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Home My WebLink About022-030-017022-030-017 Agricultural Bldgs ORAGE(3600) W/ CLUB EPA -REEK FARM 022-030-017 Agricultural Bldgs ORAGE(3600) W/ CLUB -REEK FARM It BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES ' BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds ;PROJECTINFORMATIONr Site Address: AFTON RD Owner: Permit NO: B07-1345 APN: 022-030-017 LITTLE DRY CREEK FARM DBFIRE Fire Commercial Plan Ch Issued Date: 08/23/2007 By TMP Permit type: COMMERCIAL PO BOX 22686 Subtype: Agricultural Bldgs SACRAMENTO, CA 95822 Expiration Date: ,08/22/200 Description: COMM AG STORAGE(3600) W/ CL_ (530) 756-5905 Occupancy: U-3 Zoning: A40 Contractor Applicant: Square Footage: NORTH VALLEY BUILDING SYSTEMS NORTH VALLEY BUILDING: Primary SF 2nd Occ SF 3rd Occ SF 30 SEVILLE COURT 30 SEVILLE COURT 3,600 1,200 800 CHICO, CA 95928 CHICO, CA 95928 4th Occ SF 5th Occ SF Total SF (530)345-7926 (530)345-7926 • 5,600 y FEE INFORMATION v. DBU1 Agricultural Building $1,290.59 DB Ul Agricultural Building $1,935.89 DBEH Building Review Fee $75.70 DBFIRE Fire Commercial Plan Ch $102.70 DBOMSCF FEMA Flood Zone Review $115.98 DBSMIP-Commercial $20.41 FFC Comm Alarm System Review/T $181.70 FFC Pin Ck Comm Lo/Med Hzrd $90.80 LICENSED_CONTRACTOR'S•DECLARATION"', Contractor (Name) State Contractors License No. / Class / Expires NORTH VALLEY BUILDING SY: 8A 2173 / B C8 / 09/30/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 08/23/2007 Contractor's Signature Date WORKERS_; COMPENSATION ;:DECLARATION' I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I 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. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compansation insurance carrier and policy number are; Cartier: Policy Number: IExp. Date: (This section need not be completed if the permit is oris or one llars ($100) or ass. ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 08/23/2007 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN'EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. -CONSTRUCTION'LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip 3.77 Balance Due: $0.00 Receipt No: OWNER/ BUILDERIDECLARATION $3,813.77 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: —]1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the 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 improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). FI AM EXEMPT under Section B. & P.C. for this Owner's Signature 08/23/2007 Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property ownefs behalf. 08/23/2007 Owner ❑ Contractor OR; E]Agent for Owner. ElAgent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.neVdds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name S First Name Mailing Address ! V City v t'S State _ 7r1 6 Phone -5 1 Fax 7-56-S111 E-mail jos4 APPLICANT INFORMATION CONTRACTOR Name t S Address S . ,O.- lJR City IN, City — Zip _ Stated Zip S Phone Sate License Number Fa E-mail r, J Lic. # la I .7 lass APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address Address L' S . ,O.- lJR City IN, State Zip _ Phone - F b _ 4 E-mail Sate License Number APPLICANT INFORMATION Name I Address City _ State Zip 428 Phone Fax 4 E-mail «o APPLICANT SIGNATURE X PROJECT LOCATION AP# ® _ Property Ad -'---- City PERMIT NO. BIN # WORKER'S COMPENSATION Policy Number CameA PN R t CA S,44k If hiring anyone other than license contractors, a certihcaof worker's compensation must be shown at the time of permit lssuan e. DESCRIPTION OR SCOPE OF WORK: A:5- AOL, S r✓ Sq FT- Living Garag pen Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning - Flood Zone JA I SRA I Yes No Occ. Type Const. BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 . Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1345 Job Address: AFTON RD Contractor: NORTH VALLEY BUILDING SYSTEMS 30 SEVILLE COURT CHICO, CA 95928 Printed: 06/20/2007 9:40 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DB U1 Agricultural Building DBF AG BLDG N Plan Rvw Fee 0010-440001-4210500-1010 $1,290.59 06/20/2007 $1,290.59 DBF AG BLDG N Permit Fee 0010-440001-4210500-1010 $1,935.89 DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 06/20/2007 $75.70 FFC Comm Alarm System Review/T 0100-450001-4617237-1010 $181.70 06/20/2007 $181.70 FFC Pln Ck Comm Lo/Med Hzrd 0100-450001-4617237-10101 $90.80 06/20/2007 $90.80 DBOMSCF FEMA Flood Zone Review 0010-440001-4210500-1010• $115.98 06/20/2007 $115.98 DBSMIP-Commercial . 1001-0-280-1011298 $20.41 �npae w ill be added v�n�e� 39711.07 $1,754.77 Printed By: Kourtni Graham /,—Balance Due: $1,956.30 - DoeS nod MxW6M*+ At the time of permit application, I was advised the above fees are required prior to issuance of the�� permit. These fees ge uring the plan checking process. Signature: Date: 06/20/2007 Pursu t to Gove n nt code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from a date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). N 7 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1345 Date: 06/20/2007 Location: AFTON RD By: KCG Parcel Number: 022-030-017 Sub Type: Agricultural Bldgs Owner Name: LITTLE DRY CREEK FARM Phone: (530) 756-5905 . Description: COMM AG STORAGE(3600) W/ CLUBHOUSE(1200), COV(800) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No ❑ ❑ ❑ ❑ ANEW kabm � DRAINAGE DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property Owner: FILE Date: 06/20/2007 Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase -II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1345 Date: 06/20/2007 Location: AFTON RD By: KCG Parcel Number: 022-030-017 Sub Type: Agricultural Bldgs Owner Name: LITTLE DRY CREEK FARM Phone: (530) 756-5905 Description: COMM AG STORAGE(3600) W/ CLUBHOUSE(1200), COV(800) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 06/20/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: O Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hqp://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1345 Location: AFTON RD Parcel Number: 022-030-017 Date: 06/20/2007 Owner Name: LITTLE DRY CREEK FARM Phone: (530) 756-5905 Description: COMM AG STORAGE(3600) W/ CLUBHOUSE(1200), COV(800) Signature of Property Owner- Date: 06/20/2007 FILE y/ -Oj/22/07 08:59.FAX 530 894 7647 RECORDING REQUESTED BY FIRST AMERICAN TITLE INS. CO. AND WREN RECORDED MAIL TO; David Allen Steiner, Trustee 5560 Sonoma Mountain Rd. Santa ROSa, CA 95404 BTEC CUSTOMER SERVICE 0003 2®�0-01Cd38333 Recorded I REC FEE 22,10 Official CountyyRRfords j TE CANDACEUJ. GRUBBS f RQSEMARYIDICKSON I Assistant I. Maureen a 09t00AM 04 -Oct -2000 I Page 1 of 6 e Space Above Ibis Line for Recorder's Use only A.P.N.: 022.030-015, 017 & 018 Order No.: BUIS1390 Escrow No.: 301067A GRANT DEED I �ggNSFFR ' THE UNDERSIGNED GAANTOR(s) DECLARE(s) TUAT DOCUMENTARY TRANSFER TAX IS! COUNTY ; p��D X ] computed on full value of property conveyed, or l computed on full value less vallis of liens or encumbrances remaining at time of sale, X ] unincorporated area; [ ] City;of -, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, Little Dry Creek Farm, LLC, a limited liability company hereby GRANT(S) to David Allen Steiner, Trustee under Trust Agreement dated July 13, 1982, AS TO AN UNDIVIDED 20% INTEREST the following described property in the City of unincorporated area, County of Butte State of Califomia; See Exhibit "A" legal description attachedihereto and made a part hereof. Little Dry Creek Farm, LLC, a limited liability company By: see attachment for signatures WP AT SQFIRAKCarom.161104169 /FFF 9Doctrruent Date: September 2? 