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HomeMy WebLinkAbout041-620-052BALANCE OF FEES SB= � DATE://--)— 3 � PERMIT: /�/tea `i / 76 2 ASSESSOR PARCEL OWNER'S NAME: FEES: (Amount and Purpose): 4 FX BALANCE OF FEES: $ _— ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE: $ SRA $ COPIES $ URBAN AREA FEES $ CSA 87 (North Chico Spec.) $ WATER TENDER FEE $ BATTALION # THERM DRAINAGE FEE $ OTHER $ OTHER $ VALUATION - IF BALANCE OF FEES OR ADDITIONAL FEES: TOTAL VALUATION: $ ADDITIONAL VAL: $ (Check one) COUNTY CITY OF BIGGS (Check one) RESIDENTIAL . COMMERCIAL ����r�r iT7 TNTRF.Ri: m i AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 -, Recorded Official Records County Of BUT CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:25PM 27-AuQ-2004 REG FEE 16.00 CONFORM 1.00 Jason Pane 1 of 4 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 q permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, 1-3—C G 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: 6f,e 10�o�.��k�.c�edL Date PROPERTY OWNERS: State of California ) County of ) On 9Z (/D 4/ before me, A-)kd0,'—1 � , J 0 ri4f/L`i personally appeared -TDM 1-4?4 .; 15' personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/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. WITNESSmy ha and official seal. Signature 1Q!?,/ Seal: KARY J. BI DWELL Commission #1381097 ,-....... i Notary Public -Califomia A. P. # Q� + � 7U' �5�2 U Butte County My Comm. Exp. NOV. 08, 2006 0 Preliminary Report Order -No. BU -220045-2 MV Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I. LOT 44, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF -MAPS, AT PAGES 87, 88, AND 89. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED AUGUST 31, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2000-3 3726, BUTTE COUNTY, CALIFORNIA AND DECLARATION OF ANNEXATION, RECORDED MAY 3, 2002, UNDER BUTTE COUNTY.RECORDER'S SERIAL NO. 2002-23024; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 041-620-052-000 .PARCEL II: AN EASEMENT FOR ROAD PURPOSES OVER LOT A, RV STORAGE OVER LOT B, AND SEWER DISPOSAL OVER LOT C, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #1", WHICH MAP' WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, AT PAGES 56 THROUGH 61. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS 40 FEET WIDE LYING 20 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF THE LANDS OF ROBERT CONWAY BEING A PORTION OF THE NORTHWEST ONE QUARTER OF THE NORTHWEST ONE QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.M, .AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FOR ROBERT CONWAY, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 22,'l 985, UNDER BOOK 101 OF RECORD OF SURVEYS, AT PAGE 9, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED � L • Preliminary Report Order No. BU -220045-2 MV PARCEL III: - CONTINUED BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE NORTH 89° 28' 22" EAST,. ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 6, 868.88 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF PENTZ-MAGALIA HIGHWAY AS SHOWN ON SAID RECORD OF SURVEY, SAID POINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE, CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 840 08' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3° •32'. 13", A LENGTH OF 311.1.3 FEET; THENCE SOUTH 9° 23' 16" EAST, 654.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT; THENCE SOUTH 800 36' 44" WEST, 344.00 FEET TO THE END OF SAID EASEMENT. PARCEL TV: AN EASEMENT FOR PUBLIC SERVICES AND DRAINAGE PIPES AND DITCHES OVER COMMON AREA LOT E, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL V: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT D, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VI: AN EASEMENT FOR RECREATIONAL FACILITIES, PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT F, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER. OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VII: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT G, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER' OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, .ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. CONTINUED Preliminary Report Order No. BU -220045-2 MV DESCRIPTION - CONTINUED PARCEL VIII: AN EASEMENT FOR PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT H, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF. THE COUNTY OF BUTTE, STATE OF CALIFORNIA,. ON OCTOBER 31, 2001, IN BOOK -152 OF MAPS, AT PAGES 87, 88, AND 89. - BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP041782 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/02/2004 APN• 041-620-05 -0 0 the Business and Professions Code, and my license is in full force and effect. Site Address: a �Sa• ,S%'G�YI'Lt ` License Class: License Number: 5�5� Date: Contractor. Map Index: pax� Description: NSF(2852) GAR(706)COV(28) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: TOM LEWIS, permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a PO BOX 3929 signed statement that he or she is licensed pursuant to the provisions of CFilCO, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95927-3929 she is exempt therefrom and the basis for the alleged exemption. Any 530-624-7802 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): , as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: LEWIS, TOM Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements.are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). - ❑ 1a%m Exempt under Article 3�the Business and Professions Code �tuOwne, (n(AA l(D 1, E�� Dater1a F •� License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 3586 S.F. Policy#: Valuation: $202,772.00 Census Code: i311'l 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: I — ?— — �— Applicant: iC�jLi/4 C� 1 WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of damages in / compensation, ys provided for Section 3706 of the Labor code, interest, and attorney's fees. --- , �L�� '��(), I(]���—/7 //}-'{'�, ✓ / 1 " 1 CONSTRUCTION LENDING AGENCY --- I hereby affirm that there is a construction lending agency for the This permifis hereby issueo under the applicable provisions of the Butte County Cody anrt/nr Resolutions to do i i ated above for which fees have been paid. perfomqxaaesof the work for which this permit is issued (Sec 3097 Civ.) •G Name: d1J•�l By D te: Li Address: PERMIT EXPIRES ON: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with =all county and state laws relating to building construction. 1 acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: 1 ( XXA t .1 F l Signature: �% 4 Date: 'Owner 13 Contractor 0 Agent for Owner 13 Agent for Contractor (o 0 0 0 io 6y �j = 344• &i �b 963.65 BUTTE COUNTY ° DEPARTMENT OF DEVELOPMENT SERVICES c BUILDING PERMIT APPLICATION 0 AND SUBMITTAL REQUIREMENTS ° 24 HOUR INSPECTION#: OROVELLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPP,LICATION. APPLICANT NAME OWNER Nam a Address ZG City_ Phone State Zip Phone 5 3n- Class Fax E-mail eLz 3 - �, APPLICANT NAME CONTRAC OR Name � � e •i e Address CityState 4 ta ft- — Zip Phone Fax E-mail Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City _ Stat Zi Page C Planner Date Approved: Phone _ Fax E-mail State License Number 75 APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X �— For office use onl : Zoning I *P(i{,Flood Zone SRA ryes No Occ. Type Const 112 Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT 4/qgv BP ' LOCATION AP# � ✓ Property Addre Cross Street ---_ 1 ),15 -. r' 04-11 041-620-052 I L 0I ' OM VISTA, PAR SIERRA R hI 0 ER NEW SING E FAMILY ..,.yviie orner than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. TION LENDING AGENCY Name Address Description or Scope of Work: al .r .► Sq. Footage ❑ Structure Built vdthout Pe its Co 1/, g ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Page 1 of 2 Re ' ed by: Amount: _Bldg �q SRA eceipt #: Sheriff A,�e LA SMIP D Other ATotal REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEg[ E. ND W INK is , Residenti_a% New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. O 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation: (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). , Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541., OVER FOR BUILDING PERMIT APPLICATION KAFORMSSUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 fb��l 1 COU1VTY OF BUTTE -DEPARTMENT OF DVVELOPMENT SERVICES -BUILDING DIVISION 41 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: (� ASSESSOR PARCEL NUMBER Proposed Building Use: Counter Technician: Date: L9 • msIt required required in order to apply for a permit. All boxes MUST be checked OR marked NA in ord o apply. / 1. Site plans, 3 or 4 sets,signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. c� 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and.signed calculations. 4. Engineered truss details and -layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. 1 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation instB)`Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate �- ❑ 9. Metal bldgs.L-(A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ' �_,, ❑ 10. Flood Elevation Certificate,,wet;stamped and signed, in duplicate 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of,intent for non-residential buildings ❑ 13. kpetached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form - 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 16. Other .. Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) O" 17. Fire Sprinklers............................................................................................ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ 0 Erosion Control Plan Required........................................................................ y d� Fees as shown on the attached Schedule of Fees D e Sheet ........ ❑ 22. City of Chico Plumbing permit ........................... ...................C�*heck:j'.v_ 23. California Department of Forestry plan' approval paid. Sent by gi Tanning approval (A) Use: S(�-SLI(C) Parcel �- / C ❑ _ 5. Contact Land Development about _ Improvements, _ Drainage ......................... / 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... �❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ - Letter of Signature authorization......................................:.0 .........................) !� 33. ecorded copy of Agricultural Acknowledgment Statement.... ........................,.. Y ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits: ........................................................ ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: ' When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtain' g a building permit. Applicant �_ Date: en 1. Index permit app ication or the above items numbered: Plan Check Letter 2. Additional items re ' Contractor, designedowne as advised of the above data pho , ❑ counter, bg#rffVk Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by:�[3�te: Plans approved by: Date : V Structural reviewed"Cy: D%te:_ Structural approved b�' _ Date: Note transfer by: Date: Yellow: Building Division TO: Buildin ent FROM: vironmenta 1, SUBJEC Sanitation Clearance a I� Ad f(� G4 Owner Location Plan Approv f Sewage Disposal ate Clearance for welling. they � � ci►c�D ,�er� �l,Gn, . _ E.H. USE ONLY P102 Pian Attached Floor Plan Attached Sam to S.D. . C? cle , 676 AP# ly: _ Public %vatq) Well r Mold final for: inal clearance O. . for: NOTE: / (D V Environ ental Health Specia 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 V� A.P. # z OSED BUILDING USE ns r ---DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES )qgu �' � I��I - 2 7-6� -Balance Due ..................... $ �_ --- Additional Fees Due........... vi sed Plan Checking Fee....Aoj — )OOL DISTRICT FEES ' at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) O'� /+V�'� Residential............ X $360.00 =$ �,�/ V Units Commercial (sq. ftg.)..... X $0.03 Sq.Ftg. 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. S" F1 INSPECTION AND PLAN CHECK FEE $I�� 0�(Z�J 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 re d to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT ��_ DATE G V 1 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) Department I. ­9%.Ilacl %.I u111N, z-11recror Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Description: Project Location and/or Parcel Number: v�l r� 67 a By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm -Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: - C Date: C e- ""n Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 - I t. O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner. An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this verification is received. �I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES ❑ NO QX . `3HAVE ❑ HAVE NOT M-91'gned an application for a building permit for the proposed work. .I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY.. PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED- ;� �OPER�TYOQVNE� ' NOTE. This Owner -Builder Ver#kation is required by Section 19831 and 19832 of the California Health and Safety Coda This ver fcafion must be completed and returned to our office before we are permitted to issue the permit OWNER STJft.DER INFORMATION Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required bo lie signed by property owners unless they are personally pm*ming their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all perms for which they apply If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate family, and the work Cmrkdmg materials and other costs) is'S300 or more for the entire project, and such persons are not licensed as contractors or subcontractors; then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and fiederal income tax withholding, federal social security taxes, wo>i m compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks for you if you do not cant' out these obligations, and these rids are especially serious with respect to worker's compensation houmce. ♦ For more specific information about your obligations under Federal Law, contract the Intemal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the st ruchre is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons profbssing to be contractors is to secure an "owner builder" building permit, erroneously impb* that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by cantrac ting the Contractors State License Board in your community or at 1020 N Stream Sacramento, CA. 95814. Please complete the "Owner Balder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. 'yP PI 1 C. Vi ira, C.B.O. , Binding Inspection NOTE: TYzis Owner-BuilderWotmalon is requba by Section 19830 of the Caiffornfa Health and Safely Co& OVER BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM. .. (One form per Building) School District 0Q �*ajksX_ A.P. Number— e Property Owner Property Location/Address Subdivision Residential Development Commercial/Industrial Q Building Department No. County Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) Date District Identification No. % — Z/3' School District certifies that / S (Applicant) (Street Address) .r (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing a �' " square feet. School District Representative —Paid by Check # Remarks: by payment of $ 2926 $ FULL MITIGATION $ Date /a3. 6'0 Nods: You may protest the Impositlon of the Mss Identified above by submitting a written protest to the District, in compliance with Governrimit Cods Section 66020(x), within 90 days from the dab Nes are paid. Failure to submit a timely written protest wlll'prohtbk you from dnllsrging tie Imposition of the tees In any court action. M, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certiftatlon Form, the School Dbtr ld is noflMd by the applicable Local Planning Agency that this project is being reviswed under the California Enviromnental Quality Act (CEQA), this projraet may be subject to additional school ales to fully mitigate. Us Impact on the school districts sehsois. White (applicant), Yellow (building department), Pink (school district) feefonn.xis 00/03ldmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 27 -Aug -2004 2004-0052637 Has not been compared with original BUTTE COUNTY RECORDER 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: See legal Q�es P��o��(�k�,c�e� Date_ Tr-- 7 —0 PROPERTY OWNERS: State of California County of lZ'i on /Z before before me, 11,1N/4K .1 i'dto-e'(� jic^�Z�L2�/ personally appeared 7-6M i:; %s' personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/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 ha and official seal. Signature Sea L• KARYJ. BIDWELL U) Commission #13810970 a Notary Public - California C/)A.P. # v Butte County My Comm. Exp. NOV. 08, 2006 WI s_. Preliminary Report Order No. BU -220045-2 MV Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 44, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP. -WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89.'. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED AUGUST 31, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2000-33726, BUTTE COUNTY, CALIFORNIA AND DECLARATION OF ANNEXATION, RECORDED MAY 3, 2002, UNDER BUTTE COUNTY.RECORDER'S SERIAL NO. 2002-23024; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 041-620-052-000 PARCEL TI: AN EASEMENT FOR ROAD PURPOSES OVER LOT A, RV STORAGE OVER LOT B, AND SEWER DISPOSAL OVER LOT C, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #l", WHICH MAP WAS RECORDED IN. THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA; ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, AT PAGES 56 THROUGH 61. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS 40 .FEET WIDE LYING 20 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF THE LANDS OF ROBERT CONWAY BEING A PORTION OF THE NORTHWEST ONE QUARTER OF THE NORTHWEST ONE QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.M, AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FOR ROBERT CONWAY, FILED INTHE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON,NOVEMBER 22, 1985, UNDER BOOK 101 OF RECORD OF SURVEYS, AT PAGE 9, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED Preliminary Report PARCEL III: - CONTINUED Order No. BU -220045-2 MV BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE NORTH 89° 28'22" EAST,. ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 6, 868.88 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF PENTZ-MAGALIA HIGHWAY AS SHOWN ON SAID RECORD OF SURVEY, SAID POINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE, CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 84° 08' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3° 32' 13", A LENGTH OF 311.13 FEET; THENCE SOUTH 9° 23' 16" EAST, 654.