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039-410-068
RECORDING REQUESTED :BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2006-0006049 Recorded I REC FEE 10.00 Official Records 1 County of I COPIES 2.00 But 1 CONrORED t:IIPY LN CANDACE J. 6kiiBBS I County Clerk-Recorderl I I DO @I: IM 06 -Feb -2006 I Page 1 of 2 IIII III III I IN I IIII 11111111111111 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 115551. This document is evidence that Such local agency has issued a certificate of occupancy for installation of the unit describec hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. BRUCE M. AND KAREN L. BLANCHA.RD REAL PROPERTY OWNER/LESSOR 2471 ESTES ROAD MAILING AD(DRD-SS CHICC BUTTE CA 95928 CITY COUNTY STATE, ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP, SAME UNIT O\VNE't (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 057-3330 530 538-754.1 BUI ,DI. G PERMIT TO. - 'I•ELEPHONE NUMBER SIG PURE OF LOCAL AV4NCYOFITICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE N0. GOLDEN WEST 1989 BRADBURY MANUFACMIZER'S NAME DA'Z'E- OF MANUFACTURE MODEL NAME/NUNI BER GW6C.ALBD7731 A/B 60 x 25 RAD4971.59/60 SERIALNUN BER(S) LENGTH N WIDTH INSIGNIA/LA B EL NUM Bf:R(S) 4 REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'SPARCELNUMBER 039-410-068 FICD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - I -ICD PINK -Applicant GOLDENROD- Building Dept. 1Vil.that certain real property.situatr 'Ln the County, of " �ttttab Mate of ca11fornia. 4acrioea w follower Thnnee continuing 'South 01'30•" Beatcela Beat along *aid oterle A portion ut•'Lot 11 as said Lot i• shown on that certain a distance of 13].lOteoti Map:ealitled.•M1►p SHOWING SUBOIVISLONS 0! THE MC INT0S8 TRAL'S, BUM COUNTY,. CALIFORNIA* which map was filed October 27._:500' ih•iook 2 'oP'Maps at pago 166:,' records, of'sutto'Couaty,.CalifO AJ of Said sWt'nce 11� a dia:tanee ot01 �262. i, leotthe �utherly line boilft oura•Particular y described u .follows( " .Thenca.North Oi•70' vest. parallel with the centerline of CMM in Lo inq at .the xesthsuc corner of said t 11. vMck sal IMed Street, a distanhe of 1SSAS foots point ia.Yn cho•certeriAns of Third Street -as said str*at is .. bona oe said cap, and running thence South 01030' Case aloaq, Th*nc*.Morth i7•67''"Laat, parallel wita"the Northerly line of 4414 .cQnteelLne'a distance of N7.00faet to the True Point•be &aid. tot 11.a distance of 268.00f►et,to the True Point of A"4-409 soglnc3aq.for the herein.donarLbod p4mvelr ' Reserving anA"x tinq therefrom, the.Weetscly bmaty(20) (I Of Third Street for rho benefit of. tta.pup Los shown o6 said -'7 also resarvinq therefros� nen exclusiw 'easement slzty(60) iM OoednwaNOAjaprwr bfm «IW feet LL width toe road and pntill� ptilitr paeyoses. bel" the '"'�'bs&"•''oru"m6�•tr4^��&v"roe Southerly 60.00 fret of . the'.hse*je�aMee desarlbed Retool foe n01"r •"� "-'"'"�''"""`°'•" a •ro�.e• &a'° e» bpr . a u�r awnon a eo a the benekit of the remainder" of said Lot 11, or future divioloao thereof, said easement shall inure with the land and be bind' _ upon all suaoessor4 in late"at.. t8aU heirs •aad "oLgnei A •� RLCORDING REQUESTED BY: AND WHEN RECORDED NIAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE . OROVILLE CA 95965 COPT of Document Recorded 6 -Feb -2006 2006-0006049 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON. A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constnJctive notice as to its contents to all persons thereafter dealing with the real property. BRUCE M. AND KAREN L. BLANCHARD REAL. PROPER -TY OWNEWLESSOR 2471 ESTES ROAD MAILING ADDRESS CHICO BUTTE CA 95928 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS. IF DIFFERENT - SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (ifalso property owner, write "SAME") SAME MAILING ADDRESS SAME CITY -COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUTNG PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE Zip 05-3330 (530) 538-7541 BUi DI. G PERMIT VO. TELEPHONE NUMBER I SIG TUBE OF LOCAL AVJNCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale. write "NONE") NONE DEALER LICENSE NO. GOLDEN WEST 1989 BRADBURY MANUFACTURER'S NAME DATE OF MANUFACTURE _ MODEL NAME.WUMBER GW6CALBD7731A/B 60 X 28 RAD497159/60 SERIAL NUMBERS) LENGTH S WIDTH JNSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 039-410-068 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINI: - Applicant GOLDENROD - Building Dept. 11 STATE OF CALIFORNIA- DEPARTMEN'I'Ok' ki"ILIZOUNtl- 11-04"'k 1 — 93 it RECORDING REQUESTED BY Bruce M. & Karen L. Blanche --d go -0-2934 R e c Fee 7. 00, 10 AND WHEN RECORDED MAIL TO 1 Check (.00 Recorded official.Records County of Bruce M. & Karen L. Blanche d Butte 3135 Johnny Ln. 7ICandace.J. Grubbs ;S ..Recorder L Chico, CA 95926 2:13pm 4 -Jun. -9.0 I BG 2.. SPACE ABOVE THIS LINE FOR RECORDER'S USE DOCUMENTARY TRANSFER TAX .._...___._._....._.COMPUTED ON FULL VALUE OF PROPERTY CON -----..OR COMPUTED ON FULL VALUE LESS LIENS AND DeedENCUMBRANCES REMAINING AT TIME OF SALE. Signature of Declarant or Agent determining tax. Firm Name — This Deedqf o Made the ..... our th ............ daof . .................................................y` i e thousand nine hundred and .... 11-i n P_ t -Y .............................. ................ on Between ... K.a.r Q P.. A.1 I r*. e -a d .... ak.4. Blaachar.d ... ..................... I ........ ............. .................................................................................... 7 ..................... Grantor and ... Brur-e 'M,. ........... and ............ K.a r P_ P.. L..... B. La n r -.ha r d .................... III .................. .......... ................................... .................. Grantee Witnesseth: That the said Grantor, in consideration of the sum of ......... —Qn .......................... I I II ........................................................................................................ ...... dollars,.... lawful money, of the United States of America, in hand paid by the said Grantee, the, receipt Whereof is hereby acknowledged, do ........ by these presents grant, bargain, and sell unto the said Grantee, and to .................... heirs and assigns forever, all .......................................................................................... ............................................................ ............................................................ . th. At ... certain lot .......... piece ........ or parcel ........ of land situate in the .................................... County of.... J3 Cal i f o.rn i a ..................... q State of ...... and bounded and described as follows, to -wit: A.P.#039-410-068/2471 Estes Rd. Chico, CA .95928 85--10842 All that certain real property situate In the county of atte ,'tat, 0 f Californi - a, descr I iDed as followe: Thence continuing south 01*30' East along said canterLine S, A portion of Lot 11 . as said Lot is shown on that certain a distance ofl53.10feet; ap entitled *MhP SHOWING SUBDIVISIONS OF THE HC INTOSH TRACT, Thence South'89.20' Weit, along the southerly line LTTE COUNTY_ CALIFORNIA" which map was filed October 27, 1900 of 247.96 feets a Book 2 of Haps at page 164, records of Butte County. California of said Lot 11, a I distance eing more particularly described as follows: Thence North 011301 West, parallel with the centerline of Commencing at the Northeast corner of said Lot . 11, which. said Third street, a distance of 155.05 feet$ oint is in the certerline of Third Street as said street is Thence North 87*4 7' East, parallel with the Northerly 11116- hown an said map, and running o thence South 01*30' East along feet to the True point of Beginning aid centerline a distance of 497.00feet to the True Point*Of iaid Lot 11 a distanoe of 248.00 f eginning for the herein -described parcel) Reserving and6exce9ting therefrom, the Westerly twenty(20) it of Third Street for ttio benefit of tts publid, ._)Is shown on said map. Also reserving therefrom a non exclusive easement sixty(60) 13 public Puripozes... being the - feet in width for road an ' d publ I for Southerly 60.00 feet Of * t -h a W ivisiOns described parcel s .� ,'� �. i h ' � . BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP053330 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 01/09/2006 APN: 039-410-068-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 2471 ESTES RD CHI Date: Contractor: Map Index: • Description: EX MH ON PERM FND p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner:. gLANCHARD BRUCE M & KAREN L permit to construct, alter, improve, demolish, or repair any structure, prior . to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 2471 ESTES RD the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or'that he or CHICO CA she is exempt therefrom and the basis for the alleged exemption. Any 95928'7102 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): Ytl I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: gLANCHARD BRUCE M &KAREN L such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 2471 ESTES RD year of completion, the owner -builder will have the burden of CHICO, CA proving that he or she did not build or improve for the purpose of 95928-7102 sale.): (530) 345-1586 ❑ 1, as owner of theropePty, am exclusively contracting with p licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who c6nlracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ I am Exempt under Article 3 of the Business and Professions Code _ 039-410-068 O ;•_ 3330 B:LANCHARD,BRUCE Date: owner: 2171 ESTES RD., CH] Cin:: OWINER WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: WH 1'E.R1VI FND (E�) LII have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Policy #: Total Square Ft: 0 S. F. 1 certify that in the performance of the work for which this permit is to Valuation: $0.00 issued, I shall not employ any person in any manner so as become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, .I shall forthwith comply with those provisions. Aq d Date: I '� pp Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 2%� (' (/�J6) ��—hV1 .9-(j applicable CONSTRUCTION LENDING AGENCY that there is a construction lending agency for the ed under44 provisions of the Butte Count Code and/or This permit is herb i -th Resolutions to d w dicated abg4e for which fees have been paid. /l I hereby affirm performance of the work for which this permit is issued (Sec 3097 Civ.) By: Date: Name: C PERMIT EXPIRES ON: ' Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials.. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enterupon the above mentioned property for inspection purposes. l� 2 &�JrC rd Signature: Print Name: Date: `� 0 (Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor C. C. Building Permit 01- 6-04 pg BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BP 05330 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION BIN # Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT NAME OWNER Last NameB1w, _ I_ar J G/'/ Gr City /� h i CO first ame /'liG LP Address City City I State Zip Phone5 30 5$ Fax E-mail Lic. # Class APPLICANT NAME CONTRACTOR Name City /� h i CO Address Zip City Fax State Zip Phone Map Book Fax E-mail Planner Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City /� h i CO Address Zip City Fax State Zip Phone il Map Book Fax FCm a Planner State License Number APPLICANT NAME Name rN L,e 8 /j., cha Yd Address City /� h i CO Siate� Zip Phone 5� Fax E-mail APt:j'l ANATURE FgZ5 f] For office use only: Zoning Property Address N1 I �S�r'S 1l(• Flood Zone Cross Street I^ O yea I I' SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: LOCATION AP# d LH() 0(P8 Property Address N1 I �S�r'S 1l(• city GGA l Cv Ch Cross Street I^ O yea I I' 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 OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: CI .]I - - "iJ 17' 1 r. Sq. Footage j 5l00 ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a pdrmit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. yala 10 '. Received by:� �, Amount: 5y `1. a Bldg SRA Receipt #: Sheriff SMIP Date: I2-2q-0� Other Total REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a it. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. [� 1. Site plansor 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 A/C for on -Residential gloccs'Plan, g 6. Manufactured homes: (� stallation inst, ( larriage line info, (�e down -or fnd pans, 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. 0/ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicat if required . ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 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 KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 .. v. v aa,•, 4lt" .^.,c,i+;••,,,+� ���,t'.fyt sF,r'r� :."Cf.: n. � i�.f �` •" .,. • a..„ , .. �P05 333p COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: w a f Cho 1 of ASSESSOR PARCEL NUMBER l) • 4 1(CCA o Proposed :3uilding Use: e< M H7 E S.TE N UM ENNermit Technician: h , 7 Date: Ite s required in order to apply fora permit. All boxes MUST be checked OR marked NA in order to apply. IN 1. Site plan C 3 Pr 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 6. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑� '. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ,� `❑.Mie 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down 9=plans, plan's, a!I !n duplicate. ❑ 9. 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. ❑ '10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 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 ........................................... El 18. ion Control Plan Required........................................................................ P 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ . e1. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ............ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... El 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑/ 29. Worker's Compensation Carrier and Policy Number .......................................... 33. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 3.1. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 31.NDee.dstriction..............p�.................................................3i.I description��M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephoneesm) r q5- 5 O s% 0\nfrlPi` and hold for pickup. I have been informed of the above items and req irements for obtaining a building permit. Applicant:Eau,Jfi Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer o ne , was advised of the above data byV p one, t mail, ❑ counter, by IC, Date: i /�/n Co Contractor, designer, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewad-by: Date: Plans approved by: Date: Structural reviewed by' Date: Structural approved by: Date: Note transfer by: Date. Yellow: Building Division K/BuildinglPlan Check/Data Sheets/data sheet page 2 9.27.05 Name Street Address City & State L RECORDING REQUESTED BY Bruce M. & Karen L. Blanchal AND WHEN RECORDED MAIL TO 7 Bruce M. & Karen L. Blancha x;135 Johnny Ln. Chico, CA 95926 J 30-22934 9 90-022934 R e c Fee 7.00 Check 7.dO Recorded Official Records d County of Butte Candace J. Grubbs Recorder 2:13pm 4 -Jun -90 BG 2 SPACE ABOVE THIS LINE FOR RECORDER'S USE DOCUMENTARY TRANSFER TAX $ _.._.._......... COMPUTED ON FULL VALUE OF PROPERTY CONY ,111 _..._...____....OR COMPUTED ON FULL VALUE LESS LIENS AND Deed ENCUMBRANCES REMAINING AT TIME OF SALE. ✓ ,_ , I of Declarant or Agent determining tax. Firm Name This Deed, made the.... f o u r t h ...........................................................day of J u n e...... I .......................... one thousand nine hundred and ....u.i. n P_ t.y............................. , Between ... Kar exi..AlIr.e.ad.... a.ka..Ka.r.en..L...BIau.char.d................................ ........................................................................................................................ ............................................................................................................... Grantor and ...BzU.CP..M...13L�.ncha.rd...........a.nd............ K.aren..L.....B.l.anchazd................... (i ,.. i 1 1 y;3•.' ,;:;!;` :.,;", /i�P.'Vt•r,Al.,�w ............................................................................................................... Grantee Witnesseth: That the said Grantor, in consideration of the sum of ......... Q n. .................................................................................................................dollars, lawful money. of the United States of America, in hand paid by the said Grantee, the receipt whereof is hereby acknowledged, do ........ by these presents grant, bargain, and sell unto the said Grantee, and to .................... heirs and assigns forever, all .......................................................................................... ........................................................................................................................ th . a t ... certain lot ......... piece ........ or parcel ........ of land situate in the .................................... County of.... B u t. k e ...................................... State of ...... Cal i f o.r.n z a .......................... and bounded and described as follows, to -wit: A . P . # 0 3 9 — 410 — 0 6 8 / 2 4 71 Estes R d . 65-.10842Chico, CA .95928 All that certain real property situate in the County of ill Butte. State of California, descrioed as follos w Thence continuing South O1130• East along said centerline Aportion of Lot 11 as said Lot is shown on that certain a distance of153.1Ofeetj Map entitled 'MAP SHOWING SUBDIVISIONS OF THE MC INTOSH TRACT, BUTTE COUNTY_ CALIFORNIA' which map was filed October 27, 1900 Thence South'89.20' West, along the Southerly line in Book 2 of Maps at page 164, records of Butte County, California of said Lot 11, a distance of 247.96 feet$ being more particularly described as follows& Thence North 01.30• West, parallel with the centerline of Commencing at the Northeast corner of said Lot 11, which said Third Street, a distance of 155.05 feet$ point is in the centerline of Third Street as said street is shown on said map, and running thence South 01.30' East along Thence North 87.47' Easc, parallel with the Northerly liner said centerline a distance of 497.00feet to the True Point -of laid Lot Ll a distanoe of 248.00feet to the True Point of Begiaa1109 Beginning for the herein described parcel$ QQ Reserving anexceoting therefrom, the Westerly twenty(20) of Third Street for tho benefit of Circ publid ps shown on said map. 7 .Also reserving therefrom non exclusive easement sixty(60) feet in width for road and publi�-,ptility purposes. being tht This document is only a general form which may be proper for use in simple transactions and in no r Southerly 60.00 feet of the hvfwe y�OMs described parcel for not make any warranty. eaher express or implied. as to the legal validity of any provision or the sr the benefit of the remainder of said Lot 11. or future divisions thereof, said easement shall inure with the land and be binding upon all successors is interest, their heirs and assiqusi n 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. I personally plan to provide theajor labor Viand material for construction of this proposed property improvement: YES [7] NO[ ]. 2. I HAVE [V] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. 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: '�- - O �s NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Vector Dynamics "Foundation System" by TIE DOWN ENGINEERING, Inc. Installation Instructions for the State of California, Wind Zone 1, 15 PSF Wind, Seismic Zone 4 Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. General The Vector Dynamics Foundation System resists lateral & longitudinal wind loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: • These plans and specifications meet the requirements of Title 25 section 133$' and i c6C-1, requirements. • Maximum eave width (roof overhang of sidewall) of 12" for Zone I. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. Rof rn 26070 w AR 311006 CIVIC F �F .CAUF�% Engineer Approval State Approval MAN[IFACrURBD HOMWOMIE SOME FOUNDATION SYSTM Rmu mm 8AFm coDB. SBmcm im mmvw Suw=TOcouwnomNo= APMWAL DOBE N0? AUTBoR= oR APPRm ANY OMISSIONS OR DMAMON FROM REQUMMBMTS OF APMJCAM SPATE I AWS AND UOW ATIONS ft" of Qufaws ��•�.oa co�nelq� De�et�.oe OF Bs ATID StAIiDms ATd TH eP NQ PmAFFwM RN GENERAL INSTALLATION INSTRUCTIONS Site Preparation It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. Footings and Frost Lines The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete to comply with local requirements for footer depth. Foundation/Footing Specification for Vector Pads Vector Pads are used in place of conventional foundation pads. One Vector pad provides 2 sq. ft. on single block and 3 sq ft. double block pads of bearing support. Vector Systems should be spaced as symmetrically as possible within 10' of end of home. For pier locations in between the Vector Systems, use the normal foundation pads. Maximum Pier Height Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 36 inches under one or both main rail(s). Multi -section homes limited to 50 inches. Unequal Pier Heights Multi -section homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". Vector Dynamics Foundation Systems Component Parts List Vector Foundation Systems for the State of California Page 2 Vector System Part # 59018 Single piece pads with straps and slotted bolts Vector/LSD Kit Part # 59013K for single block pads 11/28/200 STATE OF CALIFORNIA - DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT CERTIFICATE OF TITLE Manufactured Home Decal No: LAP4907 Manufacturer ID/Name 09248 GOLDEN WEST Trade Name BRADBURY Model BD565F4 DOM 06/15/1989 DFS 07/19/1989 Ry Exp. Date Serial NumberLabel/Insignia Number Weight Length Width SPC SCC Exempt Use Type GW6CALB07731A RAD497159 26,300 60' 14' 04 SFD LPT GW6CALBD7731B RAD497160 20,400 60' 14' Issued Total Fees Paid Jul 23, 2003 $0.00 Addressee BRUCE M BLANCHARD 2471 ESTES ROAD CHICO, CA 95928 Registered Owner(s) BRUCE M BLANCHARD Y KAREN L BLANCHARD Joint Tenants with Right of Survivorship 2471 ESTES ROAD CHICO, CA 05928' Situs Address . 2471 ESTES ROAD CHICO,�CA 95928 ,y t IMPORTANT THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. DTN: 3057281 07232003- 244 —.. — _ �— 1 Butte County Department of Development Services. OurrE ARS N O TES Hca 039-410-068 05-3330: lsso QLANC.EIAR.D, BRUCE ' 2471 ES.ITS R.D.; CHICO Cont: O WIN 3R IMA -1 PERIM FND (EX) AP N: Permit No. Owner. Site Address: Contractor. Type of Permit: SPECIAL CONDITIONS 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: = OK o = Not OK MANUFACTURED HOMES UA 1 t I VPERMANENT FOUNDATION U SOFT -SET DAT onmg-Setbacks-Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LP❑ Inch Sz Ft Lngth 9 Ickng-, Sz-Spacing-Marriage Line 8 Gas-, MH Test-Demand-Valve-Cnnctr 9 Elec MH Cintnty Test-Crossovers-Breakers-Cirncs 10 Drain; MH Test -Fall -Flex Cnnctr _Ii Sewer Connected -C/O to Grade 12 Xs and Electricity Tagged TT* Downs ❑ Foundation ❑ 1 Exits 15 Cert of Occu anc MISCELLANEOUS IDECKS'COVERS-CARP ORTS'GARAGES 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-Dpth-Spacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg . Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors _ 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing _ 11 Ext; Steps -Doors -Landings _12 Braced Wall pnls p y 16 HUD Label/Insignia Numbers Serial Numbers o'• o`s` O,• s`, ms -Z7 -co 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness . Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFl 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal wl5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Boxes-Enclsrs-pnlboards-Insults to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Encisr; Fencing Alarms 13 Bonding, Diving board or Slide o,.• 0�4�. 40 Drawing = OK OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE PLUMBING 1 ZoningSetbacks-Easements-Flood-Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Fig Dpth 56 Shwr Pan; Test, First fir -Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub•Acc 6 Stemwalls Garage; Ste el-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 Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test i t Wtr Pipe; Test-Anchrs-Rglti-Service Test 12 Elec Undrgrnd DATE IM E C H A N I C A L 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 61 AC Ducts Insultn & Support 14 Girders-Sills-Anchr Bolts Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insulin 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16. Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 25 Frplc Ties or Type A Flue-Frpic Throat Cimc 26 Attic Acc; Sz & Rmz Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrrn-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-UndrfIr Acc 35 Glazing Area -Glass P rtctn-S kyLts-Plas tic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnis 38 Insulin -Walls -Ceilings 39 Infiltration -W alts -W ndws DATE JELECTRICAL 40 Fxtr & Tmsfrmr Clmc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndrig Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑ CU or ❑AL AC Wire Sz ga ❑CU or El AL 48 Range Circ ga QCU or ❑AL Oven Circ ga QCU orFIAL Insulated Neutral Yes F-1 No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clmcs pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector ° FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sis & Labels 73 Stairs, GuardlHandrails 74 Frplc or Stove, Cimc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Cimc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Pimb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters 0Yes ❑No 87 Stucco Brovsn-Finish 88 AC Unit Dscnnct, Elec-Pimb 69 Vnts abv Roof, Pimb Appinc-Frplc-Cimc to Opngs .90 Wtr Well, Dscnnct, Elec, Pimb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert4)ther Certs 98 Address Posted .99 Fire Sprinkler o'`• e`�c o` e ,;a BUTTE' COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538 7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP040594 V LICENSED CONTRACTORS DECLARATION ' I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 03/02/2004 APN- 039-410-068-000 the Business and Professions Code, and my license is in full force and ' effect. License Class _1S License Number: / 2-/i Site Address• 2471 ESTES RD CHI Date: Z D Contractor. �0•�.5�e'7�lolS.,s Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: NEW ELECTRICAL SUB -PANEL Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: BLANCHARD BRUCE M & KAREN L to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Stale License Law (Chapter 9 commencing with Section 2471 ESTES RD 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95928-7102 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their /tr sole compensation, will do the work, and the structure is not v intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an ) owner of property who builds or improves thereon, and who does f Applicant•- NORTH VALLEY BUILDING SYSTEMS INC such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one ` year of completion, the owner -builder will have the burden of 9 THREE SEVENS LANE proving that he or she did not build or improve for the purpose of sale.). SUITE 5 95973 ❑ I, as owner of the property, am exclusively contracting with 530-345-7296 licensed contractors to construct the project (Sec. 7044, Business nvbs@aol.com and Professions Code. The Contractors' State License Law does + not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: NORTH VALLEY BUILDING SYSTEMS INC O 1 am Exempt under Article 3 of the Business and Professions Code I Date: Owner: 9 THREE SEVENS LANE SUITE 5 95973 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 530-345-7296 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the nvbs@aol.com Labor Code, for the performance of the work for which this permit License #•- 812173 is issued. a--lhave and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of I the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: �7 Engineer: Carrier: SI-Jim—C.p.—a -f+L.-moi Policy #:oDoZZZ— ❑ I certify that in the performance of the work for which this permit is Total Square Ft- 0 S. F. ' issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Valuation' $0.00 and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall Census Code: forthwith comply with those provisions. r Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolu ' n to do work hich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) �catedfo 2 O Name: By: Date:. v PERMIT EXPIRES ON: ate Address: O I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: �- cJC��`t� Signature: Date: ❑ Owner ontractor 0 Agent for Owner ❑ Agent for Contractor (y..•-!^'++. �:Y+-./'."'`�"!✓`'yv.'Y'.,�_". '",'Y rte..-. � _. _ � _ _. .. - �, ,.,.,,� 'h� i COUNTY OF BUTTE ` BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7. County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWN'E'R PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is t completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 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.btntecounty.netldds PERMIT NO. BP040594 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 03/02/2004 APN: 039-410-068000 the Business and Professions Code, and my license is in full force and effect. License Class �i r� License Number: / Z/i Site Address: 2471 ESTES RD CHI Date: Z D Contractor: �os�S�E`t�S Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: NEW ELECTRICAL SUB -PANEL Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: BLANCHARD BRUCE M & KAREN L to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 2471 ESTES RD 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95928-7102 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: NORTH VALLEY BUILDING SYSTEMS INC such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 9 THREE SEVENS LANE proving that he or she did not build or improve for the purpose of sale.). SUITE 5 95973 O 1, as owner of the property, am exclusively contracting with 530-345-7296 licensed contractors to construct the project (Sec. 7044, Business nvbs@aol.com and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: NORTH VALLEY BUILDING SYSTEMS INC O 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: 9 THREE SEVENS LANE SUITE 5 95973 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 530-345-7296 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the nvbs@aol.com Labor Code, for the performance of the work for which this permit License #: 812173 is issued. ave and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: Carrier: .�- CA a Policy #: 60(4-2_o6-1_ .,! J, c00Z-772-- ❑ I certify that in the performance of the work for which this permit is Total Square Ft: 0 S. F. issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Valuation: $0.00 and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolut' n o do work in 'sated ve fo hich fees have been paid. performarnce of the work for which this permit is issued (Sec 3097 Civ.) Name: BY Date:-3/,?/—o PERMIT EXPIRES ON: ate Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. `�V.�� Print Name:- cJ Signature: Date: IsWa- ❑ Owner ontractor ❑ Agent for Owner 0 Agent for Contractor NOTES RESIDENTIAL PERMIT N"' 039-410-068 03-3280 V BLACHARD, BRUCE ' 2471 ESTES ROAD, CHICO Cont: NORTH VALLEY BLDG x NEW PRI DET GARAGE SPECIAL CONDITIONS CHECKED BY SRA - FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Da C � Signature - t i y� RESIDENTIAL PERMIT N"' 039-410-068 03-3280 V BLACHARD, BRUCE ' 2471 ESTES ROAD, CHICO Cont: NORTH VALLEY BLDG x NEW PRI DET GARAGE SPECIAL CONDITIONS CHECKED BY SRA - FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Da C � Signature - J '- OK 0 = Not OK Not Ready �.ni MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 4. 1. Zoning Requirements -Setbacks -Easements Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2. Soils; Special MH Support Sketch 7. 3. Sewer; Location -Test -Fall -C/0 -Concrete Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 4. 'Nater; Location -Test -Easement Needed (Sketch) 10. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 11. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG Braced Wall Panels 7. Well Clearance & Disconnect 8. Utilitv Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test-Reguiator-Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged - 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM -(ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; WK. Test -Demand -Valve 5. Electricity; MH Test E. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date - . Card B-1 Date Card B-1 Date Card B-1 r MISCELLANEOUS Date DECKS O ERS, CARPORTS, GARAGES (Plans) OK except #'s �.ni Requirements -Setbacks -Easements otings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing . 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date .I Card B-1 Date Card B-1 Date Card B-1'. Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 a J=OK 0 = Not - =Not AAppplicable . = Not Ready RESIDENTIAL Date UNDERFLOOR (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope Date 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Date 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground Date 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation (Single & Duplex) Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL ns) OK except #'s 6*1Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroo ,Exiting 68. G.54-1 Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes O No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fin place -Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date {% Card B-1 Date Card B-1 Date' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect _ 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL ns) OK except #'s 6*1Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroo ,Exiting 68. G.54-1 Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes O No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fin place -Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date {% Card B-1 Date Card B-1 Date' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Curry Group Inc. February 20, 2004 . CG i: 04-1005.150 North Walley Building Systems Mr. Andy Wood No. I I Three Sevens Lane Chico, California 95973 RE: High -Strength Bolting Special Inspection Blanchard Project 2471 Estes Drive Chico, California Dear Mr. Wood: 6724 Lockheed Drive, Suite 4 Redding, CA 96002 530-223-1277 530-223-1442 FAX www.CurryGroup.com On February 20, 2004, a CurryGroup representative observed tensioning of 72-5/8 inch ASTM A325 high-strength bolts within the new building at the project site. Bolts and nuts were identified per the AISC Manual. of Steel Construction. Tensioning was by the calibrated wrench and turn of the nut method. Our representative calibrated the erectors tensioning procedures using three -bolt assemblages for each bolt length and diameter in our Skidmore Wilhelm Tension calibrator. Following calibration, our representative verified that tensioning was completed at each tension connection. Based on the calibration tests and our observations, to the best of our knowledge, the work was completed in accordance with the approved plans and specifications. Tensioning at the observed connections meet the minimum tension requirements of the Uniform Building Code. We have employed generally accepted inspection and testing procedures. However, we do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to. produce a completed project .conforming to the project plans and specifications. No warranty is expressed or implied. . If you have any questions regarding this information, please contact Cliff Curry or me at (530) 223-1277 at your convenience. Regards, CURRYGR.OUP, INC. Richard Holloway Proje:t Manager CGi: Copyright 2004 CG04LO21 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT n3 -3d ASSESSORPARCELNU BER cir.. O _ ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION .,�NERS MAIUNO MO SS Pd-{I tZ ONTRACTOR'S NAME TELEPHONE CONE TORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGI_4EER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ Ls pD ARCHITECT OR ENG'NEER'S MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS r G Energy Plan Checking Fee $ ( $ PERMIT FEE $ , 0 D LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF DuplEx ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: �A Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G 1W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Feel 20.00 Main Service aooV OR LESS 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affVm under penalty of perjury that I am exempt from the Contractors License aw for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to ccnstruct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main .Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. ( N� SO 3.5¢FT; GUNS I. Muircou�TLSEr NON-RESID. @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURES B20 @ I:00 Ex. Occup. ourLEEDA A'.,6.oE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby af`irm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Car•ier Policy Number (The above sections need not be completed if the permit is for work of a valuation of cne hundred dollars ($100) or less.) Eft I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forhwith comply with those provisions. rDate�y.�� �3 0v��titTiY t � �_ IgApplicant - ❑Owner ❑Contractor ❑Agent Pure. An OSHA Permit is required for excavations over 60" deep and demolition or construction of structu: es over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 35 D D HAZ. I D. FEES IMP I FLOOD COF PARCEL I Po HD ISSUE This permit is hereby issued under the applicable provisions in the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. n By(, -/to PERMIT EXPIRES ON �� r*/0 Det Receipt N:). WHITE-D.C.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I-, Dec 17 02 11:38a ��, -1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES §( NO E3 2. HAVE ❑ HAVE NOT la signed an application for a building permit for the proposed work 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ' ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: „ NOTE: .:l DATE: 9J This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER P. Dec 17 02 11:37a P•1• Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself you may protect yourself from possible 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 you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (mcluding materials 'and other costs) is $300 or more for the entire project, and such persons are not licensed as • contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding; federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ' 0 For more specific information about your obligations under Federal Law, contract the. Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. ` If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownetbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sinc&rel hfichadl C. Vieira, C.B.O. Manager, Building Inspection' NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER Oct 11 02 08s45a p.2 Demolition Permits Asbestos Notification Statement Date AP# _Pursuant to section 19827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5: A demolition permit -shall not be issued by any city, county, .city and county, or state and local agency which is authorized to issue demolition permits as to any building or structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency, or both, - pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or the successor to that part; The permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the. declaration in writing, or it may incorporate the applicant's response on the demolition permit appli= cation." Attached is a copy of my. written asbestos notification to the United States ':Environmental Protection Agency for the demolition project located at Signature of Applicant 6R I hereby declare that a written asbestos.notification.to the United States Environmental Protection' Agency is not .applicable to this demolition project. Signature of Applicant 2/19/91 IP*3 Butte County Department of Development Services BUrrE Building Division COUNTT�' 7 County Center Drive FILE JAN 151004 Oroville, CA 95965 (530) 538-7541 DEVELSERVOIC SNT REFUND REQUEST APPLICATION REFUND POLICY -Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on the receipt issued for the fees paid. Any refund checks will be made payable to the name on, the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued - if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return to Dcvelo ment Services for payment processing. CLAIMANT'S NAME: %�.2Yr►'1 j3 rct /'�r'2nch2r� MAILING ADDRESS: PHONE: ASSESSOR'S PARCEL NO.: 3 `� 1 & [Please use one claim form per permit.] BLDG PERMIT NO.: -Receipt No. 1 - - - Receipt No. 2 Receipt No. 3 3, S. 5- o l '5 RECEIPT NO.: U -7 3 — -- -- -- -- -- -- -- RECEIPT DATE: RECEIPT AMOUNT: REASON FOR REFUND REQUEST: UN�/r�• mo6d e home a �- fit►, 5 �-�,� � Check those fees which you wish to have considered for refund: OBuilding Permit Fees OSheriff Fees OSRA Fees (CDF Fire Planning) DOther (specify): Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may ick them up prior to that time. lCak&yt_ I , 1kQ"yAg, ' Signature K:/Forms/Refund Application 082203 FILE Date OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: ADDRESS: 250n F4LeS—Rrl, CITY & STATE: _Chiro, CA 95996 IMPORTANT: May 21, 1986 SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM. TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner has decided not to do work. (Bldg Permit Appin. #966-85P,E, Receipt #37352, dated 4/8/85, A.P. #39-41-30). Total fees paid ----------------------------- $92.50 etain pian check ingee---------- 570 Retain plumbing filing fee -------- $10.00 Retain electrical filing fee------ 110.00 Amount retained--------------------------- $35.00 TOTAL ND DUE---------------------------- $57.50 $57.50 ) C'q TOTAL J $5-/.50 1, th-e undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct are stated. Y Detect this (" da of 19 et Oroville Calif. / >' . . ....... ............... Signature of C aimant 1, the undersigned, hereby certify that, to the best of my knowledge, the services or articl livered and that there is a Budget Appropriationo or Specific Board Approval' Check one) 21st May 86 0roviRe Dated this,,,,, day of 19 , at Calif. cified above have been performed or de - e same. ) ..... ,.