2000 07AR �BAt�u 4,FORM omm, Exp• No,,, 19.2000 � STATE OF CALIF NIA )SS COUNTY On n A 7n/lf) t_ -- _-- 0/ . )A�. . Z, _ % 11 Personally known to me (or proved tome on tit; baslsiof satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the name in his/her/their authorized capacity(ies) and That by his/her/their signatures) on the l,uaamem the person(a) or the entity upon 'behalf of which the person(,) acted, executed the instrument. WITNESS nd and official ,cols d� Signature �t Bll'1'r� This area for official notarial seal.00UNTY ,UN 2 0 2007 NT Mail Tax Statements to: SAME AS ABOVE or Address Noted Below DE SE t Irl ,3 J. rid, . �22/07 08:59jFAX 530 894 7647 BTEC CUSTOMER SERVICE a I Signature(s): Little Dry Creek Fame, LLC,'a California Limited UqWIO Company i By� La R. IS R. G;ury By: (Aj . Terri L. pry, M bor Tem L. Gury By: S phen . .House. Trustee of the House Stephen M. ouse ndividw Family std ted Jul 10„ 1995, Member Trustee of th H se F'ami July10, 1995 By. Debora Pfanner Buse, Trustee; 't the Debora Plan er-H usq1, Ind House Faml rust dated July 10, 1995, Trustee of t e Hou ami Member July 10, 1 5 By: Jud Oswald ember Do ea B. Nell Ind' idu ly of NELL R O ABLE F J e 24, 1988 By: , Jame A Yost, Member • . Theodore'F. N , Individually of the NELL R OCABLE TK Ju 24, 198 Theodore F. Nell, Member Ja es A. ost y a as Tru t dated Fidually and as Trust dated r and as Trustee ZUST dated an as Trustee :US dated 1 Q 604 /A/07 09:00 FAX 530,894 76417 BTEC CUSTOMER SERVICE Cj006 Exhibit "A" ORDER NO. BU -181390 LN i DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, • COUNTY OF BUTTE, AND IS. DESCRIBED AS FOLLOWS: BEGINNING ATA 2 IINCIt IRON PI PE. NONUNO;NT MARKING THEQUARTER SECTION CORNER COMMON TO SECTIONS 16 AND; 17, TOWNSHIP 18 NORTH, RANGE 1 EAST, M.D.B. &M., AND RUNNING THENCE ON A FENCE MARKING THE WESTERLY LINE OF SAID SECTION 16, NORtH 00 DEG. 07' 020, -WEST, 2641.69 FEET TO THE CENTERLINE. OF A ROAD.KNOWN AS BIGGS-PRINCETON ROAD; THENCE ON THEI CM4TERLI.NE OF SAID ROAD, NORTH 89 DEG. 57' 43" EAST, 1888.69 FEET; THgNCE LEAVING SAID.ROIAD CENTERLINE, AND ALONG THE EASTERLY AND SOUTHERLY DINE OF AN EXISTING PRIVATE FARM ROAD, THE FOLLOWING COURSES AND DISTANCES: SOUTH 01 DEG. 04' 05" EAST, 197.91 FEET; SOUTH 30 Dl3G. 35' 3511 WEST, 34.07 FEET; SOUTH 44 DEG. 17' 55" WEST, 3S2.79 FEST; SOUTH 35 DEG. 49' 22" WEST,'345.50 FEET; SOUTH 26 DEG. 50':49"°WEST, 429.07 FEET; SOUTH 69 DEG. 09' 16.11 WEST, 234.62 FEET;'SOUTIi 28 DEG. 34' 29" WEST, 322.19 FEET; SOUTH 13 DEG. 40' 2411 WEST; 331.08 FEET; SOUTH 43' 4311 EAST, 47 DEG. 244:98 FEET; SOUTH 41 DEG. 26' 2911 EAST, 446.96 FEET; SOUTH 21 DEG. 08' 2711 WEST, 157.40 FEET; NORTH 84 DEG. 15' 191' WEST, 129..63 FEET; NORTH 22 DEG. 33':121t WEST, 233.89 FEET; NORTH 51 DEG. 10' 12" WEST, 233.45 FEET;:NORTH 67 DEG. 19' 45" WEST, 267.27 FEET; SOUTH 39 DEG. 22' 04" WEST, 510.73 FEET; AND NORTH 57 DEG. 16' 26" WEST, 67.61 FEET TO THE WESTERLY LINE OF SAID SECTION 16; THENCE ON THE WESTERLY LINE OF SAID SECTION 16, NORTH 00 DEG. 07' 0211 WEST, 1.0 FEET TO THE PLACE OF BEGINNING. AP#: 022-030-015-000 PARCEL IIS ALL OF SECTIONS 15 AND!16, TOWNSHIP 18 NORTH, RANGE 1•EAST, M.D.B. & M., LYING WESTERLY OF THE CENTERLINE OF THE MAIN DRAINAGE CANAL OF DRAINAGE DISTRICT NUMBER 100 OF BUTTE,COUNTY, WHICH SAID CANAL IS PARTICULARLY DESCRIBED AS PARCEL ONE, IN THAT CERTAIN DEED EXECUTED BY CROCKER ESTATE COMPANY, A CORPORATION, TO DRAINAGE DISTRICT NUMBER 160 OF BUTTE COUNTY, DARTED MARCH 15, 1917, AND RECORDED MARCH 30, 1917, IN BOOK 162 OF DEEDS, PAGE 428, BUTTE COUNTY RECORDS, AND A7ZSO LYING WESTERLY. OF A LINE RUNNING FROM ENGINEER'S STATION 218+95.2-219+22.2 OF THE SURVEY OF SAID CANAL AT THE NORTHEASTERLY END OF THE AFORESAID PARCEL ONE DESCRIBED IN SAID DEED, DUE NORTH TO THE NORTH LINE OF THEIAFORESAID SECTION 15. EXCEPTING THEREF90M THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT A 2 INCH IRON PIPE MONUMENT MARKING THE QUARTER SECTION CORNER COMMONITO SECTIONS 16 AND:17, TOWNSHIP 18 NORTH, CONTINUED X22/07 09:00 FAX530894 7647 BTEC CUSTOMER SERVICE 1� 005 Document Date: September 27. 2000 i. i i • STATE OF CALIFORNIA )SS COUNTY OF On Z D before ac, fj6.j personally aP isistrimm personally known to me (or p to me on the balls of s rory evidence) to be the persoa(s) whose tlamNs) Lsfaze subscribed to the u^� irutrttment and acknowledged to the drat he/shdthey ertewted the s(+me is hisfherltdetr authorized cape ) ^deli : ��L the personts) or the entity upon behalf of which the persba(s) acted• cmuted the inswment� f s t CoRlfniSSlOr11l 12411,10 WITNESS my hand and official seal. i NotorY Public ' Cantilornia Polo County Slgnarure . a�►w.. ?Aycortlm.CytPlt Nov7. This area for official notarial seal. Document Date: September 27. 2Q00_ STATE OF CALIFO lA i ;S5 COUNTY Of On Q' before me, ; personally appeared to 'the persacknowpp to Me, me(rhat helshe/tttev execu¢d ihefa ��me Sin bts/herfdrelr authorized capaerryGcs) and that by hisfher/theslare ir theesignanuNs) nt the inswmenr and 8 die personas) or the entity upon behalf of which the persons) acted. executed the Instru WITNESS my hand and official seal. CAROLA M. CANTRALL Comrnlvsinn # 1241170 �� Natary Public - Cd1fomia _ Signature _ \�¢�d� ` ' n Yoln County Mty Comm F •ti; NoY7 Document Date: September 27. 2000 STATE OF CALIF IA AS COUNT OF - • ) On -before tae, personally a peared �at personally known to me (or prov me an the basis of satisfactory evidence) to be the persons and acknowledged to me that he/sht/they-executed the same in his/her/their authorized capacity(t. the person(s) or the endry upon behalf of which theeison(s) acted, executed the Instrument. TNE WESS y� d and official sefil. Signature c whose name(s) is/are subscribed to the within lnsaument ) and that by his/her/their siguanure(s) on the instrument This area for official nomrial seal. r PAT SOHRAKOFF 0 Comm. 01104198 n e NOTARY PU9UC • CALIFORNIR" �. YU9A COUNTY li I Comm, Exp. Nov. 19.2000 X22/07 o; Ij f 09:01'FAX 530 894 7647 i BTEC CUSTOMER SERVICE ORDER NO. BU -181390 LN DESCRIPTION - CONTINUEb PARCEL IT — CQNTIN8E'D RANGE 1 EAST, M.D.B. &i M., AND RUNNING THENCE.ON A FENCE MARKING THE WESTERLY LINE OF SAID SECTION 16, NOR-rH 00 DEG.•07' 02" WEST, 2641.69 FEET.TO THE CENTERLINE OF A ROAD KNOWN AS BIGGS-PRINCETON ROAD; THENCE ON THE!CE14TERLINE OF SAID ROAD,, NORTH 89 DEG. 57' 4311 EAST, 1888.69 FEET;. THENCE LEAVING SAID ROAD CENTERLINE, AND ALONG THE EASTERLY AND SOUTH$RLY LINE OF AN EXISTING PRIVATE FARM ROAD, THE FOLLOWING COURSES W DISTANCES: SOUTH 01 DEG. 04' 0511 -EAST, 197.91 FEET; SOUTH 30 DEG. 35' 35" WEST, 3$4.07 FEET; SOUTH 44 DEG. 17' 55" WEST, 352.79 FEET; SOUTH 35 DEG. 49' 22" WEST, 345.50.FEET; SOUTH 26 DEG. 50' 149" WEST, 429.07 FEET; SOUTH 69 DEG. 09', 16" WEST, 234.62 FEET;SOUTH 28 DEG. 34.' 29". WEST, 322.19 FEET; SOUTH 13 DEG. 40' 24." WEST,; 331.08 FEET; SOUTH 47 DEG. 43'.43" EAST, 244,98 FEET; SOUTH 41 DEG. 26' 29":EAST, 446.96 FEET; SOUTH 21 DEG. 08' 27" WEST, 157.4'0 FEET; NORTH 84 DEG. 15' 19" WEST, 129.63 FEET; NORTH 22 DEG. 33' 12"tWEST, 233.89 FEET; NORTH S1 DEG. 10' 12" WEST, 233.45 FEET,--:NORTH-67 DEG. 19' 45" WEST, 267.27 FEET; SOUTH 39 DEG. 22' 04" WEST, 510.73 FEET; AND NORTH 57 DEG. 161 26" WEST, 67.61 FEET TO THE WESTERLY LINE OF SAID SECTION 16; THENCE ON THE WESTERLY.LINE OF SAID SECTION 16,.NORTH 00 DEG. 07' 02" WEST, 1.0 FEET TO THE PLACE OF BEGINNING. AP#: 022-030-017-000,.1022-030-018-000 007 I .� DALL ENGINEERING 4958 PONDEROSA WAY P.O. BOX 124 MIDPINES, CA 95345 July 30, 2007 Department of Development Services Building Division 7 County Center Drive Oroville, Ca. 95965-3397 5UBJECT: Permit 1307-1345, APN 022-030-017. Dear 51r or Madam: On the plans currently under review by your department, the non-structural infill framing 15 shown a5 hghtgauge steel framing. The contractor would like to 5ub5t1tute wood framing for all of these components in the clubhouse portion of the building. Th15 change would have no effect on the pre-engineered steel building that provides the building shell or the foundation5. 51mple 5ub5t1tution of 2x4 for 3 5/8 steel studs and 2xG for the G" steel studs will be adequate for all walls and partitions. The G" steel ceiling J015t5 should be replaced with 2x8 ceiling Joists at 24" O.C. 51nce there 15 no wood equivalent to the 2" steel J015t5 used �Ih the section of firewall in the attic (see 5ection5 A and C on A3), th15 wall section should remain a5 shown on the plans. 51nce all of the proposed wood framing can all be built according to the requirements of 5ection 2320, "Conventional Light Framed Construction", of the 2001 CBC, no additional engineering calculations or design should be required. This change will require that the Type of Construction used for the Code Analy515 be changed from IIN to VN. Attached 15 the revised code analy51'w/ith -new allowable area calculations. Please call me if you have further que5tion5 on this matter. 5incerely, J. Andy Crandall, P.E. CC: NV55 07044 R F BUTTE I �• 7� COUNTY 4 * AUG 0 2 2007' s DEVELOPMENT SERVICES PHONE: 209-966-4844 FAX: 209-986-4744 y X R m O t1 X 33ccll ND N -D NE43 = A--4 O Dmmp�m@� iOO�N�Z� m.�N n�rpiX N Q� r A _ A 3 D z m�0 �rzgm XOmm3� Aimf-p-�bycnDDN n' �g -t Ng QQ r QrQ ANDDa Qin $AmQ ffi D 00 y rriN$ ap m£EhE NN• DZ-�1�-� .n r �m = W r- N D -4 Z mi�m�� np N33� C1m= � ONN (i1 Np�`'3� m � .. 