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT; THENCE SOUTH 800 36' 44" WEST, 344.00 FEET TO THE END OF SAID EASEMENT. PARCEL IV: AN EASEMENT FOR PUBLIC SERVICES AND DRAINAGE PIPES AND DITCHES OVER COMMON AREA LOT E, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL V: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT D, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VI: AN EASEMENT FOR RECREATIONAL FACILITIES, PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT F, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, .A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER. OF THE COUNTY- OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VII: AN. EASEMENT. FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT G, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, .2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. Lois) aIIM M 'X, :'� = ww Preliminary Report Order No. BU -220045-2 MV DESCRIPTION -'CONTINUED PARCEL VIII: - ' AN EASEMENT FOR PUBLIC SERVICES, SEWAGE. DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT H, AS SHOWN. ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF. THE COUNTY OF BUTTE, STATE OF CALIFORNIA,. ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. w , SITE PLAN REVIEW APPLICATION Date: l I AP# CSL V` 62-0 O 5-2 Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: Telephone No.: J% " 6 Z - 796, 2 Situs Address: Proposed Use: , Residential 99 New Single Family Residential ' ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ T Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition - Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: , Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ ' Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval R Site Mn Stamp pproved By i4 Date Z 2� Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: k • Flood Panel No.: 05 -? S -L Index Date: 6 - t ct iy ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------=------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 0 LAL C— ": fx Applicable Building Setbacks: 116 � � r'r �Q r6 SL ❑ Setbacks drawn on site Plan. [MI CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 2z Side 5-1 Side Street Rear I s i Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. [MI CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ ,Fire ❑ School* ❑ Parks/Recreation ❑ Roads Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other --------------------------------------------------------7---------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actuil fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No Deed of Reference: Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal 4 ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Man/Parcel Map: Map Date of Recording: 10•-`3t—q_e�1 Lot: vl ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 97- e°( s ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 r. ❑ W Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time ' of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 T 'o 0 BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES ^O'I�g� 10. c BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS BP 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 0 B OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPP�LICATION, Property Address .e - Cross Street t/74 A , C WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name e— &564LUA CkU e , 4 L-1 Kk Vi Address APPLICANT NAME Name r-- • _•'L Address City State Zp - Phone Fax E-mail APPLICANT SIGNATURE X '_-- For otfice'use onl : Zoning �j,(, Flood Zone SRA rYes D No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner C. Date Approved: nvFR F()R 4IJRMITTAL REQUIREMENTS EXPIRATION OF APPLICATION Applications for which a pemut has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be r wired. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING June 21, 2004 Tom Lewis P.O. Box 3929 Chico, CA 95927 Subject: Site Plan Review for Septic Clearance on APN 041-620-052 (Lot 44, Casa Del Rey, Phase 3) Dear Mr. Lewis, The Planning Division submitted your Erosion Control Plan for APN 041-620-052 located on Casa Sierra Vista to the Butte County Public Works for their review. Upon completion of the review, the Erosion Control Plan was approved. Your application has been sent back to Butte County Environmental Health for issuance of the Septic Permit Should you have any questions please feel free to call me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-6572 Sinceyely Yours, ph.W. Baker Planning Manager Cc: Butte County Department of Environmental Health Butte County Building Division 0 6,atte Count L A N D O F NATURAL WEALTH A N D BEAUTY PLANNING DIVISION :aS f a h DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 Turie ,$ 2004 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 Tom Lewis P.O. Box 3929 Chico, CA 95927 RE: Site PlanReview for APN 041-620-052 (Lot 44, Casa Del Rey, Phase 3) SM 152-87/89 Our office has reviewed your application for development of this parcel and is recommending approval, subject to conditions being met. Please note that there is a requirement for a grading plan prior to issuance of building permits. Exhibit `B" is a list of conditions related to this parcel. Conditions 1 through 9 are specific to your proposed development. Exhibit "C" are conditions related to approval of your parcel. Condition number 4 states that you will need to provide an erosion control plan. This must be done by a qualified engineer and submitted to our office in attention of Larry Painter prior to issuance of septic or building permits. Please review all enclosures to be sure that the information is correct, and that you have incorporated these requirements & conditions into the design of your project. Should you have any questions please feel free'to call me between the hours of 8:00 a.m. and 4:00•p.m. Monday through Friday at (530) 538-6572. Siner y, . C: J ph r Tanning Manager Attachments. Exhibit "A" (Site Plan Review) Exhibit `B" (Site Specific Conditions) Exhibit "C" (Subdivision Approval Conditions) Exhibit "D" (List of Architects -Civil Engineers) r Y-ETUKN TO CHICO EH TO LARRY PAINTER SITE PLAN REVIEW APPLICATION Date: AP# %1 Lif �� .;2 Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: 'n 112 Owners Address: Telephone No.: �O y� 7 0 �L E-mail: Situs Address: �U t/ �rt11 �c., Proposed Use:. Residential ® New Single Family Residential \. ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other III -Septic ❑ Agricultural Exempt Building ❑ Other: ❑ Single Family Remodel BUTTE COUNTY JUN 0 3 2004 DEVELOPMENT SERVICES ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well Agricultural Buffer Form ❑ Applicable ❑ N/A Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE 9F.dELOPMENT SERVICES INFORMATION (For Staff Use) nditionally Approved ❑ Resolve Problems Prior to Approval Eg-Site Plan Stamped Approved By I �;� �l( °LIk? QQ�/16 Date V �C Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: • - F-1 Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (Seea ac ed) o Flood Zone: Flood Panel No.: O'er SC_ Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) F-1NorthChico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone UJse Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: . P V D Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front -r- C) L Side :N3 Side Street Pear Lj Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Rdad ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement FJ . North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building pennit. Parcel Created By n Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 JV Subdivision Map/Parcel Map: Cfl9 f 1bSI � �%/ 7 - Map Date of Recording 1 D -3l -o j Lot: q9 ❑ Use Permit/Minor Use Permit Permit Number: Book: 52— Page: 8-7 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions Comply with the following Conditions of Approval: MLAttached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. ❑ n Page 4 of 5 SS 0 0.30 A .:.p4*4- LOT 4 12 ♦ %moi i /y icJ liJl Ji .!? 0.24 ACRES 3 � 4o44 34is • . 0 L(3 LOT 44 0.23 ACRES 17 . b,� 41 _ Woq 50M LOT 45 0+2 ACRES ..�.. .- —10 04-74'v .�., NOTES 1. LOT IMPROVEMENT AND DEVELOPMENT CAN OCCUR AT ANY LOCATION WITHIN ,THE CONFINES OF EACH OF THE INDIVIDUAL 56 RESIDENTIAL LOTS. 2. NO BUILDINGS OR STRUCTURES SHALL BE ALLOWED WITHIN THE COMMON AREA OF THE P.U.D., EXCEPTING THE RECREATION BUILDING AND STRUCTURES RELATED TO THE PARK AND RECREATION AREAS. 3. IF DURING CONSTRUCTION, ANY ARCHAEOLOGICAL REMAINS ARE DISCOVERED ON SITE, CONSTRUCTION SHALL CEASE AND A PROFESSIONAL ARCHAEOLOGIST SHALL BE CONSULTED AND A FULL EXAWNATION SHALL BE COMPLETED. 4. DEER MITIGATION FEES ARE TO BE PAID AT THE TIME OF OBTAINING BUILDING PERMITS IF SUCH FEES HAVE BEEN ADOPTED BY THE BUTTE COUNTY BOARD OF SUPERVISORS. 5. ALL FENCING ON THE PROPERTY SHALL BE CONSISTENT WITH THE DEPARTMENT OF FISH AND GAME STANDARDS FOR THE DEER FENCING. FISH AND GAME STANDARDS ARE NOT APPLICABLE TO THE RECREATION FACILITIES SUCH AS THE POOL, BALL FIELD AND TENNIS COURTS. SECURITY FENCING FOR THE RECREA710N VEHICLE PARKING AREA SHALL BE APPROVED BY THE DEPARTMENT OF FISH AND GAME. 6. ALL RESIDENCES SHALL REQUIRE A TWO CAR GARAGE AND THE DRIVEWAY SHALL BE UTILIZED AS TANDEM PARKING TO MEET THE PUD STANDARDS FOR OFF-STREET PARKING.' "7. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE It OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. 7 S. ALL FOUNDATIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE AUGUST 17, 2001 OGEOTECHNICAL INVESTIGATION FOR THE CASA DEL REY SUBDIVISION, RANEY GEOTECHNICAL JOB NO 011-786.01, ON FILE WITH THE BUILDING DIVISION OF DEVELOPMENT SERVICES. moo OD as* U4 9. PRIOR TO ISSUANCE OF BUILDING PERMITS THE APPLICANT SHALL PROVIDE FINAL GRADING PLANS AND IDENTIFY ANY -CUT OR FILL SLOPES THAT EXCEED 5 VERTICAL FEET IN HEIGHT. THESE SLOPES SHALL BE REVEGETATED IN COMPLETE PHASES AND VERIFIED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS FOR THE NEXT PHASE. THE FINAL 2 PHASES SHALL BE COMPLETELY REVEGETATED PRIOR TO ISSUANCE OF BUILDING PERMITS ON THE LAST PHASE OF THE PROJECT. 10. FIRE HYDRANTS SHALL BE PROVIDED PER COUNTY FIRE DEPARTMENT STANDARDS AND ALL NEW DWELLINGS SHALL MEET THE FIRE SAFE REGULATIONS OF PUBLIC RESOURCES CODE 4290. • L. tiaopt an Urainance rezoning to PUD, and approve a Tentative Subdivision Map, for property identified as AP 041-470-054, 055-310-007 and a portion of 041-080-025 (Robert Conway) subject to the following conditions and mitigation measures (m): PLANNING DIVISION CONDITIONS ..11 iZe,0 Prior to recordation of the Final Map: 4pp2,,c v�0�vt 4/ SJ 1. the map shall be revised to provide for a secondary access and new project access as illustrated in Exhibit A, dated 5/21/93 of the May 24, 1993 Staff Findings. 2. the following' items shall be submitted and approved by the Director of Development Services, or his/her designee: a. Delineate the park area and improvements; b. Site plan for the 1 acre multi-purpose facility identified as the "Lime Saddle Service District and Butte County Fire Department" on the map date stamped March 9, 1993; C. Details for landscaping and screening for .the R.V. storage area from Pentz Road; and d- CC&Rs shall be approved by the County and include a detailed plan for maintenance of open space , the park and recreation facilities, and other common areas. Sce R S�✓ a�da p o 337d G AvG- a�oo Com_ 3. the applicant shall identify the lot dimensions for each of the 56 lots. � N 4. the applicant shall provide specific locations for the erosion and sediment control facilities that are to be located on-site. This shall be approved by the Department of Public Works. (m) 5. the applicant shall provide a revegetation plan for all cut and fill slopes that exceed 5 vertical feet in height. This plan shall include a combination of trees, shrubs and ground cover. (m) Place the following notes on the Final Map or additional map sheets: V KIT Karv41 6. Lot improvements and development can occur at any location within the confines of each of the 56 individual residential lots. r i ' �- ,t.z N� �, No buildings or structures shall be aitoa ed stru acres related to the park and -4 3l3 PUD, excepting the recreation building recreation area. If during construction, any archaeological remains are discovered on-site, ¢ 6 g, '� `•.��� k; r �,� ` construction shall cease and a professional archaeologist shall be consulted C c,u�riSXvw� and a full examination shall be completed. I sEr a sc-t A Zf � ft no -development setback around each s %sp g- (m) So g ;e-tr Std 13 SSS 3 19. snow a 20 A f nrd 10. Deer mitigation fees are to be paid at -the time of obtaining building permits Board of Supervisors. (m) TC if such fees have been adopted by the Butte County "ta-,o� 4 s d�z 11. All fencing on the property shall be consistent with the Department of Fish C� ti�er� and Game standards for the deer fencing. (m s 3l� �c�ti .9 i4 s 12. Prior to issuance of Building Permits the applicant shall provide final grading ti�r�ra an vertical cut or fill slopes that exceed 5 vertical feet in plans and identify y 6r height. These slopes shall be revegetated in complete phases and verified y z IJ. -re Division prior to issuance of building pets for the next phase. s� 9 the Planning P etated prior to issuance o The final 2 phases shall be completely reveg .(m) building permits on the last phase of the project Prior to issuance of building pets for any unit the following shall be verified: garage � G azo{ 13_ � All residences shall require a �O c� and the driveway shall be ;J4-04 utilized as tandem parking to meet the PUD standards for off-street panting. he 14. A development impact fee for sheriff s facilities shall Coded pursuant to t nor to issuance N 9 Article II of the Butte County P sa 313 °Te provisions of Chapter 3,park. Said fee 7. of building permits or use permit in the case of the to of home application for the amount will be determined and calculated as of the PP building permit or use permit. Si4 313 The following items shall be completed prior to recordation of the Final Map: Uti i 4,1-3 per Fire Department standards and Nord 15. Fire hydrants shallh Prmoe tthe Fire Safe Regulations of Public Resources, 1 n all new dwellingssall •�� Code 4290. aK qro 1 I9`; 16. • m t� m rd - 17. �-Z321 � -2321 Provide utility easements per PG&E requirements. Submit road and drainage plans to -the Land Development Division for approval and install the required facilities. Provide 20 ft. radius property line returns at all street intersections. Indicate a 55 ft. building setback line from the centerline of Pentz Road. o a 20. Street signs shall be provided by the developer at all street intersections per P,�� County requirements. (Submit 5 alternate names for each street �ost OK, -17-01 K y 9.2 County address coordinator for approval of street names). ""m" 9 -r ? -� t :-23Zt t 60NoiL6 f VTI -9 d� - Z3 2-1 g -15-e 1 NSA _137-121. Construct full street section on interior streets to typical section shown on tentative map. Minimum structural section to be 2" AC and 8" AB, SC 250 7 wve0 prime, fog seal and 95% relative compaction. Submit design to Land "^ Development Division for a ation and other data P approval. "R" value determin may be required to support section design. 01c 22. Provide monumentation as required by the Department of Public Works in 9'27 °1 accordance with accepted standards. -23Z� 23. Street grades and other features shall comply with- the Butte aCdounty 'Ordinances, design resolution and other accepted engineg s. E -z3z P-4, Provide permanent solution for drainage including no increase in peak runoff. o4 x-25. 27. A114 �-Z32/ 28. C23Z1 dfA IJ1A 29. 30. rm A 9/2 CS 9-2S-o� © K 9-zS-a31. (D..< 32. )S- r1k6a 9 V7, Cr 1 9 -?,1- 0 All easements of record to be shown on the final map. Meet the requirements of the Butte County Fire Department or other responsible agency. Street lighting shall be provided in accordance with Butte County requirements, accepted design criteria, and recommendations of PG&E. If 7 the developer chooses to install the street lights and pay energy costs through the County Service Area (C.S.A.) he must complete the formation of the C.S.A.and submit a petition (to Dept. of Public Works) signed by 2/3 of the ,property owners requesting that they pay the lighting costs through the C.S.A. Provide circulation, the minimum being an emergency access road serving parcels such that not more than 20 parcels are served by cul-de-sac, construct to Butte County standard RS-8-LDI minimum. Provide 1 ft. no access strip on Pentz Road except at access roads. Meet the requirements of the utility companies (i.e., PG&E, Pacific Telephone, water, and sewer. M a Pay any delinquent taxes or current taxes as required. Developer shall provide all required traffic safety signs, including stop signs. Gia 33. Construct standard left turn lanes at each intersection of access road with &2_32.( Pentz Road. 34. Present configuration of access is unacceptable. Re -design intersection of 2321 Z- -23 z( northerly access road and Pentz Road to provide adequate area for storage o and turning movements. O-. New lot or parcel lines shall comply with setback requirements of applicable .,v', -,,(zoning and building ordinances. See condition 6. d 36 Deeds and pats shall be submitted -to the Department of Development TY, Services for checking and approval prior to recordation and shall contain the notes specified in the memo from Land Development dated July 9, 1993. 7 Provide documentation from a title company of the applicants choice verifying that any deed of trust affected is partially re -conveyed or modified to reflect `�,� y C. r!c �'1'.1 Ts� � J the boundary line adjustment and to prevent the creation of any additional lot 6611 ' �L7/y s or parcel. r�-Ec� if 6611�! C4 dv eo Prior to recording deeds, verify payment of taxes as specified in Government y Code Section 66492. �'P Prepare a plat showing approved boundary line modification. Record plat with deeds if one or more of original lots or parcels was created by map or shown on a record of survey. If a record of survey is prepared to show the boundary line modification, recording of a plat is not required. If a record of survey is prepared to show the boundary line modification, recording of a plat is not required. Deed Note (To be placed on any deed to effect boundary line modification) The purpose of this deed is to effect a boundary line modification as approved by the Butte County Development Review Committee on The above described lands are to be combined with and become a part of those lands as described in the deed to as filed for record in Butte County Official Records at (serial number ,) (Book Page ). No additional lots or parcels are created hereby. The scope of review of said boundary line modification was limited as specified in Government Code section 66412(d), and approval of it does not constitute assurance that future applications for building permits or other land use entitlements on the modified lots or parcels will be approved by the County of Butte. Plat Note (To be placed on any required Plat) This plat does not constitute a legal description of the lots or parcels depicted and does not show all easements of record on or affecting said lots or parcels. NOTE CONCERNING ALL COUNTY CONDMONS OF APPROVAL: "Minor changes may be approved administratively by the Directors of Environmental Health, Planning or Public Works upon receipt of a substantiated written request by the applicant and only as to those conditions or requirements recommended by their respective departments. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment." ENVIRONMENTAL HEALTH CONDITIONS The following items shall be completed prior to recordation of the Final Map: 41. Z V 3 Cl/ +rt 242. 27,G r 43. Provide community sewage collection, treatment and disposal facilities in compliance with California State Regional Water Quality Control Board, Code of Butte County, California Health and Safety Code, and other applicable codes and regulations governing the design, construction and operation of the facilities. Provide a homeowners association or other legal entity adequate to insure the operation, maintenance or repair of the sewage collection, treatment and disposal facilities. Meet the requirements of the California State Regional Water Quality control Board. 44. Provide a Community Water Supply System in compliance with the California State Safe Drinldng Water Act and County of Butte Requirements. Comply with any regulations that relate to new construction within an existing community services district. 45. If feasible provide for incorporation of the new water system into the Lime Saddle Community Service District (Del Oro Water Company). 46. Provide all necessary property, easements and access to construct and maintain the community water supply system including the mine shaft to be used as a water source. 47. Show sufficient land area available to the water purveyor for additional well site(s). 44. . 48. Show a one hundred foot sewage disposal setback from existing wells. 49. For the existing mobile home park parcel place a not on the map that states 'This parcel was created to accommodate existing development and is not approved for additional development to be served by septic tank systems". 50. Guarantee domestic water supply service to the mobile home park by inclusion of the park in the community water supply service. 51. The applicant shall also comply with all other applicable State and local statutes, ordinances, and regulations. Minor changes may be approved administratively by the Director of Development Services upon receipt of a substantiated written request by the applicant.. Prior to such approval, verification shall :be made by each Department or Division that the modification is.''.consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. Fiber Rolls SE -5 Objectives Description and Purpose A fiber roll consists of straw, flax, or other similar materials bound into a tight tubular roll. When fiber rolls are placed at the toe and on the face of slopes, they intercept runoff, reduce its flow velocity, release the runoff as sheet flow, and provide removal of sediment from the runoff. By interrupting the length of a slope, fiber rolls can also reduce erosion. Suitable Applications Fiber rolls may be suitable: EC Erosion Control J SE Sediment Control ✓ TC Tracking Control WE Wind Erosion Control NS Non-Stormwater Management Control WM Waste Management and Materials Pollution Control Legend: ✓ Primary Objective J Secondary Objective Targeted Constituents Sediment ✓ Nutrients Trash Metals Bacteria Oil and Grease Organics Potential Alternatives ■ Along the toe, top, face, and at grade breaks of exposed and SE -I Silt Fence erodible slopes to shorten slope length and spread runoff as SE -6 Gravel Bag Berm sheet flow SE -8 Sandbag Barrier ■ At the end of a downward slope where it transitions to a SE -9 Straw Bale Barrier steeper slope ■ Along the perimeter of a project ■ As check dams in unlined ditches ■ Down-slope of exposed soil areas ■ Around temporary stockpiles Limitations ■ Fibe; rolls are not effective unless trenched C A S Q A AStCalifornia ormwater Quality Association January 2003 California Stormwater BMP Handbook 1 of 4 Construction 4 Fiber Rolls SE -5 ■ If fiber.rolls are removed, collect and dispose of sediment accumulation, and fill and compact holes, trenches, depressions or any other ground disturbance to blend with adjacent ground. Costs Material costs for fiber rolls range from $20 = $30 per 25 ft roll. Inspection and Maintenance o Inspect BMPs prior to forecast rain, daily during extended rain events, after rain events, weekly during the rainy season, and at two-week intervals during the non -rainy season. n Repair or replace split, torn, unraveling, or slumping fiber rolls. • If the fiber roll is used as a sediment capture device, or as an erosion control device to maintain sheet flows, sediment that accumulates in the BMP must be periodically removed in order to maintain BMP effectiveness. Sediment should be removed when sediment accumulation reaches one-half the designated sediment storage depth, usually one-half the distance between the top of the fiber roll and the adjacent ground surface. Sediment removed during maintenance may be incorporated into earthwork on the site of disposed at an appropriate location. ® If fiber rolls are used for erosion control, such as in a mini check dam, sediment removal should not be required as long as the system continues to control the grade. Sediment control BMPs will likely be required in conjunction with this type of application. References Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), November 2000. January 2003 California Stormwater BMP Handbook 3 of 4 Construction www.cabmphandbooks.com SE -5 - Fiber Rolls y ct` y ���,,� ��,�,,1p� Note: Install fiber roll y along o level contour. 41 y -V III y IL y 1 y Fiber rolls �v yol ,..,..,� Vertical spacing , , ,, ;�,� III measured along the I of the slopey varies between Install a fiber ra,l near �0' and 20' i slope where it 'transitions \ I y into a steeper slope TYPICAL .FIBER, ROLL INSTALLATION N.T.S. slope variesi. cx EE N � N t Fiber roll 8" min E 3/4' x 3/4' wood stakes max 4' spacing ENTRENCHMENT DETAIL N.T.S. f 4 of 4 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com . Y . 10' MAX SPACING W/ WIRE SUPPORT FENCE. 6' MAX SPACING W/O WIRE SUPPORT FENCE ' EXTRA STRENGTH FILTER FABRIC NEEDED W/O WIRE MESH SUPPORT STEEL OR WOOD POST STEEL OR WOOD POST 36" HIGH MAX- 12" MIN Fu0'N SILT FENCE DETAIL NO SCALE PONDING HEIGHT FILTER FABRIC- ATTACH SECURELY TO UPSTREAM SIDE OF POST STRAW WADDLES OR BALES PROPERLY ANCHORED 4-- RUNOFF \--4" X 6" TRENCH W/ COMPACTED BACKFILL SILK' FENCE DETAIL NO SCALE GENERAL NOTES 1. 'ENCROACHMENT PERMIT REQUIRED FOR DRIVEWAY. 2. TEMPORARY SILT FENCE REQUIRED FOR ALL WORK THAT DISTURBS THE GROUND SURFACE. SILT FENCE AND WATTLES MAY BE REMOVED UPON COMPLETION OF WORK. AND ESTABLISHMENT OF LANDSCAPING. 3. CONTRACTOR TO ENSURE THAT NO DIRT OR OTHER MATERIALS ENTER SEASONAL WATERWAY. 4. ALL DISTURBED SURFACES SHALL BE SEEDED AND MULCHED WITH "QUICK" GROWING VEGETATION. VEGETATION MUST BE ESTABLISHED PRIOR TO REMOVAL OF BERM. SEEDED AND MULCHED AREAS SHALL BE PROTECTED WITH MULCH NETTING UNTIL GROWTH IS ESTABLISHED. 5: INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 6. REMOVE SILT WHEN DEPTH IS 1/2 THE HEIGHT OF WADDLE STRAW MULCH. 7.' REMOVED SEDIMENT SHALL BE 'DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 8. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. .ARCHITECTS Acquistapace, Joseph -derson,John :ademe (Patrick Cole) Bruno & Hawkins Gilmore, Stephen Griffith & Associates Heaton, Robert B. Hoiland, Ed January, James J. Lieberum, Paul McFarren, Gene Nichols, Melburg & Rosetto Norlie, Thomas Peitz, Greg Schleiger, Dave Slater, Robert L. Tarman, Thomas A. Thomson & Hendricks Ward, Lorrin ,Warner, Larry J. CIVffi ENGINEERS A & Q Engineering Anderson, Neil O. & Assoc., Inc. BBA Engineering Bachman & Associates Caprealian Eng & Surveying ,ulp & Tanner Dobbie, Dan FLT Engineering GDA Eng, Surveying & Planning Gilbert Engineering Griffith & Assoc. Henry Consulting (John Henry) January; James J. Kirk, Friedrich Lampe Engineering McGhie, Robert McMillan Engineers Mooney, Michael North Star Engineering Ringel & Assoc. ' Roberts, Charles Robertson & Dominick Rolls, Anderson & Rolls Roper, Laver Youngdahl & Associates MATERIALS TESTING Applied Testing Consultant MECHANICAL ENGINEERS Melas Engergy Engineering Michael Melas ARCHITECTS — CIVIL ENGINEERS ADDRESS 3012 Esplanade, Chico CA 95926 125 W. 3rd St., Chico CA 95928 1037 Park Ave., Chico CA 95926 20 Constitution Dr., Ste A, Chico CA 95973 48 Comanche Ct., Chico CA 95926 25 Main St., Ste C, Chico CA 95928 2044 Palm Ave., Chico CA 95926 1700 Greenhaven Ln., Chico, CA 95926 10293 Cohasset Rd., Chico CA 95926 1836 Salem Street, Chico, CA 95928 270 E. 4th St., Chico CA 95928 434 Broadway, Chico CA 95928 569 E. 18th St, Chico CA 95928 383 Rio Lindo Ave., Chico CA 95926 305 Wall St, Chico CA 95928 918 Bryant Ave., Chico CA 95926 290 Airpark Blvd., Chico CA 95926 60 Declaration Dr., Ste A, Chico CA 95926 341 W. 4th St, Chico CA 95928 6395 Columbine Rd., Magalia CA 95954 1280 E. 9th St, Chico CA 95928 22 Houston Ln., Lodi, CA 95240 PO Box 1576, Oroville, CA 95965-1576 13647 Garner Lane, Chico, CA 95973 1743 Mulberry St, Chico, CA 95928 55 Independence Cir, Ste 201, Chico CA 95926 20 Mayfair Dr., Chico CA 95926 5790 Clark Rd., Paradise CA 95969 220 Grand Ave., Oroville CA 95965 70 Declaration Drive, Ste 101, Chico CA 95973 25 Main St, Chico CA 95928 1430 Myers St, 'Oroville CA 95965 10293 Cohasset Rd., Chico CA 95926 241 W. 4th Ave., Chico CA 95926 5414 Nord Hwy, Chico CA 95926 60 Declaration Dr., Chico CA 95926 5D Madrone Avenue, Oroville CA 95966 SB Madrone Avenue, Oroville CA 95966 20 Declaration Dr., Chico CA 95926 331 Wall St., Chico CA 95928 1708 Salem St, Chico CA 95928 888 Manzanita Ct, Suite A, Chico, CA 95926 115 Yellowstone Dr.., Chico CA 95973-5811 1346 Longfellow Ave., Chico CA 95926 1234 Glenhaven Ct., El Dorado Hills CA 95762 5050 Cohasset Rd., Chico CA 95926 547 Uren St, Nevada City, CA 95959 11/15/00 PHONE 342-4136 891-4242 343-5709 895-1125 891-6495 343-4621 343-8038 343-4008 342-1386 342-5669/894-4035 894-3105 891-1710 894-7287 894-5719 891-8440 343-0765 891-3413 342-5669 342-4265 873-1729 893-0631 891-6304 534-1991 342-4136 891-6886 895-3518 345-4743 872-0254 533-2068 899-9503 343-4621 .533-1626 342-1386 345-7174 345-7402 891-0903 533-2940 533-2131 893-1600 343-5841 894-8801 894-3500 895-1422 342-2059 933-0633 891-6625 265-2492 R'1 x Y August 24, 2004 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Re: Plan Review: Address: Dear Mr. Vieira: Lewis SFD Casa Sierra Vista County of Butte- FINAL REVIEW Jurisdiction Application No.: 04-1782 LP2A Job No. 2040015-082 Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents: 1. Plans: Two (2) revised copies- Plan Sheets 1 through D3 (10 total sheets) Title/Cover Sheet dated 8/13/04 by Gary Hawkins. f 2. StructuralCalculations: Two (2) revised copies dated Aug. 17, 2004 by Gary Hawkins. 3. Title '24 Energy Compliance Documentation: Two (2) copies dated June 15, 2004 by Gary Hawkins. 4. Prefabricated Roof Truss Calculations: Two (2) copies dated May 10, 2004 by Longfellow Lumber Co., Inc. .The 2001 California Building, Mechanical, Electrica�l, Plumbing and Energy Codes were used as the i,'basis of our review. Please note there are no further comments. Therefore, we are recommending approval of the above noted items with the following conditions: All eaves must be enclosed, and three coat stucco must be used per CDF Fire Safe Requirements for walls within 15 feet of the property line. Enclosed for your use are the above referenced documents bearing the LP2A plan review stamps along with the applicant's response letter. Please let us know -if you have any questions. Thank you. Sincerely, LINHART PETERSEN POWERS ASSOCIATES Roger Peterson, S.E. Structural Engineer PK:ag Enclosures: 1111111 id rwi III I I - Bin 119 f:\butte county 015\butte county 2004\2040015-082-pc2.doc isLINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX (916) 725-8242 • Toll Free (877) 235-0653 r., Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR N 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile TO: ' FROM: TOM I SUBJECT: O 00 DATE: LP2A Scott Rutherford (530) 538-7160 srutherford cDbuttecounty.net Plans Transmittal For Review Per Contract 6/22/2004 Applicant: Lewis, Tom Permit 04-1782 Project Type: NSF/with Garage APN: 041-620-052 100% 70% Plan Check Fees $ 1,376.64 $ 963.65 $ 1,376.64 $ 963.65 LP2A Fee $ 963.65 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other Gary Hawkins ARCHITECT Aug. 13, 2004 Butte County Building Division 7 County Center Drive Oroville, Ca. 95965-3397 LP2A 7610 Auburn Blvd. Citrus Heights, Ca. 95610 RE: Tom Lewis Lot 44 Casa Del Rey Paradise, Ca.95969 Plan Check No.04-1782 2040015-082 AP # Summary of itemized corrections: Architectural) 1. See sheet,lp,for �,,�added 4a pl cable codeiriformation. revised" square footage numbers on sheet 1. 3r��'" See:.revsed�ro�if�..nlan_rfer....,ac7c3Pc3-,r'r�nfinc! ,...nnta�anr� 1370 RIDGEWOOD DR., STE.10 • CHICO, CA 95973 (530) 892-2700 • FAX (530) 8930532 • garyarch@email.msn.com Structural 4. See attached truss review letter. 5. See revised structuralcalculations for retaining wall calculations. 6. See.revised roof framing plan for correct beam size at sitting room. If you have any questions regarding this item, please do not hesitate to call this office. JS'4crely, aw ins Architect 4 r I i } 8 1 �. Job number 1, 04-033 DATE 6/16/04 Structural.Calculations for Tom Lewis Lot 44 Casa Del Rey RECEIVED AUG 17 2004 uWKKSAC M WM Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax HA.INh��� 0.. 18693 N� REN.��ct� OF CAL��O PLAN Pnorw 40n0r'MAL AU6 2 4 ?004 IIMNARTKILM)Ui iiLik.:-,i;;,;,; AlEs BUTTE COUNTY BUILDING DIVISION APPROVED. 1 1 PLAN Pnorw 40n0r'MAL AU6 2 4 ?004 IIMNARTKILM)Ui iiLik.:-,i;;,;,; AlEs BUTTE COUNTY BUILDING DIVISION APPROVED. : CALCDATA 11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 1997 UBC 2001 CBC Wind loading Basic wind speed 75 MPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load 16 PSF Floor live load 40 PSF Balcony live load: n/a PSF Soil data Allowable bearing: 1200 PSF LOADS 7:56 AM ------------------ ------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 6/16/04 -----------------------------------------------=------------------------ DESCRIPTION,>> ------------------------------------------------------------------------ ASSEMBLY >roof SLOPE > 5.00IN 12 > 22.62 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 22 1/2" PLYWOOD 1.50 1.50 39 2 X 6 - 2411- 1.10 1.10 39 2 X 6 -' 24" 1.10 1.10 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 13.70 USE: 14.00 PSF LL ------------------- - 16.00 PSF ------- TL ---------- -------- --------------------------- 30.00 PSF , ASSEMBLY >wall , SLOPE >' IN 12 > DEGREES NO. DESCRIPTION. UNIT•WT. PITCH? ADJ. WT. 88 ONE COAT.PLASTER 4.00 4.00 21 3/8" PLYWOOD 1.10 1.10 34 2 X 4 - 16" 1.10 1.10 57 INSULATION R13 :.70 .70 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 11.40 USE: 12.00 PSF LL F PSF -------------------=-----------------------7---------------------------- TL 12.00 PSF LOADS 7:56 AM. REV 8-13-92 LOAD SUMMARY MODULE 6/16/04 ------------------------------------------------------------------------ DESCRIPTION --------------------------------- --------------------------------------- ASSEMBLY, >floor SLOPE > IN.12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. '77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 38 2 X 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 ------------------------------------------------------------------------- DL 8.10 USE: 9.00 PSF LL 40.00 PSF --------------------------------------------------------------------- TL' 49.00 PSF ASSEMBLY, > SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. ------------------------------------------------------------------------ DL USE:. PSF LL PSF -------------------------------------------------- ------------------=--- TL PSF UNIFORM LOAD BEAM DESIGN: RB -01 DL roof = 0.017 Ksf LL roof = 0.016 Ksf Trib. Width of roof = 10.00 ft DL wall = 0.017 Ksf Trib. Width of wall= 4:00 ft DL floor = 0.010 Ksf LL floor = 0.040 Ksf Trib. Width of floor = 0.00 ft Uniform linear load (w)'= Trlb*(LL+DL) _ SPAN (S) _ 7.75 ft REACTIONS (RN) = w S*0.5 = Mmax (M) _ (w*S"2)18 = Fb= 1,300.00 Product of Adjustment factors= 1.25000 = Cd F'b= 1,625.00 F,= 85.00 Product of Adjustment factors= 1.00000 = F',-- 85.00 E= 1.60E+06 Product of Adjustment factors= 1.00000 = E'= 1,600,000.00 Areq'd. = 1.5'(RN/Fb)'1000 = Sreq'd. = (M'12000)/F'b = l q04-033 0.40 kif 1.58 Kips 1-2x TRIM 2.99 K -Ft 27.91 in."2 22.07 In.113 Ireq'd. LIVE; U360: (675'(w(live)*1000)'S^3)/F'= 31A2 In."4 LIVE & DEAD; U240: (450*(w(total)'1000)'S^3)/E' = 52.11 in."4 USE: w/ BM. WT: 6X8 DF#2: A=41.2511 S=51.56, 1=193.4 .10 #/FT MULTIPLE POINT LOAD BEAM DESIGN: PB -01 (AT REAR PATIO) TOTAL SPAN = 22.00 FT 1 1.00 P DE_A_ D LOAD(KIPA IIVE LOAD(KIPS( DIST FROM LEF, TRUSS K4B 0.014 0.014 2.08 1.00 TRUSS K4B 0.014 0.014 24.92 3.00 TRUSS K4A 0.098 0.090 112.59 5.00 TRUSS K4 0.223 0.406 96.55 7.00 TRUSS K3 0.241 0.223 101.06 9.00 TRUSS K3 0.241 0.223 85.10 11.00 TRUSS K2 0.213 0.196 I 13.00 TRUSS K1A 0.205 0.190 52.35 15.00 TRUSS KIA 0.205. 0.190 29.31 17.00 TRUSS K1 0.205 0.190 4.10 19.00 TRUSS H1 0.126 0.116 0.00 21.00 0.00 22.00 0.00 • 0.00 22.00 0.00 22.00 0.00 0.00 22.00 0.00 22.00 0.00 0.00 22.00 0.00 22.00 0.00 0.00 22.00 0.00 22.00 0.00 0.00 22.00 0.00 22.00 0.00 0.00 22.00 0.00 22.00 0.00 0.00 22.00 0.00 22.00 0.00 0.00 22.00 22.00 REACTION AT LEFT END 1.75REACTION AT RIGHT END RMAX- MMAX- FF,=Product of Adjustment factors= P,= F.,= Product of Adjustment factors= PP,=E= 1.60E-06 Product of Adjustment factors= F- Areq-d. - Sreq'd. Ireq'd.(IlveaLf360) Ireq'd.(I lve&deada Lf240) USE: 6X12 DF#2: 1.75 1.00 21.00 0.36 0.47 5.19 3.00 19.00 1.56 2.08 8.57 5.00 17.00 17.89 24.92 11.58 7.00 15.00 109.01 112.59 13.33 9.00 13.00 69.60 96.55 14.15 11.00 11.00 72.85 101.06 14.05. 9.00 13.00 61A 7 85.10 13.13 7.00 15.00 31.01 70.70 11.41 5.00 17.00 37.77 52.35 8.91 3.00 19.00 21.15 29.31 5.62 1.00 21.00 2.95 4.10 3.73 0.00 22.00 0.00 0.00 3.73 0.00 22.00 0.00 • 0.00 3.73 0.00 22.00 0.00 0.00 3.73 0.00 22.00 0.00 0.00 3.73 0.00 22.00 0.00 0.00 3.73 0.00 22.00 0.00 0.00 3.73 0.00 22.00 0.00 0.00 3.73 0.00 22.00 0.00 0.00 3.73 0.00 22.00 0.00 0.00 pi 2.23 2.23 2.2x TRIM 14.1 S 1,300.00 1.zs0000 cd 1,625.00 85.00 1.00000 85.00 � 1.00000 1,800,000.00 1.5•(RMAX/Fy1000 = 39.31 In.