-.._................,,,�..,.^ �............................. ep rtment Head or Authorized Deputy Dept. Exp. Code ............................................ Code ................................................PAYABLE FROM................................................................................. FUND ........... DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. ' � J l �7� v 1, * 7� - 1 NOTE:—All Ivtaterials & Workmanship Shah &6 in Accordance wi-th Recognized Good Practices and of a ruaj:Jy prescribed for the Specified use in the Uniform Euiidin j, Plumbing &Mechanical Codes and the National Electrical Code, i This set of, plans and specifiri-tions MUST be hof on the iob at all tunes cnd it is unlawful to mal anv changes or"alterations on some without R- t written permission from the Department of Public Works, County of Butte, - o! os spry A setback of'5 ft, from the Property lines and a setback of 50ft: from the road �� (� t V/ vu l evl5 ® centerline shall be clear.of I �' structures or equipment except j ll /Af r a 2 ft. eave overhang. 1 ns �u _ kA16444. Utility connections shall be within ° 4 ff. of the mobiiehome, either directly beh' � or within the rear Half of the ro dsi a (left) othe mobilehome. S BUTTE COUNTY p 1-911 BUILDING DEPARTMENT APPROV --- +! `COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS . 7 County Center Drive - Orovlittle, CalVornia 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT N/. y ASSES R PARCE UMBER �� ZO ING -Z BUILDING PERMIT r OWNER r U T LEPHONE SO. FT. OCC.1 BUILDING VALUATION OWNER'AILING ADDRES� X. _ J CONTRACTOR'S N.4ME TELEP NE CONT TOR'S MAILING ADDRESS Fireplace CONSTRU TION LENDER UNKNOWN Total Valuation $ Filing Fee $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ d Penalty $ ARCHI CT OR GINEER'S MAILING ADDRESS � Permit fee $ BUILDING ADDRESS �. DO PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME [PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF SyRUCTURE SF ❑ ❑ DuplexMobilehome Other �p SPECIFY Building sewer 5.00 Mobile Home 10.00e QQ TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Installation❑ Other ❑ Describe work: — Permit Fee $ 190 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 800V OR LESS 100 AMP OR LESS 10.00 QV 3 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.&` OR ADDNS. L ACC. BLDGS. t / 2h2SQft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification [� I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW 1-_O ID R. BRANCH MULTI-OUT 2.50 ea NEw -CONSTR POWER APPARATUS &\ NON RESID. SINGLE OUTLET CIR, / 20@5080¢ ExOccu p\OUTLETS OR FIXTURES 20Q . Occup( FIXED APPLNS. OR EX. Occup. OUTLETS (RESID,) EA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 S^ Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. j� I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against aid County in cons uenc of the granting of this permit X Date t�J Sijn�Applicant — Owner Contractor ❑ Agent Anrmit is required for excavations over 5'0" deep and demolition or construct- iores over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ r OCCUP. GROUP I TYPE OF CONST. PARC L PD HD SSU. This permit is hereby issue under sions of the Butte County Code and/or work indicated above for which DIR TOR OF PUBLIC By. , v PE IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date'� �/!! .){_! l� Receipt No. c S - i WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT f COUNTY OF BUTTE - DEPARTMENT OF,PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE;,CALIFORNIA 95965 - TELEPHONE: 916/534-4541 / PERMIT APPLICATION DATA SHEET � Permit No. OWNER �� i Gam! �S S/L .S A. P. No., Proposed Building Use Permit Fee Based Upon:Coete Contract Price DPW Valuation / Other (Expla)in Building Inspector C �/�� Date At time of permit application, I was advised the Rol-l-ow•igg'ata must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate/triplicate. 3. Complete plans in duplicate/triplicate. r:. . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 'Letter of signature authorizattiionn� . Sanitation approval from l/Ci/ lam, Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13., -Contractor's License Information (no., name style, classif.) Z--'lA-. Owner -Builder Verification (Given to ownerO;�Mail to owner ❑) eZ- Jr—X- �>J 15. Improvements may be required. . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . . . Pre-Inspec. request to pre -Inspection for-/ Required. Building Inspector 0 - Other �(iCo ye �V 4 c/ /Gv �/ 6�� U G�I•u /�f (i ,cr �a�� l %` j �`� a ,7 When you issue the permit, process as follows: `Mail to owner. Mail to contractor.. Telephone and hold for pickup at office. Deliver w/inspector. Other Applicant l !%Yl'1.� / - ) n _ f Date Copy of plans sent Health Dept., Fire Dept., (� Other Date Y During the plan checking process, the following data--inust be submitted prior to permit issuance: (For required items not checked above ti e o lication, circle item.) 1. Index permit for above Items No. 2. Additional items required: !i (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other By Date Plans checked by Date Plans approved by DatAK e J Other: Copy—DPW TO: Building Department- FROM: epartmentFROM: Environmental Health, Chico SUBJECT: Sanitation. k. '0000lt:�W Owner Location AP# Plan approved for:f .sewage disposal water supply .. PP Y Hold final for: water supply Final clearance O.K: for: water supply Clearance for bedroom mobile home. Other Notes**l unitarian Date COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA. - 95965 OWNER -BUILDER VERIFICATION Attention Property.Owner: Phone: 916-534-4541 An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your build- ing permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no). 2. I (have/have-ief) signed an application for a building permit for the proposYd work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name 4-a -e Address. City Phone Contractors License No. 4: I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name b h Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons tooprovide the work indicated: Name Address Phone Type of Work I an S igned : ,. Property Owner Social Secur ty er Date G NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our.office before we are permitted to issue the permit. / i- 77 TrZ r / ; NOTE:—All Materials & Workmanship Shall Be ir+ Accordv!-:ce with Recognized Good Practices and of a qualify prescribed for the Specified use in the Uniform Building, Plumbing & Mechanical Codes and the National Electrical Code. This set of plans and specific"tions MM be kept on the job at. afl times and, it is unlawful +o make any changes or alterations on some without written permission from the Department of Public Wor6, County of Butte. A setback of 5 ft. from tho v property lines and a ietbac!< /)d J1 S of 50f t. from the road 1 centerline shall be clear of n structures or equipment except 1�� C for a 2 ft. eave overhang. A permit will be required for the judgliatba of mobilehomee - 96G,85 BUTTE -BOUNTY BUILDING DEPARTMFENT APPROVED � '�1 '< 2200-82B • - PEF�AIT N0. . PERMIT EXPIRES OWNER James Estes CONTR. Wayne Bird, Durham ASSESSOR PARCEL 39-41=15(port) LOCATION -app 180' SW off S. end-of.Estes Rd. Chico I Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Cal led PG&E S vZ JOB FINALED (Date) Signature V = OK 0 = Not OK – = Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except q's Date DECKS COVERS, CARPORTS, FTC. (Plans) G,. oxcept # 1. Zoning Requirements–Setbacks–Easements Zoning Requirements–Setbacks–Easements 2. Soils; Special MH Support–Sketch ootings;'Size_Depth–Spacing_Connectors 3. Sewer; Location–Test–Fall-C/0–Concrete X Cecks; Girders and/or Joists–Decking–Bracing–Stairs–Rails 4. Water; Location–Test–Easement Needed (Sketch) d>.--VJeod Awn.;.Posts–Beams–Rftrs.–Connec.–Shthg.–Rfg.•BrIci, 1 5. Electricity; Location–Clearances–Grnd.–/ / Amp–Concrete – — tum. Awn.; Columns–Connections–Splice–Decal–Encios;.res 6. Gas; Location–Test–Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6 -Carports; Windows–Doors_ 7. Utility Clearance LEiec. Card -BI Date Card -BI Date Card -BI `, ',_ Date ,P— Card -BI Date Card -BI Date Card -BI Date Card -BI _ D�Card-BI Date Date MOBILEHOME INSTALLATION (Plans) OK except k's 1. Zoning Requirements–Setbacks–Easements Date POOLS (Plans) OK except N's 1, Setbacks–Easements 2. Footings; Size–Spacing–Marriage Line 2. Soils; Compaction–Structure Stability 3. Gas; MH Test–Demand–Valve–Connector 3. Pool Structure; Steel–Connections–Thickness–Dead Men–Lining 4. Electricity; MH Test–Crossovers–Breakers–Clearances 4, Elec.; Receptacles and Lighting; Distances–GFI 5. Drain; MH Test–Fall–Flex Connector 5. Elec.; Pool Lighting; 15 volts–GFI 6. Water; MH Test–Regulator–Connector 6. Elec.; Enclosures; Conduit Entries–Terminals–Listed 7. Water and Sewer Connected–C/O to Grade–HD Approval 7. Elec.; Bonding; Metal w/5'–Circulating Equipment–Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'–Circulating Equip. -Pool Lghtg. Boxes– Enc losures– Pane [boards–Ins. to Main in Conduit 9. Exits; Insp.–Sketch 10. Cert. of Occupancy 9. Health Department Approval 10, Plumb; Cir. Test–Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date. Card -BI Date J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single and Duplex) * = Not Ready Date UNDERFLOOR Plans OK exce t#'s Date FRAMING (Continued) - 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. 3. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth Ftg., Garage; Soils -Steel- / /" Ftg. Depth 49. 50. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab - 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. 8. Piers -Fireplace Ftg.-Steel D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 54. 55. Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -las. 13. Girders -Sills -Anchor Bolts-Joists-Vyts Cripples Card -BI Date Card -BI Date Card -BI �` Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 57. Smoke Detector 14. Water Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. 60. Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access 17. Shower Pan; Test, First Floor -Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. 63. Stairs & Rails Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except k's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. 21. Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights &Switches at Doors 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. 72. 73. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. Insulation -Foam -Looked tri Attic E) Yes Guard Rails & Deck Construction -Post Caps 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 25. 2 Appliance Circuits in Kitchen & Conductor Size 74. Fdn. Vents &Crawl Hole Door -Drainage &Wood -Earth Clearance Looked under Floor ❑ Yes - 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or AI, Insulated Neutral ❑Yes ❑No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters []Yes []No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish -_ 29. 30. Equip. Clearances; Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. 80. Water Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground - Card B -I Date Card -BI Date 81. Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit) OK except q's 31. A.C. Ducts; Insulation & Support 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/0 to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86, Energy Compliance Certificate -Other Certificates _ 33. Condensate Drain & Overflow; Size & Grade _ 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic _ --- -- Card -BI Date Card -BI Date Card -BI -_ _Date --_ Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's Comments at Final: 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. 39. Bearing Walls over Girders & Floor Nailing_ Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub _ 41.Header & Beam -Size & Bearing _ 42._Hangers-Post Caps -Anchors -Connectors 43. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnp.-Rfng. 44. Fireplace Ties or Type A Flue -Fireplace Throat _ 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _ 46. Bdrm._Wi doves or Exiting Doors -Sill Hgt. & Dimensions 47. _ Garage Fire Protection Framing (NOTE: An entry must be made each time you visit jobsite) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WOR 7 County Center Drive - Oroville, California 95965 - Telephone 916/5 -454 APPLICATION KNO PERMIT PERMIT 1 U ASSESSO P{�RC RWI--? R �O �(/ r- ZONING BUILDING PERMIT OW /,A��C / S2E7S TELEPHONE SO F OCC. BUILDING VALUATION D 47 C2 OWNER'S MM[AILINNGG ADDRESS/� 9NTFj CT AME / ^,��� ORE (�/w({�//j/T�Zro//7 EPHOjJE -�N �FA/•D/�i//�iVs Vim" 7,��7S S]�J n /7 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is 1320--00 Filing Fee $ 10,00 LENDER'S MAILING AD RESS Permit Fee $ ,f_5,.0v ARCHITECT OR ENGIN LICENSE No. Plan Checking Fee $ / ,6V Penalty $ ARCHITECT OR E INEER'S MAILING ADDRESS Permit fee $ BUILD AD1sss f 5 (// ,� (/�/V/ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 C71-1��Q Water piping LOT NO. / SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USEOF S RUCTURE SF Duplex❑ Mobilef 701her SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition &? Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Penult Fee $ Contractor ` ELECTRICAL PERMIT Filing Fee 10.00 Main service 1100 AMP LESS 5.00 Main service EA. ADD'L 100 AMP 2,50 NEW CONST./DWELLING OCCUP.y\ OR ADDNS. ` ACC. BLDGS. _ / 20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): 'IPJ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. ;/ 31' Classification �, ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR LOUT LET 2.50ee NON.RESID BRANCH CIRC ITS NEW CONSTR. I POWER APPARATUS p 1 NON-RESID, %SINGLE OUTLET CIR. I Ex. Occup OUTLETS OR FIXTURES a �@1 00 IXED APPLNS. OR EX. Occup. TLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIirig Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butt/Bu' ing Department a Certificate of Workmen's Compensation Insuor a Certificate of Consent to Self-Insure.I shall not employ any person in any manner sbecome subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become Subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s id County in conse epc of the granting of this permit. ( X Date �L, Signature of Afic.n, — 'Own., Conrracror� Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 5d. 00 Occup. 44 / + Tr of NST. � PARCEL c/ Po HD uE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF P BLIC A By � a PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PIN -INSPECTOR, GOLDENROD -APPLICANT Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT r FOR RESIDENTIAL DEVELOPMENT I /Il Pages OFFICIAL,.REL0FiQ:.;. Section 26-8.1 of the Butte County Code requires this acknowledgfgmft (OUNTY- cAt ;; be recorded prior to issuance of a building permit. -RECORDS NgOVESTED Fj,, The property described herein is adjacent to land or includ o.16 1 Pp�'� : within an area zoned for agricultural purposes, and residents Q{ �his Cl NI It !N property may be subject to inconveniences or discomfort arisintLy�t H 1►�,P�--`�. the use of -agricultural chemicals, including, but not limited to herbicidle cides, and fertilizers; and from the pursuit of agricultural operations including, bu E of limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor, Butte County has established agricultural zones which have as -a priority use for productive agricultural purposes, and residents within said zones and on adjacent Property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: G 6� Date: PRO ERTY OWNERS: 3 Y 1 State of California) On this the 16 day of April 19 85 ; before SS. me, the undersigned Notary Public, personally appeared County of Butte ) James L. -Estes and Mary E. Estes ( `J y.,} I" 1{ S.✓ ♦ i • 1 u 0 X/ Personally known to me. IV tproved� to me on the basis �w.11 of satisfactory evidence. m MARY R.CASEBEfER to be the person(s) whose iiame(s)"� are subscribed to NOTARY PUBLIC -CALIFORNIA the within instrument and acknowledgedAhat they Butte County executed the same for the purposes therein contained. MyComncssiwExpires Nov. 30,19M ie IN WITNESS WHEREOF, I hereunto set my hand and official seal. ®m�a�elsepl�ee®rll��ri,�a�a�a®®®® Notary Public Mary R. Casebeer Present A.P. No.y y- OFDOCUMENT 4x County of Butte Oroville, Califomia GENERAL CLAIM CLAIMANT: Karen 8t Bruce Blanchard ADDRESS: 2471 Estes Road CITY & STATE: Chico, CA 95926 DATE OF CLAIM: 07/20/04 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet APN: 039-410-068 Permit No.: 03-2287 PAID RETAINED REFUND Development Services $ 394.00 $ 88.00 $ 306.00 SRA $ - $ - $ - Sheriff $ _ $ - $ _ Other: $ $ - $ TOTAL $ 394.00 $ 88.00 $ 306.00 ................. ;.:.o...... :......:.:..:. . ::BREA fl f3 �Vi�T :::::::::::::::: B D ET .::ACCOUNT:::ALViOUNT .............. .............. ............... Development Services 440-001 4210500 $ 306.00 SRA 0100 4617240 $ Sheriff 280 1011811 $ - Other $ - TOTAL $ 306.00 $ 306.00 i, ine unoersigneo, aeciare unaer penalty of perjury that the services or articles claimed have been performed or delivered, and t at this claim is true andel correct as stated. Dated this _ _�day of �/ U !tel _, 2004, at C� / I (�Calif. /<9141124Y1L, Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation P or Specific Board Approval (Check onp'4e e same... Dated this ((� day of u—� 2004, at Oroville Calif. k�.I Depa�Head or Authorized De u 'b Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY EPT & SUB PROJ SUB_OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. IC9-c %ha.ee0 ?/oy Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 ' (530)538-7601„Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING July 20, 20.04 Karen & Bruce Blanchard 2471 Estes Road Chico, CA 95926 RE: Permit No. 03-2287 APN#039-410-068 Owner: same On 7/31/03, a deposit was made in the amount of $394.00, of which $88.00 was retained. The remaining fees will be reimbursed to you. Please sign, date, and return the enclosed claim form to this office. Once we receive the. claim form, we will then process your refund in the amount of $306.00. µ Should you have any questions, please contact this office Monday through Friday, 8:00 a.m. to 4:00 p.m., at 538-6869. Sincerely, Diane Lewellen , OA III , Administrative Division enclosure - 03-2287.1tr REFUND CALCULATION SHEET :LAIMANt: Karen & Bruce Blanchard Ess: 2471 Estes Road ITY & STATE: Chico, CA 95926 ATE OF CLAIM: .07/14/04 APN: 039-410-068 RECEIPT INFORMATION NUMBER: DATE: ISSUED TO: CHECK #: AMOUNT: PERMIT #: PRIOR REFUNDS: FEES VERIFIED 385015 DIFFERENCE: 07/31/2003 APPROVAL Karen & Bruce Blanchard 07 15/20 4 1 Michael V 234 Building Manager ana $394.00 03-2287 Yes No Yes No Yes No X X REFUND BREAKDOWN DETAIL PAID RETAIN REFUND BLDG 440-001 4210500 SRA 0100 4617240 SHERIFF 280 1011811 BLDG :::::::::.:.::.:.::.:.::.:...:.:.::.:.:.:.::.....::::::... »}:.}}:..:.:.»> >: >: >::: »»>: .»:.:.::.::.:.:.:.::::.::: ........ »»:.. . FILING FEES' Building 20.00 20.00 Plumbing 20.00 20.00 Electric Mechanical PLAN CHECK Plan Check 23.001 23.00 Energy INSPECTION. Ener SRA -BLDG , Building $46 PERMIT FEES Building Plumbing Electric Mechanical 286.00 286.00 286.00 45.00 45.00 45.00 OTHER BLDG Overcharge REFUND PROCESS FEE 25.00 -25.00 -25.00 BUILDING TOTAL • 394.00 88.00 306.00 306.00 SRA -FIRESRA Fire $43 - FIRE SHERIFF - $360 Sheriff " :: SHERIFF OTHER NON -BLDG OTHER $ 394.00 $ 88.00 $ 306.00 $ 306.00 $ - $ - $ - BLDG 440-001 4210500 SRA 0100 4617240 SHERIFF 280 1011811 CHECK: $306.00 DIFFERENCE: (Should be blank) APPROVAL Date Reviewed 07 15/20 4 1 Michael V Building Manager ana -. A BUTTE COUNTY JUN 17 )nnh y � Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 REFUND REQUEST. APPLICATION REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on t he receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued - if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other Count Departments are not covered b this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the recai t) and return, to Development Services for payment processirig. CLAIMANT'S NAME: MAILING ADDRESS: ( 5-30) PHONE: ASSESSOR'S PARCEL NO.: - ✓ 3 G - L L - (Please use one claim form per permit.) BLDG PERMIT NO.: ✓ 3 - ? -7 Receipt No. 1 Receipt No. 2 Receipt No. 3 RECEIPT NO.: �/ `3 S v 5 U 7 v 3 RECEIPT DATE: ✓ ✓ 39� to - RECEIPT AMOUNT: REASON FOR REFUND REQUEST: 1716¢ �4 rn� - anda�ioIyl t4;id?,✓ Mor ih-- hom'e [-b 1+ Check those fees which you wish to have considered for refund: Building Permit Fees OSheriff Fees SRAFees (CDF Fire Planning) DOther (specify): Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may ick them up prioi to that time. Signature K:/Forms/Refund Application 082203 Q I /1 -1p tj Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 — PER --7 NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039-410-068 ZONING BUILDING PERMIT OWNER BLANCHARD BRUCE & KAREN TELEPHONE - SO. FT. OCC. BUILDING VALUATION 1560 R 84,240.00 . OWNERS MAIUM3 ADDRESS 2471 ESTES RD. CHICO 95928 CONTRACTOR'S VAME JERRY M H TELEPHONE 1 876-0369 CONTRACTORS "UNG ADDRESS CONSTRUCTION -ENDER [,Fireplace LENDER'S MAIUW ADDRESS Total Valuation $ 84 240.00 ARCHITECT OR a 4GINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 286.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 2471 ESTES RD. CHIM 94928 Energy Plan Checking Fee $ PERMIT FEE $ 329.00 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome R1 Other SPECIFY___ Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other M Describe 'Mork: PETRO M/H Gas piping system 1 - 5 outlets 15.00 19.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 65.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20oA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License CI'sss Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby effirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' conpensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Cae•rier Main Service 200A TO 1000& 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. e+DS. SO 3.5QFT; NON-RESID.T. MULTI.O T.. U @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. oLmET OR FOTruREs zo @ ,.00 BAL @ ,50 Ex. Occu . oFlxurLEEDTSA Aa oRE.A. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRE INSPECTION PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI= $ Poicy Number (The above sections need not be completed if the permit is for work of a valuation of ane hundred dollars ($100) or less.) .. I cErtify that in the performance of the work for which this permit is issued, I shall no. employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. /�Ui'A L. toindicate X %1-31/ea ature of Applicant - Owner O Contractors Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structLres over 3 stories in height. Mobile Home Installation Fee is Energy Inspection Fee Is Occ CONST. TYPE TOTAL FEE $ 394,00 NLa2. ` • D IMP —' FLOOD X CDP -- P C ISSUE / This permit is ereby issued under of the Bu County Code and/or bove for which fees have B PERMIT EXPIRES ON the applicable provisions Resolutions to do work been aid. ate 8 �/ QJ o ate Receipt No. O WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT _.^�`'�'�`�},`,'^1TM(Yi�''+'LACY+�f,`%�.e.�4N.:v1"}�'6.rirfP,,.�,.�� '�1��"�°��TT`•i0.�f'•i�wi•'RM TY�r�F,�'�br(,.i�M.Y't'L'l.� 43,-aa8-'7 N, COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ` 1--���rn Cl �GZ/\ CJS ASSESSOR PARCEL NUMBER 2�c� ' / 10 - L !J Proposed Building Use: ` U n� ?W Counter Technician: Date: -7/3V ?j Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed),by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 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. Energy compliance design and supporting documentation in duplicate. :P7_6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views'in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b theengineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... •' ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner.......................I ............. ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the followinj items.) c �❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C B,uildings............................................. El16. Sanitation and plot plan approval from the Environmental Health Department in "❑ 17. City of Chico Plumbing permit........................................................................I '❑ 18. California Department of Forestry plan approval ❑ paid. Sent- by: ...................... ' ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21 Encroachment Permit for dr•veway from the Public Works Dept. (construction approval prior to occupancy). 2. Pre -Inspection for MJ � required ................ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Wo'rker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Ow-Bui{der Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits ................................................. fid. b4 30. lVGrant Deed,�1.H. Title/Statement of Facts, ❑ Letter from Legal Owner C eck to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building per 71it. :2Applicant: �U Date: 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advisedTf the above data by ❑ Contractor, designer, owner, was advised of the above data by ❑ Plans reviewed by: Date: Structural reviewed by: '..'Date: Note transfer by: .Date: Vollnn,- RnilFiino Nvicinn Plan Check Letter phone, ❑ mail, ❑ counter, by Date: phone, ❑ mail, ❑ counter b . Date: Plans approved by: Date: Structural approved by: Date: 13 n ..JN ,PE :::.::.::I O? OWNER: 4- I LOCATION: q -71 E42.� AV CONTRACTOR: PRE-INSPETION DATE TO INSPECTOR: Building Description: Commercial/Usage:_ iZesidential/# of Units: -urrently Occupied .Abandoned/Vacant Electric: Yes No Condition of Electric Gas: PERMIT HISTORY:( ) NONE ZONING: 0 AS FOLLOWS: BUQ.DING INSPECTOR'S REPORT Electric currently On LZ Off Natural Propane None Currently On 1/ — - Off Obvious Problems: / V GN(� Sanitation: Plumbing Working_% r Well Wor kingT� Potable Water ` Obvious SewageProblemsllh�d� ANO _ A Comments ACTION RECOMMENDED: ISSUE: HOLD FOR ! W G� /% lq� . #r/kG. U�l�( Inspector. /iA±(z Date a Sketch buildings on reverse and indicate location on property. - { Sanitation: Plumbing Working_% r Well Wor kingT� Potable Water ` Obvious SewageProblemsllh�d� ANO _ A Comments ACTION RECOMMENDED: ISSUE: HOLD FOR ! W G� /% lq� . #r/kG. U�l�( Inspector. /iA±(z Date a Sketch buildings on reverse and indicate location on property. - U blAOl d N� M 141) ry, k"lw 7, tit 6' a 6' LS7c� �n T y P 0<1 a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILJDING DIVISION 7 County Center Drive • Orovilie, California 95965 • Telephone (53Cy) 538-7541 PER NONO APPLICATION AND PERMIT ✓ ©� _WWPARc.""'am 03 9 _ I v _ 0 ZONM BUILDING PERMIT TELEPHONE � so. FT. OCC. BUILDING VALUATION OWNERS MAJUM ADD ` v a- ^� '[ O DoNr 5 NAME rnP TELEPHONE coNrRAdSO*'3 MAUNO cONSTRUCTIOHLENDER LENDERS M4OJNG ADDRECB Fireplace Total Valuation S ARCHREGT OR E/i+MNE'ER LICENSE H0. Finn Fee $ 20.00 - ARCHRECT OR CNCMEERE MAOJHG ADDRESS Permit Fee - $ C9 971,0 Plan CheckingFee $ BL7O.pLHG ADDRESS O_t) ' Energy Plnn Checking Fee S • S PERMIT FEE S 3 Q L LOT . IA •--•--------....-.- SuaoArslONs NOME ----------.---.-----------•-•------_ - PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Niobilehome Other SPECIFY Each Trap ---- — --- 7.00 ---- Solar or heat pump water heater 23.00 Water piping 15.00 Each gas venter heater or vent 15.00 . TYPE OF WORK New ❑ Addition ❑ Re el` ❑ ,1.06as ❑ InstallaSon ❑ Other Describe Work- l(� %i�.� Gas piping gvstam t - 5 outlets i 15.00 Build"ina sewer r 15.00— Mobile Home S G W1 @211.00 PERMIT FEE t ELECTRICAL PERMIT Firing Fee 20.00 OOON OR LESS Main Servicexoo,► oR LEss 23.00. ' t O 3 q iii �'�1e jl14sc. SRA S�;� 0 4+wy- Main Service 2v" To immA 46.00 NEIN comm - OR ADONS ( D"s e°oy' 3.5¢R Ns . IIoN•AESO). �LrLT7 oust ET @7.50 POVNE7L APPARATUS i SMeLE OLIRET COL Ex. Occup. ovn ET OR FIXTURM m CY t.00 BAL O 30. FUM Ex. OCcu FUD ��• OR m. EX S.OD Temporary Service 23.00 Mobile Home Facilities 20.00 Wring23.00 94rw PERMIT FEE S MECHANICAL PERMIT Firing Fee 20.00 Heating Coorin Hood I I s.501 Ventilation PERMIT FEI_ $ Mobile Home installation Fee $ Energy Inspection Fea S Odc "" ITOTAL FEE $ 3af HAZ. D. FEES I IMP I ROOD I CDF PARCEL PD HDI ssh Y440 'This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work a indicated above for which fees have been paid. By Date PERMIT EXPIRES ON .45.1•'.Estes Rd., Chico _-- 339-41 * Permit#,966-85P,E(util, MH) ' -;� ELEC .- SAS _ 11 COMPACTI N, TEST :REQ 39-47 -Permit �7 82P E .util MH) 70 ELEC g -L' 200 `GAS 5= - 8 ,VvivE SUPPORT STRUC.:r REQ. x d A '0110 IRE COMPACTION 0111 Permit �k1163 2 inst.elec.eircuit for"` f� � y -.sump pump fo permit '��657-82) ,M � k �� : 39-41-x°.. CR e r co__Lr::J El Mannite ; :Marysville, Perm 226-32MHI _ Iss ted f 39-4; 4 t FAYE -TADLOCK _r r ( 1249 Estes, Dr, Chico _t } _ .i Contr: Root .'Construction i Permit#2247-83B.,(cbver .over existing deck)MH ,. 39 41"M �J 4 Permit '��_— 00�8`2B(add cock /MH) E contr Wayne Bird; Durhamh s F ' r 039-410-068 03-2287 ,. BLANCHARD, BRUCE CHICO 2471 ESTER RD, r Cont: JERRY MHS F EX 1vIH PERM FND EX SITE r klawtt` .K - a• 1. COUNTY OF BUTTE • BUILDING DIVISION...... . DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ` OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i� /4?/ i 5 F� T C,1/� o /P«wig; 7, ddC--G� ova• i I l Date03 Inspector / t; REV 10/92 x COUNTY OF BUTTE - DEPAOTMENT OF DEVELOPMENT SERVICES - BUILDI DIVISION r� 7 County Center Drive • 0roville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) ' APPLICATION AND PERMIT 08— 3a nnd ASSESSOR PARCEL NUMBER 019-410-068& 069 ZONING A-20 BUILDING PERMIT OWNER BRUCE TELEPHONE SO. FT. OCC. BUILDING VALUATION 1620 U 29 160.00 OWNERS MAILING ADDRESS CONTRACTOR'S NAME NOR TELEPHONE CONTRACTORS MAILING ADDRESS #9 THREE LSEVENS IN STE 5, CHICK) CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 294-50 ARCHITECT OR ENGINEERS MAILING ADDRESS PO 124� MID PINES, CA 95345 Plan CheckingFee $ 184 92 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IR Other UIVAIE G WF. Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping Each as water heater or vent TYPE OF WORK New R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: CONSTRUCTION OF NEW METAL RT.nc.- Gas piping stem 1 - 5 outlets Buildingsewer C@9?20.00 Mobile Ho e S G W PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is 'n full ffrce and effect. A n /� r� License Class M Lic. No. d Ion I /.J OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' corJT pensatio�su���rier and policy number are: Carrier Main Service zoOA To 46.00 CCU000A NEW CONST. DWEWNG OCCUP. OR ADONS. ( MNGS. SO 3.50Fr. NON -R610 T.MULTI-OUTLET @7,50 POWER APPARATUs 8 SINGLE OURET CIR. Ex. Occup. OUTLET OR FO(TURES 20 Q'.00 BAL @ .50 OR Ex. Occup. ours AaID.) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling BeF20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number & D — DD (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ith I omply with those provisions. -X- Date /d�.� 3/Q3 ---Signature-of--App Icant-- `Owner ontractor ❑Agent An OSHA permit is required for excavations over 50" dep and demolition or construction of structures over 3 stories in eight. AI Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 489.42 HAZ. 0. FEES IMP FLo D CDF PARCH ✓ PD D u This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have B PERMIT EXPIRES O ! the applicable provisions Resolutions to do work been paid. Date kj D,4 Receipt No. old 9 96 WHITE-D.D.S.-B.D. CAN Y -ASSESSOR PIN N PEC GOL ENROD-APPL ANT COUNTY OF BUTTE - DEPAPTMENt31A NT SERVICES - BUILDING DIVISION 7 County Center Drive Orov65 •Telephone (530) 538-7541 P IT o. (Rev. 12/96) APPLID PERMIT ` ASSESSOR PARCEL NUMBER 039-410-068 & 069 ZONING A-20 BUILDIN MIT OWNBRUCE BLANCHARD TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWN N CONiRAT5S SIM EE SDIE S 7 ATS CTL • 5, CHICO LLVJ LN, Jll:r TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total V uatlon $ ARCHITECT OR ENGINEER LICENSE NO. Flin ee $ 20.00 P,/nit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Ian Checkin Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBD14610N'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 UEOFSTRUCTURE SF ❑ Duplex O Mobilehome ❑ ther SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE F WORK New ❑ Addition ❑ Remodel ❑ Utilities Installation O Other Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service 20OA OR LESS 23.00 TION LICENSED CONTRACTOR'S DECedunl I hereby affirm under penalty of perjury that I am lice r provisions of Chapter ess nd Professions Code, (commencing wRh Section 7000) of Division 3 7/24-7 and my licens in f1+11 force and effect. 6I• � Lic. No. License Class T OWNER -BUILDER DE LARATION I hereby affirm under penalty of perjury that I a exempt from the Co actors License Law for the following reason: ❑ 1, as owner of the property, or my employ es with wages as their sole c pensation, will do the work, and the structure is of intended or offered for Sal ❑ I, as owner of the property, am excl ively contracting with licensed c ntractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code r this reason WORKERS' COMP NSATION DECLARATION I hereby affirm under penalty of perj y one of the following declarations: ❑ I have and will maintain a rtificate of consent to self -insure for workers' compensation, as provided or by section 3700 of the Labor Code, for the rmance of the work for Y.this permit is issued. I have and will maintain wor rs' compensation Insurance, as required by Section 3700 of the Labor Code, for a performance of work for which this permit is issued. My workers' co pensatio i_rysyranceparrier and policy number are: Carrier + Policy Number 0 — 2 Wti. Oo0 'L'1Z (The above sections ne d not be completed 0 the permit is for work of a valuation of one hundred dollar ($100) or less.) [3I certify that in the pert rmance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / _ Date / 0"2 ZE> _ Signature of Applicant - O Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEwNG OCCUP. SO OR ADDNS. a ACC. stns. 3.5QFT:9 �µR61DT' MULTBRANCI.OUTLETITS �a 7.50 POWER APPARATUS a SINGLE oLmET CIR. 20 Ex. Occup. OUTLET OR FDRURES @''00 SAL @ .50 Ex. Occup. OUTFIXED S REQS OE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling od 6.50 Ven ' tion PERMIT FEE $ Mobile Home InNallation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ FEES IMP I FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPA., TMENTOF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center" t'�rive• Oroville; California 95965 • Telephone (530) 538-7541 P IT O. (Rev)2/96) APPLICATION AND PERMIT ll ASSESSOR PARCEL NUMBER 039-410-068 & 069 ZONING A-20 BUILDIN MIT OWNISRIM B M/� TELEPHONE Sp, FT, OCC. BUILDING VALUATION OWN NG{ M6RD9 N= VA= BUILDING S"ll 345-72% cONVCa0,{ijS d)AJ. M S SIN,SM. 5, a4I00 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Vlefua,tion $ ARCHITECT OR ENGINEER LICENSE NO. Flin ee $ 20.00 P it Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS \ Ian Checking Fee. $ BUILDING ADDRESS` Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 U EOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ther ° Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 "'SPECIFY TYPE , F WORK s Installation ❑ Other NewwO Addition ❑ Remodel ❑ Utiliti,7R Describe Work: Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Feel 20.00 Main Service zoOA oR LESS 23.00 LICENSED CONTRACTOR'S DE R TION I hereby affirm under penalty of perjury that I am lice ed un r provisions of Chapter 9 (commencing with Section 7000) of Division 3o th Business nd Professions Code, and my licens�ias in fqII force and effect. / 2 License Class""A L'F.L - Lic. No. / / OWNER -BUILDER DE LARATION I hereby affirm under penalty of perjury that I a exempt from the Co tractors License Law for the following reason: 1�pensation, ❑ I, as owner of the property, or my employ es with wages as their solewill do the work, and the structure is of intended or offered for ❑ 1, as owner of the property, am excl sively contracting with licensed tractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code . r this reason WORKERS' COMP NSATION DECLARATION I hereby affirm under penalty of perju one of the following declarations: ❑ 1 have and will maintain a c rtificate of consent to self -insure for workers' compensation, as provided or by section 3700 of the Labor Code, for the performance of the work for hich this permit is issued, 2-o hYave and will maintain wor �rs' compensation Insurance, as required by Section 3700 of the Labor Code, for a performance of work for which this permit is issued. My workers' co pensatio in ance arrier and policy number are: Carrier k Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a mac, eLns. SO 3.50x: T NEW gESID. RANCHO CIRCUITS 97,50 POWER APPARATUS a SINGLE oUTLEf C'R. Ex. Occup. OUTLET OR FD(TURES BAS p �.w DX APPLNS. OR Ex. Occup. ou'. RES,D, En 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling od 6.50 Ven it tion PERMIT FEE $ Policy Number O Z ""' 000 'Ll -Z -- (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the pert rmance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date �g a _ Signature of Applicant - ❑ Owner ZContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home In Ilation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D:: FEES IMPil FLOOD _RF PARCEL PD HD + `ISSUE This permit is hereby issued under of the Butte County Code. and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date ReceiptNo. f WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEP"TMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 County Center•"Wive N• Oroville, California 95965 • Telephone (530) 538-7541 PI . MIT0. (Rev. ;2/96) APPLICATION AND PERMIT ASSESSOR PARCELNUMBER 039-410-068 & 069 ZONING A-20 BU I LDI NG-PtA M IT OWNER BW�p M TELEPHONE SO. FT. OCC. BUILDING VALUATION " OWNER' NO'AD- ESS R B I NORTH VALUX BUILDING SYSM -145-72% CON ,OME)L HONE5CCLqC7h'JL•J'V7TW1 l CONTRACTORS MAIUNG ADDRESS r CONSTRUCTION LENDER Fireplace,/ LENDER'S MAIUNG ADDRESS Total Vafuatlon $ ARCHITECT OR ENGINEER LICENSE NO. Filin flee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS ,,Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ / PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE 7 SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY 4LEach Trap 7.00 Solar or Heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK / New. ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other [3 Describe Work: `�\ \ / Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S - ELECTRICAL PERMIT Fling Fee 20.00 i Main Service no.Ao...s 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of thdBusiness'and Professions Code, and my license.iS in full force and effect. �' y/ �'} License Class (� I �- LIC. NO. I / / OWNER -BUILDER DECLARATION - Y I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is knot intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. / ❑ 1 am exempt under Sec. / Business and Professions Code or this reason —� WORKERS' COMPENSATION DECLARATION \ I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' ' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. .O' I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation jDsurance carrier and policy number are: Carrier -;=-,4-o At,— / -1� Policy Number Cell — %C.N.Z UCIu 'L-1- -- (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date /0121,/D SApplicant - ❑ Owner Contractor ❑ Agent entu'reof An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. TO Main Service TO 46.00 NEW CONST. DWE OCCUCUP. SO OR ADDNS. & ACC. BUDS. 3.50FT. NON-R.,D. T. MULTI.OIUTLET @7,50 POWER APPARATUS d SINGLE OIJTLEIT CIR. 20 .00 EX. Occup. OUTLET OR FIXTURES SAL @ '. 0 FIXED APPLNS. OR Ex. Occup. ourLFTs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. 0. FEES IM% FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT �C�{7,3-3a Yo COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION - " 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 t PERMIT APPLICATION DATA SHEET OWNER: ( ASSESSOR PARCEL NUMBER _(..t Proposed Building Use: , Counter Technician: , Date: Items required in order to apply for a permit. All boxes'MIJST b kfiecked OR marked NA in order to apply. VA 1. Site plans, 3 or 4 sets, signed by the prepaier of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculation's. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! r' ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufacbred homes: (A) Data sheets and installation inst, (B) Marriage lire info, (C) Floor Plan�D) Tie down or fnd plans, all in duplicate. 7. Metal bld��s? (A�Metal Bldg Plans,!,B�Fnd plans and calcs in triplicate, tC� Elevations in trip Icate:��Floor wlans in triplicate. All of these must be stamped and wet -signed by the engineer. )-,.. I` Items required for initial plan review. If checked items have not been received, planre iiew cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. f d ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 9. Site plane and business license approval from the City of Biggs..... Letter of intent for non-residential buildings .............................. 11. Detached Accessory Building Form filled out by the owner....... ❑ 12. Hazardcus Material Form ..................................................... ❑ 13. Fire Sprinklers .............................. '................................... .� ❑ 14�,Agricultural Buffer clr and site plan apr from the Ag Commissio ❑ 15. Other / Date Received By ............................. J...................... ............. Sent by g6. ing items needed to issue the permit. (May'require additional plan review upon receipt o the lowing items. Fees as shown on the attached Schedule of Fees Due,Sheet....................................... l a 3 Statement of Intent for Non heated and AIC Buildings ...................................... . Sanitation and site plan approval from the Environmental Health Department in�� �) City of Chico Plumbing permit ......................... f............................................ ❑ 20. California Department of Forestry plan approval/Elpaid. Sent by: ...................... * 21. Planning approval for (A) Use: 1G (B)Parking: (C) Parcel Check: D— 13 -lam Contact Land Developrfient about-❑ Improvements, ❑ Drainage ............................... WNPDES Form ................................................................ 1 03 24. Encroachment Permit for driveway from the Public Works Dept .................................. ❑ 25. Pre -Inspection, for / required ................ ❑ 26. Contractor's liense information. (Number, Name Style, Classification).. ❑ 27. Worker's Compensation Carrier and,Policy Number ............................. `............... ❑ 28. Owner -Builder Verification (❑ Giveri to owner, ❑ Mailed to owner).................... ❑ 29. Letter of Signature authorization. I.................................................................. ❑ 30. Recorded copy of Agricultural Acknowledgment Statement ................................... ❑ 31. Manufactured home utility clearance.............................................................. ❑ Existing violations and/or expired permits ............................... ............................ $❑ Grant eed, D NIH. Title/State e f Facts, ❑ Letter from Legal Owner, ❑ Check to4KC.D. $ 4. Other: t hen issued TEiep ne 7' ;gin and hold for picku . I have been informed of the above items and requirements for obtaining a building permit. Applicant< C-- Date: /a/ 23 j o 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contra esigner, owner, was advised of the above data by phone, ❑ mail,. ❑ counter, by Date.---)) Contractor, desig ier, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ coun er, by Date: Plans reviewed b-(: Date:` Plans approved by: Date: Structural reviewed : Date: Structural approved by: Date: Note transfer by: Date: — Yellow: Building Division M�. rol p� E.H. USE OAKY Flat Plan Attached Floor Stan Attachad sam to S.D. ! T0: Building Department .w FROM: Environmental Health SUBJECT: Sanitation Clearance il / E'1 IY Owner Location AP# Plan Approved for: Sewage Disposal✓ Water Supply: Public Private Well Clearance for dwelling. Other AJn Hold final for: Final clearance O.K. for: NOTE: ., Environmental Health Specialist 6ate 8/96 05-8;Fo COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVELLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 �1 SCHEDULE OF FEES DUE Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... x = $ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time A permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT l / L DATE 2� Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6100) (J RECEIPT # DATE REC. �1. BUILDING PERMIT FEES Balance Due ......................... $ �© Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ......................x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... x = $ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time A permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT l / L DATE 2� Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6100) COUNTY OF 13llTTE - DOARTINENT OF ®EVELO 7 County Center Drive *Oroviile, California (Rev.12/96) APPLICATION' D A99ESSoppAFCELNUMHER ZOMNG - oCL- L! 10 obi A owl, ' ' TELEPXONH OWNER'S MAUNG ADORESS' 2 � •�. Zd. LV �a CONTRACrOR'S NAME TELEPHONE CONfRACrOWS MAILING ADDRESS CONSTRUCTION LENDER ` LENDER'S MAILING ADDRESS _ ARCyqECT OR= EFA C H NQ Anew%j u OR ENGINEERS MARLING ADORFA SL . C-\,° e.0 lDTNO. SU80NISI0t�9 �>� � ^ ' D v � � r � ARCEL MAP . [' V.sUSE!/OPSTRUUCTURE(LJZ , Ar— SF ❑ Duplex ❑ Mobilehome"er SPECIFY TYPE OR WORK New. W'-Additn ❑ Remodel ❑ UgUes (3 Installatlon O 'Other ❑ Describe- Work: �w,�c�►y�-�•` a� _��— e I) S S - BUILDING DIVISION. • p��I (530) 538-7 1 �PEI No: M BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION Permit Fee $ Plan Checking Fee $ Energy Plan Checking Fee $ $ PERMIT FEE $ Each -Rap 7.00 Solar or hatpurnp water heater 23.00 Water piping 15.00 Each ges water helEhK or vent 15.00 . _Gas piping system 1 -5 nets 15.00 .00 PERMIT FEE S PERMIT Filing FeeF 20.00 GQQV OR tms 23.00 MCA TO 1000A i dB_nr1 000U . O RFDMAM I HAL®'AO ' AFfLNE Ex. Occup. o HD AMID.CIA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Mise. Wiring 23.00 PERMIT FEE $ ICAL PERMIT Filing Fee 20.00 WHcod 5.60 PERMITFEE S Mobile Home Installation Fee $ Energy Ins ectlon Fee Is OCc CONST. TYPE TO FEE $ �- D. FEES O' MDF I MACEL XO ISSUE V. This permit Is hereby Issued. under the -applicable provisions Of the Butte County Code and/or Resolutions to do work Indicated above for which fees. have been paid. By . Date PERMIT EXPIRES ON National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to. obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: { Crandall Engineering P.O. BOX 124 MIDPINES, CA 95345 STEEL BUILDING FOUNDATION DESIGN - BRACE BAY REACTIONS SHEET .4 OF I JOB NO: pn�017- MANUFACTURER: BUTLER BUILDING NO: D03-109095 CLIENT: NVBS LOCATION: BUTTE CO REACTIONS FROM BUILDING MANUFACTURER RIGID FRAME H V 0.39 1.43 1.07 -5.33 -0.66 -6.95 -0.65 -0.56 0.00 -0.43 4.00 2.00 2.00 1.00 4.26 -7.52 1.44 0.07 REDUNDANCYIRELIABILTY FOR BB # BRACES = 1. oo BUILDING AREA = 1620 s.t. OVERSTRENGTH FACTOR = 2.20 H V FACTORED E 3.18 1 0.16 BRACE ROD SIZE 0.63 " Diameter At = 0.20 SO. IN. HORIZONTAL BRACE DISTANCE = 30 FT VERTICAL BRACE DISTANCE = 12 FT LENGTH = 32.31 MAX BRACE T =90% At Fy = 9.09 K H V BRACE H 1 8.44 -3.38 6= 1.00 r max = 1.50 User= 1.50 GOVERNING BRACE BAY FORCES: H V W " 4.26 -7.52 E 3.18 0.16 � STEfL B;UJLD,IN.G MEO' WITNLF00NOATONDESOW iGD FNG HSAB � ) MANUFACTURER: Butler Manufacturing. BUILDING NO: D03-109095 BUILDING LINES: LINE 2 CLIENT: NVBS LOCATION: Butte Co., CA REACTIONS:, LINE A " H V H V DL 0.39 1.43 CL 7.50 0.00 0.00 ;F F 1.75 j WLL -7.16 -8.39 WLR 2.43 DL 0.39 1.43 CL 7.50 0.00 0.00 LL • 1.75 6.07 WLL -7.16 -8.39 WLR 2.43 -4.01 IP 0.87 0.00 0.00 Is -6.96 0.00 0.00 EQ -0.65 -0.56 SLL . 1.0 KSF SLR oa PER FOOT IN EXCESS OF 1' EWP. 1.07 -5.33 EWS -.0.66. -6.95 CR1 0.15 KCF PD 0-. oo -0.43 y 100% STRESS LEVEL MAXIMUM 2.14 7.50 0.00 0.00 MINIMUM 0.39 1.00, 0.00 0.00 133% STRESS LEVEL MAXIMUM 2.82 0.87 0.00 0.00 MINIMUM -6.77 -6.96 0.00 0.00 MATERIALS AND ALLOWABLE STRESSES: SOIL: BASE BEARING CAP: 1.0 KSF h. WIDTH INCREASE: oa PER FOOT IN EXCESS OF 1' DEPTH INCREASE: !k 2oa' w PER FOOT -IN EXCESS OF 1' CONCRETE: F'c '= 2.5 KSI @ 28 DAYS WT = 0.15 KCF REINFORCING`. Fs = 20 KSI y DESIGN CONSTANTS: N = 10 J = 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) !� RF1 d SLAB: SLAB THICKNESS: 'T 4 INCHES A SLAB REINFORCING: wwM @ 6 IN. O.C. As = 0.028 SQ. IN. / FT. WEIGHT OF SLAB TO RESIST UPLIFT: SLAB Mr; = 133% x Fs x As x T%2 x J/12 _ 0.112 K- FT SLAB WT = ' 0.050 KSF EFFECTIVE SLAB WIDTH = SQRT( 2 x Mr / W 2.12 •:FT i EFFECTIVE SLAB WEIGHT = WIDTH x Wt = 0.106 K /LF SIDEWA�LLPERIMEaT R 0000 GT�HICKENED<SLAB k s� x REIN#F®RCING TROP #4 tTOa AL OF h •w1s TROP As 0 2 SQa,IN � '. L DOTTOM'.�`� .'.#4 ���TOTA�OF sus � v ` COMBINED WEIGHT OF PERMITER AND SLAB TO RESIST UPLIFT: FOOTING WT = Wf = 0.150 KLF SLAB WT = WS 0.106K ' TOTAL WT = Wf + Ws 0.256 PERIMETER Mr ,j _•133%xFsxTOPAsx(d-2")xj/12=a. '4.00''K-FT EFFECTIVE PERIMETER L<= SQRT (2 x Mr / WT) = ` 5.59 FT FOR 2-SIDES - TOTAL WT = 2 x L x TOTAL WT = 2.86 K .P z IGID,FRANW&KO.OTING C ffy Frt ' REINF®'R�CING OR TUTrAL OF 3 T®P As .0 60 SQ IN BOTrT€OM; . _ , .#�4 TOTAL OF .� 3 �� � BOT�As - 0�60� ` 'SQ INS • . WEIGHT: FOOTING 3.85 K. SLAB AT FOOTING= . 0.58. ® - OVERBURDEN,@.120-PCF 0:00 . PERIMETER FOOTING AND SLAB ¢ TOTAL-'DEAD WEIGHT = T2 _9 . �. UPLIFT: SIDE 100% 133% GOVERNS + 2 LEFT 0 -6.96 '6.96 SOK RIGHT 0 0 0 OK.. , tl BEARING AREA - 12.8 .• 3 ;SQ. FT. INCREASE IN BEARING FOR WIDTH. 0% INCREASE IN BEARING FOR DEPTH = 10% 2 ALLOWABLE SOIL PRESSURE _ 1.10: KSF @100% 1.46 KSF @ 133% LOADS: SIDE' 100% 133% SP@ 100% SP @ 133%' 7 LEFT 7.5' 0.87 0.58 KSF- 0.07 KSF 0.00 RIGHT 0 0 KSF 0.00 KSF r RF • . - � it • 1 � ,. BENDING STRESSES IN CONCRETE AND REINFORCING: CANTILEVER FOOTING LENGTH = L12 = POSITIVE MOMENT = SP x W x L^2/2 = P = 0.10% K = 0.1429 fs = 5.2 KSI FS = fc = 74 PSI fc = HAIRPIN 2.75 FT 5.16 K -FT @ 100% J= 0.9524 / 20 1125 QK� NEGATIVE MOMENT DUE TO PERMITER FTG = 3.93 K -FT MOMENT DUE TO FOOTING WT = 2.65 K -FT TOTAL NEG. MOMENT = 6.58 K -FT P = 0.10% K = 0.1429 J = 0.9524 fs = 6.6 KSI FS = 20 fc = 94 PSI fc = 1125OK<� ANGLE AT TO SIDEWALL = 45 DEG TENSION TO SLAB: SIDE 100% 133% GOVERNS LEFT 2.14 2.82 2.14 RIGHT 0 0 0.00 REQ'D As = 0.15 SQ IN TOTAL = 0.08 SQ IN/LEG STEEL: #4 TOTAL OF 1 --> As = 0.20 EOK•';' REQ'D SPREAD FOR SLAB TO TIE FRAMES = 3.8 FEET TOTAL REQUIRED HAIRPIN LENGTH = 5.40 FEET RF3 ANCHOR BOLT STRENGTH.DESIGN CALCULATION PER UBC 1923.3 f Fc = 2500 PSI , LAMBDA= 1.0 (NORMAL WT CONCRETE), a. PHI = 0.65 { Fs = 60 KSI (A-307 BOLTS) u APPROXIMATE LOAD' FACTORS DEAD LOAD + LIVE LOAD FACTOR <= 1.7 X 2 =. 3.4 DEAD LOAD + WIND LOAD FACTOR <= .75 X 1.4 X 2 = 2:1 . ®IAMETER os INCHES ? FUARE�A =0442 SQ" INS(tUSE®#F®RMONCRE�TENGTH�),. R®OT�REA' 0 302 SQ IN (k a FOR STEEL�STRENG }' i `B®LTS� '2 ROWSOF��KK '2 5 B®LTS 4 TOTAL` _ EDGE ®IST ?., io , STEEL:- Ps = 16.3 K/ -BOLT = , PITCH 3 �NI !01 65.2 KIPS TOTAL i Vs= '13.6 K/BOLT= 54.4 CONCRETE: . As = 670.5 For edge distance- Embedment OK ✓r At = PITCH x GAGE = 16.0 SQ IN 1 PHI x Pc=. 63.1 KIPS '- LOADING COMBINATI PHI x Vc =, 11.5 KIPS/BOLT = 23.0 KIPS TOTAL < LEFT SIDE MAXIMUM AT 100% MAX TENSION = KIPS X LF = 0.00. OK� o. oo . I MAX SHEAR = 0.27. - KIPS X LF = 0.90 OK - '!! " COMBINED CONCRETE = 0.00. i COMBINED STEEL = 0.00 LEFT SIDE MAXIMUM AT 133% MAX TENSION = 6.96 KIPS X LF 14.62 g5OK. MAX SHEAR = 6.77 KIPS X LF = 14.22 ' COMBINED CONCRETE _ 0.67 ffgOrKCOMBINED STEEL-= 0:12 KE F BRACE BAY AT 1330%, �MAXTENSION = 6 7i -" MAX SHEAR = ' 4.04 :. KIPS X LF = KIPS X LF . 14':09 �OK� 8.48 �' = OK � COMBINED CONCRETE = ,; 0.29 OK - COMBINED STEEL = 0.07 OKE aj BRACE BAY AT 133% !' MAX TENSION = o. oo ' KIPS X LF = 0.00 O OK MAX SHEAR= 3.18 KIPS X LF = 6.68 i sl COMBINED CONCRETE = 0.13OK7_�` r COMBINED STEEL = • 0.02O�Y �/ 16 -Oct -03 01.44 PM R F4 Crandall Engineering 0.17 SHEET (7`� OF� P.O. BOX 124 -1.68 -0.50 MIDPINES, CA 95345 -0.46 .toe N0: oaf® 7 Z STEEL BUILDING FOUNDATION DESIGN - BRACE BAY REACTIONS 0.00 MANUFACTURER: BUTLER 2.00 BUILDING NO: D03-109095 -4.56 CLIENT: NVBS LOCATION: BUTTE CO REACTIONS FROM BUILDING MANUFACTURER ENDWALL COL H V 0.17 0.76 1.23 -1.68 -0.50 -3.32 -0.46 -0.40 0.00 0.00 4.00 2.00 2.00 1.00 4.29 -4.56 1.43 1 -0.40 REDUNDANCY/RELIABILTY FOR BB # BRACES = i. 00 BUILDING AREA= 1620 s.f OVERSTRENGTH FACTOR = 2.20 H V FACTORED E 3.15 1 -0.88 d BRACE ROD SIZE 0.50 " Diameter At = 0.13 SQ. IN. HORIZONTAL BRACE DISTANCE = 30 FT VERTICAL BRACE DISTANCE = 12 FT LENGTH= 32.31 MAX BRACE T =90% At Fy = 5.67 K H V BRACE H 5.26 -2.11 6 = 1.00 r max = 1.50 Use r = 1.50 GOVERNING BRACE BAY FORCES: MEH V 4.24 -4.56 3.15 -0.88 Crandall Engineering SHEET: 7 of P.O. BOX 124 BASE BEARING CAP: MIDPINES, CA 95345 JOB N0: STEEL BUILDING FOUNDATION DESIGN - POST & BEAM ENDWALL 0% PER FOOT IN EXCESS OF 1' MANUFACTURER BUTLER DEPTH INCREASE: BUILDING NO: D03-109095 CONCRETE: BUILDING GRID: LINE 1 KSI @ 28 DAYS CLIENT: NVBS 100% STRESS LEVEL LOCATION: BUTTE CO REINFORCING: REACTIONS FROM BUILDING MANUFACTURER KSI MATERIALS AND ALLOWABLE STRESSES: SOIL: BASE BEARING CAP: 1.0 KSF WIDTH INSCREASE: 0% PER FOOT IN EXCESS OF 1' DEPTH INCREASE: 20% PER FOOT IN EXCESS OF 1' CONCRETE: F'c = 2.5 KSI @ 28 DAYS 100% STRESS LEVEL KCF REINFORCING: Fs = 20 KSI DESIGN CONSTA N= 10 J= 0.9 ,.. (ASSUMED FOR APPROXIMATE MR CALCULATIONS) CORNER MAX: 1.01 4.05 0.00 0.00 0.00 0.00 MIN: 0.17 0.76 0.00 0.00 0.00 0.00 INTERIOR MAX: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MIN: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 133% STRESS LEVEL CORNER MAY.: 1.40 0.76 1.01 0.00 0.00 0.00 MIN: -2.74 -2.74 -0.89 0.00 0.00 0.00 INTERIOR MAX: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MIN: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MATERIALS AND ALLOWABLE STRESSES: SOIL: BASE BEARING CAP: 1.0 KSF WIDTH INSCREASE: 0% PER FOOT IN EXCESS OF 1' DEPTH INCREASE: 20% PER FOOT IN EXCESS OF 1' CONCRETE: F'c = 2.5 KSI @ 28 DAYS WT = 0.15 KCF REINFORCING: Fs = 20 KSI DESIGN CONSTA N= 10 J= 0.9 ,.. (ASSUMED FOR APPROXIMATE MR CALCULATIONS) SLAB: SLAB, THICKNESS: T= a INCHES SLAB REINFORCING` wwM SPACING - c IN. O.C. As = 0.028 SQ. IN. WEIGHT OF SLAB TO RESIST UPLIFT: SLAB Mr = 133% x Fs x As x T/2 x J/12 = 0.112 K- FT SLAB TI 0:050 KSF EFFECTIVE SLAB WIDTH = SQRT(2 x Mr/ WT) = 2.12 FT ' EFFECTIVE SLAB WEIGHT = WIDTH x Wt = 0.106 K /LF " !' S ENNDWALL FOOTING? g s � �`REINFORC NG c TOP` p'at TOTAL+OF,TOP�As - 0'20' SQ IN . ... BO.TfOM UPLIFT: COMBINED WEIGHT OF PERMITER AND SLAB TO RESIST UPLIFT:. FOOTING WT = Wf • 0.225 KLF SLAB WT = Ws = 0.106 • KLF,�t� �✓ TOTAL WT = Wf + W: 0.331 f ENDWALLMr= 133% xFsxTOPAsx(d-2")xj/12= 6.40 K-FT EFFECTIVE ENDWALL L =SQRT (2 x Mr / WT) _ 6.22 FT l� FOR 2-SIDES - TOTAL WT = 2 x L TOTAL WT = 4.12 K 100% 1 133% 1 GOVERNS CORNER 0.00 1 -2.741 2.74+zOK�+ V INTERIOR 0.00 0.00. 0.00* OK BEARING: SOIL PRESSURE ° 'INCREASE FOR WIDTH = 0% INCREASE FOR DEPTH = 0% ALLOWABLE _' 1.00 KSF @100% OR 1.33 KSF @ 133% . EFFECTIVE LENGTH OF FOOTING FROM POST BASE 100% STRESS LEVEL Mr = BOTTOM As x Fs x j x (D-3'')/12 = 4.50 K-FT " W = SP x B/12 = 1.00. KLF L= SQRT (2 x Mr / W) = 3.00 FT EACH SIDE MAX VERTICAL LOAD = 2 x L x W = 6.00 K" 133% STRESS LEVEL' Mr = 1.33 x BOTTOM As x Fs x j x (D-3" j/12 = 6.00 K-FT `'- W = 1.3333 x SP x B/12 = 1.33 KLF L = SORT (2 x Mr / W) = 3.00 FT EACH SIDE MAX VERTICAL LOAD = 2 x L x W= 8.00 K 100% 133% 1 GOVERNS CORNER 4.05 0.76 4.05OK ; INTERIOR 1 0.00 0 0.00 TIES TO SLAB Ir . I \ _ 100% 133% GOVERNS- H @ CORNERS 1.01 1.40 1:40 @ - 1330/6 FOR 90° CORNER BAR REQUIRED As — 0.053 SQ. IN. FOR k4 TOTAL OF i => As = 0.20 OKa h 100% 133% GOVERNS Z INTERIOR 0.00 0.00 0.00 @ 133% FOR 45° HAIRPIN REQUIRED As = 0.000 S IN. FOR p° TO L OF 1 -> As.— QK REQ'D SPREAD FOR SLAI STEEL 0.0 F TOTAL REQUIRED HAIRPI TH = FEET EW 2 j ANCHOR BOLT STRENGTH DESIGN CALCULATION PER UBC 1923.3 Fc = x'2500 PSI - _ 1.0 (NORMAL WT CONCRETE) = 0.65 Fs = 60 KSI (A-307 BOLTS) .APPROXIMATE LOAD FACTORS DEAD LOAD + LIVE LOAD FACTOR <= 1.7 X 2 = 3.4 DEAD LOAD + WIND LOAD FACTOR —.75 X 1.4 X 2.1 CORNER COLUMNS DIAMETER �"oR �s,I-EI RGHE eFULC�rAREA`0442 SQ(vIN�(USED�FOR�CONCRETE�STRENMG��T�H)6 ROQT AREA x0302 ' SQ IN (USED "moo � � . FOR STEELtSdTRENGTH)r.'"., NOrBOS'� R®WSpOF� `REMBEDMENTe � s �`EDGE�DIST, yk„ STEEL: Pss = 16.3 K /BOLT= ,,z BOLTS4 TOTAL p :INCHES � ,GAGE -. 4INCHES �pITCH-.' f 4- 65.2 KIPS TOTAL Vss = 13.6 K / BOLT = 54.4 CONCRETE: As = 305.1 SQ. IN. At = 16.0 PC= 28.3 "KIPS VC = 11.5 KIPS/BOLT = 46.0 KIPS TOTAL LOADING COMBINATIONS: 100% STRESS LEVEL MAX TENSION = o.00 KIPS X LF = 0 OK . C% MAX SHEAR 1.01 KIPS X LF = 3.43 OK COMBINED CONCRETE = '0.009 ; OK7 I COMBINED STEEL = 0.004 OKF„ - 133%!STRESS LEVEL MAX TENSION = " 2:?4 KIPS X LF = 5.754 OK / "MAX SHEAR . _ 2.74 KIPS X LF,= 9.32 " NOK`'' COMBINED CONCRETE = 0.127OK ' - COMBINED STEEL = 0.037 OK BRACE BAY #1 AT 133% MAX TENSION = -4 .56 KIPS X LF = -9.576 (Z)Ki ,•MAX SHEAR = 4.24 KIPS X LF = 8.90, ._0K•, - 'COMBINED CONCRETE = 0.234" OK ,r COMBINED STEEL= 0.048 M, OK BRACE BAY #2 AT 133% ;MAX TENSION = o.88 - KIPS X LF = 1.848 OK MAX SHEAR = 3.15 KIPS X LF = - 6.62. l COMBINED CONCRETE _ • 0.038 �OK O COMBINED STEEL =" 0.016. EW3 f .PLEASE CALL , . CAME TO SEE YOLI. 1NILL CALL AGAIN v RUSH` IMPORTA T MESSAGE i FOR + A.M. DATE TIME P.M. M OF PHONE v AREA CODE NUMBER EXTENSION TELEPHONED .PLEASE CALL , . CAME TO SEE YOLI. 1NILL CALL AGAIN WANTS TO SEE YOU RUSH` RETURNED YOUR CALL SPECIAL ATTENTION MESSAGE , I , I y i a� SIG LITHO IN TOPS FORM 3002S r' 3 3C CUSTOMER: Bruce Blanchard LOCATION: Chico, California BUILDER: North Valley Building Systems BUILDING SIZE UNIT 1: 27'0" x 60'0" x 12'2 1/2" BMC ORDER NO.: 109095 BUILDER ORDER NO: 3/1/1975 DESIGNER: Edward Valdez DATE: 10/13/2003 TABLE OF CONTENTS UNIT 1 DESIGN CRITERIA: D1 SPECIFICATIONS: 1 ROOF SECONDARIES: 5 WALL SECONDARIES: 15 ENDWALL STRUCTURALS: 19 LONGITUDINAL BRACING: 23 WALL PANEL: 25 ROOF PANEL: 26 FRAME DESIGN: F1 10, FRAME CONNECTIONS: S1 A• Mq, \cv"�,t,PR� W No. C64105 Exp- 6-30-07 C' BUTLER MANUFACTURING COMPANY BUTLER 7440 Doe Avenue, Visalia, CA 93291 or P.O. Box 1590, Visalia, CA 93279-1590 Tel / Fax # (559)-651-5300 / (559)-651-5370 Mr. Andy Wood October 13, 2003 North Valley Building Systems Bruce Blanchard #9 Three Sevens Lane, Suite 5 Chico, California Chico, CA 95973 27'0" x 60'0" x 12'2 1/21, Butler Order # 109095 Customer Order # 3/1/1975 TO WHOM IT MAY CONCERN: Please accept this letter as our Certification that the Butler components of the subject building are designed in accordance with the 1989 edition (ASD) of the AISC Specification for Structural Steel Buildings and the 1996 edition of the AISI Specification for the design of Cold -Formed Steel Members. The basic loads of the subject building will meet or exceed the County Climatic Data as published in the 2002 Edition of the MBMA Metal Building System Manual. These loads have been defined by the Builder in the order documents. • - The building is designed in accordance with the following governing code, structural loads, and design criteria: 1997 Edition of the Uniform Building Code Building Use Category Standard Occupancy Structure Dead Load 2.37psf +Frame Weight Roof Collateral Load 0 psf (No Description) Wind Speed 80 MPH County Ground Snow 0 psf Roof Snow Load 0 psf Snow Exposure General Terrain Roof Live Load 12 - 20 psf Section 1604 Wind Exposure C Seismic Zone 3 Soil Profile Type Assumed Sd Basic Structural/Seismic Resistant System = Ordinary Moment -Resisting Frame (OMRF), Steel Basic Structural/Seismic Resistant System = Ordinary Braced Frame, Steel Response Modification Factor R = 4.5 for Ordinary Moment -Resisting Frame (OMRF), Steel Response Modification Factor R = 5.6 for Ordinary Braced Frame, Steel Seismic Force Amplication Factor Omega = 2.8 for Ordinary Moment -Resisting Frame (OMRF), Steel Seismic Force Amplication Factor Omega = 2.2 for Ordinary Braced Frame, Steel Analysis Procedure Section 1630.2, 1997 Edition of the Uniform Building Code Load combinations are in accordance with the governing code.. These Butler components, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the above loading requirements. The design of this building for wind load assumes that doors not supplied by Butler are designed to sustain the same wind pressures and suctions as the walls in which they are installed. This certification does not cover field modifications or design of material not furnished by Butler Manufacturing Company. The design and fabrication of this building was/will be performed and produced in one or more of Butler Manufacturing Company's facilities located in Annville, PA, Birmingham, AL, Burlington, ONT, Galesburg, IL, Kansas City, MO, Laurinburg, NC, San Marcos, TX and Visalia, CA. All listed facilities are Category MB certified by the American Institute of Steel Construction: Sincerely, Richard A. Maddox, P.E. Lead Engineer cc: Edward Valdez Order File LN'i•E: 10/10/03 D E 3 I G N C R I T E R I A R E P O R T PD120ODDC TIME: 01:25 PM PAGE 1 ----------- ORDER # 109095 BUILDER - NORTH --------------------------- VALLEY BUILDING S --------------- BLDR ORDER -------------- # 03-75 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Implementati COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 27' 0" 0/32 X 60' 0" '0/32 X 12' 2" 16/32 20 PSF 80 MPH UBC 97 1.000:12 (COLUMN SHAPE) (COLUMN KNEE) (COLUMN OFFSET) (GIRT DEPTH) Fy = ------LSW_-TAPERED RSW: TAPERED LSW: HORIZONTAL RSW:.HORIZONTAL -------------.--------------------------------------------------------------------- LSW: 8" RSW: 8" LSW: 8" RSW: 8" --------------------------------------------------------------------- 1. DESIGN SPECIFICATIONS 1.1 All structural mill sections or welded -up plate sections are designed in accordance with the 1989 edition of the AISC SPECIFICATION FOR THE DESIGN,,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 1.2 All cold -formed structural members are designed in accordance with the 1986 edition bf the AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. 1.3. All welding shall be done in accordance with the AMERICAN WELDING;SOCIETY CODE FOR BUILDING CONSTRUCTION. 2. MATERIAL SPECIFICATIONS (Minimum Fy and Fu in ksi) Built-up Sections matl <=1" thick and <=12" wide .. Fy = 55. Built-up Sections matl >1" thick or >12" wide .. Fy = 50. Wide flange Sections (unless noted) ............... Fy = 36. Cold -formed Members up to .120 thickness Fy = 60. over .120 thickness .......... Fy = 55. Galvanized Material .......... Fy = 42. Brace Rods up to 3/4" diameter Fu = 80. over 3/4" diameter .................... Fu = 70. Roof Cover BRII 28 Gage ................... Fy = 80. Wall Cover BRII 26 Gage ................... --------------------------------------------------------------------- Fy = 50. --------------------------------------------------------- 3. SPECIFIED DESIGN LOADS AND BUILDING CODE 3.1 BUILDING CODE: The 1997 edition of the "Uniform Building Code" by the International Conference of Building Officials (ICBG). 3.2 DESIGN LOADS Terrain Cat/Wind Exp C Dead Load 2.2 + Frame Weight Roof Live Load 20 psf Exposure of Roof Partial Exposed Rf Thermal Condition Normal Collateral Load 0 psf Wind Speed 80 mph Seismic Zone 3 Snow Importance Factor 1.000 Wind Importance Factor 1.000 Seismic Importance Factor 1.000 Min County Ground Snow 0 psf Building Use Category 4 (GENERAL USE) DATE: 10/10/03 D E S I G N C R I T E R I A R E P O R T TIME: 01:25 PM PD1200DDC ------------------------------------------------------------------------------------------------------ PAGE 2 ORDER # 109095. BUILDER - NORTH VALLEY BUILDINGS - BLDR ORDER # 03-75 1BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Implementati COMPLEX - NO (TYPE) (WIDTH) , (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 27' 0" 0/32 X 60' 0" 0/32 X 12' 2" 16/32 20 PSF 80 MPH UBC (COLUMN SHAPE) (COLUMN KNEE) (COLUMN OFFSET). (GIRT DEPTH) 97 1.000:12 ------LSW: TAPERED RSW: TAPERED LSW: HORIZONTAL RSW: HORIZONTAL ----------------------------------------------------------------------------- LSW: 8" RSW: 8" LSW: 8" RSW: 8" ------------------------------------ ACTUAL DESIGN LOADS ----------------------------------------------------------- LIVE LOAD INTERMEDIATE FRAME ENDWALL STRUCTURALS ROOF STRUCTURALS 25.0 psf FRAMES: 1. 20.0 psf-FEW' 20.0 psf BAYS: 1, 2 20.0 psf REW COLLATERAL LOAD INTERMEDIATE FRAME none WIND SPEED INTERMEDIATE FRAME 80.00 mph FRAMES:.1 ENDWALL STRUCTURALS ROOF STRUCTURALS none ;none ENDWALL SIDEWALL STRUCTURALS STRUCTURALS BRACING 80.00 mph FEW 80.00 mph RSW 80 mph 80.00 mph REW 80.00 mph LSW ROOF STRUCTURALS 80.00 mph BAYS: 1, 2 WIND COEFFICIENT (* INDICATES OVERRIDE) PRESSURE SUCTION UPLIFT All girts 0.900 -0.900 Roof Structurals -1.000 Bracing 0.800 -0.500, ---------------------------------------------------------------- DATE: 10/10/03 I D E S I G N D A T A R E P O R T TIME: 01:25 PM GLOBAL DATA DESIGN SPECIFICATIONS PD120ODSN -- -------0_00-01 ------------------------------------ PAGE 1 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 -LRF BLDR ORDER # 03-75 BLDR _ __ ACCOUNT # 20-0_4_-_0_0_7__-9_0__ COMPLEX - NO (TYPE) (WIDTH) (LENGTH) PROJ NAME - (HEIGHT) Bruce Blanchard ENGR GRP. - Implementati UNIT # 1 BLDG DESCRIPTION--LRF-------27' 0" 0/32'X 60' 0" 0/32 X 12' 2" I (LIVE) (WIND) 16/32 20 (CODE/YEAR) (SLOPE) ----------------------- ----------------------------------------------I- PSF 80 MPH UBC 97 1.000:12 1 DESCRIPTION 1.1 GENERAL The primary structural system consists of rigid frames designed as clear span'or with interior columns as a modular rigid frame. The end frames consist of H -Section beams and H or C Section posts arranged as described below. Purlins and eave struts spanning between the frames support the roof panels. The wall panels span from the base to the eave and may be supported at the intermediate points by girts spanning between the frames.; 1.2 RIGID FRAMES The rigid frames consist of tapered. or straight welded -up plate section exterior columns and roof beams with bolted splices. For modular frames, interior columns are straight sections. The minimum yield of the steel used for flanges and webs is 55 ksi. 1.3 END FRAMES Endwall framing has two options: (1) H -Section roof beams and Light gage "C" Section posts or H -Section posts designed as a pinned frame. Lateral support is provided by cross bracing in the plane of the endwall or in the roof. Endwall roof beams and H -Section posts .are welded members; using 55 ksi steel for flanges and webs. "C" Section posts may be single or double 12" members fabricated from 60 ksi minimum yield material. (2) H -Section roof, beams and posts designed as a modular rigid frame. Lateral support is provided by frame action and bracing in the plane of the endwall where required. The minimum yield of the steel used for flanges and webs is 55 ksi. 1.4 SECONDARY FRAMING The secondary framing consists ofurlins p gists, and have struts cold -formed from 60 ksi minimum yield material. Purlins and gists are Z-shaped members and have struts are C-shaped. 2 DESIGN SPECIFICATIONS All structural mill sections or welded -up plate sections are designed in accordance with the AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. All cold -formed structural members are designed in accordance with the AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. DATE: 10/10/03 D E S I G N D A T A R E P O R T TIME: 01:25 PM 0-00-01 CLODAL DATA LRF PD1200DSN --------- -------------------------------------- PAGE 2 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BLDR CONTACT - Andy Wood BLDR PHONE -DESIGN ------ - -- BLDR ORDER -SPECIFICATIONS -------------------------------------------- # 03=75 BLDR ACCOUNT # 20-04-007-90 COMPLEX - NO # 530-345-7296 (TYPE) (WIDTH) I (LENGTH) PROJ NAME -Bruce Blanchard ENGR GRP - Implementati UNIT # 1 BLDG DESCRIPTION LRF27' 0" 0/32 X 60' 0" (HEIGHT) 0/32 X 12' (LIVE) (WIND) (CODE/YEAR) (SLOPE) ----- 2" 16/32 20 PSF 80 MPH UBC 97 1.000:12 METHOD OF ANALYSIS 3.1 RIGID FRAMES The rigid frame is designed using the stiffness analysis method. The frame is designed with pinned connections at the column bases. Modular frames with interior columns are designed with pinned connections at the column top. The indeterminate reaction analysis for this frame uses the energy method considering bending only. To account for the changing sections of the frame, summations are obtained by dividing the frame into a number of individual sections and adding the frame coefficients of these sections. 3.2 ENDWALL FRAMING Endwall framing has two options. Option 1 is a Pinned Endwall consisting of H -Section roofbeams designed as simple or continuous supported by endwall posts designed as pinned end members. Option 2 is a Rigid Endwall consisting of H -Section roof beams and posts designed as modular rigid frames with or without endwall bracing.g of 3.2.1 Pinned Endwall Option 3.2.1.1 Endwall Posts Endwall poste will be designed as pinned end members (simple span) to resist the moment and shear caused by wind load from the tributary wall area and the axial load caused by the vertical forces (dead load, live load, uplift) from the tributary roof area. All roof and wall loads will be considered uniformly distributed. Endwall posts will; be assumed to be loaded through the shear center. The posts will be considered adequately braced against torsional- flexuraly buckling by the panels and girts. Girt locations will be considered inner and outer flange brace points. Moments and forces will be determined in accordance with the above specifications and procedures. 3.2.1.2 Endwall Roof Beams Endwall roof beams will be designed as simple span or continuous members depending on post arrangement. Eave connections will be considered to provide pinned end support as will the ridge connection when a post is situated under the ridge. The roof beams will be designed to resist the shear and moment caused by the dead load, live load, and wind uplift applied to the tributary roof area. The endwall panel weight (1.1 psf x eave height) will be deducted from the applied uplift load. Purlins will brace the top flange and flange braces will brace the bottom flange of roof beams. Allowable moment capacity will be computed in accordance with the AISI Specification. Moments and forces will be determined in accordance with the above specifications and procedures. 2.2 Rigid Endwall Option The rigid frame endwall consists of straight welded -up plate section corner columns, endwall posts, and roof beams with bolted splices. The minimum yield of the steel used for flanges and webs is 55 ksi. Endwall posts are -designed as pinned end members (simple span) to resist the moment and shear caused by the wind load on the endwall and axial load caused by the .vertical forces from the roof. Some frames will also be designed with rod bracing attached at the base and top of the endwall post to act in conjunction with the rigid frame action of the frame to resist the force caused by the wind load on the sidewalls. DATE: 10/10/03 D E S I G N D A T A R E P O R T TIME: 01:25 PM 0-00-01 GLOBAL DATA ------------------------------------------- LRF DESIGN SPECIFICATIONS PD120ODSN PAGE 3 ORDER # 109095 BUILDER - NORTH BLDR CONTACT - Andy Wood - VALLEY BUILDING S BLDR ---------- - - - - -- BLDR ORDER # 03-75 BLDR _ ACCOUNT # 20-04-007=90 COMPLEX - NO • (TYPE) PHONE # 530-345-7296 (WIDTH) (LENGTH) PROJ.NAME - Bruce Blanchard ENGR GRP - Implementati UNIT # 1 BLDG DESCRIPTION LRF 0" 0/32 X 60' 0" (HEIGHT) 0/32 X 12' 2" (LIVE) (WIND) 16/32 20 (CODE/YEAR) (SLOPE) -------27' ------------------------------------------------------------------------------------------- PSF 80 MPH UBC. 97 1.000:12 .3.3 SECONDARY FRAMING! 3.3.1 Purlins, Eave Struts, And Girts Purlins and girts may be designed as simple span or continuous beams. Eave struts are designed as simple span beams. All members are designed using .the stiffness analysis method. The purlins and eave struts are designed for the shear�,and moment caused by live load or uplift on the tributary roof area and the axial load caused by wind on the tributary endwall area. The girt,s are designed for the shear and moment caused by wind pressure or suction applied to 'the tributary wall area. All loads are assumed uniformly distributed, but tapered and concentrated loads can be input and considered in the design. The section is optimized for either allowable forces, moments, or live load deflection in accordance with the above listed specifications and procedures. 3.3.2 Roof Panels - Panels will be designed as continuous span members. All live or snow loads and wind pressure or suction are assumed uniformly distributed. 3.3.3 Wall Panels Panels will be designed as simple span (no girts) or continuous span (with girts) members. The, panels will be designed assuming a uniformly distributed wind pressure or suction. Maximum panel spans will be developed in accordance with the above specifications and procedures. 3.4 WIND BRACING The standard wind bracing is provided by using brace rods. Alternate wall bracing can be provided by using portal frames, wind posts, or panel diaphragms. Brace rods will be designed as tension members in accordance with the applicable provisions of RISC. Rods 0.75 inch in diameter and less will have a minimum 80 ksi ultimate tensile strength. Rods larger than 0.75 inch in diameter will have a minimum 70 ksi ultimate tensile strength. Bracing design based on panel diaphragm action will require a lineal footage of full height panels determined by eave height and wind loading. DATE: 10/10/03 D E S I G N D A T A R E P O R T PD1200DSN TIME:•01:25 PM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE 4 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-75 BLDR ACCOUNT # 20-04-007-.90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Brucie Blanchard ENGR GRP - Implemeritati COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION--LRF-------27' ---------------------------- 0" 0/32 X 60' 0" --------------------------------------------:--------------------------------------------- 0/32 X 12' 2" 16/32'. 20 PSF 80 MPH UBC 97 1.000:12 3.4.1 Roof And Sidewall Bracing The standard wind bracing to be provided in all buildings is,a parallel chord•. Pratt truss in the roof and "X" diagonal rod members in the wall. The rod loads are computed by summing the windward. and leeward endwall post reactions which act between the ridge of the building and the strut whose load the brace rod is transferring down the roof. If more than one braced bay exists, it is assumed that the accumulated wind load ,is distributed equally to each braced bay. Hence the sum computed above is divided by the number of braced bays. The rod load is determined by dividing the strut load by the cosine of the angle between the strut and the brace rod. The braced bay sidewall reactions are the horizontal and vertical resolution of the.load in the sidewall rods. 3.4.2 Endwall Bracing The endwall bracing for the Pinned Endwall will be designed as the lateral support system of the frame. Endwall bracing for the Rigid Endwall will .be designed to act in conjunction with the rigid frame action of the frame to resist the forces caused by the wind load on the sidewalls. DATE: TIME: 10/10/03 01:25 PM --------------------------- D E S I G N 1-02-01 ROOF STRUCTURALS -----------------LEFT D A T A R E P O R T SIDEWALL EAVE STRUTS PD120ODSN PAGE 5 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 COMPLEX - NO (TYPE) (WIDTH) (LENGTH) UNIT # 1 BLDG DESCRIPTION LRF 27' 0" -0/32 X 60, 0" --------------- BLDR ORDER PROJ NAME (HEIGHT) 0/32 X 12' 2" --------------------------------------------------------------- # 03-75 BLDR ACCOUNT # 20-04-007-90 --Bruce-Blanchard ENGR GRP Im lemeritati (LIVE) (WIND) (CODE/YEAR) (SLOPE) 16/32 20 PSF 80 MPH UBC 97 1.000:12 SPANS AND UNIFORM LOADS( FTS& PSF) +---------------------------------------------------------- BAY SPAN LOAD v UNIFORM LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT +----------------------------------------------------------+ 1 29.50 1.99 1.2 0.0 20.0 '0.0 0.0 2 29.50 1.99 1.2 0.0 20.0 0.0 0.0 NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. I EAVE STRUT BRACE LOCATIONS +------------------------------------=-------------- ' -----------------------------------'- BAY LOCATION/ NUMBER POSITION +--------------------------------------------------------------------------------------------------------------- 1 NO BRACES FOR THIS BAY 2 NO BRACES FOR THIS BAY NOTES: EAVE STRUT BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL I LOAD COMBINATIONS END FORCES LENGTH DEPTH +------------------------------+-------------7-------------------- MINTHK• FY FLG FRONT EW REAR EW -+ SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN -K) +------------------------------+--------------7----------------- (IN) (IN) 1 DL + LL -0.02 0.06 -0.02 -0.06 2 DL + WL (-S) 0.00 0.00 0.00 0.00 SECTION PROPERTIES (ACTUAL FURNISHED PART) + -------------;-------------------------------------- BAY PART, LENGTH DEPTH THICK MINTHK• FY FLG RAD LIP AREA -+ NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) IX (IN**4) IY (IN**4) +------- --------------------'-----•----------------------------------------- 1 0540515 .359-4 X9.50 0.094 0.062 60.00 3.50 0.31 1.13 1.67 2 0540515 359-4 9.50 0.094 0.062 60.00 3.50 0.31 1.13 1.67 22.89 22.89 2.79---- 2.79 NOTES: MINTHK,= MINIMUM DESIGN THICKNESS A DATE: 10/10/03 D E S I G N D A T A R E P O R T TIME: 0]:25 PM 1-02-01 ROOF STRUCTURALS LEFT ----------------------------------------------------------=------------- SIDEWALL EAVE STRUTS PD120ODSN PAGE 6 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER ------------------------P-------- # 03-75 BLDR ACCOUNT # 20-04- --007-90- BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard _ENGR GRP - Im lementati COMPLEX - NO UNIT # 1 BLDG (TYPE) (WIDTH) (LENGTH) (HEIGHT) DESCRIPTION--LRF-------27'- (LIVE) (WIND) (CODE/YEAR) (SLOPE) --------------------------=- 0" 0/32 X 60' 0" 0/32 X 12' 2" --------------------------------------------------------------------------------- 16/32 20 PSF 80 MPH UBC 97 1.000:12 ------ DESIGN DATA SUMMARY +-------------------------=----------------=------------------------------------------------ BAY *********** SHEAR *********** *********** COMBINED AXIAL "& BENDING ********** * COMBINED SHEAR & BENDING ** NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC STRUT LOAD +-------------- ------------------ -------------------------------------------------- LD ACT ALLOW 1 0.0 0.7 8.0 0.068 1 14.7 62.4 152.9 0.00 31.60 0.408 ------------------------------------------------+ 1 14.7 0.1 62.4 2 29.5 -0.7 8.0 0.088 1 14.7 62.4 152.9 0.00 31.60 0.408 0.167 1- 14.7 -0.1 62.4 1 1.2 40.0 0.167 1 3.0 40.0 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE'(KIPS) IN THE ABSENCE OF MOMENT CSRB =COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION. ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 10/10/03 D E S I G N D A T A R E P O R T THICK TIME: 01:25 PM 1-02-01 ROOF STRUCTURALS RIGHT SIDEWALL EAVE STRUTS PD1200DSN --------------------------------------------------------- ----PART +NUMBER PAGE 7 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BLDR CONTACT - Andy Wood BLDR -------------------------------------------------AAAA-- BLDR ORDER # 03-75 BLDR ACCOUNT # 20-04-007-90 COMPLEX - NO , PHONE # 530-345-7296 (TYPE) (WIDTH) (LENGTH) PROJ NAME - Bruce Blanchard ENGR GRP - Implementati UNIT # 1 BLDG DESCRIPTION LRF0" 0/32 X 60' 0" (HEIGHT) 0/32 X 12' (LIVE) (WIND) (CODE/YEAR) (SLOPE) -----------------AAAA-- ---------27' ---AAAA------------------------------------------------------------------------------------ 2",16/32 20 PSF 80 MPH UBC 97 1.000:12 SPANS AND UNIFORM LOADS( FT a PSF) ------------ -----AAAAAAAA-+ 2 +---------------------------,-------------------------------+ 359-4 9..50 0.094 0.062 BAY SPAN LOAD UNIFORM LOADS 0.31 1.13 1.67 1.67 NUMBER WIDTH DL CLL LL ' WPRESS WSUCT ------------------------------------------------------------ 1 29.50 1.99 1.2 0.0 20.0 0.0 0.0 22.89 2.79 NOTES: MINTHK = 2 29.50 1.99 1.2 0.0 20.0 0.0 0.0 NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. EAVE STRUT BRACE LOCATIONS +------------------------------------------- --------------------------------------------------------------------- BAY LOCATION/ + NUMBER POSITION +------------:---------------------------------------------- - -'---------------------------------------------------+ 1 NO BRACES FOR THIS BAY 2 NO BRACES FOR THIS BAY NOTES: EAVE STRUT BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +----------------------- • -------+----------------------=-------------AAAA-+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +-----------------------------+-------------------------------AAAA-- + 1 DL + LL -0.02 0.06 -0.02 -0.06 2 DL WL; (S) 0.00 0.00 0.00 0.00 SECTION PROPERTIES (ACTUAL FURNISHED PART) ------------- =-------------=--------------- BAY--------AREA-----------------------+ LENGTH DEPTH THICK MINTHK ;FY FLG RAD LIP ----PART +NUMBER NUMBER (IN) ----- (IN) -------- (IN) --------- (IN) -----(KSI) -- ---------- (IN) (IN) (IN) AREA (IN**2) IX IY (IN**4) (IN**4) 0540515 359-4 9.50 0.094 0.062 60.00 -------- 3.50 -------- 0.31 ---- 1.13 ------------ -----AAAAAAAA-+ 2 0540515 359-4 9..50 0.094 0.062 60.00 3.50 0.31 1.13 1.67 1.67 22.89 2.79 22.89 2.79 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 10/10/03 D E S I G N D A T A R E P O R T TIME: 01:25 PM ROOF STRUCTURALS RIGHT SIDEWALL EAVE STRUTS. PD1200DSN ----------------------1_02_01 PAGE 8 ORDER # 109095 BLDR CONTACT - ----------------- BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-75 Andy Wood BLDR BLDR ACCOUNT # 20-04-007-90 COMPLEX - NO PHONE # 530-345-7296 PROJ NAME'- Bruce Blanchard (TYPE) (WIDTH) (LENGTH) ENGR GRP Im lementati (HEIGHT) (LIVE) UNIT # 1 BLDG DESCRIPTION 0" 0/32 X 60' 0" 0/32 X 12' (WIND) (CODE/YEAR) (SLOPE) -LRF-------27' 2" 16/32 20 PSF ----------------------------------------------------------------- 80 MPH UBC 97 1.000:12 DESIGN DATA SUMMARY +-------------------------------------------------------------------- AY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** * COMBINED SHEAR & BENDING ** NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC STRUT LOAD +------------- -------------------------------------------------------- CSRC LD ACT ALLOW 0.0 -------------------------------------------- 0.7 8.0 0.088 1 14.7 62.4 152.9 0.00 31.60 0.408 1 14.7 0.1 ---------=--.-----+ 62.4 2 29.5 -0.7 8.0 ' 0.088 1 14.7 62.4 152.9 0.00 31.60 0.408 1 14.7 -0.1 0.167 62.4 1 0.7 40.0 0.167 1 0.7; 40.0 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC LD = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 10/10/03 D E S I G N D A T A R E P O R T +------------------------------------------------------------+ TIME: 01:25 ROOF STRUCTURALS SLOPE PURLINS PD1200DSN -PM ----------------------1_02_01 ---------------------------- WIDTH DL CLL LL PAUE y ORDER # 109095 BUILDER BLDR CONTACT - Andy Wood - NORTH VALLEY BUILDING S BLDR -------LEFT -------------------- ---------------------------------- BLDR ORDER # 03-75 BLDR ACCOUNT # 20-04-007-90 COMPLEX - NO PHONE # (TYPE) (WIDTH) 530-345-7296 (LENGTH) PROJ NAME - Bruce Blanchard ENGR GRP - Implementati UNIT # 1 BLDG DESCRIPTION LRF 01'' 0/32 X 60' 0" (HEIGHT) (LIVE) 0/32 X 12' 2" 16/32 20 (WIND) (CODE/YEAR) (SLOPE) 0.14 ----27' 2 DL + WL PSF 80 MPH UBC 97 1.000:12 SPANS AND UNIFORM LOADS (FT & PSF) +--------------------------------------------------------------------------------- BAY SPAN LOAD UNIFORM LOADS LAP NUMBER WIDTH DL CLL LL WPRESS WSUCT LEFT' PURLIN RIGHT TYPE +---------------------------------------------------------------------------- 1 29.50 4.49 1.2 0.0 20.0 0.0 17.3 3.00 CONTINUOUS 2 29.50 4.49 1.2 0.0 20.0 0.0 17.3 3.00 CONTINUOUS NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. PERIMETER LOADS (FT & PSF) • +------------------------------------------------------------+ BAY SPAN LOAD PERIMETER LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT +------------------------------------------------------------+ SHEAR 1 29.50 4.49 1.2 0.0 20.0 0.0 18.7 2 29.50. 