1Q f m m ND I' D N` 0210@'iii O(�1I Tnt= N yDED 3Dmc.i Dm 1 �� fn0 m� m R(� v -4 A T- I- �y zNA� �DD7C r$��= Nm=A NN�-UN fmli � l = t D S � Q D g 1 m� NN m =m D t n ON N m (niD�i ZN 4� ,m'u '�'O.A nimc°ONm r m3 mG� �Q Z N_ C njN� 3 Ni mg -ter DODO Dr �3r T ® N ni DD D E �o$zi z� ��NgooN o _ Q _� r _ D �zz cn� z W (p -np0 Om=��zyD yr Nrn °� - f"PzZ�zm� Am 3 N (ln �n(1 prtt po�� IPP T�Dw'm DD1y$wA �<� 000;�p�T� N -m mN $ �:� {� mD -f �in��fn @m��i'� OD =C1pzp wm�Di 3=311�'AS� Lal �p� N� v Nil < N L III �n ;� E mE AIm ��. Z�m� gAz Ng Aw z 4 D EME5D Z3=�0 D m��z �OIEAr -ipZ�N8 ~-Ni �Q� 3 A6°NQ O Z Q 1Dy0= �v mm m�Drp� Diim Nr(D1AO�ND V m ,grgV X 0 v 1J DD BOE 3m�� N �g ~MA �Z N VI$A� 03 0 ( N (jmDO�m A�_ zp DDmp G�1y10? �� - yNj� _ g N NN(A m 2"rI DzmDm O 3� < i� A V (li�Om (lOA@cnN mg zAcn DC1Ep �g■ p mmq-q��mmi OZ Sym �ri0 F■'c(IP r -R (7lC �DD • � �C ,\ \rye, N"'mD A�vAzr 2A Zp, 3ru ipmr6N z r m 11 W N� Nr2iZ�m mm 7 A0() P N O N o� m�N mm DDDm_ZmDr frtZm(1 m� Om 3 i Dp $�(p(pm M (n g E Xm ADz� N z OMPA TA N v f2T 2NDeaDD .. .. i �A F$� � D o � Nay(p v neo NN$A-FpD�rmo E �m c°A(PP Dw �m a ,p 0gz v v n �� Z N , 1 TITLE: PRIVATE CLUBHOUSE / ACs. STORAGE BUILDING R FO REVISIONS: Fn LITTLE DRY CREEK FARMS, LLC, BUTTE CO, BUTLER DATE MARK NOTE w FLOOR FL!""tl � a` � CRANDALL ENGINEERING NORTH VALLEY BUILDING SYSTEMS 4958 PONDEROSA WAY - - ■ - ■ P.O.BOX 124 •30 SEVILLE CT. MmPO�ES, CA 95345 CHIC 0, C A 9 5 9 7 3 PHONE 209-9664844 FAX: 209-968-4744 PHONE 1, 3 0 1 345-72 9 6 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile www.buftecounty.net/dds PLAN CHANGE ❑ RECHECK :o Owner's Name: � "ncmez Aos-�-. BP#: r o 7 — /. 7� `t/� Date: 117- Contact Person & Phone Number: AP#: _o -�— Received By: C-�4_ Time: 92-8 71T TT1T111!`1r ��r� �� • �� ..�� __ _._ _ -- ❑ Response to Inspector's Correction Notice - Inspector's Name: ►Response to Plan Check Letter- Plans Examiner's Name: �� Pe jt0sQr *Submit two (2) drawings reflecting the plan change or recheck for plan review. If engineering is involved, the engineer or architect must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. WHEN APPROVED: ❑ Call and hold for pick-up. ❑ Deliver with Next Inspection ( for 8 Y2 X 11 only) Minimum plan change fee to be collected at time of submission, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $115.98 paid. ❑ Additional Fee Amount: Receipt #: Revised 6/07 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING June 18, 2007 Troy Ferguson North Valley Building Systems 30 Seville Ct Chico, Ca. 95928 Assessor Parcel Number: 022-030-017 Building Permit Number: 07-1345 (James Yost, Ag building & R-3 Club Room) i� JUL 2 0 2007 Y Thank you for submitting plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by letter or by completing and returning a Plan Review Response Form. Your complete and clear response will expedite the re -check and approval of this project. COMMENTS: 1. Provide heating for the R-3 area, show the location, and specify the type and size of the unit that can maintain a room temperature of 70 degrees at a point 3 feet above the floor. (2001 C.B.C,: Chapter 3'; section 310.11. Provide two sets of Title 24 energy calculations for the proposed R- 3 occupancy. 2. Provide two sets of Title 24 energy forms for the Ag building; LTG- 1-C compliance forms for the proposed interior lighting and OLTG-I-C compliance forms for the proposed exterior lighting. 3. Submit two new corrected sets of plans and calculations. If you wish to discuss any of these comments, please call. (530) 538-7541 between 8:00 a.m. and 5:00 p.m., Monday through Friday. Jim Peterson Plans Examiner iepeterson c@buttecounty.net Cc: James Yost; Owner Philo Hunt, P.E. Plan Check Engineer phunt@buttecounty.net PLAN REVIEEW RESPONSE FORM )rder to ex-pedite the review of your plans, please complete the following information and retlun this form with your re -submittal. I form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vatic >onse to every iter. requested in our plan correction letter_ `By others'' is not considered a valid responseate youw _ Please indic )Ohre to each item and the location where the information can be found on the plans/calcs. ITTACH TRES FORM TO A COPY OF YOUR PLAN REVIEW LETTER/SND REM—PN WITH RASED AND ORIGINAL PLAN&. NERS NAME DATE: ESSORS PARCEL NUMBER PERM NUMBER -530-n17 _ 5 PONSE FOR PI AN CHECK I Er - NCH EK r- NCHECK ITEM # IMENT, CCK [i EM # RESPONSE BY: I V �S MENTS: - :ATION ON PLANSfCALCS: ------------------ I CHECK ITEM # RESPONSE BY: LOCA ON ON PLAhISlCALCS: MENT.1 : CRECK {TEM # RESPONSE BY: LOCATION ON PLANWCALCS ►+IEIdTI;: i � RESPONSE BY: LOCATION ON PLA-Nf VIEW RESPONSE FORM order to expedite the review of your plans, please complete the following information and retum this form with your re -submittal. I form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valic Ouse to every item requested in our plan correction letter. "By others' is not considered a valid response. Please indicate yow �onse to each item and the location where the information can be found on the plans/calcs. LTPACH TENS FORM TO A COPY OF YOUR PLAN REVIEW LETFER AND RETURN WITH REVISED AND ORIGINAL PLANS. VERS NAME DATE: ESSORS PARCEL NUMBER PERMIT NUMBER PONSE FOR PLAN CHECK LETTER DATED: N CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS- AMENTS: .N CHECK FTEAti # RESPONSE BY: LOCATION ON PLANSICALCS: AMENTS: N CHE CK ITEM f RESPONSE BY. LOCATION ON PLANSICALCS: MAENTS: R CHECK nmA # RESPONSE BY: LOCATION ON PLANS/CALCS: MAENTS: h CCK nEm 9 RESPONSE BY. LOCATION ON PLANS/CALCS: BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE (A BUILDING PERMIT CANNOT BE APPROVED WITHOUT THIS COMPLETED FORM) PRC OJE_C_T ADDRE/SS _A� P LIi `/" 00 "O LDG._PERMT # 07 �� F NAME /� - ,� . /1 I/) 01i�.I VYI l�C. CITY,_STA-TE, ZIP CNATUREAF C71=. Does your busi ss or that of y�tenants handle, store, or transport hazardous materials? NO O YESA NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the environment if released into the workplace or the environment. "HAZARDOUS MATERIALS" include, but are not limited to: hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. L.L.- Do you or will your future tenants handle, store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature or pressure), of formulation containing hazardous material? NO k YES ( ) If you answer YES to 1 or 2, contact the'Butte County Environmental Health Department at (530) 891-2727 for a review of the project. CID Is the business/facility/operation to be located within 1,000 feet of the outer boundary of a school or a school site? NO X. YES ( ) IF YES, Name of school: GD Does the business/facility/operation have the potential to emit any air pollutants: e.g. dust, soot, odors, fumes, vapors, or other volatile compounds? NO I) YES( ) IF YES, contact the Butte County Air Quality Management District at (530) 891-2882 for permit requirements. t Owner_or Authorized Company Representative PjA_Date BCEHD BCAQMD E]The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Quality Management District. The above regulations DO NOT apply to this facility. BCEHD Signature Date BCAQMD Signature Date 03/02 White -Bldg. Div. Yellow-BCEHD Pink-BCAQNM Goldenrod -Fire Dept. �.J BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE (A BUILDING PERMIT CANNOT BE APPROVED WITHOUT THIS COWLETED FORM) CA h PROJECT ADDRESS l A.P. # 6 ZZ 00 7�LDG. PERMIT # FIRM NAME � ADDRESS v25�2b d Gt" CITY, STATE,k' ZIP S .5 NATURE OF BUSINESS 4 J CONTACT PERSON PHONE NUMBER 71 1. Does your bu'sin)ss or that of y4 tenants handle, store, or transport hazardous materials? NO () YES l./ 'A NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health _. .._.._ , and safety -:. r to the environment if released into the workplace or. the environment. "HAZARDOUS MATERIALS" include but. are not limited to: hazardous chemicals, hazardous .. r. ..aMt ..;.. z-•R'!a.:►, , _:_�.�.-. �;..-........yr. w• -i:: .. .r:u;.:-a_, .,- �►ww: ,._..n•..., - ,-,; +R ,'ki W+.—..en�:.-k- #:..:..,,It 'any -' c:... tk--r .`.:,: waste, paints, oils, lubricants, fuels, flammable§; combustibles; corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons _or harmful to the environment if released. 2. Do you or will your future tenants handle, store, or transport 55 gallons, 500 pounds, or 200 cubic feet - (at standard temperature or pressure), of formulation containing hazardous material? NO k YES ( ) If you answer YES to 1 or.2, contact the -Butte County Environmental Health Department at (530) 891-2727 for a review of the project. 3: Is the business/facility/operation to be located within 1,000 feet of the outer boundary of'a school or a school site? NOS YES ( ) IF YES, Name of school: 4. Does the business/facility/operation have the potential to emit any air pollutants: e.g. dust, soot, odors, fumes, vapors, or other volatile compounds? NO XA YES( ) IF YES, contact the Butte County Air Quality Management District at (530) 891-2882 for permit requirements. Owner or Authorized Company Representati BCEHD BCAQMD BCEHD Signature BCAQMD Signature 111911p] The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Quality Management District. The above regulations DO NOT apply to this facility. Date Date X White -Bldg. Div. Yellow-BCEHD Pink-BCAQMD Goldenrod -Fire Dept. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE (A BUILDING PERMIT CANNOT BE APPROVED WITHOUT THIS COMPLETED FORM) PROJECT ADDRESS 9 CAA.P. # I") Z ' 00 -QJ BLDG. PERNUT -% FIRM NAME ��/ I�Ft�. /I rII� �/1 �P%l it t�'t L / ADDRESS V 22h� r� ��4/a f CITY, STATE' ZIP ✓�/� % .G� �� NATURE OF BUSINESS CONTACT PERSON ` €�,Qal.i f PHONE NUMBER �;4� 30 4— -4671 1. Does your business or that of your tenants handle, store, or transport hazardous materials? NO () YES ( NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety • or to the environment if released into the workplace or the environment. "HAZARDOUS MATERIALS"t( include, but are not limited,to: hazardous chemicals hazardous x..: yfi ,;: 3.Q" -;RW.. �..e3+2t.r.« i`'+ do -'4 ,. _ " ' ,, ...._.. . X.'i5-:•eTCF.%F.,� 1 waste, paints oils, lubricants, fuel's, flammables, comb`usttbles, corrosives, gases; an any matenal which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. .k 2. Do you or will your future tenants handle, store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature or pressure), of formulation containing hazardous material? NOk YES ( ) If you answer YES to 1 or 2, contact the Butte County Environmental Health Department at (530) 891-2727 for a review of the project. 3. Is the business/facility/operation to be located within 1,000 feet of the outer boundary of a school or a school site? NO X YES O , IF YES, Name of school: 4. Does the business/facility/operation have the potential to emit any air pollutants: e.g. dust, soot, odors, fumes, vapors, or other volatile compounds? NO XA YES( ) IF YES, contact the Butte County Air Quality Management District at (530) 891-2882 for permit requirements. Owner or Authorized Coripany�Rep esentative` � i% � �i�%/ 1 y'-"". -Date r'O � f r '{ ;4 V)res J r BCEHD BCAQMD ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Quality Management District. 7 The above regulations DO NOT apply to this facility. BCEHD Signature Date BCAQMD Signature Date E 03/02 White -Bldg. Div. Yellow-BCEHD Pink-BCAQMD Goldenrod -Fire Dept. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE (A BUILDING PERMIT CANNOT BE APPROVED WITHOUT THIS COMPLETED FORM) PROJECT ADDRESS FIRM NAME / - r• ADDRESS i J NATURE OF BUSINESS CONTACT PERSON t. y.4, A.P. ,%BLDG. PERMIT # -7 "�- f �q CITY, STAT `ZIP 7 PHONE " 7 1. Does your business or that of yourrtenants handle, store, or transport hazardous materials? NO () YES`(�ij� NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the environment if released into the workplace or the environment. r "HAZARDOUS ;MATERIALS" .include, but are not limited to: hazardous chemicals, hazardous 44. waste, paints; oils; lubricants, fuels',-flammables 'coiribustibles corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle, store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature or pressure), of formulation containing hazardous material? NO YES ( ) If you answer YES to 1 or 2, contact the Butte County Environmental Health Department at (530) 891-2727 for a review of the project. 3. Is the business/facility/operation to be located within 1,000 feet of the outer boundary of a school or ,.... a school site?'' - NO j' YES ( ) IF YES, Name of school: 4. Does the business/facility/operation have the potential to emit any air pollutants: e.g. dust, soot, odors, fumes, vapors, or other volatile compounds? NO YES( ) IF YES, contact the Butte County Air Quality Management District at (530) 891-2882 for permit requirements. Owner or Authorized Company Representative r i �. 7 f�i '� �, J .' r '� ' Date BCEHD BCAQMD ❑ ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Quality Management District. The above regulations DO NOT apply to this facility. BCEHD Signature Date BCAQMD Signature Date 03/02 White -Bldg. Div. Yellow-BCEHD Pink-BCAQMD Goldenrod -Fire Dept. CRLANDALL ENGINEERING L J 4958 PONDEROSA WAY P.C. BOX 124 MIDIPINES, CA 95345 PHONE: 209-966-4844 FAX: 209-966-4744 m SHEET OF JOB NO. DATE: C=6-0 I fe:l -'j �tilJ, T� CRANDALL ENGINEERING LJ 4958 PONDEROSA WAY P.O. BOX 124 MIDPINES, CA 95345 PHONE: 209-966-4844 FAX: 209-966-4744 SHEET OF_ JOB NO. j DATE: i m CRANDALL ENGINEERING LJ 4958 PONDEROSA WAY P.C. BOX 124 MIDIPINIES, CA 95345 PHONE: 209.966-48" FAX: 209-966-4744 �2ci OP SHEET 5 OF JOB NO. CD -7O DATE: -7 q, - I -S -17 K-�� P -F SYMB Vx Vz Vtot T k D 0.00 _ L - - 0.00 ' Lr 1.90 1.90 COMBINED S 0.00 1 W1 6.00 6.00 + Crandall Engineering 2.90 4.20 SHEET OF - 5.70 P.O. BOX 124' 0.00 9-2 E 1 I ! 0.512 MIDPINES, CA 95345 0.00 0.263: 0.322 ;JOB N0: 3 k ( 0.75(1.4 D + 1.7 L + 1.7 W2)) 7.40 10.71 0.247 0.257 .0.127 0.154 4iCONCREMAIN! CHORWISIE'sDESIGNe'e,Cii Rf,9oWT,-M2001VCBC 4 k (0.75(1.4 D + 1.7 L + 1.7 W3)) 18.36 14.54 0.614 0.348 _0.150 0.461 - 0.316 0.208, 0.143 5 k (0.750.4 D + 1.7 L + 1.7 W4)) • 1�g,mlk OJECT LITTLE'DRMEMBERRF,, 0.00 0.000 0.000 0.000 0.000 ` 0.000 0.000 6 k ( 0.75(1.4 D+ 0.0 L+ 1.7 W7)) 9-2 15.30 22.44 0.512 0.538 0.511 0.263 0.322 0.173' 7 k ( 0.75(1.4 D + 0.0 L + 1.7. W2)) MATERIALS: 'Fc = 2500 PSI SPECIAL INSPECTION PROVIDED: N+. 0.257 2- 1.0 (NORMAL WT CONCRETE) 0.127 0.154' 0.040 TENSION ZONE: `N- N'0= ' 0= 0.65. . 14.54 0.614 -k=, 2.0 0.316 0.208 ' Fut = 58 KSI (A-307 BOLTS) 9 k (0.75(1.4b + 0.0 L + 1.7 W4)) 0.00 - a 80LTTS THREADED OR1UNjTHREADED" T DIAMETER` z 075 INCHES FU LAREA _ `01442 ESQ EDF,0 CONCRETEyTRENGTH) R TENSILEAREA A 334 SQ N((SEO FORS EELSTRENGFH)� 0.000 0.000 0.000 0.000 1 • !_. > 10 k (0.9 D + 1.3 W1) 9-3 • A y aND. BOLTS = ' 2• �' .ROWS OF " :2�` • � � • EMBEDMENT= ^' 10-00 -s INCHES, EDGED _ 1200 4--' STEEL: Pss= 17.4 KIPS/BOLT = 69.7 BOLTIS•= G GE+ PITCH= KIPS TOTAL '4 4 _ 5, TOTAL INCHES � a a- re �'" - ` • - - Vs =, 14.5. 58.1 k (0.9 D+ 1.3 W2) '.7.54 10.92 0.252 CONCRETE: 0.155 0.130 0.157 0.041 12 . A) FOR EMBED <= EDGE: 18.72 14.82 , 0.627 0.355 0.476 • Al = 2 X EMBED X ( PITCH + GAGE) + PI' EMBED^2) = 474.0 SQ IN k 0.9 D + 1.3 W4 ° i A2 = PITCH z GAGE = 20.0 SQ IN 0.000 0.000 0.000 ` + . .. - .Ap= 494.0 SQ IN 0.00 O.OD " ... B) ALTERNATE VALUE FOR Ap WHERE EDGE < ENSE 0.0 SQ IN 0.000 15 k (1.2 D + 1.6 L + 0.5 Lr) • - - CONTROLLING VALUE A 494.0 SQ. IN 0.064 i • - -- PHI xPc=' 64.2 '. KIPS 0.001 16 k ( 1.2 D + 1.6 L + 0.5 S) - 0.00 PHI x Vc = 11.5 KIPSBOLT = 46.0 KIPS TOTAL 0.000 0.000 r 0.000 - 17 k ( 1.2 D+ 1.6 Lr+ ft L) ,12.3 3.D4 0.00 0.102 SYMB Vx Vz Vtot T k D 0.00 _ L - - 0.00 ' Lr 1.90 1.90 COMBINED S 0.00 1 W1 6.00 6.00 18.80 W2 .2.90. 2.90 4.20 W3 7.20 7.20 5.70 W4 0.00 9-2 E 1 0.00 0.512 E2 0.00 0.263: 0.322 LOAD COMBINATIONS' + FACTORED FORCES CONCRETE STEEL _ UBC REF Vu k Pu k Vulva PWPc COMBINED - VuNss I PWPss ICOMBINED y 1 k (1.4 D + 1.7 L) 1909.2.1. 9-1 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 2 k ( 0.75(1.4 D + 1.7 L + 1.7 W1)) 9-2 15.30 22.44 0.512 0.538 , ' 0.511 0.263: 0.322 0.173 3 k ( 0.75(1.4 D + 1.7 L + 1.7 W2)) 7.40 10.71 0.247 0.257 .0.127 0.154 0.040, 4 k (0.75(1.4 D + 1.7 L + 1.7 W3)) 18.36 14.54 0.614 0.348 _0.150 0.461 - 0.316 0.208, 0.143 5 k (0.750.4 D + 1.7 L + 1.7 W4)) 0.00 0.00 0.000 0.000 0.000 0.000 ` 0.000 0.000 6 k ( 0.75(1.4 D+ 0.0 L+ 1.7 W7)) 9-2 15.30 22.44 0.512 0.538 0.511 0.263 0.322 0.173' 7 k ( 0.75(1.4 D + 0.0 L + 1.7. W2)) '7.40 10.71 .0.247 0.257 0.150 0.127 0.154' 0.040 8 k (0.75(1.4D+,0.0 L+ 1,7 W3)) ' 18.36 14.54 0.614 0.348 0.461 0.316 0.208 0.143 9 k (0.75(1.4b + 0.0 L + 1.7 W4)) 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 10 k (0.9 D + 1.3 W1) 9-3 15.60 22.88 0.522 0.548 y 0.528 0.268 0.328 0.180 11 k (0.9 D+ 1.3 W2) '.7.54 10.92 0.252 0.262 0.155 0.130 0.157 0.041 12 k (0.9 D + 1.3 W3) 18.72 14.82 , 0.627 0.355 0.476 0.322 0.213 0.149 - 13 k 0.9 D + 1.3 W4 ° 0.00 0.00 0.000 0.000 1 0.000 0.000 0.000 ` 0.000 14 k ( 1.4 D) 1612.2.1,12-1 0.00 O.OD 0.000 0.000 0.000 0.000 • 0.000 0.000 15 k (1.2 D + 1.6 L + 0.5 Lr) 12-2 1.90 0.00 0.064 0.000 - 0.008 0.033 0.000 0.001 16 k ( 1.2 D + 1.6 L + 0.5 S) - 0.00 ' 0.00 0.000 0.000 0.000 0.000 0.000. 0.000 - 17 k ( 1.2 D+ 1.6 Lr+ ft L) ,12.3 3.D4 0.00 0.102 0.000 0.016 0.052 0.006 0.003 18 k(1.2D+1.6Lr+0.8WI) . 12-3 15.68 14.08 0.525 0.337 0.377-. 0.270 0.202 0.114 19 k ( 1.2 D + 1.6 Lr + 0.8 W2) w 10.72 6.72, 0.359 0.161 0.171 0.184 0.096 0.043- 20 k 11.2 D + 1.6 Lr + 0.8 W3) - .. 17.60 9.12 0.589 0.218 ,. 0.369 0.303 0.131 0.109 21 k ( 1.2 D + 1.6 Lr + 0.8 W4) . 6.08 0.00 0.203 0.000 0.052 0.105 0.000 0.011 22 k ( 1.2 D + 1.3 W1 + f1 L +0.5 Lr) 12.4 17.50 22.88 0.586 0.54E 0.581 0.301 0.328 0.198 23 k ( 1.2 D + 1.3 W2 + f1 L+0.5 Lr) 9.44 10.92 0.316 0.262 0.189 0.162 0.157 0.051 24 k ( 1.2 D + 1.3 W3 + f1 L +0.5 Lr) 20.62 14.82 0.690 0.355 t 0.536 0.355 0.213 0.171 • 25 k ( 1.2 D + 1.3 W4 + ft L +0.5 Lr) 1.90 0.00 0.064. 0.000 -0.008 0.033 0.000 0.001 26- k 11.2 D + 1.3 W1 + f1 L +0.5 S) - 12.4 15.60 .