•2 (MMAX•12000)/Fb = 104.53 In.A3 443.32 in -4 579.23 InA4 W/ BM. WT.: A=63.25, S=121.2, 1=697.1 15.4 #/FT. pi r UNIFORM LOAD BEAM DESIGN: HDR -01 (HEADER AT 4 GARAGE DOOR) t{04-033 DL roof = 0.017 Ksf LL roof = 0.016 Ksf Trib. Width of roof = 5.00 ft DL wall = 0.017 Ksf Trib. Width of wall= 1.00 ft DL floor = 0.010 Ksf LL floor = t 0.040 Ksf Trib. Width of floor = 0.00 ft Uniform linear load (w) = Trib•(LL+DL) = 0.18 kii SPAN (S) = 16.50 ft REACTIONS (RN) = w'S'0.5 = 1.58 Kips 1-2x TRIM Mmax (M) _ (W"S"2)f8 = 6.19 K -Ft Fb= 875.00 Product of Adjustment factors= 1.25000 = Cd F'b= 1,093.75 Fv-- 95.00 Product of Adjustment factors= 1.00000 = F'„= 95.00 E= 1.30E+06 Product of Adjustment factors= 1.00000 = E'= 1,300,000.00 Areq'd. = 1.5-(RN/FV)-1000 =' 24.96 In."2 Sreq'd. _ (M-12000)/F'b = 67.95 in."3 Ireq'd. : LIVE; U360: (675-(w(live)-1000)-S^3)/E' = 186.60 In."4 LIVE & DEAD; U240: (450-(w(total)-.1000)-S^3)/E' = 283.00 in."4 USE: w/ BM. WT.: 4X DF -#2- A=39.38, S=73.83, 1=415.3 9.6 #/FT MULTIPLE POINT LOAD BEAM DESIGN: 9044M HDR -02 AT, (8' GARAGE DOOR) TOTAL SPAN = 8.50 FT P DEAD LOAD(KIP5 LIVE LOAD(KIPS) DIST FROM,LEFT END(FT) MMTIKffI aLJ b(FT) 1.70 1-2u TRIM I ILgD11 JACK TRUSS'S 0.104. 0.102 1.00 1.06 1.00 7.50 1.73 2.33 JACK TRUSSS 0.104 0.102 3.00 2.77 3.00 5.50 5.41 7.28 TRUSS Al 0.679 0.639 5.00 4.07 3.50 5.00 36.74 30.32 TRUSS A2 0.501 0.462 7.00 2.73 1.50 7.00 1284 17.84 Ireq'd.(Ilve->L1360) 36.72 in"4 8.50 0.29 0.00 8.50 0.00 0.00 4X10 CIM: A=32.38, S=49.91, 1=230.8 7.9 #/FT. 8.50 0.29 0.00 8.50 0.00 0.00 8.50 0.29 0.00 8.50 0.00 0.00 8.50 0.29 0.00 8.50 0.00 0.00 8.50 0.29 0.00 8.50 0.00- 0.00 8.50 0.29 0.00 8.50 0.00 0.00 8.50 0.29 0.00 8.50 0.00 0.00 8.50 0.29 0.00 8.50 0.00 0.00 8.50 0.29 0.00 8.50 0.00 0.00 8.50 0.29 0.00 8.50 0.00 0.00 8.50 0.29 0.00 8.50 0.00 0.00 8.50 0.29 0.00 8.50 0.00 0.00 8.50 0.29 0.00 8.50 0.00 0.00 8.50 0.29 0.00 8.50 0.00 0.00 8.50 0.29 0.00 8.50 0.00 0.00 8.50 0.29 0.00 8.50 0.00 0.00 REACTION AT LEFT END 1.08 REACTION AT RIGHT END a 1.70 RMAX - 1.70 1-2u TRIM MMAX - 4.07 Fn= - 875.00 Product of Adjustment factors= 1.250000 Cd Pp = 1.093.75 F, 95.00 + Product of Adjustment factors=. 1.00000 PIP 95.00 E= 1.30E+06 Product of Adjustment factors= 1,00000 E'= 1,300,000.00 Areq'd. - 1.5'(RMAX/Pv)'1000 = 26.82 In A2 Sreq'd. - (MMAX•12000)/Pb = ) 44.66 In ^3 Ireq'd.(Ilve->L1360) 36.72 in"4 Ireq'd.(Ilve&deadaL/240) 77.97 In•4 USE: W/ BM. WT.: 4X10 CIM: A=32.38, S=49.91, 1=230.8 7.9 #/FT. t q UNIFORM LOAD BEAM DESIGN- . HDR -03 (HEADER AT DINING ROOM) #04-033 DL roof = 0.017 Ksf LL roof = 0.016 Ksf Trib. Width of roof = 26.00 ft DL wall = 0.017 Ksf Trib. Width of wall= 5.00 ft DL floor = 0.010 Ksf LL floor = 0.040 Ksf Trib. Width of floor = 0.00 ft Uniform linear load (w) = Trib*(LL+DL) = 0.94 kif SPAN (S) = 6.50 ft REACTIONS ON) = W'S'0.5 = 3.09 Kips 2-2x TRIM Mmax (M) _ (w'S"2)!8 = 4.98 K -Ft Fb= 1,300.00 Product of Adjustment factors= 1.25000 = Cd F'b= 1,625.00 F�= 165.00 Product of Adjustment factors= 1.00000 = F'v 165.00 E= 1.60E+06 Product of Adjustment factors= 1.00000 = E'= 1,600,000.00 Areq'd. = 1.5'(RN/FV)'1000 = 28.10 in."2 Sreq'd. = (M'12000)/Fb = 36.78 In."3 Ireq'd. LIVE; U360: (675'(w(live)'1000)'S^3)/E' = 48.20 in."4 LIVE & DEAD; U240: (450'(w(total)'1000)'S^3)/E' = 72.84 In."4 USE: w/ BM. WE: 3 1/8" X 10.5' 24F -V4: A=32.81, S=, 57.42 1=301.5 8#/FT 1 1 1 1 1 1 1 1 i 1 1 1 i 1 1 1 1 1 1 UNIFORM LOAD BEAM DESIGN: HDR -04 (HEADER AT REAR BDRM 94) DL roof = LL roof = Trib. Width of roof = 'DL wall= Trib. Width of wall= DL floor = LL floor = Trib. Width of floor = Uniform linear load (w) = TrIV(LL+DL) = SPAN (S) REACTIONS (RN) = w"S*0.5 = Mmax (M) _ (WS"2)18 = 0.017 Ksf 0.016 Ksf 15.00 ft 0.017 Ksf 4.00 ft 0.010 Ksf 0.040 Ksf 0.00 ft 6.50 ft Fb= 875.00 Product of Adjustment factors= 1.25000 = Cd F'b= 1,093.75 Fv-- 95.00 Product of Adjustment factors= 1.00000 = F'r 95.00 E= 1.30E+06 Product of Adjustment factors= 1.00000 = E'= 1,300,000.00 Areq'd. = 1.5'(RN/F1r)'1000 = Sreq'd. = (M'12000)/F'b = Ireq'd. . #04-033 0.56 kif 1.86 Klps 1-2x TRIM 2.97 K -Ft 29.30 In.112 32.62 in.113 LIVE; U360: (675'(w(live)'1000)'S^3)/E' = 34.22 in."4 LIVE & DEAD; U240: (450*(w(total)*1000)'S113)/E' = 53.52 ln."4 USE: w/ BM. WE: •4X10 DF#2: A=32.38; S=49.91, 1=230.8 7.9 #/FT pi %0 MULTIPLE POINT LOAD BEAM DESIGN: 0.50 6.00 HDR -05 (AT REAR LVNG. RM.) TOTAL SPAN = 6.50 FT 2.50 4.00 22.42 P DEAD LOAD(KIPS LIVE LOAD(KIPS) DIST FROM LEI TRUSS K4 & WALL 1.057 0.847 0.00 0.50 TRUSS K4 & WALL 1.057 0.847 0.00 2.50 TRUSS K4 & WALL 1.057 0.847 0.00 4.50 TRUSS K4 & WALL 1.057 0.847 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00. 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 6.50 6.50 6.50 REACTION AT LEFT END = 3.55 REACTION AT RIGHT END 4.13 RMAX - 4,13 2-2x TRIM MMAX - 5.06 Fi= 2,400.00 Product of Adjustment factors= 1.250000 Cd Pb = 3,000.00 F 165.00 Product of Adjustment factors= 1.00000 F,= . 165.00 E= 1.60E+06 Product of Adjustment factors= 1.00000 E'= 1,600,000.00 1.77 0.50 6.00 3.91 5.85 5.06 2.50 4.00 22.42 33.59 4.53 2.00 4.50 19.35 29.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 8.50 0.00 0.00 0.20 0.00. 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 0.20 0.00 6.50 0.00 0.00 Areq'd. - 1.5'(RMAX/F v)•1000 = 37.56 1n.^2 Sreq'd. - (MMAX-12000)/Pb = 20.22 1n.43 In3q'4.(Ilve->Lf360) - 45.67 In^4 Ireq'd.(Iive&dead->Lf240) 68.44 In^4 USE : W1 BM. WT.: 51/8" X 7.5" 24F -V4: A=38.44, S=48.05, 1=180.2 9.3 #/FT. 1 11 /l MULTIPLE POINT LOAD BEAM DESIGN: !104.033 HDR -06 (AT REAR SITNG RM.) TOTAL SPAN = 6.50 FT TRUSS G2 0.736 0.680 0.00 0.00 0.00 6.50 0.00 0.00 TRUSS GI 1.015 0.937 2.00 3.17 2.00 4.50 21.40 29.73 3.5' ROOF 8 T WALL 0.280 0.120 4.00 2.44 2.50 4.00 3.16 7.06 3.6 ROOF 8 T WALL 0.280 0.120 6.00 0.91 0.50 6.00 0.55 1.23 F= 1,600,000.00 6.50 0.33 0.00 6:50 0.00 0.00 Ireq'd.(Ilve>Ll360) a 25.13 InA4 6.50 0.33 0.00 6.50 0.00 0.00 6X12 DF#2: A=63.25, S=121.2, 1=697.1 15.4 #/FT. 6.50 0.33 0.00 6.50 0.00 0.00 6.50 0.33 0.00 6.50 0.00 0.00 6.50 0.33 0.00 6.50 0.00 0.00 6.50 0.33 0.00 6.50 0.00 0.00 6.50 0.33 0.00 6.50 0.00 0.00 6.50 0.33 0.00 6.50 0.00 0.00 6.50 0.33 0.00 6.50 0.00 0.00 6.50 0.33 0.00 6.50 0.00 0.00 6.50 0.33 0.00 6.50 0.00 0.00 6.50 0.33 .0.00 6.50 0.00 0.00 6.50 0.33 0.00 6.50 0.00 0.00 6.50 0.33 0.00 6.50 0.00 0.00 6.50 0.33 0.00 6.50 0.00 0.00 6.50 0.33 0.00 6.50 0.00 0.00 REACTION AT LEFT END = 3.00 REACTION AT RIGHT END 1.27 RMAX a 3.00 2-2x TRIM MMAX - 3.17 Fn= 1,300.00 ' Product of Adjustment factors= 1.250000 Cd! Fo = 1,625.00 F'= 85.00 Product of Adjustment factors= 1.00000 Fr 85.00 E= 1.60E+06 Product of Adjustment factors= 1.00000 F= 1,600,000.00 Areq'd.. 1.5•(RMAX/Flv)•1000 = i 52.98 In ^2 Sreq'd. a (MMAX'12000)/Fb = 23.42 In ^3 Ireq'd.(Ilve>Ll360) a 25.13 InA4 Ireq'd.(IlveMead>L240) - 38.01 InA4 USE: W/ BM. WT.: 6X12 DF#2: A=63.25, S=121.2, 1=697.1 15.4 #/FT. 1 1 1 1 1 /Z 1 �3 MAXSPAN2 7:25 AM 11 Rev 9-28-93 Wood joists'- span capacity 6/15/04 --------------------------7---------------------------------------- Description »FLOOR JOPIST ------------LOADING DATA ----------- -------=----GENERAL DATA -----=------ Dead load > .010 ksf Load duration factor > 1.000 Live load > .040 ksf Joist spacing > 16.000 inches Total.load > .050 ksf Tributary load klf Repetitive (Y/N)?> Y > .067 ----------------------------------- Concentrated load> .000 kips ' Eq uniform load >-_000 klf ` ---------------- --- ---SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 5.500 inches Section modulus > 7.563 in"3 Area > 8.250 in -2 ' Moment of inertia > 20.797 --------------------------LUMBER,DESIGN in"4 VALUES -------------------------- Base values Species Grade Fb' Ft Fv Fc-- FcJJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.300 .(APPLY TO Fb) Size factor Cf > 1.300 (APPLY TO Ft) ' Size factor Cf Repetitive member factor Cr > 1.100 (APPLY TO Fc U-) > 1.150 Adjusted values Species Grade Fb Ft Fv Fc1 Fc -u E DFL NO2---------1308 748 95 625 1430 1600000 ----- ----------------------------- ----MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 9.946 feet ' Shear > 15.675 feet Total load deflection (L/240) > 10.351 feet 6TL > .518 inches Live load deflection (L/360) > 9.738 feet 6LL > .324 inches -------------------------CONCENTRATED LOAD CHECK------------------------ ' Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... ' V uniform DL V concentrated load > .000 kips kips > .000 V cap of joist > .523 kips <ok> % of allowable M uniform DL > .000 > ft -kips M max with load at midspan .000 > .000 ft -kips M cap of joist > .824 ft -kips <ok> ' o of allowable --- Deflection--- -Deflection--- > .000 Unifor Uniform DL deflection > .000 inches Concentrated load deflection Total load deflection > .000 inches > .000 in. L/ 0 11 MULTIPLE POINT LOAD BEAM DESIGN: 904.033 TYPICAL FLOOR GIRDER TOTAL SPAN = 5.34 FT 1.46 P DEAD LOADIKIPS LIVE LOAD(KIPS) DIST FROM LEFT_ENDIFT) MMT(K FTl aIFT) b(FT) LIU 1 L&DI UNIFORM F.J. TRIG. 0.138 0.44'1 0.00 0.00 0.00 5.34 0.00 0.00 UNIFORM F.J. TRIG. 0.138 0.447 1.34 1.18 1.34 4.00 7.10 8.19 95.00 UNIFORM F.J. TRIG. 0.138 0.447 2.67 1.57 2.67 2.87 10.59 9.23 UNIFORM F.J. TRIB. 0.138 0.447 3.99 1.18 1.35 3.99 7.15 6.24 Ireq'd.(Ilve&dead->U240) UNIFORM F.J. TRIG. 0.138 0.447' 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0:00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 REACTION AT LEFT END 1.46 REACTION AT RIGHT END = 1.46 RMAX - I AS ' MMAX . 1.57 Fb= ' 875.00 Product of Adjustment factors= 1.000000 Fb = 875.00 3 Fr- 95.00 Product of Adjustment factors= 1.00000 Fr 95.00 E= 1.30E+06 Product of Adjustment factors= 1.00000 E'= 1,300,000.00 Areq'd. 1.5'(RMAX/F'v)'1000= ' 23.09 In. -2 Sreq'd• (MMAX'12000)/F'b = 21.49 1n.A3 Ireq'd.(Iive>LrAW) 24.84 InA4 Ireq'd.(Ilve&dead->U240) 21.66 InA4 USE: 4X8 DF#2: A=25.36, S=30.66, 1=111.1 6.2 #/FT TYPICAL PIER FOOTING: i USE 1.57 SQFT X 12" DP ' 20"SQX12"DP UNIFORM LOAD BEAM DESIGN:' TYPICAL DECK JOIST DL roof = LL roof = Trib. Width of roof = DL wall = Trib. width of wall= DL floor = LL floor = Trib. width of floor = Uniform linear load (w) _ SPAN (S) REACTIONS (RN) _ Mmax (M) _ Fb= Product of Adjustment factors= F'b= Fv= Product of Adjustment factors= F'v= E= Product of Adjustment factors= E'= Areq'd. _ Sreq'd. _ Ireq'd.: live/360 live & dead /240 USE: n Trib*(LL+DL) _ 0.014 Ksf 0.016 Ksf 0.00 ft 0.008 Ksf 0.00 ft 0.012 Ksf 0.040 Ksf 1.33 ft 6.00 ft 904-033 0.069 kif w*S*0.5 = 0.215 Kips WS^2)/8 = 0.31 K -Ft 875.00 0.85000 = Cm 743.75 95.00 0.97000 = Cm 92.15 1.30E+06 0.90000 = Cm 1,170,000.00 1.5*(RN/F'v)*1000 = (M*12000)/F'b (675*(w(live)*1000)*S^3)/E' = (450*(w(total)*1000)*S^3)/E' = 2 x 6 DF#2: - A=8.25, S=7.56, 1=20.8 3.50 in."2 5.03 in.^3 6.65 in."4 5.76 in.^4 w/ BM. WT.: 2.3 #/FT MULTIPLE POINT LOAD BEAM DESIGN: TYPICAL DECK GIRDER _ SPAN = 5 34 FT 0.00 P DEAD,LOAD(KIPS LIVE LOAD(KIPS) DIST F_R UNIFORM F.J. TRIG. 0.110 0320 5.65 UNIFORM F.J. TRIB. 0.110 0 320 2.67 UNIFORM F.J. TRIB.' 0.110 0.320 3.99 UNIFORM F.J. TRIB. 0.110 0.3:'0 5.69 UNIFORM F.J. TRIG. 0.110 0.320 0.00 REACTION AT LEFT END REACTION AT RIGHT END RMAX - MMAX- Fb= Product of Adjustment factors= .. Fb = Fv= Product of Adjustment factors= F% -- E= Product of Adjustment factors= E'= Areq'd. Sreq'd. Ireq'd.(IIveaLl360) Ireq'd.(I Ive&dead-->Lf240) USE: 4X8 DF#2: r 1.08 1.07 1.08 1.15 875.00 0.850000 743.75 95.00 0.97000 92.15 1.30E+06 0.90000 1,170,000.00 1.5'(RMAX/ v)'1000 = (MMAX'12000)IRb = A=25.38, S=30.66, 1=111.1 TYPICAL PIER FOOTING: 1.35 SQFT X 12" DP , USE: 18"SQX12"DP r 000 0.00 0.00 5.34 0.00 0.00 1.34 0.80 1.34 4.00 5.65 5.06 2.67 1.15 2.67 2.67 8.42 7.54 3.99 0.87 1.35 3.99 5.69 5.09 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 5.34 0.00 0.00 Cm Cm Cm 17.50 In ^2 18.58 In ^3 18.76 InA4 17.69 InA4 6.2 #/FT /b 1' 1 1 1 1 f 1 1 1 1 -U( r .. 0 -�/%�✓z-off 7W10 ?96 j /ZV Cc,—� o slg� V-- o6 -Io Sfi£ 'IF-1hz-/a o �/�-0/,•/1G= /asp -7.,44z- 2= Ll, -Sl O k- A-��� �/r; �✓/,fir 4. (' DUAL FORCE CONTINUOUS FOOTING DESIGN (ALL UNITS IN KIPS, FEET) JOB # 04-033 F -A3-02 1, �L / y7 • JOB NAME: LEWIS Y '2 A049 I_ JINPUT: LOADS: LOCATION OF LOADS: HDR -02 P, = 1.73 DIST. FROM LEFT EDGE OF FOOT TO P,, L, = 1 T. A3 P2 = 5.018 DIST. BETWEEN LOADS, L2 = 1 qall = 1.2 TO FIND THE LENGTH OF THE COMBINED FOOTING: (WHERE "W" IS THE DIST. TO THE CENTROID OF THE FOOTING) W = Pz L2 / (Pl+P2) 0.74 (WHERE "L" IS THE TOTAL LENGTH OF THE FOOTING) L=2'(L,+W)= 3.49 TO FIND 1-3: L3=L-L,-L2= 1.49 TO FIND FOOTING WIDTH, B: B=A/L= 1.61 ' WHERE AREA, A = (P, + 132 / %11= USE: 3.5' LONG x 1.67' WIDE x 12" DEEP PAD FOOTING 411-a ✓ot DUAL FORCE CONTINUOUS FOOTING DESIGN (ALL UNITS IN KIPS, FEET) JOB # 04-033 F-06-10 TI . TZ JOB NAME: LEWIS INPUT: LOADS: LOCATION OF LOADS: HDR -06 P, = 2.97 DIST. FROM LEFT EDGE OF FOOT TO P1, Ll = 0.83 P.B.-01 P2 = 2.23 DIST. BETWEEN LOADS, L2 = 1.5 qall = 1.2 FIND THE LENGTH OF THE COMBINED FOOTING: (WHERE "W" IS THE DIST. TO THE CENTROID OF THE FOOTING) W = Pz L2 I (Pl+P2) = 0.64 (WHERE "L" IS THE TOTAL LENGTH OF THE FOOTING) L=2'(Ll +W)= 2.95 FIND L3: L3=L-Ll-L2= 0.62 FIND FOOTING WIDTH, B: B = AIL = 1.47 WHERE AREA, A = (Pl + P2) q.11 _ USE: Y LONG x 1.5' WIDE x 12" DEEP PAD FOOTING 4.33 t JOB NUMBER: 04-M JOB DESCRIPTION: LEWIS SEISMIC DESIGN VALUE SHEET Seismic Zone: 3 1 Soil Profile Type: S o 11 Importance Factor: 1 3.494 R: 5.5 9.551 HEIGHT OF BULD.(ft):. 33 3586 r 0.035 Steel Moment -Resisting frame C,= 0.02h` = 0.03 Rein -Concrete Moment -Resisting frame T= 0.275 0.02 All other buildings SEISMIC SHEAR, V: (DETERMINE V/1.4; FOR ALLOWABLE STRESS DESIGN) SHALL BE: V= (C„'I/R'T)'W/1.4 EON' 30-4 CBC wl Cr 0.54 set x = (C„'I/R''T)/1.4= 0.255 SHALL NOT EXCEED: V= 2.5'(Ca I/R)'W/1.4 EON. 30-5 CBC W/ C"= 0.36 set x = 2.5'(C; UR)/1.4= 0:117 SHALL NOT BE LESS THAN: V= 0.11'(C,'I)'W/1.4 EON. 30-6 CBC set x = 0.11'(Cs I)/1.4= 0.028 Controlling, x = 0.117 } To Lateral Caluculations sheet p CALCULATIONS NUMBERED LINES: p = 1.000 } To Lateral Calculations sheet LETTERED LINES: p = .1.000 } To Lateral Calculations sheet NUMBERED LINES; LINE # 1 Iw= 11 wall shear = 3.494 story shear= 9.551 As = 3586 r— 0.333 = 0.996 LINE # B Iw= 20 wall shear = 3.117 story shear= 7.034 As = 3586 r-- 0.222 = 0.492 LINE # 2 NV= 28 wall shear = 4.841 story shear= 9.551 As = 3586 r-- 0.181 = '0.155 LINE # C Iw= 34.5 wall shear = 3.918 story shear= 7.034 As = 3586 r- 0.161 = -0.069 UNE # 3 Iw= 6.5 wall shear = 1.216 story shear= 9.551 As = 3586 r-- 0.196 = 0.295 �'I JOB NUMER: 044M JOB DESCRIPTION: LEWIS a=C,C,q.1. WIND. DESIGN VALUES SHEET: Ewes": b mvmwm lector. 1 Bask wind speed: 75 nqh ch. 14.5 psl Roof pitch: 8 In 12 HT. OF STRUCTURE: 33 FT HT.: <O-15'> <20> <25P> <307> <40'> C,: 0.62 0.67 0.72 0.76 0.84 C,: PRIMARY FRAMES AND SYSTEMS WALLS: WINDWARD 0.8 $ 0.01 0.0078 0.0064 0.0088 0.0097 LEEWARD 0.5 0.0045 0.0049 0.0052 O.00SS 0.0061 WALL TOTAL: 0.0117 0.0126 0.0136 0.0143 0.0159 ROOFS: ' WIND PERPENDICULAR TO RIDGE LEEWARD ROOF OR FLAT ROOF 0.7 0.0063 0.0068 0.0073 0.0077 0.0085 WINDWARD ROOF: 2:12 SLOPE < 9:12 0.9 O.o081 0.0087 0.0094 0.0099 0.0110 2:12 SLOPE < 9:12 0.3 0.0027 0.0029 0.0031 0.0033 0.0037 ROOF TOTAL: 0.0090 0.0087 0.0104 0.0110 0.0122 WIND PARRALLEL TO RIDGE 6 FLAT ROOFS 0.7 0.0063 0.0068 0.0073 0.0077 0.0055 OUTPUT: PNM1 0.0159 PSF TO LAT. CALC.'S SHEET PRS 0.0122 , PSF 2S File >SHEARW 9:44 AM 6/16/04 REV. 6-17-99 Shearwall schedule --------=--------------------------------------------------------------- Description >> Common nails ------------------------------------------------------------------------ >> (Box nails) Mark Description HF DF 1' 3/8" cdx plywood with 8d nails .213 .260 at 611, 121 o.c. (.173) (.211) 2 3/8" cdx plywood with 8d nails .312 .380 at 411, 1211 o.c. (.253) (.308) 3 3/8" cdx plywood with 8d nails .402 .490 at 311,.12" o.c. (.326) (.397) 4 1/2" cdx plywood with 10d nails .254 .310 .at 611, 12" o.c. (.206) (.251) 5 1/211 cdx plywood with 10d nails .377 .460 at 411, 12" o.c. (.305) (.373) 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 12" o.c. (.399) (.486) 7 1/211 gyp bd with 5d nails wind .082 .100 at 7" o.c. edge & field. Unblocked seismic .041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 at 711 o.c. edge & field Unblocked seismic .047 .058 9 7/8" cement plaster over expanded metal .148 .180 or woven wire lath with no. 16 gage staples, (7/8" leg) at 611 o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611, 1211 o.c. 11 Simplex "Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples (7/16" crown. 1-1/4" legs) ' 3 JOB NUMBER: 04-033 JOB DESCRIPTION LEWIS LINE 1 TOT. SHEAR WALL L., T.L(upper)= 11 Ft TOT. SHEAR WALL L., T.L.(lovaer)= 21.5 Ft LOWER UPPER LATERAL CALCULATIONS WIND: LOWER UPPER PW 0.0158 ksf from Wind design values sheet PR 0.0122 ksf from Wind design values sheet DLR (roof)= LOWER UPPER 45.977 in. o.c. DLF (floor)= (Single) 2nd floor UPPER r AREA OF WALL, AW= 200 106 Ft12 AREA OF ROOF, AR= 0 134 Ft12 D.F-AW'WINAR'PR 6.477 3.311 kips SEISMIC: LOWER UPPER DLW (wall)= 0.017 ksf 35 LLR (rood: SNOW= 0 ksf (don't enter if 0.03 ksf OR LESS) DLR (roof)= 0.014 ksf 45.977 in. o.c. DLF (floor)= 0.01 ksf UPPER r "=C.F.fT.L. LOWER UPPER SILL NAILING: (Single) 112i° Floor) ' DOUG FIR="12'(0.142/KLF)'0.85" Total wall area for weight, (AW) = 483 552 FtA2 3.9 PROJECTED FLOOR"AREA, (AF)= 1190 0 FIA2 PROJECTED ROOF AREA, (AR)= 0 1465 :=112 12"- W=AR'(DLR+LLR/4)+AW'OLW+AF'DLF 50.005 29.894 kips 51.8 From Seismic Design Value sheet, x = 0.117 Where, V = x'W = 5.845 3.494 kips 5/8"- W/, p = 1.00 E a pV 5.845 3A94 kips LOWER UPPER CONTROLINO FORCE, C.F.e 6A77 3.494 kips A35: LOWER UPPER usable length. U.L. 35 35 PANEL I.D.: 3:HF,BOX 20.338 37.702 in. o.c. THEM-FIR:"=12'(0.45/(C.F./U.L../0.82/0.85))" DOUG-FIR:"=12'(0.45/(C.F./U.L../0.85)" 24.802 45.977 in. o.c. KIPSIFT: LOWER UPPER r "=C.F.fT.L. 0.301 0.318 SILL NAILING: N/A DOUG FIR="12'(0.142/KLF)'0.85" 4.8 4.6 in. o.c. HEM- FIR="12'(0.142/ KLF)'0.85'0.82" 3.9 3.7 in. o.c. j ANCHOR BOLTS: LOWER Doug Fir Hem Fir 12"- 33.5 27.4 in. o.c. 5/8"- 51.8 42.5 in. o.c. UPPER 1/2"- 31.7 26.0 in. o.c. 5/8"- 49.1 40.3 in. o.c. 36 IN. O.C. UPPER 18 IN. O.C. LOWER LOWER UPPER PANEL I.D.: 3:HF,BOX 3:HF,BOX KIPS/FT.: 0.326 0.326 3IN. O.C. UPPER NIA IN. O.C. LOWER 1/2"� @ 24" o.c. N/A N/A N/A r G`J .T�G� 69 r� IX K Y r�j• Z �. y9y"- 40. q O. /9 J 2 i ............ ie k Sv�G.o98r) _ ,gk n 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 JOB NUMBER: JOB DESCRIPTION LINE TOT. SHEAR WALL L, T.L(upper)= TOT. SHEAR WALL L, T.L.(Iwver)- 134-033 LEWIS 2 28 Ft 15.5 Ft LATERAL CALCULATIONS r WIND: 0 Fl^2 0 PW 0.0158, ksf from Wind design values sheet PR 0.0122 ksf from Wind design values sheet 1.000 LOWER UPPER 6.598 4.841 kips Sin le 2nd floor UPPER AREA OF WALL, AW= 139 138 Ft^2 AREA OF ROOF, AR= 0 344 Ft^2 D.F.=AW'PW+AR'PR 8.576 6.375 kips SEISMIC DLW (wall)= LLR (roof): SNOW= DLR (roof)= DLF (floor)= Total wall area for weight. (AW) _ PROJECTED FLOOR AREA, (AF)= PROJECTED ROOF AREA. (AR)= W=AR'(DLR+LLR/4)+AW"DLW+AF"C From Seismic Design Value sheet, x = Where, V = x"W = W/, p = E-pV� 0.017 ksf 0 ksf (don't enter if 0.03 ksf OR LESS) 0.014 ksf 0.01 ksf 1197 0 Fl^2 0 2077 Ft^2 56.45 .41.42 kips 0.117 23.040 in. o.c. 6.60 4.841298701 kips 1.000 56.488 in. o.c. 6.598 4.841 kips LOWER UPPER TROLINO FORCE, C.F.