4.49 1,.2 0.0 20.0 0.0 18.7 PURLIN BRACE LOCATIONS +---------------------------------------------- ---------------------------+ Y LOCATION/ • NUMBER POSITION +-------------------------------------------------------------- ------------------------=------------------------+ 1 NO BRACES FOR THIS BAY i 2 NO BRACES FOR THIS BAY NOTES: PURLIN BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES • +------------------------------+-------------- FRONT EW REAR EW SHEAR MOMENT i SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN -K) +------------------------------+------------------------ 1 DL + LL -0.04 0.14 - 0.04 -0.14 2 DL + WL (S) 0.03 -0.10 0.03 0.10 DATE: 10/10/03 D E S I G N D A T A R E P O R T MINTHK TIME: --------------------------------=----------------------'----------------------------------------------------------------------------- 01:25 PM 1-02-01 ROOF STRUCTURALS LEFT SLOPE PURLINS PD120ODSN PAGE 10 ORDER BLDR # 109095 BUILDER - NORTH VALLEY BUILDINGS CONTACT - Andy Wood BLDR ORDER # 03-75 BLDR ACCOUNT # 20-04-007-90 (KSI) (IN) BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Implementati COMPLEX UNIT - NO I (TYPE) # 1 BLDG (WIDTH) '(LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 0.064 DESCRIPTION--LRF-------27'--0"--0/32 X 60' 0" ---------------------------- 0/32 X 12' 2" --------------------------------------------------- 16/32 20 PSF 80 MPH UBC 97 1.000:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) ----------------------- ------------------ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX NUMBER +------- NUMBER ------------- (IN) -------- (IN) ------------ (IN) ---'--(IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) IY (IN**4) 1 0530934 395-4 9.50 0.067 0.064 ----------------------------------------------------------- 160.00 2.75 0.25 1.06 1.12 15.00 2.20 2 0530934 395-4 . 9.50 0.067 0.064 60.00 2.75 0.25 1.06 1.12 15.00 2.20 NOTES: MINTHK = MINIMUM DESIGN THICKNESS i DESIGN DATA SUMMARY +-------------------------------------------- --------------------------------------------------------- ------------------------------- BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** ** COMBINED SHEAR & BENDING ** STRUT LOAD NUM ------------- XV ACTV ALLV, CSRV--LD---XM-----ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +- ------------------ 1 26.5 -1.52.8. 0.538 1 11.8 72.7 94.0 0.00 12.20 0.773 1 26.5' -1.5 -67.8 0.810 1 2.0 2 3.0 1.5 2.8 0.538 1 17.7 72.7 94.0 , 0.00 .12.20 0.773 1 . 3.0 1.5 -67.8 0.810 1 2.0 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) i ALLA. = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC. = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 10/10/03 D E S I G N D A T A R E P O R T PD1200DSN TIME: 01:25 PM 1.-02-01,ROOF STRUCTURALS LEFT SLOPE PURLINS -----------------------------=----------------- PAGE 11 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-75BLDR ACCOUNT # 20-04-007-90 -- BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME- Bruce Blanchard ENGR GRP - Implementati COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF -------27'- 0" 0/32 X 60' 0" 0/32 X 12' 2" 16/32 20 PSF 80 MPH UBC 97 1.000:12 --------------------------------------------------------------------- DESIGN DATA SUMMARY - WEB CRIPPLING " +------------------------------------------------------------------------------ + BAY START **** WEB CRIPPLING **** ***** COMBINED CRIPPLING a BENDING ***** NUM END . ACTP ALLP CSRC LD ACTM ALLM ACTP ALLP CSRBC LD +--------------------------7---------------------------------------------- ------------+ 1 S 1.1 CLIP 1 0.0 94.0 1.10 CLIP 1 1 E 3.6 CLIP 1 -128.0 188.0 3.60 CLIP 1; 2 S 3.6 CLIP 1 -128.0 188.0 3.60 CLIP 1 2 E -1.1 CLIP 1 0.0 94.0 -1.10 CLIP 1 NOTES:, ACTP = ACTUAL WEB.CRIPPLING LOAD (KIPS) ALLP = ALLOWABLE WEB CRIPPLING LOAD (KIPS) CSRC = COMBINED STRESS RATIO - WEB CRIPPLING•(* INDICATES OVERSTRESS CONDITION) CSRBC COMBINED STRESS RATIO - BENDING AND WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) DATE: 10/10/03 D E S I G N D A T A R E P O R T TIME- 01:25 PM 1-02-01 ROOF STRUCTURALS RIGHT SLOPE PD120ODSN PURLINS ----------------------------- =---- -------------------- ' PAGE 12 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BLDR CONTACT - Andy Wood ---------------------------------------------------------- BLDR ORDER # 03-75 BLDR ACCOUNT # 20-04-007-90 COMPLEX - NO BLDR PHONE # (TYPE) (WIDTH) - 530-345-7296 PROJ NAME - Bruce (LENGTH) Blanchard ENGR GRP - Implementati UNIT # 1 BLDG DESCRIPTION LRF " 0 0/32 X 60' (HEIGHT)(LIVE) 0" 0/32 X 12' (WIND) (CODE/YEAR) (SLOPE) ---------------------------------- ------27' ----------------------------------------------I- 2" 16/321 20 PSF. 80 MPH UBC 97 1.000:12 SPANS AND UNIFORM LOADS (FT;& PSF) +------------------------------------------------------------------ BAY SPAN, LOAD UNIFORM LOADS LAP PURLIN NUMBER WIDTH DL CLL LL WPRESS ,WSUCT LEFT RIGHT TYPE +------------:----------- 1 29.50 4.49 1.'2 0.0 20.0 0.0 17.3 3.00 CONTINUOUS' 2 29.50, 4.49 1.2 0.0 20.0 0.0 17.3 3.00 CONTINUOUS, NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. PERIMETER LOADS (FT & PSF)- +-----------------------------------------=- I BAY SPAN LOAD PERIMETER LOADS NUMBER WIDTH DL, CLL LL WPRESS WSUCT ----------------------------------------------------- + ; + 1 29.50 4.49 1.2 0.0 20.0 0.0 18.7 2 29.50 4.49 1.2 0.0 20:0 0.0 18.7 PURLIN BRACE LOCATIONS BAY LOCATION/ NUMBER POSITION ----,-----------------------+ 1 NO BRACES FOR THIS BAY , 2 NO BRACES FOR THIS BAY NOTES: PURLIN BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS, END FORCES C +------------------------------+-----------------------=----------------- FRONT EW REAR EW NO DESCRIPTION SHEAR MOMENT SHEAR MOMENT (K) (IN -K) (K) (IN -K) +--------------'----------------+---=------------------------------------ + 1 DL + LL -0.04 0.14 -0.04 -0.14 2 DL + WL (S) 0.03 -0.10 0.03 0.10 DATE: 10/10/03 01:25 PM -------------=---------------------------------------- D !E S I G N 1-02-01 ROOF STRUCTURALS ---- D A T A R E P RIGHTSLOPE O R T' PURLINS PDi2TIME: PAGE '13 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BOMPLEXLDR NTACTT - Andy Wood BLDR PHONE # i530=345-7296 (TYPE) (WIDTH) (LENGTH) UNIT # 1 BLDG DESCRIPTION--LRF-------27' 0" 0/32 ,X 60' 0" ----------------=------ -------------------------------------------' BLDR ORDER PROJ NAME'- (HEIGHT) 0/32 X 12' 2" ----- ----------------------=---------------------- # 03-75 Bruce Blanchard I (LIVE) 16/32 20. PSF --------------------------------- BLDR ACCOUNT # 20-04-007-90 ENGR GRP - Implementati (WIND) (CODE/YEAR) (SLOPE) 80 MPH UBC 97. 1.000:12 ------------ SECTION PROPERTIES (ACTUAL'FURNISHED PART) + ---------------------------------------------------- BAY PART LENGTH ` DEPTH THICK MINTHK FY FLG RAD LIP AREA NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) IX (IN**4) IY (IN**4) +------- ------ ------- -------- ------------------ ALLV = ALLOWABLE SHEAR (KIPS) CSRV 1 0530934 .395-4 9.50 0.067 0.064 1!60.00 2.75 0.25 1.06 1.12 ALLM = ALLOWABLE MOMENT (IN -KIPS)' 2 0530934 395-4 9.50 0.067 0.064 60.00 2.75 0.25 1.06. 1.12 .15.00 15.00 2.20 2.20 NOTES: MINTHK = MINIMUM DESIGN THICKNESS ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION DESIGN DATA SUMMARY , +------------------------------------------------- BAY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I--------------------------------------------- *********** SHEAR'*********** *********** COMBINED AXIAL & BENDING ********** ** NUM XV COMBINED ACTV ALLV CSRV LDALLM ACTA ALLA CSRB SHEAR & BENDING ** STRUT LOAD --XM-----ACTM LD XC ACTVC +------------------------------------------------------------ ACTMC CSRC LD ACT ALLOW 1 26.5 -1.5 2.8 0.538 1 11.8 72.7 94.0 0:00 12.20 0.773 1 26.5 -1.5 __ ________ -67.8 2 3.0 1.5 2.8 0.538 1 17.7 72.7 94.0 0.00 12.20 0.773 1 3.0 1.5 0.810 1 2.0 -67.8 0.810 1 2,0 NOTES: XV = DISTANCE (FEET) FROM'LEFT SUPPORT TO POINT OF CRITICAL SHEAR j ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS)' ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC LD = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ' ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND i DATE: 1.0/10/03 D E S I G N D A T A R E P O R T TIME: 01:25 PM ROOF STRUCTURALS SLOPE PURLINS PD1200D$N -----1_02-01 ----------- ---------------------------- PAGE 14 ORDER # 109095 BLDR CONTACT - Andy BUILDER - NORTH VALLEY BUILDING S Wood BLDR ---------RIGHT --------------------------------- BLDR ORDER # 03-75 BLDR ACCOUNT 20-04-007--- PHONE # 530-345-7296 COMPLEX - NO (TYPE) (WIDTH) (LENGTH) PROJ NAME Bruce Blanchard ENGR GRP - Im0-04-007-9 - plementati ' UNIT # 1 BLDG DESCRIPTION--LRF-------27' 0" 0/32 X 60' 0" (HEIGHT) (LIVE) (WIND)' 0/32 X (CODE/YEAR) (SLOPE) 12' 2" 16/32 20 PSF 80 MPH ---------------------------------------------------------- UBC 97 .1.000:12 DESIGN DATA SUMMARY - WEB CRIPPLING I +-------------------------7---------------------------- BAY START **** WEB CRIPPLING **** ***** COMBINED CRIPPLING & BENDING ***** NUM END ACTP ALLP CSRC LD ACTM ALLM ACTP ALLP CSRBC LD +--------------------------------------------------------------- 1 S 1.1 CLIP 1 0.0 '94.0 1.10 -------------- + CLIP 1 E 3.6 CLIP 1 -128.0 188.0 3.60 1 CLIP 1 2 S 3.6 CLIP 1 -128.0 188.0 3.60 CLIP i 2 E; -1.1 CLIP 1 0.0 94.0 -1.10 CLIP 1' NOTES: ACTP = ACTUAL WEB CRIPPLING LOAD (KIPS) ALLP = ALLOWABLE WEB CRIPPLING LOAD (KIPS) CSRC = COMBINED STRESS RATIO - WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) CSRBC = COMBINED STRESS RATIO.,- BENDING AND WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) DATE: 10/10/03 T) F S T r N D A T A R F P n R T RADIUS (IN) TIME: 01:25 PM 1-03-01 SIDEWALL STRUCTURALS ---------------------------------------------------------I--------------------------------------------------- LEFT SIDEWALL GIRTS P01200DSN PAGE 15 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-75 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR.PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Implementati COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 27' 0" . 0/32 X 60' 011. -------------------------------- 0/32 X 12' 21! ---------------- 16/32 20 PSF ----------------- 80 MPH UBC 97 1.000:12 --------------------------------- SPAN ----------------------------------------------------- AND UNIFORM LOADS (FT & PSF) (WIND PRESURE =' 15.6 PSF / WIND SUCTION = 15.6 PSF) GIRT ELEVATION --------------------------------------------- SECTION 1 SECTION 2 --------------------------------------------------------------------------------------------------- LENGTH(FT) 30.00 30.00 --------------------------------------------------------------------------------------------------- LOAD WIDTH / LEFT LAP / RIGHT LAP 7.50 5.60/0.0/2.0 5.60/2.0/0.0 GIRT --------------------------- LOCATIONS (TYPE/ PART NUMBER - LENGTH(IN) ) GIRT ELEVATION -------------------------------------- SECTION 1 SECTION• 2 --------------------------- LENGTH(FT) 30.00 30.00 7.50 -------------------------------------- Z80/0530924 383-4 Z80/0530924 383-4 INNER GIRT BRACE LOCATIONS (DISTANCE FROM LEFT SIDE OF SECTION (FT)) ----------.--------------------------------------=--------------------------------------=----------- GIRT ELEVATION SECTION 1 SECTION • 2 LENGTH(FT) 30.00 30.00 --------------------------------------------------------------------------------------------------- NO BRACES FOR THIS WALL NOTES: GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION SECTION PROPERTIES (ACTUAL FURNISHED PART) PART NUMBER SHAPE DEPTH (IN) THICKNESS -(IN) FY (KSI) FLANGE (IN) RADIUS (IN) LIP (IN) AREA (IN**2) IX (IN**4) IY (IN**4) 0530924 Z 8.00 0.067 60.00 2.63 0.25 1.06 1.00 9.76 1.98 DATE: 10/10/03 D E S I G N D A T A R E P O R T PD120ODSN TIME: 01:25 PM 1-.03-01 SIDEWALL STRUCTURALS LEFT SIDEWALL GIRTS PAGE 16 ------------------------------------------------------------------------ ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-75 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Im lementati COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 271 0" 0/32 X 60' 0" 0/32 X 12' 2" 16/32 20. PSF 80 MPH UBC 97 . 1.000:12 ------- ------------------------------------------------------------------------- DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) CONTINUOUS Z GIRTS +------------------------------------------------------------------------------------- ----------------------------------------+ BAY/SECTION ************ SHEAR ************ *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** NUMBER-----XV---ACTV ALLV CSRV LD COND XM ACTM ALLM CSRB LD COND XC ACTVC ACTMC CSRC LD COND ----------- -+ 27.5 -1.4 4.5 0.315 1 11.8 64.1 72.0 0.891 2, 27.5 1.4 ---------- 76.7 0.656 1 2 2.0 1.4 4.5 0.315 1 17.7 -64.1 72.0. 0.891 2 2.0 1.4 -76.7 0.656 1 DATE: 10/10/03 D E S I G N 'D A T A R E P O R T PD1200DSN TIME: 01:25 PM -----1_03-01 SIDEWALL STRUCTURALS RIGHT SIDEWALL GIRTS PAGE 17 ---------- --- ------------------------------------------------------------- --------------------------------- ORDER # 1CT- BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-75 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME- Bruce Blanchard ENGR GRP - Implementati COMPLEX - NO -(TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 27' 0" 0/32 X 60' 0" i 2u 6/32 20 PSF 80 MPH 0/32 X 12 1UBC 97 1.000:12 ----------------------------------------------------------- SPAN AND UNIFORM LOADS (FT &-PSF)------(WIND PRESURE = 15.6 PSF / WIND SUCTION = 15.6 PSF) ------- ---------------------------------------------------------- GIRT ELEVATION SECTION_ 1 SECTION 2 LENGTH(FT) 30.00 30.00 ------------------------- - ----------------------- LOAD WIDTH/ LEFT LAP,/ RIGHT LAP ------------------------------------------- -------------------------------------------------------- 7.50 5.60/0.0/0.0 5.60/0.0/0.0 GIRT LOCATIONS (TYPE/ PART NUMBER - LENGTH(IN) ) ---------------------------------- ------------------------------- GIRT ELEVATION SECTION 1 SECTION 2 LENGTH(FT) 30.00 30.00 -------------------------------•----------------------------------- 7.50 Z80/0530923 359-4 Z80/0530923 359-4 INNER GIRT BRACE LOCATIONS (DISTANCE FROM LEFT SIDE OF SECTION (FT)) ----------7---------------------------------------------------- GIRT ELEVATION SECTION 1 SECTION 2 LENGTH(FT) 30.00 30.00 -------------------------------------------------------------------- -------- L 7.50 7.50 ELEVATIONS 15.00 15.00 22.50 22.50 NOTES: GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS ` +-----------------•-------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION DATE: 10/10/03 TIME: 01:25 PM ---------------------------------=--- D E S I G N 1-03-01 SIDEWALL STRUCTURALS -------------------------- D A T A R E P RIGHT O R T SIDEWALL GIRTS PD1200DSN PAGE 18 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING ,$ BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 COMPLEX - NO (TYPE) (WIDTH) (LENGTH) UNIT # 1 BLDG DESCRIPTION LRF------- " 27' 0 0/32 X 60' 0"' BLDR ORDER PROJ NAME-- (HEIGHT). 0/32 X 12' .2" ----------------------------------------------------------- ------------------------------------------------ # 03-75 Bruce Blanchard (LIVE) 16/32 20 .PSF BLDR ACCOUNT # 20-04-007-90 ENGR GRP Im lementati (WIND) (CODE/YEAR) (SLOPE) 80 MPH UBC 97 1.00.0:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) PART SHAPE DEPTH THICKNESS FY FLANGE RADIUS LIP AREA IX IY NUMBER (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) 0530923 Z 8.00 0.060 60.00 2.63 0.25 0.75 0.86 8.35 1.40 DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) . SIMPLE Z GIRTS +-------------------------------- i ---------------------------------------- BAY SECTION ************ SHEAR************ ---*********** BENDING ************** ** COMBINED SHEAR & BENDING ***** +---------------------- - NUMBER XV ACTV ALLV CSRV LD COND XM ACTM ALLM CSRB LD GOND 'XC ACTVC ACTMC CSRC LD COND ---------------------- ---- --------------- -------------------+ 0.0 0.2. 3.3 0.060 1 2.2 -2.7 77.7 0.034 2 0.0 0.2 0.0 0.004 1 2 8.6 -0.4 3.3 0.115 1 4.3 -9.7 63.3 0.153 2 2.1 0.3 7.2 0.016 1 DATE: 10/10/03 T) F S T l; N D A T A R E P 0 R 7,' FLANGE (IN) TIME: O1:?.5 PM 1-04-01 ENDWALL STRUCTURALS FRONT ENDWALL GIRTS PD1200DSN ----- =------------L----------------------------------------------------------------------------------------------------=---- 0550326 Z 9.50 0.096 PAGE 19 ORDER-- ORDER # 109095 BUILDER - NORTH BLDR CONTACT - Andy Wood VALLEY BUILDING S BLDR BLDR ORDER # 03-75 BLDR ACCOUNT # 20-04-007-90 COMPLEX - NO (TYPE) PHONE # 530-345-7296 (WIDTH) PROJ NAME - Bruce Blanchard ENGR GRP - Implementati UNIT # 1 BLDG DESCRIPTION LRF (LENGTH) 0" 0/32 X 60' 0" (HEIGHT) 0/32 X 12' (LIVE) (WIND) (CODE/YEAR) (SLOPE) -------27' ---------------------- 2" - 16/32 20 PSF -------------------------------------------------- 80 MPH UBC 97 1.000:12 SPAN AND UNIFORM LOADS (FT & PSF) ------(WIND - PRESURE = 15.6 PSF / ---------------------------------------------------------- WIND SUCTION = 15.6 PSF) GIRT ELEVATION SECTION 1 LENGTH(FT) 27.00 ------------------------------------------------------ --------------------------- LOAD WIDTH / LEFT LAP / RIGHT LAP ------------------------------------------------------------ 7.50 6.17/0.0/0.0 i GIRT LOCATIONS (TYPE/ PART NUMBER-.LENGTH(IN) --------------------------------------------- GIRT ELEVATION SECTION 1 LENGTH(FT) 27.00 --------------------------------------------- 7.50 Z95/0550326 277-2 INNER GIRT BRACE LOCATIONS (DISTANCE FROM LEFT SIDE OF SECTION (FT)) ------------------------------------------------------- ------------- ----- GIRT ELEVATION SECTION 1 � LENGTH(FT) 27.00 --------------------------------------------------------- ------------------------------------------- NO BRACES FOR THIS WALL LOAD COMBINATIONS•. +------------------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION SECTION PROPERTIES (ACTUAL FURNISHED PART) PART NUMBER SHAPE DEPTH (IN) THICKNESS (IN) FY (KSI) FLANGE (IN) RADIUS (IN) LIP (IN) AREA (IN**2) IX (IN**4) Iy (IN**4) 0550326 Z 9.50 0.096 60.00 2.75 0.25 1.19 1.62. 21.57 3.38 DATE: 10/10/03 D E S I G N D A T A R E P O R T PD1200DSN TIME: 01:25 PM '1-U4-Ul ENDWALL 6TRUUTUxALS FRONT ENL'WALL GIRTS PAGE 20 --------------------------------------------------=--------------------------------------------------- ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-75 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME Bruce Blanchard ENGR GRP - Implementati COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT);(LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # .1 BLDG DESCRIPTIONLRF27'* 0" 0/32.X 60' 0" 0/32 X 12' 2" 16/32 20 PSF 80 MPH UBC 97 1.000:12 -- ----- - - DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) SIMPLE Z GIRTS BAY/SECTION --------------------------7---------------------------------------------- ************ SHEAR ************ *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** NUMBER ------XV ACTV ALLV CSRV LD COND XM ACTM ALLM CSRB LD GOND XC ACTVC ACTMC CSRC LD COND +----------------------------------------------------------------------- 1 0.0 1.3 11.2 0.116 1 13.5 -105.1 107.0 0.982 2 13.5 0.1 105.1 0.241 1 DATE: 10/10/03 D E S I G N D ,A T A R E P O R T PD1200DSN TIME: 01:25 PM 1-04-01 ------------------------------------------------------------------------------------------------------------------------------------ ENDWALL STRUCTURALS REAR ENDWALL GIRTS PAGE 21 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-75 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-,7296 PROJ NAME'- Bruce Blanchard ENGR GRP - Implementati COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF ------------------------------------------------------------------------------------------------------------------- 27' 0" 0/32 X 60' 0" 0/32 X 12' 2" 16/32 20 PSF 80 MPH UBC 97 1.000:12 SPAN AND UNIFORM LOADS (FT & PSF) --------------------------- -------------------------.---------------------------------------------- (WIND PRESURE = 15.6 PSF / WIND SUCTION = 15.6 PSF) GIRT ELEVATION SECTION 1 LENGTH(FT) ; 27.00 ---------------------------,------------------------------------------------------------------------ LOAD WIDTH / LEFT LAP / RIGHT LAP, -------------------------- ,---------------------------------------------------------------------=--- 7.50 6.17/0.0/0.0 I GIRT LOCATIONS (TYPE/ PART NUMBER - LENGTH(IN) ) --------------------------------------------- GIRT ELEVATION SECTION 1' LENGTH(FT) 27.00 -------------------------- I------------------- 7.50 Z95/0550326-277-2 INNER GIRT BRACE LOCATIONS! (DISTANCE FROM LEFT SIDE OF SECTION (FT)) ------------------------------------------7-------------------------------------------------------- GIRT ELEVATION SECTION 1 LENGTH(FT) ; 27.001 --------------------------------------------------------------------------------- NO BRACES FOR THIS WALL I LOAD COMBINATIONS +------------ ------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE ; 2 WIND SUCTION. SECTION PROPERTIES (ACTUAL'FURNISHED PART) PART SHAPE DEPTH THICKNESS FY FLANGE RADIUS LIP AREA IX IY NUMBER (IN) I (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) 0550326 Z 9.50 0.096 60.00 2.75 0.25 1.19 1.62 21.57 3.38 DATE: 10/10/03 D'E S I G N D A T A R E P O R T PD1200DSN TIME: 01:25 RTS :25 PM 1-04-01 ENDWALL STRUCTURALS REAR ENDWALL GIPAGE 22 ------------------------------------------ --------------------------.------------- ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S - . BLDR ORDER # 03-75 BLDR ACCOUNT # 20-04-007-90. BLDR CONTACT-- Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Implementati COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 211 0" 0/32 X 60' 0" 0/32 X 12' 2" 16/32 20 PSF 80 MPH UBC 97 1.000:12 ------------------------------------------------------------------------------------- I DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) SIMPLE Z GIRTS +------------=-------------=---------------------------------------------------------- - - -------------------------------- BAY/SECTION ************ SHEAR ************ *.********** BENDING ************** **-COMBINED-SHEAR-&=- BENDING ***** + NUMBER --XV ACTV ALLV CSRV LD COND XM ACTM ALLM CSRB LD COND XC ACTVC ACTMC CSRC LD COND +------------- -----------------------------------------_------------- 1 0.0 1.3 11.2 0.116 1 13.5 105.1 107.0 0.982 2 13.5 0.1 105.1 0.241 1 DATE: 10/10/03 D E S I G N D A T A R E P O R Ti ROD TIME: 01:25 PM 1-05-01 LONGITUDINAL BRACING. ROOF BRACING PD1200DSN FROM ------------------------------------=--------------------- LOAD LOAD :DIA DET PAGE 23 BLDR # 109095- BUILDER - NORTH VALLEY BUILDING S CONTACT - Andy Wood BLDR PHONE # FROM -----ORDER BLDR ORDER ------- ------=-------------------------P---------- .# 031-75 BLDR ACCOUNT # 20-04-007-90 COMPLEX - NO 530-345-7296 (TYPE) (WIDTH) (LENGTH) PROJ NAME (HEIGHT) - Bruce Blanchard ENGR GRP Im lementati UNIT # 1 BLDG DESCRIPTION LRF------- " 27' 0 0/32 X 60' 0" 0/32 X 12' 2" (LIVE) 16/32; (WIND) (CODE/YEAR) (SLOPE) -------------------------------- +------+-----+--------+-------+-------+-------+-------+----+-----+------------+: ---------- 20 PSF 80 MPH UBC 97 1.000:12 ROOF BRACE RODS,FOR LONGITUDINAL BRACING THE FOLLOWING TABLE CONTAINS INFORMATION ON THE BRACING SECTIONS STARTING WITH'THE LEFT SIDEWALL STRUCTURE LINE AND THE FIRST BRACED BAY FROM THE FRONT ENDWALL. ANY DIRECTIONS,INDICATED ASSUME YOU ARE LOOKING AT A PLAN VIEW OF THE ROOF BRACING,WITH THE FRONT ENDWALL AT THE BOTTOM OF THE DRAWING. +------+-----+--------+-------+-------+-------+-------'-+----------+------------+': ROD BAY DIST. BAY ROD ROD 'ROD CONNECTION PART DIR- NUM FROM LEN LOAD LOAD :DIA DET NUMBER ECT ION FROM EAVE (WIND) (SEISM) FEW (FT) (FT) (KIPS) (KIPS) (IN) LEFTIRIGHT +------+-----+--------+-------+-------+-------+-------+----+-----+------------+: ! / ! 2 ! 0.00 ! 30.00 ! 2.06 ! 1.07 ! 0.5000 !B001!BOO1 ! 544047 ! ! \ ! 2 ! 0.00 ! 30.00 ! 2.06 ! 1.07 ! 0.5000.!B001!B001 ! 544047 2 �! 13.50 ! 30.00 ! 2.06 ! 0.42 ! 0.5000 !B001!B001 ! 544047 ! ! \ ! 2 ! 13.50 ! 30.00 ! 2.06 ! 0.42 ! 0.5000 !B0011B001 ! 544047 +------+-----+--------+-------+-------+-------+-=----- .-+----+-----+------------+ DATE: 10/10/03 D E S I G N D A T A R E P O R T BAY TIME: 01:25 PM 1-05-01 LONGITUDINAL BRACING WALL BRACING PD1200DSN -- - - - - - - - - - - -- ----------------------- - - - - -- PAGE 24 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BLDR CONTACT - Andy Wood BLDR PHONE # BLDR ORDER _____ # 03-75 _ _ __ BLDR ACCOUNT # 20-04-007-90_ COMPLEX - NO (TYPE) 530-345-7296 (WIDTH) (LENGTH) PROJ NAME — Bruce Blanchard ENGR GRP - Implementati UNIT # 1 BLDG DESCRIPTION LRF 0" 0/32 X 60' 0" (HEIGHT). 0/32 X 12' 2" (LIVE) 16/32 20 (WIND). (CODE/YEAR) (SLOPE) -------27' (SEISM) -------------------------------------------------------------- PSF 80 MPH UBC 97 1.000.12 LEFT SIDEWALL BRACE RODS FOR LONGITUDINAL BRACING THE FOLLOWING TABLE CONTAINS INFORMATION ON THE SIDEWALL BRACE RODS STARTING WITH THE FIRST BRACED BAY FROM THE FRONT ENDWALL. THE ROD DIR. INDICATES THE ROD DIRECTION AS VIEWED FROM THE OUTSIDE. THE ROD DIR HAS 3 VALUES WHICH MAY BE X , \ , OR / . +------+-----+-------+-------+-------+-------+--------+----------------+- --- ---------+------------- ROD BAY BAY BR NOM ROD ROD ROD CONNECTION PART DIR- ECT NUM SIZE EAVE LOAD LOAD DIA DET NUMBER REACTIONS HORIZI VERT REACTIONS HORIZI VERT ION FROM HT I (WIND) (SEISM) ANCH +------+-----+-------+-------+-------+-------+-------+----+----------+------- FEW (FT) (FT) (KIPS) (KIPS) (IN) BASET TOP IBOLT (WIND) (KIPS)I(KIPS) (SEISMIC) (KIPS)I(KIPS) ! \ ! 2 ! 30:00 ! 12.20 ! 3.97 ! 4.44 ! ! / ! 2 ! 30.00 ! 12.20 ! 3.97 0.5000 !B001! B001! N/R ! 0544047 ! 3.76! 1.30! 1.911 0.66! ! 4.44 ! 0.5000 !B001! B001! N/R ! 0544047 ! 3.76! 1.30! 1.91! 0.66! +------+-----+-------+-------+-------+-------+--------+----+-----+-----+------------+------+------+------ 12" Outside Face Butlerib® II Wall Panel 36" 12" Section through Panel Section Properties for One Foot of Width 12" Panel Material Design Thickness in Weight (psf) E (ksi) Fy (ksi) Compression on Outside Compression on Inside Sx (in3). I (in4) Sx (in3) I (in4) 26 Ga. Steel 0.017 0.95 29500 50 0.0498 0.0603 0.0528 0.0417 24 Ga Steel 0.0225 1.25 29500 1 50 0.0768 1 0.0903 0.0761 1 0.0583 ---Load / Span Table -for One Foot of Width Legend: P = Pressure on Outside face S = Suction on Outside face suction values iio not include a 1/3 stress increase. Calculations for allowable design loads consider bending, shear, combined bending and shear, web crippling, and panel pull -over. The suction values do not address the strength of the fastener/girt connection. .Allowable load values for other spans may be interpolated. Allowable Uniform Loads s Panel Material Fy (ksi) No. of Sans San = 3-9" San = 5'-0" San = 7'-0" San = 7'-6" P S P S P S P S 26 Ga. Steel 50 1 71 75 40 42 20 22 18 19 2 72 71 42 40 22 20 19 18 3 82 88 52 50 27 25 23 22 24 Ga Steel 50 1 109 108 61 61 31 31 27 27 2 108 109 -61 61 31'- - 31'-- 27-- -"27 3 133 136 76 77 39 39 34 34 Legend: P = Pressure on Outside face S = Suction on Outside face suction values iio not include a 1/3 stress increase. Calculations for allowable design loads consider bending, shear, combined bending and shear, web crippling, and panel pull -over. The suction values do not address the strength of the fastener/girt connection. .Allowable load values for other spans may be interpolated. . ... Butlerib® II Roof Panel Design Data. _ 36" 1211 12" 1211 1, Outside Face Section Through Panel Section Properties for One Foot of Width Panel Material Design Thickness in Weight s E (ksi Fy (ksi Compression on Outside Compression on Inside Sx in3 I in4 Sx (in3) I in4 28 Ga. Steel 0.014 0.80 29500 80 0.0327 0.0410 0.0380 0.0317 26 Ga. Steel 0.017 0.95 29500 80 0.0452 0.0557 0.0503 0.0407 . 24 Ga Steel 0.0225 1025 29500-'- 80* 0.0724 0.0860 0.0715 ---'0.0563- 0.056324 24 Ga Steel 0.0225 1.25 129500 52 50** 0.0785 0.0920 0.0807 0.0607 22 Ga Steel 0.0285 1.55 29500" �" 50 0.1107"" 0:1267 0.1123 0.0800 0.032 Alum. 0.032 0.55 10000 21.5 0.1242 0.1433 0.1222 0.0900 * Painted Finish Only ** ALZN Finish Only Load /Span Table for One Foot of Width Legend: P = Pressure on Outside face * Painted Finish Only S = Suction on Outside face ** ALZN Finish Only Suction values do not include a 1/3 stress increase. All values shown are for 3 or more continuous spans. Calculations for allowable design loads consider bending, shear; combined bending and shear, web crippling, and panel pull -over. The'suction values do not address the strength of the fastener/purlin connection Allowable Uniform Load s Panel Material Fy I (-ksi) - San = 2.57-f San = 3.0' San = 4.0' San = 5.0' San = 5.27' P S P S - P S P S P S 28 Ga. Steel 80 100 115 84 96 63 72 42 52 38 47 26 Ga. Steel 80 ' 158 139 132 116 90 87 58 70 52 65 24 Ga Steel 80* 180 185 170 154 145 115 93 92 83 88 24 Ga Steel 50** 160 146 140 122 98 91 74 73 70 69 22 Ga Steel 50 170 185 160 154 145 116 102 93 91 88 0.032 Alum. 21.5 151 78 125 65 76 49 49 39 44 37 Legend: P = Pressure on Outside face * Painted Finish Only S = Suction on Outside face ** ALZN Finish Only Suction values do not include a 1/3 stress increase. All values shown are for 3 or more continuous spans. Calculations for allowable design loads consider bending, shear; combined bending and shear, web crippling, and panel pull -over. The'suction values do not address the strength of the fastener/purlin connection DATE: 10/10/03 F I N A'L FRAME DESIGN - C O�N T E N T S TIME: 06:14 PM CADDS ORDER # 109095 BLDR CONTACT ------------------------------------------------------------ BUILDER NORTH Andy VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT -------------- # 20-04-007-90 - Wood -BLDR PHONE ,# 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP —Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR)((SLOPE) (UNIT) ------------------ ---------------------- ------ ------ (FRAMELINES) PAGE NO DESIGN FRAME 01 EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH ----------- UBC 97 ------- ------ 1.000 TO 12 -Y ----- - -�- . DESIGN FRAME # 02 LRF 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 Z 21 G E N E R A L I N F O R M A T I O N DATE: 10/10/03 TIME: 06:14 FPA CADDS ' PAGE: F 1 ORDER It 10909.5 BLDR CONTACT;- Andy Wood BUILDER - NORTH VALLEY BUILDING S --------------------------------------------- BUILDER ORDER 4---------- n 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR PHONE # 530-345-7296 - PROJ NAME - Bruce Blanchard. ENGR GRP - Visalia DESIGN SYSTEM FRAME # (TYPE) 01 DESCRIPTION EWDS (WIDTH) (HEIGHT) (LIVE) 12'-2 1/2" (WIND) (CODE/YEAR) (SLOPE) ------------------------------------------------------------- .27'-0" 20 PSF 80 MPH UBC '97 1.000 TO 12 LEFT SIDE RIGHT SIDE SPAN NO. WIDTH ---------- MISCELLANEOUS PROPERTIES --------------------- EAVE HEIGHT = FRAME HEIGHT = 12.003 FT. 11.208 FT. 12.003 FT. 11.208 FT. 1 = 27.000 FT MODULUS OF ELASTICITY = 29000 KSI COL. CLEAR HT. = 10.344 FT. 10.344,FT. SLOPE (P/12.) = 1.000 1.000 CMX = 0.850 SW R -BEAM OFFSET =. 0.125 IN. 0.125 IN. CMX(stepped column/no wind) = 0.950 DIST. TO RIDGE _ 13.500 FT. 13.500 FT. CMY(pinned in minor axis) = 0.600 COLUMN OFFSET = 8.000 IN. 8.000 IN. CMY(fixed in minor axis) = 0.400 GIRT DEPTH = 8.000 IN. 8.000 IN. PURLIN DEPTH = 9.500 IN. 9.500'IN. ENDWALL (PURLIN UNINSULATED) FRAME OFFSET = 6.000 IN.. POST OFFSET = 1.000 IN. --------------------- JOINT DATA --------------------- ---- MEMBER DATA JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM MEMBER MOM. RELEASE NUMBER FT FT X Y MZ Z MX NUMBER JOINTS K VALUES START END IN PLANE OUT OF PLANE 1 1.167 0.000 1 1 0 1 0 1 1- 2 0 2 1.167 10.804 0 0 0 1 0 2 2- 3 0 1.50 1.00 3 13.500 11.832 0 0 0 0 0 3 4- 3 0 0 1.50 1.00 4 25.833 10.804 0 0 0 1 0 4 5- 0 0 1.50 1.00 5 25.833 0.000 1 1 0 1 0 4 0 0 1.50 1.00 ( 0 = FREE 1 = FIXED ) ( 1 = RELEASE 0 = NO RELEASE ) F R A M E D E S I G N - S E C O N D A R Y / 'B R A C E L O C A T I O N S DATE: 10/10/03 ADDS TIME: 06:14 PM CPAGE: F 2 ORDER 4.109095 BUILDER NORTH VALLEY BUILDING S BUILDER ORDER # i 03-75 BUILDER-ACCOUNT-#--20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) -DESIGN SYSTEM FRAME #.01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 ----------------------------------------------------- : ------------------------------------------------DIST - Distance to secondary from the end of the member in FEET. BRACE - Minor axis secondary bracing code as follows: ACCUM - Distance to purlin from the low sidewall in FEET. O FL Outside flange only braced ID - B Base, W SW&EW Girt @ corner, U SW Girt, O-IF Outside and Inside flange braced V EW Girt Only, O Other, E Eave str, P Purl, L Lmk TP O-SF Outside braced and inside Single flange brace MAJOR - Major axis brace point indicator. ( YES or NO ) NOTE: BRACE FORCE is the required support force (in kips) perpendicular to the flange COLUMN 1- 2 BRACE COLUMN 5- 4 BRACE ROOFBEAM 2- 3 BRACE ROOFBEAM 4- 3 BRACE DIST ID BRACE MAJOR FORCE DIST ID BRACE MAJOR FORCE DIST ACCUM ID BRACE FORCE DIST ACCUM ID BRACE FORCE 0.00 B O-IF YES 0.00 B O-IF YES 0.00 0.00 E O FL 0.00 0.00 E O FL 7.50 W O-SF YES 7.50 W O-SF YES 3.98 3.98 P O-SF 3.98 3.98 P O-SF 10.34 O O-IF YES 10.34 O O-IF YES 8.98 8.98 P O-FL 8.98 8.98 P O FL 12.00 E O FL NO 12.00 E O FL NO 12.48 12.48 P O-SF 12.48 12.48 P O-SF DATE: 10/10/03 F R A M E D E S I G N - C O N V E N 'T I O IJ S TIME: 06:14 PM ! CADDS ------------------------------------------------------------------ PAGE: F 3 --------------------------------------------- ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia (TYPE) (WIDTH). (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME .# 01 'DESCRIPTION EWDS27'-0" ----12'2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 --------------------------------------------------------------- -------- GENERAL In general, forces and coordinates follow the right hand rule. The X axis is horizontal and posi- V tive to the right. The Y axis is vertical and posi- tive upward. The Z axis is normal to the X and Y axis, and is positive out of this plane. Positive +---H moments about the X, Y, and Z axis are counter- / clockwise as viewed looking'toward the origin of the •Z axis. APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. UNIF - Uniformly distributed loads. These loads can be in X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude of the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is given. Loads can be in the X, Y, or Z direction. Distances are measured along the axis of the member. CONC - Concentrated load.! This load can be a force in the X or Y direction or a moment about the Z axis. The location of the load is measured along the member. The load exists at the neutral axis of the member, or at the outer or inner flange of the member. MCONC - Moment producing concentrated load. This load type is similiar to a concentrated load except the location of the load is given in global coordinates, and can" exist off the member. ZCONC - Out -of -plane concentrated load. This load can be a moment about the global X or Y axis, or a force in the Z axis direction. SCRAM - Special load for crane loads. This is similiar to the MCONC load except that the moment is in the minor axis direction of the member and is supported by only one flange. DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the Ivertical distance measured from the base plate of the column;. Roofbeams use the horizontal distance measured from the start of the member,. In the case of exterior •roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES i Positive axial force, the member is in compression. Positive shear force,' outward force on the end of the member: Positive moment, compressionjon the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -Y plane. A positive out -of -plane force (Z) is out of the X -Y plane. A positive out -of -plane moment (MX) is counter clockwise about the X axis ( near side rotating down ). ROOF EXPOSURE = Partially Exposed Roof' THERMAL CONDITION Normal COEFFICIENTS TRIBUTARY LOAD FACTOR LEFT ROOF 80.00% RIGHT ROOF 80.00% UNBALANCED SNOW LOADS (SLL), (SLR) ROOF`LIVE LOAD (LL ) = 20.000 PSF COEFFICIENTS TRIBUTARY LOAD FACTOR LEFT ROOF 0.00% RIGHT ROOF 80.00% OUND SNOW LOAD = 0 PSF - INCLUDES 1.00 IMPORTANCE FACTOR MIN COUNTY RAIN ON SNOW = 0.0 PSF LOAD NET ROOF.LOAD COEFF (PSF) 1.00 16.00 1.00 16.00 ! LOAD NET ROOF LOAD COEFF (PSF) 1.00 16.00 1.00 16.00 F R AM E D E S I G N L O A D S U M M A R Y DATE: 10/10/03 TIME: 06:14 PM CADDS ------------------------------------------------- PAGE: F 4 ORDER # 109095 BUILDER - BLDR CONTACT _ Andy Wood NORTH VALLEY BUILDING S BLDR BUILDER ------------ ORDER # 03 75 BUILDER ACCOUNT # 20-04-007-90 PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR,GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM,FRAME # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC ---------------------------------------------------------------------------------------------------- 97 1.000 TO 12 GENERAL BUILDING INFORMATION -- DESIGN BAY = 15.250 FT. TOTAL BUILDING LENGTH = 60.000 FT. PANELS TYPE DESCRIPTION WEIGHT LEFT SIDEWALL BRII 26STL 0.87 PSF ROOF BRII 28STL 2.22 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) RIGHT SIDEWALL BRII 26STL 0.87 PSF ENDWALL BRII 26STL 0.87 PSF ! BUILDING USE AND LOCATION STATE = CALIFORNIA (INLAND) i COUNTY = BUTTE USE CATEGORY = 4 (GENERAL USE) TERRAIN CAT/WIND EXP = C APPLIED LOADINGS BUILDING,CODE = UBC - 1997: DEAD LOAD (DL ) = 2.220 PSF + FRAME DL COLLATERAL LOAD (CLL) = 0.000 PSF ROOF LIVE LOAD (LL ) = 20.000 PSF MIN COUNTY GR ROOF EXPOSURE = Partially Exposed Roof' THERMAL CONDITION Normal COEFFICIENTS TRIBUTARY LOAD FACTOR LEFT ROOF 80.00% RIGHT ROOF 80.00% UNBALANCED SNOW LOADS (SLL), (SLR) ROOF`LIVE LOAD (LL ) = 20.000 PSF COEFFICIENTS TRIBUTARY LOAD FACTOR LEFT ROOF 0.00% RIGHT ROOF 80.00% OUND SNOW LOAD = 0 PSF - INCLUDES 1.00 IMPORTANCE FACTOR MIN COUNTY RAIN ON SNOW = 0.0 PSF LOAD NET ROOF.LOAD COEFF (PSF) 1.00 16.00 1.00 16.00 ! LOAD NET ROOF LOAD COEFF (PSF) 1.00 16.00 1.00 16.00 I SIDEWALLS ROOF ENDWALL SIDEWALL CANOPY/OVERHANG ENDWALL CANOPY/OVERHANG SEISMIC LOADS (EQ ) PERCENT SNOW LOAD = ENDWALL F R A M E D E S I G N - L O A D S U M M A R Y (EWS) -0.700 DATE: 10/10/03 -0.700 (SUCTION ) -0.700 (SUCTION ) -0.700 (SUCTION ) 0.800 TIME: 06:14 PM -0.700 (SUCTION ) -1.200 (SUCTION ) -1.200 (SUCTION ) CADDS (SUCTION ) -0.699 ---------------------------------------------------------------------------------7---- PAGE: F 5 ORDER It 109095 BUILDER -Andy - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 . BUILDER ACCOUNT It 20-04-UU'/-9U BLDR CONTACT Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR DESIGN SYSTEM FRAME (TYPE) (WIDTH) (HEIGHT) (LIVE) "- (WIND) (CODE/YEAR) GRP - (SLOPE) Visalia If 01 DESCRIPTION EWDS-----27'-0" 1/2" 20 PSF 80 MPH UBC ---------------- ----- -----121_2 97 1.000 TO 12 WIND LOADS ------------------------------------------------- WIND LOAD LEFT = 80.000 MPH ( 17.317 PSF) MIN COUNTY WIND SPEED - 76 MPH WIND LOAD RIGHT WIND LOAD UPLIFT = 80.000 = 80.000 MPH ( 17.317 MPH ( 17.317 PSF) PSF), INCLUDES 1.00 IMPORTANCE FACTOR WIND LOAD CASE = 1 WIND ENCLOSURE = ENCLOSED COEFFICIENTS WIND FROM LEFT (WLL) WIND FROM RIGHT INTERNAL PRESSURE INTERNAL SUCTION LEFT SIDEWALL 0.800 (PRESSURE) (WLR) -0.500 (SUCTION ) (IP ) 0.000 (IS ) LEFT ROOF -0.700 (SUCTION ) -0.700 (SUCTION ) 0000 .0.000 RIGHT ROOF -0.700 (SUCTION ) -0.700 (SUCTION ) . 0.000 0.000 RIGHT SIDEWALL -0.500 (SUCTION ) 0.800 (PRESSURE) 0.000 0.000 0.000 I SIDEWALLS ROOF ENDWALL SIDEWALL CANOPY/OVERHANG ENDWALL CANOPY/OVERHANG SEISMIC LOADS (EQ ) PERCENT SNOW LOAD = ENDWALL WIND PRESSURE ENDWALL WIND SUCTION , Seismic W - RIGHT ROOF (EWP) R FACTOR (EWS) -0.700 (SUCTION ) -0.700 (SUCTION ) -0.700 (SUCTION ) -0.700 (SUCTION ) 0.800 (PRESSURE) -0.700 (SUCTION ) -1.200 (SUCTION ) -1.200 (SUCTION ) -1.200 (SUCTION ) -0.699 (SUCTION ) 0.000% SEISMIC ZONE MIN CTY SEISMIC ZONE STORY DRIFT LIMIT OMEGAO DEFLECT AMPLIF FACTOR 4.220 PSF 4.220 PSF 4.500. 1.000 1.000 D 1.000 0.035 0.214 0.360 0.540 1.000 0.200 Seismic W - LEFT ROOF Seismic W - RIGHT ROOF _ 3 R FACTOR = 3 I FACTOR Na LATERAL FACTOR = 0.025 SOIL PROFILE = 3.150 Nv FACTOR Ct FACTOR T FACTOR Ca FACTOR Cv FACTOR p FACTOR NET SEISMIC FACTOR 4.220 PSF 4.220 PSF 4.500. 1.000 1.000 D 1.000 0.035 0.214 0.360 0.540 1.000 0.200 F R A M E D E S I G N - L O A D C O M B I N A T I O N S DATE.: 10/10/03 TIME: 06:14 PM CADDS PAGE: F 6 ORDER -# 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard 20-04-007-90 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) ENGR GRP - Visalia (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH ------------------------------------------------------------------------------------------------------------------------------------ UBC 97 1.000 TO 12 LCN DESCRIPTION STRESS MEMB P DELTA DESIGN LOADING GRP LOADING GRP LOADING GRP LOADING GRP LOADING INCREASE STR LAT LONG CATEGORY PERCENT PERCENT PERCENT GRP PERCENT PERCENT 1 DL + LL 1.000 N N N Std Des 100.00 DL LL 2 DL + WLL 1.333 N N N Std Des 100.00 .100.00 DL 100.00 WLL 3 DL + WLR 1.333 N N N Std Des 100.00 DL 100.00 WLR 4 DL + EQL/1.4 1.333 N N N Std Des 100.00 DL 72.00 EQ 5 6 DL + EQR/1.4 PDL+0.70PL+2�.80EQL 1.333 1.700 N N N Std Des 100.00 DL -72.00 EQ 7 PDL+0.70PL+2..80EQR .1.700 Y Y N N N N Axial C Axial 100.00 DL ' 70.00 LL 280.00 EQ 8 0.85PDL + 2.80EQL 1.700 Y N N C Axial T 100.00 85.00 DL DL 70.00 LL -280.00 EQ 9 0.85PDL + 2.80EQR 1.700 Y N N Axial T 85.00 DL -280.00 280.00 EQ EQ 10 DL +2.80EQL '1.700 Y N N Conns 100.00 DL 280.00 EQ 11 DL +2.80EQR 1.700 Y N N Conns 100.00 DL -280.00 EQ, 12 DL + EWP 1.333 N N N Std Des 100.00 DL 100.00 EWP 13 DL + EWS 1.333 N N N Std Des 100.00 DL 100.00 EWS F R A M E D E S I G N - A P P L I E D' L O A D S DATE: 10/10/03 TIME: 06:14 PM CADDS ----------------------------- ------------ _-------- - PAGE: F 7 ORDER # 109095. BLDR CONTACT - BUILDER - NORTH VALLEY BUILDING S Andy Wood BUILDER ORDER # 03-75 BUILDER ACCOUNT -#--20-04-007-90 20-04-007-90 BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia DESIGN SYSTEM FRAME # 01 (TYPE) (WIDTH) DESCRIPTION (HEIGHT) 1/2" (LIVE) (WIND) (CODE/YEAR) (SLOPE) --------------------- -EWDS-----27'-0" ------ -----121_2 20 PSF 80 MPH UBC 97 1.000 TO 12 LOAD CASE (DL ) DEAD LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS LABEL NO (START -END) TYPE FT FT X DIRECTION/ Y Z LOCATION DL 2 2 - 3 UNIF 0.00 13.50 0.000 K/FT -0.034 K/FT 0.000 K/FT DL 3 4 - 3 UNIF 13.50 27.00 0.000 K/FT -0.034 K/FT 0.000 K/FT LOAD CASE (LL ) LIVE LOAD ; LOAD MEMBER JOINTS LOAD DISTANCES LOADS LABEL NO (START -END) TYPE FT FT X DIRECTION/ Y Z LOCATION LL 2 2 - 3 UNIF 0.00 13.50 0.000 K/FT -0.244 K/FT. 0.000 K/FT LL 3 4 - 3 UNIF 13.50 27.00 0.000 K/FT -0.244 K/FT 0.000 K/FT LOAD CASE (WLL) WIND LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES LOADS LABEL NO (START -END) TYPE FT FT X Y DIRECTION/ Z LOCATION WLL 1 1 - 2 UNIF 0.00 12.00 0.211 K/FT 0.000 K/FT 0.000 K/FT WLL 2 2 - 3 UNIF 0.00 13.50 -0.185 K/FT 0.185 K/ FT 0.000•K/FT WLL 3 I, 4- 3 UNIF 13.50 27.00 0.185 K/FT 0.185 K/ FT 0.000 K/FT i WLL 4 5 - 4 UNIF 0.00 12.00 0.132 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (WLR) WIND LOAD RIGHT LOAD MEMBER. JOINTS LOAD DISTANCES LOADS LABEL NO (START -END) TYPE FT FT X DIRECTION/ i Y Z LOCATION ! WLR 1 ! 