- 22.88 0.522 0.548 0.528 0.268 0.328 0.180 27 k 11.2 D + 1.3 W2 + fl L +0.5 S) 7.54 10.92 0.252 0.262 10.155 0.130 0.157 +,0.041 - '28 k11.2D+1.3W3+f1L+0.5S) - 18.72, 14.82. 0.627 0.355 0.476 0.322- 0.213 '0.149 29 k (;1.2 D + 1.3 W4 + f1 L +0.5 S) - - 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 30 k ( 1.2 D + 1.0 Et +ft L +-i1 S) 12-5 0.00 0.00 0.000 0.000- 0.000 0.000 ` 0.000 0.000 31 k ( 1.2 D + 1.0 E2 01 L + f2 S) 0.00 0.00 0.000 0.000 _ 0.000 0.000 0.000 0.000 32 k (0.9 D + 1.0p Et) 12-6 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 33 k (0.9 D + 1.0p E2) - , 0.00 0.00 0.000 0.000 0.000 - 0.000 0.000 0.000 34 k (0.9 D -,1.0p E7 ) 12-6 0.00 0.00 0.000 0.000. 0.000 0.000 0.000 0.000 35 k (0.9 D - 1.0p E2) - 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 36 k (0.9 D+ 1.3 W7) 12Fi 12.00 17.60 0.402 0.422 0.340 0.206 0.252 0.106 37 k (0.9 D + 1.3 W2) 5.80' 8.40 0.194 .0.201 0.100 0.100 0.120 0.024 38 k (0.9 D+ 1.3 W3) 14.40 11.40. 0.482, ,. 0.273 0.307 0.248 0.163 0.088 39 k 0.9 D+ 1.3 W4 0.00 1 0.00 1 0.000 1 0.000 .1 0.000 1 0.000 0.000 1 0.000 r e . + x . w : MAX '.`0 6 . , ,0�84g+.:�,, '0 58t,:.,°0'.355• O8�'. 098;. KGKr , + x . y • : MAX '.`0 6 . , ,0�84g+.:�,, '0 58t,:.,°0'.355• O8�'. 098;. KGKr , CLAN®ALL ENGINEERING 4958 PONDEROSA WAY P.O. BOX 124 MIDPINES, CA 95345 PHONE: 209.966-4844 FAX: 209-966-4744 SHEET S OF JOB NO. y DATE: co%:I I f h (: If CD,�� P'v CRANDALL ENGINEERING SHEET OF LJ 4958 PONDEROSA WAYf f P.O. BOX 124 JOB NO. C7n1-i► {6�- MIDPINES, CA 95345 DATE: PHONE: 209-966-4844 FAX: 209-966-4744 r s SOIL SURVEY OF BUTTE AREA, CALIFORNIA, PARTS OF BUTTE AND PLUMAS COUNTIES; GLENN COUNTY, CALIFORNIA I Meters Feet "� 0 250 500 1,000 0 5001,000 2,000 3,000 4,000 USDA Natural Resources Web Soil Survey 1.1 5/21/2007 Conservation Senice National Cooperative Soil Survey Pagel of 3 SOIL SURVEY OF BUTTE AREA, CALIFORNIA, PARTS OF BUTTE AND PLUMAS COUNTIES; GLENN COUNTY, CALIFORNIA MAP LEGEND MAP INFORMATION 1 Soil Map Units o cities Source of Map: Natural Resources Conservation Service Detailed Counties Web Soil Survey URL: http://websoilsurvey.nres.usda.gov Detailed States Interstate Highways Coordinate System: UTM Zone 10 Roads Soil Survey Area: Butte Area, California, Parts of Butte and tet— Rails Plumas Counties `mater Spatial Version of Data: 1 Hydrography Soil Map Compilation Scale: 1:24000 Oceans ATAYAYO Escarpment, bedrock Soil Survey Area: Glenn County, California vAvAvA\^ Escarpment, non -bedrock Spatial Version of Data: 1 Gulley Soil Map Compilation Scale: 1:20000 uunuutttu Levee ......•••• Slope U Blowout ® Borrow Pit x Clay Spot • Depression, dosed s Eroded Spot x: Gravel Pit Gravelly Spot Gulley A Lava Flow ® Landfill Map comprised of aerial images photographed on these dates: .L Marsh or Swamp 8/22/1998; 8/23/1998; 9/12/1998; 7/29/1999 O Miscellaneous Water v Rock Outcrop + Saline Spot Sandy Spot ;I Slide or Slip O Sinkhole 9 Sodic Spot Spoil Area The orthophoto or other base map on which the soil lines were compiled and o Stony Spot digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. p Perennial Water USDA Natural Resources Y Wet Spot Conservation Service Web Soil Survey 1.1 National Cooperative Soil Survey 5/21/2007 Page 2 of 3 -1Z Soil Survey of Butte Area, California, Parts of Butte and Plumas Counties, Glenn County, California f r . Map Unit Legend Summary 4, Butte Area, California; Parts of Butte and Plumas Counties Map Unit Map Unit Name Acres in AOI Percent of AOI Symbol j6 sDLJRIC hXER�ARENTS E�STBIGGS, _£" • - � � �'� ®1vIPLEX�O�hT®1 PER�`C �NT'7 � . � � ,. ��t � �: ,� a .� ' ° � • S+L®P�ES®;aL1E£�LEtD... . "� �' ,� � �; � g � � �:r&. i ,. . 220 ESQUON-CLEARLAKE 354.8 11:5 s� COMPLEX, 0 TO 1 PERCENT R SLOPES; FREQUENTLY ' FLOODED ' � �� ,,L,OF�GREN�;B{LO�COMPI�EX; 0� �1686�6 � 54.8 �` '� • • ,- � � � 'OGCASI®N�L�r,1' F ��O®DED �,;. ..� � , °� , � .. 520 ESQUON-NEERDOBE 850.9 27.6 • w'' COMPLEX, 0 TO 1 PERCENT • SLOPES • ; • - • .. .. SFT{, •. Glenn County, California Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI y r Sp Stockton clay, deep, • 43.0 1:4 overflow a • � '�""��:�.�,�� , -� ' - =0'48- � 0�0 �- -s"x >` USDA Natural Resources Web Soil Survey 1.1 5/21/2007 �— Conservation Service National Cooperative Soil Survey Page I of 3 Physical Soil Properties Butte Area, California, Parts of Butte and Plumas Counties Blavo, clay, occasionally /n Pct Pct Pct g/cc micro m/sec /n/In Pct Pct .20 3 4 86 Erosion factors Wind Wind Map symbol 0.30-0.42 0.13-0.15 13.5-16.5 1.0-2.0 Moist bulk Saturated Available Linear Organic G-5 : erodi- erodi- and soil name Depth Sand Silt Clay density hydraulic water ex matter bility bility 0.30=0.42 '012-'015:3.5%;..116.5 1:0=2.0 .24 _ .24... - 12 22 :: '.: conductivity capacity lity' bility 0:12 0;11 5': Kw Kf T group index Blavo, clay, occasionally /n Pct Pct Pct g/cc micro m/sec /n/In Pct Pct .20 3 4 86 flooded 501. -- 60-70 1.00-1.25 0.30-0.42 0.13-0.15 13.5-16.5 1.0-2.0 .24 .24 10-22 - Lofgren, clay; occasionally; .; G-5 : 0.30-0.42 60 70 1 20-1.30 0 300:42 0:12-:0.15 13.5=16.5 1.0-3.0 .20 : .20 5` 4 86 flooded 5-12. ` 0.13-0.15 ::60 70'-.-q.-1.20 1.30 .. 0.30=0.42 '012-'015:3.5%;..116.5 1:0=2.0 .24 _ .24... - 12 22 :: '.: -60 70:1.,,;.-;;. 1 20-1.30-.0.30- . 0 30=0:42 0:12 0;11 5': 13:5-.16.5 0.5-1.0 24._ :24 - 22 30 < : -- a 0 70 1: 1 20 1.30 ' : 0 30-0..42 0:12 0 15 ' 13.5:16.5 ;.0.5-1:0: .24 :. .24 30 41 _. ..'60 70: , . 1 20`1.30 0:300.42 0:12 0 15c' 13.5-16:5 0.5=1.0 .24 .24 1.0-2:5 41=45 :28 .4 4 86 ' 27 40 .... ,: 1 40:1:50.. 1.40-'4.00 - ..0:17 0.19', .. 3.0-9.0 0.1-0:5 43 43 :. 45=60: , _. - -- - 0.00-0.01.. 042-1:40 1.0-3.0 - .02 .02 Blavo, clay, occasionally 0-6 -- - 60-70 1.00-1.25 0.30-0.42 0.13-0.15 13.0-16.5 1.0-3.0 .20 .20 3 4 86 flooded 6-10 -- -- 60-70 1.00-1.25 0.30-0.42 0.13-0.15 13.5-16.5 1.0-2.0 .24 .24 10-22 - -- 60-70 1.00-1.25 0.30-0.42 0.13-0.15 13.5-16.5 0.5-1.0 .24 .24 22-29 -- - 60-70 1.00-1.25 0.30-0.42 0.13-0.15 13.5-16.5 0.5-1.0 .24 .24 29-36 - - 35-60 1.00-1.50 0.42-2.00 0.15-0.19 3.0-13.5 0.1-0.5 .37 .37 36-42 -- - - 1.40-1.50 0.00-0.01 - 1.0-3.0 -- .02 .02 520: Esquon,. clay ; ; 0 5. - '40 60 .::: 1 29-1.45 0.42-1'.40 0:14 0 17 , 9.0=13 5 1.0-2:5 :28 : :28 .4 4 86 ::..., 5 11 _ .. 40 60 , : 1 30 1 45 0.42-1 :40 0:14 0:17: 9:0-13 5 0.5=1.0 .32 .32 11-22' •` - 4060 130-1:45 042-1:40 D:14=.0:17 9:0-13:5 ': 0:4-1.0 32 32 22t3 ; ` : 40 60 1.30-1.45 0:42=1:40 0:14-0:17 ' 9.0=13.5: 0,4-1:0 37... .37 35-46'. -:..::: 40 60 ::, . .. 1.30A.50 :.A42-1-41.0 0,.14-0.17 :. 9.0A3.5 ' 0.1-0.5 43 43 - 46 50. -.: -- -,4M0 `: ; 1:30-1:45 0.42-1.40 0.14 0:17 9.0-13.5. 0.1.0.5 .43 .43 50 56 .;:: 25-60' . : 1:30=1.:45. 0.42-8:00 0.14 0.:21 ` :3.0-16.0 0:1-0:5 .49 .49 56 67. ::. -= ...:: = - ' 0 00 0.01. ' 3.0-6.0 0.0-0:1 .02 .02 . USDA Natural Resources dConservation Service Tabular Data Version: 3 Tabular Data Version Date: 01/17/2007 This report shows only the major soils in each map unit. Others may exist. Page 1 of 2 Physical Soil Properties Butte Area, California, Parts of Butte and Plumas Counties In Pct Pct Pct g/cc micro m/sec /n/In Pct Pct 520: Erosion factors Wind Wind Map symbol Moist bulk Saturated Available Linear Organic 9.0-13.5 erodi- erodi- and soil name Depth Sand Silt Clay density hydraulic water extensi- matter bility bility 1.30-1.45 0.42-1.40 0.14-0.16 9.0-13.5 0.5-1.0 .28 .28 23-28 - -- 40-60 conductivity capacity bility 9.0-13.5 Kw Kf T group index In Pct Pct Pct g/cc micro m/sec /n/In Pct Pct 520: Neerdobe, clay 0-5 -- -- 40-60 1.25-1.45 0.42-1.40 0.14-0.16 9.0-13.5 1.0-2.5 .24 .24 3 5-15 -- -- 40-60 1.30-1.45 0.42-1.40 0.14-0.16 9.0-13.5 0.5-1.0 .28 .28 15-23 -- -- 40-60 1.30-1.45 0.42-1.40 0.14-0.16 9.0-13.5 0.5-1.0 .28 .28 23-28 - -- 40-60 1.20-1.45 0.42-1.40 0.14-0.16 9.0-13.5 0.5-1.0 .28 .28 28-33 - - 35-60 1.20-1.45 0.42-2.00 0.15-0.19 6.0-13.5 0.1-0.5 .32 .32 33-38 - -- 18-27 1.20-1.55 4.00-14.00 0.16-0.18 0.0-3.0 0.1-0.5 .55 .55 38-56 - -- 18-27 1.30-1.50 0.00-0.01 -- 0.0-3.0 0.0-0.1 .02 .02 4 86 USDANatural Resources This report shows only the major soils in each map unit. Others may exist. Tabular Data Version: 3 Conservation Service Tabular Data Version Date: 01/17/2007 Page 2 of 2 Engineering Properties Butte Area, California, Parts of Butte and Plumas Counties �,.-- • 501: In CH Classification Fragments Percent passing sieve number— Pct 100 Map symbol Depth USDA texture Liquid Plasticity 'Lofglen; clay, occasionally , 0-5 _ Cla y CH A-7-5 0: 0 100: and soil name 90-100 75-95. 70-87 44-52 >10 3-10 Clay. ;: CH .. _ A-7=5 ,. 0 limit index 100` 90-100 75 95 Unified AASHTO Inches Inches 4 10 40 200 0 100 �,.-- • 501: In CH A-7-5 0 Pct Pct 100 90-100 75-95 70-87 Pct flooded 6-10 'Lofglen; clay, occasionally , 0-5 _ Cla y CH A-7-5 0: 0 100: 100 90-100 75-95. 70-87 44-52 flooded 5-12<. Clay. ;: CH .. _ A-7=5 ,. 