= 3.510 6.375 kips LATERAL SIZING A35: LOWER UPPER usable, length. U. L. 15 32 HEM-FIR:=12'(0.45/(C.F./U.L../0.82/0.85))" 16.084 18.893 in. o.c. 18 IN. O.C. UPPER DOUG-FIR:"=12'(0.45/(C.F./U.L../0.85))" 19.615 23.040 in. o.c. 12 IN. O.C. LOWER 56.488 in. o.c. N/A UPPER LOWER UPPER KIPS/FT: LOWER ' UPPER PANEL I.O.: 2;HF,BOX 2;HF,BOX "=C.F./T.L.- 0.226 0.228 KIPS/FT.: 0.253 0.253 SILL NAILING: DOUG FIR="12-(0.142/KLF)"0.85" 6.4 6.4 in. o.c. 5 IN. O.C. UPPER HEM- FIR="12"(0.142/KLF)"0.85.0.82" . 5.2 5.2 in. o.c. N/A IN. O.C. LOWER ANCHOR BOLTS: LOWER Doug Fir Hem Fir , 12"- 44.512 36.500 in. o.c. 1/2"� @ 36" o.c. 518% 68.887 56.488 in. o.c. N/A UPPER 12% 44.273 36.304 in. o.c. 1/2"o @ 36" o.c. 5/8"- 68.518 56.184 in. o.c. N/A Jun a uq-U-" LINE SUM OF MOMENT'S. 3 TENSION TIE SIZING 2 Total UPPER LEVEL: WALL 1 WALL 2 'WALL 3 WALL 4 WALL 5 WALL 6 lenath SPAN, S = 22.25 5.75 28 HEIGHT, H= 8 12 MOTw(S*W(C.FJT.L.)): 40.527 15.710 0.000 0.000 0.000 0.000 TRIB WIDTH/wall of roof(Ft) = 0 0 Additional resistant moment (K -FT) = 0 0 MR(KIP-FT) : 22.443 2:248 , 0.000 0.000 0.000 0.000 SUM OF.M■ (MOT -MR), M: 18.084 13.462 - 0.000 0.000 0.000 0.000 UPPER LEVEL OFFSET = 0.5 0.5 EFFECTIVE SPAN, E.S.= 21.75 5.25 0 0 0 0 M / E.S. (KIPS) 0.831 2.564 #DIV/0! #DIV/O! 9DIV/01 #DIV/01 USE: MSTC28 MSTC52 #DIV/01 #DIV/01 #DIV/01 #DIV/01 12-16d SINK 44-16d SINK #DIV/01 #DIV/01 #DIV/01 #DIV/01 OR OR/TOINV. #DIV/01 #DIV/01 #DIV/01 #DIV/01 LTT20B HTT16 #DIV/01 #DIV/01 #DIV/01 #DIV/01 10-16d SINK 18-16d SINK #DIV/01 #DIV/01 #DIV/01 #DIV/01 SSTB16 SSTB16 #DIV/01 #DIV/01 #DIV/01 9DIV/01 SSTB20. SSTB20 #DIV/01 #DIV/01 #DIV/01 #DIV/01 Total LOWER LEVEL: WALL 1 WALL 2 WALL 3 WALL 4 WALL 5 WALL 6 lenath SPAN, S = 15.5 15.5 HEIGHT, H= 6 MoAS'H'(C.FJT.L.)): 21.060 0.000 0.000 0.000 0.000 0.000 TRIB WIDTH/wall of floor (Ft) = 7 TRIB WIDTHAvall of wall(upper level) (FI) = 0 TRIB WIDTH/wall of roof (Ft) = 12 Additional resistant moment (K -FT) = 0 Mpt(KIP-PT): 27.228 0.000 0.000 0.000 0.000 0.000 SUM OF Me (Mm4W, M: -6.168 0.000 0.000 0.000 0.000 0.000 LOWER LEVEL OFFSET= 0.5 EFFECTIVE SPAN, E.S.= 15 0 0 0 0 0 M / E.S. (KIPS) _ -0.411 #DIV/0! #DIV/0! #DIV/0! #DIV/O! #DIV/01 USE: NONE #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/0I #DIV/01 111DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 ADD.NL FORCE(from upper level): 0.000 0.000 0.000 0.000 0.000 0.000 TOTAL FORCE: -0.411 #DIV/O! #DIV/0! #DIV/0! #DIV/0! #DIV/01 USE: NONE #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DfV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 �,���-vim Z t C2Z`�J�� v' � - /��, Dom ��� : � �9 Z, 4v yz 1. 5) 707 5-o k- M6 k -r. V 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JOB NUMBER: JOB DESCRIPTION LINE TOT. SHEAR WALL L, T.L.(upper)= TOT. SHEAR WALL L., T.L.(bwer)= 04-033 LEWIS 3 6.5 Ft 0 Ft t LATERAL CALCULATIONS WIND: PW 0.0158 ksf from Wind design values sheet PR 0.0122 ksf from Wind design values sheet LOWER UPPER (Single)(2nd floc AREA OF WALL, AW= 0 50 Ft12 AREA OF ROOF, AR= 0 55 Ft^2 D.F.=AWPW+AR'PR 1.4616 1.4616 kips (wall)= (root): SNOW= (roof)= (floor)= 1 Total wall area for weight, (AW) _ PROJECTED FLOOR AREA, (AF)= PROJECTED ROOF AREA, (AR)= W=AR'(DLR+LLR/4)+AW'DLW+AF'[ From Seismic Design Value sheet, x = Where, V = x'W = W/, p = E=pV= 0.017 kst 0 ksf Idon't enter if 0 .03 ksf OR LESS) 0.014 ksf 0.01 ksf LOWER UPPER (Single) (2v0 Floor) 0 220 Fl^2 0 0 Ft^2 0 476 Ft^2 10.404 10.404 kips 0.117 1.22 1.2 gdps 1.00 1.216 1.216 kips LOWER CONTROLING FORCE, C.F.= ? 6UPPER 2 I 462 kips ` / hrl�i� r 4 1 �iz�R�Cr�� NOCENCc ANCHOR BOLTS: LOWER LATERAL SIZING A35: LOWER . UPPER usable length, U.L. 0 22 HEM-FIR:"=12'(0.45/(C.F./U.L../0.82/0.85))" #DIV/01 56.7 in. o.c. DOUG-FIR:"=12'(0.4W(C.F./U.L../0.85))" #DIV/01 69.1 in. o.c. KIPSJFT: LOWER UPPER '=C.F./T.L. 9DIV/01 0.225 / SILL NAILING: DOUG FIR="12'(0.142/KLF)'0.85" #DIV/01 6.4 in. o.c. HEM- FIR="12'(0.142/KLF)40.85'0.82" #DIV/01 5.3 in. o.c. ANCHOR BOLTS: LOWER Doug Fir Hem Fir 1/2"- #DIV/01 #DIV/01 in. o.c. 5✓8"- #DIV/01 #DIV/01 in. o.c. UPPER 2;HF,BOX #DIV/01 1/2"- 44.8 36.8 in. o.c. 5v- 69.4 56.9 in. o.c. 48 IN. O.C. UPPER N/A IN. O.C. LOWER LOWER UPPER PANEL I.D.: N/A 2;HF,BOX #DIV/01 KIPS/FT.: 0.253 N/A IN. O.C. UPPER N/A IN. O.C. • LOWER N/A N/A 1/2"� @ 36" o.c. N/A 3 (SPAN, S = HEIGHT. H= MOTa(S* W(C. FJT. L. )): TRIB WIDTH/wall of roof(Ft) _ Additional resistant moment (K -FT) _ MR(KIP-FT) : SUM OF Ma (MOT -MR), M: UPPER LEVEL OFFSET = EFFECTIVE SPAN, E. S. IM I E.S. (KIPS) USE: S= T. H= [S*W(C.FJT.L.)): WIDTH/wall of Floor (Ft) _ WIDTH/wall of wall(upper level) (FI) _ WIDTH/wall of roof (Ft) _ - onal resistant moment (K -FT) _ SUM OF M- (MOTAW, M: LOWER LEVEL OFFSET = EFFECTIVE SPAN, E.S.= M I E.S. (KIPS) _ . FORCE from upper level): FORCE: #DN/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 0.000 0.000 0.000 0.000 0.000 0.000 #DIV101 #DIV/01 #DIV/01 #DIW01 #DIV/01 #DIV/01 s 0 ' 0 0 0 0 0 #DIV/0! #DIVIO! #DIVIO! #DIVIO! JU13 R Wi/J,) #DIV/01 #DIV101 SUM OF MOMENT'S. & TENSION TIE SIZING #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 Total WALL 1 WALL 2 WALL 3 WALL 4 WALL 5 WALL 6 lenoth 3.25 3.25 #DIV/01 #DIV/01 #DIV/01 #DIV/01 6.5 9 9 #DIV/01 #DIV/01 0.000 0.000 0.000 6.577 6.577 0.000 0.000 0.000 0.000 #DIVIO! 0 0 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 0 0 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 0.539 0.539 0.000 0.000 0.000 0.000 #DIV/01 6.039 6.039 0.000. 0.000 0.000 0.000 #DIV/01 0.5 0.5 #DIV/01 #DIV/01 2.75 2.75 0 0 0 0 2.196 2.196 #DIV/0! #DIVIO! #DIV/0! #DIVIO! MSTC40 MSTC40 #DIV/01 #DIV/01 #DIV/01 #DIV/01 36.16d SINK 36.16d SINK #DIV/01 #DIV/01 #DIV/01 #DIV/01 OR OR #DIV/01 #DIV/01 #DIV/01 #DIV/01 HTT16 HTT16 #DIV/01 #DIV/01 #DIV/01 #DIV/01 18-16d SINK 18-16d SINK #DIV/01 #DIV/01 #DIV/01 #DIV/01 SSTB16 SSTB16 #DIV101 #DIV/01 #DIV101 #DIV101 SSTB20 SSTB20 #DIV/01 #DIV/01 #DIV/01 #DIV/01 Total WALL 1 WALL 2 WALL 3 WALL 4 WALL 5 WALL 6 lenath 0 #DN/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 0.000 0.000 0.000 0.000 0.000 0.000 #DIV101 #DIV/01 #DIV/01 #DIW01 #DIV/01 #DIV/01 s 0 ' 0 0 0 0 0 #DIV/0! #DIVIO! #DIVIO! #DIVIO! #DIV/O! #DIVIO! #DIV/01 #DIV101 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 NDIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 0.000 0.000 0.000 0.000 0.000 0.000 #DIV/0! #DIV/0! #DIVIO! #DIVIO! #DIV/0! #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/0! #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DN/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 JOB NUMBER: JOB DESCRIPTION LINE TOT. SHEAR WALL L, T.L(upper)= TOT. SHEAR WALL L, T.L.(lower)- 04-033 LEWIS B 20 Ft 41.25 Ft LATERAL CALCULATIONS ' WIND: LOWER DLW (wall)= PW 0.0158 ksf from Wind design values sheet PIR 0.0122 ksf from Wind design values sheet 0.01 ksf LOWER, UPPER LOWER UPPER KIPWFT: (Single) 2nd floc Sin le (2i° Floor) AREA OF WALL, AW= 242 115 Ft12 AREA OF ROOF, AR= 0 181 Ft12 D.F.-AW-PW+AR-PR 7.857318 4.02549 kips SEISMIC: LOWER DLW (wall)= 0.017 ksf LLR (roof): SNOW= 0 ksf (don't enter if 0 .03 ksf OR LESS) DLR (roof)= 0.014 ksf I DLF (floor)= 0.01 ksf 23.4 LOWER UPPER KIPWFT: LOWER Sin le (2i° Floor) "=C.F./T.L. Total wail area for weight, (AW) = 483 390 Ft"2 SILL NAILING: PROJECTED FLOOR AREA, (AF)= 1299 0 FI"2 DOUG FIR="12"(0.142/KLF)"0.85" PROJECTED ROOF AREA, (AR)= 0 1431 R"2 HEM- FIR="12"(0.1421KLF)"0.85'0.82" W=AR"(DLR+LLR/4)+AW'DLW+AF"DLF 47.865 26.664 kips ANCHOR BOLTS - From Seismic Design Value sheet, x = 0.117 LOWER Where, V = x W = 5.59 3.116571429 kips 12"- w/, P = 1.00 5/8"- E a PV a 5.59461039 3.116571429 .kips UPPER LOWER UPPER CONTROLINO FORCE, C.F.a 7.857 4.025 kips A35: LOWER UPPER usable length, U.L. 40 40 HEM-FIR:"=12"(0.45/(C.F./U.L../0.82/0.85))" 19.2 37.4 in. o.c. DOUG-FIR:"=12'(0.45/(C.F./U.L../0.85))" 23.4 45.6 in. o.c. KIPWFT: LOWER UPPER "=C.F./T.L. 0.190 0.201 SILL NAILING: DOUG FIR="12"(0.142/KLF)"0.85" 7.6 7.2 in. o.c. HEM- FIR="12"(0.1421KLF)"0.85'0.82" 6.2 5.9 in. o.c. ANCHOR BOLTS - LOWER Doug Fir Hem Fir 12"- 52.9 43.4 in. o.c. 5/8"- 81.9 67.2 in. o.c. UPPER 1/2"- 50.1 41.1 -in. o.c. 5/8"- 77.5 63.6 in. o.c. 36IN.O.C. UPPER 18 IN. O.C. LOWER LOWER UPPER PANEL I.D.: 2,HF,BOX 2:HF,BOX KIPS/FT.: 0.253 0.253 6IN. O.C. UPPER N/A IN. O.C. LOWER 1/2"� c@ 36" o.c. N/A N/A N/A ;�74 B S= T. H= MOT-(S*W(C.FJT.L.)): TRIB WIDTH/wall of roof(Ft) _ Additional resistant moment (K -FT) _ MR(KIP-FT): SUM OF M- (MOT -MR), M: UPPER LEVEL OFFSET = EFFECTIVE SPAN, E.S.= M I E.S. (KIPS) _ SPAN, S = HEIGHT, H= "S'H'(C.FJT.L.)): TRIB WIDTH/wall of floor (Ft) _ TRIB WIDTH/wall of wall(upper level) (Ft) _ TRIB WIDTHAvall of roof (Ft) = Additional resistant moment (K -FT) _ MR(KIP-M: SUM OF Ma (Mme, M: LOWER LEVEL OFFSET = EFFECTIVE SPAN, ES.= M / E.S. (KIPS) _ FORCE(from upper level) FORCE: 1 S� Total WALL 1 WALL 2 WALL 3 WALL 4 WALL 5 WALL 6 length 16.25 3.75 20 9 9 29.438 6.793 0.000 0.000 0.000 0.000 1 6 0 0 14.699 1.111 0.000 0.000 0.000 0.000 14.737 5.682 0.000 0.000 0.000 0.000 0 0 16.25 3.75 0 0 0 0 0.907 1.515 #DIV/O! #DIV/0! #DIV/0! #DIVIO! MSTC28 MSTC40 #DIV/01 #DIV/01 #DIV/01 #DIV/01 12-16d SINK 28-16d SINK #DIV/01 #DIV/01 #DIV/01 #DIV/01 OR OR #DIV/01 #DIV/01 #DIV/01 #DIV/01 LTT20B HTT16 #DIV/01 #DIV/01 #DIV/01 #DIV/01 10.16d SINK 18-16d SINK #DIV/01 #DIV/01 #DIV/01 #DIV/01 SSTB16 SSTB16 #DIV/01 #DIV/01 #DIV/01 #DIV/01 SSTB20 SSTB20 #DIV/01 #DIV/01 #DIV/01 #DIV/01 Total WALL 1 WALL 2 WALL 3 WALL 4 WALL 5 WALL 6 lenath 25 16.25 41.25 9 9 42.858 27.858 0.000 0.000 9VALUEI 0.000 2 2 0 0 0 0 0 0 38.042 15.228 0.000 0.000 0VALUE1 0.000 6.816 12.630 0.000 0.000 #VALUEI 0.000 0.5 0.5 24.5 15.75 0 0 0 0 0.278 0.802. #DIV/O! #DIV/0! #VALUE! #DIV/0! LTT20B LTT20B #DIV/01 #DIV/01 #VALUEI #DIV/01 10-16d SINK 10.16d SINK #DIV/01 #DIV/01 #VALUEI #DIV/01 & EITHER 8 EITHER #DIV/01 #DIV/01 #VALUEI #DIV/01 SSTB16 SSTB16 #DIV/01 #DIV/01 #VALUEI #DIV/01 SSTB20 SSTB20 #DIV/01 #DIV/01 #VALUEI #DIV/01 16.25' WALL 0.907 0.000 0.000 0.000 0.000 0.000 1.185 0.802 #DIV/0! #DIV/0! #VALUE! #DIV/O! LTT20B LTT20B #DIV/01 #DIV/01 #VALUEI #DIV/01 10-16d SINK 10.16d SINK #DIV/01 #DIV/01 #VALUEI #DIV/01 & EITHER 8 EITHER #DIV/01 #DIV/01 #VALUEI #DIV/01 SSTB16 SSTB16 #DIV/01 #DIV/01 #VALUEI #DIV/01 SSTB20 SSTB20 #DIV/01 #DIV/01 #VALUEI #DIV/01 1 S� a . 005.1- Z�U-hw- ��Jclt ZS K-/tea) �5-K- - . ZS y" 0 2. / fa �- cq�� I.-- JOB NUMBER: 04-033 JOB DESCRIPTION LEWIS LINE C TOT. SHEAR WALL L, T.L.(upper)= 34.5 Ft TOT. SHEAR WALL L., T.L.(lower)= / 44.5 Ft LATERAL CALCULATIONS . WIND: L.UYvillm LA:/I:: 0 ksf PW 0.0158 ksf from Wind design values sheet PR 0.0122 ksf from Wind design values sheet LOWER UPPER Floor) 672 Single 2nd floor + 1280 AREA OF WALL, AW= 368 192 1`02 AREA OF ROOF, AR= 33.52 kips 0 299 Ft12 12 IN. O.C. D.F.=AW'PW+AR'PR. 6.749 12.509 6.682 kips 19.10317701 19.57737474 in. o.c. DLW (wall)= LLR (roof): SNOW= DLR (roof)= DLF (floor)= (Total wall area for weight, (AW) = PROJECTED FLOOR AREA, (AF)= PROJECTED ROOF AREA, (AR)= W=AR"(DLR+LLR/4)+AW'DLW+AF•l From Seismic Design Value sheet, x = Where, V = x"W = W/, p= E-pV� 0.017 ksf L.UYvillm LA:/I:: 0 ksf (don't enter if 0.03 ksf OR LESS) 0.014 -ksf i 0.01 ksf LOWER UPPER (Single) (2" Floor) 672 384 Ft12 LOWER UPPER 1280 0 Ft12 0 1928 FtA2 57.744 33.52 kips HEM-FIR:"=12"(0.45/(C.F./U.L../0.82/0.85))" 0.117 12 IN. O.C. UPPER 6.749 3.918 kips i 19.10317701 19.57737474 in. o.c. 1.00 LOWER 6.749 3.918 kips LOWER UPPER CONTROLINO FORCE, C.F.- 10.572' 6.9F kips L.UYvillm LA:/I:: 1 = i..' -AC' -!ii 1`1+l - IM LATERAL SIZING USE A35: LOWER UPPER usable length, U.L. 44 28.5 - HEM-FIR:"=12"(0.45/(C.F./U.L../0.82/0.85))" 15.66460515 16.05344729 in. o.c. 12 IN. O.C. UPPER DOUG-FIR:'=12'(0.45/(C.F./U.L../0.85))" 19.10317701 19.57737474 in. o.c. 1N. O.C. LOWER 1 LOWER UPPER KIPS/FT: LOWER UPPER PANEL I.D.: 2:HF,BOX 2:HF,BOX "=C.F./T.L. 0.238 0.194 KIPS/FT.: 0.253 0.253 SILL NAILING: DOUG FIR="12-(0.142/KLF)-0.85" 6.1 7.5 in. o.c. 6 IN. O.C. UPPER HEM-FIR="12'(0.142/KLF)'0.85'0.82" 5.0 6.1 in. o.c. N/A IN. O.C. LOWER ANCHOR BOLTS: LOWER , Doug Fir Hem Fir 1R"- 42.4 34.8 in. o.c. 1/2" � @ 32" o.c. 5/8"- 65.7 53.8 in. o.c. 1 N/A UPPER 12"- 52.0 42.7 in. o.c. 1/2"+ @ 32" o.c. 5l8"- 80.5 66.01. O.C. N/A JOB # 04-033 LINE 60.106 SUM OF MOMENTS. & TENSION TIE SIZING 13.185 0.000 0.000 C e TRIB WIDTHtwall of floor (Ft) = 0 0 0 SST816 SSTB16 #DIV/01 Total UPPER LEVEL: WALL 1 WALL 2 WALL 3 WALL 4 WALL 5 WALL 6 len SPAN,'S = 3 12.25, 19.25 Additional resistant moment (K -FT) = 34.5 HEIGHT, H= 8 12 10 MR(KIP- : 32.974 9.354 2.909 STRAP 3' WALL AT 8' HDR HT. 0.000 SUM OF M- (McT4Q. M: 27.132 22.659 10.276 MOT-(S*W(C.FJT.L.)): 4.648 28.471 37.283 0.000 0.000 0.000 TRIB WIDTH/wall of roof(Ft) = 0 0 0 11.75 8.75 0 0 Additional resistant moment (K -FT) = 0 0 0 1.174 #DIV/0! #DIVIO! #DIV/0! MR(KIP-FT) : 0:408 10.204 20.999 0.000 0.000 0.000 SUM OF Mm (MOT -MR), M: 4.240 18.267 16.285 0.000 0.000 0.000 UPPER LEVEL OFFSET = 0 0.5 0.5 EFFECTIVE SPAN, E.S.= 3 11.75 18.75 0 0 0 M / E.S. (KIPS) = 1.413 1.555 0.869 #DIV/O! #DIV/0! #DIV/0! USE: MSTC40 MSTC40 MSTC28 #DIV/01 #DIV/01 #DIW01 28-16d SINK 28-16d SINK 12-16d SINK #DIV/01 #DIV/01 #DIV/01 OR/TO OR OR #DIV/01 #DIV/01 #DIV/01 LTT20B HTT16 LTT20B #DIV/01 #DIV/01 #DIV/01 10-16d SINK 18.16d SINK 10.16d SINK #DIV/01 #DIV/01 #DIV/01 SSTB16 SSTB16 SSTB16 #DIV/01 #DIV/01 #DIV/01 SSTB20 SSTB20 SSTB20 #DIV/01 #DIV101 #DIV/01 Total LOWER LEVEL: WALL 1 WALL 2 WALL 3 WALL 4 WALL 5 WALL 6 lenuM SPAN, S = 23 12.25 9.25 44.5 HEIGHT, H= 11 11 6 "S'H'(C.FJT.L.)): 60.106 32.013 13.185 0.000 0.000 0.000 e TRIB WIDTHtwall of floor (Ft) = 0 0 0 SST816 SSTB16 #DIV/01 #DIV/01 TRIB WIDTH/wall of wall(upper level) (Ft) = 0 0 0 #DIV/01 #DIW01 TRIB WIDTH/wall of roof (Ft) = 0 0 0 Additional resistant moment (K -FT) = 0 0 0 MR(KIP- : 32.974 9.354 2.909 0.000 0.000 0.000 SUM OF M- (McT4Q. M: 27.132 22.659 10.276 0.000 0.000 0.000 LOWER LEVEL OFFSET = 0.5 0.5 0.5 EFFECTIVE SPAN, E.S.= 22.5 11.75 8.75 0 0 0 M / E.S. (KIPS) = 1.206 1.928 1.174 #DIV/0! #DIVIO! #DIV/0! USE: LTT20B HTT16 LTT20B #DIV/01 #DIV/01 #DIV/01 10-16d SINK 18-16d SINK 10-16d SINK #DIV/01 #DIV/01 #DIV/01 & EITHER 8 EITHER & EITHER #DIV/01 #DIV/01 #DIV/01 SSTB16 SST816 SSTB16 #DIV/01 #DIV/01 #DIV/01 SSTB20 SSTB20 SSTB20 #DIV101 #DIV/01 #DIW01 ADD.NL FORCE(froin upper level): 0.000 1.555 0.869 0.000 0.000 0.000 TOTAL FORCE: 1.206 3.483 2.043 #DIV/O! #DIV/0! #DIV/0! USE: LTT20B MTT28B HTT16 #DIV/01 #DIV/01 #DIV/01 10-16d SINK 24-16d SINK 18-16d SINK #DIVJ01 . #DIV/01 #DIV/01 & EITHER & EITHER & EITHER #DIV/01 #DIV/01 #DIV/01 SSTB16 SSTB20 SSTB16 #DIV/01 #DIV/01 #DIV101 SSTB20 SSTB24 SSTB20 #DIV/01 #DIV/01 #DIV/01 I I I I I I I I I 11 I 17(/f�p�u2 ��'� G�iw� 5 �-/��� G •G8Z � �? S � � p. int P/A 2 839' � (��'�G.za�y - ��'� m 04-033 LEWIS DECK LEDGER DESIGN AREA = 450 FT^2 W = 23.40 KIPS LOADS = 0.052 KSI V = 2.74 KIPS where V = (0.117)*W SHEAR DESIGN usable length = 12.00 FT LINEAR FORCE _ 0.23 K/FT w/ 16d sinkers @ 0.119 K/NAIL REQUIRED: 1.92 NAILS/FT. USE: (2) -16d SINK./FT. TENSION DESIGN usable length = 12 FT LINEAR FORCE = 0.228 K/FT is = (in.) 1.5 Fes = 2500 tm = (in.) 1.5 Fem = 2500 D = (in.) 3/8 KO = 1.25 Z = D*VFe5/2*K0 = 562.5 Z = D*tm*Fem/4*K0 = 281.25 <---- CONTROLS Cm = 0.75 Z'= 0.211 KIPS REQUIRED: 1 BOLTS/FT USE:' ' (2) - 3/8" BOLTS @ 24" o.c. r\ePfolny well Ci, t .-f-V 0.1 'r of � o uisQ/ coeC-efe wcdj —,e�- .030 V) o Ve"fc(e 5,0,-CAACAjV -TLt t ool i - � I foo-d0 .Iso �14 wax, ckec4}S q,o G'o f t .Si 12 - la - rg C7 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 LIO / , r Job; 10,0 8 Description; General data; Wall construction; Concrete Configuration; Cantilevered Lateral load type; soil pressure Backfill slope; No slope Allowable design stresses; Soil; Class of materials (CBC); 14 User defined; Allowable bearing pressure; Allowable 1.500 ksf 0.150 depth i "'11000 ,'� 0120 ksf ksf passive; ksflft 0250' Lateral sliding coefficient; 0.250 1?i __. _ �. . Soil weight; y 0,«1" . kcf Increase allowed for seismic/wind; Applied? No Concrete; Masonry; fc P25�Q0j;` ksi f" ksi ksi Fy 60 ksi FY r6O ksi FS 24.00 ksi ES K'��290000, < psi ES 29000Q0'0 psi m 28.235 Em 1125000 � Unit IN,0�900 T kcf n 25.78 �g01:35� weight050 Unit weight kcf . nput user defined wall thickness;RITY.- O:f inches L Mall data Cantilevered wall may use varying thickness segments Segment; (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to 0.150 6.000 3.000 3.750 2 2.000 to 0.150 6.000 3.000 3.750 3 0.000 to 0.000 0.000 0.000 Segment; b*d 2 M(ft-kips) 1 108.00 0.320 2 108.00 0.040 3 0.00 0.000 nput user defined wall thickness;RITY.- O:f inches Loading Wog Axial; L%MIMMMIq'�;. kipslft W�� Axial; ,. kips/ft Equivalent fluid pressure (EFP);i_0 0` kcf Sloping backfill surcharge; 0.000 kcf Design EFP; .0.030 kcf Surcharge; Distance Surcharge P(kips) Description. to wall(ft) height(ft) 3'00,0'4+ 0.000 feet u. ��v - �) . Input surcharge height; 0 QQO tr feet Summary of lateral loads acting on wall (Cantilevered wall); w jtrj at top of wall; 0.0000 klft w 1a1,,, at bottom of wall; 0.1200 klft wat bottom of footing; 0.1500 klft Additional concentrated load at top of wall; )°Q00 �� „ klft 0 Load type; I wind M qz Concrete stem design ' Load factor;�0y0,?� Segment 1. reinforcing: Factored design moment (M.);, 0.544 ft -kips Max. allowable'd'; 3.750 inches d (in) A, Vertical reinforcing; #4 bars • at 18 ' N inches o/c 3 000 0.131 in/ft Horizontal reinforcing; #4 bars • at; 7,13„� inches o/c 0.181 in/ft Temperature and shrinkage reinforcing; Vert. A, min. 0.108 inZ/ft M„ 1.67 ft -kips Horiz. A, min. 0.180 in/ft Check if wall is overreinforced, Pb 0.018 0.75pb 0.013 Amax. 0.481 inzlft Segment 2 reinfordnE Factored design moment (M,,); 0.068 ft -kips Max. allowable'd'; 3.750 inches d (in) A Vertical reinforcing; #4 bars • at I ".18 a inches o/c , `3Q00 .= 0.131 in/ft Horizontal reinforcing; #a bars at ;!113 , inches o/c 0.181 in/ft Temperature and shrinkage reinforcing; Vert. A. min. 0.108 int/ft M„ 1.674 ft -kips Horiz. A min. 0.180 inZ/ft Segment 3 reinforcing; Factored design moment (M,); 0.000 ft -kips Max. allowable'd'; 0.000 inches d (in) A, Vertical reinforcing; Horizontal reinforcing; None at None at . �w12 � inches o/c ..12s, inches o/c �Oz000' {( �.,, .