.00 psf 0.00 pplf 0.00 ft 0.00 ft 0.0 # 0.00 in 0.00 ft. 0.00 ft 0.0 ft NO 2500 psi 400000 psi 0.0014 No 12671.1 ft-# 12671.1 ft-# (continued on next page.... V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, MICHAEL MOONEY CIVIL ENGINEER 'RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 09/04/03 Page: (/ O14 CANTILEVERED RETAINING WALL DESIGN ret wall 8' conc Mitch Russell (.....continued) STEM SUMMARY Top Stem: From 7.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 8.5 <= Mn = 2379.2ft-# Vu = 0.24 <= Vn = 85.00psi Interaction Value = 0.004 Second Stem From 5.00ft to 7.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, .Bar Embed= 12.0in Mu = 229.5 <= Mn = 2379.2ft-# Vu = 3.78 <= Vn = 85.00psi Interaction Value = 0.096 Third Stem From 2.10€t to 5.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy=40000.0psi Wall Wt.= 100.00psf, :Bar Embed= 12.0in Mu = 1745.7 <= Mn = 2379.2ft-# Vu = 16.46 <= Vn = 85.00psi Interaction Value = 0.734 Fourth Stem From 2.00ft to 2.10ft a.00in Concrete w/ # 5 @ 15.00in, d= 6.19in f' c= 2500.Opsi, Fy= 40000.0ppsi. Wall Wt.= 100.00psf, ' Bar Embed= 12.0in Mu = 1836.0 <= Mn = 4458.4ft-# Vu = 10.33 <= Vn = 85.00psi Interaction Value = 0.412 . Bottom Stem From O.00ft to' 2.00ft B.00in Concrete w/ # 5 @ 15.00in, d= 6.19in f' c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 10.2in Mu = 4352.0 <= Mn = 4458.4ft-# Vu = 19.24 <= Vn = 85.00psi Interaction Value = 0.976 8" CONC. s ' 5 (P18" Vert @ CL *5-P18'Horiz 1- 8" CONC. 5 @, 18" Ver ¢5&18"Horiz ' HEEL (top) : 5 0 - o.c. TOE (coot) :. 5 qb - ox. 4 HORIZ. AS SHOWN V4.4C1 (c) 1983=96 BNERCALC MICHAEL MOONEY, KW -0601576 COMPACT BACKFILL VERTICAL REBAR / NO 5's AT 18"cc CENTERED HORIZONTAL REBAR NO 5's AT 15' oc. MAX. X Q 5518 rn #5 DOWELS AT 15"OC. PROVIDE DRAINAGE SET AT EDGE TO DAYLIGHT 6" DRAIN ROCK 33" OVER PIPE 2" CLR 26 24.. p UNDISTURBED GROUND NO 5's AT 22"cc. FOOTING CONTINUOUS REBAR, (6) NO 4's 3"CLR • N 8 FOOT RETAINING WALL MICHAEL MOONEY CIVIL ENGINEER `RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 - 530-533-2131 CANTILEVERED RETAINING WALL DESIGN ret wallXconc Mitch Russell WALL & FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width = Heel Width = Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. _ SLIDING CHECK - Ftq/Soil Friction Soil to Neglect = Lateral Pressure Passive Pressure = Friction = Add' 1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe' _ Max. Shear @ Heel = Allow. Ftg Shear Factors of Safety: Overturning = Sliding = \5LA96 Ar_A1►Js i Origin of Force... Active Soil Press. Soil over Heel Soil over Toe Sloped Soil @ Heel Adjacent Ftg. Load Surcharge Over Heel Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure = Totals = 6.00 ft 0.50 ft 1.50 ft 2.00 ft 3.50 ft 12.00 in 0.00 in 0.00 in 0.00 ft 0.35 0.00 in 721 # 239 # 815 # 0.0 # Date: 09/04/03. VERTICAL LOADS Axial DL on Stem = 200 plf Axial DL on Stem _ 64 plf ....Eccentricity = 0.00 in Surcharge over Toe = 50.0 psf Surcharge over Heel = 0.0 psf Note: Toe Surcharge Resists Overturning SOIL DATA Allowable Bearing = Active Lateral .....Max Press. _ .....Slope Press. _ Backfill Slope = Passive Press. _ Soil Density = Soil Ht over Toe = 1050.1 psf Soil Press. Mult. Toe 311.3 psf By ACI Eq 9-1 = 141.9 1500 psf Mu -Upward = 1498 3.75 in Mu -Downward = 315 8.40 psi Mu -Design = 1183 2.89 psi One -Way Shear: 0.0 85.00 psi Actual = 8.4 0.00 0.0 Allowable = 85.0 2.95 :1 Cover over Rebar = 3.50 1.46:1 0.50 'd' = 8.50 a E Ru = Mu/bd"2 = 18 : 2 0 200.0 SUMMARY OF FORCES & MOMENTS 0.0 Overturning Moments 0.0 # 0 ft ft-# LATERAL LOADS Lateral Load Acting on Stem Above Soil = Add' 1 Lateral Load = Dist to Load Start = Dist to Load End = ADJACENT FOOTING 1500 psf Vertical Load = 30.0 pcf Load Eccentricity = 0.0 pcf Footing Width = 0.0 pcf . Ftg. CL to Wall = 0.0 :1 Vert. Position of Ftg. 250.0 pcf ...Above/Below: [+/-) 110.0 pcf Spread Footing 0.00 in FOOTING DESIGN Heel f' c 447 ppsf 514 ft-# Min. As Percent 1008 ft-# Omit SP Under Heel -494 ft-# Toe # 4 @ 16.81 2.9 psi # 5 @ 26.05 85.0 psi # 6 @ 36.97 2.50 in # 7 @ - 48.00 9.50 in # 8 @ 48.00 6.1 psi # 9 @ 48.00 Resisting Moments # ft Heel - 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c ft-# Page: PA 0.00 psf 0.00 pplf 0.00 ft 0.00 ft 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi. 40000 psr 0.0014 No 735.0 2.33 1715.0 0 0 0 0 0 0 880.0 2.83 2493.3 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 -13.6 0.50 -6.8 75.0 0.75 56.3 0 0 0 200.0 1.83 366.7 0.0 0.00 0.0 0 0 0 0 0 0 . 650:0 1.83 1191.7 0.0 0.00 0.0 0 0 0 0 0 0 525.0 1.15 918.7 0 0 0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 706.4 # 1703.2 ft-# 2330.0 # 5026.7 ft-# Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 2330.0 # 5026.7 ft-# (continued on next page..J.. ) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -060 MICHAEL M'OONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 - 530-533-2131 CANTILEVERED RETAINING WALL DESIGN �r ret wall/V conc Mitch Russell (.....continued) STEM SUMMARY Top Stem: From 5.00 ft to Top of Wall 8.00in Concrete w/ # 5 @.18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 8.5 <= Mn = 2379.2ft-# Vu = 0.24 <= Vn = 85.00psi Interaction Value = 0.004 Second Stem From 3.00ft to 5.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 229.5 <= Mn = 2379.2ft-9 Vu = 3.78 <= Vn = 85.00psi Interaction Value = 0.096 . Third Stem From 2.10ft to 3.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Blnbed= 12.Oin Mu = 504.2 <= Mn = 2379.2ft-# Vu = 6.76 <= Vn = 85.00psi Interaction Value = 0.212 Fourth Stem From 2.00ft to 2.10ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0psi Wall Wt.=100.00psf, Bar Embed= 12.Oin Mu = 544.0 <= Mn = 2379.2ft-# Vu = 7.14 <= Vn = 85.00psi Interaction Value = 0.229. Bottom Stem From O.00ft to 2.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.0.Oin f'c= 2500.Opsi, Fy= 40000.Opsi .Wall Wt.= 100.00psf, Bar Embed= 8.Oin Mu = 1836.0 <=. Mn = 2379.2ft-# Vu = 17.06 <= Vn = 85.00psi Interaction Value 0.772 V4.4C1 (c) 1983-96 ENERCALC Date: 09/04/03 Page: \ fV \ IN N 8" CONC. e 5C� 18" Ver CL \ X54618"Horiz T HEEL (top) : ¢ 5 <a " o. c. TOE (bot) : " 5 (P " o.c. \ 4 HORIZ. AS SHOWN MOONEY, KW- i F8.1 yin COMPACT BACKFILL #5 DOWELS AT 18" O.C. CENTERED IN WALL 18 PROVIDE DRAINAGE TO DAYLIGHT — VERT STEEL #5's AT 18"cc. HORIZ. STEEL #5's AT 15 "OC MAX. f'c = 2500 PSI AT 28 DAYS GRADE 40 REBAR MINIMUM 12" MINIMUM REBAR LAP — REBAR CENTERED IN WALL 2" CLR lill i SLAB #4's AT 15'cc. T UNDISTURBED N GROUND (4) #4's CONT. 3" CLR. I�42"—I 6 FOOT RETAINING WALL MICHAEL MOONEY CIVIL ENGINEER 'RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN. Russell ret wall 51c WALL & FOOTING DATA Retained Height Wall Ht. above Soil = Toe Width = Heel Width = Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. _ SLIDING CHECK - Ftg/Soil Friction = Soil to Neglect = Lateral Pressure = Passive Pressure = Friction = Add' 1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel = Allow. Ftg Shear = Factors of Safety: Overturning Sliding = Origin of Force... Active Soil Press. _ Soil over Heel = Soil over Toe Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure = Totals = 5.00 ft 0.50 ft 1.00 ft 2.00 ft 3.00 ft 12.00 in. 0.00 in 0.00 in 0.00 ft 0.35 0.00 in 526 # 239 # 757 # 0.0 # Date: 09/05/03 VERTICAL LOADS, Axial DL on Stem = 425 plf Axial DL on Stem = 272 plf ....Eccentricity = 0.00 in Surcharge over Toe = 50.0 psf Surcharge over Heel = 0.0 psf