0 0 100 100` 90-100 75 95 70-85 44-52 A-7-6 12-22 Clay .. CH A7.6 0 0 100 900 ' 90-100 75;95 69-83 44=52 _. 0 100 6H :, A,7-6' 0 0 100 100 90 100 75=95 69=83 44=52' 0 30 41_ ' Gla Y :. CH A=7;6 .. 0 0 100:- 100 90 100 .. 75-95 69 83 44-52'- 41=45. Clayloam CL A-7=60 ;' 0 100. ' 100 - 90-100. 70-80 37-50.. 19=29 100 45-60: Cemented material - - 0 0 -CH. A-776:• 0 0 100:" Blavo, clay, occasionally 0-6 Clay CH A-7-5 0 0 100 100 90-100 75-95 70-87 44-52 flooded 6-10 Clay CH A-7-5 0 0 100 100 90-100 75-95 70-85 44-52 10-22 Clay CH A-7-6 0 0 100 100 90-100 75-95 69-83 44-52 22-29 Clay CH A-7-6 0 0 100 100 90-100 75-95 69-83 44-52 29-36 Clay, Clay loam CL A-7-6 0 0 100 100 90-100 70-95 44-69 25-44 36-42 Cemented material — — 0 0 -- — -- -- -- — 520: Esqutin clay;.`, 0.5. Clay;:Silty clay CH - :. A-7-6:.. 0 . - 0.. 100 100 90-100 75-95 53-77 29-45 5.11 : Clay;;Silty clay::,_ -CH. A-776:• 0 0 100:" �-100 90-166 75-95 52-74 29-45 1122 Clay_Silty clay`; CH A4-6 0 0 100:.. 100 r 90=100 75-95 51-74 2945`- 22 35 Clay Silty clay: , CH A 7-6 : 0 0 1.00 100 90.100 75=95. 51-74 29.45' 35 46; Clay, Silty clay CH :- A-7=6 . 0 0 ` 100 100 90-100 75-95 51-74 29-45 46 50 Clay, Silty clay::. CH A 7=6 0 0...' 100 100 90=100 75-95 51-74 29-45 50 56Clay loam Silty`clay Silty CL ._ A 6 0 0 100 100 90-100 70=95 37.74 18-45 :.clayloam -56-67'.:. Cemented material: — — 0 0 -- — -- — USDANatural Resources This report shows only the major soils in each map unit. Others may exist. SConservation Service Tabular Data Version: 3 Tabular Data Version Date: 01/17/2007 Page 1 of 2 Engineering Properties Butte Area, California, Parts of Butte and Plumas Counties In Classification Fragments Percent passing sieve number— Map symbol Depth USDA texture Liquid Plasticity and soil name" Neerdobe, clay 0-5 Clay 0 3-10 0 0 100 100 limit index 53-77 29-45 5-15 Unified AASHTO inches Inches 4 10 40 200 75-95 52-74 In Pct Pct Pct 520: Neerdobe, clay 0-5 Clay CH A-7-5 0 0 100 100 90-100 75-95 53-77 29-45 5-15 Clay, Silty clay CH A-7-6 0 0 100 100 90-100 75-95 52-74 29-45 15-23 Clay, Silty clay CH A-7-6 0 0 100 100 90-100 75-95 52-74 29-45 23-28 Clay, Silty clay CH A-7-6 0 0 100 100 90-100 75-95 52-74 29-45 28-33 Clay, Clay loam CH A-7-6 0 0 100 100 90-100 70-95 44-74 25-45 33-38 Loam CL A-6 0 0 100 100 85-95 60-75 29-41 12-19 38-56 Cemented material -- -- 0 0 -- -- -- -- — — USA Natural Resources SConservation Service Tabular Data Version: 3 Tabular Data Version Date: 01/17/2007 This report shows only the major soils in each map unit. Others may exist. Page 2 of 2 ' / Sheet A_ / Date @hQ97199Z Cust Job # 271g6 STRUCTURE DESCRIPTION Building Width (span) : 40 ft. Eave Height : 18 ft. Bay Space (trib) : 23 ft. Roof Slope : 1 in./ft. REqj.�L LORDS Roof Live Load : 20 psf Frame Live Load 00c} : 12 psf Wind Load : Speed 80 mph Exposure C Seismic Zone(Z`o/6/7,C—i : 3 Building Dead Load : 4 psf *** This structure is designed in compliance with CBC specifications and standards utilizing the pertinent provisions and recommendations of the American Institute of Steel Construction (AISC} International Conference � � of B� uildinOfficials (UBC>, American Iron and ^eel Institute (AlSI), the Metal Buildg ing Manufacturers Association (MBMA) and their publications. ** Cust, DRY ...... . ......... . ........ OLS . ...... fz-) (��wi ANCHOR BOLTS (4) 3,/4 in. dia. f-*is-rri A36 . ........... C. 77 K lsa� 1s�� it CRAN®ALL ENGINEERING SHEET OF 4958 PONDEROSA WAY P.O. BOX 124 JOB NO. MIDPINES, CA 95345 DATE:' PHONE: 209-966-4844 209-966-4844 FAX: 209-966-4�j7.4,4 Lit ce I r c i c C• �r as s b=l 1 i� y�' ri Li c,, t..? 7-=, 4 LL �` � ��. a •'t, � � oma.. �� -- e- Z � • CRAN®ALL ENGINEERING 4958 PONDEROSA WAY P.O. BOX 124 MIDPINES, CA 95345 PHONE: 209.966-4844 FAX: 209-966-4744 SHEET t T OF JOB NO. o?c:,g�' DATE: 41/!0LO % �g n � -• -�- ''` ice``. t �� ,5" r r r ■ ■ ■ ■ ■ • r ■ . ■ ■ ■ ■ ■ ■ ■ • ■ • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • ■ r ■ ■ ■ ■ ■ ■ ■ ■ ■ • ■ • r ■ ■ . ■ ■ • • • ■ • ■ . r ■ v ■ ■ ■ • ■ • ■ When used in conjunction with McElroy's sub -girt Framing members & liner panels such as Marquee or Mini -Rib (shown here), Mega -Rib is an ideal component for field - assembled insulated wall systems. 1� � ti Wig. �9 sya1, � �� iS� '1 �i.- I i� r-� �> ( I � �'b ..,+ y,:.-•-p-�� Expanded and simple span load tables, as.well as "carport/canopy' package load tables are available upon request. LOAD TABU NOTES: 1. All calculations for properties of panels are calculated in accordance with Specifications for the Design of Light Gauge Cold Formed Steel Structural Members published by the American Iron and Steel Institute (AISI) and guidelines established by the Metal Building Component Manufacturers Association (MBCMA). Wind loads and deflection loads are limited by a deflection ratio of L/180. 2. Values shown as allowable loads are based on panels covering three (3) or more equal continuous spans. Multiply values shown by 0.8 for two (2) span condition. 3. Allowable loads (deflection) for wind shown have been increased by 331/3%. A. For wind load stress only, multiply live load (stress) by 1.33. 5. Weight of panels must be deducted from values to obtain net allowable load. (8/ SECTION PROPERTIES ALLOWABLE LOADS (PSF) TOP IN COMPRESSION BOTTOM IN COMPRESSION WIND LOAD AVE LOAD DEFLECTION (IN) Panel Gauge Weight PSF Fy KSI Ix Se IN? IN? Ma KIP IN Ix Se IN.4 IN.3 Ma NIP IN 5' 6' 7' B' 9 10' 11' 12' 3' 4' 5' 6' 7' 8' 3' 4 5' 6' 7' 8' 29 0.77 80 .0546 .0546 2.704 .0546 .0564 2.704 120 83 53 35 25 19 13 11 250 141 90 63 39 26 .15 .27 .42 .60 .70 .80 26 0.98 80 .0761 .0841 4.029 .0761 .0841 4.029 179 116 73 49 35 25 19 15 373 210 134 87 55 37 .16 .29 .45 .60 .70 .80 26 0.98 50 .0798 .0925 2.768 .0798 .0925 2.768 123 85 63 48 36 27 20 15 256 144 92 64 47 36 .11 .19 .29 .42 .57 .75 24 1.22 80 .0987 .1141 5.471 .0987 .1142 5.471 243 151 95 64 44 32 24 19 507 285 182 113 71 48 .17 .30 .47 .60 .70 .80 24 1.22 50 .1038 .1228 3.676 .1038 .1228 3.676 163 113 83 64 47 35 25 20 340 191 123 85 63 48 .11 .19 .30 .43 .58 .76 22 1.59 50 .1419 .1728 5.174 .14191.1728 5.174 230 160 117 90 64 46 35 27 479 270 172 110 88 67 .11 .20 .31 .44 .60 .79 20 1.86 50 .1704 .2114 6.330 .1704 .2114 6.33C 281 195 144 110 77 56 43 32 586 330 211 147 108 82 .11 .20 .31 .45 .61 .80 18 2.39 50 .2214 .2912 8.719 .2214 .2912 8.119 388 269 198 146 103 75 56 44 807 454 291 202 148 110 .12 .21 .32 .46 .63 .80 Expanded and simple span load tables, as.well as "carport/canopy' package load tables are available upon request. LOAD TABU NOTES: 1. All calculations for properties of panels are calculated in accordance with Specifications for the Design of Light Gauge Cold Formed Steel Structural Members published by the American Iron and Steel Institute (AISI) and guidelines established by the Metal Building Component Manufacturers Association (MBCMA). Wind loads and deflection loads are limited by a deflection ratio of L/180. 2. Values shown as allowable loads are based on panels covering three (3) or more equal continuous spans. Multiply values shown by 0.8 for two (2) span condition. 3. Allowable loads (deflection) for wind shown have been increased by 331/3%. A. For wind load stress only, multiply live load (stress) by 1.33. 5. Weight of panels must be deducted from values to obtain net allowable load. (8/ SUBSTRATES: T}e most popular substrates in the metal building industry are GALVALUME and galvanized. Both involve coating the base metal in a hot -dip process. Galvanized substrate utilizes zinc as a protective material, while GALVALUME utilizes an alloy of zinc and aluminum. SUBSTRUCTURAL COMPONENTS: McElroy manufactures a complete line of CEES, ZEES, EAVE STRUTS, ANGLES, and SUB-GIRTS. For more information, contact a McElroy Division Office and request a Substructural Components brochure. MCELROY PAINT SYSTEMS Standard colors for Mega -Rib utilize a Kynar 500 paint system. Mega -Rib is also available with siliconized polyester and Plostisol (PVC) systems. Minimum order quantities may apply. Contact a McElroy Representative for availability. MEGA -RIB TRIM 9 ACCESSORIES: Mega -Rib Trim is produced on state-of-the-art, computerized equipment. Like all McElroy products, it is available in a wide assortment of attractive colors and the proven performance of durable finishes. ARCHITECTURAL SPECIFICATIONS: MEGA -RIB SECTION 07410—Preformed Metal (Roofing) (Wall Sheeting) (Liner) (Fascia) (Soffit). 1. SCOPE OF WORK: Furnish and install the Mega -Rib (Roofing) (Wall Sheeting) (Liner) (Fascia) (Soffit) panel as manufactured by McElroy Metal, Inc. 1500 Hamilton Rd., Bossier City, LA 71111, 800-950-6531. The contractor shall furnish all material, labor, and equipment to execute the work in a timely & satisfactory manner in accordance with plans and specifications. 