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040-140-048
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.net\dds PROJECT INFORMATION Site Address: 9116 LOTT RD Owner: Permit No: 06-1759 APN: 040-140-048 WALTERS, KEN J. & SUZANNE Issued Date: 07/06/2007 By KCG Permit type: RESIDENTIAL 9116 LOTT RD Subtype: SFD-Custom/Model DURHAM, CA 95938 Expiration Date: 07/05/2008 Description: NSF DWELLING (1232) (530) 342-1820 Occupancy: R-3 Zoning: Contractor Applicant: Square Footage: OWNER BUILDER KEN WALTERS Building Garage Remdl/Addn 9116 LOTT RD 9116 LOTT RD 1,232 DURHAM, CA 95938 DURHAM, CA 95938 Other Porch/Patio Total (530)342-1820 (530)342-1820 1,232 FEE INFORMATION DBEH Building Review Fee $75.70 DBOMSCF Supplemental Plan Chec $115.98 Dwelling - Custom, Model $1,415.59 Fund 10 BLDG $1,053.70 SMTP - Residential $8.01 Total Charged: $2,668.98 Fees Paid: $2,668.98 Balance Due: $0.00 Receipt No: B3786 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License OWNER BUILDER / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 07/06/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date j� I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE )+J COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ section ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is for one hundred dollars ($100) or less.) ❑ 1 AM EXEMPT under Section B. 8 P.C. for this reason: jM I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 07/06/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those wner's Si ature Date provisions. X07/06/2007 4/ 1 1 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building .0464.) Si aure Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) injury, including death, and property damage caused arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above m tioned property for inspection purposes. I hereby certify that I am the P owner a utho ed ct on the roperty owners eha . _)'07/06/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Aame 5711mittee ] Pri t Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR; Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name ) / (/ ,( s+E first Name Address o 741-Y-01 City bC�T State /1�y C� Zipq Phone, -W Fax E-mail 6J412.4 / I i APPLICANT INFORMATION CONTRACTOR Name ° r'. 19 Address // 0 1 City State C a State Zip Phone it + Fax E-mail Planner Lic. # Class APPLICANT INFORMATION DfafiSMn Name9_14df So ° r'. 19 Addressa_65— 2 C7/,ee // 0 1 City I, State C a Zap�s ap Phone kState -E it + License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail For office use AP# ._ � L� 1/0� Z7 Zoning Cit I Flood Zone I E I SRA I Yes No Occ. Carrier Type Const. Subdivision Name LENDING AGENCY Map Book Page Lot # Planner I Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. 175 BIN NA- A -2- 2 - PROJECT LOCA TION AP# ._ � L� 1/0� Z7 Property Address^y/l,�- Cit Cross Street u � r WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 3 Description or Scope of Work: 11 "16 D Ahn Sq FT- Living 12 3 (' Ga a Open Cov ❑ Structure Built without Permits ❑ 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 required. 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. Received by: 147k Amount:. 014:) r7l Bldg SRA Receipt #: q 5�p `�`�� SMIP I 01 I i� Other i+ Date: 7, 21�-0� f_ ~ Other J / Total REV 8-12-05 SUBMITTAL & PERMIT 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 LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information.' (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits Issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees -for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 3 REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET D poa I7 59 OWNER: \W014ps ASSESSOR PARCEL NUMBER Proposed Building Use: N SF D WEI i n W Permit Technician: Date: I n cb Itgms required in ordeA apply for a permit. All -b, xes MUST be checked OR marked NA in order to apply. 1. Site plans,r 4 ets, signed by the preparer of the plans. 2. Complete plans 3&r 4 sets, signed by the preparer of the plans. ' 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑� 5. Letter from Engineer or Architect for truss design review. 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) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. ❑ 9. Metal bidgs: (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. Hazardous Material Form _ 12. Acknowled��ement of building permit application without required clearances. � i `�13. Other = of init64 R int , ems needed to issue the permit. (May require additional plan review upon`5eceipt of the following items.) Sanitation and site plan approval from the Environmental Health Department in VChico ❑ Oroville, as applicable -?,40 �p ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required........................................................................ _o / & Fees as shown on the attached Schedule of Fees Due Sheet .............................. r t ❑ 20. City of Chico Plumbing permit............................................................:......:. ❑ 21. Site plan and business license approval from the City of Biggs .................: ❑ 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. �'►U_ 23. Planning approval for (A) Use: -DLI-(B) Parking: (C) Parcel Check: /.......y/;_/0/1 ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑�� 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 1- NPDES Form............................................................................................. 27 ncroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... 0,/, 29. Worker's Compensation Carrier and Policy Number .......................................... 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... V..,_VL3J_Lefter of Signature authorization.................................................................... 32. ecorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction................................................................................."""... ❑ ❑ Legal description ❑ M.H. Title, title search, registration or MCO ......................... _ 3s. ther: A5,��stYaerlI f� cnrt�S-}rmF_�ta�l, QX DU�IIin i std, ❑ 37. Other: When issued Telephone (i?O)O,*I V -1 Bio ownpr and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: i e_- Date: /7-2)- 1. Index permit application f r he abow items u ere Ian Check L Iter 2. Additional items r Contractor, designe owner, as dvised of th above ata by phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner s advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, design el;a vised of thea v data by ❑ phone, ❑ mail, ❑ cou Date: Plans reviewed by: Date: f5tiS GYo Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 TO:. Building Division — Development Services FROM: Environmental Health E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to BONDS �Aj� SUBJECT: Sanitation Clearance 9m, 7y- SCD �:�-d�� Owner Location AP# Plan Approved for: Sewage Disposal: >. ' Water Supply: Public Private Well — Clearance for dwelling. Other Hold final for: Building Clearance 9/2005 Specialist BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner App Date WALTERS 7/71 lgnna APN No: 040-140-048 Permit Type: Subtype: 1W Permit No: BP 061759 Permit Desc: I New W 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $2,359.31 Plan Check portion of Permit Fee $943.72 $1,415.59 Balance of Building Permit Fee 2 FEMA flYes Flood Elevation Review $109.98 $109.98 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 (State Responsibility Area) Building Inspection $109.98 0 - $204.98 NON-REFUNDABLE portion of fees due at application $1,053.70 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 4 Balance of Building Permit Fees (from No. 1 above) 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) 6 Additional Plan Check Fees (NON-REFUNDABLE) 7 Other*: 7a Other*: 8 IMPACT FEES - RESIDENTIAL* Applications After 04/15/06 u Per Dwelling ,> Per Dwelling MFD County 249.11 3183.54 Chico Urban Area 4538.82 EI Medio Fire District 3249.97 2385.76 North Chico Specific Plan SR -1, SR -3, SR-1/PD 8801.091 7395.04 O R-1 8897.09 7491.04 ° R-2 8390.091 6984.04 R-3 7604.091 6198.04 Processing Fee is automatically added to impact fee total 0 9 WATER TENDER FEE (Not collected when Impact Fees Applicable( Enter Bat.# DRAINAGE FEES* 10 CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek 771 Comanche Creek New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek 777 PV Ditch Per Dwelling MH 3238.72 5648.44 2422.68 8486.40 8582.40 8075.40 7289.40 $100.00 $200.00 $7,997 $8,341 $9,088 $6,776 $8,267 $7,211 $6,275 $8,893 RECEIPT DATE Tech/Asst 0 %a 7/21/06 Kourtni $1,415.59 $8.01 RECEIPT DATE Tech/Asst RECEIPT DATE Tech/Asst 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* Durham 070 12a RECREATION DISTRICT FEES* Durham At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. 2�aApplicant:` Date: r 2 / —Dr� Pursuant to Gov nment codq1ZV cti 6020, o are hereby notified those Items followed by an ""may have been imposed on your project. You have 90 days from the date of approval of the po4ect or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 . 2006-0054784 AND WHEN RECORDED MAIL TO: Recorded I REC FIE 18.00 Official Records I BUTTE COUNTY BUILDING DIVISION County of I COPIES 2.50 7 COUNTY CENTER DRIVE Butte 1 OROVILLE, CA 95965 CANDACE J. SUBS I County Clerk-Recorderl 1 1 CP 011:0 M 18-1ct-2006 I Page 1 of 2 IIII III III 111111111111111111111111 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: ar reA grope-,,� A� &e� b1n Sed �� w k �r� r � h�e �r�e�-o 0.�►��, rn�-c�� a- (� h��e Date0(4tvJf K- 13. r -3W( PROPERTY OWNERS: ca e- comt1qi:5 JJ 7�c�n n� Wa1�e.rs State of Californ1'a ) County of a1'�'t-e.. ) _G���beforeOn d 4M;,atn _ flansS�� , personally appeared Ke.ol n -ell I -1k wr-flt is 'a -d bozann e 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 t y his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acte , e cuted the instr ment. W1 NES y nd d offlci e Signature Seal: MIRIAM L. DENNIS COMM. #1681275 A.P. # V io - Iqb -Ogg �D NOTARY PUBLIC • CALIFORNIA BUTTE COUNTY IiOAllll. Expires Juy 15, 2010 G• it l* 1 a�a�y for�ttt� to Yt'Got i 4:10 i dE ilk .L sxR.AQ f'T9S'YC,�9}F-f�"58�J Y3fJQJ k,3 i MAMINI SIEW � P�4�iFtl �!.�A7• �iJB� f�t1�Qsl � .�- ��� ^F 0�:�,CI �Ur,.291tQ113.l1NR�:� ����s0 I , 1 r _ ^.+ `` c PYA AGN � � TU ► �l� Ci�A.C�CK1A0u)�2 �V1A ✓v SSC C✓U �� u OPn'►�h }- 3 o (o Qe b fir- , ORDER NO. BU-183280 TB DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• FARM ALLOTMENT NOS. 33 AND 34, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISION PLAN OF THE DURHAM STATE LAND SETTLEMENT, BEING A PORTION OF THE ESQUON RANCHO, SITUATED NEAR DURHAM, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 17, 1918, IN BOOK 8 OF MAPS, AT PAGE(S) 16, 17 AND 18. EXCEPTING THEREFROM THE NORTH 1017 FEET. ALSO EXCEPTING THAT PORTION DEEDED TO THE COUNTY OF BUTTE BY DOCUMENT RECORDED OCTOBER 31, 1936, IN BOOK 86, PAGE 290, OFFICIAL RECORDS. APN 040-140-048-000 - PARCEL II• AN EASEMENT 20 FEET IN WIDTH FOR AN IRRIGATION DITCH, TOGETHER WITH THE RIGHT TO MAINTAIN SAID DITCH OVER AND ALONG THE NORTH 20 FEET OF FARM ALLOTMENT NO. 33, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISION PLAN OF THE DURHAM STATE LAND SETTLEMENT, BEING A PORTION OF THE ESQUON RANCHO, SITUATED NEAR DURHAM, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 17, 1918, IN BOOK 8 OF MAPS, AT PAGE(S) 16, 17 AND 18. PARCEL III: AN EASEMENT 15 FEET IN WIDTH FOR AN IRRIGATION DITCH, TOGETHER WITH THE RIGHT TO MAINTAIN SAID DITCH, OVER AND ALONG THE EAST 15 FEET OF THE NORTH 1017 FEET OF FARM ALLOTMENT NO. 34, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISION PLAN OF THE DURHAM STATE LAND SETTLEMENT, BEING A PORTION OF THE ESQUON RANCHO, SITUATED NEAR DURHAM, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 17, 1918, IN BOOK 8 OF MAPS, AT PAGE (S) 16, 17 AND 18. Vote: If permits are faxed to any number besides (530) 536-4356 they can be delayed up to one week Form 2o05o6EP P.