Note: Toe Surcharge Resists Overturning SOIL DATA LATERAL LOADS Lateral Load Acting on Stem Above Soil _ Add' 1 Lateral Load Dist to Load Start Dist to Load End ADJACENT FOOTING Allowable Bearing = 1500 psf Vertical Load = Active Lateral = 30.0 pcf Load Eccentricity = .....Max Press. = 0.0 pcf Footing Width = .....Slope Press. = 0.0 pcf Ftg CL to Wall = Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Press. = 250.0 pcf ...Above/Below: [+/-] Soil Density = 110.0 pcf Spread: Footing Soil Ht over Toe = 0.00 in 1329.4 psf Soil Press. Mult. Toe 293.6 psf By ACI Bq 9-1 = 1906 1500 psf Mu -Upward = 870 3.83 in Mu -Downward = 140 4.44 psi Mu -Design = 730 -2.38 psi One -Way Shear: 0.0 85.00 psi Actual = 4.4 0.00 0.0 Allowable = 85.0 3.37 :1 Cover over Rebar = 3.50 1.89 :1 V = 8.50 0.50 25.0 Ru = Mu/bd"2 = 11.2 0 425.0 SUMMARY ARY OF FORCES K MOMENTS 0.0 Overturning Moments 0.0 0 0 ft ft-# FOOTING DESIGN Heel f 1 c 421 sf 752 t-# Min. As Percent 1103 ft-# Omit SP Under Heel -351 ft-# Toe # 4 @ 16.81 2.4 psi # 5 @ 26.05 85.0 psi # 6 @ 36.97 2.50 in # 7 @ 48.00 9.50 in # 8 @ 48.00 4.3 psi # 9 @; 48.00 Heel - 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c Resisting `Moments # ft ft-# 540.0 2:00 1080.0 0 0 0 011 0 0 825.0 2.25 1856.3 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 -13.6 0.50 -6.8 50.0 0.50 25.0 0 0 0 425.0 1.25 5313 0.0 0.00 0.0 0 0 0 0 0 0 412.5 1.25 515.6 0.0 0.00 0.0 0 0 0 0 0 0 _ 450.0 1.50 675.0 0 0 0 0.0 0.00 0.0 0 0 511.4 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) Page: j 1A 0.00 psf 0.00 pif 0.00 Pt 0.00 ft 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No 0 0.0 0.00 0.0 1068.2 ft-# 2162.5 # 3603.1 ft-# 2162.5 # 3603.1 ft-# (continued on next page! ... ) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0611576 MICHAEL MOONEY CIVIL ENGINEER *RCE 28647 EXPIRES 9-30-05 5A MADRONE AVE. OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN Russell ret wall 51c I .....continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall 6.00in Concrete w/ # 5 @ 18.00in, d= 3.00in f'c= 2500.Opsi, Fy= 40000.Opsi Wall Wt.= 75.00ps , Bar Embed= 12.Oin Mu = 8.5 t= Mn = 1759.2ft-# Vu = 0.40 <= Vn = 85.00psi Interaction Value = 0.005 Second Stem From 3.00ft to 4.00ft 6.00in Concrete w/ # 5 @ 18.00in, d= 3.00in f'c= 2500.Opsi, Fy= 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 68.0 <= Mn = 1759.2ft-# Vu = 2.17 <= Vn = 85.00psi Interaction Value = 0.039 Third Stem From 2:00ft to 3.00ft 6.00in Concrete w/ # 5 @ 18.00in, d= 3.00in f'c= 2500.Opsi, * 40000.Opsi Wall Wt.=.75.00ps., Bar Embed= 12.Oin Mu = 229.5 <= Mn = 1759.2ft-# Vu = 5.36 <= Vn = 85.00psi Interaction Value = 0.130 Fourth Stem From 1.00ft to 2.00ft 6.00in Concrete w/'# 5 @ 18.00in, d= 3.00in . f'c= 2500.Opsi, Fy= 40000.Opsi Wall -Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 544.0 <= Mn = 1759.2ft-# Vu = 9.96 <= Vn = 85.00psi Interaction Value =. 0.309 Bottom Stem From O.00ft to 1.00ft 6.00in Concrete w/ #5 @ 18.00in, d= 3.00in f'c= 2500.Opsi, Py= 40000.Opsi Wall Wt.= 75.00psf,. Bar Embed= 6.2in Mu = 1062.5 <= Mn = 1759.2ft-# Vu = 15.98 <= Vn = 85.00psi Interaction Value = 0.604 Date: 09/05/03 • a 5 (P 18" Ver CL y ` -5018 " HOY12 t.4t HEEL (top) : " 5 & " O.C. TOEDot ( ) � r 4 HORI'Z. AS SHOWN V- r � Page: I Z A V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 COMPACT BACKFILL X #5 DOWELS AT 18"cc. < REBAR CENTERED 0 33'L 12" PROVIDE DRAINAGE TO DAYLIGHT 2" CLR #4's AT 15"cc. (4) #4's CONT. f`1 3" 5 RST w �4iL. 12" HORIZ. STEEL #4's AT 13"OC MAX. VERT STEEL #5's AT 18 cc. REBAR CENTERED IN WALL I SLAB UNDISTURBED N GROUND vA September 26, 2003 Mitch Russell P.O. Box 5895 Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Orovi.11e, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 