2. MATERIALS AND COATINGS: Base metal shall be (29) (26) (24) (22) Gauge GALVALUME steel produced in accordance with ASTM A-792 AZ55 or (20) (18) Gauge, G-90 Galvanized steel produced in accordance with ASTM A-446. Grade selected from manufacturer's standard. 8. FINISHES: The finish coating shall be (bare GALVALUME) (bare Galvanized) (McElroy Premium Kynor 500) (McElroy siliconized polyester) (McElroy Plastisol). Color to be selected from manufacturers standard. 4. PANELS $ FLASHING: Panels to be roll formed with 11/2" rib height, 7.2" rib spacing, and 36" coverage. Panels may be lapped horizontally as required. Maximum panel length is 40 Feet. Panel texture shall be smooth. All flashing to be manufactured From 26 gauge material. Color selected From manufacturers standard. 5. SEALANTS $ CLOSURES: Closures shall be pre -molded, closed cell polyethylene foam to match the panel configuration. Closures located per manufacturers recommendations. When panels are used as Roof Sheeting, butyl rubber tape sealant shall be applied at side laps and end laps to assure weathertightness per manu- facturer's recommendations. 6. INSTALLATION: Panels shall be installed over a properly aligned substructure by exposed fasteners driven through panel. All flashing and panel joints shall be caulked where required to prevent water penetration. 7. DELIVERY 9 STORAGE: All materials shall be delivered in a dry and undamaged condition and stored out of contact with the ground. Materials should be protected with a weathertight covering. Provide ventilation to prevent condensation build-up. 38 7/8" Sheet Width 36" Cover Width McELROY METAL, INC. TRUSTED BY PROFESSIONALS THROUGHOUT AMERICA CORPORATE OFFICE P.O. BOX 1148 v SHREVEPORT, LA 71163 v (318) 747-8000 v FAX (318) 747-8029 SOUTHWEST DIVISION SOUTHEAST DIVISION NORTHEAST DIVISION MIDWEST DIVISION GREAT LAKES DIVISION WESTERN DIVISION 1500 HAMILTON ROAD 555 DIVIDEND DRIVE 325 McGHEE ROAD INDUSTRIAL PARK, ROUTE 10 EAST 311 OLIVER DRIVE 17031 KOALA BOSSIER CITY, LOUISIANA 71111 PEACHTREE CITY, GEORGIA 30269 WINCHESTER, VIRGINIA 22603 CLINTON, ILLINOIS 61727 MARSHALL, MICHIGAN 49068 ADEIANTO, CA 92301 (800) 950-6531 (800) 950.6533 (800) 950-6535 (800) 950.6532 1800) 950-6534 (800) 950-6536 FAX (31817A7-8059 FAX (404) 631-0487 FAX (703) 667-3440 FAX (217) 935-6615 FAX (616) 781-7409 FAX (619) 246-6595 MM 106 REV. 8/94 GALVALUME is o registered trademark of BIEC INTERNATIONAL INC. �' � � � ✓ 4 k: 6/4/2007 CBC Job No.: Customer: Location: Building Size: STEEL BUILDINGS P.O. BOX 1009, LATHROP, CA 95330 OFFICE/PLANT: 1700 E. LOUISE AVE. PH: (209) 983-0910, FAX: (209) 858-2354 Letter Of Certification Time: 8:06:15 AM 27196 Builder: North Valley Building. Systems, Inc. Dry Creek Farm #30 Seville Court Gridley, Ca Chico, Ca 95928 W 40'x L 60'x EH 18' Roof Pitch: 1/12 Bay Spacing: 23' 14' 23' This is to certify that the subject steel building furnished by "CBC", an AISC-MB Certified manufacturer, is designed and manufactured at "CBC Steel Buildings", Lathrop, California, office and plant. The "CBC" building is in compliance with the approved "CBC" drawings and calculations, which are based on the following loads, load combinations and the pertinent provisions of the following: California Building Code, 2001 Edition (CBC 2001); the American Institute of Steel Construction, Ninth Edition (AISC 9th Edition); the American Iron and Steel Institute, 1996 Edition (AISI 1996); and the Metal Building Manufacturers Association, 1996 Edition (MBMA 1996). The Fabrication of the Steel Building is performed under the quality assurance procedures maintained by "CBC" as a part o its approved fabricator status with ICBO-ES No. FA -322. Desian Loads: Building Dead Load: 4 psf Collateral Load: 0 Live Load: 20 psf Live Load Reduction Allowed: Yes Roof Snow Load / Imp. Factor / Ce.: N/A / 1 / N/A (SL) Wind Speed & Exp. / Imp. Factor: 80 mph C / 1 (WL) Wind Enclosure: Enclosed Earthquake Load Zone / Imp. Factor / Soil /-Ca:. 3 /1 / Sd /.36 Other Loads: Load Combinations: DL+LL DL + WL DL + EL Note: 1. All accessories such as doors, windows, etc. not by "CBC", must be designed as structural components and cladding in accordance with the wind load provisions of the above referenced codes. 2. Standing Seem Panels, if required will be from American Building Systems, which is an AISC approved Metal Building Manufacturer. This Certification is limited only to the structural framing and covering designed and furnished by "CBC Stee uildings" specked on the "CBC Building Order Contract". The Certification also excludes construction procedures, a tion and inspection of the building. This building should be erected in accordance with the "CBC Erection Guide" a d BC's drawings for the referenced job. Q� O The undersigned is not the Engineer of Record for the entire project. Note: Sincerely,in as 11 Pip/ Pete Phillips, P.E. II JUN 0 5 2007 ID E=' EJ 1 C3 P4 P° 6�4 FR " M FE -F E= FZ C-3 • By PJP Date 05-30-2007 Cust' DRY CREEK. FAR11 STRUCTURE DESCRIPTION Bi_►ilding Width .(span) 40 ft. Eave Height 16 ft, Pay Space (trib) . 23 ft. Roof Slope 1 in. /ft. BASIC LOADS Roof Live Load 20 ps"f Frame Live Load r-0. a 12` psf Wind Load Q56C0 o Speed 80 mph ' Exposure C Seismic Zone (,Zoo%'G(3G,;? = 3 Puilding Dead Load . 4 ps'f Sheet A - Job # 27176 err I i art1 c e w i h ----CB specifications and standards utilizing the pertinent provisions and recommendations of the American Institute of Steel` Construction (AISC) International Conference of Building Officials (UBC), American Iron and �teel Institute (AISI), the Metal Building' Manufacturers Association (MDMA) and their publications. #� F= FR Ph M RE R E= Ph C� `T I C3"S3 By FIJJP Date 05-30-2007 Cust DRY CREEK FARM ANCHOR BOLTS (4) 3/4 in. dia. ASTM A36 Sheet A— G Jnh # 27196 .��. -V-1K 8. 8 k 01 10, Z- -7 wC . 9 k 4. 2 k jo__. i,v By P,JP.'. DA a y��l•�'rl Y�'-L Y�� / Cl_ist DRY CREEK FARM Sheet Job E.'7196 By pJpSheet C—� Date Cust DRY CREEK FARIA Job # 27196 ROOF PANELS Span = 5 ft. Actual DL + LL =-.92 + 20 = 20.92 psf *** *** Allowable DL + LL = 44 psf (See chart 'C') >OK< WALL PANELS Span = 6 ft. Actual WL = 22.24 psf *** *** Allowable WL = 26 x 1.33 = 34.67-psf (See chart 'C,) >OK< ' Purlin Space = 5 ft. Wind uplift = 24.09 psf Actual W = 24.09 x 5 = 120.45 lbs/ft. *** USE: #12-14 m 1 in. Self Drillinu Screw at 12 in. O.C. *** Allowable W = 504 lbs. (Atlas Bolt & Screw Co.) SHEETING DESIGN PAGE:. C' Z STEEL -C,:B C" BUILDINGS CHART `C' ► R Panel SAFE -UNIFORM LOAD (PSF) ` ' 11.1RGVITY 1PRFSSIIRFI TYPE OF SPAN GAUGE U SPAN FT 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.3333 8 26 239 .-153 106. 78 60 47 38 32 27 23 19 18 15 26 80 ksi 80 ksl 433 222 128 81 -54 38 28 21 _.16 13 10 _ 9 7 SIMPLE 26 201 129 89 66 50 40 32 27 22 19 16 15 13 SPAN 50 ksi 437 224 129 '- 82 55 38 28 21 16 13 10 9 7 6 • 24 293 187 130 96 73 58 47 39 33 28 24 22 18 20 50 ksl 665 341 197 124 83 58 43 32 . 25 19 16 13 10 10 26 80 ksi 282 181 126 ,. 92 71 56 45 37 31 27 23 = 21 18 1044 535 309 195 130 92 67 50 39 30 24 21 16 TWO 26 238 152 106 78 60 47 38 . 31 26 23 19 18 15 SPAN 50 ksi 1053 539 312 196 132 92 r 67 51 r 39 31 25 21 18 50 ksi 24 50 ksl 325 208 144 106 81 64 52 43 36 31 27 24 20 1603 821 475 299 200 141 103 77 59 47 37 33 25 THREE 26 80 ksl 330 211 146 108 82 65 53 44 :37 31 27 •. .25 21 868 445. 257 162 109 76 :. 56 42 32 25 201 18 14 OR 26 278 178 124 911 69 551 441 3131 26 23 21 17 MORE 50 ksl 875 448 259 1631 109 -771 561 17 32 26 20 18 14 SPANS -.24 50 ksi 379 243 169 124 95 75 61 50 .42 36 31 28 . 24 1333 .683 395 2491 167 .117 85 641 49 39 31 .27 21 I IN IFT tqi irTinN1 ' TYPE OF GAUGE U SPAN FT SPAN 2[- 2:5 31 3.5 4 4:5 5 5.5 6 6.51 7 7.3333 8 26 80 ksi 282 - 181. 1261 92 71 56 45 37 31 27 23 211 18 346 177. 103 65 43 30 22 17 - 13 10 8 - 7 5 SIMPLE -26 238 152 106 78 60 47 38 31 26 23 19 18 15 SPAN 50 ksi 357 183 106 67 45 :31 23 17 "- ' '13 " '10 ' '8 7 . ° 6 .24 325 208 144 106 .• 81 64 52 43 36 31 27 24 20 50 ksl 621 318 184 116 78 54 40 30 23 18 14 13• 10 26 239 153. 106 78 60 471. 38 32 27 23 19 18 15 80 ksl 8331 427. 247 156: • 104 73 53 40 31 24 19 17 13 TWO 26 a201 129 891 66 50 40 32 27 22 19 16 15 13 SPAN 50 ksi 860 440 2551 160 107 75 55 . 41 32 25 .: 20 17 13 24 293 187 1301 96 . 73 '. 58 47 39 33 :28 •` 24 22 '- 18 50 ksi 1495 766 4431 279 187 131 96 72 55 44 35 301 23 26 279 - :178 '124 91 - 70 55 45 . ' • 37 31 26 + 23 21 - 17 THREE 60 ksi 693 355 .205 '129 87 .: 61 44 ♦: r' 33 26 .:20 16 14 11: OR ' • MORE - 26 50 ksil 235 '150 - 104 77 59 46 r 38 31 26 22 19 .'17 - 15 7151 366 212 133 89 63 46 34 2621 17 15 11 SPANS 241 342. 