1 - 2 UNIF 0.00 12.00 -0.132 K/FT 0.000 K/FT 0.000 K/FT WLR 2 2 - 3 UNIF 0.00 13.50 -0.185 K/FT 0.185 K/FT 0.000 K/FT WLR 3 4 - 3 UNIF 13.50 27.00 0.185 K/FT 0.185 K%FT 0.000 K/FT WLR 4 5 - 4 UNIF 0.00 12.00. -0.211 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (EQ ) SEISMIC LOAD LOAD MEMBER. JOINTS LOAD DISTANCES LOADS LABEL NO (START -END) TYPE FT FT X DIRECTION/ Y Z LOCATION � EQ EQ 1 2 1 - 2 2 UNIF 0.00 12.00 0.003 K/FT 0.000 K/FT 0.000 K/FT EQ 3 - 3 4 - 3 CONC CONC 0.00 27.00 0.174 KIP 0.000 KIP 0.000 IN -K Outside flange EQ 4 5 - 4 UNIF 0.00 12.00 0.174 0.003 KIP K/FT 0.000 KIP 0.000 K/FT 0.000 IN -K Outside flange RACK 2 2 - 3 CONC 0.00 0.500 KIP 0.000 KIP 0.000 0.000 K/FT IN -K Outside flange DATE: 10/10/03 F R A M E D E S I G N - A P P L I E D L O A D S TIME: 06:14 PM CADDS --------------------------- ------------------------------------- ------------------------------- PAGE: F 8 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard BUILDER ACCOUNT # 20-04-007790 DESIGN SYSTEM FRAME # DESCRIPTION (TYPE) •(WIDTH) (HEIGHT) EWDS (LIVE) (WIND) (CODE/YEAR) ENGR GRP - (SLOPE) Visalia ----- -- ---- 271-0-1 12'-'2 1/211 20 PSF 80 MPH 1----------------------------------------------------- UBC 97 1.000 TO 12 LOAD CASE (EWP) EW WIND PRESSURE ----- ---------------'------------------------'--- LOAD MEMBER JOINTS LOAD DISTANCES LOADS LABEL NO (START -END) TYPE FT FT X DIRECTION/ Y Z LOCATION EWP EWP 1 1 1 1 - 2 UNIF 0.00 12.00 -0.185 K/FT 0.000 K/FT 0.000 K/FT EWP 2 - 2 3 UNIF 0.00 12.00 0.000 K/FT 0.000. K/FT -0.187 K/FT EWP 3 :2 4 - 3 UNIF 0.00 13.50 -0.185 K/FT 0.185 K/FT 0.000 K/FT EWP 4 5 - 4 UNIF 13.50 27.00 0.185 K/FT 0.185 K/FT 0.000 K/FT EWP 4 5 - - 4 UNIF 0.00 12.00 0.185 K/FT 0.000 K/FT 0.000 K/FT RACK 2 2 - 3 UNIF CONC 0.00 0.00 12.00 0.000 K/FT 0.000 K/FT -0.187 K/FT RACK 3 4 - 3 CONC 13.50 -0.860 -0.860 KIP KIP 0.000 KIP 0.000 IN -K Outside flange 0.000 KIP 0.000 IN -K Outside flange LOAD CASE (EWS) EW WIND SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS LABEL NO (START -END) TYPE FT FT X DIRECTION/ Y Z LOCATION EWS EWS 1 1 1 1 - 2 2 UNIF 0.00 12.00 -0.185 K/FT 0.000 K/FT 0.000 K/FT EWS 2 2 - - 3 UNIF 0.00 12.00 0.000 K/FT 0.000 K/FT 0.164 K/FT EWS 3 4 - 3 UNIF 0.00 13.50 -0.185 K/FT 0.185 K/FT 0.000 K/FT EWS 4 5 4 UNIF 13.50 27.00 0.185 K/FT 0.185 K/FT 0.000 K/FT EWS 4 5 - 4 UNIF 0.00 12.00 0.185 K/FT 0.000 K/FT 0.000 K/FT RACK 2 2 -. - 3 UNIF CONC 0.00 12.00 0.000 K/FT 0.000 K/FT 0.164 K/FT RACK 3 4 - 3 CONC 0.00 13.50 0.860 0.860 KIP 0.000 KIP 0.000 IN -K Outside flange KIP 0.000 KIP 0.000 IN -K Outside flange , F R A M E D E S I G N - S E C T I O N P R O P E R T I E S DATE: 10/10/03 i TIME: 06:14 PM CADDS PAGE: F 9 i ORDER # 109095 BLDR CONTACT - Andy BUILDER NORTH VALLEY Wood BUILDING S ----------------------------------- BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR (TYPE) PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia DESIGN SYSTEM FRAME # 01 DESCRIPTION EWDS (WIDTH) 27'-01, (HEIGHT) 12'_2 1/2" (LIVE) 20 (WIND) (CODE/YEAR) (SLOPE) -------------------------- L----------------------- ---- ----- PSF 80 MPH UBC 97 1.000 TO 12 MEMBER NO. 1 JOINTS 1 - 2 ----------------------------------------------------------------= SECTION NO. 1 OUTER FLANGE = i 5.000 X 0.250 WEB = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC PTS. NO. DIST (FT) DEPTH (IN) AREA (IN2) IX (IN4) IY • (IN4) RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 2 0.00 3.75 12.00 12.00 3.88 3.88 101.51 101.51 5.21 5.21 1.33 1.33 5.11 1.16 1.33. 1.33 9.60 9.60 95.83 7.50 7.50 3 7.50 12.00 3.88 101.51 5.21 1.33 1.33 1.33 1.33 5.11 5.11 1.16 1.33 1.33 '9.60 9.60 95.83 7.50 7.50 4 10.34 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.16 1.33 1.33 9.60 9.60 95.83 7.50 7.50 1.33 1.33 9.60 9.60 95.83 2.84 2.84 MEMBER NO. 2 JOINTS 2 - 3 SECTION NO. 1 OUTER FLANGE = 1 5.000 X 0.250 WEB = 0.120 INNER FLANGE- - 5.000 X 0.250 ANAL SEC PTS. NO. DIST (FT) DEPTH (IN) AREA (IN2) IX (IN4) IY (IN4) RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI I (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 2 1.58 3.98 12.00 12..00 3.88 3.88 101.51 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 3.99 2.40 3 81.98 12.00 3.88 101.51 5.21 5.21 1.33 1.33 1.33 1.33 5.11 1.16 1.33; 1.33 9.60 9.60 95.83 5.02 8.53 4 12.48 12.00 3.88 101.51 5.21 1.33 1.33 5.11 5.11 1.16 1.16 1.331 1.33 9.60 9.60 95.83 5.02 8.53 5 13.46 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33' 1.33 9.60 9.60 95.83 3.51 8.53 I 1.33 9.60 9.60 95.83 2.01 2.01 MEMBER NO. 3 JOINTS 4 - 3 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.120 INNER FLANGE - 5.000 X 0.250 ANAL SEC PTS. NO. DIST (FT) DEPTH (IN) ! AREA (IN2) IX (IN4) IY (IN4) RTO (IN) RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T. LUBO LUBI (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 2 158 3198 12.00 12.00 3.88 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 3.99 3 8:98 12.00 1 3.68 101.51 101.51 5:21 5.21 1.33 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 5.02 2.40 8.53 4 12.48 12.00 1'3.88 101.51 5.21 1.33 1.33 1.33 5.11 5.11 1.16 1.33 1.33 9.60 9.60 95.83 5.02 8.53 5 13.46 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.16 1.33 1.33 9.60 9.60 95.83 3.51 8.53 6 13.50 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 2.01 2.01 I 1.33 1.33 9.60 9.60 95.83 2.01 2.01 • S E C T I O N P R O P E R T I E S i DATE: 10/10/03 TIME: 06:14 PM CADDS ----------------------------------=-=--------------e..PAGE: -------------- F 10 ORDER # 109095 BLDR CONTACT:- Andy BUILDER_- NORTH VALLEY BUILDING Wood BLDR PHONE S ------------------------------------------------------ BUILDER ORDER # 03-75 BUILDER ACCOUNT # ' 20-04-007.-90 # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME -----------------------------------------------------------------=----------------------------------- # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 i MEMBER NO. 4 JOINTS •5 - 4 ---------------- i SECTION NO. i 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.120 INNER FLANGE - 5.000 X 0.250 ANAL SEC DIST PTS. NO. (FT) DEPTH (IN) AREA (IN2) IX (IN4) IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI i (IN4) (IN) (IN) (IN) (IN)'. (IN) (IN) (IN) (IN) RATIO (FT) (FT) I 1 1 0.00 12.00 3.88 ' 101.51 5.21 1.33' 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 7.50 7.50 2 3.75 3 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 7.50 7.50 7.50 4 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60. 95.83 7.50 7.50 10.34 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33, 1.33 9.60 9.60 95.83 2.84 2.84 F R A M E D E S I G N - C O N T R O L L I N G S T R E S S DATE: 10/10/03 TIME: 06:14 PM CADDS PAGE: F 11 ORDER #.109095 BLDR CONTACT - Andy BUILDER Wood - NORTH VALLEY BUILDING S BUILDER ORDER ------------------------------------- # 03-75 BUILDER ACCOUNT -#--20-04-007-90 20-04-007-90 (TYPE) BLDR PHONE # 530-345-7296 PROJ NAME - Bruce- Blanchard ENGR GRP Visalia DESIGN SYSTEM FRAME # 01 DESCRIPTION EWDS (WIDTH) 27'-0" (HEIGHT) 12'-2 1/2" (LIVE) 20 (WIND) (CODE/YEAR) (SLOPE) PSF 80 MPH UBC 9.7 1.000 TO 12 COLUMN 1 - 2 � ----------- --------------------------- - PT. DEPTH AREA SOX SIX AXIAL FORCE MOMENT -ALLOW FA STRESSES- SHEAR ALLOW ! ---STRESS RATIOS --COMB CONT NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) FBO (KSI) FBI (KSI) FORCE (KIPS) SHEAR (KIPS) QS QA CB O.FL I.FL STRESS COMB ! AXIAL BENDG BENDG RATIO M V 1* 2 12.00 12.00 3.88 3.88 16.92 16.92 16.92 16.92 4.06 0.00 33.00 31.47 33.00 2.74 17.38 0.97 1.00 1.75 0.03 0.00 0.00 0.03 1 2 3 12.00 3.88 16.48 116.48 -2.78 -2.83 87.48 174.96 43.99 43.99 41.94 43.99 1.94 17.38 '17.38 A.97 1.00 1.75 0.02 0.12 0.12 0.13 2 2 4* 12.00 3.88 16.92 16.92 -2.88 208.65 43.99 41.94 42.57 43.99 2.13 0.97 1.00 1.75 0.02 0.25 0.28 0.29 2 13 43.99 2.55 17.38 0.97 1.00 1.08 0.02 0.29 0.28 0.30 2 13 ROOF BEAM 2 - 3 ,. PT. DEPTH AREA SOX SIX AXIAL FORCE - MOMENT -ALLOW FA STRESSES- SHEAR ALLOW i ---STRESS RATIOS --COMB CONT NO. (IN) (IN2)• (IN3) (IN3) (KIPS) (IN -KIP) (KSI) FBO (KSI) FBI (KSI) FORCE (KIPS) SHEAR (KIPS) IQS QA CB O.FL I.FL STRESS COMB AXIAL BENDG BENDG RATIO M V 1* 12.00 3.88 16.92 16.92 -0.45 196.62 43.99 42.57 43.99 3.26 13.04 10.97 1.00 1.21 0.00 0.27 2 12.00 3.88 16.48 16.48 -0.46 123.37 43.99 42.57 43.99 1.99 13.04 0.97 1.00 1.67 0.00 0.26 0.27 2 1 3 12.00 3.88 16.92 16.48 1.08 92.03 33.00 31'.94 33.00 -1.35 17.38 ;0.97 1.00 2.07 0.01 0.18 0.20 0.20 2 1 4 5* 12.00 12.00 3.88 16.48 116.48 1.01 123.96 33.00 31.94 33.00 1.04 17.38 1.00 1.14 0.01 0.17 0.24 :0:16 0.18 1 2 3.88 16.92 ;16.92 1.01 123.18 33.00 31.94 33.00 1.04 17.38 10.97 1.00 1.00 0.26 0.25 1 3 0.97 0.01 0.23 0.22 0.24 1 3 ROOF BEAM 4 - 3 I I PT. DEPTH AREA SOX i ' SIX AXIAL FORCE MOMENT -ALLOW FA STRESSES- FBO SHEAR ALLOW --STRESS RATIOS --COMB CONT NO. (IN) (IN2) (IN3) (,IN3) (KIPS) (IN -KIP) (KSI) (KSI) FBI (KSI) FORCE (KIPS) SHEAR (KIPS) QS QA CB O.FL I.FL STRESS COMB AXIAL BENDG BENDG RATIO M V 1* 2 12.00 12.00 3'.88 3.88 16.92 16.48 16.92 16.48 -0.45 196.62 43.99 42.57 43.99 3.26 13.04 0.97 1.00 1.21 0.00 0.27 0.26 0.27 3 12.00 3;.88. 16.92 16.48 -0.46 1.08 123.37 92.03 43.99 42.57 43.99 1.99 13.04 0.97 1.00 1.67 0.00 0.18 0.20 0.20 3 3 1 1 4 12.00 3'.88 16.48 16.48 1.01 33.00 33.00 31.94 31.94 33.00 -1.35 17.38 0.97 1.00 2.07 0.01 0.17 0.16 0.18 1 3 5 12.00 3.88 16.92 '16.92 1.01 .123.96 123.18 33.00 31.94 33.00 33.00 1.04 17.38 0.97 1.00 1.14 0.01 0.24 0.26 0.25 1 2 6* 12.00 3.88 16.92 16.92 1.01 123.18 33.00 31.94 33.00 1.04 17.38 0:97 1.00 1.00 0.01 0.23 0.22 0.24 1 2 1.04 17.38 0.97 1.00 1.00 0.01 0.23 0.22 0.24 1 2 F R A M E D E S I G N - C O N T R O L L I'N G S.T R E S S DATE: 10/10/03 TIME: 06:14 PM CADDS -S PAGE: F • 12 ORDER # 109095 BLDR CONTACT - Andy BUILDER - NORTH VALLEY Wood BUILDING BLDR BUILDER ORDER '# # - ----- 03-75 ==--------------------- BUILDER ------------- ACCOUNT # 20-04-007-90 PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia DESIGN SYSTEM'FRAME # 01 (TYPE) DESCRIPTION (WIDTH) EWDS 27'-0" (HEIGHT) 12'-2 1/2" (LIVE) (WIND) (CODE/YEAR) (SLOPE) ------------------------------------------------------------ 20 PSF 80 MPH UBC 97 1.000 TO 12 COLUMN 5 - 4' ---------------- - --7------------------- PT. DEPTH AREA SOX ' SIX AXIAL FORCE -ALLOW MOMENT FA STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT NO. (IN) (IN2) (IN3) ;(IN3) (KIPS) (IN -KIP) (KSI) FBO FBI (KSI) (KSI) FORCE (KIPS) SHEAR QS (KIPS) QA CB O.FL I.FL STRESS COMB AXIAL BENDG.BENDG RATIO M V 1* 12.00 3.88 2 16.92 16.92 4.06 0.00 33.00 31.47 33.00 2.74 17.38 0.97 1.00 1.75 0.03 0.00 0.00 0.03 12.00 3.88 16.92 16.92 -2.78 87.48 43.99 41.94 43.99 1.94 17.38 0.97 1.00 1.75 0.02 0.12 0.12 0.13 1 3 3 12.00 3.88 16.48 16.48 -2.83 174.96 43.99 41.94 43.99 2.12 17.38 0.97 1.00 1.75 0.02 0.25 0.28 0.29 3 3 4* 12.00 3.88 16.92 16.92 -2.88 208.65 43.99 42.57 43.99 2.54 17.38 0.97 1.00 1.08 0.02 0.29 0.28 0.30 3 12 I 3 12 j F R A M E ID E S I G N - W E L D S U M M A R Y DATE: 10/10/03• TIME: 06:14 PM is CADDS PAGE: F 13 ORDER #,109095 BLDR CONTACT - And BUILDER - NORTH Wood VALLEY BUILDING S BUILDER ORDER # BLDR 03-75 BUILDER ACCOUNT # 20-U4-UU•/-90 PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH ---------------------------------------------------------------- UBC 97 1.000 TO 12 PART WEB WEB FLG-TO-WEB FILLET ALLOW --------------------- CONTROLLING NO. SECT' THK STRESS SIZE SHEAR MEMB ANAL LOAD (IN) (KIPS/IN) (KIPS/IN), NO. PT COND OV84178 1 0.120 0.148 1/8 2.620 1 1 2 OV84182 1 0.120 0.236 1/8 2.620 2 1 1 THE FLANGE -TO -WEB SHEAR VALUES SHOWN HAVE BEEN ADJUSTED FOR WIND LOAD TO SHOW THE EQUIVALENT LIVE LOAD F R A M E D E S I G N - S P L I C E S U M M A R Y DATE: 10/10/03 TIDE: 06:14 PM CADDS PAGE: F 14 ' - -=-------- ------------- --------------- ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-U4- - ------- BLDR CONTACT Andy Wood BLDR PHONE # 530-345-7296 90 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE)- (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEMiFRAME # O1 DESCRIPTION EWDS 27'-0" 12'-2 1/211 20 PSF' 80 MPH UBC 97 1.000 TO 12 . --- THE�CONTROLLING COMBINATIONS SHOWN ABOVE ARE -----ON--- THE -----------------=--------------------------------------------=------------------------------------ '---- ' MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE:FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS i F R A M E D E S I G N - R E A C T;I O N S DATE: 10/10/03 TIME: 06:14.PM CADDS PAGE:.F 15 ORDER It 109095 BLDR-CONTACT - Andy Wood BUILDER NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR PHONE # 530_-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC -------------------------------------------------------------------------------------------------- 97 1.000 TO 12 POSITIVE REACTION DIRECTION R ------ H KIPS Horizontal Force to Right V 2---3-=-4 V KIPS Vertical Force Up Z KIPS Horizontal Out of Plane +---H / 1 5 ' I Z A536 A537 No. Loading Combination 1H 1V 1Z 2Z 4Z 5H 5V 5Z Sum H Sum V Sum Z 1 DL + LL 1.01 4.06 0.00 0.00 0.00 -1.01 4.06 0.00 0.00 8.12 0.00 2 DL + WLL -2.74 -2.73 0.00 0.00 0.00 -1.38 -0.73 0.00 -4.12 -3.47 0.00 3 DL + WLR 4 DL + EQL/1.4 1.38 -0.73 0.00 0.00 0.00 2.74 -2.73 0.00 4.12 -3.47 0.00 5 DL + EQR/1.4 -0.16 0.47 0.51 1.05 0.00 0.00 0.00 -0.50 1.05 0.00 -0.66 1.53 0.00 6 PDL+0.70PL+2.80EQL not applicable 0.00 0.00 0.00 0.16 0.47 0.00 0.66 1.53 0.00 7 PDL+0.70PL+2.80EQR not applicable 8 0.85PDL + 2.80EQL not applicable 9 0.85PDL + 2:80EQR not applicable 10 DL +2.80EQL not applicable 11 DL +2.80EQR not applicable 12 DL + EWP + 1.40 -0.91 1.01 1.23 1.23 0.32 -2.55 1.01 1.72 -3.47 4.49 13 DL EWS i. -0.33 -2.55 I -0.89 -1.08 -1.08 -1.39 -0.91 -0.89 -1.72 -3.47 -3.94 F R A M.E D E S I G N - R E A C T I O N S DATE: 10/10/03 TIME: 06:14 PM CADDS ------------------------------------------------------------------ PAGE: F 16 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # --------------------------------------- 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME -Bruce Blanchard ENGR GRP - Visalia (TYPE) '(WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION -------------------.---------------------------------- EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 POSITIVE REACTION DIRECTION R ------------------------------------------------ H KIPS Horizontal Force to Right V 2---3---4 V KIPS Vertical Force Up Z KIPS Horizontal Out of.Plane +---H / 1 5 Z A536 A537 ID Load Case 1H 1V 1Z 2Z 4Z 5H 5V 5Z Sum H Sum V Sum Z DL DEAD LOAD 0.17 0.76 0.00 0.00 0.00 -0.17 0.76 0.00 0.00 1.53 0.00 LL LIVE LOAD 0.84 3.29 0.00 0.00 0.00 -0.84 3.29 0.00 0.00 6.59 0.00 WLL WIND LOAD LEFT -2.91 -3.50 0.00 0.00 0.00 --1.21 -1.50 0.00 -4.12 -4.99 0.00 WLR WIND LOAD RIGHT 1.21 -1.50 0.00 0.00 0.00 2.91 -3.50 0.00 4.12 -4.99 0.00 EQ SEISMIC LOAD -0.46 -0.40 0.00 0.00 0.00 -0.46 0.40 .0.00 -0.92 0.00 0.00 EWP EW WIND PRESSURE 1.23 -1.68 1.01 1.23 1.23 0.49 -3.32 1.01 1.72 -4.99 4.49 EWS EW WIND SUCTION -0.50 -3.32 -0.89 -1.08 -1.08 -1.22 -1.68 -0.89 -1.72 -4.99 -3.94 F R A M E D E S.I G N - S T R E S S S U M M A R Y DATE: 10/10/03 TIME: 06:14 PM f I CADDS. -------------------------- ---------------------------------------------------------------------------------------------------------- PAGE: F 17 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 B LDR CONTACT,- Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE)' (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME --------------- # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" = ' ----------------------------------------------- 20 PSF. 80 MPH UBC 97 1.000 TO 12 MEMBER NO. 1 JOINT 1 = 2 ---------- --------- ------ ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO GOND 1 10.34 .55. 3! 3.75 FT 12.00 IN 12.00 IN 5.000 X .250 .120 5.000 X .250 0.297 2 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- --------------SHEAR-------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS)' RATIO GOND 1 -2.88 208.65 -0.74 12.33 12.33 43.99 42.57 43.99 2.74 17.38 0.157 2 MEMBER NO. 2 JOINT 2 -' 3 SECT. LENGTH . YIELD NO.' MAX SEG DEPTH AT, DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 13.50' 55. 4 5.00 FT 12.00 IN 12.00 IN 5.000 X .250 .120 5.000 X .250 0.273 2 CONTROLLING ACTIONS ---AXIAL- - ---MAXIMUM STRESSES --- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) .(KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 -0.45 196.62 -0.12 11.62 11.62 i 43.99 42.57 43.99 3.26 13.04 0.250 1 MEMBER NO. 3. ---------------------------------- JOINT 4 - 3 SECT. LENGTH YIELD NO. MAX SEG DEPTH AT :DEPTH AT WEB COMB. STRESS LOAD .NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO GOND 1 13.50', 55. 5 5.00 FT 12.00 IN 12.00 IN 5.000 X .250 .120. 5.000 X .250 0.273 3 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE NO. (KIPS) MOMENT (IN -KIP) AXIAL FBO FBI ; (KSI) (KSI) (KSI) FA FBO FBI FORCE ALLOW STRESS LOAD I (KSI) (KSI) (KSI)i (KIPS) (KIPS) RATIO GOND 1 -0.45 196.62 , -0.12 11.62 11.62 i 43.99 42.57 43.99`. 3.26 13.04 0.250 1 S S S U M M A R Y DATE: 10/10/03 TIME: 06:14 PM CADDSPAGE: ------------------------------------------------------------------- F 18 ORDER It 109095 BUILDER NORTH VALLEY BUILDING S 7 BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT -. Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ---------------------------- SYSTEM•FRAME # 01 _27'_0" DESCRIPTION EWDS---- '----------------- 12'_2 1/2° ------ 20 PSF 80 MPH UBC 97 1.000 TO 12 ; MEMBER NO. 4* JOINT 5 1' 4 SECT. LENGTH, YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO GOND 1 10.34 5.5. 3 3.75 FT 12.00.IN 12.00 IN 5.000 X .250 .120` 5.Ob0 X .250 0.297 3 CONTROLLING ACTIONS ---AXIAL--- .-:--MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN-KIP) I(KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 -2.88 208.65 -0.74 12.33 12.33 43.99 42.57 43.99 2.74 17.38 0.157 3 i I DATE: 10/10/03 F R A M E- D E S I G,N - J O I N T D E F L E C T I O N S TIME: 06:14 PM CADDS ----------=----------- _-------------- -r----- --- PAGE: F 19 -- ..--------.------------------------------- ! ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia i (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 --------------------------- 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------ POSITIVE DEFLECTION DIRECTION R . H INCHES Horiz. Deflection,to Right V 2---3---4 V INCHES Vertical Deflection Up +---H ! / ! 1 5 Z ! A536 A537 No. Loading Combination Cd 2H 2V 3H 3V 4H 4V 1 DL + LL N -0.023 -0.005 0.000 -0.297 0.023 -0.005 2 DL + WLL N 0.654 0.003 0.643 0.142 0.632 0.001 3 DL + WLR N -0.632 0.001 -0.643 0.142 -0.654 0.003 4 DL + EQL/1.4 'N 0.169 0.000 0.173 -0.050 0.176 -0.001 5 DL + EQR/1.4 N -0.177 -0.001 -0.173 -0.053 -0.169 0.000 12 DL + EWP i N -0.452 0.001 -0.458 0.101 -0.463 0.003 13 DL + EWS N 0.464 0.003 0.458. 0.107 0.451 0.001 F R A M E D E S I G N - M E M B E R D E F L E C T I O N S DATE: 10/10/03 TIME: 06:14 PM j CADDS -------i---=------------------------ PAGE: F ORDER #.109095 '_ BUILDER - NORTH. VALLEY BUILDING BLDR CONTACT- Andy Wood S -------- --------- BUILDER ORDER# :--03-75 --------------------- BUILDER ACCOUNT # .20 20-04-007-90 BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia DESIGN"SYSTEM:FRAME # 01 DESCRIPTION (TYPE) EWDS (WIDTH) (HEIGHT) (LIVE) 1/2" (WIND) (CODE/YEAR) (SLOPE) ---------------------- -27'_0"------12'-2 20 PSF 80 MPH UBC 97 1.000 TO 12 POSITIVE DEFLECTION DIRECTION R ----------------------------------- -------------------------------- H INCHES Horizontal to the Right . V +-2-+-3-+ V INCHES Vertical Up +---H 1 4 Z MAXIMUM MEMBER DEFLECTIONS MEMBER 1H MEMBER 2V MEMBER 3V MEMBER 4H No. Loading Combination PT DEFL PT DEFL PT DEFL PT DEFL 1 DL + LL 3 -0.061 5 -0.297 5 -0.297 3 0.061 2 DL + WLL 5 0.654 5 0.142 3 0.172 5 0.632 3 DL + WLR 5 -0.632 3 0.172 5 0.142 5 -0.654 4 DL + EQL/1.4 5 0.169 3 -0.057 5 -0.050 5 0.176 5 DL + EQR/1.4 5 -0.177 5 -0.053 3 -0.059 5 -0.169 12 DL + EWP 5 -0.452 3 0.124 5 0.101 5 -0.463 13 DL + EWS 5 0.464 5 0.107 3 0.129 5 0.451 -R- OV84182 OV84182 0 0 V V 8 8 4 4 1 1 7 7 8 8 1 F R A M E D E S I G N - F R A M E L A Y O U T DATE: 10/10/03 TIME: 06:14,PM CADDS -- - - - - - - - - - ---- - - - - - ---- - -- - - - ---------------__----------------'---- PAGE: F ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT# 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) I (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION ------- ----- EWDS ----27'_0"------12'_2 - - 1/2". 20 PSF 80 MPH UBC 97 1.000 TO 12 LEFT SIDE ----------------------- RIGHT SIDE SLOPE (P/12.) = 1.000 SLOPE (P/12.) _ 1.000 DIST. TO RIDGE = 13.500 FT. DIST. TO RIDGE = 13.500 FT. COLUMN OFFSET = 8.000 IN. COLUMN OFFSET = 8.000 IN. GIRT DEPTH = 8.000 IN. GIRT DEPTH = 8.000 IN. PURLIN DEPTH = 9.500 IN. (PURLIN UNINSULATED) PURLIN DEPTH = 9.500 IN. SPAN WIDTHS (LEFT TO RIGHT) SPAN 1 = 27.000 FT. -R- OV84182 OV84182 0 0 V V 8 8 4 4 1 1 7 7 8 8 1 F R A M E D E S I G N - G E N E R A L I N F-0 R M A T I O N. DATE: 10/10/03 TIME: 06:14 PM CADDS ----------.------------------------------------------------'--------------------------------- PAGE: F 21 ORDER # 109095 BLDR CONTACT - Andy Wood BUILDER - NORTH VALLEY BUILDING BLDR S BUILDER ORDER # ------------- 03-75 BUILDER -ACCOUNT -#--20-04-007'-90 - PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'_ " 012'_2 1/2" 20 PSF` 80 MPH UBC 97 -- - -- - - - -- - --- 1.000 TO 12 LEFT'SIDE RIGHT SIDE - SPAN -NO. --------- WIDTH --------------------- MISCELLANEOUS PROPERTIES EAVE HEIGHT = FRAME HEIGHT = 12.003 FT. 11.208 FT. 12.003 FT. 11.208 FT. 1 = 27.000 FT MODULUS OF ELASTICITY = 29000 KSI COL. CLEAR HT. = 10.372 FT. 10.372 FT. = SLOPE (AM 1.000 1.000 CMX = 0.850 SW R -BEAM OFFSET = OF 0.125 IN. 0.125 IN. I CMX(stepped column/no wind) = 0.950 DIST. TO RIDGE = 13.500 FT. 13.500 FT. I CMY(pinned in minor axis) = 0.600 COLUMN OFFSET = 8.000 IN. 8.000 IN. CMY(fixed in minor axis) = 0.400 GIRT DEPTH = 8.000 IN. 8.000 IN. PURLIN DEPTH = 9.500 IN. 9.500 IN. (PURLIN UNINSULATED) i ## P Delta Analysis ## --------------------- JOINT'DATA--------------------- ------------------------------ MEMBER DATA ------------------------------ JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM! MEMBER MOM. RELEASE K VALUES NUMBER FT FT X Y MZ Z MX ! NUMBER JOINTS START END IN PLANE OUT OF PLANE 1 1.000 0.000 1 1 0 1 0 1 1- 2 0 2 1.348 10.819 0 0 0 1 0 2 2- 3 0 1.50 1.00 3 13.500 11.832 0 0 0 0 0 3 4- 3 0 0 1.50 1.00 4 25.652 10.819 0 0 0 1 0 4 5- 4 0 0 1.50 1.00 5 26.000 0.000 1 1 0 1 0 0 0 1.50 1.00 ( 0 = FREE 1 = FIXED ) ( 1 = RELEASE 0 = NO RELEASE ) DATE: 10/10/03 F R A M E D E S I G N S E C O N D A R Y / B R A C E L O C A T I O N S TIME: 06:14 PM CARDS _ ________ _ PAGE: F 22 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT-#--20-04-007-90 20-04-007-90 BLDR CONTACT - Andy Wood _ BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION •LRF 271-611 � n 12 2 1/2 20 PSF 80 MPH UBC 97 1.000 TO 12 ------------------------------------ - ----- DIST - Distance to secondary from the end of the member in FEET. BRACE - Minor axis secondary bracing code as follows: ACCUM - Distance to purlin from the low sidewall in FEET. O FL. Outside flange only braced ID - B Base, W SW&EW Girt @ corner, U SW Girt, O-IF Outside and Inside flange braced V EW Girt Only, O Other, E Eave str, P Purl, L Lmk TP O-SF Outside braced and inside Single flange brace MAJOR - Major axis brace point indicator. ( YES or NO ) NOTE: BRACE FORCE is the required support force (in kips) perpendicular to the flange COLUMN 1- 2 'BRACE COLUMN. 5- 4 BRACE ROOFBEAM 2- 3 BRACE ROOFBEAM 4- 3 BRACE DIST ID BRACE MAJOR ;FORCE DIST ID BRACE MAJOR FORCE DIST ACCUM ID BRACE FORCE DIST ACCUM ID BRACE FORCE 0.00 B O-IF YES 0.00 B O-IF YES 0.00 0..00 E O FL 0.00 0.00 E O FL 7.50 W O FL NO 7.50 W O FL NO 3.98 3.98 P O-SF 3.98 3.98 P O-SF 10.37 O O-IFYES 10.37 O O-IF YES 8.98 8.98 P O FL 8.98 8.98 P O FL 12.00 E O FL NO 12.00 E O FL NO 12.48 12.48' P O-SF 12.48 12.48 P O-SF i i 1 F R A M E D E S I G N - C O N V E N T I O N S o DATE: 10/10/03 TIME: 06:14 PM CADDS :• PAGE: F 23 ---------------------------------------------------------------------------------------L-----------=----------------------------- -.--- ORDER # 109095 BUILDER NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF " 27'_ ------ 012'_2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 -------- -- ------ --------------------=------------------------------ GENERAL In general, forces and coordinates follow the right hand rule. The X axis is horizontal and posi- V tive to the right. The Y axis is vertical and posi- tive upward. The Z axis is normal to the X and Y axis, and is positive out of this plane. Positive +---H moments about the X, Y, and Z axis are counter- / clockwise as viewed looking toward the origin of the Z axis. APPLIED LOADS For load application, vertical and Horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. UNIF - Uniformly distributed loads. These loads can be in X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude of the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is.given. Loads can be in the X, Y, or Z direction., Distances are measured along the axis of the member. CONC - Concentrated load. This load can be a force in the X or Y direction or a moment about the Z axis. The location of the load is measured along the member. The load exists at the neutral axis of the member, or at the outer or inner flange'of the member. MCONC - Moment producing concentrated load. This load type is similiar to a concentrated load except the location of the load is given in global coordinates, and can exist off the member. ZCONC - Out -of -plane concentrated load. This load can be a moment about the global X or Y axis, or a force in the Z axis direction. SCRAN - Special load for crane loads. This is similiar to the MCONC load except that the moment is in the minor axis direction of the member and is supported by only one flange. i DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the' vertical distance 'measured from the base plate of the column. Roofbeams use the horizontal distance measured from the start of the member,. In the case of exterior roofbeams, the start of the. member is at the exterior structure line. MEMBER FORCES I Positive axial force, the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression'on the outer flange. FRAME REACTIONS ! 1 Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -7t plane. A positive out -of -plane force (.Z) is out of the X -Y plane. A positive out -of -plane moment (MX) is counter clockwise about the X axis ( near side rotating down ) F R A M E D E S I G N - L O A D S U M M A R Y DATE: 10/10/03 TIME: 06:14 PM ADDS CPAGE: ------------------------- ------------ --------------------- F 24 ORDER # 109095 BUILDER - BLDR CONTACT Andy Wood NORTH VALLEY BUILDING S BLDR PHONE BUILDER --------------=--------------------------------- ORDER # I 03-75 BUILDER ACCOUNT # 20-04-007-90 #'530-345-7296 PROJ NAME - Bruce- Blanchard ENGR GRP Visalia (TYPE) (WIDTH) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'-0!' (HEIGHT) 12'-2 1/2" (LIVE) (WIND) 20 (CODE/YEAR) (SLOPE)'. ----r----------------------------------------- -------- PSF 80 MPH UBC 97 1.000 TO 12 GENERAL BUILDING INFORMATION ------------------ - ----------------------------------------------- --- DESIGN BAY = 30.000 FT. TOTAL BUILDING LENGTH = 60.000 FT. PANELS TYPE DESCRIPTION WEIGHT LEFT SIDEWALL BRII 26STL 0.87 PSF ROOF RIGHT SIDEWALL BRII 28STL. BRII 2.22 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) i 26STL 0.87 PSF. BUILDING USE AND LOCATION STATE = CALIFORNIA (INLAND) COUNTY = BUTTE USE CATEGORY = 4 (GENERAL USE) TERRAIN CAT/WIND EXP = C APPLIED LOADINGS i BUILDING CODE = UBC - 1997: DEAD LOAD (DL ) = 2.220 PSF + FRAME DLA COLLATERAL LOAD (CLL) = 0.000 PSF ROOF LIVE LOAD (LL ) = 20.000 PSF MIN COUNTY.GROUND SNOW LOAD = 0 PSF INCLUDES 1.00 IMPORTANCE FACTOR ROOF EXPOSURE = Partially Exposed Roof MIN COUNTY RAIN ON SNOW = 0.0 PSF THERMAL CONDITION = Normal COEFFICIENTS TRIBUTARY LOAD LOAD NET ROOF LOAD FACTOR COEFF (PSF) LEFT ROOF 60.00% 1.25 15.00 RIGHT ROOF 60.00$ 1.25. 15:00 UNBALANCED SNOW LOADS (SLL), (SLR) ROOF LIVE LOAD (LL ) = 20.000 PSF COEFFICIENTS TRIBUTARY LOAD LOAD NET ROOF LOAD FACTOR COEFF (PSF) LEFT ROOF 60.00% 1.25 15.00 RIGHT ROOF 60.00% 1.25 15.00 COEFFICIENTS LEFT•SIDEWALL LEFT.ROOF RIGHT ROOF RIGHT SIDEWALL I SIDEWALLS ROOF SIDEWALL CANOPY/OVERHANG SEISMIC -LOADS (EQ ) WIND FROM LEFT (WLL) 1.000 (PRESSURE) -0.875 (SUCTION ] -0.875 (SUCTION ) -0.500 (SUCTION ) ENDWALL WIND PRESSURE; (EWP) -0,.700 (SUCTION ) -0.875 (SUCTION ) -1.500 (SUCTION ) PERCENT SNOW LOAD = 0.000% SEISMIC ZONE MIN CTY SEISMIC ZONE STORY DRIFT LIMIT P DELTA LIMIT OMEGAO DEFLECT AMPLIF FACTOR Maximum P Delta Stability Coefficient = WIND FROM RIGHT . (WLR) -0.625 (SUCTION ) -0.875 (SUCTION ) -0.875 (SUCTION ) 0.800 (PRESSURE) ENDWALL WIND SUCTION (EWS) -0.700 (SUCTION ) -0.875 (SUCTION ) -1.500 (SUCTION ) INTERNAL PRESSURE (IP ) 0.000 0.000 0.000 0.000 F R A M E D E S I G N - L O A D S U M M A R Y I FACTOR DATE: 10/10/03 Na LATERAL FACTOR = 0.025 SOIL PROFILE = 0.100.1 Nv FACTOR = 3.150 ! Ct FACTOR TIME: 06:14 PM T FACTOR Ca FACTOR Cv FACTOR CADDS -------------=---------------------------------------- NET SEISMIC FACTOR i 0.00 Associated ------------------- PAGE: F 25 ORDER # 109095 BUILDER - NORTHVALLEYBUILDING BLDR CONTACT - Andy Wood BLDR ----------------------------------------- BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 PHONE (TYPE) # 530-345-7296 PROJ NAME = Bruce Blanchard - ENGR GRP Visalia DESIGN SYSTEM'FRAME # 02 DESCRIPTION LRF (WIDTH) 27'-0" (HEIGHT) (LIVE) 12'-2 1/2" 20 (WIND) (CODE/YEAR) (SLOPE) ----------------------------------------------------- PSF 80 MPH UBC 97 1.000 TO 12 WIND LOADS -------=-------------------------------------------- WIND LOAD LEFT= 80.000 MPH ( 17.317 PISF) MIN COUNTY WIND SPEED = 76 MPH WINDILOAD RIGHT WINDILOAD UPLIFT = 80.000 = 80.000 MPH ( MPH'( 17.317 17.317 PSF) PSF) INCLUDES 1.00 IMPORTANCE FACTOR WIND 'LOAD CASE = 1 i WINDiENCLOSURE = ENCLOSED i COEFFICIENTS LEFT•SIDEWALL LEFT.ROOF RIGHT ROOF RIGHT SIDEWALL I SIDEWALLS ROOF SIDEWALL CANOPY/OVERHANG SEISMIC -LOADS (EQ ) WIND FROM LEFT (WLL) 1.000 (PRESSURE) -0.875 (SUCTION ] -0.875 (SUCTION ) -0.500 (SUCTION ) ENDWALL WIND PRESSURE; (EWP) -0,.700 (SUCTION ) -0.875 (SUCTION ) -1.500 (SUCTION ) PERCENT SNOW LOAD = 0.000% SEISMIC ZONE MIN CTY SEISMIC ZONE STORY DRIFT LIMIT P DELTA LIMIT OMEGAO DEFLECT AMPLIF FACTOR Maximum P Delta Stability Coefficient = WIND FROM RIGHT . (WLR) -0.625 (SUCTION ) -0.875 (SUCTION ) -0.875 (SUCTION ) 0.800 (PRESSURE) ENDWALL WIND SUCTION (EWS) -0.700 (SUCTION ) -0.875 (SUCTION ) -1.500 (SUCTION ) INTERNAL PRESSURE (IP ) 0.000 0.000 0.000 0.000 4.220 PSF = 4.220 PSF INTERNAL SUCTION (IS ) 0.000 0.000 0.000 0.000 4.500 1.000 1.000 D 1.000 0.035 0.214 0.360 0.540 1.000 0.200 Seismic W - LEFT ROOF Seismic W - RIGHT ROOF i = 3 R FACTOR s = 3 I FACTOR Na LATERAL FACTOR = 0.025 SOIL PROFILE = 0.100.1 Nv FACTOR = 3.150 ! Ct FACTOR T FACTOR Ca FACTOR Cv FACTOR p FACTOR NET SEISMIC FACTOR i 0.00 Associated Load Combination 5 4.220 PSF = 4.220 PSF INTERNAL SUCTION (IS ) 0.000 0.000 0.000 0.000 4.500 1.000 1.000 D 1.000 0.035 0.214 0.360 0.540 1.000 0.200 F R A M E D'E S I G'N - L O A D C O M B4 N A T I O N S DATE: 10/10/03 TIME: 06:14 PM I CADDS ----------- =-'�-------------..---_ ---• --- ------- -- --- -- - - L PAGE: F 26 ORDER # 109095 1BUILDER - NORTH VALLEY BUILDING S - - -- BUILDER ---- ORDER --------- # ---- ------------ 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) - DESIGN SYSTEM FRAME # 02 - DESCRIPTION ---------------------------------7------------- LRF 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 LCN LOAD -DESCRIPTION STRESS MEMB P DELTA 'DESIGN LOADING GRP --- -------- LOADING --------- GRP ------------------------------------- LOADING GRP LOADING GRP LOADING GRP INCREASE STR LAT LONG CATEGORY PERCENT PERCENT PERCENT PERCENT PERCENT 1 DL + LL :1.000 N. N N . Std Des 100.00 DL 100.00 LL 2 DL + WLL; 1.333 N N N Std Des 100.00 DL 100.,00 WLL 3 DL + WLR 1.333 N N N Std Des 100.00 DL 100.00 WLR 4 DL + EQL/1.4 1.333 N Y N Std Des 100.00 DL 72.;00 EQ 5 DL + EQR/1.4 1.333 N Y N Std Des 100.00 DL -72.;00 EQ 6 PDL+0.70PL+2.80EQL 1.700 Y N N Axial C 100.00 DL 70.00 LL` 280.00 EQ 7 PDL+0.70PL+2.80EQR 1.700 Y N N Axial C 100.00 DL 70.00 LI; -280.00 EQ 8 0.85PDL + 2.80EQL 1.700 Y N N Axial_T 85.00 DL 280.00 EQ 9 0.85PDL + 2.80EQR 1.700 Y N N Axial T 85.00 DL -280.00 EQ 10 DL +2.80EQL 1.700 Y N N Conns 100.00 DL 280.00 EQ 11 DL +2.80EQR 1.700 Y N N Conhs 100.00 DL -280.00 EQ 12 DL + EWP 1.333 N N N Std;Des 100.00 DL 100.00 EWP I DATE: 10/10/03 ' F R A M E D E S I G N - A P t P L I E D L O A D S TIME: 06:14 PM CADDS ----------------------------------- _..--- --------------�---------_____------- PAGE: F 27 ORDER # 109095 BUILDER - BLDR CONTACT - Andy Wood DESIGN SYSTEM FRAME # 02 DESCRIPTION --------------------------------------------------------------------------------------------------- NORTH VALLEY BUILDING S BLDR PHONE # 530-345-7296 (TYPE) (WIDTH) (HEIGHT) LRF 27'-0" BUILDER 12'-2 1/2" ORDER # PROJ NAME - Bruce (LIVE) (WIND) 20 PSF 80 MPH 03-75 Blanchard (CODE/YEAR) UBC ---------------------------------- BUILDER ACCOUNT # ENGR GRP - (SLOPE) 97 1.000 TO 12 20-04-007-90 Visalia LOAD CASE (DL ) DEAD LOAD ------------ LOAD LABEL MEMBER NO JOINTS (START-END) LOAD TYPE DISTANCES FT FT X LOADS Y Z DIRECTION/ LOCATION DL DL 2 3 2 - 3 4 - 3 UNIF UNIF 0.00 13.50 13.50 27. 0.0 0.000 0.000 K/FT K/FT -0.083 K/FT -0.083 K/FT 0.000 0.000 K/FT K/FT LOAD CASE (LL ) LIVE LOAD LOAD LABEL MEMBER NO JOINTS (START-END) LOAD TYPE DISTANCES FT FT X LOADS Y Z DIRECTION/ LOCATION LL LL 2 3 2 - 3 .4 - 3 UNIF UNIF 0.00 13.50 13.50 27.00 0.000 0.000 K/FT K/FT -0.450 K!/FT -0.450 K/FT 0.000 0.000 K/FT K/FT LOAD CASE (WLL) WIND LOAD LEFT LOAD LABEL MEMBER NO JOINTS (START-END) LOAD TYPE DISTANCES FT FT X LOADS Y Z DIRECTION/ LOCATION WLL WLL WLL WLL 1 2 3 4 1 - 2 2 - 3 4,- 3 5 - 4 UNIF UNIF UNIF UNIF 0.00 .12.00 0.00 13.50 13.50 27.00 0.00 12.00 0.520 -0.455 0.455 0.260 K/FT K/FT K/FT K/FT 0.000 K/FT 0.455 K/FT 0.455 K/FT 0.000 K/FT 0.000 0.000 0.000 0.000 K/FT K/FT K/FT K/FT LOAD CASE (WLR) WIND LOAD RIGHT LOAD LABEL MEMBER NO JOINTS (START-END) LOAD TYPE DISTANCES FT FT X LOADS Y Z DIRECTION/ LOCATION WLR WLR WLR WLR 1 2 3 4 1- 2 2 - 3 4 - 3 5 - 4 UNIF UNIF UNIF UNIF 0.00 12.00 0.00 13.50 .13.50 27.00 0.00 12.00 I-0.325 ;-0.455 0.455 -0:416 K/FT K/FT K/FT K/FT 0.000 K/FT 0.455 K/FT 0.455 K/FT 0.000 K/FT 0.000 0.000 0.000 0.000 K/FT K/FT K/FT K/FT LOAD CASE (EQ ) SEISMIC LOAD LOAD LABEL MEMBER NO JOINTS (START-END) LOAD TYPE DISTANCES FT FT X LOADS Y Z DIRECTION/ LOCATION EQ EQ EQ EQ RACK 1 2 3 4 2 1 - 2 2 - 3 4 - 3 5 - 4. 2 - 3 UNIF CONC CONC UNIF CONC 0.00 12.00 0.00 27.00 0.00 12.00 0.00 ^ 0.005 0.342 0.342 0.005 0.500 K/FT KIP KIP K/FT KIP 0.000 K/FT 0.000 KIP 0.000 KIP 0.000 K/FT 0.000 KIP 0.000 0.000 0.000 0.000 0.000 K/FT IN-K IN-K K/FT IN-K Outside flange Outside flange Outside flange LOAD CASE (EWS) EW WIND SUCTION LOAD LABEL 1 JOINTS (START-END)7 LOAD TYPE DISTANCES FT FT. X LOADS Y I DIRECTION/ LOCATION EWS EWS EWS EWS RACK RACK 1 2 3 4 2 3 1 - 2 2- 3 4 - 3 5 - 4 2 - 3 4 - 3 UNIF UNIF UNIF UNIF CONC ICONC 0.00 0.00 13.50 0.00 0.00. 13.50 12.00 13.50 27.00 12.00 -0.364 i -0.455 0.455 0.364 0.860 0.860 K/FT K/FT K/FT K/FT KIP KIP F R A M E D E S I G N - A P P L I E D L O 1 D S P Delta Unit Story S DATE: 10/10/03 LOAD LABEL MEMBER NO JOINTS (START -END) LOAD TYPE DISTANCES FT FT' X TIME: 06:14 PM I Z DIRECTION/ LOCATION C 1 C 1 C 4 C 4 1 1 4 4 1 - 2 1 - 2 5 - 4 5 - 4 CONC CONC ,CONC CONC 0.00 10.82 0.00 10.82 � -0.500 0.500 -0.500 0.500 KIP KIP KIP KIP CADDS KIP KIP KIP KIP � 0.000 l 0.000 0.000 ; 0.000 IN -K IN -K IN -K IN -K I Neutral axis Neutral axis Neutral axis Neutral axis PAGE: F 28 ORDER BLDR O 10CT - CONTACT - Andy BUILDER - NORTH VALLEY BUILDING S Wood BLDR BUILDER ------^----------------------------------------------- ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 i PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia DESIGN SYSTEM FRAME # 02 ! (TYPE) (WIDTH) DESCRIPTION LRF 27'-0" (HEIGHT) (LIVE) (WIND) 12'-2 1/2" (CODE/YEAR) (SLOPE) --------------------------=---------------------------=----------------=-------- 20 PSF 80 MPH UBC 97 1.000 TO 12 LOAD CASE (EWP) EW WIND PRESSURE -- -------------------------------------------------- LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/' LABEL NO (START-END)i TYPE FT FT X Y Z LOCATION EWP 1 1 - 2 UNIF 0.00 12.00 -0.364 K/FT 0.000 K/FT 0.000 K/FT EWP 2 2 - 3 UNIF 0.00 13.50 -0.455 K/FT 0.455 K/FT 0.000 K/FT EWP 3 4 - 3 UNIF 13.50 27.00 0.455 K/FT 0.455 K/FT 0.000 K/FT EWP 4 5 - 4 UNIF 0.00 12.00 0.364 K/FT 0.000 K/FT 0•.000 K/FT RACK RACK 2 3 2 4 - 3 - 3 CONC CONC 0.00 13.50 -0.860 KIP 0.000 KIP 0.600 IN -K Outside flange -0.860 KIP 0.000 KIP I' 0.000 IN -K Outside flange LOAD CASE (EWS) EW WIND SUCTION LOAD LABEL MEMBER NO JOINTS (START-END)7 LOAD TYPE DISTANCES FT FT. X LOADS Y Z DIRECTION/ LOCATION EWS EWS EWS EWS RACK RACK 1 2 3 4 2 3 1 - 2 2- 3 4 - 3 5 - 4 2 - 3 4 - 3 UNIF UNIF UNIF UNIF CONC ICONC 0.00 0.00 13.50 0.00 0.00. 13.50 12.00 13.50 27.00 12.00 -0.364 i -0.455 0.455 0.364 0.860 0.860 K/FT K/FT K/FT K/FT KIP KIP 0.000 0.455 0.455 0.000 0.000 0.000 K/FT K/FT K/FT K/FT KIP KIP 0.000 0.000 0.000 0.000 ! 0.000 0.000 K/FT K/FT K/FT K/FT IN -K IN -K Outside flange Outside flange LOAD CASE (PDE) P Delta Unit Story S LOAD LABEL MEMBER NO JOINTS (START -END) LOAD TYPE DISTANCES FT FT' X LOADS Y I Z DIRECTION/ LOCATION C 1 C 1 C 4 C 4 1 1 4 4 1 - 2 1 - 2 5 - 4 5 - 4 CONC CONC ,CONC CONC 0.00 10.82 0.00 10.82 � -0.500 0.500 -0.500 0.500 KIP KIP KIP KIP 0.060 0.000 0.000 0.000 KIP KIP KIP KIP � 0.000 l 0.000 0.000 ; 0.000 IN -K IN -K IN -K IN -K I Neutral axis Neutral axis Neutral axis Neutral axis F R A M E D E S I G N - S E C T I O N P R O P E R T I E S DATE: 10/10/03 TIME: 06:14 PM CADDS -------------------------------------------------- PAGE: F 29 ORDER If 109095 BUILDER - NORTH VALLEY BLDR CONTACT - Andy Wood BLDR BUILDING PHONE S BUILDER # 530-345-7296 ORDER # 03-75 BUILDER ACCOUNT # 20-0.4-007-90 (TYPE) (WIDTH) PROJ NAME - Brice Blanchard ENGR GRP Visalia DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'-0" (HEIGHT) 12'-2 1/2" (LIVE) - 20 PSF (WIND) (CODE/YEAR) (SLOPE) ------------------------------------------------------- 80 MPH UBC 97 1.000 TO 12 MEMBER NO. 1 JOINTS 1- 2 � ----------------------------------------------------- SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 • WEB = 0.120 t INNFLANGE ER FLA r � - - 5.000 X 0.250 i ANAL SEC PTS. NO. DIST (FT) DEPTH (IN) AREA (IN2) IX (IN4) IY (IN4) RTO RTI WRX WRY WRTO! WRTI WDAFO WDAFI H/T LUBO LUBI i (IN) (IN) (IN) (IN) (IN)� (IN) (IN) (IN) RATIO (FT) (FT) 1 1 2 0.00 3.75 8.00 10.89 3.40 3.75 41.77 82.03 5.21 1.36 1.36 5.10 1.18 1.34 1.33 8.71 9.60 62.50 7.50 10.37 3 7.50 13.79 4.09 137.96 5.21 5.21 1.34 1.31 1.34 1.31 5.10 1.18 1.341 1.33 8.71 9.60 86.60 7.50 10.37 4 10.37 16.00 4.36 192.19 5.21 1.29 1.29 5.10 5.10 1.18 1.11 1.34 1.33 8.71 9.60 110.71 7.50 10.37 1.30 1.33 11.91 9.60 129.13 2.87 10.37 MEMBER NO. 2 JOINTS 2 - 3 SECTION NO.. 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.140 INNER FLANGE = 5.000 X 0.250 ANAL SEC PTS. NO. DIST '(FT) DEPTH (IN) AREA (IN2) IX (IN4) IY (IN4) RTO RTI WRX WRY WRTOi WRTI WDAFO WDAFI H/T LUBO LUBI (IN) (IN) (IN) (IN) (IN)` (IN) (IN) (IN) RATIO (FT) (FT) 1 1 2 1.92 3,.98 12.00 12.00 4.11 4.11 104.05 104.05 5.21 1.31 1.31 5.03 1.13 1.31, 1.31 9.60 9.60 82.14 3.99 2.07 3 8.98 12.00 4.11 104.05 5.21 5.21 1.31 1.31 1.31 1.31 5.03 1.13 1.31' 1.31 9.60 9.60 82.14 5.02 8.53• 4 12.48 12.00 4.11 104.05 5.21 1.31 1.31 5.03 5.03 1.13 1.13 1.311 1.31 9.60 9.60 82.14 5.02. 8.53 5 13.46 12.00 4.11 104.05 5'.21 1.31 1.31 5.03 1.13 1.31' 1.311 1.31 9.60 9.60 82.14 3.51 8.53 1.31 9.60 9.60 82.14 2.01 2.01 MEMBER NO. 3 JOINTS 4 - 3 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.140 INNER FLANGE = 5.000 X 0.250 ANAL SEC • PTS. NO. DIST (FT) DEPTH (IN) AREA (IN2) IX (IN4) IY (IN4) RTO RTI WRX WRY WRTO; WRTI WDAFO WDAFI H/T LUBO LUBI (IN) (IN) (IN) (IN) (IN); (IN) (IN) (IN) RATIO (FT) (FT) 1 1 2 1.92 3.98 12.00 12.00 4.11 4.11 104.05 104.05 5.21 5.21 1.31 1.31 5.03 '5. 