073-1.10-036 Building Permit Number: 03-1301 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVTEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: Provide a recorded copy of Agricultural Acknowledgment Statement. A "Deed Restriction and Notice of Limited Use Facility" must be recorded for attic storage area over the garage and the basement area. Please provide a copy of your grant deed and the legal description for the property so that we may prepare the document. You will be required to sign, notarize and record the "Deed Restriction and Notice of Limited Use Facility" prior to issuance of the building permit. S RUCTURAL COMMENTS: Provide truss calculations for the second floor over the garage that includes the floor load. The roof plan on sheet 3 indicates that this truss supports ladder framing for the floor. Please have engineer address note 14 on truss A7. The 3-16d nails specified do not appear adequate to support the 555# reactions from the hip trusses. Please provide supporting calculations and a detail of the hip connection to the A7 truss. The B2A truss detail indicates that there are two B2A trusses. The truss layout specifies ,only one B2A truss. Please clarify. Provide revised truss detail showing a quantity of one B2A truss. The B2 truss detail indicates that there are three B2A. trusses. The truss layout specifies five .B2 trusses. Please clarify. Provide revised truss detail showing correct quantity trusses. V. rovide gable end truss detail designed for the two windows openings. he truss layout shows a typical vaulted gable end truss at the living room/dining room. Since the exterior wall located below this truss does not provide continuous bearing -as required, please redesign this truss. The detail provided by Gary Hawkins also requires continuous support for the gable end. truss. Provide continuous support.for this truss or redesign the truss for two point bearing. 1. of 2 f i� r The two 1/2" diameter bolts connecting the 4"x10" deck girder to the 6"Y6" post appear to be overstressed. Please provide supporting calculations. 81 The section detail on plan sheet 5 indicates that hangars are required to support the TJI's. lease specify hangars on the plans. O�lease revise the 5' shear walls along wall line C at the front of the dining/living room to comply with CBC requirement for 3.5:1 maximum height-to-width ratio. Please provide 01 shear transfer detail of the roof diaphragm connection to these shear walls also. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will. answer any questions concerning the 'Data Sheet. Russell Bloomfield Philo Hunt, P.E. 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VV"un1 VLo NoT- G2jM,P7'1-( VS 16 Co t-JT' -ntt5 August 28, 2003 Russell Mitch P.O. Box 5895 Oroville, Ca. 95966 Department of Development Services Building Division 7 Cotmty Center Drive Oroville, CA 95965 (530) 538-7541. (530) 538-2.140 FAX Assessor Parcel Number: 073-110-036 Building Permit Number: 03-1301 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. ON -STRUCTURAL COMMENTS: 1Provide a recorded copy of Agricultural Acknowledgment Statement. VProvide a floor plan of the basement and label the use. Will this area be finished or unfinished? Will the floor area over the garage be unfinished? What is the intended use? 4 A "Deed Restriction and Notice of Limited Use Facility" must be recorded for attic storage area over the garage and the basement area. Please provide a copy of your grant deed and the legal description for the property so that we may prepare the document. You will be required to sign, notarize and record the "Deed Restriction and Notice of Limited Use Facility" prior to issuance of the building permit. STRUCTURAL COMMENTS: 1. Provide lateral design calculations for wall line D. Q Provide truss calculations for the second floor over the garage that includes the floor load. ? 