— 1 . f') ENCROACHMENT PERMIT OUT?- o i County of Butte Department of Public Works a °y�� part OUN 7 County Center Drive Oroville, CA 95965 Lie Phone: (530) 538-7681 Fax: (530) 538-4356 All information except sinature must be typed or legibly rinted Permit #: U G 1// q NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE STARTED Assessor ^ �� Number R aired) : (J Property Owner's Name: � PROPERTY Phone: S.36 " 3 �-�� — l a Property Address: ym (�' Mailing Address (ifDifferentl- . J 91/6" 4o OWNER bui-hg7ln 9s9,3P Work will be. performed by: ❑ Contractor A Property Owner Contract 's,Namc: c � �,a� 6 u > r / Phone: n JI_ Sao - � ® Address: 99 7 f /)e,` , y r "J '/T`j.�1Jc� UJ tri ,;;;_>r Fax: 1. eh/eo �) 9S9 q V WORD. - PERFORMED BY Contractors License /� Number. / Certificate of Insurance currently on file with Department? IV Yes ❑ No Applicant is: ❑ Property Owner ❑ Property Owner's Agent ❑ Contractor ❑ Other. I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with Countv ordinances and eneral laws. Signature Date Signed: ( Road affected: 0r r Time and Duration of Encroachment: ❑ Permanent Encroachment ❑ Temporary: From To LOCATION Type of Encroachment:. JX Driveway ❑ Roadway ❑ Culvert ❑ Fence ❑ Pipe/Pipeline ❑ Sign/Billboard ❑ Other Site Plans Attached: A Yes ❑ No PERMIT IS: XGRANTED ❑ DENIED Conditions: In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and ecial conditions written below, permission is hereby ted 1. ❑ Underground Service Alert (U.S.A.) must be notified two working days prior to any excavation. 800-227-2600 2. RfAll work shall conform to accompanying: tail ❑ Plans ❑ Special Conditions 3. Other Conditions: C C G C R Ax ie PERMIT /V e Pads CONDITIONS cG / � f (To be filled ev in by County) DateExpiration Issued: 9 �iIle 0" Date: 2 A ��/1 Surety: Date /� �/ Paid: % Ztf-G1Ct Am unt Paid: �— Paid By: 41),1"- (`Gr eck No: Z( Receipt No.: Mike Crump, Director of Public Works By: t Road District: Inspected By: Insult ❑ Completed - OK ❑ Completed – Not OK For County Results: ❑ Additional Comments Attached Use Only Comments: Vote: If permits are faxed to any number besides (530) 536-4356 they can be delayed up to one week Form 2o05o6EP P.— 1 . f') GENERAL CONDITIONS It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the )ing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any -ovision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. his permit is to be on job at all times while the work is being done. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, all times, during the progress of the work, keep the County Highway in as neat and clean a cond'dion as is possible and upon completion of the work granted !rein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. The Permittee agrees by the acceptance of this permit to property maintain any encroachment placed by the Permittee on any pad of the County ighway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may relieved of the responsbTrty of such encroachment by the County Department of Public Works. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation nvided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. At least one lane of any pubfic road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or tersecting therewith, shall be kept open for travel by the general public at all times. No pubfic road under the jurisdiction of the Board shall be dosed to travel by e general public without special permission, in writing, from the Board of Supervisors. The Permittee, by the acceptance of this permit, shall assume full responsibility for all riabifdy for personal injury or damage to property which may arise A of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any aim of such Gabildy is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them id each of them harmless for such claim, All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 et in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless othervvrse permitted under the pecial Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County ad right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilfing and/or paving. a The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Card. 216-0 of the Materials and Research department, State of Carifomia, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsiblfty for compaction tests. c The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear an costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shag be place in K' lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facirdies shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as dose to the right-of-way fine as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. Ag pavements, curbs, gutter;, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facTl ities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shag be restored immediately upon baddilfmg or the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. Ag surfacing materials of roadways and driveway approaches cut or damaged by or as a resuft of construction operations, shall be replaced within ONE WEEK following the backfrlfmg of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2) of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifications. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. ). The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall fuse to be placed, erected, and maintained all warning signals, rights, barricades, signs, and other devices or measures essential to safeguard travel by the neral pubfic over and at the site of work authorized herein. I. If the construction work covered by this permit is to be done by a private contractor hired by the appfrcant, applicant shag notify contractor as to the )ecial conditions and requirements contained herein. Page 2 of 2 9/m rat GOoah) li i4 t h r&,wo ve- 6 ",7//' 1 oelnZ E"lL:s ,levo sAY y r�r� � r ,���� 47,s 2� - � n/j sous11f Z- 0%d W"YfZ-- a . SITE PLAN REVIEW APPLICATION c� r/ Date: ;It AP# Ocia -/Yd _G [ d Permit Number (if applicable) Z —/ 7S9 Bin Number APPLICANT INFORMATIyON Parcel Size: Owners Name: 60&L&4 S / ` "o2, Owners Address: /�O K G R�►� / ��c ? G Telephone No.: Site Address: S / Gi Proposed Use: Zone: 14 Residential / _ _ GP: 0 New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family y . Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form a DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval VW0 F-1Resolved By Date Y 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: • Flood Zone: • Flood Panel No.: 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) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: —lo Applicable Building Setbacks: General Plan: OFC.— Applicable FC ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front r Side lv , Side Street Rear /Of Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Parcel Created By: Deeds: Date of Creation: Legal Access Provided: ❑ No W Yes Deed of Reference: 319- 3 %'l Legal Access Required No.YeAs Parcel Frontage on Publicly Maintained Road: El Yes, Road Name: �i�oCX 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 ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements [] Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: �40-140-048 06-1759 I WALTERS 9116 LOTT RD, DURHAM NOTES Cont: OWNER j - NSF RESIDENTIAL APN: Permit No. " Owner. Site Address- Contractor. Type of Permit CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: SIGNATURE: +=OK o = Not OK MANUFACTURED HOMES PERMANENT FOUNDATION LJ SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FaIVC/0-Concrete 4 Wtr, Loctn-Test-Easeinent Needed -Regulator 5 Elec Loctn-ClmcsSmd 'Amp -concrete 6 Yard Gas; Loctn-Test-Wrap l Nat ❑ or LPQ Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Line 8 Gas; MH Test-DemandValve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clmcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation .Q 14 Exits 15 Cert of Occupancy 16 HUD LabeUlnsignia Numbers Serial Numbers de Pool Drawing MISCELLANEOUS- DECKS'COVERS'CARP0RTS•GARAGES 1 ZoningSetbacks-Easements 2 Figs; SailsSz-0pthSpacing-CnncirsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-CuardlHandrails 4 Wood Awn; P6sts-Beams4Uirs-CnnctrsShthg. Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-AnchrsStuds-Rftrs Tnisses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Raofing ' . 11 Ezt; Steps -Doors -Landings 12 Braced Wall pnis 1 Setbacks -Easements 2 Soils;-CompacHonStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Ung; Distance-GFI 5 Elec Pool Uing; l5 volts-GFI 6 Elec.Enclsrs; Conduit Entries -Terminals -listed - 7 Elec Bonding; Metal w!5-Crdtng Egp-Htr 8 Elec Grndng; Eqp w/5' Crdtng Eqp-Pool Ightg Boxes-Encisrs-p-to Main Conduit 9 Health Dept App&I - - 10 'Pimb; Cir Test Wtr Supply Test 11 Lt Niche , 12 Encisr, Fencing -Alarms 13 Bonding, Diving board or Slide ids da �s+ RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr- Vent-Acc-Cmbstn Air Baffle 2 Fig Main; Soils -Flee GrrtdFig Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Fig Garage; SoilsSteei-Elec Gmd Ftg Dpth 55 DWV; Test Fittings & Anchr•Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Fig Opth 56 Shwr Pan; Test, First fir -Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tubi & Shwr, 2nd fir - Tub Acc 6 Stemwalls Garage; Steel-Blockouts Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc FtgSteel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test °' # 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12 Elec Undrgmd DATE IMECHAKICAL 13 Plenums & Ducts; CImc-MaterialSupport4nsultn 61 AC Ducts Insulin & Support 14 GirdersSills-SillsBoltsJoists-Vnts•Cripples 62 Vent Fan, Exhaust abv Insulin 15 Acc & VnUtn 63 Condensate Drain & Ovrflw, Sz & Grade 16 Insulation 64 Furnace -Vent Acc-Comb Air Rim/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace In attic DATE FRAMING 17 Sills Proper Materials & An.. DATE FINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop In Walls (rat proof)• 68 Furnace Vnts-Cimc-Comb, Air-Cnnctr 21 Fire Stops; Furred CeilingsStairs-Chasers-Tubs in Garage; abv-fir-Ducts-Mech Prtctn 22 Headers & BeamsSz &'Bearing' 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs--Cinnctns TO GFl & Bath Fxtrs &Tub Acc-Spa 24 Ceiling Joist --k6 Ti Joist --k6 Brac-Truss .. T7 GFl Arc Fault 25 Frplc Ties or ype A Flue- Ic Throat Clrnc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz &'Riid Qitetn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting DoorsSill lit & Dimensions 74 Frplc or Stove, Clmc-Hearth 28 Garage Fire Prtciri Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opng!i , 76 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Clmc 30 Ext Doors -One 3' -Check Garage 3rd. Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run4-anding-Fire Prtctn 78 Garage Fire Door, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Uutrgrs 79 AC Duct in Garage -Dampen 33 Siding -Nailing Veneer 80 Wtr Htr, Vnts-Cimc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrfir Acc Mech Prtctn; LPG Appince Undr House 3' drain 35 Glazing Are PrtebiSkyLts-Plastic . 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GF) Romex Prtcb 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Cimc Dmge Planters ❑ Yes ❑ No o. 4 s' ��+ m 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, PImb-Appinc-Frplc-Cimc to Opngs DATE ELECTRICAL 90 Wtr Well, Dscnnct, Elec, Pimb 40 Fxtr & Trnsfrmr Clmc4ns Prtctn 91 Ext Elec Trim, GFl Rcptcl-Undrgmd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntitn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous inspctns 44 Eqp Gmd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Gmdng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFl 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz oa ❑ CU or ❑AL 98 Address Posted AC Wire Sz ya ❑ CU or ❑ AL 99 Fire Sprinkler 48 Range Clic Qa ❑ cu or ❑AL Oven Circ 9a ❑ CU or ❑ AL Insulated Neutral E] Yes F-1 No �� o� 49 Service -Riser Cndctrs & Gmd Main Dscnnct o,.• °,s` 50 Eqp CImcs pnts-Motors-Mech Eqp 51 Clothes Closet LtShwr Lt -Spa Lt 52 Smoke Detector o'er elm o' ' SHEAT OF NAME yjA L.I:p 0 BUTTE COUNTY PROPERTY', RECORD Oyo iLka 0 % Assessment Fee Number Book Page/Block Parcel NAME Land 100000 Structural Imps. SITUS _ Fixtures ZONING City ❑ County ❑ Assessment Year zoos UTILITIES -SITE IMPS. Date _ ,01 Electricity: Yes ❑ Telephone ❑ Appraiser Gas: Public ❑ LPG M None ❑ Use Code s Sanitary Swr: Public 0 Indiv. ❑ Dwelling Units � Street: Conc. ❑Asph. (J Dilt ❑ Gravel ❑ Building Class o L Street Lights: Yes [;J C & G: Yes ❑ No ❑ No ❑ Bedrooms Baths 2 Sidewalks: Yes [] No ❑ Effective Year 19 Z SITE TOPOGRAPHY Area of Residence I& 1( - Level ❑ Rolling ❑ Other ❑ Car Shelter Yes No [M Yes ❑ No ❑ Yes ❑ No ❑ Yes p No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Slopes: Up ❑ Down l,j S -S ❑ Misc. Buildings y�g At: ❑ Above 6clow Eprade Pool Yes ❑ No ® Yes ❑ No ❑ Yes ❑ No ❑ Yes p No ❑ Yes ❑ No ❑ Yes p No ❑ View: ❑ Of: Phy. Char. Checked Ithecked.. ❑ lChecked ❑ lChecked lChecked.. Checked ❑ WATER I MARKET DATA GPM: Depth: Comparable 1. Public ❑ Well r"J Ditch ❑ Comparable 2 Supplier Comparable 3 Aerial Photo Year Sale Date/Price 't21o0 1%06 , Topo Map Year j PRIMARY BASE SECTION Soil Name Index Acres Base Year Zoog Event Date-7_oe j Land 100000 Structural Imps. Growing Imps. ; Fixtures rersvnai nuperry.. Avg. Soil Rating SECONDARY BASE SECTION Land Size: REMARKS PRIMARY LAND VALUE COMPUTATION ApnnNnARv ASST. PRIMARY LOT H/S YEAR BASE YEAR VALUE SQ. FT./ ACRES UNIT VALUE VALUE ADDED TAXABLE VALUE ASST. YEAR SECONDARY LOT/HS BASE YEAR VALUE SQ. FT./ ACRES UNIT VALUE VALUE ADDED TAXABLE VALUE EVENT DATE VALUES PARTIAL ASST. EXISTING OWNERSHIP CHANGE YEAR BASE YR. EXISTING PORTION VALUE RETAINED RETAINED VALUEEXT.'/o EXTENDED VALUE TO TRANS. DATE PORTION TRAM!. YEAR VALUE TRANS. VAL.UP. LAND COMPUTATIONS X = X = X = LAND IMPROVEMENT COMPUTATIONS X = X = X = IMPS G/I GROWING IMPROVEMENTS X = X = X = y LAND COMPUTATIONS X = X = X = LAND IMPROVEMENT COMPUTATIONS X = X = X = IMPS GROWING IMPROVEMENTS X = X = X = G/I LAND COMPUTATIONS X = X = X = w LAND IMPROVEMENT COMPUTATIONS X = X = X = IMPS G/I GROWING IMPROVEMENTS X = X = X = ,• . -t I KtJIUtIV l lfrL t7U/LLJI/Vfy Kt (,yVKU ROOF •` f/A`Rt EL �/L!— / , AIR CONDITION �- �� ]'` 'r �- ADDRESS F .�., "` - ~" D z-- . \( Stucco on �HEET / OF SHEETS Neotin Coolie ROOMS forced Cleo FLOORS B / 2 FLOOR FINISH INTERIOR FINISH TRIM Mole, Grade Wa//s ceilings _'�Y Slieothing SidingNip /p B X. DESCRIPTION -Of BUILDING p OL'ASS&SHAPE CONSTRUCTION STRUCTURAL EXTERIOR ROOF •` LIOHTINO AIR CONDITION ROOM AND FINISH DETAIL t n �y ARCHITECTURE Light Sub - Slondarn _ Standard - - �- Frame - -- 4 f �. \( Stucco on Fl! 4 Pitch Wiring Gob/e' • - yA'T. Conduit Neotin Coolie ROOMS forced Cleo FLOORS B / 2 FLOOR FINISH INTERIOR FINISH TRIM Mole, Grade Wa//s ceilings _'�Y Slieothing SidingNip /p B X. Cob/e Crovily Humid. A// p Above SlandvJ _ ConcrefeB/ock Shed Fixtures lYo//unit R' •H. • • Stories OSE TYPE " special _ B.R B. T. e G Cu/ Up Few I lCheap Sre Vd Ent. Ho// Brick I Shing/es Dormersk Medium floor Living Av . tringle FOUNDATION _Adobe Shakes Many I ISpecial ZoneUni/ Dining Double I Concrete _ Floor •Joist: B.$B. T.gG. Gu/lers Centrah, Opp%x ` _.. Reinforced — - - - /sr: "X "- J� U IV PLUMBING Bed --' o.✓. v _ a.;,.r �e;....ia a,,,. V r,.,,,,f nae — ne I Shoke' I Oi/Burner NDOWS Tile Fixtures /. Cosemenl Tile Trim materfleoter M. -BTU. 'e/ Josh Composition Auiomolic Firep/ace Xitchen EL RV •eens Compo. Shingle __6 E/ect Droi7M Material.• Lglh: il. sp/ash: NORMAL % G000 RATING (E,G,A,F,P) BATH oETAIL Age Remoiny rob/e / Cond. Arch. Func. con- Stora eSpoce Work- Fl. No, FINISH FIXTUR S SHOWER Life Attr. Plan form. uvbdC/oset hship f/oars Wo//s Wc.Lo. ub Tvpe Gradet. T. .D. Finish ppraiser. 8, Date `'.. Unit, - Area TOTAL . l., M . NORMAE %- GOOD R.O.L.N.D.' -- •. BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) 0 CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) 7 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s)\U` 1 Property Owner (s)�Y\ �1 Project Location /Address \� Subdivision Name New Development Alteration/Addition(s) Mobile home Building Permit Number dp Assessable Sq. Ftge Type of Residential Development (check one) Demo Permit (date issued Comments: Single Family -Detached Non -Residential to Residential Mobile home replacement 71- S'n. o7R��t�_� Building Department pre ntative Date ia3a Single Family -Attached Multi -Family Dwelling verified by Assessor Department verified by Building Department ❑ FRRPD ❑ CARD ❑ PRPD �, DRPD certifies that: J J�P \OxWlr) Applicant Name Phone Number Mailing Address City I 8—tati Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. (Yq — Po by Payment of: /z---�7_ Remarks: Dwelling Units @ $ Square Feet @ $ i ,41 Paid by Check No: 2 Paid by Cash: per unit for a total of $ per sq foot for a total of $ , _73-7. l Z Receipt No: 2 5 U 3 4 R Pr.Tratinn and Park District Representative Date School District BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) �r \ Building Department No. A.P. Number o (} `"C U'y —�V Jurisdiction: Property Owner Ven V " G� 1 +_�e Property Location/Address Subdivision �(-a Lo Q City JCounty Lot No. s� Residential Development Q Q Q '•. Sq. Footage -h No of Living Mobile Home Addition/ 'Supplemental to / — C ( roup Units Installation Conversion Permit # o % •(No foundation inspection) :........................................................................................ Commercial/Industrial New Building Department Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Q Sq. Footage Addition (Including Exterior Roofed Areas) � f�"1^ g • l � o� Date District Identification No. & 3 `t o -1)U 2 N; -h i 1 UN r Ff& a School District certifies that N �.4 t-rLw S (Applicant) 9H6 Pel 3 - /S,Po (Street Address) (Phone Number) -DG( (LVY' ni r14 .'5-,/ 3 S (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing 1191✓ a School District Representative Paid by Check # N 14 by payment of $ square feet. rB 2926 $ LL MITIGATION $ Remarks: R(9,,K Oy i a -r e? r /'� 3 - 1&la Date Node*: You may protest the Imposition of the fees Identified above by submhdng a written protest to the District, In compliance with GovemmerK Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully ndtkiate Its Irerpaet on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feetorm.xls (305)dr= Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile www.buttecounty.net/dds PLAN CI�AN(�E Cr-IRECHECK El Owner's Name: ��-SCIS L//��P�,�' AP#: ''1D r-©� r� BP#: / Received By: Date: br 1�7 / Time: / •~�� (2 �—'r� Contact Person & Phone Number: 3 -,/a — l ,�aD © ," OSE OF PL GE ❑ Response to Inspector's Correction Notice — Inspector's Name: ❑ Response to Plan Check Letter -- Plans Examiner's Name: &i�S- i4 *Submit two (2) drawings reflecting the plan change or recheck for plan review. If engineering is involved, the engineer or architect mulst put his requirements on these drawings and wet stamp acid sign. vo z--ts of engineered drawings. 'Brawirigs must clearly show changes proposed and locations in�•;sx�.s:d. !:-i Call _.._.._.. _._ and_h.old.for pick-up. ❑ Deliver with Next Inspection ( for 8 1/2 X 1 I only) Minknum elan change fee to be cellttcl.ed of gime of su mission, plans examiner will determine if additional plan checking fees are uec.ded!: 9, Minimum $40"8 paid. 115- qT ❑ Additional Fee Amount: _ Receipt #: _ Revised 12/06 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. OMB No. 1660-0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION ( For Insurance Company Use: Al. Building Owners Name Joe Watters I voucy tvumoer ' A2. Building Street Address (including Apt., Unit, Suite. and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 9116 Lott Road City _ Durham State CA ZIP Code 95938 A3. Property Description (Lot and Block Numbers, 'Tax Parcel Number, Legal Description, etc.) APN- 040-140-048 __. __- . ....... A4. B 'Id; U Rd t• 1 N0 'd C' I Add'if" A t Residential A5. A6. A7. A8. ui ung se %e.g., es i en is , on- es i en is , on. ccessary, a c.) Latitude/Longitude: Lat.39deQ 3 min _09:1 sec N Long. 121d , 21deg 45min 57.Osec W Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. Building Diagram Number 8 Horizontal Datum: ❑ NAD 1927 ly NAD 1983 For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) See Comments sq ft a) Square footage of attached garage N/A sq ft b) No. of permanent Flood openings in the crawl space or See Comments b) No. of permanent flood openings in the attapb�d mmengarage enclosure(s) walls within 1.0 foot above adjacent grade _� walls within 1.0 foot above adjacent grade 1V A c) Total net area of flood openings in A8.b See Cots sq in c) Total net area of flood openings in A9.b N� sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bi. NFIP Community Name & Community Number B2. County Name B3. State Butte County Unincorporated _060017 Butte CA B4� Map/Panel Number B5. Suffix B6. FIRM index B7. FIRM Panel 88. Flood 69. Base Flood Elevation(s) (Zone ' 06007C520 C Date Effective/Revised Date Zone(s) AO, use base flood depth) _ 04/20/00 06/08/98 _ , AE_ 150.3 B10 Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑FIS Profile N FIRM ❑ Community Determined [:]Other (Describe) B11. Indicate elevation datum used for BFE 12 in Item B9: .1 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' ❑ Building Under Construction` ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO. n lete Items C .a -g below according to the building diagram specified in Item A7. - T ' 1156 Benchmark Utilized �RM58 Vertical Datum NGVD 1929 � V Conversion/Comments N/A This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. t certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifiers Mame Lambert O. Lowe _ License Number RCE 59077 -Title Civil Engineer Company Name NorthStar Engineering Ar d e ss City Chico _�- W--StateCA -7�P ose 95926 f 1 Mission Ranch Blvd Suite 1 brgnature Date 8/3/06 Telephone 530-893-1600 no - FEMA Form 81-31, February 2006 See reverse side for continuation. P. ¢ -r �s} 0/VIl- �. �Of CAL1F� Replaces all previous editions ,-7 Check the measurement usedl��c -/ a) Top of bottom floor (including basement, crawl space, or enclosure floor) 150.7 feet ❑ meters (Puerto Rico only) b) Top of the next higher floor �®t 154.5 tat feet N/A ❑ ❑ meters (Puerto Rico only El(�F N T Y c) Bottom of the lowest horizontal structural member (V Zones only) feet N%i� �rtm f�co met 0 })U d) Attached garage (top of slab) feet 1 5-[ ❑ me ea {{ uuf�go Ripo.gnl;f4,,. , R�ic�b ohl�) � � '��+e0 K e) Lowest elevation of machinery or equipment servicing the building feet ❑gt'e9 .s�er�o fj (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) 150.7 feet p• 1, j� TE ❑ m rs { -U O ic0 ly� � g) Highest adjacent (finished) grade (HAG) 1 S LJ -N feet ❑ meters {Puerto Rico only} % /6 / / r SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. t certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifiers Mame Lambert O. Lowe _ License Number RCE 59077 -Title Civil Engineer Company Name NorthStar Engineering Ar d e ss City Chico _�- W--StateCA -7�P ose 95926 f 1 Mission Ranch Blvd Suite 1 brgnature Date 8/3/06 Telephone 530-893-1600 no - FEMA Form 81-31, February 2006 See reverse side for continuation. P. ¢ -r �s} 0/VIl- �. �Of CAL1F� Replaces all previous editions ,-7 IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit. Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 9116 Lott Road _ City Durham — state CA 2195938 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. CommentsTBM: Set rebar south side of existing house, 10' south of north end of fence. Elev .=151.14 (NGVD 1929) —^ - A8a) Crawl Space = 1232sf. b&c) 13 vents totaling 1456in2 recommended but not required. Note: Finish Flogr of House = 154.5 Signature � b Date 8/3/06_ — ❑ Check here if attachments SECTION E - BUILDING ELEVATION 1 FORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without. BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B. and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. Ell. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is_ F] feet El meters ❑ above or F1 below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see a e 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet ❑ meters ❑ above or below the HAG. E3. Attached garage (top of slab) is _— _ n feet [:] meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ [:] feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A. B, and E are rorrect to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name - -� Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information_ (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number_AJG5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued i G7. This permit has been issued for: [] New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum_ G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title - Community Name Telephone SignatureDate Comments u ❑ Check he, if attachments FEMA Form 81-31, February 2006 Replaces all previous editions O�QPgiME/�T pc /• �} T TF O`\ g• C 4i 0= , O cD U 141 A�Bk1c WOP�9 Department C o u n t 1 J. Michael Crump, Director of Public t 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 9 ACRE1 Project Description: Project Location and/or Parcel Number: 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: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program D. -;-A ")AMA Butte C`ountyDepartment ol'Developx72Cl2t SCI-Wces O�v l.1 .. 0 Y... O O 7 County Center Drive oroville,CA 95965 (530) 538-7601 Telephone coUN�� (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES [ request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledgd: I need to submit applications. for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for'disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the buildin>? permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other -entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitattspecies). Please print: / Applicant Name: %!/%�%� r-� APN: Building site address:��%f�,C2, r��r�r� Permit No.:t� [ have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: T 1 A mM ro nV A r IISNT DATE 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. 1. 1 personally plan to provide the major labor and material for construction of this proposed property improvement: YES.[A NO [ ]. 2. I HAVE [ � HAVE NOT [ ] signed an application for a building permit for the proposed work- 3. ork3. I have -contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and- provide the major work NAME: _ ADDRESS: 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: PROPERTY OWNER DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. Butte County .department of Development Set -vices Orr ADMINISTRATION `BUILDING `GIS ° PLANNING o �o • o � o 7 County Center Drive ° ° Oroville, CA 95965 0 (530) 5384541 Telephone (530) 538-2140 Facsimile C0�/.14 OWNER -]BUILDER INFORMATION Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible 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 permits for which they apply. If you plan to do'your own work, with the exception of various trades that your plan to subcontract; you should be aware of the following information for your benefit and protection: o If you employ of otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more fir the entire project and such• persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers'_ compensation insnranrt, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if .you do not cavy out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or. through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit; erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, Califomia 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, ScottRutherford Chief Building Inspector Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive BUTTE COW Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile www.buttecounty.net/dds PLAN CHANGE � Owner's Name:f BP#: 06 2007 DE mT cis RECHECK ❑ AP#: 0 y0 J'YQ -0 'Y 8 Received By: Y Date: % — / J/ —Q '*7 Time: Contact Person & Phone Number:/�1� ��{ p� ' t '0\U PURPOSE OF PLAN CHANGE OR RECHECK m kr ❑ Response to Inspector's Correction Notice — Inspector's Name: ❑ Response to Plan Check Letter — Plans Examiner's Name: *Submit two (2) drawings reflecting the plan change or. -recheck for plan review. If engineering is involved, the. engineer or architect must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. WHEN APPROVED: ❑ Call ❑ Deliver with Next Inspection ( for 8 !/2X 11 only) and hold for pick-up. Minimum plan change fee to be collected at time of submission, plans examiner will determine if add' 'on al plan checking fees are needed: :_ Minimum $115.9 paid. ,� Zj� . ,� P ❑ Additional Fee Amount: Receipt #: Revised 6/07 CONSTRUCTI@N F R R M 11 N G Job #: 070548 DATE 9/12/2007 PROJECT Walters 1232 CUSTOMER Ken Walters MAIL TO: PO Box 238 Durham, CA 95938 T: 530.342.5844 F: 530.342.5845 Email: cfstUd-cfschico.com JOB INFORMATION ADDRESS 9116 Lott Road- Durham, Ca COUNTY Butte NOTES: P-7. BSE PO Ty- BUILDINGKSMO APPROVED _ f-�v �f �A TV ❑Shop Drawings ❑copy ®Sealed Drawings ❑Submittal ❑Field Set DESIGNER: Becky Marshall ENGINEER: TRUSWAL SYSTEMS 800-322-4045 Apprvd Inspection Agency CONTINENTAL: 916-718-5217 P.O.Box 785 Lodi, CA 95241 ru55 12AA5 Standard 13race 19etail5 ® 5619-01 truss 19rawinq Notes ® 5619-03 Web 6racinq ® 5619-05 Alternate brace ® 5619-09 Lateral 6racinq Gable Fnd 19etail5 ® 09-12 Gable Fnd 19etail5 ® 6 P-14 Wind Load Pracinq ® 6F19-16 Gable 6racinq ❑ CZ19-18 19utch Gable PCLA5 Nip Foof Petail5 ❑ HP,[? -21 end Jack/ pafter 19etail5 ❑ HR2-22 6' Set back ❑ Np19-23 pressure Plock ❑ NI219-24 Nip Cunnections ❑ Nt?19-25 end Jack Connections 5pecialt� 19etail5 ❑ 519-50 False Frame ❑ 519-32 Ladder Frame ❑ 519-34 Pearinq Plock ❑ 519-36 Nat fru55 ❑ 519-39 Valleq Trusses ]BUTTE COUI SEP 1 12007 DEVILOP'Ii'I' " On VICES Jill lJJJ I I 11" 1 117r tim twoom,;If 4wh bmur$WSMA, UL "WrAwk & Ly . . :.;g &* I at "M M Lkk.—An, AUX; t .9 P)o - st, '71 kwt OffZ;, k C.4 T -,V 6 M Mo - OLA .. ........ . . ......... . . ... .... ..... . mar— El P 34 SEAL P4pgfu "al" RM Mis Aftfoss WA RM NGif 4M roilkw* on ifilts *N* r iai**4 I:ot, b z rams Wb: 40,6,j (*r for"t-w4" tpli, 'NJ - TRU ata �;PvSF1 PC, kivw1�1,0 Rep Mr fAmp 1,00 LI Air Tong. a' ¢} PC 4w join; PH` e,i,44 IV, - I MMZ. tk- rmpi Irsi Depth and:span.d*emIqn; Chord PACNI 4 a Pktm per Rvvtti re rp ft mo ts EJArjstrrsesn dactars to I1k16ff and metal conin=Wro PaCINV, -and jesig 1) Seadirig reoi;tlon rww'(p6u6* plow tMNS,& scams Combined sifet;s index hie webs and . tiFo)dmum c omptes*n end ten 'sIdn. jM Wce.s ror, webi;W thur& WoundO deflect w rats and ll2eqj!redtruss mernberbra.cing *<-i cm Ap 1• SBD -03 TROMAL sYSLEgas 4445 NORTHPARK DRIVE, SUITE200 COLORADO SPRINGS, 'Co 1$0907 LO .(600) 322-4,045 FAX;(710) 598,5463 0 C001100:160 5/9103 Users of Truswal engineering; TX,01.087101 1 The TrusPl lsym engineering software will correcdy design the location requirements for perinsnent. continu¢us lateral bracing (CLB) on members for wh%ch it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing 0 bracing. In general; this brscing is done 'by using Triuswal Systems Brace«ltT or a -1`x or 2x member (attached to the top or bottom edge of the mernber) running perpendicular to the trusses and a.dequotely designed, connected and braced to the building per the building desigrier (See ANS1/TPt current version). The follow ng are other options (when CSB bracing is not: possible or desirable) that will also satisfy bracing needs for individual members- (not building system bracing): 1. A 1x4 or 2-x4 sutictura,lly graded ,r' brace may be nailed ilait to the edge of .the member (up to 2x6 web members only) with 10d common. or baX nails at 8r a,c, 0 only. one brace is required, of rrtay be nailed to both edges of the rner ber if. two bracas.,are requireb; The °T" brace must extend a Minimum of 30% of the member's lengthy. icor W and larger vi4b members, bracing rni4st be stone par building designer, or 2.. A scab (add-on) of the same size -and structural grade as the: member may be nailed to one face of the,, r eeiMber with IOd common or box I -- nal I s --.nalIs at 8" o. c. if only one'bcaca is required, or may bt.nailed to bath faces of the member if two braces are required. A minimum of 24 scabs are required for any member exceeding 14'-0"' in length..° : ,f Scabs) must extend:e minimum/ of 90% of the members length. 3. Any member .requiring more than t+vo braces must use perpendicular bracing or a combination of scabs and '7 braces; or any. othe't - approved rnethada as specified and.approved by the buildlrig design gXAMPLIES 2. X 11 �I ACF CA oCg� t.. 906 l L Please contact a Truswal engineer if .there Ore any questivq 57ANVARD PETAL #q-% TRW MoWks,*v owma LAWIeNt AT BEARM Kk.Ls. r-pR t-A"LMP, SM, OR M FM M6 5t"'OW ONLY., V VeM'TP-AMFW &LOKW. JZM.#1 20, DFL STANDARD rPON11HUGh LATEM SRA4,lWo, 2. 10d NAIS 7ypi f ->A De" Lm VAJ4 241, MR 93 ONLY 24`l AW 69LATER---4 rrE* #J, 2, f PAIS: Or DIASONk DRACINS AT 2C'-4" 'Crw. MAX, 2X,4 -DPL STD. U*Mlk TO 4P (APPRM L4 L 46 2x BLOCXW. MATCH Wrom 04ORD ZIORTMOS LATgoI -ALT, W44GINS LCCAtg F 4�0 At- SLPPORT, OF YMTICAL., SWTM A -A 2x'15LOC,KINS BEAMS KAU. If W Li Com• r 1 �� _ - O-' V _ ,'' h LL Ln dIL Ln Ln tt. W r i d 1 I-.:.. �e W _ ••fie. t l p p �`y' ; r ,� n r N r> =. u RO i C M lil r/f 00 Ces Cl R .? 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OUTLOOKSAS CUT INTO C BLE E9. ~� 32''a.e. //yppy,,77 i 4wl9FIACE I VJ J� ! 2x4 92 MINIMUM Cq?{T1NL10VS N1'4rJNGBACK aRACCO TO WMF v I�� tiTRUC7vnE AT f. --O- 1AAAltMAA. vzp ; 74N _ k1 011 A g1f'{4N69ACKAI; ,��1br4;:fiTAtJEdQBAIX8RTICED 4-10' CLiEAsPAFI. 