1.13 1.311 1.31 9.60 9.60 82.14 3.99 2.07 3 8.98' 12.00 4.11 104.05 5.21 1.31 1.31 1.31 1.31 03 5.03 1.13 1.31 1.31 9.60 9.60 82.14 5.02 8.53 4 12.48 12.00 4.11 104.05 5.21 1.31 1.31 5.03 1.13 1.13 1.311 1.31 9.60 9.60 82.14 5.02 8.53 5 13.46 12.00 4.11 104.05 5.21 1.31 1.31 5.03 1.13 1.31 1.31 9.60 9.60 82.14 3.51 8.53 6 13.50 12.00 4.11 104.05 5.21 1.31 1.31 5.03 1.13 1.31 1.31; 1.31 9.60 9.60 82.14 2.01 2.01 1.31 9.60 9.60 82.14 2.01 2.01 F R A M E' D E S I G N - S E C T I O N P R O P E R T I E S DATE: 10/10/03 TIME: 06:14 PM CADDS , PAGE:* F 30 ORDER # 109095 BLDR CONTACT BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007,-90 -, Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard DESIGN (TYPE) (WIDTH) (HEIGHT) (LIVE)- (WIND) (CODE/YEAR) ENGR GRP - (SLOPE) Visalia SYSTEM FRAME # 02 DESCRIPTION LRF 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 MEMBER NO. .4 JOINTS 5 - 4 -------------------------------------------------------------------- SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST PTS. NO. (FT) DEPTH (IN) AREA i (IN2) IX (IN4) IY (IN4) RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI (IN) (IN) (IN) (IN) (IN) (IN). (IN) (IN) RATIO (FT) (FT) 1 1 0.00 2 3.75 8.00 10.89 3.40 3.75 41.77 82.03 5.21 1.36 1.36 5.10 1.18 1.34 1.33 8.71 9.60 62.50 7.50 10.37 3 7.50 13.79 4.09 137.96 5.21 5.21 1.34 1.31 1.34 1.31 5.10 5.10 1.18 1.34 1.33 8.71 9.60 86.60 7.50 10.37 4 10.37 16.00 4.36 192.19 5.21 1.29 1.29 5.10 1.18 1.11 1.34 1.33 8.71 9.60 110.71 7.50 10.37 i 1.30 1.33 11.91 9.60 129.13 2.87 10.37 '1 F R A M E D E S I G N - C O N T R O L L I N G S T R E S S DATE• 10/10/03' TIME: 06:14 PM CADDS 'PAGE: F 31 ORDER # 109095 BLDR CONTACT -,Andy BUILDER - Wood NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT -#--20-04-007-90 BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia DESIGN SYSTEM FRAME # 02 I tDESCRIPTION (TYPE) (WIDTH) LRF 27'-0" (HEIGHT) 12'-2 1/2" (LIVE) (WIND) (CODE/YEAR) (SLOPE) --- -------- ------ ------ ------- --------- ----------- ------- - 20 PSF 80 MPH UBC 97 1.000 TO 12 COLUMN -- `1 2 ' ----- ------- -------- ------- ---- ----- ----- ------ ------ ------ ----------- -- PT. DEPTH AREA SOX SIX AXIAL FORCE MOMENT -ALLOW FA STRESSES- FBO SHEAR ALLOW ---STRESS RATIOS --.COMB CONT NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) FBI (KSI) FORCE (KIPS) SHEAR (KIPS) QS QA CB O.FL I.FL STRESS COMB AXIAL BENDG BENDG RATIO M V 1* 2 8.00 10.89 3.40 3.75 10.44 15.06 10.44 15.06 7.57 0.00 33.00 31.54 33.00 6.54 23.07 1.00.1.00 1.75 0.07 0.00 0.00 0.07 1 2 3 13.79 4.09 20.02 19.48 -7.15 -7.15 206.73 43.99 '42.05 42.05 43.99 4.59 19.32 0.98 1.00-1.75 0.04 0.33 0.31 0.36 2 2 4* 16.00 4.36 24.03 24.03 -7.15 413.40 463.98 43.99 43.99 43.99 4.59 14.96 0.96 1.00 1.75 0.04 0.49 0.47 0.51 2 2 41.56 43.99 -1.91 9.57 0.94 1.00 1.05 0.04 0.46 0.44 0.48 2 1 ROOF BEAM 2 - 3 PT. DEPTH AREA SOX SIX AXIAL FORCE MOMENT -ALLOW FA STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) FBO (KSI) FBI (KSI) FORCE (KIPS) SHEAR (KIPS) QS QA CB O.FL I.FL STRESS COMB AXIAL BENDG BENDG RATIO M V 1* 2 12.00 12.00 4.11 4.11 17.34 16.87 17.34 16.87 -1.13 453.95 43.99 43.07 43.99 6.11 20.70 0.98 1.00 1.19 0.01 0.61 0.60 0.61 2 1 3 12.00 4.11 17.34 16.87 -1.16 -1.39 297.64 -214.67 43.99 43.07 43.99 6.10 20.70 0.98 1.00 1.69 0.01 0.41 0.46 0.46 2 1 4 12.00 4.11 16.87 16.87 2.26 208.50 43.99 33.00 43.99 32.31 32.79 3.68 20.70 0.98 1.00 1.00 0.01 0.33 0.39 0.39 3 1 5* 12.00 4.11 17.34 17.34 2.14 205.79 33.00 32.31 33.00 33.00 -3.13 27.60 0.98 1.00 1.14 0.02 0.38 0.43 0.41 1. 2 2.27 27.60 0.98 1.00 1.01 0.02 0.37 0.36 0.38 1 3 ROOF BEAM 4 - 3 PT. DEPTH AREA SOX SIX AXIAL FORCE MOMENT -ALLOW FA STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) FBO (KSI) FBI (KSI) FORCE (KIPS) SHEAR (KIPS) QS QA CB O.FL I.FL STRESS COMB AXIAL BENDG BENDG RATIO M V 1* 2 12.00 12.00 4.11 4.11 17.34 16.87 17.34 -1.67 437.69 43.99 43.07 43.99 6.10 20.70 0.98 1.00 1.19 0.01 0.59 0.57 0.59 3 3 12.00 4.11 17.34 16.87 16.87 -1.71 -0.83 285.11 -223.93 43.99 43.07 43.99 3.68 20.70 0.98 1.00 1.70 0.01 0.39 0.44 0.45 3 1 4 12.00 4.11 16.87 16.87 2.26 208.50 43.99 33.00 43.99 32.31 32.79 33.00 3.68 20.70 0.98 1.00 1.00"0.00 0.34 0.40 0.40 2 .1 1 I 5 12.00 4.11 17.34 17.34 2.14 205.79 33.00 32.31 33.00 -2.97 2.34 27.60 0.98.1.00 1.14 0.02 0.38 0.43 0.41 1 3 i 6* 12.00 4.11 17.34 17.34 2.14 205.70 33.00 32.31 33.00 2.32 27.60 0.98 1.00 1.01 0.02 0.37 0.36 0.38 1 2 i i 27.60 0.98 1.00 1.01 0.02 0.37 0.36 0.38 1 2 DATE: 10/10/03 F R A M E D E S I G N - C O N T R O L L I N G S T R E S S TIME: 06:14 PM; CADDS --------------- ---._- ---------------- PAGE: F .32 ORDER # 109095 BLDR CONTACT - Andy•Wood DESIGN SYSTEM FRAME -------------------------- ------------- BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BLDR PHONE # 530-345-7296 PROJ NAME - Bruce (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) # 02 DESCRIPTION LRF '27'-0" 12'-2 1/2" 20 PSF 80 MPH ------------------------------------------------------------------------------ ------------------------------------- BUILDER ACCOU14T # Blanchard ENGR GRP - (CODE/YEAR)- (SLOPE) UBC 97 1.000 TO 12 20-04-007-90 Visalia COLUMN 5 - 4 --- ---------------------- PT. DEPTH AREA NO. (IN) (IN2) SOX (IN3) SIX .(IN3) AXIAL FORCE (KIPS) -ALLOW MOMENT FA (IN-KIP) (KSI) STRESSES- FBO FBI (KSI) (KSI) SHEAR FORCE (KIPS) ALLOW SHEAR QS. (KIPS) QA CB ---STRESS AXIAL RATIOS--COMB O.FL I.FL STRESS BENDG BENDG RATIO CONT COMB M V 1* 8.00 3.;40 2 10.89 3.75 3 13.79 4.09 4* 16.00 .4.36 I. 10.44 15.06 20.02 24.03 10.44 15.06 19.48 24.03 7.57 -7.03 -7.03 -7.05 0.00 33.00 193.23 43.99 386.40 43.99 448.13 43.99 31.54 33.00 42.05 43.99 42.05 43.99 41.56 43.99 5.85 4.29 4.29 3.62 23.07 1.00 19.32 0.98 14.96 0.96 12.76 0.94 1.00 1.75 1.00 1.75 1.00 1.75 1.00 1.07 0.07 0.04 0.04 0.04 0.00 0.00 0.31 0.29 0.46 0.44 0.45 0.42 0.07 0.33 0.48 0.46 1 3 3. 3 3 3 3 12 DATE: 10/10/03 F R A M E D E S I G N - W E L D S U'M M A R Y , TIME: 06:14 PM CADDS PAGE: F 33--------------------------------------------------- I ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BtDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) . (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF, 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 ----------------------------------------------------------- PART WEB WEB FLG-TO-WEB FILLET ALLOW CONTROLLING NO. SECT THK STRESS ,SIZE SHEAR MEMB ANAL LOAD i (IN) (KIPS/IN) (KIPS/IN) NO. PT COND OV84164 1 0.120 0.569 1/8 2.620 1 1 2 OV84168 1 0.140 0.431 1/8 2.620 2 1 1 i THE FLANGE -TO -WEB SHEAR VALUES SHOWN HAVE BEEN I ADJUSTED FOR WIND LOAD TO SHOW THE EQUIVALENT LIVE LOAD F R A M E D DATE: 10/10/03 E S I G N - S P L I C E S U M M A R Y TIME: 06:14 PM CADDS PAGE: F 34 ------------------------------- BLDR CONTACT CT ORDER # 10- BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 � Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 -----------------7------------------ ----------------------------------------------------------- THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGESiFOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS F R A M E DATE: 10/10/03 D E S I G N - R E A C T I O N S TIME: 06:14 PM CADDS PAGE: F 35 -----------------------------------------------=-------------------------------------------------------=--------- ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE# 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH). (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'0"------12'_2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 ------------------------------------------------------R ----------------------------------------------------------------- POSITIVE REACTION DIRECTION H KIPS Horizontal Force to Right V 2---3---4 V KIPS Vertical Force Up +---H / 1 5 Z A604 A604 ## P Delta Analysis Performed ## ' No. Loading Combination 1H 1V SH 5V Sum H Sum V 1 DL + LL 2.14 7.51 -2.14 7.51 0.00 15.02 2 DL + WLL -6.77 -6.95 -2.59 -2.46 -9.36 -9.42 3 DL + WLR 2.82 -2.57 6.07 -6.84 8.89 -9.42 4 DL + EQL/1.4 -0.08 1.03 -0.86 1.84 -0.94 2.87 5 DL + EQR/1.4 0.86 1.84 0.08 1.03 0.94 2.87 6 PDL+0.70PL+2.80EQL not applicable 7 PDL+0.70PL+2.80EQR not applicable 8 0.85PDL + 2.80EQL not applicable 9 0.85PDL + 2.80EQR not applicable 10 DL +2.80EQL not applicable 11 DL +2.80EQR not applicable 12 DL + EWP ,1.46 -3.90 0.26 -5.52 1.72 -9.42 F R A M E D E S I G N - R E A C TSI O N S' DATE: 10/10/03 TIME: 06:14 PM CADDS -- ------ -------- ----------------------------------------------------------------------------------------= PAGE: F 36 ORDER # 169095 BUILDER - BLDR CONTACT - Andy Wood NORTH VALLEY BUILDING BLDR S BUILDER ORDER # 03-75 BUILDER --- ACCOUNT # 20-04-007-90 PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia DESIGN SYSTEM FRAME # 02 DESCRIPTION (TYPE) LRF (WIDTH). 27'-0" (HEIGHT) 12'-2 1/2" (LIVE) (WIND) (CODE/YEAR) -(SLOPE) -------------------------------------- 20 PSF 80 MPH UBC 97 1.000 TO 12 POSITIVE REACTION DIRECTION ------------------------------------------------------------------- R H KIPS Horizontal Force to Right V 2---3---4 V KIPS Vertical Force Up / 1 5 Z A604 A604 ID Load Case 1H 1V 5H 5V Sum H Sum V I DL DEAD LOAD 0.39 1.43 -0.39• 1.43 0.00 2.87 LL LIVE LOAD 1.75 6.07 -1.75' 6.07 0.00 12.15 WLL WIND LOAD LEFT -7.16 -8.39 -2.20; -3.90 -9.36. -12.28 WLR WIND LOAD RIGHT 2.43 -4.01 6.47- -8.28 8.89 -12.28 EQ SEISMIC LOAD -0.65 -0.56 -0.65 0.56 -1.30 0.00 EWP EW WIND PRESSURE 1.07 =5.33 0.65• -6.95 1.72 -12.28 EWS EW -WIND SUCTION -0.66 -6.95 -1.06 -5.33 -1.72 -12.28 r PDE P Delta Unit Story S 0.00 -0.43 0.00; 0.43 0.00 0.00 I i F R A M E .D E S I G N - STRES S SUMMARY DATE: 10/10/03 CADDS: TIME: 06:14 PM -------------- -------- --------------------------------- ------------ PAGE: F 37 ' - - ORDER # 109095 BUILDER - NORTH VALLEY.BUILDING S -------------- BUILDER ORDER # ---------------- 03-75 ------------------- BUILDER ACCOUNT --------- - - -- -- # -20-04=007-90 BLDR CONTACT'- Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME -t- Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ------------------------------------------------------------------------------------------------------------------------------------ # 02 DESCRIPTION LRF 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 MEMBER NO. 1 JOINT 1 - 2 ' ------------ - --------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 10.37 55. 3i 3.75 FT 8.00 IN 16.00 i IN 5.000 X .250 .120 5.000 X .250 0.509 2 CONTROLLING ACTIONS . ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 -7.15 413.40 -1.75 20.65 20.65 43.99 42.05 43.99 4.59 14.96 0.307 2 MEMBER NO. 2 JOINT 2 - 3 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB' COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO GOND 1 13.50 55. 4 5.00 FT 12.00 IN 12.00 IN 5.000 X .250 .140 5.000 X .250 0.608 2 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD, NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 -1.13 453.95 -0.27 26.18 26.18 43.99 43.07 43.99 6.11 20.70 0.295 1 MEMBER NO. 3 JOINT 4 - 3 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB, COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK: INNER FL. RATIO COND 1 13.50 55. 5 5.00 FT 12.00 IN 12.00 IN 5.000 X .250 .140 5.000 X .250 0.586 3 CONTROLLING ACTIONS ---AXIAL--- .---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) ,(KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO GOND ` 1 -1.67 437.69 •-0.41 25.24 25.24 43.99 43.07 43.99 6.10 20.70 0.294 1 F R A M E D E S I G N - STRES S SUMMARY DATE: 10/10/03 TIME: 06:14 PM CADDS --------------.---------------------------=------------------------------------------------------------------------------------------ PAGE: F 38 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME.- Bruce Blanchard ENGR GRP - Visalia '.DESCRIPTION (TYPE) (WIDTH) (HEIGHT) (LIVE)'. (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME -------------------------- # 02 - LRF 27'-0" ----------------------------------------------------- 12'-2 1/2" 20 PSF' 80 MPH UBC 97 1.000 TO 12 MEMBER NO. 4. JOINT 5 - = 4 --------------- -- i -------------------------- SECT. LENGTH YIELD NO. ------- MAX SEG DEPTH AT DEPTH AT WEB. COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 10.37 55. 3; 3.75 FT 8.00 IN 16.00 IN 5.000 X 250 .120 5.000 X 250 0.478 3 CONTROLLING ACTIONS ---AXIAL--- i --- MAXIMUM STRESSES--= ---ALLOWABLE STRESSES --- --------------SHEAR-------------- ' SECT.IFORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) •(KIPS) RATIO COND 1 -7.03 386.40. -1.72 19.30 19.30 43.99 42.05 43.99 4.29 14.96 0.287 3 i F R A M E D E DATE: 10/10/03 S I G N - J O I N T D E F L E C T I O N S TIME: 06:14 PM_ CADDS -------------------------------------------------- PAGE: F 39 ORDER # 109095_ BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH)- (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 :DESCRIPTION LRF27'_------ 0" ° 12'_2 1/2 20 PSF 80 MPH UBC 97 1.000 TO 12 ------------- -- ------ POSITIVE DEFLECTION DIRECTION R H INCHES Horiz. Deflection to Right V 2---3---4 V INCHES Vertical Deflection Up +---H li 5 Z A604 A604 ## P Delta Analysis Performed ## No. Loading Combination Cd 2H 2V 3H 3V 4H 4V 1 DL + LL N -0.034 -0.008 0.000 -0.456 0.034 -0.008 2 DL + WLL N 1.200 -0.030 1.172 0.312 1.151 0.040 3'DL + WLR N -1.094 0.038 -1.114 0.300 -1.139 -0.029 4 DL + EQL/1.4 N 0.191 -0.007 0.196 -0.082 0.203 0.004 5 DL + EQR/1.4 N -0.203 0.004 -0.196 -0.085 -0.190 -0.007 12 DL + EWP N -0.354 0.016 -0.367 0.238 -0.381 -0.006 M E M B E R D E F L E C T I O N S DATE: 10/10/03 , TIME: 06:14 PM CADDS PAGE: F 40 ORDER # 109095 BUILDER - NORTH VALLEY.BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT -;--20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE #, 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) {HEIGHT) - (LIVE) (WIND) (CODE/YEAR)" (SLOPE) DESIGN SYSTEM IFRAME # 02 -------------------------------------------------- DESCRIPTION LRF 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 POSITIVE DEFLECTION DIRECTION R H INCHES Horizontal to the Right V +-2-+-3-+ V INCHES Vertical Up +---H 1 4 z MAXIMUM MEMBER DEFLECTIONS MEMBER 1H MEMBER 2V MEMBER 3V MEMBER 4H No. Loading Combination PT DEFL PT DEFL PT DEFL PT DEFL 1 DL + LL 3 -0.090 6 -0.456 6 -0.456 3 0.090 2 DL + WLL 1 5 1.200 6 0.312 3 0.382 5 1.151 3 DL + WLR 5 -1.094 3 0.365 6 .0.300 5 -1.139 4 DL + EQL/1.,4 5 0.191 3 -0.089 6 -0.082 5 0.203 5 DL + EQR/l.'4 5 -0.203 6 -0.085 3 -0.090 5 -0.190 12 DL + EWP 5 -0.354 4 0.246 6 0.238 5 -0.381 -R- OV84168 OV84168 0 0 F R A M E D E S I G N - F R A M E L A Y O U T 4 4 DATE: 10/10/03 6 6 4 4 1 TIME: 06:14 PM CADDS ----------------------------- -----=------------------------ PAGE: F ORDER BLDR CONTACT # 109095 BUILDER - NORTH VALLEY BUILDING S _ Andy Wood BUILDER ORDER # _ 03-75 BUILDER ACCOUNT # __ 20-04-007-90 1 BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia DESIGN SYSTEM'FRAME # 02 I' (TYPE) DESCRIPTION (WIDTH) LRF (HEIGHT) (LIVE)' 1/2" (WIND) (CODE/YEAR) (SLOPE) ---------- -----_27'-0" ----- -----121-2 20 PSF, 80 MPH UBC 97 1.000 TO 12 ,LEFT SIDE ' --------=------------------------------------ RIGHT SIDE --------------- SLOPE (P/12.) = 1.000 1 SLOPE (P/12.) 1.000 DIST. TO RIDGE = 13.500 FT. DIST. TO RIDGE = 13.500 FT. COLUMN OFFSET, = 8.000 IN. COLUMN OFFSET - 8.000 IN. GIRT DEPTH = 8.000 IN. GIRT DEPTH - 8.000 IN. PURLIN DEPTH = 9.500 IN. (PURLIN LJNINSULATED), PURLIN DEPTH - 9.500 IN. I SPAN WIDTHS (LEFT TO. RIGHT) SPAN 1 = 27.000 FT. ' -R- OV84168 OV84168 0 0 V V 8 8 4 4 1 I 1 I 6 6 4 4 1 SPLICE DESIGN - CONTENTS DATE: 10/10/03 TIME: 06:14 PM CADDS ORDER BLUR CONTACT 11 109095 - -------------------------------------------------------------- BUILDER - NORTH Andy Wood VALLEY BUILDING R 1311.T.T.DFR ORDER 11 03-75 BUILDER ACCOUNT # 20-04-007-90 ------------------------:--------------------------------------------------=- BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia (TYPE) '(WIDTH) ---- i (HEIGHT) (LIVE) -------- ------ (WIND) ------ (CODE/YEAR) (SLOPE) (UNIT) (FRAMELINES) PAGE NO DESIGN FRAME O1 EWDS 27'-0" " 12'-2 1/2 20 PSF. 80 MPH ----------__ UBC 97 1 -000 -TO -12 ! _ _ i S 1 DESIGN FRAME # 02 LRF i27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 -z 5 18 C:\109095.RDB S P L I C E DATE: 10/10/03 D E S I G N - C 0 V E R S H E E T TIME: 06:14 PM CADDS PAGE: S --------------------------------------------------------------------------------------------------------------- ORDER # 109095 BUILDER -NORTH VALLEY BUILDING S BUILDER ORDER # , . 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWDS 27'-0" .12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 ---------------------------------------- ------------------------------------- RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - VISALIA QUANTITY OF LIKE.FRAMES 2 STRESS RATIO LIMIT 1.0311 COVER SHEET SIGN CONVENTIONS APPLIED LOADS SUMMARY PART DIMENSIONS BOLTS / SPLICE PLATE INFORMATION REPORTS SELECTED BOLT LOADS / ALLOWABLES LAYOUT SKETCH FLANGE / WEB PLATE INFORMATION WELD INFORMATION SPL MEMB SEQ Connection ! SPLICES SELECTED GROUP INFORMATION NUM NUM NUM' Description----- ! NUM Connection Plate Opt ! --- --- --------------- + ---- ----------- ;-------- + 1 01 1 'Pinned Base Plate 16 Analysis Only 2 01 2 'Knee Splice 17 Analysis Only 5 02 1 Ridge 18 Analysis Only ASSEMBLY INFORMATION NUM Stiffener Opt ------Weld Opt ------- ------------------- OV84178 01 Analysis Only OV84178 02 Analysis Only OV84182 01 Analysis Only OV84182 02 Analysis Only OV84182 02 Analysis Only --------------- Design w/ Combined Welds Design w/ Combined Welds Design w/ Combined Welds Design w/ Combined Welds Design w/ Combined Welds 11 S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 10/10/03 TIME: 06:14 PM CARDS ----------------------------------------- _--------------------------------------------------------------------- PAGE: S 1 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING BLDR CONTACT ;-' Andy Wood i BLDR S BUILDER ORDER # 03-75, BUILDER ACCOUNT # 20-04-007-90 PHONE # 530-345-7296' PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM, FRAME # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" .20 PSF 80 MPH UBC 97 '12 SPLICE # 01 --------------------------- TYPE : --------------------------------------------------------------------------------------------------------- Pinned Base Plate No Ext Corner - 1.000 TO S Nuts LOAD DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y STRESS MEMBER NO ------------------------ CATEGORY (kips) --------------- (kips) (kips) -------------- FACTOR ------ STRENGTH -------- 1 DL + LL Std Des 4.06 1.01 0.b0 1.00 N 2 DL + WLL Std Des -2.73 72.74 0.00 1.33 N 3 DL + WLR Std Des -0.73 1.38 0.00 1.33 N 4 DL + EQL/1.4 Std Des 0.47 -0.16 0.00 1.33 N 5 DL + EQR/1.4 Std Des 1.05 0.51 0.00 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2,.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR I Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type. 11 DL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 12 DL + EWP Std Des -0.91 1.40. 1.01 1.33 N 13. DL + EWS, Std Des -2.55 -0.33. -0.89 1.33 N 'P A R T D I M E N S I O N S Column Sidewall Endwall Dimensions at Connection Flg. to Flg. Dimension i 12.0001, Offset from Structure Line 8.0001, Main Flange Dimensions 6.000" Adjacent Depth Change Information Distance to Depth Change 101- 4.125" Flg. to Flg. Dimension 12.0001, Adj. P1. Angle (Degrees) 0.000 i B O L T S / S P L I C E P L A T E DATE: 10/10/03 TIME: 06:14 PM CADDS - - - - - - ---------------------------------- PAGE:.S 2 ORDER # 109095 BUILDER.- NORTH VALLEY BUILDING S BUILDER BLDR CONTACT _ And Wood ---------------___==---------------------------- ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 Y BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP —Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 60 MPH UBC 97 1.000 TO 12 SPLICE # 01 l; TYPE Pinned Base Plate ------------------------------- Ext Corner - S Nuts S P L I C E P L A T E -------No ------------------------ PLATE TYPE,' STANDARD PART NUMBER 0042653 ORIENTATION NORMAL . PLATE WIDTH 8.000" PLATE LENGTH 12.500" PLATE THICKNESS 0.500" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.000" DESIGN STRESS RATIO 0.074 CONTROLLING COND. 2 CONTROLLING LOCATION Outer Row 2 B O L T I N F O R M A'T I O N BOLT DIAMETER 0.750" i BOLT GAGES - INNER: 4.000" BOLT TYPE A307 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW OUTER 1 2 3.000" OUTER 2 2 7.000" 4.000" C O N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE 145.000 ( In -2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD GOND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.065 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.642 KSI CONCRETE STRESS RATIO I 0.035 i i 0 S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 10/10/03 TIME: 06:14 PM' CADDS --------------------- - ., -..--•------- PAGE: S 3 ORDER BLDR CONTACT It 109095 - Andy BUILDER - NORTH Wood VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-047007-90 BLDR (TYPE) PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia DESIGN SYSTEM FRAME # O1 DESCRIPTION EWDS (WIDTH) 27'-0" (HEIGHT) (LIVE) 12'-2 1/2" 20 PSF (WIND) (CODE/YEAR) (SLOPE) SPLICE # O1 TYPE Pinned Base Plate--- 80 MPH UBC 97 1.000 TO 12 Ext Corner - S Nuts B O L T L O A D S A L L O W / A B ----No L E S ---------------------------------------- LOAD OUTERIEDGE NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER .4 INNER EDGE INNER 3 INNER 2 INNER 1 fv Act. SHEAR TENSION COLUMN SIDE ---'-------------------------- (Kips per Bolt) ------------------------------ (Ksi) Fv All. (Ksi) ft Act. (Ksi) Ft All. (Ksi) 1 Total Section is in Compression 0:000 10.000 2 0.684 0.684 3 0.183 0.183 1.548 13.330 1.547 26.660 4 Total Section is in Compression 0.781 13.330 0.414 26.6600.000 5 Total Section is in Compression 13.330 6 Category 3 Load Combination - Does not apply to Splice Design. 0.000 13.330 . 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 0.228 0.228 13 0.638 0.639 0.979 13.330 0.516 26.660 i 0.537 13.330 1.445 26.660 0 OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 -+--------- 3.000" 4.000" 12.000" 5.500" --------------- +- 4.000"-+ FFFFFFFFFFFFFFFFFFFFFFF W O W o W W W O W O W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF ----------------------------- S P L I C E D E SiI G N - L A Y O U T S K E T C H DATE: 10/10/03 TIME: 06:14 PM CADDS ----------------------------------7---------------------------------------------------------------------------- PAGE: S 4 ORDER # 109095. BUILDER - NORTH VALLEY BUILDING Si BUILDER ORDER # BLDR CONTACT -+Andy Wood BLDR PHONE #1530-345-7296' 03-75 BUILDER ACCOUNT # 20-04-007-90 (TYPE) (WIDTH) PROJ NAME (HEIGHT) (LIVE) - Bruce (WIND) Blanchard (CODE/YEAR) ENGR GRP - Visalia DESIGN SYSTEM FRAME # 01 DESCRIPTION EWDS ;27'-0" 12'-2 1/2" 20 PSF 80 MPH (SLOPE) SPLICE # 01 TYPE Pinned Base Plate; UBC 97 1.000 TO 12 ------------------------------------------------- No No Ext Corner - S Nuts PLATE 0042853 COLUMN 8.000" X 12.500".X 0.500" BOLTS: 0.750" DIA A307 NO WASHERS OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 -+--------- 3.000" 4.000" 12.000" 5.500" --------------- +- 4.000"-+ FFFFFFFFFFFFFFFFFFFFFFF W O W o W W W O W O W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF ----------------------------- COLUMN SIDE OUTER 1 Main Flange INNER 1 Main Flange DESCRIPTION PART NO. COLUMN SIDE Main Web COLUMN SIDE DESCRIPTION f OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate COLUMN SIDE DESCRIPTION Main Web Web to Splice Plate 0.250 X 5.000 N G E A N D W E B P L A T E I N F O R M A T I 0.021 DATE: 10/10/03 0.250 X 5.000 M A T I O N 0.500 0.07 O N 1.05 49.50 TIME: 06:14 PM 1 W E B P L A T E S ------------------------- PENETRATION -------- CADDS --------------------------------------------- ------------------------------------=----------------=--------------------------------- Near S. Far S. Near --------- Side Far Side TENSION Win) SHEAR ALLOW . CSR Win) Win) LOAD PAGE: S 5 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BLDR CONTACT - Andy Wood BLDR BUILDER ORDER # 03-75 BUILDER ACCOUNT # .20-04-007-90 -- SHEAR.--- PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard EN_GR GRP - Visalia X IL (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) ------------- DESIGN SYSTEM FRAME ## 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 SPLICE # 01 TYPE Pinned Base Plate- 1.86 29.33 2.07 1.000 TO 12 1.05 49.50 0.063 2 ----------------- F O R M A T No Ext Corner -'S Nuts F L A N G E P L -- -- A T E S ----------------------- ------------------ LOCATION DESCRIPTION PART NO. SIZE DIST FROM ----------_ MAXIMUM STRESSES ----------- ------=------------ T X W X L - TENSION COMPRESSION CSR LOAD -------- Inches CSR EDGE ACT. ALLOW ACT. ALLOW COND In Face Win) --------- (In.) (Ksi) (Ksi) (Ksi) (Kai) COLUMN SIDE OUTER 1 Main Flange INNER 1 Main Flange DESCRIPTION PART NO. COLUMN SIDE Main Web COLUMN SIDE DESCRIPTION f OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate COLUMN SIDE DESCRIPTION Main Web Web to Splice Plate 0.250 X 5.000 0.000 0.28 43.99 1.05 49.50 0.021 1 0.250 X 5.000 M A T I O N 0.500 0.07 43.99 1.05 49.50 0.021 1 W E B P L A T E S ------------------------- PENETRATION -------- MAXIMUM STRESSES Near S. Far S. Near --------- Side Far Side TENSION Win) SHEAR ALLOW . CSR Win) Win) LOAD ------------------ MAXIMUM STRESSES ------- T X SIZE W -- SHEAR.--- - TENSION - COMPRESSION CSR LOAD X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) 0.120 1.86 29.33 2.07 43.99 1.05 49.50 0.063 2 W E L D I N F O R M A T I O.N" F L A N G E 11 P L A T E S FULL ------- STRENGTH ---- ------------ FILLET ---- WELD SIZE ------=------------ -------- MAXIMUM STRESSES ------- Out Face In Face --------- PENETRATION --------- Out Face, TENSION SHEAR ALLOW CSR LOAD In Face Win) (k/in) (k/in) COND 1/8n 0.02 3.71 0.006 12 1/8" 0.01 3.71 0.002 12 W E L D I N F 0 R M A T I O N W E B P L A T E S ----------I--------- WELD SIZE - LENGTH - ---- FILLET -=---------- ------------------------- PENETRATION -------- MAXIMUM STRESSES Near S. Far S. Near --------- Side Far Side TENSION Win) SHEAR ALLOW . CSR Win) Win) LOAD COND 1/8" 1/8" 0.25 0.22 6.53 0.051 2 1 'i S P L I C E D E S I,G N - A P P L I E D L O A D S S U M M A R Y -2.88 DATE: 10/10/03. DL + WLR 'Std Des -0.87 0.20 -87.71 4 DL + EQL/1.4 Std Des TIME: 06:14 PM 5 DL + EQR/1.4 Std Des 0.91 -0.48 1 -64.15 6 CADDS 'Axial C Category 3 '-------- 7 PDL+0.70PL+2.80EQR ------------------- Category 3 Load Combination PAGE: S 6--------------- ORDER BLDR CONTACT # 109095 BUILDER - NORTH - Andy Wood VALLEY BUILDING S BLDR•PHONE BUILDER ORDER # 03-75 BUILDER,ACCOUNT # 20-04-007-90 Axial T Category 4 Load Combination 10 #530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia 11 DL +2.80EQR Conns (TYPE) (WIDTH. (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) -1.05 DESIGN SYSTEM FRAME # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 SPLICE # 02 TYPE -7------------------------------------------------------------------------------------------------------- Ext Col Roof Beam Knee 1.000 TO 12 O/I Extens Flg LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO ---- -------------------- CATEGORY ;-------- (kips) -------------- (kips) (in -k) FACTOR -------- ------ STRENGTH -------- 1 DL + LL 'Std Des 3.92 =1.01 1-131.28 2 DL + WLL Std Des -2.88 0.20 208.65 3 DL + WLR 'Std Des -0.87 0.20 -87.71 4 DL + EQL/1.4 Std Des 0.33 0.13 19.22 5 DL + EQR/1.4 Std Des 0.91 -0.48 1 -64.15 6 PDL+0.70PL+2.80EQL 'Axial C Category 3 Load Combination 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination 8 0.85PDL +• 2.80EQL Axial T Category 4 Load Combination 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination 10 DL +2.80EQL° Conns -0.51 1.02 : 139.65 11 DL +2.80EQR Conns 1.75 -1.37 ;-184.57 12 DL + EWP Std Des -1.05 0.82 -53.59 13 DL + EWS `Std Des -2.70 2.55 170.55 1.00 N 1.33 N 1.33 N 1.33 N 1.33 N - Does not apply to Splice Design. - Does not apply to Splice Design. - Does not apply to Splice Design. - Does not apply to Splice Design. 1.70 Y 1.70 Y 1.33 N 1.33 N P A RIT D I M E N S I O N'S Column Roof Beam Dimensions at Connection Flg. to Flg. Dimension 12.000" 12.000" Part Slope 1.000:.TO 12 Conn. Plate Angle (Degrees) 4.764 4.764; Offset from Structure Line 8.000" 0.1251!' Main Flange Dimensions. Outer Flange'Width 5.000" Thickness 0.250" Inner Flange Width Thickness 5.000". Adjacent Depth Change Information 0.250". Distance to Depth Change 101- 4.125" 11'-10.997" Flg. to Flg. Dimension Adj. P1. Angle (Degrees); 12.000" 12.000" 0.000 0.000 BOLT DIAMETER BOLT TYPE WASHERS BOLT # BOLTS ROW IN ROW OUTER 1 2 OUTER 2 2 B O L T I N F O R M A T I O N v 0.625" BOLT GAGES - INNER: 2.750" A325 ANO DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM EDGE PREV ROW ROW IN ROW EDGE PREV ROW 1.125" 4.125" 3.000" W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR INNER 2 2 INNER 1 2 4.125" 3.000" 1.125" S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 10/10/03 TIME: 06:.14 PM CADDS --------------------------------------------------------------------------------- PAGE: S 7 ORDER # 109095 BUILDER BLDR CONTACT - Andy Wood - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR,PHONE # 530-345-7296 PROJ NAME Bruce Blanchard ENGR GRP - Visalia DESIGN SYSTEM;FRAME # (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 -------------'------------- TYPE Ext Col - '---------- -------------------------------------------------------------------=----------------------- Roof Beam Knee 0/2 Extens Flg S P L I C E P L A T E COLUMN SIDE ROOF BEAM SIDE PLATE TYPE, STANDARD FLANGE PLATE PART NUMBER 0042867 ORIENTATION NORMAL PLATE WIDTH 6.000" 5.000" PLATE LENGTH 16.750" PLATE THICKNESS 0.375" 0.250" PLATE YIELD STRESS 55.00 KSI 55.00 KSI PLATE OFFSET 2.37511 DESIGN STRESS RATIO 0.373 i 0.683 CONTROLLING COND. 2 2 CONTROLLING LOCATION Inner Flg 2 Inner Row 1 BOLT DIAMETER BOLT TYPE WASHERS BOLT # BOLTS ROW IN ROW OUTER 1 2 OUTER 2 2 B O L T I N F O R M A T I O N v 0.625" BOLT GAGES - INNER: 2.750" A325 ANO DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM EDGE PREV ROW ROW IN ROW EDGE PREV ROW 1.125" 4.125" 3.000" W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR INNER 2 2 INNER 1 2 4.125" 3.000" 1.125" S P L I C E D E S I G N - B 0 L T L O A D S / A L L O W A B L E S DATE: 10/10/03 TIME: 06:14 PM CADDS ---------------------- ---------------------------------------------------------------------------------------------------------- PAGE: S 8 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER -ACCOUNT -#--20-04-007-90 BLDR CONTACT -, Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) ENGR (CODE/YEAR) GRP - (SLOPE) Visalia DESIGN SYSTEM FRAME # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 SPLICE # 02 TYPE Ext Col Roof Beam Knee 1.000 O/I Extens TO 12 ------------- --------------- '------------ Flg B O L T L O A D S / A L L O W ------------------ A B L E S ------------------------------- LOAD OUTER EDGE NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER EDGE INNER 1 fv SHEAR TENSION - ---- - --------- - ----- - - ------- (Kips per Bolt) ------------------------ Act. Fv All. ft Act. Ft All. COLUMN SIDE ------ (Ksi) (Ksi) (Ksi) (Ksi) 1 2 3.015 0.000 1.744 0.000 I 0.000 0.000 0.544 21.000 9.826 43.996 3 2.415 1.541 j 3.768 5.866 0.180 27.993 19.120 58.652 4 0.000 0.000 0.000 0.000 0.112 27.993 7.870 58.652 5 1.589 I 0.280 0.468 0.043 27.993 1.527 58.652 6 Category 3 Loadoad Combination - Does not apply to 0.000 Splice Design. 0.000 0.226 27.993 5.179 58.651 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply Co Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 11 0.000 4.674 0.000 2.861 2.354 3.747 0.432 23.205 12.213 56.094 12 1.531 0.994 I 0.000 0.000 0.615 23.205 15.234 56.090 13 0.000 0.000 0.000 0.000 0.426 27.993 4.990 58.647 3.096 4.813 1.142 27.993 15.686 58.617 ! B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER14 INNER 3 INNER 2. INNER EDGE SHEAR TENSION ------------------------------ (Kips P Per Bolt) ------------------------------ INNER 1 fv Act. Fv All. ft Acta Ft All. ROOF BEAM SIDE (.Ksi) (Ksi) (Ksi) (Ksi) 1 2 2.827 0.0 00 1.704 0.000 0.000 0.000 0.279 21.000 9.214 43.996 3 2.330 1.539 3.753 5.642 0.015 27.993 18.389 58.652 4 0.00,0 0.000 I 0.000 0.000 0.053 27.993 7.594 58.652 5 1..504 0.944 0.279 0.446. 0.066 27.993 1.455 58.652 6 Category 3 Load Combination - Does not apply to 0.000 Splice Design. 0.000 0.164 27.993 4.902 58.651 7 Category 3 Load Combination - Does not apply to Splice Design. e Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. . 10 0.000 0.000 11 4.435 2.815 2.358 3.607 0.397 23.205 11.756 56.094 12 1.497 1.007 0.000 0.000 0.496 23.205 14.457 56.090 13 0.000 0.000 0.000 0.000 0.366 27.993 4.878 58.647 i 3.130 4.680 0.962 27.993 15.255 58.617 i S P L I C E D E S I G N L A Y O U T S K E T C H DATE: 10/10/03 i ' TIME: 06:14 PM CADDS ----------------------- : ------------------- --------------- PAGE: S 9 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BLDR-CONTACT Andy Wood, ------------=-------------------------------------------=------ BUILDER.ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 - BLDR PHONE # 530-345-7296 PROJ NAME_ - Bruce Blanchard ENGR GRP Visalia DESIGN SYSTEM FRAME # 01 (TYPE) (WIDTH) DESCRIPTION EWDS 27'-0" (HEIGHT) (LIVE) 12'-2 1/2" (WIND) (CODE/YEAR) (SLOPE) SPLICE # 02 TYPE : Ext Col Roof Beam 20 PSF Knee 80 MPH UBC 97 1.000 TO 12 ------- -----------------------=----------------- O/I Extens Flg SPLICE PLATE •0042867 6.000" X 16.750" 'COLUMN X 0.375" ------------------------------------------------------------ SIDE -->!<-- ROOF BEAM SIDE BOLTS: 0.625 DIA A325 NO WASHERS I USE EXIST. FLG.: 5.000" X 0.250" +- 2.750"-+ -+---------+--- --------------------- v------- ---+- 1.125" W 2.375" W 2.375" -+--- 0 W .0 OUTSIDE FLANGE 0.250 X 5.000 3.000" FFFFFFFFFFFFMSMSMSMSMSM MAIN STIFFENER 0042872 W 0.250 X 2.500 X 11.000 NS/FS W W W W W W W W W W W W MAIN WEB 8.500" 12.042" W 12.000" 0.120 W MAIN WEB W i 0.120 W W W W W W W t W ! W W W W -+--- 0 W 0 INSIDE FLANGE 3.000"_ FFFFFFFFFFFFMSMSMSMSMSM 0.250 X 5.000 _ MAIN STIFFENER 0042872 W 0.250 X 2.500 X 11.000 NS/FS 1.125" W W -+------------- --=------------------" S' P -L I C E D E S I G N - F L A'N G E A N D W E B P L A T E I N F O R M DATE: 10/10/03 I• A T I O N TIME: 06:14 PM CADDS --------------------------- ---------------------------------- PAGE: S 10 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER BLDR CONTACT - Andy Wood BLDR ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia DESIGN SYSTEM FRAME # (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 SPLICE # 02 TYPE Ext Col - Roof Beam Knee ------------------------------------------------------- O/I Extens TO 12 Flg F L A N G E P L A T E S - LOCATION DESCRIPTION PART NO. SIZE DIST FROM _ ---------- MAXIMUM STRESSES ----------- T X W X L - TENSION COMPRESSION CSR LOAD -------- Inches --------- EDGE ACT. ALLOW ACT. ALLOW COND (In.) (Ksi) (Ksi) (Kai) (Kai) COLUMN SIDE OUTER 2 Main Flange INNER 2 Main Flange 0.250 0.250 X 5.000 2.375 9.23 50.49 10.84 65.98 0.183 1T X 5.000 2.333 11.59 43.99 8.37 49.50 0.263 2 ROOF BEAM SIDE OUTER 2 Main Stiffener INNER 2 Main Stiffener 0042872 0.250 0042872 0.250 X 2.500 X 11.000 2.375 5.39 50.49 8.58 65.98 0.130 2 X 2.500 X 11.000 I 2.375 6.96 43.99 6.82 49.50 0.158 2 W E B P L A T E S DESCRIPTION PART NO. SIZE ------------------ -- SHEAR MAXIMUM STRESSES ------- T ---- X --------- W X OL X Inches --- IL ACT. ALLOW - TENSION ACT. ALLOW COMPRESSION ACT. ALLOW CSR LOAD COND -------------- i (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web ROOF BEAM SIDE 0.120 2.01 29.33 11.24 43.99 10.52 65.98 0.255 2 Main Web 0.120 12.29 23.58 18.81 43.99 13.68 65.98 0.521 2 W E li D I N F O R M A T I O N COLUMN SIDE FLAN G E P L A T E S DESCRIPTION FULL _--_-_- -------- WELD SIZE -----------=------- STRENGTH ---- FILLET ------------- 'In PENETRATION --------- -------- TENSION MAXIMUM STRESSES SHEAR ALLOW -------- CSR Out Face Face Out Face In Face (k/in) (k/in) (k/in) LOAD COAD OUTER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 2.36 12.63 0.187 11 INNER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 2.97 11.00 0.270 2 W E L D I N F O R M A T I O N DATE: 10/10/03 TIME: 06:14 PM CADDS ------------------------------------------------------------------------------------=--------------------- PAGE: S 11 ORDER It 109095 BUILDER - NORTH VALLEY BLDR CONTACT - Andy Wood BLDR BUILDING S: BUILDER ORDER # 03-75 BUILDER ACCOUNT.# --- 20-04-007-90 PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 SPLICE # 02 TYPE : Ext Col,- Roof Beam Knee ------------------------------------------------------------------- O/I Extens 1.000 TO 12 Flg O R M A T I O N COLUMN SIDE W E B P L A T E S------------------- DESCRIPTION _______________________ WELD SIZE ------ -------- MAXIMUM STRESSES -------- - LENGTH.- __ FILLET --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 1/8" 1.35 0.04 7.42 0.182 2 W E L D I N F O R M A T I O N ROOF BEAM SIDE FLANGE P L A T E S DESCRIPTION FULL --- ---- - - ----- WELD SIZE ------`------------- STRENGTH ---- FILLET ------------- PENETRATION --------- -------- TENSION MAXIMUM STRESSES,-- SHEAR ALLOW CSR ---- Out Face In Face Out Face In Face Win) Win) Win) LOAD COND OUTER 2 Main Stiffener Stiffener to Inner Flg 1/8" 1/8" Stiffener to Web Plate 1/8" 1.35' 6.34 0.212 11 0.49 2.47 0.197 2. INNER 2 Main Stiffener Stiffener to Inner Flg 1/8" 1/8" Stiffener to Web Plate 1.74 7.42 0.39 1.86 0.234 0.209 2 1 W E L D I N F O R M A T I O N ROOF BEAM SIDE I W E B P L A T E S DESCRIPTION --------------------- WELD SIZE ------- - LENGTH - ---- FILLET ------------ PENETRATION --------- -------- TENSION MAXIMUM STRESSES SHEAR ALLOW - CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Inner Flange 17.000" 1/8" 1/8" 2.38 1.28 6.99 0.386 2 -50% MOMENT CAPACITY +50% MOMENT CAPACITY 1 DL + LL 2 DL + WLL 3 DL + WLR 4 DL + EQL/1.4 5 DL + EQR/1.4 6 PDL+0..70PL+2.80EQL 7 PDL+0.70PL+2.80EQR 8 0.85PDL + 2.80EQL 9 0.85PDL + 2.80EQR 10 DL +2.80EQL 11 DL +2.80EQR 12 DL + EWP 13 DL + EWS Std Des 0.00 0.00 -279.15 Std Des 0.00 0.00 279.15 Std Des 1.01 -0.07 123.18 Std Des -0.49 -0.95 -57.96 Std Des -0.33 1.04 -57.96 Std Des 0.33 -0.31 20.57 Std Des 0.02 0.30 22.73 Axial C Category 3 Load Combination Axial C Category 3 Load Combination Axial T Category 4 Load Combination Axial T Category 4 Load Combination Conns Category 2 Load Combination Conns Category 2 Load Combination Std Des -1.81 0.99 -36.51 Std Des -1.96 -0.65 -46.86 Dimensions at Connection Flg. to Flg. Dimension Part Slope_, Conn. Plate Angle (Degrees) Main Flange Dimensions Adjacent Depth';Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) t 1.00 N 1.00 N 1.00 N 1.33 N 1.33 N 1.33 N 1.33 N - Does not apply to Splice Design. - Does not apply to Splice.Design: - Does not apply to Splice Design. - Does not apply to Splice Design. - Does not apply to this Splice Type- - Does not apply to this Splice Type. 1.33 N 1.33 N P A R,T D I M E N S I O N S Left Right Roof Beam Roof Beam 12.000" 1.000 TO 12- 4.764 13'- 6.000" 12.000" 0.000 12.000" 1.000 TO 12 4.764 131- 6.000" 12.000" 0.000 A P P L I E D L 0 A•D S S U M M A R Y DATE: 10/10/03 T_IM_E: 06:14 PM CADDS ------------------------------ --------------- --- _..---------_-------- PAGE: S 12 ORDER BLDR CONTACT - ii 109095, BUILDER NORTH -' Andy Wood VALLEY BUILDING BLDR S� BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007.-90 PHONE#.530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia DESIGN SYSTEM FRAME # 01 (TYPE) DESCRIPTION EWDS (WIDTH) 27'-0" (HEIGHT) 12'-2 1/2" (LIVE) 20 (WIND) (CODE/YEAR) (SLOPE) SPLICE # 05 TYPE Ridge. PSF 80 MPH UBC 97 1.000 TO 12 0/I Extens - Comp Bm LOAD DESCRIPTION DESIGN AXIAL SHEAR ----------------------------------------------------- MOMENT STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) -------------- (kips (in -k) FACTOR -------- ------ STRENGTH -------- -50% MOMENT CAPACITY +50% MOMENT CAPACITY 1 DL + LL 2 DL + WLL 3 DL + WLR 4 DL + EQL/1.4 5 DL + EQR/1.4 6 PDL+0..70PL+2.80EQL 7 PDL+0.70PL+2.80EQR 8 0.85PDL + 2.80EQL 9 0.85PDL + 2.80EQR 10 DL +2.80EQL 11 DL +2.80EQR 12 DL + EWP 13 DL + EWS Std Des 0.00 0.00 -279.15 Std Des 0.00 0.00 279.15 Std Des 1.01 -0.07 123.18 Std Des -0.49 -0.95 -57.96 Std Des -0.33 1.04 -57.96 Std Des 0.33 -0.31 20.57 Std Des 0.02 0.30 22.73 Axial C Category 3 Load Combination Axial C Category 3 Load Combination Axial T Category 4 Load Combination Axial T Category 4 Load Combination Conns Category 2 Load Combination Conns Category 2 Load Combination Std Des -1.81 0.99 -36.51 Std Des -1.96 -0.65 -46.86 Dimensions at Connection Flg. to Flg. Dimension Part Slope_, Conn. Plate Angle (Degrees) Main Flange Dimensions Adjacent Depth';Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) t 1.00 N 1.00 N 1.00 N 1.33 N 1.33 N 1.33 N 1.33 N - Does not apply to Splice Design. - Does not apply to Splice.Design: - Does not apply to Splice Design. - Does not apply to Splice Design. - Does not apply to this Splice Type- - Does not apply to this Splice Type. 1.33 N 1.33 N P A R,T D I M E N S I O N S Left Right Roof Beam Roof Beam 12.000" 1.000 TO 12- 4.764 13'- 6.000" 12.000" 0.000 12.000" 1.000 TO 12 4.764 131- 6.000" 12.000" 0.000 S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 10/10/03 TTMR: 06:14 PM CADDS PAGE: S 13 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING BLDR CONTACT - Andy Wood S. BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20,-04-00'/-9U BLDR PHONE #•530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 05 SPLICE # --------------- -------------.------------------------'.----------------------------------------------------------------------------- TYPE Ridge --- g O/I Extens - Com Bm P S P L I C E P L A T E BOTH SIDES PLATE TYPE STANDARD PART NUMBER 0042867 ORIENTATION NORMAL PLATE WIDTH' 6.000" PLATE LENGTH 16.750" PLATE THICKNESS 0.375" PLATE YIELD.STRESS 55.00 KSI PLATE OFFSET 2.37511 DESIGN STRESS RATIO 0.677 CONTROLLING COND. -50% CONTROLLING LOCATION Side 1 Outer Flg 2 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT #1 BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.125" INNER 2 2 4.125" 3.000" OUTER 2 2 4.125" 3.000" INNER 1 2 1.125" B O L T L O A D S / A L L O W A B L E S • DATE: 10/10/03 TIME: 06:14 PM CADDS --------------------------------------' -------------------------------------- PAGE: S 14 ORDER BLDR ff 109095 CONTACT - Andy BUILDER - NORTH Wood VALLEY BUILDING S BLDR BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 SPLICE # 05 TYPE : Ridge 1.000 Extens TO 12 - Comp Bm ----------------- A L L O W --O/I A B L E S --------------------------------------- LOAD NO OUTER EDGE OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER EDGE SHEAR TENSION ----- ------------------------- (Kips per Bolt) ------------------------------ INNER 1 fv Act. Fv All. ft, Act. Ft All. LEFT ROOF BEAM SIDE (Ksi) (Kei) (Ksi) (Ksi) -50% +50% 7.36.1 0.000 4.601 0.000 0.000 0.000 0.000 21.000 23.991 44.060 1 0.000 0.000 4.611 7.390 0.000 21.000 24.088 44.000 2 1.577 1.001 1.922 3.140 0.005 21.000 10.236 44.000 3 1.577 1.001. 0.000 0.000 0.403 27.993 5.141 58.646 4 0.000 0.000 0.000 0.000 0.413 27.993 5.141 58.646 5 0.000 0.000' 0.301 0.503 0.113 27.993 1.639 58.652 6 Category 3 Load Combination - Does not apply to 0.376 Splice Design. 0.602 0.123 27.993 1.963 58.651 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 13 1.192 1.465 0.818 0.988 0.000 0.000 0.340 27.993 3.885 58.648 0.000 0.000 0.329 27.993 4.775 58.648 B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER EDGE INNER 1 fv Act. SHEAR Fv All. TENSION RIGHT ------------------------------ ROOF BEAM SIDE (Kips p per Bolt) ------------------------------ (Ksi) (Ksi) ft Act. (Ksi) Ft All. (Ksi) -50% +5096 7.361 0.000 4.601 0.000 0.000 0.000 0.000 21.000 23.991 44.000 1 0.000 0.000 4.611 7.390 0.000 21.000 24.088 44.000 2 1.577 1.001 1.922 3.140 0.005 21.000 10.236 44.000 3 1.577 1.001 0.000 0.000 0.403 27.993 5.141 58.646 4 0.000 0.000 0.000 0.000 0.413 27.993 5.141 58.646 5 0.000 0.000 0.301 0.503 0.113 27.993 1.639 58.652 6 Category 3 Load Combination - Does not apply to 0.376 Splice Design. 