3. It appears that truss 13213 should be a double truss. Please clarify. Please have engineer address note 14 on truss AT b! Please have engineer address note 13 on truss B4. &✓Please show location of trusses C1 and C2 on the tress layout. © The truss calculations indicate that there are two 132A trusses. The truss layout specifies only one truss. Please clarify. Please correlate the truss calculations and the truss layout for quantity of B2 trusses to be used. Provide gable end truss detail designed for the two windows openings. 1�Truss layout shows atypical vaulted gable end truss at the living roorn/dining room. Since the exterior wall located below this truss does not provide continuous bearing as required, please redesign this truss. .1 of 2 ® 5 � Po Y - ®f -D t ^e- 1�ELL) /Wccx,,S Q �c�fes s i�pTlease he maximum on center spacing of 2x4 outriggers for barge rafters is 3'. Please revise. specify manufacturer's name and type of hanger to be used at ladder framing over the garage. 0. The Simpson U24 hangers shown on the roof framing plan at the garage stairwell are not approved for 2x6 framing members. A sloped hanger is also required. Please revise. ow will roof be framed at the Dutch hip roof? Will manufactured roof jacks or stick /fr ing be used? Please show on plans. 1�5. lease show attic furnace and attic access location on the plans. P ease show Simpson MSTC66 on detail S8/1 and MSTA28 on detail S3/1. 1 e etail S4/5 to the floor plan at line 4. 1 ease correlate the engineer's calculations and shear wall schedule for shear wall at line E. 2 'Provide calculations for the 3 1/2"x11 7/8" PSL beam at the second :floor. Plans show beam be continuous without intermediate support. i0" The 51/4"x14"PSL girder located under the master bedroom appears to be over spanned. The calculations indicate that it supports only one floor. The plans show it supporting two flo s. Please revise. The isolated footing supporting this girder also appears to be ndersized. Provide calculations or revise. . The isolated footings supporting trusses at the garage stairwell are located in the wrong location. Please revise. Please show locations of all SSTB bolts on the foundation plan. bPlea2 ' Please specify connection of the 4"x].0" girder to the 6"x6" post at the open deck. 4 se specify type of top flange hanger required to support the TJI's. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1.:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: . Michael Mooney, P.E. 2 of 2 HIGH WATERLINE GP=GOL• --- - OF CREEK --- -- - -- - Z=A3APW SCALE: t" 200' - CENTERLINE OF 73-41' 18 /� CREEK CONTOUR UNE ` WITH EtEVAT10N � i.. bmip'Z .160 , , APN 73-11-2 (TYPICAL) i GP=GOL 2620 i \ 2740 Z=TPZ 160 25002720 100' LEACH. ! \� :. s S11RING : f r FREE DIS --. ` ,.,..moo p a 2600 ,�,� � DISTANCE --, - 2689 '2560 '.=-- ROAD 60ACRES NEW 2660 r *� rG iiQPoso-TOTAL r-ij580 PROPOSED',-'-2560 ROPOSED',-2564 S. GARAGE 11 40 RUS AII.EY R� , �' , %• ; 980 S. F 42640- EXISTING \ 1. JOINT POLE + 2520 ��- - ► , 1 2620 i 131890 �5 + j 220 . EXISTING o �W 2460 2 \ HOUSE EXISTING --- _� 33 a _--.:. 1700 S.F. SHED __ APN 73-11=40 -------- -------- -- --- -------------------- =''- �,.'� r 620 S F. 2600 v GP�41. MIA, PROPOSED � / ' DaTCH t,EACHFfELD� ., ' � _ EXISTING '----- F Z:TRS t60 EASM0 2400 METAL BARN 2 580 ROAD -• ' / RSG 1160 S.F. 2560 2380 O. W.I.D. �' '�. ' . ��, DITCH v� `� ",100'. LEACH, 236Q FREE DISTANCE EACHTS FlN�ELD., LE` .\ 100' LEACH I FREE DISTANCE 2340 -- �. N 9'51:58" A; - 1318.69' "2500 2520 2540 I