70 aArri aTlvew ' jo" MUM d'•1.8•CLEARSPAN, aO MFH �* 'I V `. ODMNEL�liOtA MINIMUM eRADrr-c "or%D5 Atm, STU TIS 214 STWISTANDARD, lx� - 5TU05 TO FIE MAXIMA M 24•u.a.. AVAIL f[RACINO;FFI 14EEL nLA7F; 3-4 Mv41 x4 t2mm 66 42xto L BC 61'LICE; 4.4 12x41 &6 f2XB) .A #AAXJMUM 40 PW LIVE LOAD. ROWFA k*,%J0 EXP0941t4C,. MAO THAN 20W WALL! MIGHT, t6,• No. C Exp. i muh.s. CONTINUOUSMEARINO, ALL 2m4 COTr NUOU11.1FAC010 YgM 16111 HARS,AT.24' 0,4, TO M4F.•WAL1 PLAIT . SECTION A UANLE LNO 0AMhO C0.14KC)ION DETAILS MN, NAII,PAQUIREMENTS.SHOWM 20 SORO.CLOCK WITH 3•164-NAK,S Bill AT 0`6.c, qmu mo 8HEATMINA TO OANLE LA. CNp'AND Od. kAIL6 FF10M SHEA 011NO TAV56,, Rd AT P' rv,a. TO 9I OCT'. AT - 1-i8dled AT 241 n,e. a dtl led I 1 K • NOTL:H 4f 9�• o,o..' ySOL1) 9iOC1C f,� AT . 1 1 2.10d aanl 2100 TOE.' 2s•o,�. Ix4.6AAGE I1AIL[PEA: [Xip MATH 4! 16d 14A LS z U$t: 9FAQN0. caNT�N��ous GABLE DETAILS D41 E 20 110 I uwwwi. srimu% Crr3,'i MAbOR C•t7 WARNING Aral:ll PC$** on tAte Eheef arrtl Sure i Copy aJ K 10 thg 1:r#CJMV ConlMatoc ly •Mf! y4y "w •:rj^�1,N41w.Y:6,JtmnXn¢I• )nH A!^t 000u9W P.QI.WIL06*111 et}•�r^a'n�9poln{RiIIIrD[J'Yra'in090�v b1 :idNjnCJ. Ninl Wlrp`Tro'1Rn.al Tfl xnO AF W„16 rbti., tiu�a. Hnl�7^nOO�l1l i!•111.�*!E17 OFMJUfIi!l Y.W'11iL.: uVVIlLLal. tw intr�rt.{.1J1:rr.'pn�V70ov n,l,n,l.�um av�^rha•1 y,ln.pra IlftM hM3slw, T,c• a.M14C ce44W" 45Cpy11%lhb Ts%ws •ef 79t. m 0 ll li wWWI 41 PON iY IN* W>Iliii M:poS.T Br 14 WAL.0-11t wk -Is ..W/.,II.'.p YYt k.4'j-4 lryr" mat cr,.Kyll swvmtp lefin. WAW, -1w u W -11,.-,u lInil "ahn.prpycwM-arI Rr.+o\i7r?1, tuan!5 r�nwMn^nra 09" �d:ewe lr I•rwiagpOa.M•.Mr}yw.1\.rali_n•�PYy l�,•J.\a 4u:UY..fY,(/l\ rb.'.a,q:ut�l awl ml Uu NI1uJ.ily a0.t."00WI'm 44 91019.'999 MOUra IV% IAtwcw 061"dw 0YURAtrOh9M. F4I8n�a.lunTQ rmq YlOMupItYYN w.s:,,lYu9,Ml•U•LHOOaysMHtr9^,'1pv:Iccfo M•N:lAL-91'Tmwi fLLAUre Cd11P,;M,*tpn;MD Poll RUV444ATl Cor+Nk?T�p !! n;tmjI;"il- (OiTtYA'MANOLYv01113TAiYWiAW'ifNCNSI M�T71LfVR6 CCN1[ClFD LWW8TpAMae4'-4Wbm0AMYMI0*1 H IJWPVY 7HE°-T hj T/s '!I,. ir�.s 14Y.nMMa. {rRj .la�ro'J.t ip;! lY�,piro W r.0. wMOiY�.Tlht9ws-n al/1B, 1T� /w•oY6Nr FuA7 nd r%,W AuoWl,�t y1►P.�'Nyro949u-P 1650 ri�..INWA) Mr.NN. 6u IbtlllAlwr oG 2aa9n GED - 16 /Job Name: WALTERS 1232 . Truss ID: A01 G- Qty: 1 BRC X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. 1 0- 1-12 346 3.50" 1.50" BC 2x4 DFL #1 & Btr. 2 3- 7-14 186 3.50" 1.50" DC SLIDER 2x4 DFL #1 & Btr. 3 5- 6-14 38 3.50" 1.50" WEB 2x4 DFL STANDARD 4 7- 5-15 238 3.50" 1.50" GBL BLK 2x4 DFL STANDARD 5 9- 4-15 58 3.50" 1.50" PLATE VALUES PER ICBG RESEARCH REPORT #1607. 6 11- 4- 0 81 3.50" 1.50" Loaded for 10 PSF non -concurrent BCLL. 7 13- 3- 0 378 3.50" 1.50" Mark all interior bearing locations. 8 14- 9- 0 378 3.50" 1.50" May use adequate staples for gable blocks. 9 16- 8- 0 81 3.50 1.50 BUILDING DESIGNER MUST VERIFY CABLE LOADS! 10 18- 7- 1 60 3.50" 1.50"+] gable bracin re uired G 58" intervals, 11 20- 6- 1 238 3.50" 1.50" 9 q 12 22- 5- 2 38 3.50" 1.50" if exposed to wind load applied to face. 13 24- 4- 2 186 3.50" 1.50" See "General Cable Details', C002065035. 14 27-10- 4 346 3.50" 1.50" Attach secondary top chord if shown with BRC REQUIREMENTS shown are based ONLY Y ( ) on the truss material at each bearing min. 2-4 (2x4) or 3-6 plates (2x6) at 24" MAX DEFLECTION (span) o.c. and applied rotated, in addition to L/999 MEM 12-13 (LIVE) LC 19 the heel plating shown. The secondary top L- -0.01" D- -0.01" T- -0.02" chord may be notched 1.5" for outlookers, CRITICAL MEMBER FORCES: max. DO NOT NOTCH WHERE SHOWN BY (° ). TC COMP.(DUR.)/ TENS.(DUR.) CSI + + + + + + + + + + + + + + + + + + + + + + oL-Rs -(1.25)/ 39(1.x5) 0.19 OVERHANG(S) MAY BE SHORTENED UP TO 3" MAX.! 1-2 -1381.25/ 261.zs 0.31 Overhang g 2-3 -122 1.60 / 233 1.25 0.32 g Soffit loading = 3.0 psf 3-4 -601.60 / 1741.25 0.11 ++++++++++++++++++++++ 4-5 -60(1.60)/ 174(1.25) 0.11 S-6 -122((1.60))/ 233((1.253 0.32 6-7 -138 1.25 / 26 1.25 0.31 RS -OR 0(1.60)/ 39(1.25) 0.19 BC COMP.(DUR.)/ TENS.(DUR.) CSI 8-9 -337(1.25)/ 126(1.60) 0.20 10 0.02 10-11 % 0.01 11-12 / 002 12-13 / 0..20 2w10 Ca298<ISI 1u25)% TE157(1 U60) O.03 3-10 -234(1.25)/ 168(1.60) 0.07 5-11 -234((1.253/ 168((1.60)) 0.07 6-11 -298 1.25 / 157 1.60 0.19 6-12 -192(1.25)/ 57(1.60) 0.03 Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Install interior support(s) before erection. PLATING BASED ON GREEN LUMBER VALUES. This truss is designed using the CBC -01 Code. Bldg Enclosed - Yes, Importance Factor - 1.00 Truss Location m Not End Zone Hurricane/Ocean Line No,Exp Category - C Bldg Length m 44.00 ft, Bdg Width 26.00 ft Mean roof height m 10.56 ft, mph 80 CBC Standard Occupancy, Dead Load a 15.6 psf ' 1 i 14-0-0 2 114-0-0 3 4 5 6 1 7 R Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: KEN WALTERS W2 X4 This design ieCfor inelvidual building component not Waa system. It hes been based on a,m,alona provided by the component manufacturer WO • Dri ve_N_070548_L00008_300001 4.00 W2X4 W2X4 -4.00 ceren and done in danc with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Ds • RM W2X4 W2X4 are to be verified by the component manufacturer and/or building designer prior to fabricotion. The bWldirp designer must ascertain that the loads 9 n r W2X4 W3X4 W2X4 11limd on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord "',TYP W2X4 W,•SX4 1.5X4 W2X4 is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless othervfse W2X4 W2X4 W2X4 SnowDur L=1.15 P=1.15 ® SYSTEMS W 3X TC Dead 3X4 Rep Mbr Bnd / Comp / Tens 4_,1,5 and brace this truss in accordance with the following standards:'Joint and Cutting Detail Reports'available as output from Truswal software. 'ANSI?PI BC Live 0.00 psf 1.15 / 1.00 / 1.00 W X4 1', WTCA V- Wood Truss Courxil of Americo Standard Design Responsibilides.'BUILOING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf 2X4 RW 3X8 (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, W 3 x Wisconsin 53719. The American Forest and Paper Association (AFPA)islocated It1111,9th Street. NW, Sts 800,Washington, DC20036. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/36 0-3-15 W3X4 W2X4 W3X4 W2X4 W3X4 W2X4 W 5X6 W2X4 '28-0-0 )� 8 9110 -fl 12 13 TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT UPLIFT REACTION(S) : Support 1 -12S lb Support 2 -21 lb Support 3 -23 lb Support 4 -36 lb Support 7 -142 lb Support 8 -142 lb Support 11 -36 lb Support 12 -23 lb Support 13 -21 lb Support 14 -125 lb wa. 1 5-7.11 SHIP = 11 0-3-15 A?I connector plates are Trusual 20 ga. unless preceded by "W for Weve 20 ga., "MS" for HS 20 ga., "S" for SS 18 Be. f -in Alpine; or preceded by "MX" for ThM.T 20 ga. or "H" for 16 ga. from Tr uswal, positioned per Joint Detail Reports. Circled plates and false framere plates apositioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 9/12/2007 413 - CFST (GU R Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: KEN WALTERS This design ieCfor inelvidual building component not Waa system. It hes been based on a,m,alona provided by the component manufacturer WO • Dri ve_N_070548_L00008_300001 ® ceren and done in danc with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Ds • RM #LC 22 are to be verified by the component manufacturer and/or building designer prior to fabricotion. The bWldirp designer must ascertain that the loads 9 n r = WT' 2 58# T R U S WA L 11limd on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 16.00 psf Li veDu r L=1.25 P=1.15 is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless othervfse TC Snow 0.00 psf SnowDur L=1.15 P=1.15 ® SYSTEMS noted. Bracing shown is (er lateral support of components members only to reduce buckling length. This component shall not be placed in any arvironment that will cause the moisture content of the wood in =and 19% and/or cause connector plate corrosion. Fabricate, handle, install TC Dead 12.00 psf Rep Mbr Bnd / Comp / Tens J?W Building Components Group, Inc. and brace this truss in accordance with the following standards:'Joint and Cutting Detail Reports'available as output from Truswal software. 'ANSI?PI BC Live 0.00 psf 1.15 / 1.00 / 1.00 1', WTCA V- Wood Truss Courxil of Americo Standard Design Responsibilides.'BUILOING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf 0. C. Spaci ng 2- 0- 0 4446 Northpark Dr. Sto. 102, Colo. Spit., CO 80907 (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.5 Wisconsin 53719. The American Forest and Paper Association (AFPA)islocated It1111,9th Street. NW, Sts 800,Washington, DC20036. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/36 Job Name: WALTERS 1232 Truss ID: A02 Y' Qty4 16 BRG X -LOC REACT SIZE RE D.. TC 2x4 DFL #1 & Btr. Plating spec ' ANSI/TPI - 1995 UPLIFT REACTION(S) 1 0- 1-12 1191 3.50" 1.50" BC 2 x 4 DFL #1 & Btr. THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -162 lb ® 2 27-10- 4 1191 3.50" 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -162 lb BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the T R U S WA L on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR CBC -01 Code. MAX DEFLECTION (span) PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed =Yes, Importance Factor 1.00 L/999 MEM 7-8 (LIVE) LC 15 + + + + + + + + + + + + + + + + + + + + + + GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Truss Location Not End Zone RM Building Components Group, Inc. Lm -0.19" D- -0.19" T. -0.38" CRITICAL MEMBER FORCES: OVERHANG(S) MAY BE SHORTENED UP TO 3" MAX.! HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line - No Ex Cate or 9 C Tc COMP.(DUR.)/ TENS.(DUR.) CSI OL- 0(1.98)/ Overhang Soffit loading - 3.0 psf + + + + + + + + + + + + + + + + + 10.00 psf Width Bldg Length 44.00 ft, Bldg Width Mean 26.00 ft 1 39(1.25 0.19 1-2 -2494(1.25)/ 38(1.603 0.41 2-3 -2211(1.25)/ 288(1.60) 0.38 + + + + + roof height - 10.56 ft, mph - CBC Standard Occupancy, Dead Load - 15.6 80 psf 3-4 -2211 1.25)/ 268(1.60) 0.38 Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/36 4-5 -2494 1.25)/ 317(1.603 0.41 5 -OR .0(1.25)/ 39(((1.25)) 0.19 C-201((/.60))/ T2319((/u25)) CSI 687 0.54 0.17 8-9 -201(1.60)% 2319(1.25) 0.54 , yB COXP.(WR. / TENS. <DUR.) CSI 2-7 -421(1.253/ 173(1.60) 0.09 ' 3-7 -26((1.60))/ 711((1.25)) 0.29 3-8 -26 1.60 / 711 1.25 0.29 4-8 -420(1.25)/ 173(1.60) 0.09 4-1t 15 1W3. 2 0-3-15 14-0-0 14-M 1 2 3 4 5r 4.0,0 4.007 VV5X6 B1 B2 VV;308 W:308 R:1191 R:1191 U:-162 U:-162 This design is for an individual building component not Was system. It has been based on specifications Provided by the component manufacturer / 28-0-0 All connector plates are Tmswal 10 Be. unless preceded by "W" for Wave 20 ga., "HS" for HS 20 ga., "S" for SS 18 ga. from Alpine; or preceded by "re MX" for TWX 20 ga. or "H" for 16 ga. from Trusmal, positioned per Joint Detai i Reports. Circled plates and false frame plates apositioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). _ar.s✓ 9/12/2007 413 - CFSTA CG4� Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: KEN WALTERS This design is for an individual building component not Was system. It has been based on specifications Provided by the component manufacturer WO • Dri ve_N_070548_L00008_300001 ® end tlone in accordance with the current v -i-. of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions a re to be verified by the component ponent manufacturer and/or building designer prior to fabrication. The designer must escartnin that the loads Ds nr: RM g #LC = 22 WT: 145# T R U S WA L utilised on this design meat or e> - the Ioadin imposed by the local building coda end the paniwlar application. The design assumes that the lop chord TC Live 16.00 psf Li veDu r L=1.25 P=1.15 Is laterally braced by the root or Boor sheathing and the bottom chord is laterally braced by a dgid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® SYSTEMS noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any ennronment hatwllcauseNemdsturecontantof hevmdloexceed7g%antlorcausewnnecto date corrosion. Fabricate, handle, install TC Dead 12.00 psf Rep Mbr Bnd / Comp / Tens RM Building Components Group, Inc. and brace this buss in accordance with the following standards: 'Joint and Cutting Detail Reports'available as output from Truswal softwere, 'ANSI7rPl BC Live 0.00 psf 1.15 / 1.00 / 1.00 1', WTCA V - Wood Truss Council of America Standard Design Responsibilitles,'BUILDING COMPONENT SAFETY INFORMATION' - BC Dead 10.00 psf 0. C. Spaci ng 2- 0- 0 4418 NoRhpoM a. Sfa. 102, Colo. SM., CO 80807 (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Omfdo Drive, Madison, TRUSPLUS 6.0 VER: T6.5.5 Wisconsin53719. The American Forest and Paper Association (AFPA)islocated at111119thstreet. NW, Ste 800,Washington, DC2003e. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/36 Job Name: WALTERS 1232 Truss ID: A03 ✓ Qty: BRG X -LOC REACT SIZE RE?;TC 2x4 DFL #1 & Btr. Plating spec : ANSI/TPI - 1995 UPLIFT REACTION(S) ' 1 0- 1-12 1266 3.50" 1.50" BC 2x4 DFL #1 & Btr. Attic room load 0 psf, plus any added Support 1 -143 lb ' 2 27-10- 4 1266 3.50" 1.50" WEB 2x4 DFL STANDARD loads indicated. Room LL Defl. is L/360. Support 2 -143 lb ERG REQUIREMENTS shown are based ONLY TIE BEAM 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF This truss is designed using the on the truss material at each bearing Lumber shear allowables are per NDS. MULTIPLE LOAD CASES. CBC -01 Code. MAX DEFLECTION (span) : PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, Bldg Enclosed - Yes, Importance Factor - 1.00 L/999 MEM 11-12 (LIVE) LC 3 Loaded for 10 PSF non-concurrent'BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR Truss Location - Not End Zone L- -0.23" D- -0.17" T- -0.40" Attic collar tie requires lateral bracing 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Hurricane/Ocean Line No Exp Category - C CRITICAL MEMBER FORCES: shown lus bracin at the ane1 of nts of GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Bldg Length - 44.00 ft, Bldg Width - 26.00 ft TC COMP. (DDR.)/ TENS. (DUR.) CSI 9 P P g 9 g OL- 1 0(1.60)/ 39 1.25 0.22 the co lar tie (unless noted otherwise), HANGERS MUST BE RE-EVALUATED (BY OTHERS). Mean roof height - 10.56 ft, mph - 80 1-2 -2R21(1.25)/ 125{1.603 0.33 or rigid sheathing is required. PLATING BASED ON GREEN LUMBER VALUES. CBC Standard Occupancy, Dead Load - 15.6 psf 2-3 -2225 1.zs / 82(1.60) 0.50 + + + + + + + + + + + + + + + + + + + + + + ----------LOAD CASE #1 DESIGN LOADS ---------------- 3-4 -2011 1.25 / 95(1.60) 0.53 OVERHANGS) MAY BE SHORTENED UP TO 3" MAX.! Dir L.Plf L.Loc R.Plf R.Loc LL/TL a -S -16 1.60 / 207(1.253 0.52 /T 5-6 -11 1.60 / zo8 1.zs o. sz Overhang Soffit loading - 3.0 psf TC Vert 62.00 - 2- 0- 0 62.00 0- 0- 0 0.52 6-7 -20011.25 / 91(((1.60 0.52 ++++++++++++++++++++++ TC Vert 56.00 0- 0- 0 56.00 11- 4- 4 0.57 7-e -2218 1.zs3/ 8111.601 o. so TC Vert 56.00 11- 4- 4 56.00 12- 0-12 0.57 8-9 -zezz 1.25 / los 1.60 0.33 TC Vert 56.00 12- 0-12 56.00 15-11- 4 0.57 9 -OR o 1.zs / 39 1.25 o. zz TC Vert 56.00 15-11- 4 56.00 16- 7-12 0.57 BC COMP.(DDR. / TENS. (OUR.? CSI TC Vert 56.00 16- 7-12 56.00 28- 0- 0 0.57 10-11 -31(1.60/ 2633(1.25) o.as TC Vert 62.00 28- 0- 0 62.00 30- 0- 0 0.52 11-12 -34(1.60)/ 2629<1.25> 0.55 12-13 / zo3a(1.zs) o.sz BC Vert 20.00 0- 0- 0 20.00 11- 4- 4 0.00 13-14 -16(1.60)/ 2629(1.25) 0.55 BC Vert 20.00 11- 4- 4 20.00 16- 7-12 0.00 14-15 -12(1.60)/ 2634(1.25) 0.45 BC Vert 20.00 16- 7-12 20.00 28- 0- 0 0.00 WB COMP. TENS. (DUR.) CSi .Type... lbs X.LOC LL/TL Fastener z-11 / 120 1.zs o.os TC Vert 75.0 12- 0- 0 0.42 z-12 -700(1.25)/ 1271.80 0.38 TC Vert 75.0 16- 0- 0 0.00 3-12 362 1.25 0.15 7-13 / 358((1.253 0.15 B-14 39 -706(((1.25)))/ 107 B-14 95 0.90 0.05 4T6 �2253(1u25)/ TE132(1u60) 0.71/ TOa 14-0-0 14-0-0 M iy'** COP 1 2 3 4 5 6 7 8 9 h. •• y '"e•3yf b 4.00 I F4 33X4 75# i W 1.5X4 4.00 W� W 1.5X4 W 3X6 B� 4-1 -15 W3X4 W3X4 3- -0 5-7-11 W3X8 5-00 W3X8 I SHIP x = 11 0-3-15 W 1.5X4 W3X4 W5X8 W 1.5X4 0-3-15 @1 308 11-6-0 : I R:1266 U:-143 B2 W:308 R:1266 U:-143 2F-:2�2F 0-01 1 28-0-0 10 11 12 13 14 15 All connector plates are Truswal 20 ga. unless preceded by "N'• for Nave 20 ga., ••HS•' for HS 20 ga., "S" for SS 16 Ba. from Alpine; or preceded'by "MX" for TMMX 20 ga. or "N" for 16 Be. from Troswal, positioned per Joint Detail Reports. Circled plates and false IF- plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 9/12/2007 413 - CFST WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: KEN WALTER$ (C4� This design is for an indiv dual buildi g --rent not truss system. 11 has been based on Specifications provided by the component manufacturer WO • Dri ve_N_C 70548_L00008_J 00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions aretobe verified bythecomponenl manufaclurerand/or buildingdeaigner prior tofabrication. Thebuildirt designermustascertainthat the loads Ds n r : RM g #LC = 38 WT' 158f1 T R U S WA L u0liasd on this design meat or m¢aed the loading imposed by he local building code and he particular application. The design assumes that he lop chord TC Live 16.00 psf L i veDu r L=1.25 P=1.15 is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid Sheathing material directly attached, unless otherwise TC $nOW 0.00 psf Sf10WDUr L=1.15 P=1.15 noted. Bracing Shown is for lateral support of components members only to reduce buckling length. This component Shall not be placed in any Wit TC Dead 12.00 psf Rep Mbr Bnd / Comp / Tens ®SYSTEMS #FW Building enironmentthat cause the moisture content ofthe wood toa-ead19%and/or cause connector plate corrosion. Fabricate. handle. install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software. BC Live 0.00 psf 1.00 / 1.00 / 1.00 Components Group, Inc. 'ANSI/TPI 1', WTCA 1'- Wood Twas Council of America Standard Design Responsibilities,'But UOING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf O. C. Spaci ng 2- 0- 0 4445 Northpark Dr. Sto. 102, Colo. Spge, co '0007 (BCSI "3) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) ie located at 583 D'Onofdo Drive, Madison, TRUSPLUS 6.0 VER: T6.5.5 Wisconsin 53710. The American Forest and Paper Association(AFPA)islocated atI11119th Street. NW, St. 800,Washington, DC2003e. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/36 Job Name: WALTERS 1232 Truss ID: A04G Qtv: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. 1 0- 1-12 346 3.50" 1.50" BC 2x4 DFL #1 & Btr. 2 3- 7-14 186 3.50" 1.50" DG SLIDER 2x4 DFL #1 & Btr. 3 5- 6-14 38 3.50 1.50" WEB 2x4 DFL STANDARD 4 7- 5-15 238 3.50" 1.50" GBL BLK 2x4 DFL STANDARD 5 9- 4-15 58 3.50 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. 6 11- 4- 0 81 3.50" 1.50" Loaded for 10 PSF non -concurrent BCLL. 7 13- 3- 0 378 3.50" 1.50" Mark all interior bearing locations. 8 14- 9- 0 378 3.50" 1.50" May use adequate staples for gable blocks. 9 16- 8- 0 81 3.50" 1.50 BUILDING DESIGNER MUST VERIFY GABLE LOADS! 10 18- 7- 1 60 3.50 1.50" 11 20- 5 - 1 238 3.50 1 50" B [+ gable bracing required 0 58" intervals, " 12 22- 5- 2 38 3.50 1..50 i exposed to wind load applied to face. 13 24- 4- 2 186 3.50" 1.50" See "General Gable Details', 0002065035. 14 27-10- 4 346 3.50" 1.50" BRG REQUIREMENTS shown are based ONLY Attach secondary top chord (if shown) with on the truss material at each bearing min. 2-4 (2x4) or 3-6 plates (2x6) at 24" MAX DEFLECTION (span) : o.c. and applied rotated, in addition to L/999 MEM 12-13 (LIVE) LC 19 the heel plating shown. The secondary top L- -0.01" D- -0.01" T- -0.02" chord may be notched 1.5" for outlookers, CRITICAL MEMBER FORCES: max. DO NOT NOTCH WHERE SHOWN BY ("M6). TC COMP.(DUR.)/ TENS.(DUR.) CSI + + + + + + + + + + + + + + + + + + + + + + OL -RS 0(1.25)/ 39(1.25) 0.19 OVERHANG(S) MAY BE SHORTENED UP TO 3" MAX.! 1-2 -138(1.25 / 26 1.2s>> 0.31 Overhang g 2-3-122S1.6o/ z33S1.2s o.3z g Soffit loading 3.0 psi 3-4 -60c1.60 / 1741.25 0.11 +++++++++++++++++++++ + 4-5 -60(1.60)/ 174(1.25) 0.11 5-6 -122((1.603/ 2330(1.25)) 0.32 6-7 -138 1.25 / 26 1.25 0.31 RS -OR 0(1.60)/ 39(1.25) 0.19 BC COMP.(DUR.)/ TENS.011R.) CSI 8-9 -337(1.25)/ 126(1.60) 0.20 10 1 j o.oi YB COMP. DUR. / TENS.(DUR.) CSI 2-9 -192 1.25 / 57(1.603 0.03 2-10 -298 1.25 / 157(1.60 0.19 3-10 -234(1.25)/ 168(1.60) 0.07 5-11 -234((1.253/ 168((1.603 0.07 6-11 -298 1.25 / 157 1.60 0.19 6-12 -192(1.25)/ 57(1.60) 0.03 Plating spec - ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Install interior support(s) before erection. PLATING BASED ON GREEN LUMBER VALUES. This truss is designed using the CBC -01 Code. Bldg Enclosed - Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line No,Exp Category - C Bldg Length - 44.00 ft, Bdg Width - 26.00 ft Mean roof height - 10.56 ft, mph 80 CBC Standard Occupancy, Dead Load - 15.6 psf I 1 14-0-0 2 W 2X34 4 5 14-0-0 6 7 413- (FST 4.00 W2X4 W2X4 -4.00 (�3t W2X4 W2X4 W2X4 W3X4 W2X4 «.TYP W2X4 W1.SX4 1.5X4 W2X4 ere to be verified by the component manufacturer andlor building designer prior to fabrication, The building designer must ascertain that the loads Dsgnr: RM W2X4 W2X4 W2X4 T R U S WA L utilized on this design most or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord W 3X 3X4 Li veDu r L=1.25 0=1.15 4-1 -15 is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached• unless otherwise TC Snow 0.00 psf W 4 noted. Bracing shown is for lateral auppon of components members omy to reduce bucklirq length, 113 component shell not be placed in any -A-rmentlhatwit cause themoisture content ofinewoodtoexceedlg%and/o cause connector plate corrosion. Fabricota,handle.install N2X4 R W 3X8 1 Rep Mbr Bnd / Comp / Tens /i~ya►Building Components Group, Inc. W 3X8 x 0.00 psf 1.15 / 1.00 / 1.00 0-3-15 BC Dead 10.00 psf O. C. Spaci ng 2- 0- 0 W3X4 W2X4 W3X4 W2X4 W3X4 W2X4 W 5X6 Wisconsin 53719. The Am wican Forest and Paper Asvocisdort (AFPA) is located at I I 11 1 gth Street. NW. Ste 800, Washington. DC 20038. W2X4 i /28-040Fri t 8 9 \--10-11 12 13 l TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT UPLIFT REACTION(S) ' Support 1 -125 lb Support 2 -21 lb Support 3 -23 lb Support 4 -36 lb Support 7 -142 lb Support 8 -142 lb Support 11 -36 lb Support 12 -23 lb Support 13 -21 lb Support 14 -125 lb �:�'•s� Via, fc r��� r k ` All connector plates are Truswal 20 ga, unless preceded by "W" for Wave 20 ga., "HS" for HS 20 ga., "S" for SS 16 ga. from Alpine; or preceded by 'MX" for TWX 20 ga. or "wn H" for 16 ga. from Truswal, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shoabove. Shift gable stud plates to avoid overlap with structural plates (or staple). 