0.602 0.123 27.993 1.963 58.651 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 13 1.192 1.465, 0.818 0.988 0.000 0'.000 0.340 27.993 3.885 58.648 1 0.000 01.000 0.329 27.993 4.775 58.648 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 i i 12.042" 8.500" 3.000" 1.125" 1 -+------------- 0 W 0 W W W W W W W W W W W W W W W W W W W W W W W W W W W o W 0 W FFFFFFFFFFFFFFFFFFFFFFF 0 0 12.( 142" MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 1 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 10/10/03 TIME: 06:14 PM CADDS ------------------'------------_------------- ----------'.----------------------------------------- PAGE: S •15 ORDER # 109095 BUILDER NORTH VALLEY BUILDING S BLDR CONTACT - Andy Wood BLDR BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia I (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM,FRAME # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 SPLICE # 05 TYPE Ridge 4 1.000 TO 12 ------ -----------------------------------------------------------=------- - Comp Bin SPLICE PLATE .0042867 / 6.000" X 16.750" LEFT ROOF X 0.375" BEAM SIDE >l<-- RIGHT ROOF -O/I-Extens BEAM SIDE BOLTS: 0.62511 DIA A325 NO.WASHERS +- 2.750"-+ -+---------+--- ----------------------------- ---+- 1.125" 2.375" 2.375" -+--- 0 0 OUTSIDE FLANGE 3.000" FFFFFFFFFFFFFFFFFFFFFFF OUTSIDE FLANGE 0.250 X 5.000 I W ' 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 i i 12.042" 8.500" 3.000" 1.125" 1 -+------------- 0 W 0 W W W W W W W W W W W W W W W W W W W W W W W W W W W o W 0 W FFFFFFFFFFFFFFFFFFFFFFF 0 0 12.( 142" MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 S P L I C.E D E S I G N - F L A.N G E A N D W E B P L A T E I N F O R M A T I O N DATE: 10/10/03. TIME: 06:14 PM CADDS PAGE: S 16 - ------------------------------------------ ORDER H 109095 BUILDER NORTH VALLEY DUILDING S BUILDER ORDER # U3-'75 - - - - BUILDER ACCOUNT # 20-04-007-90 - BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) ' (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION' EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 05 1 TYPE Ridge --- O/I Extens - Comp Bm ------------------ --------------------------------------- F,L A N G E P L A T E S --------= MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Kai) LEFT ROOF BEAM SIDE OUTER 2 Main Flange INNER 2 Main Flange 0.250 X 5.000 2.375 14.59 33.00 15.60 49.50 0.442 -50t 0:250 X 5.000 2.333 14.52 33.00 15.54 49.50 0.440 +50* RIGHT ROOF BEAM SIDE OUTER 2 Main Flange. INNER 2 Main Flange 0.250 0.250 X 5.000 2.375 14.59 33.00 15.60 49.50 0.442 -50t X 5.000 2.333 14.52 33.00 15.54 49.50 0.440 +50$ W E B P L A T E S DESCRIPTION PART NO. SIZE ------------------ MAXIMUM STRESSES ----------- ! T X W X - SHEAR --- - TENSION - COMPRESSION CSR LOAD OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW GOND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) LEFT ROOF BEAM SIDE Main Web RIGHT ROOF BEAM SIDE 0.120 0.73 29.33 13.75 33.00 15.17 49.5 0 0.417 +50% Main Web 0.120 f 0.73 29.33 13.75 33.00 15.17 49.50 0.417 +50.% W E L D I N F O R M A T I O N' � LEFT ROOF BEAM SIDE L A N G E 'P L A T E S DESCRIPTION FULL -- -----F----------- WELD SIZE ------------------- STRENGTH ----.FILLET ---- --------- PENETRATION --------- -------- TENSION MAXIMUM SHEAR STRESSES ALLOW -------- CSR LOAD ! Out Face In Face Out Face In Face (k/in) (k/in) (k/in) GOND OUTER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 3.74 8.25. 0.453 -50% INNER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 3.72 8.25 0.451 +50% S P L I C E D E DATE: 10/10/03 S I G N - W E L D I N F O R M A T I O N ' TIME: 06:14 PM CADDS PAGE: S 17 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75BUILDER ACCOUNT 20-04-007-,90 # BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 01 DESCRIPTION EWDS 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 .1.000 TO 12 SPLICE # 05 TYPE Ridge O/I Extens - Comp Bm - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - ---------- - - - - - - - ------------------------------------------- LEFT ROOF BEAM SIDE W E L D I N F O R M A T I ON WE B P L A T E S DESCRIPTION j ------------------WELD SIZE ----------------- ---- ---- MAXIMUM STRESSES -------- LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) COND Main Web Web to Splice Plate RIGHT ROOF BEAM SIDE DESCRIPTION OUTER 2 Main Flange Flange to :Splice Plate INNER 2 Main Flange Flange to Splice Plate I i RIGHT ROOF BEAM SIDE DESCRIPTION Main Web Web to Splice Plate 1/8" 1/8" 1.65 5.57 0.296 +50% W E L D. I N F O R M A T I O N F L A N G E P L A T E S ---------------- FULL --= STRENGTH ---- FILLET ---- WELD SIZE -------- MAXIMUM STRESSES ------- " --------- Out Face In Face PENETRATION --------- Out Face TENSION SHEAR ALLOW CSR LOAD In Face (k/in) (k/in) (k/in) GOND YES 3/16" 3/161,3.74 8.25 0.453 -5'0% YES 3/16" 3/16" W E L D I N F O R M A T I O N W E B P L A T E S -------------------------WELD SIZE ------------------------- - LENGTH - FILLET ------------ PENETRATION --------- Near S. Far S. Near Side .Far Side 1/8" 1/8" 3.72 8.25 0.451 +50% -------- MAXIMUM STRESSES -------- TENSION SHEAR ALLOW CSR -LOAD (k/in) (k/in) (k/in) GOND 1.65 5.57 0.296 +50% C:\109095.RDB S P L I C E D DATE: 10/10/03 E S I G N - C O V E R S H E E T TIME: 06:14 PM CADDS ----------------------------------------------------- PAGE: 5 ----------------------------------------------------------------------------- ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT #-- 20-04-.007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 ------------------------------------------- ------------------------------------------------- RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - VISALIA QUANTITY OF LIKE FRAMES 1 STRESS RATIO LIMIT 1.031 COVER SHEET ,SIGN CONVENTIONS :APPLIED LOADS SUMMARY PART DIMENSIONS BOLTS / SPLICE PLATE INFORMATION I REPORTS SELECTED BOLT LOADS / ALLOWABLES LAYOUT SKETCH FLANGE / WEB PLATE INFORMATION WELD INFORMATION SPL MEMB SEQ Connection ! SPLICES -SELECTED GROUPINFORMATION NUM NUM NUM . Description ! NUM Connection Plate Opt ! --- --- --- -------------------- + ---- --------------------------- + 1 01 1 Pinned Base Plate 13 Analysis Only 2 01 2 Knee Splice 14 Analysis only 5 02 1. Ridge 15 Analysis Only ASSEMBLY INFORMATION NUM :, -------, -- Stiffener Opt ----------------- Weld Opt ------------------------ OV84164.01 Analysis Only Design w/ Combined Welds OV84164'02 Analysis Only Design w/ Combined Welds OV84168 01 Analysis Only Design w/ Combined Welds OV84168 02 Analysis Only Design w/ Combined Welds OV84168 02 Analysis Only Design w/ Combined Welds P A R T D I. M E N S I O N S Column Dimensions at,Connection !S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 10/10/03 Flg. to Flg. Dimension 16.000" Adj. P1. Angle (Degrees), 0.000 TIME: 06:14 PM CADDS PAGE: `S 18 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING ___ S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT -i Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1:000 TO 12 SPLICE # 01 --------------------------------------------------------- TYPE : Pinned Base Plate' ----------------------------------------------------------------------------- No Ext SW Pin - S Nuts LOAD DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y STRESS MEMBER NO ---- ( -------------------- 'CATEGORY (kips) --------------- (kips) (kips) -------------- FACTOR ------ STRENGTH -------- 1 DL + LL Std Des 7.51 2.14 0.00 1.00 N 2. DL + WLL Std Des -6.95 -6.77 0.00 1.33 N 3 DL + WLR Std Des -2.57 2.82 0.00 1.33 N 4 DL + EQL/1.4 Std Des 1.03 -0.08 0.00 1.33 N 5 DL + EQR/1.4 Std Des 1.84 0.86 0.00 1.33 N 6 PDL+0.70PL+2.BOEQL 'Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70'PL+2.80EQR 'Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDLI+ 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL;+ 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10. DL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type.. 11 DL +2.BOEQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 12 DL + EWP Std Des -3.90 1.46 ' 0.00 1.33 N P A R T D I. M E N S I O N S Column Dimensions at,Connection Flg. to Flg. Dimension 8.0001, Offset from Structure Line 8.000" Main Flange Dimensions Adjacent Depth Change Information Distance to Depth Change 101- 4.458° Flg. to Flg. Dimension 16.000" Adj. P1. Angle (Degrees), 0.000 C O N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE 121.000;( In"2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD GOND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.148 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.870 KSI CONCRETE STRESS RATIO 0.079• B O L T S / S P L I C E P L A T E DATE: 10/10/03 TIME: 06:14 PM CARDS -`---------.--------------------------•-----.-.,.. PAGE: S 19 ORDER 11'109095 BUILDER NORTH VALLEY BUILDING S BLDR CONTACT-- Andy Wood BLDR BUILDER ORDER #.os ______ _ ___ 03-75 BUILDER ACCOUNT # 20-04-007-90 PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 SPLICE # 01 •TYPE Pinned Base Plate' No Ext SW Pin 1.000 TO 12 --------------------------------------------------------------------------------- - S Nuts S P L I C E P L A T E PLATE TYPE STANDARD PART NUMBER i' 0044051 ORIENTATION NORMAL PLATE WIDTH 9.000" PLATE LENGTH I 9.000" PLATE THICKNESS 0.500" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET, 0.500" DESIGN STRESS RATIO 0.169 CONTROLLING COND. 1 CONTROLLING LOCATION Cat. 2 Compression I B O L T I N F O R M A T I O N BOLT DIAMETER 0.750" BOLT GAGES - INNER: 4.000" BOLT TYPE A307 . WASHERS NO BOLT # BOLTS DIST;FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 2.500" INNER 1 2 2.500" C O N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE 121.000;( In"2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD GOND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.148 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.870 KSI CONCRETE STRESS RATIO 0.079• I. S P L I C E D E S I G N - B O L T L. G A D S / A L L O W A B L E S DATE: 10/10/03 TIME: 06:14 PM* CADDS ------.----------------- -------------------------------=---------------------------------------------------- - PAGE: S 20 ORDER BLDR CONTACT it 109095 - Andy BUILDER - NORTH Wood VALLEY BUILDING S BUILDER ORDER # BLDR 03-75 BUILDER ACCOUNT -#--20-04-007-90 PHONE # 530-345-7296 PROJ NAME -Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF ' 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01, iTYPE Pinned Base Platei -------------------------------------------------------------------------- No Ext SW Pin - S Nuts B O L T• L O A D S / A L L O W A B L E S LOAD NO OUTER EDGE OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER EDGE INNER 4 INNER 3 INNER 2 INNER 1 fv SHEAR TENSION -------------------= ---------- (Kips per,Bolt) ------------------------------ Act. Fv All. ft Act. Ft All. COLUMN SIDE (Ksi) (Ksi) (Ksi) (Ksi) 1 i Total Section is in Compression 0.000 10.000 2 3 1.738 0.643 1.739 3.830 13.330 3.936 26.660 4 Total Section is in Compression 0.644 1.595 13.330 1.457 26.6600.000 5 i Total Section is in Compression 0.000 13.330 13.330 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to,Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination— Does not apply to this Splice Type. 12 0.974 0'..975 0.828 13.330 2.207 26.660 DATE: 10/10/03 L A Y O U T S K E T C H ' ARDS TIME: 06:14 PM CPAGE: S 21 --- - -PAGE: ----1 ----------------------------'--_---------------------------------------------------------------------------------- ORDER It 109095 BUILDER NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT -#--20-04-007-90 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE If 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) . (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME If 02 DESCRIPTION LRF 27'-011' 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE If 01 ;TYPE Pinned Base Plate! No Ext SW Pin - S Nuts ------------------------------------------------------------------------- --------------------------------------------------------- SPLICE PLATE 0044051 'COLUMN BOLTS: 0.750" DIA A307 NO WASHERS 9.000" X 9.000" X 0.500" +- 4.000"-+ 0.5001, ----+---------+-.-- ----------------------------- OUTSIDE FLANGE 2.500" ! FFFFFFFFFFFFFFFFFFFFFFF 0.250 X 5.000 i W -+--- O W O W W W W W i W W W W W W W W. W W W I MAIN WEB j 4.000"8.50011 W 0.120 W W W W j W W. W W W W W W W W W t W W -+--- O W O 2.500" W INSIDE FLANGE I — FFFFFFFFFFFFFFFFFFFFFFF 0.250 X 5.000 +------------------------------------------ S P L I C E D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N DATE: 10/10/03 TIME: 06:14 PM ADDS CPAGE: ------------------------------------------------------------------------------------------------------------ S 22 ORDER It 109095 BUILDER - NORTH VALLEY BUILDING S' BUILDER ORDER # 03-75 BUILDER ACCOUNT #. 20-04-007-90 BLDR CONTACT —Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01TYPE --------------=-------------!--------------•------------------------------------------------- Pinned Base Plate, No Ext SW Pin - S Nuts F.L A N G E P L A T E S LOCATION DESCRIPTION (PART NO. SIZE DIST FROM ----------- MAXIMUM STRESSES - TENSION ----------- T X W X L - COMPRESSION CSR LOAD EDGE ACT. ALLOW ACT. ALLOW GOND --------.Inches--------- (In.) (Ksi) (Ksi) (Kai) (Ksi) COLUMN SIDE OUTER 1 Main Flange INNER 1 Main Flange 0.250 X 5.000 0.250 0.500 1.49 43.99 2.21 49.50 0.045 1 X 5.000 0.500 1.49 43.99 2.21 49.50 0.045 1 W E B P L A T E S DESCRIPTION PART NO. SIZE ------------- -- SHEAR --- MAXIMUM STRESSES ---=--------------- - TENSION - COMPRESSION CSR LOAD T X W X, OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.120 7.52 29.33 3.59. 43.99 2.21 49.50 0.256 -2 W E L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face I (k/in) (k/in) (k/in) COND OUTER 1 Main Flange Flange to Splice Plate 1/8" 0.38 3.71 .0.103 2 INNER 1 , Main Flange Flange to Splice Plate 1/8" 0.38 3.71 0.103 2 W E L D I N F O R M A T I O N COLUMN SIDE W E B P L A T E S DESCRIPTION -------------------- WELD SIZE ------------------------- LENGTH - ---- FILLET --- --------- PENETRATION --------- -------- TENSION MAXIMUM STRESSES -------- SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) COND Main Web Web to Splice Plate 1/8" 1/18" 0.43 0.90 5.65 0.177 2 S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 10/10/03 TIME: 06:14 PM CADDS PAGE: S 23 ORDER tl 109095 BUILDER NORTH VALLEY BUILDING S BLDR CONTACT - Andy Wood BLDR BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 PHONE #'530-345-7296 (TYPE) PROJ NAME - Bruce Blanchard ENGR GRP -.Visalia DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF (WIDTH) (HEIGHT) 27'-0" 12'-2 1/2" (LIVE) 20 (WIND) (CODE/YEAR) (SLOPE) SPLICE # 02 TYPE Ext Col Roof Beam Knee PSF 80 MPH UBC 97 1.000 TO 12 ----------------------------- ------------------------------------------------------------------------------ 2 Row Outer Hmhd - Horiz LOAD DESCRIPTION . DESIGN AXIAL SHEAR i MOMENT STRESS MEMBER NO-- ---------------------- CATEGORY (kips) --------------- (kips) (in -k) --------------- FACTOR ------ STRENGTH ---------- ------- -50% -50% MOMENT CAPACITY Std Des 0.00 0.00 -286.13 1.00 N +50% MOMENT CAPACITY Std Des 0.00 0.00 286.13 1.00 N 1 DL + LL Std Des 7.41 -2.15 -236.85 1.00 N i 2 DL + WLL Std Des -7.10 1.70 463.98 1.33 N 3 DL + WLR Std Des -2.72 '0.35 -142.32 1.33 N 4 DL + EQL/1.4 Std Des 0.94 0.04 11.37 1.33 N 5 DL + EQR/1.4 Std Des 1.74 -0.83 -97.82 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design: 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns -0.28' 1.31 169.09 1.70 Y 11 DL +2.80EQR Conns 2.91 -2.09 �-255.55 1.70 Y 12 DL + EWP Std Des -4.04, 2.09 .'� 47.11 1.33 N i i P A R T D I M E N S I O N S ' I Column Roof Beam Dimensions at Connection Outside Hammerhead Dimension 7.875" Flg. to Flg. Dimension 16.000" 12.0001, Part Slope Conn. Plate Angle (Degrees) 0.000 1.000 TO 12 Offset from Structure Line 8.000" 0.000 0.125" Main Flange Dimensions Outer Flange Width Thickness 5.000" Inner Flange Width 0.250" Thickness 5.000" Adjacent Depth Change Information 0.250° Distance to Depth Change 101- 4.458" 111- 6.997" Flg. to Flg. Dimension 8.000" 12.000" Adj. P1. Angle (Degrees) 0.000 0.000 O L T S / S P L I C E P L A T E DATE: 10/10/03 TIME: 06:14 PM CADDS ----------------------------------------------------------:----------------------------------- PAGE: S 24 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S' —Andy BUILDER ORDER # -------------- 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT Wood BLDR PHONE #1530-345-7296 PROJ NAME:- Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) ;(WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 SPLICE # 02 TYPE Ext Col Roof Beam Knee ------------------------------------------------------------------------------- 2 Row Outer Hmhd 1.000 TO 12 - Horiz S P L I C E P L A T E BOTH SIDES PLATE TYPE STANDARD PART NUMBER 0042912 ORIENTATION, NORMAL PLATE WIDTH 6.000" PLATE LENGTH 23..875" PLATE THICKNESS ! 0.375" PLATE YIELD'STRESS i 55.00 KSI PLATE OFFSET 0.000" DESIGN STRESS RATIO 0.404 CONTROLLING,COND. 2 CONTROLLING'LOCATION Side 1 Inner Row 1 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE IA325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.625" INNER 2• 2 6.625" 5.000" OUTER 2 2 6.625" 5.000" INNER 1i 2 1.625" W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 10/10/03 TIME: 06:14 PM CA DS ------------------------------------------------------------------------------------------------- i GE PAGE: S 25 oRUER # lugu9b, BUILUEK - NUHTH VALLEY }BUILDING S. BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 - BLDR CONTACT Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE #'02 TYPE : Ext Col -,Roof -----------------------------------------------------------=----------------------------------- Beam Knee 2 Row Outer Hmhd - Horiz B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ----=------------------------- (Kips per Bolt) ------------------------------ (Kai) (Kai) (Kai) (Kai) COLUMN SIDE , -50% 4.491 2.883 0.000 0.000 0.000 21.000 14.639 44.000 +50% 0.000 0.155 2.975 4.301 0.000 '21.000 14.020 44.000 1 3.120 1.776 0.000 0.000 0.874 21.000 10.168 43.962 2 0.000 0.692 5.952 8.427 0.692 27.993 27.467 58.634 3 2.470 1.675 0.000 0,000 0.144 27.993 8.052 58.651 4 0.000 0.000 0.000 0.001 0.018 27.993 0:004 58.652 5 1.392 0.839 0.000 0.000 0.338 27.993 4.537 58.648 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 0.000 0.109 1.802 2.598 0.532 23.205 8.469 56.089 11 3.769 2.329 0.000 0.000 0.852 23.205 12.286 56.072 12 0.000 0.289 1.142 1:543 0.850 27.993 5.029 58.625 B O L T L O A D S. / A L L O W A B'L E S LOAD OUTER EDGE; INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ---------- -------------------- (Kips per Bolt) ------------------------------ (Kai) (Kai) (Kai) (Kai) ROOF BEAM SIDE -50% +50% 4.483 0.000 2.907 0.061 0.000 0:000 0.000 21.000 14.612 44.000 1 3.113 1.806 2..944 4:301 0.000 21.000 14.019 44.000 2 0.000 0.560 0.000 0.000. 0.874 21.000 10.148 43.962 3 2.464 1.681 5.913 8.432 0.692 27.993 27.484 58.634 4 Total Section is 0.016 in Compression 0:000 0.144 27.993 8.033 58.651 5 1.389 0.850 0.000 0:000 0.018 0.338 27.993 27.993 4.528 58.648 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 11 0.000 3.762 0.054 2.354 1.784 2.598 0.532 23.205 8.469 56.089 12 0.000 0.282 0.000 0.000 0.852 23.205 12.261 56.072 1.140 1.544 '0.850 27.993 5.033 58.625 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 10/10/03 TIME: 06:14 PM CADDS PAGE: S 26 --------------------------------------------------------------------------------------------------- ORDER if 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER If 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE If 530-345-7296 PROJ NAME.- Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) " DESIGN SYSTEM FRAME If 02 DESCRIPTION LRF 27'-0" 12'-2 1/2" 20 PSF ;80 MPH UBC 97 1.000 TO 12 SPLICE # 02 i TYPE Ext Col - Roof Beam Knee 2 Row Outer Hmhd - Horiz SPLICEPLATE 0042912 COLUMN SIDE >.<-- ROOF BEAM SIDE BOLTS: 0.625 DIA A325 NO WASHERS 6.000" X 23.875" X10.375" +- 2.750"-+ -+------.---+--- ----------------------------- ___+_ OUTER HAMMERHEAD FLANGE 0030924 1.625" HFHFHFHFHFHEFEFEFEFEFEF END FLANGE 0.375 X 7.000 X 6.000 I I W 0.375 X 7.000 X 9.750 I 7.875" W OUTER HAMMERHEAD GUSSET 0030925 5.000" W 0.250 X 7.500 X 6.000 X 10.000 I W -+--- o W o • W OUTSIDE FLANGE FFFFFFFFFFFF 0.250 X .5.000 W W W W W. W W W W W " i W 23.875" 10.625 W MAIN WEB W 0.140 I w 16.000" W MAIN WEB j W 0.120 W W W W W W W W W -+--- o W o I W 5.000" W W " o W o 1.625 W INSIDE FLANGE I – — . ; FFFFFFFFFFFFMSMSMSMSMSM_ MAIN STIFFENER 0.250 X 5.000 -+------------- ----------------------------- 0.250 X 2.500 X 10.875 NS/FS A N D W E B P L A T E I N F O R M A T I O N DATE: 10/10/03 TTMF: 06:14 PN( CADDS PAGE: S 27 ORDER It 109095 BUILDER NORTH VALLEY BUILDING SBUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH), (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 ---------------------------- !TYPE Ext Col ------------------------------------ - Roof Beam Knee -------------------------------------------------------------------- 2 Row Outer Hmhd - Horiz F L A N G'E P L A T E S LOCATION DESCRIPTION !PART NO. SIZE DIST FROM ----------_ MAXIMUM STRESSES - TENSION COMPRESSION ----------- CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Hammerhead Flange 0030924 0.375 X 7.000 X 6.000 0.000 1.85 33.00 8.13 65.98 0.123 2 OUTER 3 Main Flange INNER 1 Main Flange 0.250 0.250 X 5.000 7.875 2.31 33.00 0.12 65.98 0.070 -50%. X 5.000 0.000 5.89 43.99 9.22 49.50 0.186 1 ROOF BEAM SIDE OUTER 1 End Flange INNER 1 Main Stiffener 0.375 X 7.000 X 9.750 0.000• 1.86 33.00 8.75 65.98 0.133 2 0.250 X 2.500 X 10.875 0.000 5.89 43.99 8.70 49.50 0.176 1 W E B P L A T E S DESCRIPTION PART NO. SIZE -------------- -- SHEAR --- MAXIMUM STRESSES ------------------= - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) ?(Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Outer Hammerhead Gusset 0030925 0.250 X 7.500 X 6.000 X 10.000 14.23 29.33 5.76 33.00 7.83 65.98 0.485 2 Main Web ROOF BEAM SIDE 0.120 1.14 22.00 23.67 43.99 9.11 49.50 0.538 2. Main Web 0.140 17.51 22.83 20.16 43.99 8.81 49.50 0.767 2 W E L'D I N F O R M A T I O N COLUMN SIDE j F L A N G E P L A T E S DESCRIPTION FULL ---------=------- WELD SIZE ------------------- - MAXIMUM STRESSES -------- STRENGTH -- ---- FILLET ----------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face Ian Face Out Face In Face (k/in) (k/in) (k/in) COND OUTER 1 Hammerhead Flange Flange to Splice Plate 3/16" OUTER 3 Main Flange 0.72 4.18 0.173 -50% Flange to Splice Plate 1/8!' 0.59 2.78 0.213 -50% INNER 1 Main Flange Flange to Splice Plate YES 3/8" 1.51 11.00 0.137 2 I S P L I C E D E S I DATE: 10/10/03 G�,N - W E L D I N F O R M A T I O N TIME: 06:14 PM CADDS PAGE: S 28 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT - Andy Wood BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH): (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'-01' 12'-2 1/2" 20 PSF. 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 TYPE Ext Col - Roof Beam Knee iz --------------------------------------------------------------------Row Outer Hmhd - Hor -------------------------------------- COLUMN SIDE W E L D I N F O R M A T I O N W E B P L A T E S DESCRIPTION------------------------=----------------------- WELD SIZE ----------- MAXIMUM STRESSES .----- - LENGTH - FILLET --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Outer Hammerhead Gusset Gusset to Splice Plate 1/8" 1/8" Gusset to Hammerhead Flange 3/16" 1.44 5.57 0.259 -50� Gusset to Outer Flange 1/8" 3.56 3.71 0.958 2 Main Web 2.54 2.47 1.026 2 Web to Splice Plate 1/8" 1/8" 2.84 0.10 7.42 0.383 2 W E L D I N F O R M A T I O N ROOF BEAM SIDE A N G E P L A T E S DESCRIPTION FULL -------FL - --------- WELD SIZE ------------------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- -------- TENSION MAXIMUM STRESSES SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND OUTER 1 End Flange End Flg to Splice P1 3/16" End Flg to Outer Flg 1/8" 0.72 4.18 0.171 -50% 1.86 0.000 1 INNER 1 Main Stiffener Stiffener to Splice P1 1/811.1.47 • Stiffener to Web.Plate 1/8" 3.71 0.397 2 0.50 1.86 0.269 1 W E L D I N F O R M A T I O N ROOF BEAM SIDE W E B P*L A T E S DESCRIPTION ------------------------=-WELD SIZE ------- - LENGTH - -- FILLET ----- *---- PENETRATION MAXIMUM STRESSES - - Near S. Far S. Near --------- Side Far Side TENSION (k/in) SHEAR (k/in) ALLOW . CSR LOAD (k/in) GOND Main Web Web to Splice Plate 1/8" 1/8" Web to End Flange 1/8" 2.82 2.41 6.59 0.564 2 0.88 2.'47 0.356 2 -50% MOMENT CAPACITY +50% MOMENT CAPACITY 1 DL + LL 2 DL + WLL 3 DL + WLR 4 DL + EQL/1.4 5 DL + EQR/1.4 6 PDL+0.70PL+2.80EQL 7 PDL+0.70PL+2.80EQR 8 0.85PDL + 2.80EQL 9 0.85PDL + 2.80EQR 10 DL +2.80EQL 11 DL +2.80EQR 12 DL + EWP Std Des 0.00 Std Des 0.00 Std Des 2.14 Std Des -1.22 Std Des -1.41; Std Des 0.54, Std Des 0.25 Axial C Category 3 Axial C Category 3 Axial T Category 4 Axial T Category 4 Conns Category 2 Conns Category 2 Std Des -4.19 Dimensions at Connection Flg. to Flg. Dimension Part Slope Conn. Plate Angle (Degrees) Main Flange Dimensions Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) 0.00 -286.13 0.00 •286.13 -0.18 205.79 -2.15 -139.52 2.27 -133.82 -0.45 37.07 0.40 39.23 Load Combination - Load Combination - Load Combination - Load,Combination - Load Combination - Load Combination - 1.18 t100.99 P A R T D I Left Roof Beam 12.000" 1.000 TO 12 4.764 13'.-' 6.00011 12.000" 0.000 1.00 N 1.00 N 1.00 N 1.33 N 1.33 N 1.33 N 1.33 N Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to -Splice Design. Does not apply to -Splice Design. Does not apply to this Splice Type. Does not apply to this Splice Type. 1.33 N M E N S I O N S Right Roof Beam 12.000" 1.000 TO 12 4.764 131- 6.000" 12.000" 0.000 S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 10/10/03 TIME: 06:14 PM ADDS CPAGE: ---------------------------- - -:. S 29. ORDER BLDR CONTACT # 109095 BUILDER - Andy Wood - NORTH VALLEY BUILDING S - ----- BUILDER ORDER ------.__---------------------------------------------- # 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR PHONE # 530-345-7296 PROJ NAMEi- Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH)' (HEIGHT) (LIVE) ;(WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME;# 02 DESCRIPTION LRF 27'-0" 12'-2 1/2" 20 PSF MPH UBC 97 1.000 SPLICE # 05 TYPE Ridge i80 TO 12 --------------------------------r---------------- O/I Extens - Comp Bm -. LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) -------------- (kips) "(in -k) FACTOR -------- ------ STRENGTH -------- -50% MOMENT CAPACITY +50% MOMENT CAPACITY 1 DL + LL 2 DL + WLL 3 DL + WLR 4 DL + EQL/1.4 5 DL + EQR/1.4 6 PDL+0.70PL+2.80EQL 7 PDL+0.70PL+2.80EQR 8 0.85PDL + 2.80EQL 9 0.85PDL + 2.80EQR 10 DL +2.80EQL 11 DL +2.80EQR 12 DL + EWP Std Des 0.00 Std Des 0.00 Std Des 2.14 Std Des -1.22 Std Des -1.41; Std Des 0.54, Std Des 0.25 Axial C Category 3 Axial C Category 3 Axial T Category 4 Axial T Category 4 Conns Category 2 Conns Category 2 Std Des -4.19 Dimensions at Connection Flg. to Flg. Dimension Part Slope Conn. Plate Angle (Degrees) Main Flange Dimensions Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) 0.00 -286.13 0.00 •286.13 -0.18 205.79 -2.15 -139.52 2.27 -133.82 -0.45 37.07 0.40 39.23 Load Combination - Load Combination - Load Combination - Load,Combination - Load Combination - Load Combination - 1.18 t100.99 P A R T D I Left Roof Beam 12.000" 1.000 TO 12 4.764 13'.-' 6.00011 12.000" 0.000 1.00 N 1.00 N 1.00 N 1.33 N 1.33 N 1.33 N 1.33 N Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to -Splice Design. Does not apply to -Splice Design. Does not apply to this Splice Type. Does not apply to this Splice Type. 1.33 N M E N S I O N S Right Roof Beam 12.000" 1.000 TO 12 4.764 131- 6.000" 12.000" 0.000 B O L T S / S P L I C E P L A T E DATE: 10/10/03 TIME: 06:14 PM CADDS --------------------------------------------------------- --- ____-------° PAGE: S 30 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING BLDR CONTACT - Andy Wood ----., S BUILDER ORDER # - ---"=------------------------------------------ 03-75 BUILDER ACCOUNT # 20-04-007-90 BLDR PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'-0'!12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 05 ------------------------------------------------------P-=li--A--T-E TYPE Rid a O/I Extens - Comp Bm S P L I C E� --------------------------------- - ------------------------------------- BOTH SIDES - PLATE TYPE STANDARD PART NUMBER 0042867 ORIENTATION NORMAL PLATE WIDTH 6.000" PLATE LENGTH 16.750" PLATE THICKNESS 0.375" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 2.375" DESIGN STRESS RATIO 0.694 j CONTROLLING COND. -50% CONTROLLING LOCATION Side 1 Outer Flg 2 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW, EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.125" INNER 2 2 4.125" 3.000" OUTER 2 2 4.125" 3.000" INNER 1 2 1:125" -S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E.S DATE: 10/10/03 TIME: f1FPM CADDS:14 ' __ PAGE: S 31 ORDER If 109095 BLDR CONTACT - Andy BUILDER - NORTH Wood VALLEY BUILDING BLDR S BUILDER ORDER # ----------r===-------------------------- 03-75 BUILDER ACCOUNT If 20-04-007-90 _ PHONE If 530-345-7296 PROJ NAME`- Bruce Blanchard ENGR GRP - Visalia DESIGN SYSTEM FRAME (TYPE) It 02 DESCRIPTION LRF (WIDTH) 27'-0" (HEIGHT) (LIVE) 12'-2 1/2" 20 PSF (WIND) (CODE/YEAR) (SLOPE) SPLICE # 05 TYPE Rid a 9 :80 MPH UBC 97 1.000 TO 12 -----------7----------------------'---------------------.------ O/I Extens - Comp Bm B O L T L O A D S / A L L O W A B'L E S LOAD NO OUTER EDGE OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER EDGE INNER 1 fv SHEAR TENSION" ------ ------------------------ (Kips per Bolt) -------------------------_---- Act. Fv All. ft Act. Ft All. LEFT ROOF BEAM SIDE (Ksi) (Ksi) (Ksi) (Ksi) -50% +5 7.552 0.000 4.749 0.000 0.000 0.000 0.000 21.000 24.616 44.000 1 1 0.00 0.000 4.759 7.582 0.000 21.000 24.715 44.000 2' 3.8066 2.431 3.187 5.200 0.000 21.000 16.950 44.000 3 3.722 2.398 0.000 0.000 0.915 27.993 12.405 58.621 4 0..000 0.000 0.000 0.'000 0.875 27.993 12.131 58.623 5 0.000 0.000 0.554 0.915 0.164 27.993 2.982 58.651 6 Category 3 Load Combination - Does not apply to 0.629 Splice Design. 1.014 0.170 27.993 3.306 58.651 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 3.181 2.158 0.000 0.000 0.336 27.993 10.369 58.648 B O L T L O A D S / A L L O W A B L E S LOAD NO OUTER EDGE OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER EDGE INNER 1 fv SHEAR TENSION ---------- --------------- -- --- (Kips per Bolt) ----------=------------------- Act. Fv All.. ft Act. Ft All. RIGHT ROOF BEAM SIDE _ (Ksi) (Ksi) (Ksi) (Ksi) -50 +50$% 7.552 0.000 4.749 0.000 i 0.000 0.000 0.000 21.000 24.616 44.000 1 0.00 0.000 4.759 7.582 0.000 21.000 24.715 44.000 2 3.8066 2.431 3.187 5.200 0.000 21.000 16.950 44.000 3 3.722 2.398 0.000 0.000 0.915 27.993 12.405 58.621 4 0.000 0.000 0.000 0.000 0.875 27.993 12.131 58.623 5 0.000 0.000 0.554 0.915 0.164 27.993 2.98,2 58.651 6 Category 3 Load Combination - Does not apply to 0.629 Splice Design. 1.014 0.170 27.993 3.306 58.651 7 Category 3 Load Combination - Does not apply to,Splice Design. 8 Category 4 Load Combination -.Does not apply to;Splice Design. 9 Category 4 Load Combination - Does not apply to'Splice Design. 10 Category 2 Load Combination - Does not apply to,this Splice Type. 11 Category 2 Load Combination - Does not apply to!this Splice Type. 12 3.181 2.158 0.000 i 0.000 0.336 27.993 10.369. 58.648 MAIN WEB 0.140 INSIDE FLANGE 0.250 X 5.000 8.' ;00" 12.042" 3.000" 1.125" -+------------- - 0 W O W W W W W W W •W W W W W W a W W W W W ' W W W W W W W W W o W o W FFFFFFFFFFFFFFFFFFFFFFF O 0 ---------------------------- 12.( 4211 MAIN WEB 0.140 INSIDE FLANGE 0.250 X 5.000 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 10/10/03 TIME: 06:14 PM CADDS _ _ _ ___ _ _ _ PAGE: S 32 ORDER It 109095 BUILDER - NORTH VALLEY BUILDING S BLDR CONTACT - Andy Wood BLDR _ BUILDER ORDER # 03-75 BUILDER ACCOUNT # 20-04-007-90 PHONE # 530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'-0" 12'-2 1/2" 20 PSF 80 MPH UBC 97 SPLICE # 05 TYPE Ridge . 1.000 TO 12 ------------- ----------- ----- O/I Extens - Comp Bm SPLICE PLATE 0042867 6.000" X 16:750" LEFT ROOF X --------------- BEAM SIDE -->!<-- RIGHT ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS 0.375" +- 2.750"-+ -+---------+--- ----------------------------- ---+- 1.125" 1 . 2.375" 2.375" -+--- o 0 OUTSIDE FLANGE 3.000" FFFFFFFFFFFFFFFFFFFFFFF OUTSIDE FLANGE 0.250 X 5.000 W -1--- 0.250 X 5.000 MAIN WEB 0.140 INSIDE FLANGE 0.250 X 5.000 8.' ;00" 12.042" 3.000" 1.125" -+------------- - 0 W O W W W W W W W •W W W W W W a W W W W W ' W W W W W W W W W o W o W FFFFFFFFFFFFFFFFFFFFFFF O 0 ---------------------------- 12.( 4211 MAIN WEB 0.140 INSIDE FLANGE 0.250 X 5.000 S P L I C E D E S I G N - F LAN G E A N D W E B P L A T E I N F O R M A T I DATE: 10/10/03. O N TIME: 06:.14PM- CADDS ------------------------------------------------------------------------------------------- PAGE: S 33 ORDER # 109095 BUILDER - NORTH VALLEY BUILDING BLDR CONTACT - Andy Wood BLDR S BUILDER ORDER # - 03-75 BUILDER ACCOUNT -#--20-04-007-90 ------------ PHONE # 530-345-7296 PROJ NAME"- Bruce Blanchard ENGR GRP - Visalia DESIGN SYSTEM FRAME # 02 (TYPE) DESCRIPTION LRF (WIDTH) (HEIGHT) 27'-0" 12'-2 1/2" (LIVE) ;(WIND) 20 (CODE/YEAR) (SLOPE) SPLICE # 05 TYPE Ridge PSF 80 MPH UBC '97 1.000 TO 12 ------------------------------------Comp----------------------------- O/I Extens - Comp Bm F LANG E P LAT E S LOCATION DESCRIPTION PART NO. SIZE ----------- MAXIMUM STRESSES - T X W DIST FROM - TENSION - COMPRESSION CSR LOAD -------- X L Inches EDGE ACT. ALLOW ACT. ALLOW COND --------- (In.) (Kai) (Kai) (Kai) (Kai) LEFT ROOF BEAM SIDE OUTER 2 Main Flange INNER 2 Main Flange 0.250 0.250 X 5.000 X 5.000 2.375 14.99 33.00 15.60 49.50 0.454 -50% 2.333 14.91 33.00 15.54 49.50 0.452 +50% RIGHT ROOF BEAM SIDE OUTER 2 Main Flange INNER 2 Main Flange 0.250 0.250 X 5.000 X 5.000 2.375 14.99 33.00 15.60 49.50 0.454 -50% 2.333 14.91 33.00 15.54 49.50 0.452 +50% W E B P L A T E S DESCRIPTION PART NO. SIZE ------------------ MAXIMUM STRESSES -------- T X W X -- SHEAR --- - TENSION -COMPRESSION CSR LOAD ------------- OL X IL ACT. ALLOW Inches ACT. ALLOW ACT. ALLOW COND -------------- (Kai) (Kai) (Kai) (Kai) (Kai) (Kai) LEFT ROOF BEAM SIDE Main Web RIGHT ROOF BEAM SIDE 0.140 1.40 29.33 12.17 33.00 15.16 49.50 0.369 +50% Main Web 0.140 1.40 29.33 12.17 33.00 15.16 49.50 0.369 +50% W E L D I N F O R M A T I O N LEFT ROOF BEAM SIDE FL A N G E P L A T E S DESCRIPTION FULL ------- ----------- WELD SIZE ------------------- STRENGTH ---- FILLET ------------- PENETRATION --------- -------- TENSION MAXIMUM STRESSES SHEAR ALLOW CSR Out Face In Face Out Face In Face (k/in) (k/in) (k/in) LOAD COND OUTER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 3.86 8.25 0.467 =50% INNER 2 Main .Flange Flange to Splice Plate YES 3/16" 3/16" 3.84 8.25 0.465 +50% OUTER 2 Main Flange Flange to Splice Plate INNER 2 Main Flange Flange to Splice Plate RIGHT ROOF BEAM SIDE DESCRIPTION Main Web Web to Splice Plate YES 3/16" 3/16" YES 3/16" 3/16" t W E L D I N F O R M A T I O N W E B P L A T E S --------------------- -- WELD SIZE ------------ ------------ - LENGTH - ---- FILLET ------------- PENETRATION --------- Near S. Far S. Near Side Far Side 1/8" 1/8" 3.86 8.25 0.467 -50% 3.84 8.25 0.465 +50% -------- MAXIMUM STRESSES -----.--"- TENSION SHEAR ALLOW CSR LOAD (k/in) (k/in) (k/in) COND 1.70 5.57 0.306 +50% S P L I C E D E S I G N - W E L D I N F O R M AIT I O N DATE: 10/10/03' CADDS TIME: OG:14 PM: -------------- -,-------------------------------- -------------------___-------- PAGE: S 34 ORDER # 1090951. BUILDER - NORTH VALLEY BUILDING S BUILDER ORDER #^03-75 �---'---_----------------------------------- BUILDER ACCOUNT # 20-04-007-90 BLDR CONTACT -!Andy Wood BLDR•PHONE #1530-345-7296 PROJ NAME - Bruce Blanchard ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 02 DESCRIPTION LRF 27'-01' 12'-2 1/2" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 05 TYPE Ridge 1 O/I Extens - Comp Bm W E L D --------------------7------------------------------- I N F O R M A T I O N LEFT ROOF BEAM,SIDE •W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------ -------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRAT•ION---------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side ;Far Side Win) (k/in) (k/in) COND Main Web Web to Splice Plate 1/8" 1/8" 1.70 5.57. 0.306 +50% W E L D I N F O R M A T I O N RIGHT ROOF BEAM SIDE F L A N G E P L A T E S DESCRIPTION FULL. ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES ---__--= STRENGTH ---- FILLET ---- ---,------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) GOND OUTER 2 Main Flange Flange to Splice Plate INNER 2 Main Flange Flange to Splice Plate RIGHT ROOF BEAM SIDE DESCRIPTION Main Web Web to Splice Plate YES 3/16" 3/16" YES 3/16" 3/16" t W E L D I N F O R M A T I O N W E B P L A T E S --------------------- -- WELD SIZE ------------ ------------ - LENGTH - ---- FILLET ------------- PENETRATION --------- Near S. Far S. Near Side Far Side 1/8" 1/8" 3.86 8.25 0.467 -50% 3.84 8.25 0.465 +50% -------- MAXIMUM STRESSES -----.--"- TENSION SHEAR ALLOW CSR LOAD (k/in) (k/in) (k/in) COND 1.70 5.57 0.306 +50% '1 �2r A, i. A1, e- 44 -FO uta,.(( 1703-89P,E(MH) P'�r• � V � PERMIT NO. PERMIT EXPIRES / y } OWNER KAREN ALLREAD `y 1 CONTR. owner ASSESSOR PARCEL 39-41-30 LOCATION Jr0 Estes Rd, Chico u F W a3 5 i- n P u c ►i /1�oP�►ct L. } Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature = OK` 0 = Not OK r = Not Readyable MOBILE HOMES MISCELLANEOUS Date M004E HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s Z ng Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements . Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Bea ms-Rftrs.-Con nec.- 5. Electricity; Location-Clearances-Grnd.-//&V/ Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas; Location -Test -Wrap: / /"L"ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /"Nat. or/2a/"L"ft./Q&%"LPG 6. Carports; Windows -Doors 7. Utility Clearance 1,21 7. Elec. Card -B1 Date Card -B1 Date Card -B1 D e Card -B1 Date Date MO_D&EHOME INSTALLATION (Plans) OK except #'s Zo ing Requirements -Setbacks -Easements Je*footings; Size -Spacing -Marriage Line keila'&,W1 Test -Demand -Valve -Connector A,Ereqridity; M Test;,Q rossovers- reakers-Clea ran ces in• est - fl -Flex nector er; MH Test-Regul tor -Connector a nd Sewe onnected-C/O rade-HD Jpef a n lectricity Tagged x' ; Insp.-Sketch CPUXert. of Occupancy Card -B1 (_P Date) -7-V Card -B1 Date Card -B1 Date Card -B1 Date +Y t� L dey�1 iv 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Card -B1 Date Card -B1 Date — Card -B1 Date Card -B1 Date _ Date POOLS (Plans) OK except #'s _ 1. Setbacks -Easements _ • 2. Soils; Compaction -Structure Stability I 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panel board s -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date i = uK 0 = NotOK RESIDENTIAL (Single and Duplex) - =Not Applicable = Not Ready r Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Ring. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -131 Date Card -B1 Date Card -131 Date Card -131 Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air- Baffle 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -131 Date Card -131 Date Card -131 Date Card -131 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mach. Fasteners -Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or At 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Liqht-Shower Liaht-SDa Liaht Card -61 Date Card -B1 Date Card -81 Date Card -131 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -81 Date Card -81 Date Card -131 Date Card -131 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing Card -131 Date Card -B1 - Date Card -81 Date Card -131 Date Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels 67.Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 75, Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No Si. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation throughout House 87. Glass Protection 88. Corrections from Previous Inpections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 911. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -131 Date Card -B1 Date Card -B1 Date Card -131 Date Card -81 Date Card -B1 Date Comments at Final: MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE < DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA — 534-4541 N 1., PERMIT N0. a?.d 6 y - Address or location of mobilehome 250 1 e-5 ZJ C14, ! n Owner's name rx rc r P N /Zre cc c( Owner's address 3/35 135 Jn lv ,J A/ to L V Insignia or hud number t}n rA LI 9 -7 15 9:7 1 to n Manufacturer's name f 6,7, l rS , a) o.�r Serial number of V.I.NA 0' CA 61) 7731 Year of manufacture r ;4 6D 56,5F-1 (Official Approving Installation) (Date) i IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. 5138 White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 y 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE 09 OWNER PERMIT N0. ` a A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or nee additional explanation, please contact this office immediately. • e Inspector. �u S.S Q _ Date 7 s COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538x7541 747 Elliott Road Paradise — Phone: 872-67 CORRECTION NOTICE IV OWNER' PERMIT NO. yr A routine inspection indicates that the following violations of County Ordinance exist,`at the above address and should be corrected. Please notify this office when correction,of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. c . t Inspectoj f Uu Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovilley,California 95965 - Telephone: 916/538-7541 APPLICATION BIND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 3a — L/ I - 03 U ZONING A -aD BUILDING PERMIT OWNS Ire-L/Cep TELEPHONE 97 11 59 (. SO. FT. OCC. BUILDING VAL ATION OWNER'S MAILING ADDRESS r 1 ki�� CONTRACTOR'S NAME OWN -e TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ L J+ &--b Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $4s PLUMBING PERMIT Filing Fee 10.00 L T P 5 d aRd Each Trap 1 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDI VIS.N NAME /lidY/� 'TOS [// A 1r, C, C_ PARCEL MAP Water piping 5.00 Each gas water heater or'vent 5,00 USEOCTURE SF ❑ Duplex❑ Mob ilehome Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities 2-- Installation❑ Other ❑ Describe work: - e ,(ra Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home w 0.00 ea 3 0• c* -O Permit Fee $ Contractor ELECTRICAL PERMIT Fi9Ag Fee 10.00 Main service 6101 OR LESS�1 100 AMP OR LESS 10.00 `(�r v v CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification T -y 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El 1, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2.50 5C7 NEW CONST. DWELLING OCCUP. sI OR ADDNS. ACC. BLDGS. /20SQ ft NEW CONSTR. MULTI -OUTLET NON.RESID .BRA CH CIRCUIT 2.50 ea POWER APPARATUS 61 SINGLE OUTLET CIR. / Ex. OCCU OUTLETS OR FIXTURES 21050t p eAL®so FIXED APPLNS. OR EX. Occup. OUTLETS (RESIO.) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 15.0-0 Misc. Wiring 15.00 Permit Fee $ ', WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or. this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s 'd County in copse uence f the granting of this permit. G+ X Date Signatur o Applicant — OWer ❑ Contractor ElAgent An OS A ermit is required for excavations over 5'0" deep an demolition or construct- ion of s r tures over 33 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE Occu P. CONST.TTPEJ ISCHOOLIF71PA 4: C.E PD ND 39UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO OF PUBLIC By. PER -16114T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date ,_ /i/ R - Receipt No. (0 gati:7 WHITE-D.P.W.. YELLOW-ASEE350K. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF' BUTTE - DEPARTMENT`, PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVYLLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 fig m PERMIT APPLICATION DATA SHEET � JJ � Permit No. OWNER /'t/C�.r��/rP n A. P. No. -3 r-) Proposed Building Use //I/ Building Inspector A? AS Date 79 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. _ 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ......................................... 11..Park fees paid ...................................................... W2. School- District fees paid ................. 13. Sanitation approval from q;-,14 : e :2 Health Department ... 14. City of Chico plumbing permit ..:................................... 15. Plot plan and business license approval from City of (see City for other requirements) 10. Planning approval for (A) Use: (B) Parking: Improvements may be required.' 8. Driveway permit (construction'approval required prior to occupancy) 19. Pre -Ins ection for re Ulred . , , • Pre-Inspec. request to p q • • Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 1'. Certificate of Workmans Compensation Insurance .................... Owner -Builder Verification'(Given to owner ❑, Mail to owner,❑) 23. Recorded copy of Agricultural Acknowledgment Statement ............ . Letter of signature authorization ........ *► Aff 25. D� e�e� -Fv r �.s e 1 l l �ic�+e r r � � 4►+ o -F ,ua u wee lou issue th p mit, Pocess as follows: Mail to owner. Mail to contractor. Tele hone�c?/-97/ 6 and hold for pickup at P p p (��� •) office. Deliver \A/inspector. Other r �s Applicant 0Date Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit ss ance: Ck-c4e, new item not checked above). 1. Index permit for above items No. 01 2. Additional items required: — — Lam" t✓r LL ss j Contractor, designer, owner, was advised of above required data by_phone_—maig counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW r TO' Buildina Department'. FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal A Water Suppler_ Hold final for: Final clearance O.R. for: Clearance for �2— bedr_oc Water Supply Water Supple r - TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance 1 Lam✓ r ecc. ol 4+-1 4W -o .4T 3-0"-4 &7VV owner location AP # Driveway permit %—����1'_�r has been issued for the above property. si ature date .7y rder Nd. Escrow No. 105734 BG Loan No. 1f WHEN RECORDED MAIL TO: JAMES LEE ESTES 2461 Estes Road Chico, CA 95928 89--20437 891,620437 Re c Fee 9.00 Total 9.00 Recorded Official Records County Butte MIDVALLEY 7IT'Lr CO. Candace J. Grubbs Recorder 8:00am .5 -Jun -89 VS 3 SPACE ABOVE THIS LINE FOR RECORDER'S USE MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX $ .......... -0................................ ... Computed on the consideration or value of property conveyed; OR ...... Computed on the consideration or value less liens or encumbrances SAME AS ABOVE remaining at time of sale. , o P X X Signature of Declarant or Agen determining tax — Flrm Name AP# 039-41-0-030-0 & 025 ' F-ASEMENT_. GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, JAMES SEE ESTES AND MARY ELLEN ESTES, HUSBAND AND WIFE :hereby GRANT(S) to KAREN ALLREAD the real property in the C vX)6X UNINCORPORATED AREA County of BUTTE SEE ATTACHED LEGAL DESCRIPTION - EXHIBIT "A" Dated June 1, 1989 I STATE OF CALIFORNIA DUtte Iss. COUNTY OF I On June 1, 1989 before me, the undersigned, a Notary Public in and for said State, per- sonally appeared James Lee Estes and Mary Ellen Estes personal'y known to me (or proved to me on the basis of satisfactory evidence) to be the person whose names) is/are subscribed to the within instrument and c owledged to me that he/she/they executed i the same. ' i / WITNESS m a .and ficia/eal. IRY—FILLEN LESTES , State of California, described as /..e..n...v•vv..•v..a..vv..v.....•..........y • GI'FICIAL SEAL tri., v' IL ii: •. •-.,: .1 i•;I NOTARY :rl.;iLIr PR*ICIPAl- OFF; ::E IN BUTT= COUNTY. Rk� C:or,imisslon Ev.;:ir.:: r:ca:�sl ?i3, 1092 s......... ................................... (This area for official notarial seal) 1002 (6/82) MAIL TAX STATEMENTS AS DIRECTED ABOVE EXHIBIT "A" ALL THAT CERTAIN REAL PROPERTY SITUATE. IN THE COUNTY OF BUTTE,' STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING AN EASEMENT FOR A WELL AND WATER LINE PURPOSES OVER THE FOLLOWING DESCRIBED PARCEL: A PORTION OF LOT 11, AS SAID LOT IS'SHOWN ON THATO ERTAIN MAP THE ENTITLED, "MAP SHOWING SUBDIVISIONS OF BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS FILED OCTOBER 27, 1900 190 T PAGE 164, RECRS IN BOOK 2 OF MAPSE FORNIA, BEING MOR PARTICULARLY DESORDBEDFASUTTE FOLLOWSNTY, COMMENCING AT THE NORTHEAST COOF ASI LOT STRE WHISHSPOINT IS IN THE CENTERLINE OF THIRD STREET, ON SAID MAP; THENCE 4SOUTH 01 DEG. 30' EAST, SOUTHA8ONDEGAI47CEWEST LINE A DISTANCE OF PARALLEL WITH THE NORTHELOFEOF SAID BEGINNINGLOTHENCEAFROMTTHEE OF 85.00 FEET TO THE TRUE POINT TRUE POINT OF BEGINNING NORTH O1.DEG-. 30' WEST, PARALLEL WITH THE EASTERLY LINE OF SAID LOT 11, A DISTANCE OF 30.00 FEET; THENCE SOUTH 87 DEG. A7 DISTANCEPOFAl0E00WFEETITH THTHENCEHSOUTH O1 LINE OF SAID LOT 11,AID DEG. 30" EAST, PARALLEL WITH THE E NORTHR87 DEGE 47'Y LINOFSEASTLOT 11, A DISTANCE OF 30.00 FEET; THE PARALLEL WITH THE NORTHERLY LINE BE SAID LOT 11, A DISTANCE OF 10.00 FEET TO THE TRUE POINT SAID EASEMENT IS FOR PROPERTYBENEFIT AND SHALLAND INUREAPPURTENANT THE BENEFIT OF FOLLOWING DESCRIBED AND MAY BE USED BY ALL PERSONS OFWHO ANYMAY PARTSEORTPORTIONSBECOME OFHSAID PERSONS WHO BECOME THE OWNERS APPURTENANT LAND. SAID APPURTENANT LAND BEING DESCRIBED AS. FOLLOWS: . '"r�IAP A PORTION OF LOT 15, AS SHOWN ON THAT CERTAIN MAP ENTITLED, SHOWING SUBDIVISIONSS WAS RECOF THE RDED IN THE O14C INTOSH FF CE OF THE RECORDER CALIFORNIA", WHICH OF THE COUNTY OF BUTTE, TT TEPAGOF )CA IFOR1 BEING i ORE BPARTICULARLY IN BOOK 2 OF MAPS, A DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORiIER OF SAID LOT 15, WHICH POIPIT IS SAID IN THE CENTERLINE OF TH CE SOUTH 01 SDEG.AIDSTRE30ET EASTHALONGI SAID MAP, AND RUNNING THENCE CENTERLINE, A DISTA14CE .NORTHERLY LINEF 95.00 6F SAID SOUTH 8 SAID LOT15 A DISTANCE WEST, PARALLEL WITH THE N PARALLEL WITH THE OF 250.00 FEET; THENCE NORTH 01 DEG: 30' WEST, CENTERLINE OF SAID THIRD STREET, A DISTANCE OF 95.00 FEET TO THE CONTINUED DESCRIPTION — CONTINUED €gig -20437 NORTHERLY LINE OF SAID LOT 15; THENCE NORTH 89 DEG. 20' EAST, ALONG SAID NORTHERLY LINE OF LOT 15, A DISTANCE OF 250.00 FEET TO THE POINT•OF BEGINNING.- EXCEPTING THEREFRO14 THE WESTERLY 29 FEET OF THIRD STREET FOR THE BENEFIT OF THE PUBLIC. A PORTION OF LOf 11,.AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP SHOWING SUBDIVISI614S OF THE' MC 'INTOSH TRACT, BUTTE COUNTY, CALIFOR2dIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1900, IN BOOK 2 OF MAPS, AT PAGE(S) 164, BEING. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COM14ENCING AT THE NORTHEAST CORNER OF SAID LOT 11, WHICH POINT -IS IN THE. CENTERLINE OF THIRD STREET AS SAID STREET IS SHOWN ON SAID MAP, AND RUNNING THENCE SOUTH 01 DEG. 30' EAST ALONG SAID CENTERLINE, A DISTANCE OF 497.00 FEET TO THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED PARCEL; THENCE CONTINUING SOUTH 01 DEG. 30' EAST ALONG SAID CENTERLINE, A DISTANCE OF 153.10 FEET; THENCE SOUTH 89 DEG. 20' WEST, ALONG THE SOUTHERLY LINE OF SAID LOT 11, A DISTANCE OF 247.96 FEET; THENCE NORTH 01 ' DEG. 30' WEST, PARALLEL WITH THE CENTERLINE OF SAID THIRD STREET, A. DISTANCE OF 155.05 FEET; THENCE NORTH 87 DEG. 47' EAST, PARALLEL WITH THE NORTHERLY LINE OF SAID LOT 11, A DISTANCE OF 248.00 FEET TO THE TRUE POINT OF BEGINNING. EXCEPTING THEREFROM THE. WESTERLY 20 FEET OF THIRD STREET FOR THE BENEFIT OF THE PUBLIC. v END Or UOCUMENT 39,�� 3 a Return to DPW Section 26-8.1 of be recorded prior _e9_020438 Recorded Official Records County of Butte Candace J. Grubbs Recorder 8:00am 5 -Jun -89 i Rec ,Fee 7.00 ' Total -7 nn MOVAL.LEY TITLE Co. VS 2 AGRICL'LTUPAL STATEX rT OF ACIM'01�LEDCFIM T FOR RESIDE' TIAL DEVELOP`tEN the Butte County Code requires this acknowledgement 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 arising 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 occa- sionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations.. All that real property situate in the County of Butte, State of California, described as follows: Date- State ate: State of } } SS County of } .......... pppO ppp.ppp°°pppp0p�FFICIAL SEAL ° GOLLWG ° CALIFORNIA ° pw' o NOTARY PUBLIC IN ° PRINCIPAL OFFICE ° F�2 BUTTE COUNTY 1992 'res gust 28, my COMMISsion EXPA ° „°.°•°°°• bvay.v ppOvv ,v PROPERTY OWNERS: bnJ J d C before me the unde gne a Notary Public in and for sa' State, so lly appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are sub- scribed to the w' hin instrument and ack- nowledged to me at he/she/they executed the same. WITN7ESS myMId A off L. al seal. Signature NORTHERLY LINE OF SAID LOT 15; THENCE NORTH 89 DEG. 20' EAST, - ..ALONG SAID NORTHERLY LINE OF LOT 15, A DISTANCE OF 250.00 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THE WESTERLY 20 FEET OF THIRD STREET FOR THE BENEFIT OF'THE PUBLIC. i PARCEL 1'r -B: A PORTION OF LOT 11, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP SHOWING SUBDIVISIONS OF THE MC INTOSH TRACT, BUTTE COUNTY, CALIFORNIA", WHICH MAP/ WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1900, IN BOOK 2 OF MAPS, AT PAGE(S) 164, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 11, WHICH POINT IS IN THE CENTERLINE OF THIRD STREET AS SAID STREET IS SHOWN ON SAID MAP, AND RUNNING THENCE SOUTH 01 DEG. 30' EAST ALONG SAID CENTERLINE, A DISTANCE OF 497.00 FEET TO THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED PARCEL; THENCE CONTINUING SOUTH 01 DEG. 30' EAST ALONG SAID CENTERLINE, A DISTANCE OF 153.10 FEET; THENCE SOUTH 89 DEG. 20' WEST, ALONG THE SOUTHERLY LINE OF SAID LOT 11, A DISTANCE OF 247.96 FEET; THENCE NORTH 01 DEG. 30' WEST, PARALLEL WITH THE CENTERLINE OF SAID THIRD STREET, A DISTANCE OF 155.05 FEET; THENCE NORTH 87 DEG. 47' EAST, PARALLEL WITH THE NORTHERLY LINE OF SAID LOT 11, A DISTANCE OF 248.00 FEET TO THE TRUE POINT OF BEGINNING. EXCEPTING THEREFROM THE WESTERLY 20 FEET OF THIRD STREET FOR THE BENEFIT OF THE PUBLIC. END OF DOCUMENT PARCEL I` -A: - Z 0 4 ,3 8 �. A PORTION OF LOT 15, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP SHOWING SUBDIVISIONS OF THE MC INTOSH TRACT, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1900, IN BOOK 2 OF MAPS, AT PAGE(S) 164, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 15, WHICH POINT IS IN THE CENTERLINE OF THIRD STREET AS SAID STREET IS SHOWN ON SAID MAP, AND RUNNING THENCE SOUTH 01 DEG. 30' EAST ALONG SAID CENTERLINE, A DISTANCE OF 95.00 FEET; THENCE SOUTH 89 DEG. 20' WEST, PARALLEL WITH THE NORTHERLY LINE OF SAID -LOT 15, A DISTANCE OF 250.00 FEET; THENCE NORTH 01 DEG. 30' WEST, PARALLEL WITH THE CENTERLINE OF SAID THIRD STREET, A DISTANCE OF 95.00 FEET TO THE CONTINUED PAGE 7 COUNTY OF BUTTE - D.EPARTMENT OF PUBLIC WORKS •7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION -AND PERMIT PERMIT NO ASSESSOR PARCEL N MBER — --p3 ZONING A—,?- 0 ge I- BUILDING PERMI OWNER \et TELEPHONE CI S SQ. FT. OCC.1 BUILDING VALU ION OWNER'S MAILING ADDRESS 3135 t .,�, c CONTRACTOR'S NAM 'QC1 t TELEPHONE 4 98 CONTRACTORIP M I ING ADDRESS S �� �atia ,r C` rG Q�`� Z G Fireplace CONSTRUCTION LE ER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ SAr� PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] MobilehomeV Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer .5.00 Mobile Home TTST G W 0.0Oea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe work: i q Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e0ov OR LESS 100 AMP OR LESS 10•00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): �1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profess' n Code and my license is in full force and effect. License No. Classification Q1 , as the owner, or my emp oyees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.8J OR DCONS. A uc.TB.LD S. 1 , 2h2sgft NON-RESID .BRAN CH CIRCUITS) 2.50 ea /POWER APPARATUS .&) (SINGLE OUTLET CIR. EX. OCCUp�OUTLETS OR FIXTURES 2ALO 30 DAL030 EX. OCCUp. OUTLETS FIXED P(RESID )REA.I 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. lyirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of nsent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT F'IingFee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, -indemnify and keep harmless the County of Butte against all Iia ' 'ties, judgments, costs, and expenses which may in any way accrue agai t s id C ty in c of a _ranting of this permit. �° X Dat Signature of Applicant — Owner ❑ Contractor ElAgent2� An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over in height. Mobile Home Installation Fee $ jf�U Energy Inspection Fee $ TOTAL PERMIT FE $ 20e OCCuP. CONST.TYPC scH oL PLDo PARCEL PO ND Ise E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PEJWIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date �_��Cy�^ /3 stories Receipt No. Y �i �� WHITE-D.P.W.. YZLLOW-ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY�r'BU`FTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALI,FORNIA4965 - TELEPHONE: 916/538-7541 / PERMIT APPLICATION DATA SHEET /d Permit No. OWNER k6r-QA) �4 /lreC,%1 A. P. No. Proposed Building Use Mh Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ Complete plans in duplicate/triplicate, signed by preparer of plans .. �. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 0. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ........................................ Parkfees paid ..................................................... 12. l 4 % e C) School District fees paid ................. 13. Sanitation approval from Health Department ... 14. City of Chico plumbing permit ...................................... 1:3. Plot plan and business license approval from City of (see City for other requirements) 13. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 3. Driveway permit (construction approval required prior to occupancy) ... Pre-Inspec. request to 19. Pre -Inspection for required ...... Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... �Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ . Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 2.5. t '46. When�°u issue the permit, process as follows: Mail `to owner. t/ Telephone s�9 i X19 I and hold for pickup at e"'� L'z-z)Dffice. Other /1 Applica Mail to contractor. _Deliver w/inspector. Dater — X� Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. )D #() (�� 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---naiI—counter by date r Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Date Plans approved by '�7Y5'Date r.— Sets of plans on hold in File cabinet AP folder Copy—DFW .. w BUTTE'COUNtY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM ( One Form. ped' Building) A.P. Number_,Jl� �� Building Department No. School District�/j�,p 4 City n County 2 -'jurisdiction Property Owner �,//YfiYJi i Project Location/Address Subdivision Lot Number Residential Development: / // Sq. Footage %!n 10 # of Living MHI Addition (Group -R) Units Commercial/Industrial:a Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date ******************************************************************* (Floor Plans reviewed by School District Personnel) District Id No.�% OJJ,4�/a 11,44i � ���. School District certifies that (Applicant Name) (Phone Number) ��}} (Street Address) /} r (City) (State) (Zip Code) has complied with the requirements of Resolution No.,�?$ql? _ l by the payment of $ representing //,,?,,')square feet- School eet. School Distric PAID BY CHECK NO. % BANK NO 111- ,5 7 PAID BY CASH epresenzative REMARKS: / Date' / white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) AP 014NE -� �e� �l �"�a-1 PERMIT lk /703 MH UTIL.CLEARANCE DATE INSPECTOR ELECTRIC GAS Support Struc. Compaction Test ite . Service Size Other Load Pipe Size Lerith YES NO YES NO `00 -Type N6) �:p9 1�, .�o/ b, x 4 WIS S+•C' f . F ..:.....a road ii: VIZI hn'wi '&'F Q(A cep+ an +6 i -k of all tunes can-, i j is urlr,WjiJ to nr kct" nywrcies or altArations ori same without • v+ri++en permission from the Depa " e4f d oW 9, 0 I �J � o�9-y/- c ' a�•G 1TE:—All Materials & Workmanship Shall Be in 41 Good :ordclrsce wi+' R3Co dor the Spec'sf Practices a in the quaff. a -q press: i:.e i{orna Bui�ing, Plumbing &"Mechanical Codes arid Nations►! Electrical Com• • ' • �'�"� r'F"""'- �m the fro A setback of ft. lines and a setback property �0 of 50ft. from the road =":-- �• - centerline shall be clear of equip rnent except I t ,• a _ structures or eq p \ ! ..-. _ For 2 ft. eave overhang- ' � - �• l o S fpC i ! 6tJ A i tom` din e kk` E C, qe T y� es- -- -- — �_ -- - ---- __ 3- ___- - --- ---�` ,✓ r 4 J Ln ' U 1. Owner's Name:rZ 2. Installer's Name: BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 538-7541. MOBILEHOME INSTALLATION SHEET 3. Is the site currently under permit? Yes No F-1 (If yes, furnish permit number/ 7,�) 0-R Is the site an existing site? Yes No (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft, away from septic tank and leach fields and clear of all setbacks and easements? Yes No (If no, clarify 1 5. What is the mobilehome electrical rating? --------------- ( Amps 6. What is the mobilehome site service rating? ------------I 60 Amps 7. What is the mobilehome site circuit breaker rating? ----- Amps 8. Is there any other electric load to be served by the �1 mobilehome site service? -------------------------------- Yes L �I No (If yes, identify the load and size: (Load) (Amps) as pipe P ? 9. What is the mobilehome site g e size. -------------- (in.) type g ? ------------------- 10. What is the t e of as service. Natural � LPG El� 11. What is the gas pipe length from meter or tank to the mobilehome?--=------------------------------------------ RD3ft (ft.) *12. What is the mobilehome gas demand? ---------------------- *(This information not required if pipe length less than 6 ft. on Ciinatural gas or less than 50 ft. on LPG.) 00 -1100 �� (BTU) MOBILEHOME SUPPORT DATA If other than single wide, (( / ' J Mobilehome Mfr. 7 l� furnish Setup Model No. �?o Year Width (ft.) Box Length (ft.) Tagalong or Expando Size �� ft. x ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one) , 1. Wood -pressure treated or foundation grade. ❑ 2. Other (specify) r1l.SUPPORTS (check one) Concrete block 0 2. Other (specify) Pier Footing Sizes and Locations SINGLE -WIDE MULTI -WIDE Line 1 Piers: Size-Min.------------ Spacing-Max - --------- From Ends -Max. ------- Line 2 Piers: Size -Min ------------- ------------Spacing-Max. �y Spacing-Max ---------- From Ends -Max .------- " Line 9 Roof Loads: !��C Size -Min.------------ "x "x 'k „ Location (From Front) Line 4 Piers: Size -Min .------------ ,k „ Spacing -Max.--------- From Ends -Max .------- Line 1 Openings: Size-Min.------------------ nx u Each Side of Openings With Width Over --------- Line 7 Piers: (Under Bearing Wall Only) Size -Min .------------------ „ x Spacing -Max.--------------- „ From Ends -Max .------------- _ P 'k "x k " 'k "A " e 5 Piers: (Under Bearing waiia unly) Size -Min ------------------- Spacing-Max ---------------- From ------------------Spacing-Max.--------------- From Ends -Max .------------- Line 5 Roof Loads: Size -Min.------------ 'k "x Location (From Front) T -ji L L fit of VT; q 10-3� x F2-05 SUPPORT P! ERS 6vo 'r ;1r.. -L ,qtr CAPACV17-V— FQ0TIHG SIZE CAPACU Y— FOOTING S12E a:,& kbnwaw to 1�� (A emd ft" CARPET LNYir)UT AND RIDGE CEJ! FIELD SUPF�OAT PIERS 24-- jet 6aux T411— T In_ 1- 36"X29" -L-A : Supeori oil'A!LS. f - EE D)We-'S. S- I s-nd OfINSTALLA71014 MAMUAL�. 50S . i W't OpJ ()4r— -6f. A Z_ 0 A. Papos Wmii.L isCOF..^: U TC t.OWTV-CAL, .cnf+os fiEP_ tD e WHEN RECORDED MAIL s TO: Was �3 as Karen Allread El£lh;.tl.L:�r.EF. 2500 Estee Rd. LLERL-KIC"UCA Chico, Ca. 95928 E SPACE ABOVE THIS USE -/On ..CLIA. 'a YSa MAIL TAX STATEMENTS TO: OOCUVfNfARY TRANSFER TAX S See above — Carrot/ted en ac CarYdratlan a Ve'ue Of DraOenY canVered: 011 ..� Camputrd on the carOwandn or we've Ine 11ars or waaorbronm • m ainlna at time of Sala 6yMtYI. 01 0e[hrMl d Ae-t OwrmlwYy w - I brw MwU GIFT DEED IN CONSIDERATION of the lore and affection which tfiS grantdr.3 bead■ to the Wanes NCAenpa d James L. Estes & Nary E. Estesi1.d S°*�+.r �! Cody sae bo If r do If hereby girt. Want and wnvey to od4tq� Sarea Allread all that rea wooeny in tMXzwu= unincorporated area . County of BUtte . State of California, damped ar See'attached Papers (2) Dated Ar% [' J 1 oO TYOFButte No U 0„ AOril 16 1985 - Mae aH. M urhdwe'p�e6 • Mowy KeSc 1n Sad b Said et.ia Der• - - eaMM eglearrt ,�_••• 1 _ FCgtw, wee MAC$ E. Est— �.........■•■....e••■le■•0 Cananeh aro.n b wM la crowd q me On iM Dere d oee'acton ■■ q�ENDV C• CHAM MOr�oel b a er pwea�lM Sana. -..Q Ven re'eabd b V`*i HW FT gfihCCALVQ— • ' A1ernYuverve and admWoWdINd q Mnuc nafthWW. Jesaa0a • e•.; ,. �_�l+Pr Mort1,heel ' the ue • I wrimEseanwdarodBod.e► ■ V■•••■•■•.••t••■•.•••. ■.•� / laexl MAIL TAX STATEMENTS AS DIRECTED A80VE • 85-10842 All that certain real -'Property situate in•.the County of Butte, State of California,!described as follows: A portion of LcA 15 as' said Lot is shown`•on that certain Ma entitled "MAP SHOWING SUBDIVISIONS OF THE MC INTOSB TRACT, BUTTE COUNTY, CALIFORNIA" which map was filed October 27, 1900 in Book 2 of Maps at page 154, records of Butte County, California, being more particularly described as follows: Beginning at the Northeast corner of said Lot 15, which point is in the centerline of Third Street as said street is shown on said map, and running thence South 01930' East a:on5 said centjrline a distance of 95.00 feet; Thence South 89°20' West, parallel with the Northerly line of said Lot 15, a distance of 250.00 feet;: Thence North 01.30' West, p„ a- el with the centerline of i -said Third Street, a distance•ort .0 feet to the'Northerly line of said Lot 15;! Thence North 89"20' East, along said Northr_rly lice of YOt .15 a distance of 2501.00 feet to the Point of Ber/innind containing 0.545 acres more -or less. I )reserving a_ni.adxceptin.; tnerefrom,• the iesterly tv:nuy(20) of Third.'Street for the ben'fit of the publics showt;cZn said • map. � � J V tl 1 8'=10842 All that certain real property situate in the County of iButte, State of California, described as follow(: A portion of Lot 11 as said Lot is shown on that certain Map entitled 'MAP SNOWING SUBDIVISIONS OF THE MC INTOSH TRACT, BUTTE COUNTY,.CALIFORNIA' which map was filed October 27, 1900 ` in Bcok 2 of Maps at page 164, records of Butte County, California, being more particularly described as followss - Commencing at the Northeast corner of said Lot 11, which point is in the centerline of Third Street as said street is shown on said map, and running thence South 01.30' East along said centerline a distance of 497.00feet to the True Point *of Beginning for the herein described parcel;, ' Thence continuing South 01.30' East along 'said centerline .a distance of153.10feeti Thence South'89°20' west, along the Southerly line of said Lot 11, a distance of 247.96 feet: Thence North 01°30' West, parallel with the centerline of said Third Street, a distance of 155.05 feet: Thence North 87!47' Easc, parallel with the Northerly line of said Lot 11 a distanoe of 248.00feet to the. True Point of Beginning -1 Me Reserving aniexcegting therefrom, the Westerly twenty(20) of Third Street for the benefit of the publics shown on said map. 7 Also reserving therefrom non exclusive easement sixty(60) feet in width for road and publi_IFptility purposes, being the Southerly 60.00 feet of the hesarn-ebowe described parcel for the benefit of the remainder of said Lot 11, or future divisions thereof, said easement shall inure with the land and be binding upon all successors in interest, their heirs and assigns'. Q ' LAND OF NATURAL \/VEALTH AID BEAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7681 RONALD D. McELROY Deputy Director June 21, 1989 Karen Allread RE:AP=3�9-41-30 2461 Estes Road APP. FOR.DETERMINATION Chico, CA 95926 Dear Ms. Allread: At the regular meeting of the Butte County Subdivision Violation Committee meeting held on June 21, 1989, the committee granted a conditional Certificate of Compliance for the above -referenced property. The condition is: 1.' Provide documentation that the parent parcel for this portion . also was created in compliance with Chapter 20 of the Code of Butte County and Subdivision Map Act. There is a fifteen -day appeal period before this Certificate can be recorded unless you sign and return the enclosed waiver waiving your right to appeal the committee's decision. If you have any questions regarding this matter, please contact this office. Very truly yours, William Cheff Director of Public Works Join Mendonsa Assistant'Director JM/ds attachment cc: Planning Department Environmental Health Department Building Department Karen Allread , 3135 Johnny Lane, Chico, CA eounN LAND OF NATURAL W E A L T H AND BEAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 Telephone: (916) 538-7266 RONALD D. McELROY Deputy Director August 9, 1989 Karen Allread RE: AP 39-41-30 ptn. 2461 Estes Road Certificate of Compliance Chico, CA 95926 Dear Ms. Allread: Enclosed please find the Certificate of Compliance which was recorded by the Butte County Department of Public Works in the office of the Butte County Recorder on August 2, 1989. The Recorder's Serial Number is: 89-28948. If' you have any questions regarding this matter, please contact this -office. - Very truly yours, William Cheff Director of.Public Works n Mendonsa sistant.Director .JM/ds attachment cc: Building'Department Environmental Health Department J� RETURN TO: Public Works Land Development Section V% ALU 4U 89-028948 ; R e c Fee' Total Recorded ; Official Records ; County of ; BUtt .00 .00 Candace J: Grubbs PUWC..Uht:� Recorder. ; 10:43am 2 -Aug -89 ; BG 2 CERTIFICATE OF COMPLIANCE Issued to: Karen Allread 2461 Estes Road Chico, CA 95926 This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complies.with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. 1. Property location: 2. Assessor's Parcel Number: on the west side of Estes Road approx. 600 ft. north of Edgar Slough. Chico area. AP 39-41-30 ptn. Description : All that certain property located in the County of Butte, State of California, more particularly described as follows: A portion of Lot 11 as said Lot is shown on that certain Map entitled "MAP SHOWING SUBDIVISIONS OF THE MC INTOSH TRACT, BUTTE COUNTY, CALIFORNIA" which map was filed October 27, 1900 in Book 2 of Maps at page 164, records of Butte County, California, being more particularly described as follows.: COMMENCING at the Northeast corner of said Lot 11, which point is in the centerline of Third .Street as said street is shown on said map, and running thence South 01° 30' East along said centerline a distance of 497.00 feet to the True Point of Beginning for the herein described parcel; THENCE continuing South 01° 30' East along said centerline a distance of 153.10 feet; THENCE South 89° 20' West, along the Southerly line of said Lot 11, a distance of 247.96 feet; THENCE North 010 30' West, parallel: with the centerline of said Third Street, a distance of 155.05 feet; THENCE North 87° 47' East, parallel with the Northerly line of said Lot 11 a distance of 248.00 feet to the True Point of Beginning, RESERVING and excepting therefrom, the Westerly twenty (20) feet of Third Street for the benefit of the public as shown on said map. ALSO RESERVING therefrom a non exclusive easement sixty (60) feet in width for road and public utility purposes, being the Southerly 60.00 feet of the herein above described parcel for the benefit of the remainder of said Lot 11, or future divisions thereof, said easement shall inure with the land and be binding upon all successors in interest, their heirs and assigns. (continued on next page) 89 28.948 CERTIFICATE OF COMPLIANCE PAGE 2 AP 39-41-30 ptn. Karen Allread j Issuance of this Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 20-166 and Government Code, Section 66499.35 (b), to protect the public health and public safety: NONE County of Butte Subdivision Violation Committee END OF DOCUM T &' tj� �� �, la,64 6r W4�, pl- COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 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. I personally plan to provide the major labor and materials for construction of the proposed property.improveLment (yes or no) � 2., I (have/have not) ha Vp YIo7 signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name _ Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I.have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors 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: ` &Aa Property Owner Social Security Number 6 7- 94-C13q,� Date 5 31 fs9 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. o Y m N m N Ir �3 DIVISION -"BUILDING PLAN APPROVAL DK Date: Parking: Landscaping: Other. Signature' 248' 1 �n40 1 rOum�� �a? rn0MA DD -D m ( (1(P �OOOD x�Dm 1 A La 1�----------------� m — — _ A 1 ' t' --------- x 1>C m ti 1 � D o X 3 (P m £.• t' ' (-P4 is F r 0 Y m PROPOSED GARAGE 1 mm r, p Iz 1 m v(mi m' z ID r 1 EXISTI-N& GRAVEL "'DRIVEWAY N - N 001 (1 m�0�1 Or 1 mN�m nTr"0 � n Z cHmz �v9P — MMXT -n -n m n (A O O cin1AA 1: �g �m z -D�r =A -t(ml M O M m Or =$g g $_ 0 n m O mm v v � mDc�a -0 -(mm mOD OOrN� pr �r A?zr zmG!r —4-4 Oim 7omm Nir" Mud AAT mr�Q rW m6A rz —M O O N ADDm z z'A= 0-4 r= O� ��D �Am�rm 74 SEzC-p� Acnz mNr rDR z Am-, z m v� N(1 m �v �r OrOz_O G� � rD rnI>. 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C R A N D A L L ENGINEERING NORTH VALLEY BUILDING SYSTEMS 0 4988 Ponderosa Way PO Box 134 11 THREE SEVENS LANE W Yldplnes, CA' 96348 C H I C O. CA 95 9 7 3 Phone: (3091966-4844 Fax: (2091909 -4744 PHONE 15301 3 4 6- 7 2 9 6 osw3isAs u Q J N 9 6 9 L- 9 1P B I O S 9 1 3 N O H d S L 6 9 6 v 0 b O 1 H O 3 N v l 9 N 3 A as 3 H u H 1 L L > *v*,=' 998(803) .aod `ffBf-996(603) :ou04d 9f890 v0 'oouldpin f3& =08 0 AwJR ■ooiopuod 899f W w r �q e N d1 LA c oNIGIIne A311VA HIHON ON I H 3 3 N I© N 3 11 V a N V V aum LIJ LU N o N NOIl�aS ft Nb`7d N00 -1=1o zoo u u JAW _ ``' _ I d) LU V:) Yom a une) o:)iH7. 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COLOR 'SWELL GRAY' ROOF VENTS ------------ 11 1111 11 !l h 1,11! 11111 11fly TITLE: PRIVATE dARAcsE FOR BRUCE BLANCHARD r_WIr_0 (BUTTE CO), CAELEVATIONS Revisions: SCALE: Ii i���!I!;i._!I I�jo- i!f —FILE: -ENGINE-ERING--- �._��!� f`! 11 THREE 'SEVENS LANE CHICO, CA 9 5 9 7'3 4988 P::dercea Way PO Box 124 M I d p I n . CA 9534: (209)800- 644 Fax. (106190 0-47441 tl (� �� H NORTH ELEVATION BUTLr=F;2IB 11 STEEL ROOFING 5UTLER15 11 . PREFINISWED STEEL SIDING. COLOR 'BIRCH WHITE' CONTINUOUS GUTTER 11-1 - . -- „«.- - � ROOF VENT I IN 12 17 j WEST ELEVATION ROOF VENT IIN 12 DBL GLAZED WINDOW " DBL GLAZED WINDOW BUTLERIB 11 IN ANODIZED AL FRAME SOUTH ELEVATION FREFINISWED STEEL SIING. COLOR BIDRCI4 WHITE! EAST ELEVATION ELEVATION -5: BUTLER STANDARD GABLE TRIM. COLOR 'SHELL GRAY' I IN 12IlIli BUTLER15 11 PREFINISWED STEEL SIDING. COLOR 'BIRCH WHITE' BUTLER STANDARD GABLE TRIM. COLOR 'SWELL GRAY' IIN 12 !i� 11' 5UTLERII5 11 PREFIN15WED STEEL SIDING. COLOR 'BIRCH WHITE' QRpFESS/0 C cl rn C 32934 EXP. 6/30/06 CIVIL Or C \1 NORTH -VALLEY-BUILDING SYSTEMSICRANDALL TITLE: PRIVATE dARAcsE FOR BRUCE BLANCHARD r_WIr_0 (BUTTE CO), CAELEVATIONS Revisions: SCALE: SHEET A2 OF JRC:C;/WIN /DT/03012/ 17 DWG —FILE: -ENGINE-ERING--- A 11 THREE 'SEVENS LANE CHICO, CA 9 5 9 7'3 4988 P::dercea Way PO Box 124 M I d p I n . CA 9534: (209)800- 644 Fax. (106190 0-47441 JOB: 03012 II I z LU I � J I-- �w Ow z� u0 6 n Z_ L) u C --o--------r------ II LU} I J I T 13 O -I X O O L O � Z O H z aw O � 0 IVW Liu J wW w W Op Q N n oLU �oum omm IP) L - JU C m60 IP SVAQ i N \ O` �G%NEER L U n\ J U vNi W � ✓Nf � > 0doti O0 a� + o 3 96 L L- 9 f E 1 0 6 91 3 N O N d S z 6 9 6 V O `O O I N O 3 N r l 6 N 3 A 3 6 3 3 U N 1 L L ffLf- 996(608) "ad ft9►-996(609) :Ouo4d 9*896 Y0 'eso14PIN IP9L ZOO Od ADM •*OJOPuod 090P Q oN cSMISASamaji19A3llVANIHON 00 :a a u S 0- QE m a9 mU�� IFAL =-1 M i'VAa N011'VCINn0=1 Ln 5 3 z 1EEtl ° �B1 12 U p « Q. 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Signature: 248' 1 OmT z— * M-4 O� m OD �Om 1 A rpD 1 O � 10 ull cn w LO z j, tl m z — — — — — — — T— iQ - — — — — — — — — — — — — — — - a` a► m rp D m s —E�---------- A 1 X�c i rwt c}f--------- bZ a X _ Y 1 -4 v Z mr (Am � MA ' X r r N— l m z PROPOSED GARAGE � 70� m XN ��i,� I 1 m YkF %t �" I z � 1 m o (min m'a,� ' � t n� t^•' I ED cn m A 1 ' Ir 3 z 1 EXISTING GRAVEL DRIVEWAT V' N N O@ n Nm�O Or " — tN in - mm 0 gEvEa� -n -n M -n T O O= 11AA -(1N = O fZ Mw iDZD L A 1 n Il Z D r M _ W 4 RUA O m v v I>Ar m ()�11 (P -U O b. OrN m D O A? D 4 N z F Omz mT iD r_ O-+ 0 mO 74o-0 -4 A r z Tn(1 O Z DDm r a= O M. M. O�m m mo ATZ m r r Z Am-, z m O�r= m m C H I C O, CA 9 5'9 7 3 l> - V• I>. I>.z Phone: (209)986.4844 Fax: (1091966 -4744 PHONE 16301 3 4 6- 7 2 9 6 m 'r'n V• O c� z z Urn I,1 X I -on Nils E N 248' mX r r_4 5l' 26' 40't 123'3 n � n 13 M- ErN 03m =g"' HA i m�I n L m AD 10 D D Ar miilr N 6r DmUl (ft pA N -4- m n mzm 1-( A(�Aci, =Dmz -4 -4 O Zr 1>Z() zom m 131 N ° 7- _MX O(i A -1N (PZ D w O �Z O AA�I m m 4�mn O.NO mm D z N m� A Om mzN Q Dm A m NO D z° Nm b� Z r r m , N O D 3� m z N a3D A=r °z � N Am� rnF. Z v0 z 0 NmN �ZD D=m Nm0 Igo W z -n-1A�D m '0DD � N C @n� N m A C1 m z zm c N -Np (� z m 1 O (1 T p w N O@ n Nm�O Or m2cm M rA A�2m �r _ Nz m� in - mm 0 gEvEa� m �4 z0 �7110A (1mmD Ap n m $. p Imr,,F AN 11AA -(1N = O fZ Mw iDZD L A 1 n @ E Z D r 1G -4r � _ W 4 RUA Oz m �1Nl11��O GSD vii �mm m ()�11 (P -U O b. OrN m D O A? D 2�r 1 N N z F Omz mT iD r_ O-+ 0 mO 74o-0 m� A N m Om Tn(1 N• O ND DDm r a= 1D M. M. O�m m mo ATZ m r r Z Am-, rrr m O�r= m mem cmi DnA b. r ffnn v z �mm m ROD - r AZ Z amm T zA(ml (P m O 46 ZN OD r —r 'Qm 1 mm c vv 01 -Fm rz -Fm r0 v �v m z 4 w O C m z N A mm z D—D r �-4 D 3 ()Amro `° Mo N rFT-0;0 NDr �DAirr (—cD Z @Og O =$O D r �cnn�r 3 v N OzoOm �=3 ° D Do -0m mOF�;l pmr.A(1 DApOD -Ymm r�EA N c CL Woo m �(I3 3D 1G -4r � _ W OODTmO_ z s n D O NIDD ml;(Irr =10E Irrr r00 v 66 N t m o12 ccomr Dz° cn�,z g3�' Dm z F r �yAm m Qlr�' Z�v �Om mm t �m m 1 ��°II � N v° n� D i O �73 m D TITLE: rRIvATE GARAGE FOR BRUCE BLANCNARD BUTLlR IT! 0 n m CHICO (BUTTE CO), CA m _ W SITE PLAN = °z o : a o u C R A N D A L L E N G I N E E R I N G NORTH VALLEY BUILDING SYSTEMS o� 4988 Ponderosa Way PO Box 114 11 T H R E E SEVENS LANE Mldpinee, CA 96846 C H I C O, CA 9 5'9 7 3 Phone: (209)986.4844 Fax: (1091966 -4744 PHONE 16301 3 4 6- 7 2 9 6 r r D v E� D -04 8 O° Z 011�'t r 0 94 . A N. 0 m 1 z O OpO m m � n 0 m m c� w N N u X n m_ N n' m m y 70 74 u- Lo� ��nD rO��Or-°p N� ° 91 FnF 0 �Z mv.w my z m0 Nki �_ v m mm � , M N 1 N r� p D N m q, k1k k O � O O L'7 2T-011 IN -01 s o D X301 6030 0 X ul m O -<X wN A-' m v N m m ! ! ---Z-------i !.� L ----- I�\----J O N \ X �opuX °p P,yN<_ �OD rE�4 3 -1 �N r N�= DAN 0 zn � mm OOA Ni H r�cnD OnD r-4 H TION Z -0D NmU) OZb II m Z o <0 II mm D$ m N 5D m� II X-- 1 L -------- -- L_1 r ul m DA II z�. II m 1 N mD rpp 1A� � pD� A�D m c;11SS�`�5�1�S�SSSSl�1LiiS�.S�liSLai+IS��Li . •l-1 •I --{{i �� ozN=<z mo�'Dz0 A TITLE: PRIVATE GARAGE FBRI OR DGBLANCI-I E ARD en AZ.`OAmrm i i—' mm � rr, m O -4-n 00m _ (lm Ir, , spr� - (1 D -1 �OZmO ZnD FLOOR PLAN "N 4 SECTION _ z LA m I—_ VOibD DAtNi� �l�l !E N Z 0 N ° zUpz (p , e CRNODdA L L ENGINEERING NORTH VALLEY BUILDING SYSTEMS m zX = r NN D m�m� $ 0 6A 49 Nldplaee, Oroan wA 96348 ey oBox 124 11 THREE S E V E N S L A N E TRE Z8i Fpr 6;0 EN N m zm r- D i m O A� m D TITLE: PRIVATE GARAGE FBRI OR DGBLANCI-I E ARD en m O Fn CHICO (BUTTE CO), GA FLOOR PLAN "N 4 SECTION _ z LA N Z 0 N ° CRNODdA L L ENGINEERING NORTH VALLEY BUILDING SYSTEMS 6-4 $ 6A 49 Nldplaee, Oroan wA 96348 ey oBox 124 11 THREE S E V E N S L A N E CHICO. CA 96973 Phone: (2091866-4844 Fax: (20919.66.:-47,44 PHONE 16301 346-72-96 BUTLERIB II STEEL ROOFING WITH ZN-AL FINISH CONTINUOUS GUTTER /FIELD LOCATE D.5. COLOR 'SHELL GRAY' /ROOF VENTS 1 it li 11 I! II 0 1! i! 11 110 I! i! I! !! I! !I 11 !i li !i 11 1! 11 11 I! !I !1 ii li 11 11 11 !1 11 li it II !i !! i! 11 11 l! TITLE: PRIVATE GARAGE AGE FOR BRCE 5LANCHARD CHICO (BUTTE CO), CA ELEVATIONS llfillilIII!!!'�!!l!!!!;li!�!���ifij(lili!!II!!l!I!lill-l� SCALE: e1' -O° SHEET HA2 °`=°-OF 'E0 ( FILE: JR--:C:/WIN iDTi03012i 012-A2.DWG NORTH VALLEY BUILDING SYSTEMS C R A N D A L L ENGINEERINO. 11 THREE SEVENS LANE C H I C 0, C A 95 97 8 ,P -N=O N=E -t=ti`-8=0=1:—_8. 4-3 - 7 2=9-g — 4068 Pondoroaa Way PO Box 124 MIdpinom, CA 88848 p=h-o-n'�;=-( 2 0.'9 ) 9`8 6 - 4,8-4 4-- _�F a -x.,_,( 2-0-9)=0.8-8 _4_y_4.4A JOB: 03012- =— _ -_ -— - =_ --:—__ - — = I I NORTH ELEVATION BUTLERIB II STEEL ROOFING WITH ZN-AL FINISH BUTLERIB II PREFINISHED STEEL SIDING. COLOR 'BIRCH WHITE' CONTINUOUS GUTTER FIELD LOCATE DS. COLOR 'SHELL GRAY' ROOF VENTS ROOF VENT II I — BUTLER STANDARD GABLE TRIM. COLOR 'SHELL GRAY' II I� II' 11lI� BUTLERIB II WEST ELEVATION PREFINISWED STEEL SIDING. COLOR 'BIRCH WHITE' BUTLER STANDARD GABLE TRIM, COLOR ROOF VENT \ . 'SHELL GRAY' III� y I. IN 12 �, Illlilll!il!IIIIII!il!lilll'Il!!I!l(il!llili!'Illlllllllll!I! .. �� DBL GLAZED WINDOW SOUTH ELEVATION DBL GLAZED WINDOW BUTLERIB II IN ANODIZED AL FRAME PREFINISHED STEEL SIDING. COLOR BIIRCH WHITE! EAST ELEVATION ELEVATICN5: 1/811 _ 1 _011 c1'w I�'�!►f�fo- 1i' BUTLERIB II PREFINISHED STEEL SIDING. COLOR '51RCI4 WHITE' QR -FESS/ tq� T y 0 � r m r' m a C 32934 6/30/06 \Q 9TF CIVIL Op C AL%E un TITLE: PRIVATE GARAGE AGE FOR BRCE 5LANCHARD CHICO (BUTTE CO), CA ELEVATIONS Revisions: SCALE: e1' -O° SHEET HA2 °`=°-OF 'E0 FILE: JR--:C:/WIN iDTi03012i 012-A2.DWG NORTH VALLEY BUILDING SYSTEMS C R A N D A L L ENGINEERINO. 11 THREE SEVENS LANE C H I C 0, C A 95 97 8 ,P -N=O N=E -t=ti`-8=0=1:—_8. 4-3 - 7 2=9-g — 4068 Pondoroaa Way PO Box 124 MIdpinom, CA 88848 p=h-o-n'�;=-( 2 0.'9 ) 9`8 6 - 4,8-4 4-- _�F a -x.,_,( 2-0-9)=0.8-8 _4_y_4.4A JOB: 03012- =— _ -_ -— - =_ --:—__ - — = TYPICAL a q 5'-6" ALL CORNERS Sl I OFr, ------------- �. m A I i BUTLER X -BRACE I� !- g THIS BAY ONLY I 4" CONCRETE SLAB I WITH 6/6/10/10 UAl! 1 OVER 2"t GRAVEL BASE ff i ' T f RAMP DOWN EDGE 04 X 10' CONTINUOUS OF SLAB AT R.U. DOORS I AIRPIN AT FRAME I PER I / BASES AS SWOUN I o ' I I I I I O O O FOUNDATION FLAN: 1/011=11.011 d y CONTRACTOR SHALL VERIFY ALL ANCHOR BOLT SIZES, ANCHOR BOLT LOCATIONS AND DIMENSIONS UJITH PLANS BY BUILDING MANUFACTURER PRIOR OT CONSTRUCTION. FOUNDATION DESIGN 15 BASED ON INFORMATION PROVIDED BY BUTLER MANUFACTURING COMPANY FOR JOB 003-109095 rEACH CONT. ,.4`^ REINFORCING\ 32 ,, BAR 0o II I I I I CONTINUOUS REINFORCING () IN PERIMETER FOOTING ANCHOR BOLTS LOCATED \ , INSIDE OF REINFORCING 77 DETAIL 51.1 OPTION SLAB AND PERIMETER FOOTLING POURED MONOLITHICALLY. CONSTRUCTION TOP BAR TIED TO JOINT BEND AS SHOWN N« 12"Q :ATE ONE BAR NNfo"OF EAA.B. —"—� i ( rU OPTION 02 SLAB AND PERIMETER FOOTING POURED SEPARATELY. CONTRACTOR MAY CHOOSE EITHER OPTION FOR CONSTRUCTION OF BUILDING PERIMETER FOOTINGS DETAIL NTS 51.1 urL TITLE: PRIVATE GARAGE FOR BRUCE BLANCHARD C41CO (BUTTE CO), CA FOUNDATION PLAN Revisions: SCALE: I/8"=1'-0" SHEET 14 '— OF 5 FILE: JR--:G:/WIN /DT/03012/ 012-511L) = NORTH VALLEY BUILDING SYSTEMS CR ANDALL E N G I -N E ER ING 11 THREE 8 E V E.N 8 LANE C H I C O, C A 9 6 9 7 3 P N 0 N Q 19 9 O 1.. 9 4 6- 7 9 9 4 4969 Ponderosa Way PC Box 144 Mldpines, CA 99848 Thane: (QOs)988-494i !'ax: i4lDiii9M 8=`4y44 JOB: 03012 "�- ; "` `� oSWWLSA8ommineA3IIVAHIMON. � b 0 W 9 6 9 2- 9 (r 6 1 0 6 91 3 N O H d S z 6 9 6 WO 'O O I H O SNVI S N 3 A 3 S. 3 3 U H 1 L L opt zip - 996(601) :XDal ffBl-996(609) :0004d 99,996 VO 'ssuld0111 ►LI x9e Od A&M 0s0A0p00d 0969 tl 9= 3 \Q 0Y 611a33NI©N3 11VdNVV0 m o z QE ° 0 = G I VA CI NO I lb` ClNnO=l Q Q) U.~i 0� 'D 0 m nY` Z'G OmD6 p�N mIL� vo (o� aline) o�iH� Q m le o LLI m p �–� dl ZW) tl tl� c9 9 CiZItIH�M�''19 3�rta9 �1od 3 b'�7 31t1'/�I�Jd :31 :3-ULL ) u u 3 a7� tl o� v 0 U Ei cn m m M 9 tl Ql O1 yym p� tl.. 0 m 3 TOI.,tl 0 me Qz 3..m " m0 0Q 09 m >c �-00 9 y mm mm 9 02m��' U m> tlEU0 x mp m 0 Qp�p���� EXmOtlQQ. 0 I 266� UQ� E Q3 �tl T� E � O - - " m Z � b — m 9 ul m 0 m m $Q tl m .fl 9 m 0— V1 -2 m �0 Ndp_ 0 C CO 0 3 Q C 1q x'( m y1 OCM tl Mr1 00> Q�tl� B- 0 '0 m J) � � 3p3ym EE Dtl mmm0ya �QW 009 w Y c� tl J)Ury �' tl— - m m b— c, LE m 0 U Ql Q0 rr _U �p m m 4)m E m .. tlc S 00Sm9 MD�m 09 mmu 0� pm -LOE 0416�3 tlTf-6 00-0,20 700 �mm Q1�9 ��. .,E 0� 0)01@ m610 �U m �_wm 0..� m0= E O O m m U-6pj €�cc Sp9 tlmrm �"� U`lN m�— m 0� 0tl m rtli QIUp 00� Em (l1 9 U. 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