� �,� 0.000 0.000 in/ft in/ft Temperature and shrinkage reinforcing; Vert. A min. 0.000 in/ft M„ 0.00 ft -kips Horiz. A, min. 0.000 inz/ft Check cantilevered walls to resist lateral forces when inadvertantly supported at top; M Max. 0.126 ft -kips Factored design moment (M,,); 0.214 ft -kips M max occurs at; 2.24 feet Segment 2 2 Vertical reinforcing; A 0.131 in'. d inches � Footing design; . Toe length; _ 9 . ; a, ,.w•a-,��a' Q?8-;QO;ra inches Safety factor; 1.969 Heel length; Total footing length (L);; 0.833 ,�QO feet inches 'Soil pressure; 1A44 ksf Footing depth; 21011 inches 3 , Overturning and soil pressure; Consider ftg depth for gross OTM and sliding ? Yes Design overturning moment (OTM); 0.6.25 ft-kips/ft Ignore footing weight when calculating soil pressure? Yes Check stability and soil pressure; w Arm DLRM WDL 0.000 kips 0.917 feet 0.000 ft -kips WLL 0.750 kips 0.917 feet 0.688 ft -kips Segment 1 0.150 kips 0.917 feet 0.138 ft -kips . Segment 2 0.150 kips' 0.917 feet 0.138 ft -kips ' Segment 3 0.000 kips 0.917 feet 0.000 ft -kips Soil 0.367 kips 1.583 feet 0.581 ft -kips Keyway 0.050 kips 1.500 feet 0.075 ft -kips Footing 0.300 kips 1.000 feet 0.300 ft -kips WDL 1.017 kips MDL min. 1.231 ft -kips WDL + WLL 1..767 kips MDL+Mu 1.918 ft -kips ' Check safety factor against overturning; MOL min./OTM 1.969, > 1.5 Ok! Eccentricity (e); 0.268 feet (A/2-( M-OTM/ W) U6; 0.333 feet 2.196 feet 13'U2 -el Resultant is within middle third of footing Allowed; Maximum soil pressure; 1.444 ksf 1.500 ksf ( Wtl/A +6'Wtl'e/A"2 ) Minimum soil pressure; 0.023 ksf 1.500 ksf A 1 Footing reinforcement; Heel design; Vertical reinforcin s�acin ; 18 inches o/c Heel length; 0.833 feet Reinforcing Na bars � at inches o/c d; 4r 8 0.0 inches S Load factor A, 0.065 in'/ft M„ 0.260 ft -kips 2.329 ft -kips . Toe design: - Toe length; 0.667 feet Reinforcing; #4 bars at 18 inches o/c d; ` � fg" Inches A, 0.131 in/ft Max. soil pressure 1.444 ksf At face of wall 1.005 ksf Load factor M,, 0.490 ft -kips 4.614 ft -kips Longitudinal footing reinforcement: A, required = Area' .002 A, min. 0.576 int `x3P-; 11 s MI6 ' Lateral sliding; ~ Rmomwa0 0.000 kips/ft Min. A, 0.000 in ' � Ruasea.ao 0.375 kips/ft None at f18#''t't inches o/c N/a Calculate WDL friction coefficient; Lateral sliding resistance; 0.254 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Limited to; 0.508 max (0.5'Wdl) Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? res 4 Lateral passive pressure provided; 0.075 kips/ft (Footing only) Net resistance provided by footing only; 0.329 kips/ft [Footing only] Concrete slab at base of wall ? Slab thickness; TWO00IN inches No Width of slab; 2;00feet Resistance provided.by slab; 0.000 'kips/ft Total resistance; 0.329 kips/ft Factor of safety; 0.878 No good! Shear key required! Shear key must provide additional; 0.233 Ykips lateral resistance Shear key provides; Calculate equivalent depth of key based on overburden; 0.239 kips lateral resistance Bearing pressure (p) / soil weight; Equivalent depth of shear key; 4.621 'feet [Maximum 151 Allowable passive pressure; 0.693 ksf [at bottom of footing] Allowable passive pressure;0.743 ksf [at bottom of key] Shear key depth; A 00 inches Shear key thickness; r, > :100 ter inches °inches Load factor MU 0.069 ft-kips7'$$ Reinforcing in key; #4 bars at 36 'inches o/c A, 0.065 in'/ft M. 1.74 ft -kips 11 s MI6 Wall framin Vertical reit Vertical #4 Horizontal i Vertical do, Vertical #4 Transverse (3)continu Cantilevered concrete retaining wall; 4 ft. retained height- Notes- Allowable eightNotes:Allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 0.75 kips/ft Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 0.00 kips 0 Job;U`28 " ' Description; 6 ft watgfr o'nt�ofwe ling:_'_ ;:� T, . General data; Wall construction; Concrete 1W " Configuration; Cantilevered Lateral load type; Soil pressure Backfill slope; No slope Allowable design stresses; Soil; Class of materials (CBC); 14 User defined; Allowable bearing pressure;, 1.500 ksf t�" '1ksf Allowable passive; 0.150 ksf/ft depth W Qs120: n ` ksf Lateral sliding coefficient; 0.250 Oa250 v , Soil weight; 010 kcf x Td Increase allowed for seismic/wind ; 1330# Applied? No Concrete; Masonry; Pc:2;500. ksi Pm 500 ksi Fy6o ksi Fy 6o ksi FS 24.00 ksi ES29a OOOONO `: psi ES L29000000i psi m 28.235 Em 1125000 X04900 n 25.78 Unit weight ' ",0150 kcf Unit weight F&L0135> kcf. Wall data . + 1 Cantilevered wall may use varying thickness segments Segment; (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000, to R 2 00 „ 0.150 6.boo F -I 3.000 3.750 2 2.000 to 0.300 6.000 3.000 3.750 3 0.000 to U04 0.000 0 0.000 0.000 Segment; b'd2 M(ft-kips) 1 108.00 1.080 2 108.00 0.320 3 0.00 0.000 iinput user defined wall thickness; ��!Uq,, inches •: i 50 Loading WDL Axial;Q 00 kips/ft WLL Axial; 0.750 kips/ft 0:,030, Equivalent fluid pressure (EFP); kcf Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) f1m3�0Q0 0.000 feet wM 0000 "`, feet Input surcharge height; Summary of lateral loads acting on wall (Cantilevered wall); w1a1e�, at top of wall; 0.0000 klft w at bottom of wall; 0.1800 klft w 1a18�� at bottom of footing; 0.2100 klft Additional concentrated load at top. of wall; k/ft Load type; Wind 1 Concrete stem design Load factor;x l X700 Factored design moment (M,); 0.544 ft -kips Segment 1 reinforcing; Factored design moment (M,); 1.836 ft -kips Max. allowable.:d'; 3.750 inches As d (in) As Vertical reinforcing; 9 #4 bars at 6 inches olc3;000: 0.147 in/ft Horizontal reinforcing; #4 bars • ' at s . 13` , inches o/c 2 0.181 in/ft Temperature and shrinkage reinforcing; inzlft Horizontal reinforcing; g #4 bars • � Vert. As min. 0.108 in/ft ! M, 1.87 ft -kips Horiz. As min. 0.180 in/ft inzlft Temperature and shrinkage reinforcing; Check if wall is overreinforced; Pb 0.018 0.75pb 0.013 Amax. 0.481 in/ft Segment 2 reinforcing; Factored design moment (M,); 0.544 ft -kips Max. allowable'd'; 3.750 inches d (in) As Vertical reinforcing; #4 bars at:` 16 inches o/c V r. :. 300 0.147 inzlft Horizontal reinforcing; g #4 bars • � at t 13:�� : inches o/c 0.181 inzlft Temperature and shrinkage reinforcing; Vert. As min. 0.108 in/ft Mn 1.870 ft -kips + Horiz. k min. 0.180 inzlft Segment 3 reinforcing; Factored design moment (Mu); h 0.000 ft -kips Max. allowable'd'; 0.000 inches d (in) AS Vertical reinforcing; None • at fi� 12 a. , inches o/c a"<���ass -•��_ 0 000 0.000 2 in Ift Horizontal reinforcing; None at n,12 inches olc 0.000 in/ft Temperature and shrinkage reinforcing; Vert. As min. 0.000 inzlft M,, 0.00 ft -kips Horiz. As min. 0.000 in/ft Check cantilevered walls to resist lateral forces when inadvertantly supported at top; M max. 0.126 ft -kips Factored design moment (M,,); 0.214 ft -kips M max occurs at; 3.36 feet Segment 2 Vertical reinforcing; AS . 0.147 in' d inches 2 51 1 t✓J t 1 1 1 t 1 1 Footing design; Toe length; : COQ ,_" inches Safety factor; . 1.869 Heel length; 1.167 feet Soil pressure; 1.464 ksf Total footing length (L);e�jr34"00..' inches Footing depth; `�12 OOt. inches Overturning and soil pressure; Consider ftg depth for gross OTM and sliding ? res Design overturning moment (OTM); 1.715 ft-kips/ft Ignore footing weight when calculating soil pressure? 1yes V Check stability and soil pressure; w Arm DLRM WpL 0.000 kips 1.417 feet 0.000 ft -kips WCL 0.750 kips 1.417 feet 1.063 ft -kips Segment 1 0.150 kips 1.417 feet 0.213 ft -kips Segment 2 0.300 kips 1.417 feet 0.425 ft -kips Segment 3 0.000 kips 1.417 feet 0.000 ft -kips Soil 0.770 kips 2.250 feet 1.733. ft -kips Keyway 0.100 kips 2.333 feet 0.233 ft -kips Footing 0.425 kips 1.417 feet 0.602 ft -kips WDL 1.745 kips MOL min. 3.205 ft -kips WDL + WLL 2.495 kips MOL+M« 4.268 ft -kips Check safety factor against overturning; Moi min./OTM 1.869 > 1.5 Ok! Eccentricity (e); 0.393 feet [A/24 M-OTM/ WJ U6; 0.472 feet L' ; 3.070 feet [3'U2 -e) Resultant is within middle third of footing Allowed; Maximum soil pressure; 1.464 ksf 1.500 ksf Minimum soil pressure; •0.003 ksf 1.500 ksf [ Wtl/A +6'Wtl'e/A"2 i 52, Footing reinforcement; Heel design: Vertical reinforcih spacin ; 16 inches o/c Heel length; 1.167 feet Reinforcing #4 bars at 32F inches o/c d;8:00 r inches Load factor - As 0.074 in'/ft M,, 0.764 ft -kips ::17 2.617 ft -kips Toe design; Toe length; 1.167 feet Reinforcing; #4 bars at 16 inches o/c d; &0 inches AS 0.147 in`/ft Max. soil pressure 1.464 ksf At face of wall 0.908 ksf Load factor M,, 1.479 ft -kips IIA, I " On 5.178 ft -kips Longitudinal footing reinforcement; As required = Area' .002 AS min. 0.816 ink5 #4 bars .. AS 0.980 in' Lateral sliding; Rro,ofwd - 0.000 kips/ft Min. AS 0.000 in` Roasecfwa0 0.735 kips/ft None at18r,; ; inches o/c N/a Calculate WOL * friction coefficient; Lateral sliding resistance; 0.436 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Limited to; 0.873 max (0.5'Wdl) Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? res • Lateral passive pressure provided; 0.075 kips/ft [Footing only) Net resistance provided by footing only; 0.511 kips/ft [Footing only) Concrete slab at base of wall ? No 0 Slab thickness; 4.000 inches Width of slab; 12:000;,4 feet Resistance provided by slab; 0.000 kips/ft Total resistance; 0.511 kips/ft Factor of safety; 0.696 No good! Shear key required! Shear key must provide additional; 0.591 kips lateral resistance Shear key provides; 0.593 kips lateral resistance Calculate equivalent depth of key based on overburden; Bearing pressure (p) / soil weight; Equivalent depth of shear key; 5.599 feet [Maximum 161 Allowable passive pressure; 0.840 ksf [at bottom of footing) Allowable passive pressure; 0.940 ksf [at bottom of key) Shear key depth; 800 ., k inches Shear key thickness; 2:00'k. inches d '¢,6:00 'inches Load factor M„ 0.342 ,ft -kips Reinforcing in key; #4 bars at 32 `inches o/c AS 0.074 in`/ft M„ 1.96 ft -kips Wall framing -see plans Lit", Vertical reinforcing; Vertical #4,bars at 16 in ofU FBI Horizontal #4 bars at 13 inches o C 6 ft' p4fll' R Retained height Vertical dowels; Ito Vertical #4 barsat 16 inches c gg Y. Nay 14" Transverse #4 bars at 32 incl es o/e­— NG "1211 Well -drained granular backfill, typical 6 in. thick concrete wall 3 in. C 240 min. lap — Perforated drain to (5) continuous #4 bars 4_12 34° Cantilev'ef'ed concrete retaining wall; 6 it. retained height Notes: ,; Allowable soil bearing capacity: Maximum imposed axial load,: 1.50 ksf 0.75 kips/ft Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: .0.00 kips CA C��cve�e wa�� des h cfj Cov,filoUe.✓tol _e�� o�vKC7 ce, o- - OvL(y S.. . � f wC4 w �1 0,cco reS -v2lhed S,,)opot &. fvell, panj = ZZ/Z(-0`1S)t (1/ZCOS�f(®Cv)=-8?0Klr Ak4,K. V�VIrG(e `SJ✓ CM�G►e = Z -D e 3ff' wc,41 r I i C e -J- �fS 3,0 ; S,o -7 ;9, o "7Z y�- bo k I C�jl t w" Job•1 i 0=028 Description; P3 ftwall aaragevpenmete���Y� General data; Wall construction; Concrete 7;I Configuration; canwevered Lateral load type; Soil pressure Backfill slope; No slope Allowable design stresses; Soil; Class of materials (CBC); 14 1 User defined; Allowable bearing pressure; 1.500 ksf 0.150 ksflftdepth ksf 1'000;- Ot120a,ksf Allowable passive; Lateral sliding coefficient; 0.250 �f0 250 Soil weight; for 110 � . kcf .,Increase tffij�;:330 Applied? No allowed seismiclwind; Concrete; Masonry; Pc2 50,0` ksi Pm 15U0ksi FY 60 ksi F 60 ksi FS 24.00 ksi ES k29g000.00 psi ES 29.000OOQ _psi m 28.235 E,, 1125000 00 n 25.78 Unit weight0 kcf mi Unit weight . 61 f t Wall data Cantilevered wall may use varying thickness segments Segment; (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to 8200 0.200 s.000 .4.000 5.688 2 2.000 to 3tOQ; 0.100 a.000 4.000 5.688 3 0.000 to ; 0`00 0.000 0 0.000 0.000 Segment; b'd2 M(ft-kips) 1 192.00 0.203 2 192.00 0.013 3 0.00 0.000 Input user defined wall thickness; inches OOQ Loading Wog Axial;0>00 , kips/ft WLL Axial; 0870 kips/ft Equivalent fluid pressure (EFP);0 30' ` kcf Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) Vehicle 3x000 0.505 feet 'Input surcharge height;� OOOw.,,: �i � feet Summary of lateral loads acting on wall (Cantilevered wall); w 1aterat at top of wall; 0.0152 k/ft w 1aterai at bottom of wall; 0.1052 k/ft w,atery at bottom of footing; 0.1352 k/ft Additional concentrated load at top of wall; , OOOUs N k/ft Load type; Wind Concrete stem design Load factor; 17,OOx Factored design moment (M.); Max. allowable'd'; 0.000 inches Vertical reinforcing; Segment 1 reinforcing; Factored design moment (M 0.345. ft -kips reinforcing; Max. allowable'd'; .5.688 inches MFMNoneHorizontal d (in) As Vertical reinforcing; Horizontal reinforcing; #s bars of #5 bars at in21ft 1,8 inches olc , inches o/c 1 � "Y+,rvG 4000 0.207 0.248 in/ft. in Ift Temperature and shrinkage reinforcing; forces when inadvertantly supported at top; M max. 0.126 ft -kips Factored design moment (M j: Vert. AS min. 0.144 in21ft M� 3.49 ft -kips Vertical reinforcing; As Horiz. As min. 0.240 inZlft d inches Check if wall is overreinforced; P6 0.018 0.75pb 0.013 Asmax. 0.641 in21ft Segment 2 reinforcing; Factored design moment (M,,);, 0.021 ft -kips Max. allowable'd'; 5.688 inches d (in) As Vertical reinforcing; #5 bars at inches olc OR,! 4000 0.207 in21ft . Horizontal reinforcing; #s bars at inches o/c 0.248 in21ft Temperature and shrinkage reinforcing; Vert. As min. 0.144 in2lft Mn 3.494 ft -kips Horiz. As min. 0.240 in21ft Segment 3 reinfOrCing; Factored design moment (M.); Max. allowable'd'; 0.000 inches Vertical reinforcing; None � at reinforcing; � at� MFMNoneHorizontal Temperature and shrinkage reinforcing; Vert. As min. 0.000 in21ft M, Horiz. As min. 0.000 in21ft Check cantilevered walls to resist lateral forces when inadvertantly supported at top; M max. 0.126 ft -kips Factored design moment (M j: 0.214 ft -kips M max occurs at; 1.68 feet Segment 1 Vertical reinforcing; As 0.207 int d inches 0.000 ft -kips d (in) As inches o/c ll'01 0000 0.000 in21ft inches o/c 0.000 in21ft 0.00 ft -kips 1 Footing design; Toe length;6.0-OAR,inches Safety factor; 2.037 Heel length; 0.667 'feet Soil pressure; 1.481 ksf ' Total footing length (L); Footing depth; W",22T.606W,inches 0 s inches ' Overturning and soil pressure; Consider ftg depth for gross OTM and sliding? yes • Design overturning moment (OTM); 0.441 ft-kips/ft ' Ignore footing weight when calculating soil pressure? yes Check stability and soil pressure; w Arm DLRM ' WOL 0.000 kips 0.833 feet 0.000 ft -kips WLL 0.870 kips 0.833 feet 0.725 ft -kips Segment 1 0.200 kips 0.833 feet 0.167 ft -kips Segment 2 0.100 kips 0.833 feet 0.083 ft -kips Segment 3 0.000 kips .. 0.833 feet 0.000 ft -kips Soil 0.220 kips 1.500 feet 0.330 ft -kips Keyway 0.050 kips 1.333 feet 0.067 ft -kips ' Footing 0.275 kips 0.917 feet 0.252 ft -kips WDL 0.845 kips MOL min. 0.899 ft -kips WDL+Wu 1.715 kips MOL+MLL 1.624 ft -kips ' -Check safety factor against overturning; MIX min./OTM 2.037 >. 1.5 Ok! Eccentricity (e); 0.227 feet [A/2{ M-OTM/ Vq U6; 0.306 feet ' L' ; 2.069 feet [3'U2 -e) ' Resultant is within middle third of footing Allowed; Maximum soil pressure; 1.481 ksf 1.500 ksf [ WtI/A +6'Wll'e/A"2 ) Minimum soil pressure; 0.090 ksf 1.500 ksf ■ Footing reinforcement; ' Heel design; Heel length; g 0.667 feet Vertical reinforcing. spa ; Reinforcing xs bared•.f; g � at 18 inches o/c g' 18 inches o/c d; ., �'0 =. inches Load factor AS 0.103 in`/ft MU 0.125 3.663 ft -kips ft -kips ; Toe design; Toe length; 0.500 feet Reinforcing; #5 bars at 18 inches o/c d; 8.:000, inches AS 0.207 in`Ift Max. soil pressure 1.481 ksf At face of wall 1.123 ksf Load factor 0.289 ft-kips1t7 4 On 7.214 ft -kips i' Longitudinal footing reinforcement: ` AS required =. Area .002 As min. 0.528 in` 2 '' ` #s bars • AS 0.620 in` . " 1 z k i I � r4. 63 Lateral sliding; k,o.fwan 0.000 kips/ft Min. AS 0.000 in` Rbaseefwau 0.301 kipslft l None at ,' w,7,18:incheso/c N/a Calculate WpL' friction coefficient; Lateral sliding resistance; 0.211 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000. kips/ft Limited to; 0.423 max (0.5'Wdl) Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? res Lateral passive pressure provided; 0.075 kipslft [Footing only] Net resistance provided by footing only; 0.286 kips/ft (Footing only] Concrete slab at base of wall ? No Slab thickness;4?000 - inches Width of slab; 1.2:000' feet Resistance provided by slab; 0.000 kipslft Total. resistance; 0.286 kips/ft Factor of safety; 0.952 No good! Shear key required! Shear key must provide additional; 0.165 kips lateral resistance Shear key provides; 0.218 kips lateral resistance Calculate equivalent depth of key based on overburden; Bearing pressure (p) I soil weight; Equivalent depth of shear key; 4.190 feet (Maximum 161 Allowable passive pressure; 0.629 ksf [at bottom of footing] Allowable passive pressure; 0.679 ksf (at bottom of key] Shear key depth; ,_'4:00 ` ` inches Shear key thickness; 1:00 °.t inches d inches Load factor M„ 0.063 ft -kips 17' Reinforcing in key; #5 bars at 36 inches o/c AS 0.103 in`Ift M„ 2.73 ft -kips i Wail framing - see plan Slab dowels; None at 18 inches o/c V V` Vertical reinforcin • g Vertical #5 barsat 18 inches /c a G '? 8 Horizontal #5 bars at 15 inch s o/ 3 ft, . Retained height 4 in. Of• `i:" o Vertical dowels; Vertical #5 barsat 18 inches / 6' ITransverse #5 bars at 36 inct es o/ ' k �^ NG 12"�' r 4.. ' (2) continuous #5 bars 22" Supported concrete'retaining wall 3 ft. retained height Notes: Allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 0.87 kips/ft Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 2.00 kips 4" conc. Slab - reinforce with with #3 at 18" o/c e.w. Well -drained granular backfill, typical thick Concrete wall 24" min. lap — Perforated drain to 12" �3. Job; 0,4 028 Description, 5ftwall,at#garage penmeterL^' Z �A 5�X General data; - Wall construction; Concrete Configuration; Cantilevered Lateral load type; Soil pressure Backfill slope; No slope Allowable design stresses; ' Soil; l . Class of materials (CBC); 14 • User defined; Allowable bearing pressure; 1.500 ksf ° 1000;1 ksf Allowable passive; 0.150 ksf/ft depth �012bk ksf Lateral sliding coefficient; 0.250 Oy25Q1 Soil weight;' 011YO" kcf Increase allowed for seismic/wind;'1330 Applied? No Concrete;Masonry; t'( " 2 500 ;x_: ksi fm 00.1 ksi FY 6o ksi FY- 160 1 ksi FS 24.00 ksi ES29000000 „ psi ESL29Q00000" . psi m 28.235 Em 1125000 Unit weight g Q'900`' . 