9/12/2007 413- (FST Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: KEN WALTERS (�3t This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer . WO' Dri ve-N_070548_L00008-300001 ® end done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions ere to be verified by the component manufacturer andlor building designer prior to fabrication, The building designer must ascertain that the loads Dsgnr: RM #LC = 22 WT: 258# T R U S WA L utilized on this design most or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 16.00 psf Li veDu r L=1.25 0=1.15 is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached• unless otherwise TC Snow 0.00 psf SnowDur L=1.15 P=1.15 ® SYSTEMS noted. Bracing shown is for lateral auppon of components members omy to reduce bucklirq length, 113 component shell not be placed in any -A-rmentlhatwit cause themoisture content ofinewoodtoexceedlg%and/o cause connector plate corrosion. Fabricota,handle.install TC Dead 12.00 psf Rep Mbr Bnd / Comp / Tens /i~ya►Building Components Group, Inc. and brace this truss in accordance with the following standards: 'Joint and Cutflng Detail Repone available as output from Truswal software. 'ANSI?PI SC Live 0.00 psf 1.15 / 1.00 / 1.00 1', WTCA 1•- Wood Truss Council of America Standard Design Responsibilities ,'But LONG COMPONENT SAFETY INFORMATION' - BC Dead 10.00 psf O. C. Spaci ng 2- 0- 0 4445 Narthpark Dr. Ste. 102, Colo. Spgs., CO 80007(SCSI 'T6.5.5 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: Wisconsin 53719. The Am wican Forest and Paper Asvocisdort (AFPA) is located at I I 11 1 gth Street. NW. Ste 800, Washington. DC 20038. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/36 0 62 © MAX RAMIREZ-DESIGNER rrou mnmmn ow ubx cmbw we ow DmDmYd wx Ramm: - De.Imw. em mewee nmlw wf mXam ody. A�yma,Nnmmne man. nyvmnam My Mmr, �rimw1 Ne Unipen aDPwval d xwx Ramitx-De9Pter,wa,y canLrumlon ne<mm nem Ane pam Moen wmewam eppwvald Da eemDmw.m mamnab, o, ony cwbe d ampaasgnw Ime,a lwwywawn er my Dram Dun wn Na. R.mwp- Defgnw. c+ao eammaauq waw faa RwNrei-OnlDrcr, ammnf b em Wtliydalmf, tub w ioyomaywy innrnn4 penlefNwe pr%en. 6pedNstim mpYattnmDanyNne pmf ero arom4lb «aa r.,wnny ax maamw cmwamf. SECTION -A + 1/4' = V-0' [INOTE THIS SECTION IS INTENDED TO BE AN ARCHITECTURAL _ REPRESENTATION OF THE FINISHED PROJECT AND IS NOT TO BE USED FOR O8TAJMI:CONSTRUCTION DIMENSIONS. is A FRAMING PLAN 1/4"= V-0' NOTES 1. FRAMING OF LOAD BEARING WALLS: 2x8 STUD WALL @ 16. O.C. W/ DOUBLE 2x8 OF R2 TOP PLATES, LAP ALL TOP PLATES 4'-0- WITH (12)16E EACH SIDE OF SPLICE. 2. BEARING HEADERS TO BE 4x12 OF 01 @ 2x4 WALLS AND 6x12 OF Rl @ 2x6 WALLS, TYP. U.N.O. 3. ALL BEARING HEADERS SHALL HAVE (2) 2x TRIMMERS, TYP., U.N.O. 4. ALL DOOR HEADER HEIGHTS @ S.W. TYP. U.N.O. 5. ALL WINDOW HEADER HEIGHTS @ 6-8-, TYP. U.N.O. S. EXTERIOR SILL PLATES SHALL BE SEALED BY USE OF GASKET, CAULKING, OR WEATHER-STRIPPING IN-BETWEEN MUD SILL AND CONCRETE FOUNDATION. 7. GYPSUM BOARD: CEILINGS: 12' CEILING BOARD, TYP. U.N.O. WALLS: 12' GYP.BRO. TYP., U.N.O. 8. -- 9. ALL POSTS IN WALLS, 8x6 OF/2, TYP., U.N.O. 10. KITCHEN: ACOUNTERTOPS @ 36- FROM FINISH FLOOR B. OVERHEAD CABINETS @ /7 DEEP, 24- TALL, ( TO CEILING IF OK W/ OWNER) BOTTOM OF OVERHEAD CAB @ 60- FROM FINISH FLOOR (CHECK W/OWNER) (CHECK W/ OWNER IF DEEPER CABS ARE REQUIRED) C. PLUMB REFRIGERATOR FOR WATER 11. ALL FIXTURES, DOORS, WINDOWS, FLOORING, INTERIOR 8 EXTERIOR MATERIALS. COLOR AND SMOM ER. AS PER OER, TYP. U.N.O. 12. WINDOW NOTE: THE TOP OF THE BOTTOM WINDOW SILL SHALL NOT EXCEED 44' FROM THE TOP OF FINISH FLOOR TYPICAL FOR ALL BEDROOM WINDOWS. 13. DOOR NOTE ALL DOORS SHALL BE INSTALLED @ CENTER OF WALL OR 4 12• MIN. FROM NEAREST INTERSECTING WALL TYP., U.N.O. 14. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ROOF SLOPES PRIOR TO THE ORDERING OF TRUSSES, KEYNOTE SCHEDULE (SECTIONA Q DIMENSION NOTES 1) SEE FOUNDA71ON PLAN FOR DIMENSIONS NOTSHOWN 2) FOUNDATION PLAN DIMENSIONS SMALL SUPERCEDE ALL OTHER DIMENSIONS WALL SCHEDULE 2x6 WALL @ 16. O.C. TYP., U,N.O. *'.^ 2x4 WALL @ /6' O.C., TYP., U. .0. KEYNOTE SCHEDULE (FLOOR) O 1/2- GYPSUM BOARD BY @ INTERIOR WALLS, TYP., U.N.O. 2❑ f2• GYPSUM CEILING BOARD @ CEILINGS, TYP., U.N.O. O -- ® FLOOR JOISTS, SEE PLAN. W/AN ENERGY FACTOR BELOW .58 4❑ LEVEL LANDING @ EXTERIOR DOORS, MINIMUM IDTRUSSES AS PER TRUSS MANUFACTURER. OINSULATION, SEE ENERGYCALCS. lu — DIMENSION NOTES 1) SEE FOUNDA71ON PLAN FOR DIMENSIONS NOTSHOWN 2) FOUNDATION PLAN DIMENSIONS SMALL SUPERCEDE ALL OTHER DIMENSIONS WALL SCHEDULE 2x6 WALL @ 16. O.C. TYP., U,N.O. *'.^ 2x4 WALL @ /6' O.C., TYP., U. .0. KEYNOTE SCHEDULE (FLOOR) O ATTIC ACCESS 22'X30- MIN. W/ ELEC. SWITCH& LIGHT, BY 12• MIN. FROM SURROUNDING WALLS, TYR, U.N.O. 2❑ WATER HEATER FIRE BOX MOUNTED 18* ABOVE FINISH FLOOR W/APPROVED SEISMIC STRAPPING TO WALL W/ R-12 BLANKET FOR ALL WATER HEATERS W/AN ENERGY FACTOR BELOW .58 4❑ LEVEL LANDING @ EXTERIOR DOORS, MINIMUM WIDTH = DOOR WIDTH AND MINIMUM LENGTH @ PATH OF TRAVEL a 36. O INSULATED HOSE 8186 © LENGTH OF WALL TO FIT COUNTERS & REFRIGERATOR ---------------- S.5. IM' STEEL TUSWG = I ® FRfwT8ITEM PORCHES. TYP.. U.N.O. I FTG. SEE 81501, TYP. i 4 s _ 3o3a xWo x410 I ww ® DW 6 jw i B^TI' MAS ER ®p KI-1EN 01NIN0 &ATN HCU0.1 , S M;• TER B GED; :x.1:1 A4 F 6 20 O 0 Kl --- C S` LIVING IC fe RCOs. gG'g 6F0ly B tiDOW 0 7 4' 8 a BAR SCALE 4CE : 1,232 SO. FT. HES: 1,057 SO. FT. U �m H Z O w O ILI ¢ K o a w a Z c E2 _N m °D •O 0)) O c 0 O) DO cu Q N N J U eco EM o cd cu cu co rn � C N `L Z ga¢ Z acro Off~ 0 Q LU LL w LL SIGNATU2E BY m U �m H Z O w O ILI ¢ K o a w a Z c E2 _N m °D •O 0)) O c 0 O) DO cu Q N N J U eco EM o cd cu cu co rn � C N `L Z ga¢ Z acro Off~ 0 Q LU LL w LL SIGNATU2E L0 C� CIDO N O O W'N^ N u7 C� 3 LL Xw O H g U) 0-1w >J N O CO 0 O CN O Z D Z w O/� 0 V/ U w E 0 x cu i SECTION -A 1/4•=1'-0' vmx- ENVIRON' IT , JUL 2 6 M6 CHICO, CALIItiORNIA NOTES KEYNOTE SCHEDULE (SECTION) WALL SCHEDULE LD REV. DATE BY 1. FRAMING OF LOAD BEARING WALLS: 2x6 STUD WALL Q 16' O.C.y// DOUBLE 2x6 OF IR TOP PLATES, 1R' GYPSUM BOARD S NO. OD L'7 cy)00 LAP ALL TOP PLATES 4'.V' W ITH (12)16E EACH SIDE OF SPLICE @ INTERIOR WALLS, TYP., U.N.O. ® 2.6 WALL ® 16.O.C, TYP., U.N.O. (1) ca 2. BEARING HEADERS TO BE 4x12 OF 01 0 2x4 WALLS AND 6x12 OF 01 ® 2x6 WALLS, TYP, U.N.O. 2❑1R' GYPSUM CEILING BOAR D @ CEILINGS, TYP., U.N.O. ;.xAr"4, 2x4 WALL ®16' O.C. TYP., U.N.O. yqp LCO '-' Q 04 N 0Uv 3 O 3. ALL BEARING HEADERS SHALL HAVE (2) 21 TRIMMERS, TYP, U.N.O. 4. ALL DOOR HEADER xE%LHrs®B'a•,rrn TYP. FLOOR JOISTS, SEE PLAN. ® I=j8 � �s to c') � 03 KEYNOTE SCHEDULE (FLOOR) S. ALL WINDOW HEADER HEIGHTS Q6'-6', TYP. U.N.O. a OAn1 Av�97EH P2 BATH 6. EXTERIOR SILL PLATES SHALL BE SEALED BY USE OF GASKET, © [1 ATTIC ACCESS 22'X30' MIN. W/ ELEC. SWITCH 8 LIGHT, DINING ROOM R1F�STER CAULKING. OR WEATHER-STRIPPING IN-BETWEEN MUD SILL AND CONCRETE FOUNDATION. � Y 12' MIN. FROM SURROUNDING WALLS, NP., U.N.O. LL BEDROON� TRUSSES AS PER TRUSS MANUFACTURER. O WATER HEATER FIRE BOX MOUNTED m y 7.GYPSUM BOARD: 1 B'ABOVE FINISH FLOOR $E wH W D LLIR'CEDINGBOARD, TYP. UN.O. CEIWALLS: WA1/C GYpJJRD, TYP„ U.N.DN.O. © INSULATION, SEE ENERGY CALCS. W/ APPROVED SEISMIC STRAPPING TO WALL rO � W/ R-12 BLANKET FOR ALLWATER HEATERS m W 1p g5a 6. W/ AN ENERGY FACTOR BELOW SB N N m C 1 B.. ALL POSTS;IN WALL DFA!•IYP.,,U.N.O..—. _ — m � _c 0 LEVEL LANDING ® EXTERIOR DOORS, MINIMUM c U O WIDTH=•DOOR WIDTH AND MINIMUM LENGTH-----. m tcp L) _.., 10. KITCHEN: ® PATH OF TRAVEL a 3W. 41 p p^ m N $ N LL LL LL A COUNTERTOPS®36' FROM FINISHFLOOR B. OVERHEAD CABINETS @ 12' DEEP, 24' TALI, DIMENSION NOTES O INSULATED HOSE BIBB H SO N U m 4 " (TO CEILING IF OK WI OWNER) BOTTOM OF OVERHEAD CAB ® SO' FROM FINISH FLOOR ❑6 LENGTH OF WALL TO FIT COUNTERS 8 REFRIGERATOR IT (CHECK W/OWNER) 1) SEE FOUNDATION PLAN FOR DIMENSIONS (CHECK W/ OWNER IF DEEPER CASS ARE REQUIRED) NOTSHOWN fEEOROCA7�7 C. PLUMB REFRIGERATOR FOR WATER 2) FOUNDATION PLAN DIMENSIONS SHALL 11. ALL FIXTURES, DOORS, WINDOWS, FLOORING, INTERIOR 6 SUPERCEDE ALL OTHER DIMENSIONS CIO EXTERIOR MATERNLS, COLOR AND STYLE AS PER OWNER, '1"� TYP. UN.C. O A 05-16-06 ' 12. WINDOW NOTE: /►1 AS SHOWN THE TOP OF THE BOTTOM WINDOW SILL SHALL NOT EXCEED DI TYR S �•/ 0"23 a 44' FROM THE TOP OF FINISH FLOOR, TYPICAL -FOR ALL ' BEDROOM WINDOWS FIG. SEE S ISDI, TYP. Al NOTE: 13. DOOR NOTE: ' 1) THIS SECTION IS INTENDED ID BEAN ARCHITECTURAL "`:.� ALL DOORS SMALL BE INSTALLED 0 CENTER OF WALL OR 41? MIN. FROM NEAREST INTERSECTING WALL:TYP.. U.N.O. ` REPRESENTATION OF THE FDL6HED PROJECT AND6 APPROV-CD. U LO MOTTOBE USED FOR OBTAINING CONSTRUCTION DIMENSIONS. _ 14. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ROOF ` Butte Coun,y '.-, yy SLOPES PRIOR IO THE ORDERING OF TRUSSES, 'J Envir In e It I h _Z LJO a . U)a. n re _ ENVIRON' IT , JUL 2 6 M6 CHICO, CALIItiORNIA TYR FLOOR PLAN . 1/4'=1'-0' RESIDENCE: 1232 SO. FT. 51GNATURE BAR SCALE FTG. SEE BI SDI, TYP, LD 4 S OD L'7 cy)00 (1) ca ww 4010 �m0 yqp LCO '-' Q 04 N 0Uv I=j8 � �s to c') � 03 �. OAn1 Av�97EH P2 BATH o C KRCHEN ' DINING ROOM R1F�STER � Y BEDROON� wH W D Z � � g5a uuNDRY i A a Z XP Z O 1 ,CLOSET 0 W is y LL LL LL LA -1 ROOM p U g 9 EEOROCiM��� fEEOROCA7�7 05-16-06 ' AS SHOWN DI TYR S UKI 0"23 a FIG. SEE S ISDI, TYP. Al TYR FLOOR PLAN . 1/4'=1'-0' RESIDENCE: 1232 SO. FT. 51GNATURE BAR SCALE i \\Max'man\D\AA-'PROJECTS\AA-GOLD EN SUN\2006\06-023-WALTERS\AUTO\SHEETS\C1-PLOT PLAN.dwg, 5/26/2006 2:08:40 PM a 11111 DO m 3 IL I Z go O Z n r M � D u 17- .0 7-o0 b U Z Ken J. & Suzanne Walters PLOT PLAN 9116 Lott Road Durham, CA 95938 (530)342-1820 PROJECT NEW RESIDENCE APN: 040-140-048 Golden Sun Designs 'anella Way, Ste. F I Cal fomla m E� �y o � ESDUON ROAD ;o EAj O= Ken J. & Suzanne Walters PLOT PLAN 9116 Lott Road Durham, CA 95938 (530)342-1820 PROJECT NEW RESIDENCE APN: 040-140-048 Golden Sun Designs 'anella Way, Ste. F I Cal fomla = C r C N Co ®I11, rn .Y� Ken J. & Suzanne Walters PLOT PLAN 9116 Lott Road Durham, CA 95938 (530)342-1820 PROJECT NEW RESIDENCE APN: 040-140-048 Golden Sun Designs 'anella Way, Ste. F I Cal fomla C - f Ken J. & Suzanne Walters PLOT PLAN 9116 Lott Road Durham, CA 95938 (530)342-1820 PROJECT NEW RESIDENCE APN: 040-140-048 Golden Sun Designs 'anella Way, Ste. F I Cal fomla - ---.. '-;,J `J —LJ �1 tom. �—� t—J. V.•t-�f �1 , � � .. - U'1JLr:.k� U LJI�JL��"�.1. � \� ����:JIN Ut Y ��n:/ I f e 1 s ® 1 � 1 © 1 � .. � � ----,� � — S HAND ERECTION — LEVANTAMIENTO A MANO GENERAL NOTES NOTAS GENERALEBRACING FOR THREE PLAWES OF ROOF BRACING FOR 3x2 AND 4z2 PARALLEL CHORD TRUSSES Trusses are nor ot marked In o any way to Identify Los trusses of orlon o boas de ningun modo true r]( Trusses 20' or Trusses 30' or - ; , - EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 I the fw thec recommendations of nsfor handling, and ling, Iden ifiquehig) t la orales. Ua l Ireco end to los amostres pejo, u at peak ort �' LU EL ARRIOSTRE Eft! TRES PLANOS DE TECH® Follow the remmmendatlons for handfin , pp I less, support at - - t , -, 9 (bracing) to ardosts. Use las l de los d saes. de mane'o, at peak. quarter f ®Refer to @S$] -B7 Maximum lateral brace spacing nstalling and temporary bracing of trusses. Instalad6n y amostre temporal de los cusses. Vea el fpr & p points. Emma Sheet 30' D.C. for 3x2 chords Refer to BCSI 1-03 id to •nod Pry Hr e for RrSI 1-03 Gufa de Buena WCtira para el M -nein Intel-cl6n Levante Levante de f Jf This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Temporary and 5, 15' D.C. for 4x2 chords Diagonal braces ` dandling. Installing & Bra dn_q of M rat Pla a y Ardocrr d los Trusses d Madera Anne *yams „n del Pico los los cuartos L`'J Connected Wood Tru ses for more detailed __ trusses de 20' Este metodo de arriostre es para todo trusses excepto trusses de cuerdas p'aralelas 3x2 y 4x2. Permanent Bracing 10' of � every 15 truss information. Placas de Metaloara para mayor informadbn. de tramo los pies o menos. for Parallel Chord p for de 30 1 TOP CHORD — CUERDA SUPERIORTruss spaces (30' max.) 1 Las ocaliz s de diseno de los trusses pueden espedficar Trusses up to 20' I Trusses u to ) pc for more Truss Design Drawings may specify locations of -� pies o menos. P 30' permanent bracing on individual compression las localizadones de los arriostres permanentes en los Trusses hasta 20' Trusses hasta 30' members. Refer to the 5CSI-B3 Summary mlembros Individuales en compresl6n. Vea la hoja restimon Sheet -Web Member Permanent Brarin nm DMEB3 Data Ins arrfos c rman n oc v firarzo dr fo Reinforcement for more Information. All other lulembms sen ndarlo5 (webs_) para mayor informad6n. EI HOISTING — LEVANTAMIENTO permanent bracing design is the responsibility resto de arriostres permanentes son la responsabilidad del Hold "each truss In osidon with the erection equipment until tem ora bracing Is Installed and of the Building Designer. Disenador del Edifido. Ptemporary g I truss is fastened to the bearing points. & The consequences Of Improper handling, InstallingSostenga sada truss en posicl6n con la gr6a hasta que el arriostre temporal este instalado y el and bracing may be a collapse of the structure, or ' r truss asegurado en los soportes. worse, serious personal injury or death. jj EI resultado de un manejo, instalaci6n y arriostre iF r " Do not lifttrusses over 30 b ® ' y the Peak. � inadecuados, puede ser la caddy de la estructura o Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Lon itud de Tramo Espaciamiento del Arrlostre Temporal de la Cuerda Superior Up to 30' SO' D.C. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30a45les P 8 pies maximo 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o,c. max. 60 a 80 pies* 4 pies m6ximo Information. Vea el res6men ��rd-7•/!� i BCSI-67 - Arriostre J "� i? r rr %\ ' t J temporalv Dermanente de The end diagonal trusses de cuerdas brace for cantilevered arp alelas Para mayor trusses must be placed Lateral braces informaci6n. on vertical webs In line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION j aun peor, muertos o herldos. Y �' No levante del Pico los trusses de m6s de 30 pies. *Consult a Professional Engineer for trusses longer than 66'. Tolerances for Out -of -Plane. —Tolerancias para Fuera-de-Plano. I *Consulte a un ingeniero para trusses de mas de 60 pies. Greater than 30' Lengthy Max. Bow • Ba" Bow ength r {las de 30 pies- r7f See BCSI-B2 for TCTLB options. _ �A L Ma 7/8 14.6' 't HOISTING RECOMMENDATIONS BY TRUSS SPAN LJ I ®rBanding and truss plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO Vea el BCSI-82 para las opdones Tolerances for D/50 D (ft.) 1' 16.7' m gloves when handling and safety glasses when POR LONGITUD DEL TRUSS de TCTLB. - �. 1 1/8' —18.8' cutting banding. - \\ Out -of -Plumb. 1/4° 1' r�\:\ \' Tolerancias Para I 1/2" 2' 1-1/4' 20.8' 4 Empaques y places de metal tienen border m ' " Fuera-de-Plomada. n 1-3l8" 22.9' Y afilados. Use guantes y lentos protedores cuando 60' or less Plumb 3/4" 3' Corte los em a ues. BCSI-B6 Vii1{ \ bob 1-1/2° 25.0' P q v Refer See 4 v t�e� \`- �\ ` /l 1" q' Cable ndFram vis 1�• - -\�� 1-1/4° 5' 1-3A 29.2' n pp�� '�pq Approx. 1/2 Vea el restimen Bracing. \ 0/50 max 1-1/2° 6' 2" >_33.3' pp�� l HANDLING — 1� AIPME30 Repeat diagonal braces. Tagline truss length BCSI-B_ 6 Arriocts Repita los arriostres 1-3/4° 7' - 2" ? 8' fI � Allow no more No permita mar 6 Use special care in Utilise cuidado .r TRUSSES UP TO 30' _� del truss terminal diagonales. than 3" of deflec- de 3 pulgadas de windy weather or especial en dfas TRUSSES HASTA 30' d n t ho a dos CONSTRUCTION LOADING — CARGA DE CONSTRUCCION f� oron for fs an.every 10' pandeo Por sada 10 near power lines ventosos o cerca deaquasI7f Set first five trusses with spacer pieces, then add diagonals. Repeat �v Do not proceed with construction until all bracing is securely Maximum Stack Height It }1 P pies de tramo. and airports. cables eldctricos o de L1 process on groups of four trusses until all trusses are set. and properly in place. for Materials on Trusses aeropuertos. a reader bar Instale los cinco primeros trusses con espaciadores, luego los arriostres No proceda con la construcci6n hasta que todos los arriostres diagonales. Repita este procedlmiento en grupos de cuatro trusses esten colocados en forma apropiada y segue. std Toe -in _ Toe -in hasty que todos Jos trusses est6n instalados. Do not exceed maximum stack heights. Refer to BCSI-84 :'e•. Spreader bar for Ili Spreader bar 1/2 to SummarySheet - Construction Loading for more Information. Tagline 5 truss bundles I 2/3 truss length — 10-I 2) BOTTOM CHORD — CUERDA INFERIOR _ No exceda las maximas alturas recomendadas. Vea el res6men Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block B" Clay Tile 34 tiles high 4� ) tJ eon TRUSSES UP TO 60' .{� j�{ �., BCSI-B4 Caroa de Construccl6n para mayor informad6n. TRUSSES HASTA Lateral treses r% G- _ w• 60' ` O O 2x4x12' length lapped l a I w J over two trusses. j f�f Check banding Revise los empaques Locate Spreader bar 0 occ. LJ prior to moving antes de mover los above or stiffbadc mid -her max. j� bundles. paquetes de trusses. mid -height \\� ` Do not overload small groups or single trusses. T -' LJ Pick up vertical Levante de la cuerda a u �_ No sobrecargue pequenos grupos o trusses individuales. bundles at the superior los gruposAvoid lateral bending. — Evite la Bexi6n lateral. top chord verdcales de trusses. ® I \� � °+ _ ` ®Place loads over as many trusses as possible. ZE Spreader bar 2/3 to �� ' �" - `�>.. Coloque las cargas sobre tanto5 trusses Como sea posible. •., q ^i a _ pct Y 3/4 truss length Diagonal braces _ } 18 ;,. •N Tagline I '� Dil ''-.�, every 10 truss Position loads over load bearing walls. ,•d?s� < { a• `,yi"I p TRUSSES UP TO AND OVER 60' spaces (20' max.) Coloque las car as sobre las Paredes soPortantes. i)1 TRUSSES HASTA Y SOBRE 60' T 10'-15' max. ALTERATIONS — ALTERACIONES' ' Some chord and b b N 1 r ® Do not store No almacene I z unbraced bundles verticalmente los upright. trusses sueltos. ONE WEEK OR LESS_ MORE THAN ONE WEEK Bstored1• •• 1 undies on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la Serra por Do not store on una semana o mas deben ser elevados uneven ground. con bloques a sada 8 o 10 pies. f 7T For long term storage, cover bundles to pre- Ad LJ vent moisture gain but allow for ventilation. �J Para almacen-amlento por mayor tiempo, -- cubra los paquetes para prevenir aumento de humedad Pero permita ventilaci6n. t' No almacene en tlerra desigual. BRACING - ARRIOSTRE Refer to EML-52 Summary h t - Truss Installa- tion and Tempos Bra" for more Information. Vea el resiJuIten BCSI-82 - Instal^ i6n de Trusseso y Ardostre Temporal para mayor informad6n. 4 ® Do not walk on unbraced trusses. No Gamine en trusses sueltos. Top Chord Temporary Latera Locate ground braces for first truss directly Bracing (TCTLB) in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con sada una de las flies de arriostres laterales` ` temporales de la cuerda superior, f � `. 2x4 min. Brace first truss well �— before erection of additional trusses. l �:1 Di \+J we mem ers not shown for clanty. Refer to BCSI-B5 Summary Sheet - Truss Damage lobsite Modifications and Installation Errors. I Vea el res6men BCSI-B5 Danoc de trusses Modilicaciones en la Obra v Errores de In Lala I6n F' 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS ® Do not cut, alter, or drill any structural member of a truss unless t spedfically permitted by the Truss Design Drawing. No torte, altere o perfore ningun miembro estructural de los •,' , `.l,. trusses, a menos que este especificamente permitido en el dibujo }} �, del diseno del truss. � Web members -' `�.27 \ 4 A Trusses that have been overloaded during construction or altered without the Truss Manufacturers v prior approval may render the Truss Manufacturer's limited warranty null and void. `n4 Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin una autorizacion 5 previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. z Diagonal braces �• every 10 truss 10' 15' max. spaces (20' max.) same spacing as bottom Chord Some chord and web members not shown for lateral bracing clarity. DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGO�3AL ES MUY IMPORTANTEI NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contmcbor and crane operator (if applimble) are ca- pable to undertake the work they have agreed to do on a particular project The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall comoudion techniques employed will put Boor and roof busses Into place SAFELY. These recommendations for handling, InsmllIng and bmdng wood trusses are based upon the collective experience of leading tedrNml personnel in the wood truss Industry, but mors, due to the nature of responsibilities Involved, be presented only as a G ADE for use by a qua0fied Building Designer or Erection/installation Contractor. It Is not Intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the ErecdoNinstallatlon Contmcbor or otherwise) for handling, installing and bracing wood trusses and It does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the lass ErectioMnstallation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responslbllity for damages arising from the use, application, or reliance on the recommendations and Inforation contained herein. D' 177tlJ11- 14n -L, WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center• 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrlo Drive • Madison, WI 53719 608/274-4849 • mvw.woodtruss.com 608/833-5900 • wwwApinst.org _�_ _ BIWARN11x17031125 ■W PH S30-342-5844 Fax 530-342-5845 C o n s t r u c t i o n C F s Framing Specialists 792 DURHAM DAY TON H 2 GHWAY DURHAM, CA. 95938 W A L T E R s 1 2 3 2 K E N W A L T E R S 9 1 1 6 L O T T R D_ D ZJ R HAM / B U T T E C O UN T Y SALES REP: aR DUE DATE: 05/16/2007 DSGNR / CHKR : RM / 7W BH TC L ive TC Dead BC Live B C Dead Total 16.00 psf 12.00 psf 0. 00 psf 10.00 psf 38.00 psf 4/12 PITCH 24" OVERHANG WO#: 070548 SCALE: 1/4" = 1' Date: 9/12/2007 12:37 DurFac-Lbr 1.25 DurFac-LC1.15 O.C. Spacing: 2 Design Spec: CBC -01' #Tr/#Cfg: 23 / 4 N O N O N O N O N O N O N O N O M O M O M O M O M O N. O N O N O N O N O N O N O N O � O Q11 w 11 iA N O r �p pp O CV '� CO CO O N ;T CO N 00 N O M (V M � M CO co OO M O � � NN� M PH S30-342-5844 Fax 530-342-5845 C o n s t r u c t i o n C F s Framing Specialists 792 DURHAM DAY TON H 2 GHWAY DURHAM, CA. 95938 W A L T E R s 1 2 3 2 K E N W A L T E R S 9 1 1 6 L O T T R D_ D ZJ R HAM / B U T T E C O UN T Y SALES REP: aR DUE DATE: 05/16/2007 DSGNR / CHKR : RM / 7W BH TC L ive TC Dead BC Live B C Dead Total 16.00 psf 12.00 psf 0. 00 psf 10.00 psf 38.00 psf 4/12 PITCH 24" OVERHANG WO#: 070548 SCALE: 1/4" = 1' Date: 9/12/2007 12:37 DurFac-Lbr 1.25 DurFac-LC1.15 O.C. Spacing: 2 Design Spec: CBC -01' #Tr/#Cfg: 23 / 4 N O N O N O N O N O N O N O N O M O M O M O M O M O N. O N O N O N O N O N O N O N O � O w N O r �p pp O CV '� CO CO O N ;T CO N 00 N O M (V M � M CO co OO M O � � NN� M PH S30-342-5844 Fax 530-342-5845 C o n s t r u c t i o n C F s Framing Specialists 792 DURHAM DAY TON H 2 GHWAY DURHAM, CA. 95938 W A L T E R s 1 2 3 2 K E N W A L T E R S 9 1 1 6 L O T T R D_ D ZJ R HAM / B U T T E C O UN T Y SALES REP: aR DUE DATE: 05/16/2007 DSGNR / CHKR : RM / 7W BH TC L ive TC Dead BC Live B C Dead Total 16.00 psf 12.00 psf 0. 00 psf 10.00 psf 38.00 psf 4/12 PITCH 24" OVERHANG WO#: 070548 SCALE: 1/4" = 1' Date: 9/12/2007 12:37 DurFac-Lbr 1.25 DurFac-LC1.15 O.C. Spacing: 2 Design Spec: CBC -01' #Tr/#Cfg: 23 / 4