0150s `' kcf n 25.78 Unit weight AU135� kcf �0 Wall data Cantilevered wall may use varying thickness segments Segment; (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to , '; 0.200 s;000 4.000 5.688 2 2.000 to ,200 5 Q0 `' 0.300 s!000 4.000 5.688 3 0.000 to :4.00 0.000 0 ' 0.000 0.000 Segment; b'd2 M(ft-kips) 1 192.00 0.814 2 192.00 0.20- a 0.00 0.000 Input user defined wall thickness; F. U!0 R inches i ' Loading , Wog Axial;0000 ' kips/ft ' WLL Axial; «0 0 E kipslft Equivalent fluid pressure (EFP);0 030,„ ,$, kcf Sloping backfill surcharge; 0.000 kcf 1 Design EFP; 0.030 kcf Surcharge;. Distance Surcharge P(kips) Description to wall(ft) height(ft) 2 000 Vehicle 3U, QOM �r.' 0.505 feet Input surcharge height; 0:000 feet Summary of lateral loads acting on wall (Cantilevered wall); w �ate�� at top of wall; 0.0152 klft W at bottom of wall; 0.1652 klft wat bottom of footing; 0.1952 klft Additional concentrated load at top of wall; s,..x �: Ui; -;. k/ft Load type; Wind n } e _ r • a Concrete' stem design Load factor, 1 0.000 ft -kips Segment 1 reinforcing; Factored design moment (M,,); 1.384 ft -kips Max. allowable'd'; Max. allowable'd'; 5.688 . inches d (in) AS Vertical reinforcing; #5 bars • at 1.8 '� inches olc�4000 Horizontal reinforcing; 0.207 in21ft Horizontal reinforcing; #s bars • at Iffl5' inches o/c 0.248 in2lft Temperature and shrinkage reinforcing; Vert. AS min. 0.144 int/ft Vert. As min. 0.144 in/ft M, 3.49 ft -kips Horiz. As min. 0.240 in2lft Factored design i moment (MU); Check if wall is oveneinforced; 0.000 inches Pb 0.018 0.75Pb 0.013 Amax. 0.641 in21ft 0.345 ft -kips d (in) As inches o/c ,1 0001 jol 0 ., 0.207 in/ft inches o/c 0.248 in/ft 3.494 ft -kips 1 0.000 ft -kips Segment 2 reinforcing; Factored design t moment (M,,); Max. allowable'd'; 5.688 inches Vertical reinforcing; #5 bars at x 18f1, Horizontal reinforcing; #s bars ' at Temperature and shrinkage reinforcing; Vert. AS min. 0.144 int/ft M, Horiz. AS min. 0.240 in/ft Segment 3 reinforcing; Factored design i moment (MU); Max. allowable'd'; 0.000 inches Vertical reinforcing; None at"124 Horizontal reinforcing; None at y 1 Temperature and shrinkage reinforcing; Vert. As min. 0.000 in/ft Mn Horiz. As min. 0.000 in21ft Check cantilevered walls to resist lateral forces when inadvertantly supported at top; M max. 0.526 ft -kips Factored design moment (M„ ); 0.894 ft -kips M max occurs at; 2.85 feet Segment 2 Vertical reinforcing; AS 0.207 int d inches 0.345 ft -kips d (in) As inches o/c ,1 0001 jol 0 ., 0.207 in/ft inches o/c 0.248 in/ft 3.494 ft -kips 0.00 ft -kips 2 E 1 0.000 ft -kips d (in) As r?0�r inches o/c l0`000 0.000 in2lft inches o/c 0.000 in21ft 0.00 ft -kips 2 E Footing design; Toe length; e12 00 inches Safety factor; 1.928 Heel length; 1.000 feet Soil pressure; 1.442 ksf Total footing length (L); : Nj R 00 ' inches Footing depth; '1;2 00, . inches Overturning and soil pressure; Consider ftg depth for gross OTM and sliding ? res • ' Design overturning moment (OTM); 1.353 ft-kips/ft Ignore footing weight when calculating soil pressure? res • Check stability and soil pressure; w Arm DLRM WpL 0.000 kips 1.333 feet 0.000 ft -kips WLR 0.870 kips 1.333 feet 1.160 ft -kips Segment 1 0.200 kips 1.333 feet 0.267 ft -kips Segment 2 0.300 kips 1.333 feet 0.400 ft -kips Segment 3 0.000 kips 1.333 feet 0.000 ft -kips Soil 0.550 kips 2.167 feet 1.192 ft -kips Keyway 0.100 kips 2.167 feet 0.217 ft -kips Footing 0.400 kips 1.333 feet 0.533 ft -kips WOL 1.550 kips MDL min. 2.608 ft -kips WoL+Wu 2.420 kips MDL+MLL 3.768 ft -kips Check safety factor against overturning; MDL min.lOTM 1.928 > 1.5 Oki Eccentricity (e); 0.335 feet (A/2{ M-OTM/ q U6; 0.444 feet U ; 2.995 feet (3'U2 -e) Resultant Is within middle third of footing Allowed; Maximum soil pressure; 1.442 ksf 1.500' ksf Minimum soil pressure; 0.073 . ksf s 1.500 ksf ( Wtl/A + 6'Wtl'e/A^2 ) (09 Footing reinforcement; Heel design: Vertical reinforcing spacing; 18 inches olc Heel length; 1.000 feet Reinforcing #5 bars at IMIE361.:x:'1 inches o/c d; .x`8400, . inches Load factor AS 0.103 in`/ft M„ 0.468 -ft-kips 3.663 ft -kips Toe design: Toe length; 1.000 feet Reinforcing; #5 bars at 18 inches o/c d;: S OQOs inches AS 0.207 in/ft Max. soil pressure 1.442 ksf At face of wall 0.960 ksf Load factor M„ 1.089 ft -kips On 7.214 ft -kips Longitudinal footing reinforcement: 1 k required = Area' .002 AS min. 0.768 in` � � - 3 '� : ns bars • Ag 0.930 in` Lateral sliding; Rt, f g 0.000 kips/ft Min. AS 0.000 in` Rb.af.au 0.631 kips/ft None at v1' 8`�' inches o/c N/a Calculate WDL * friction coefficient; Lateral sliding resistance; 0.388 kips/ft For class 5 soils; . ' Lateral sliding resistance ( 0.000 0.000 kipslft Limited to; 0.775 max (0.5'Wdl) Allowable lateral passive pressure " 0.150 ksf/ft depth Consider footing for passive resistance? res • Lateral passive pressure provided; 0.075 kips/ft [Footing only] Net resistance provided by footing only; 0.463 kips/ft [Footing only] Concrete slab at base of wall ? No • Slab thickness; Eff 4x000, inches Width of slab; feet Resistance provided by stab; 0.000 kips/ft Total resistance; 0.463 kips/ft Factor of safety; 0.733 No good! Shear key required! Shear key must provide additional; 0.484 kips lateral resistance Shear key provides;* 0.562 kips lateral resistance Calculate equivalent depth of key based on overburden; Bearing pressure (p) l soil weight; Equivalent depth of shear key; 5.284 feet [Maximum 161 Allowable passive pressure; 0.793 ksf [at bottom of footing] Allowable passive pressure; 0.893 ksf [at bottom of key] Shear key depth; ' 8.00 ` inches Shear key thickness;; 122 00 inches d 6 QO inches Load factor M" 0.325 ^ft -kips K •.1 Reinforcing in key; #5 bars at 36 inches o/c AS 0.103 i0ft M„ 2.73 ft -kips 1 a Wall framing - see plai Slab dowels; None at 18 inches o/c Vertical reinforcing: Vertical #5 barsat 18 inches /c— Horizontal #5 bars at 15 inch s o/c - 5 ft Retained height Vertical dowels; Vertical #5 barsat 18 inches /c- 12 Transverse #5 bars at 36 incl ies of NG 12" 8" (3) continuous #5 bars 32" Supported concrete retaining wall : 5 ft. retained height. Notes: _ Allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 0.87 kips/ft Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 2.00 kips 4" conc. Slab - reinforce with with #3 at 18" o/c e.w. Well -drained granular backfill, typical 8 inch thick Concrete wall 4 in. 24" min. lap — Perforated drain to 12" Job; r04 0 8' Description;1707w; fag gelperimete ti11311, �MIIII s General data; Wall construction; Concrete _n Configuration; Cantilevered Lateral load type; Soil pressure I -1 Backfill slope; No slope Allowable design stresses; Soil; Class of materials (CBC); 14 1 - User defined; Allowable bearing pressure; 1.500 ksf ksf Allowable passive; Lateral sliding coefficient; 0.150 ksflft depth 0.250 ksf V06 - Soil weight; Q; kcf Increase allowed for seismic/wind; ; �"1�330 , Applied? No Concrete; Masonry;, pc 2 50,OQ t . ksi Pm :1,ti500 ': .r ksi Fy 6o ksi a Fy 60 ksi FS 24.00 ksi ES f29001A 00! psi ES x29000 0 psi MI, 28.235 Em 1125000 "111100MI -14 � n 25.78 Unit weight kcf EN Unit weight �" 0:1j35! kcf a Wall data Cantilevered wall may use varying thickness segments Segment; (ft) (ft) Segment wa, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to 2OOC riga 0.200 s.000 4.000 5.688 2 3 .2.000 0.000 to to 700; 0.500 0.000 s.iioo 4.000 5.688 0 0.000 0.000 .Segment; b*02 M(ft-kips) 1 192.00 2.086 2 192.00 0.814 . 3 0.00 0.000 Input user defined wall thickness; 0.00;: inches ! Loading WDL Axial; WLL Axial; 't 0:000LL� :. kips/ft kips/ft ! —0 Equivalent fluid pressure (EFP); 0;03'`, ; kcf Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) c.;9"4Y Vehicle, NO; 00.0"x'` 0.505 feet ! Input surcharge height; ,.. 00X�::�� feet ! Summary of lateral loads acting on wall (Cantilevered wall); , W latera, attop of wall; 0.0152 klft W imm, at bottom of wall; , 0.2252 klft w,atera; at bottom of footing; 0.2552 k/ft ! Additional concentrated load at top of wall; 000 k/ft Load type; wind 1 1 I t Concrete stem design Load factor; r' 17Q0 Segment 1 reinforcing; Factored design moment (M j; 3.547 ft -kips Max. allowable'd'; 5.688 inches d (in) AS Vertical reinforcing; #s bars at X16, inches olc 005(), '� 0.233 inZlft Horizontal reinforcing; #5 bars • at. 15, inches o/c 0.248 in/ft Temperature and shrinkage reinforcing; Vert. AS min. 0.144 inl/ft M" 3.90 ft -kips Horiz. As min. 0.240 inZlft i Check if wall is overreinforced; Pb . 0.018 0.75Pb 0.013 Amax. 0.641 inZlft Segment 2 reinforcing Factored design moment (Mj; 1.384 ft -kips Max. allowable'd'; 5.688 inches d (in) As Vertical reinforcing; #5 bars • atMNI #5 bars inches o/c tv 40 �0 ' s Y' 0.233 inZlft 2 Horizontal reinforcing; � at t. inches o/c 0.248 in Ift Temperature and shrinkage reinforcing; Vert AS min. 0.144 in/ft. M, 3.899 ft -kips Horiz. As min. 0.240 in/ft Segment 3 reinforcing; Factored design moment (M�); 0.000 ft -kips Max. allowable'd'; , 0.000 inches d (in) As Vertical reinforcing; Horizontal reinforcing; None at None at NX. inches o/c inches o/c 0'00 0.000 0.000 inZlft } inZlft Temperature and shrinkage reinforcing; ; Vert. As min. 0.000 inZlft r M" 0.00 ft -kips Horiz. AS min. 0.000 inZlft Check cantilevered walls to resist lateral forces when inadvertantly supported at top; M max. 1.377 ft -kips Factored design moment (M j; 2.340 ft -kips M max occurs at; . 3.99 feet Segment, 2 2 Vertical reinforcing; AS 0.233 int d inches r r t Footing design; Toe length; ORO!" inches Safety factor; 2.438 Heel length; 2.000 feet Soil pressure; 1.499 ksf Total footing length (L); 8s' 48x00 t inches w :r Footing depth; 1:2 00' inches Overturning and soil pressure, Consider ftg depth for gross OTM and sliding ? res Design overturning moment (OTM); 3.045 ft-kips/ft Ignore footing weight when calculating soil pressure? Yes • Check stability and soil pressure; w Arm DLRM WDL 0.000 kips 1.667 feet 0.000 ft -kips WLL 0.870 kips 1.667 feet 1.450 ft -kips Segment 1 0.200 kips 1.667 feet 0.333 ft -kips Segment 2 0.500 kips 1.667 feet 0.833 ft -kips Segment 3 0.000 kips 1.667 feet 0.000 ft -kips Soil 1.540 kips 3.000 feet 4.620 ft -kips Keyway 0.125 kips 3.500 feet 0.438 ft -kips Footing 0.600 kips 2.000 feet 1.200 ft -kips WDL 2.965 kips MDL min. 7.424 ft -kips WDL+WLL 3.835 kips MDL+MLL 8.874 ft -kips Check safety factor against overturning; MDL min./OTM 2.438 • > 1.5 I Oki Eccentricity (e); 0.480 feet [A/24 M-OTM/ Wl 1-16; 0.667 feet L' ; 4.560 feet [3'U2 -el Resultant is within middle third of footing Allowed; Maximum soil pressure; 1.499 ksf 1.500 ksf Minimum soil pressure; 0.118 ksf 1:500 ksf . E [ Wtl/A + 6'Wtl'e/A^2 l in reinforcement; Foot g ti Heel design; Vertical reinforcin sacro ; 16 inches o/c Heel length; 2.000 feet Reinforcing #5 bars at KIU inches o/c d; " $AO`'I ,: inches Load factor AS 0.116 in`/ft M„ 2.618 ft -kips OMS 4.113 ft -kips y Toe design; r Toe length; 1.333 feet Reinforcing; #5 bars at 16 inches o/c d;°' 8?900 . inches AS 0.233 in/ft Max. soil pressure 1.499 ksf At face of wall 1.061 ksf - Load factor M,, 2.044 ft -kips #1 OM, 8.084 ft -kips ' Longitudinal footing reinforcement, - AS required = Area .002 AS min. ' 1.152 in`4rr #5 bars R AS 1.240 in' t I r 1 J Lateral sliding; . i. Rt, of wall - 0.000 kips/ft Min. AS 0.000 in` Rb.sed aM 1.081 kips/ftNone • at 18 inches o/c N/a I Calculate Woi' friction coefficient;, Lateral sliding resistance; 0.741 4s/ft ' For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Limited to; 1.483 max (0.5'Wdl) Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? [ve-• Lateral passive pressure provided; 0.075 kips/ft [Footing only] Net resistance provided by footing only; 0.816 kips/ft [Footing only] Concrete slab at base of wall ? No • Slab thickness;X4:00"0 * inches Width of slab; z12 000" feet Resistance provided by slab; 0.000 ;kips/ft Total resistance; 0.816 kips/ft Factor of safety; 0.755 No good! Shear key required! Shear key must provide additional; 0.806 kips lateral resistance Shear key provides; 0.894 kips lateral resistance Calculate equivalent depth of key based on overburden; Bearing pressure (p) / soil weight; Equivalent depth of shear key; 6.739 feet [Maximum 161 Allowable passive pressure; 1.011 'iksf [at bottom of footing] Allowable passive pressure; 1.136 ksf [at bottom of key] Shear key depth; - 1{00 inches Shearkey thickness; d Llinch0es fi OOHinches Load factor M" 0.646 ft-kips117 Reinforcing in key; #5 bars at 32 ,inches o/c AS 0.116 i0ft Mn 3.07 ift-kips 0 r i Wall framing - see plan Slab dowels; None at 18 inches o/c Vertical reinforcing: Vertical #5 barsat 16 inches /c h Horizontal #5 bars at 15 inch s.o/ ' fY 7 ft Retained height Vertical dowels;. Vertical #5 barsat 16 inches / r p Y n+i Fle �f Transverse #5 bars_ at 32 inc es of �9 NG C 12" '" Y '4 I r� d �.• A 10" (4) continuous #5 bars 48" ' Supported concrete retaining wall : 7 ft. retained height Notes: Allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 0.87 kips/ft Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 2.00 kips " 1• 1 4" conc. Slab - reinforce with with #3 at 18" o/c e.w. Well -drained granular backfill, typical 8 inch thick Concrete wall 4 in. 24" min. lap — Perforated drain to 12" Job;. gO228 Description;9°ftfwall atvgarage perimeter. �� , General data; Wall constriction; concrete n rConfiguration; Cantilevered e Lateral load type; Soil pressure Backfill slope; No slope Allowable design stresses; i Soil; Class of materials (CBC); 14 User defined; Allowable bearing pressure; 1.500 ksf ksf Allowable passive; 0.150 ksf/ft depth 012�0'y{ } ksf 4 Lateral sliding coefficient; 0.250 1 .T •-ng rS. Soil weight; Q0�110 w, kcf Increase allowed for seismic/wind; 1,330 .'.' Applied? No Concrete; Masonry; fc 5� 0 ksi f'm 1 0Agksi FY so ksi FY 60 ksi FS 24.00 ksi ES2900000.t).. psi ES �290t)t)000�j t psi m 28.235 Em 1125000 t) 900n n 25.78 Unit weight 0 50. kcf Unit weight 0.135 ' 3,t]kcf r 1 r r, i 1 y. ' Wall data Cantilevered wall may use varying thickness segments Segment; (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to 2 00 0.200 a.000 4.000 5.688 2 2.000 to y 900 0.700 s.000 4.000 5.688 3 0.000 to °Os00 '.' 0.000 0.000 0.000 Segment; b'd2 M(ft-kips) 1 192.00 4.259 2 192.00 2.086 3 0.00 0.000 y Input user defined wall thickness; 7 0100 ; , inches 1 1 1 1 f 1 1 1 i . Loading r Wog Axial;l'0 00" _ , kips/ft W �� Axial; �,, 0:870 ¢ - kips/ft Equivalent fluid pressure (EFP ; . kcf Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) 2::°0 Vehicle�` 3000 0.505 feet Input surcharge height; 0000 . `' feet " Summary of lateral loads acting on wall (Cantilevered wall); ' w 1a1 w at top of wall; 0.0152 k/ft wat bottom of wall; 0.2852 k/ft wat bottom of footing; 0.3152 k/ft ' Additional concentrated load at top of wall;' 0000. '� k/ft Load type; wind 1 - w Concrete stem desian F Load factor; 18700 Segment 1 reinforcing; Factored design moment (M,); 7.240 ft -kips Max. allowable'd'; 5.688 inches d (in)AkxgMl AS Vertical reinforcing; #5 bars at inches O/c Wk, 4'000 0.531 in21ft Horizontal reinforcing; - #s bars at 4," inches o/c 0.248 in/ft Temperature and shrinkage reinforcing; Vert. AS min. 0.144 in2lft Mr, 8.07 ft -kips Horiz. As mina 0.240 in2lft Check if wall is oveneinforced; Pb 0.018. 0.75pb 0.013 Amax. 0.641 in2lft Segment 2 reinforcing: Factored design moment (M,,);, 3.547 ft -kips Max. allowable'd'; 5.688 inches d (in) AS Vertical reinforcing; #5 bars at . inches olc �' ' 41000 0.266 in1ft Horizontal reinforcing; #5 bars at Ok"14 5;'" inches o/c 0.248 in21ft Temperature and shrinkage reinforcing; Vert. As min: 0.144 in/ft M" 4.409 ft -kips Horiz. As min. 0.240 in/ft Segment 3 reinforcing; Factored design moment (M,); 0.000 ft -kips Max. allowable'd'; 0.000 inches d (in) AS Vertical reinforcing; None at inches o/c kr0 000 ..; 0.000 in21ft Horizontal reinforcing; None at . ' . x1 inches o/c 0.000 in/ft Temperature and shrinkage reinforcing; Vert. As min. 0.000 in21ft M" 0.00 ft -kips Horiz. AS min. 0.000 in21ft Check cantilevered walls to resist lateral forces when inadvertantly supported at top; M max. 2.847 ft -kips Factored design moment, (M,,); 4.840 ft -kips M max occurs at; 5.13 feet Segment 2 2 Vertical reinforcing; As 0.266 int d inches r ' Footing design; Toe length; :4 Q0 inches Safety factor; 2.355 Heel length; 2.333 feet Soil pressure; 1.484 ksf Total footing length (L); : ., 60 OQ. inches Footing depth; 12109 inches , , ' Overturning and soil pressure; 4 Consider ftg depth for gross OTM and sliding ? res • Design overturning moment (OTM); 5.758 ft-kips/ft ' Ignore footing weight when calculating soil pressure? res Check stability and soil pressure; w Arm DLRM ' WOL 0.000 kips 2.333 feet 0.000 ft -kips WLL ' 0.870 kips 2.333 feet 2.030 ft -kips Segment 1 0.200 kips 2.333 feet 0.467 ft -kips Segment 2 0.700 kips , 2.333 feet 1.633 ft -kips i Segment 3 0.000 kips 2.333 feet 0.000 ft -kips Soil 2.310 kips 3.833 feet 8.855 ft -kips Keyway. 0.163 kips 4.500 feet 0.731 ft -kips Footing 0.750 kips 2.500 feet 1.875 ft -kips WOL 4.123 kips MDL min. 13.561 ft -kips WDL+WLL 4.993 kips MDL+MLL 15.591 ft -kips Check safety factor against overturning; MDL min./OTM 2.355 > 1.5 Ok! Eccentricity (e); 0.530 { feet [Al2-( M-OTM/ WJ ' U6; 0.833 feet L`; 5.909 feet [3'U2 -e) Resultant is within middle third of footing Allowed; Maximum soil pressure; 1.484 ksf 1.500 ksf ( Wtl/A + 6'Wtl'elA"2 ) Minimum soil pressure; 0.213 .ksf 1.500 ksf r f. ' Footing reinforcement; ' Heel design; Heel length; 2.333 feet Vertical reinforcin spacin ; Reinforcing 1 #5 bars at 7 J, Re iii -. ' inches o/c inches o/c d; 8 90; : inches Load factor AS 0.177 in`/ft M,, 4.582 ft-kips On 6.211 ft-kips . Toe design; Toe length; 2.000 feet Reinforcing; #5 bars at 7 inches o/c d; x$:000 inches Ag 0.531 in`/ft Max, soil pressure 1.484 ksf At face of wall 0.982 ksf Load factor M,, 4.476. ft-kis`d 7 -111 � On 17.636 ft-kips Longitudinal footing reinforcement, AS required = Area' .002{ AS min' 1.440 in` ; ��' 5 '; ns bars • AS 1.550 in` • r 1 ' Py 1 1 Lateral sliding; 1 ,fwj 0.000 kips/ft Min. AS 0.000 in 'Rt, Rnase,rwag 1.652 kipslft None . at ;,,184-` inches o/c Nla Calculate WoL' friction coefficient; Lateral sliding resistance; 1.031 kips/ft For class 5 soils; ` Lateral sliding resistance 0.000 0.000 kipslft Limited to; 2.061 max (0.5'Wdl) Allowable lateral passive.pressure 0.150 ksf/ft depth ' Consider footing for passive resistance? res • Lateral passive pressure provided; 0.075 kips/ft [Footing only] Net resistance provided by footing only; 1.106 kips/ft [Footing only] Concrete slab at base of wall ? No • Slab thickness;45000 Width of slab, 1:200 �. � inches feet Resistance provided by slab; 0.000 kips/ft Total resistance; 1.106 kips/ft Factor of safety; 0.669 No good! Shear key required! Shear key must provide additional; 1.372 kips lateral resistance Shear key provides; -kips lateral resistance ' Calculate equivalent depth of key based on overburden; Bearing pressure (p) / soil weight; Equivalent depth of shear key; 7.495 feet [Maximum 161 ' Allowable passive pressure; 1.124 ksf [at bottom of footing] Allowable passive pressure; 1.287 ksf [at bottom of key] Shear key depth; Shear inches key thickness; d`"6 y12 00 ; -Ft inches OQ ' inches Load factor M, 1.230 ft -kips $ ,"1�7,jl Reinforcing in key; #5 bars at 21 'inches olc AS 0.177 in`/ft ' Mn 4.62 ft -kips 1 1 Wall framing - see plan ' Slab dowels; None at 18 inches o/c — Vertical reinforcing: Vertical #5 barsat 14 inches /c Horizontal #5 liars at 15 inchi s o/c s� 9ft. ` Retained height t' t Vertical dowels; Vertical #5 barsat 7 inches o c y 'd 24" Transverse #5 bars at'21 inct ies o/ , r NG gra: 4 12" s *tsx f 13" (5) continuous #5 bars 60" ' Supported concrete retaining wall : 9 . ft. retained height Notes: Allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 0.87 kips/ft Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 2.00 kips J r 4" conc. Slab - reinforce with with #3 at 18" o/c e.w. Well -drained granular backfill, typical 8 inch thick Concrete wall 4 in. 24" min. lap — Perforated drain to 12" 6 r� _ NOTES �- -� � lib ✓ n�J ,led d (J v G ��424,14 RESIDENTIAL PERMITNO.— 041-620.052 Y T 04-1782 — LEWIS, TOM CASA SIERRA VISTA, PARADISE CONT: OWNER NEW SINGLE FAMILY SPECIAL CONDITIONS CHECKED r BY ��. SRA "} FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY r� USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I 1 OFFICE COPY Address 1 y91 �?SA Uf dy';; � i GAS Meter By Date ELECTRIC R f Meter By Date n /� i JOB FINALED (Date) ZO L2 % (� t Signature ��� o _.h,., ...1.. ..... .. 'k �. -C UNTYOF BUTTE ,' ' —' - .. • • . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE w t 5 DSI -( i y 2,2 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional avnlnn.tinn nl n.ec n fn f #k. I.. -......#....,..#...­.. Date /�— C/ Inspector 1C'A , REV 4/05 Phone # S3 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive . Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. A Dateb 5 Inspector Ile Kki e I 1 Le REV 2/05 Phone # COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER MIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street ; Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 ' ---CORRECTION NOTICE OWNER _ PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinancesexist at the above address and should be corrected. Please notice this office when correction of work is F, completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. n -4 "" i.� e'(li a �1 . Y I D8te ' REV 10/92 Inspector F) EM )f3illjV=G vw+rLR: It3tl �ai:ltsti:i : autom U=T=Nt - P 1 An instaution cattnW& is requtrbd to 15ta ooatad at the n WWkq may be used to meet these neat ftmonte. An al g1kneg sd� prier the atataanca o! the r>ornOt. TMs !stet: the GoldeStinessstpanes Qsmd bntlow aro tits a wl pg p ]nstsltod Hofs shst n0y and typo 8attq ittataitaed moat be eoulvataru or baser utstt tna oisptlattes# spaaTleC oh the C Campfilirtoe (CF•tR). Yitia ca (Criia equiv 4f1t).had be hep" WW signed by Via Pe+�+(t:1 Aetsrrtfittq.alrerett r41POn abStr for the Wpfiart= iru Watpon. L; tno urkb nad. v rag ort u+e at that mo aqulptttrartt Itatod in the caoagnrya thbove trty aignattue to the actual iPmOm iristatiad and at quiRmtaea Matto aaraaOft the rMkomarits of the A Warta. eghft c� stainear4!<, In addition, I have venhad that; Me equionesnt to sgiu"ant tow More atsdent than the awilo rtem speedlee$ cn thvG4 a of C ditionrs h ve veat0t2 , t d4rttnntlttate �anptiartce With alto Energy enty" utandwo fartatt:datttfal bttEtdhtga. NVACSYSTOR Wotet fiyttavnio bolter tnbmtaslva Is emarad-hRre. Water Nsathea 5yarama. Outer g1110410 of Combined trydroetic WW'I nort is Aetad larder Hoating ggwp. Cze t arttRed A anal Dient�tiatt Duct or Neeiine Load !leatl.� Type ttttrawte., ertut. Make 3 RAMj1 m Type and Pipping Datara Qvsr• &pooh, v hoes ert�nta. et0.1 octal Number A►frid� ata.f L&ft-lin R -Value ow >9tuh! Lfte gig 6-40—y" _hwtc,iAcrC 19ma 47 O� CJ a= abroad 601P. Catrtpr+eeaor Unit' Aedual Dtasrfbtelon Fpt�at;ar farut•. U4.I.j ifEielce► a !MNau!V -type and Plelat The build' awaiQn hW lass and design haat gain rate hug been aotermLtt♦d va�tp �thod the l nary nt y Qtandarda, and are two at tho a tail s wad tar aquipment sbft and sol in Soman ts0(is) of 9lgrtaaarra "'1f�"RW-gimor. 4'o $1!'� Eiatu 1 IVAC Strbontraa0t (Co. Namei yr Qene�rar Cartaacmtdr Cwn.r ". WA -M Ht.4T7NQ,SYST>iQi= Water lieattrtg USC can"fad gatedt E�taagyt Luernal system Type Ment Malmo b "Unk laacor or Tank tetorace er:a_ ate -1 Uft,4.t u......__ Input (kW cutaghv. falit"W"ut ..�.._._ t- !ser W"a a pas srorttga trend itwut a 73.0co stwhn, Naapta resataoa► am haat PumP wager hMeafi Gu fm rer tarvsyan .urate wata►httwtet* bate. utout .%iTi000 6hAM. tut Rare. trout, ;;W0Q rrV W..Ctanty ono Stane�my LCtas. For bstanelnrs0 �a watsrhaaWM. Y8t Raton Inaut ane Rt001'�ry Qli�EflCp. lar I tetantanaoar 6M&.ns water hMtat's, !tet aatao trout, FAUC.—, s b ZHIOWC t hE,aao9 AN t 24 taste Drat a, p neaas rtatattecf ata dtsttiO in the C,zMMIEtaon's Dirt=ry of Corntive jedu ; aRtl Showemeaas. Pursuant to -11W 2d, � 4. St+oataowr 2. Secmrt 1) 1, �ignsaarar' t3au =;;v-6ur�trortrlttett�h tc4;. Namat ori oanaacrcr or Ownar Trrrg 4sti'Yi'Ic:A� MUST M' P1tOVYUPD TO THM gam= D)EPA APPROVAL AN -6 A MU-ST SHAM OS �T ��� � '� BQiLDINC. MIOR 'Yb i']3tAL INSLY ON a; JANUARY 1993 ULATION CERTIFICATE Job Number: 5464 1. ROOF M • ateri.:::::::::: Brand Name:::::;;: _.... _. _.......... ................................................. i;;' "i';;;;i Thickness (inches): :....................... ......................................... 2. CEILING ....:::::::::::... ............. ........................ Batt or Blanket Type: :::::::::::Fiber ass :::::::::::::::: !; , Brand Name: Knauf' Thickness..........................1..2............................ Thermal Resistance (R Value): ` 38 .. Loose Fill Brand Name•. Minimum Installed Weight/ft :::::569:::: lb Minimum Thickness:: :1'3 inches Manufacturer's installed weight per'square foot to achieve Thermal Resistance (R -Value)::::::::::::: '3 3. EXTERIOR WALL Frame Type: ........................................................................ EN A. Cavity Insulation Material:: s I!bergt Brand Name:::....... ` Knauf `' Thickness (inches): a Thermal Resistance -Valu B. Exterior Foam Sheathing - - i'. ........................ Brand Thickness inches ( ) ........................................................ Thermal Resistance (R -Value): 6. • FOUNDATION WALL J=OK 0 = Not OK _ - = Not Applicable } • = Not Ready ' RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 2 g., Main; Soils -El 2t rnd,/'% /" Ftg. Depth 3JA., ., Garage; Soils -Steel -Elk. Grnd.-/ /" Ftg. Depth 4 , Porches & Decks; Soils -Steel-/ /" Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped 6a,oKbbld Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date PLU G (Permit) OK except #'s W Htr.: Vent -Access -Combustion Air Baffle 18- W i e; Test & Anchor -Nail Protection 1- . est Fittings & Anchor -Nail Protection i -6-6r f . Shower Pan; Test, First Floor -Tub Access 21. Tes & Shower, Second Floor -Tub Access 22,45as Pipe: Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECT L (Permit) OK except #'s 241Fix e& Transformer Clearance -Ins. Protection 25.-'Elec. -Resatacles SDacina-Liahts & Switches at Doors 26z�Boxes & No. of Conductors Stapled 2 omsxinstalled Close to Edae of Studs & C.J. 28e-V_qui Ground made up w/Mech Fasteners -Bond Gas & Water A iance Circuits in Kitchen & Conductor Size GFI 3 ubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al In fa'ted Neutral 0 Yes ❑ No ce-Riser Conductors & Ground Main Disconnect E - Clearances Panels-Motors-Mech. Equip. Clot es Closet Light -Shower Light -Spa Light .__Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECH CAL (Permit) OK except #'s 3 A.0 cts Insulation & Support 3. ent an, Exhaust above insulation 3 ondensate Drain & Overflow, Size & Grade 3 r e -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4 *tic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA G (Permit) OK except #'s 41'#g'Proper Materials & Anchors 41' Vy Studs -Nailing Spacing & Braces -Plates -Sound . ging Walls over Girders & Floor Nailing Stop in Walls (rat proof) Fir�tops, Furred Ceilings -Stairs -Chasers -Tubs 46 eaders & Beams -Size & Bearing Date 48'.C4Pg'Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 4WIFOplace Ties or Type A Flue -Fireplace Throat Clearance ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 5t'.-13SWt1 Windows or Exiting Doors -Sill F.1 .-& Dimensions Garage Fire Protection Framinq-R6rChannel--�,rTQ� 53. Property Line Firewall & Openings G 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. rs; Width -Headroom -Rise -Run -Landing -Fire Protection 56- Plywo on Roof Overhang -Attic Vents -Rafter Qutriggers 57. S' ng -Nailing Veneer ' Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59 Gla g Area -Glass P tection-Skylights-Plastic I J v ear Walls; ing- ✓Ju f S1,--e.,- '61. •✓61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINA tans OK except #'s xt. Steps -Door & Sidelight Protection -Landings fT Smoke Detector Ur Furnace Vents -clearance -Comb, Air -Connector - I Garage; Above Floor-Ducts-Mech. Protection mom Exiting GSI. & Bath Fixtures & Tub Access -Spa 49'-Elec. Trim & Subpanel, Breaker Sizes & Labels 7A. St irs & Rails ireplace or Stove, Clearance -Hearth 72. 5W. Outlets at Wood Panel, Int. & Ext. Kim. & Appliance; Ground -Air -Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter Z6 -'6a -rage Fire Door; Swing -Landing -Closure 76. . Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Z&A!J6.; Elec. & Mech. Equip. Listed for Location ec. Receptacles in Garage (F.F.I.)-Romex Protection jDadation-Foam-Looked in Attic tr Guard Rails & Deck Construction -Post Caps a2f 'dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No t cco Brown -Finish A . Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House ao-Criass Protection 91. Corrections from Previous Inspections Meters Tagged, Gas -Electric V"Sater & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkler Date Card Card B-1 4jL6S. Date Card B-1 Datl,Z&? 4 .f Card B-1 JAJ 5---" Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J=OK 0 = Not OK = Na Ready M019ILE DOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1: Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete " 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / /'Nat. or/ /" L "ft✓ P LPG 7. Well Clearance 1£ Disconnect 8. Utility Clearance 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater • c Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #i's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector _ 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 f 8min _V r t, y ti slopevaries f p'i' l E ;. y //..// Note: a{i��,� ii y Install fiber roll N J/ � I T along a level contour I a y _V /'i : i i'i'i : ri f co IV CIA y .E F ILI y �/ t 3/4' x 3/4 I + wood stokes I =..; y Fiber rolls 0* max 4• I J/ (toS ice.:.•; hl y p oc in g I %/,�''- ENTRENCHMENT DETAIL I ?ir4... N.T.S. �1 E' Vertical y '''''i'i'i'�,7' • III spacing measured along y the 41 i'; y pace of the slope vcrie 5 I _/ ---- -------------------- . between 0. y } IB �} and zp' ' Install a liber ro71 near IM r s ere i lope where t transitions COND. J/ Into a sleeper slope cri '° I t; 'v —, I UNIT TYPICAL FIBER ROLL INSTALLATION n If fiber rolls are removed, collect and dispose of sediment accumulation, and fill and compact holes, trenches, depressions o adjacent ground. r any other ground disturbance to blend with Inspection and Maintenance : Inspect BMPs prior to forecast rain, daily during extended rain events, after rain events, weekly during the rainy season, and at two-week intervals during the non -rainy season. o Repair or replace split, torn, unraveling, or slumping fiber rolls. ■ If the fiber roll is used as a sediment capture device, or as an erosion control device to maintain sheet flows, sediment that accumulates in the BMP must be periodically removed in order to maintain EMP effectiveness. Sediment should be removed when sediment accumulation reaches one-half the designated sediment storage depth, usually one-half the distance between the top of the fiber roll and the adjacent ground surface. Sediment. removed during maintenance may be incorporated into earthwork on the site of disposed at an appropriate location. m If fiber rolls are used for erosion control, such as in a.mini check dam, sediment removal should not be required as long as the system continues to control the grade. Sediment control BMPs will likely be required in conjunction with this type of application. CONNECT TO COMMUNITY 1 L=90.00' SYSTEM --�-------5 - �- tP76�4 IZ*C.c. I 1 1.5000 GALLON SEPTIC TANK_ ----- 1 1 I I � 1 � 1 � I � I --------------------------------------------------{---------+----+------20'-0' I I v M cd T tt) I t±y w in 100 I � I ---------------------- ----+ --- -----IS'-0' I (N) RESIDENCE ' I I I I 1 ---- ----+------------------------------------------------------------------------+ ---- -----lo'-o• FILL 4'= ' I � rV► t Ric � 1 3' CONC. WALKWAY J� I ari I 20' S.B.L. ---- ---- -5'-0 I' I as 30'-0'_`+-- '} , Iz' CONC. DRIVE `v �- _ L=90.00' N 07 15' 25' W CASA SIERRA VISTA N 861 REN. . yT CAL 01 10' 20' 10' to, 80• 100• SITE PLAN - LOT 11 SCALE: I' = 20'-0' 1.0 U Z M r'Q V oc 011 IUz N Cv 4 a rn rn m m m 0 oU m m M U a 0 N z 0 o� a r o Inm c� Q o_ U 0 0 o U m U b00usz-A )ae'IH a 3115 m-b0\SIM31 ECO-b0\Sa1e b00Z\o<)e1e4\Sapp 6ulme+4 Sugme,y\JaAJJS-eyB\+aAJN-ey9\'\ Ottf- LLl -� �(f) W < co OU z b00usz-A )ae'IH a 3115 m-b0\SIM31 ECO-b0\Sa1e b00Z\o<)e1e4\Sapp 6ulme+4 Sugme,y\JaAJJS-eyB\+aAJN-ey9\'\ Ottf- ,�V JI a l' 0 y 4 y y _ 'i' III ILI !_ y Vertical spacing measured along the face of the slope vcries between 0' and 20' r _V ti ; 11 I y U y y IV Fiber rolls A c s= E Note: . _ Install fiber roll `N along a level contour IV y y / _V J/ .././.. y III IV `Jill y .././ �/ II' y N IC i= Install a liber ro;l near slope where it transitions into a sleeper slope 'Fiber roll 8" min slope CONNECT TO vorie COMMUNITY Z—� SYgTrH 1 N L=90.00' 5 5.131.- - - - - - - - ---} r— ---------------- - - - - I 1 I I d« %�C.l. ' ---- I IS00 GALLON - SEPTIC TANK I 3/4'x 3/4" 1 wood stakes 1 max 4' 1 spacing 1 1 1 I '-------------------- -------=---+----+------ 20,-0, 1 1 1 ENTRENCHMENT DETAIL I N.T.S. I 211 O v tAl Eni J co I 1 N ' --------+-----------------------------------------------------------------------------+---- ------ 1� I I RESIDENCE C.GOND. —' � I UNIT® °o I `r' ---+---- ----- -10-0• I TYPICAL FIBER, ROLL INSTALLATION 01i 1 I I 1 N.T.S. 3'CONC. 10'40' ` WALKWAY— If 1 ■ fiber rolls are removed, collect and dispose of sediment accumulation, and fill and } '� compact holes, trenches, depressions or any other ground disturbance to blend with 1-s 1---- -- adjacent ground. - -o Inspection and Maintenance e Inspect BMPs prior to forecast rain, daily during extended rain events, after rain events, weekly during the rainy season, and at two-week intervals during the non -rainy season. ■ Repair or replace split, torn, unraveling, or slumping fiber rolls. ■ If the fiber roll is used as a sediment capture device, or as an erosion control device to maintain sheet flows, sediment that accumulates in the BMP must be periodically removed in order to maintain BMP effectiveness.- Sediment should be removed when sediment accumulation reaches one-half the designated sediment storage depth, usually one-half the distance between the top of the fiber roll and the adjacent ground surface. Sediment removed during maintenance may be incorporated into earthwork on the site of disposed at an appropriate location. ■ If fiber rolls are used for erosion control, such as in a mini check dam, sediment removal should not be required as long as the system continues to control the grade. Sediment control BMPs will likely be required in conjunction with this type of application. I CONC. DRIVE 20' S >ez L=90.00' _ NOF15'25'W CASA SIERRA VISTA Q N � 77At' N' . 18693 N� REN.ILI - � 9�F 1 CF,�� !o' 10' 20' 40' 60' 80' 1001 SITE PLAN - LOT 11 b00Z/SZ�S �ae11•''S 311S Eti0-b0\SIm31 ti�0-b0\Salty b00Z\ab`�e}e4\saps •• sullme,y�+an�as-ey6�+an+as _eye\\ u Oc o C'4 z C-4 O a mai OU O M X LL U C a U O_ w N Ir 0 m o o LO rn Q Q M U O I U m v /ft/0 flwill+✓( 061 jz 004-� -W Q U) i C — W_ El LLJ z FU /ft/0 flwill+✓( 061 jz 004-� -W 'elW0¢aj'e0 `00ly0 11302 Z 0 Avw g1POH JBILIGUlu0.11AU3 0' 10' 20' SITE PLAN - SCALE: I' = 20'-0' New Residence for: r TOM LEWIS CASA SIERRA VISTA CASA SIERRA VISTA 90' 60' LOT �l 80' 1k N 86 3 (nom REN. a 100' OP CA GARY HAWKI NS ARCHITECT Date: 05-25-1001 Drawn: GC Jab no: 04-033 (530) 892-2700 Revmms: 1370 RIDGEWOOD DR., STE.1 O FAX:(530)893.0532 CHICO, CA 95973 GARYARCH@SBCGL.OBALNET e CONNECT TO COMMUNITY L=90.00' SYSTEM N OF 15' 25' W 5' ' r----------------------------------�---- I i it 1,500 GALLON I zo °O z I � I I I 0 I I I I � ; I I I I ----1----+--------------------=--------------------- � --------------------- --- ---------+----t----- -20'-0° 0 I JI z' I :4 - 'v I lid: O m ao � c I m IB I I I 1 I ole , RESIDENCE I a- I COND.(N) I � I. G' > I -.+ I . I X ---------+------------------------------------------------------------------------- ----+---- ----- -10'-0° I 1 I I 3' CONC. WALKWAY I 1 1010' 0' 10' 20' SITE PLAN - SCALE: I' = 20'-0' New Residence for: r TOM LEWIS CASA SIERRA VISTA CASA SIERRA VISTA 90' 60' LOT �l 80' 1k N 86 3 (nom REN. a 100' OP CA GARY HAWKI NS ARCHITECT Date: 05-25-1001 Drawn: GC Jab no: 04-033 (530) 892-2700 Revmms: 1370 RIDGEWOOD DR., STE.1 O FAX:(530)893.0532 CHICO, CA 95973 GARYARCH@SBCGL.OBALNET e CONNECT TO COMMUNITY L=90.00' SYSTEM N OF 15' 25' W 5' ' r----------------------------------�---- I i it 1,500 GALLON I zo °O SEPTIC TANK 1 I � I I I � I I I I � ; I I I I ----1----+--------------------=--------------------- � --------------------- --- ---------+----t----- -20'-0° I JI I :4 - 'v I lid: O i In 1 J M I IB I I I 1 I ole , RESIDENCE I a- I COND.(N) I � I. UNIT® I -.+ I I ---------+------------------------------------------------------------------------- ----+---- ----- -10'-0° I 1 I I 3' CONC. WALKWAY I 1 1010' .L I ---- --- 20' S.B.L. I---- ----- - 5'-0• 0 I 1 1 30'-0' I CONC. DRIVE `v L=90.00' N 0515' 25' W 0' 10' 20' SITE PLAN - SCALE: I' = 20'-0' New Residence for: r TOM LEWIS CASA SIERRA VISTA CASA SIERRA VISTA 90' 60' LOT �l 80' 1k N 86 3 (nom REN. a 100' OP CA GARY HAWKI NS ARCHITECT Date: 05-25-1001 Drawn: GC Jab no: 04-033 (530) 892-2700 Revmms: 1370 RIDGEWOOD DR., STE.1 O FAX:(530)893.0532 CHICO, CA 95973 GARYARCH@SBCGL.OBALNET e 91 011110P1,130 `WHO tooz Z 0 Avw 411726H JUJuauluCIaiAL13 CONNECT TO COMMUNITY I L=90.00' SYSTEM N 05° 15' 25' W5' S.B.I. I -----------------------------�, I 1,500 GALLON ---- SEPTIC TANK I I I 1 I I I I I I ------------------------------------------------}---------i----�-----10'-0• I 1� I :r JI � M • I � I ------------------------------ ----- ----i---- ------ I 1 I � I (N) RESIDENCE ' I I I I I -----------------------------------------------------------i---- ------ 101-0. I I I I 1 I 3' CONC. WALKWAY- 41-0. ALKWAY .L L1 1 L=90.00' _ N 07 15' 25' W I O 1 C14 CASA SIERRA VISTA _ SCALE. I' = 20'-0' New Residence for: TOM LEWIS CASA SIERRA VISTA malzrolno - N � - N 86 3 (pp REN. OP CA GARY HAWKI NS ARCHITECT Date: 05-25-2004 Drawn: GC Jab no-- 04-033 (530) 892-2700 ReY�vons: 1370 RIDGEWOOD DR., STE.1 0 FAx:(530)893-0532 CHICO, CA 95973 GARYARCH@SBCGL.OBAL.NET a J 9 r G) Z CL C r r G) o> ro r CONNECT TO COMMUNITY I L=90.00' SYSTEM N 05° 15' 25' W5' S.B.I. I -----------------------------�, I 1,500 GALLON ---- SEPTIC TANK I I I 1 I I I I I I ------------------------------------------------}---------i----�-----10'-0• I 1� I :r JI � M • I � I ------------------------------ ----- ----i---- ------ I 1 I � I (N) RESIDENCE ' I I I I I -----------------------------------------------------------i---- ------ 101-0. I I I I 1 I 3' CONC. WALKWAY- 41-0. ALKWAY .L L1 1 L=90.00' _ N 07 15' 25' W I O 1 C14 CASA SIERRA VISTA _ SCALE. I' = 20'-0' New Residence for: TOM LEWIS CASA SIERRA VISTA malzrolno - N � - N 86 3 (pp REN. OP CA GARY HAWKI NS ARCHITECT Date: 05-25-2004 Drawn: GC Jab no-- 04-033 (530) 892-2700 ReY�vons: 1370 RIDGEWOOD DR., STE.1 0 FAx:(530)893-0532 CHICO, CA 95973 GARYARCH@SBCGL.OBAL.NET a J 9