219 152' 112 85 67 55 45 38 32 28 25 21 50 ksi 1243 637 368 232 155 109 80 60 46 36 29 25 19 Notes: 1. E = 29500 2. Top value is based on.stress and.botlom value is based on deflection. 3. Weight.of panel is not included in the above allowables.. - 4. Deflection allowables are.based on 1/180, To adjust for other limits use the following: For V90 multiply the above allowables by 2.0 For V240 multiply the above allowables by 0.75 --- 5-Stress-allowables-may-be-increased-by-4/3-for-wind-loading. 6. The panel properties are calculated in accordance with the 1996 AISI Specification with the 1999 Supplement. • a U Page D-1 05/30/07 02:20:17 PM Ver. 17.2 SECONDARY FRAMING DESIGN Designer : PJP Job Number: 27196 Part: 1 Desc: A D Lap 86AISI ------------------------------------------------------------------------------ Type Width Length Ridge Dist. R.Col. Elev, Slope(F) Slope(R) No.Bays LRF 40.000ft 60.000ft 20.000ft 0.000ft 1.000:12 1.000:12 3 ------------------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt -Type Overhang Front: 18.000ft 0.00ft * Left 1 S I 0.000ft Rear : 18.000ft 0.00ft * Right .1 S I 0.000ft ------------------------------------------------------------------------------ Code Cat. Seis_Z Expo_S Expo W Coastal DL COLL. LL G_Snow WL mph WL_psf 97ubc 4 0 3 C N 1.5 0.00 20:00 0.00 80.00 18.26 ------------------------------------- ---------------------------------------- Snow Imp. Factor: 1.00 Snow Factor: 0.70 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 Defl. Limit:L/180 ****** ROOF PURLIN STRUCTURES ******** Load Comb 1 : DL + LL ASF: ,1.000 Load Comb 2 : DL + WL- ASF:1.333 Load Comb 3 : LL ASF:1.000 Design Z .--Inset(ft)-- Z_Strip--Int.Zone Coef-----Ext.Zone Coef--- Spc(in) Cond. Left Right (ft) Suction Pressure Suction Pressure ------ ------ ----- ----- ------- ------- -------- ------- -------- 60.00 BY-PASS 1.00 1.00 4.00 -1.00 0.00 -1.50 0.00 No. Span ---Lap--- Section -----Shear----- -----Bending---- Defl Strut B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Cap.* Ratio (ft) (ft) (ft) .kips kip -ft kips -- ------ ---- ----------- ----- ----- --- ------ ----- --- ---- ----- ----- 1 22.000 0.00 2.00 8.5Z14 1.20 0.27 RLI 4.62 0.66 MS1 297.11.20 0.44 2 14.000 2.00 2.00 8.5216 0.55 0.27 RLI -3.17 0.63 RL -1 580 10.34, 0.47 3 22.000 2.00 0.00 8.5214 . 1.20 0.27 LL1 4.62 0..66 MS1 2'97 11.20 0.44 ------------------------------------------------------------------------------ Total weight per run = 243.54 lbs Maximum stress ratio = 0.66 Page .D- 05/31./07 10:35:42 AM Ver. 17.2 SECONDARY FRAMING DESIGN Designer PJP Job Number: 27196 -LT Part: 1 Desc:' A D_Lap 86AISI ------------------------------------------------------------------------------ Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LT 20.000ft 60.000ft 20,000ft 0.000ft - 1.000:12 0.000:12 3 ---=--------------------------------------------------------------------------- S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt -Type Overhang Front: 10.333ft 0.00ft * Left 1 C I 10.000ft Rear : 12.000ft 0.00ft * Right -1. C I 0.000ft ------------------------------------------------------------------------------ Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL_mph WL_psf 97ubc 4 0 3 C N 1.5 0.00 20.00 0.00 80.00 17.38 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D_Snow:.,_0.00 psf Wind Imp. Factor: 1.00 Deft. Limit:L/180 ****** ROOF PURLIN STRUCTURES ******** Load Comb 1 DL + LL Load Comb 2 DL + WL - Load Comb 3 LL ASF: 1.000 ASF: 1.333 ASF: 1.000 Design Z --Inset(ft)-- Z_Strip--Int.Zone Coef-----Ext.Z.one Coef--- Spc(in) Cond. Left Right (ft) Suction Pressure Suction Pressure 60.00 BY-PASS 1.00 1.00 2.00 -1.00 0.00 -1.50 0.00 No. Span --- Lap--- Section .----- Shear ------ -----Bending---- Defl Strut B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Cap.* Ratio (ft) (ft) (ft) kips kip -ft kips 0 11.000 0.00 4.00 8.5Z14 0.78 0.17 RLI -3.36. 0.48 ,RS1 241 11.20 0.25 1 22.000 4.00 2.00'8.5Z.14 0.98 0,22 LL1 -3.36 0.48 LS1 816 9.91 0.2.6 2 14.000 2.00 2.00. 8.5Z16 0.75 0..36 RL1 -3-33 0.66 :R11 912 10-40 ` 0.57 3 22.000 2.00 '0.00 8.5Z14 1.23 0.27 LL1 4.39 0.63 MS1 322 11.01 0.40 ------------------------------------------------------------------------------ Total weight per run = 312.39 lbs Maximum stress ratio = 0.66 Page D- � - 05/30/07 02:20:55 PM Ver. 17.2 SECONDARY FRAMING DESIGN Designer : PJP Job Number: 27196 Part: 1 Desc: A 86AISI ------------------------------------------------------------------------------ Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 40.000ft 60.000ft' 20.000ft 0.000ft 1.000:12 1.000:12 3 ------------------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt -Type Overhang Front: 18.000ft 0.00ft * Left 1 S I 0.000ft Rear : 18.000ft 0.00ft * Right 1 S I 0.000ft ------------------------------------------------------------------------------ Code Cat. Seis_Z Expo_S Expo W Coastal DL COLL. LL G_Snow WL_mph WL_psf 97ubc 4 0 3 C N 1.5 0.00 20.00 0.00 80.00 18.26 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 Defl. Limit:L/ 90 ****** SW GIRT STRUCTURES ******** Load Comb 1 : WL+ Load Comb 2 : WL- ASF:1.333 ASF: 1.733 Z Spacings (in) 48.00 40.00 60.00 268.00 Design Z --Inset(ft)-- Z_Strip --Int.Zone Coef-----Ext.Zone Coef--- Spc(in) Cond. Left Right (ft) Suction Pressure Suction Pressure ------ ------ ----- ----- ------- ------- -------- ------- -------- 64.00 S.SPAN 1.00 1.00 4.00 -0.90 0.89 -1.20 0.89 No. Span ---Lap--- Section -----Shear----- --- Bending---- Defl B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Ratio (ft) (ft) Aft) kips kip -ft -- ------ ---- ----- ------ ----- ----- --- ------ ----- --- ---- ----- 1 22.000 0.00 0.00 8.5Z14 0.95 .0.16 RL1 -5.3'7 0.89 MS2 199 0.80 2 14.000 0.00 0.00 8.5216 0.61 0.22 LS1 -2.15 0.49 MS2 615 0.24 3 22.000 0.00 0.00 8.5Z14 0.95 0.16 LS1 -5.37 0.89 MS2 199 0.80 ----------------------------------------------------------------------------- Total weight per run = 207.92 lbs Maximum stress ratio = 0.89 Page D- 05/30/07 02:2.1:,29 PM Ver. 17:2 SECONDARY FRAMING DESIGN Designer. PJP Job Number: 27196 Part: 1 Desc: A 86AISI ------------------------------------------------------------------------------ Type Width Length Ridge Dist. .R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 40.000ft 60.000ft 20.000ft 0.000ft 1.000:12 1-:000:12 3 ------------------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* .E.Wall Type Col_Spc. Girt Type Overhang Front: 18.000ft 0.00ft * Left 1 S I 0.000ft Rear 18.000ft 0.00ft * Right 1 S I 0.000ft ------------------------------------------------------------------------------ Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. -LL G_Snow WL_mph WL_psf 97ubc 4 0 3 C N 1.5 0.00 20.00 0.00 80..00 18.26 Snow Imp. Factor: 1.00 Snow Factor:_ 0.70 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 Defl. Limit:L/ 90 ****** EW GIRT STRUCTURES ******** Load.Comb 1 : WL+ ASF:1.333 Load Comb 2 : WL- ASF:1.733 Z Spacings (in) 48.00 40.00 60.00 60.00 28.00 Design Z Inset(ft)-- Z Strip--Int.Zone Coef-----Ext.Zone Coef--- Spc(in) Cond. heft Right (ft) Suction Pressure Suction Pressure ------ ------ ----- ----- ------- ------- -------- ------- -------- 60.00 S.SPAN 0.00 0.00 1 4.00 -1.01 1.02 -1.31 1.02 No. Span ---Lap--- Section -----Shear----- -----Bending---- Defl B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Ratio (ft) (ft) (ft) kips kip -ft 1 .11.667 0_00 0.00 8.5Z16 0_54 0.:20 LS1 .-1.:68 0..:39 MS2 950 0.15 2 16.667 0.00 0. M8:5216 0.76 0.2.8 LS1. -31.21 0.74 MS2 392 0.55 3 11.667 0.'00 0.00 8.5216 0.54 0.20 tSl -1.68 0.39 MS2. 950 0.15 -----=------------------------------------------------------------------------ Total.weight per run = 117.60 lbs Maximum stress ratio = 0.74 Page D- j 05/31/07 10:.11:56 AM Ver. 17..2 SECONDARY FRAMING DESIGN Designer : PJP Job Number: 27196 -LT Part: 1 Desc: A 86AISI ------------------------------------------------------------------------------ Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LT 20.000ft 60.000ft 20.000ft 0.000ft 1.000:12 0.000:12 3 ------------------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc, Girt -Type Overhang Front: 10.333ft 0.00ft * Left : 1 C I 10.000ft Rear : 12.000ft 0.00ft * Right 1 C I 0.000ft ------------------------------------------------------------------------------ Code' Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL mph WL psf 97ubc ' 4 .0 3 C N 1.5 0.00 20.00 0.00 80.00 17.38 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D_Snow: 0.00 psf Wind Imp. Factor.: 1.00 Defl. Limit:L/ 90 ****** EW GIRT STRUCTURES ******** Load Comb 1 : WL+ ASF:1.333 Load Comb 2 : WL- ASF:1.733 Z Spacings (in) : 48.00 40.00 60.00 Design Z--Inset(ft)-- Z_Strip --Int.Zone Coef-----Ext.Zone Coef--- Spc(in) Cond. Left Right .(ft) Suction Pressure Suction Pressure 60.00 S.SPAN 0.00 0.00 2.00 -0.90 0.90 -1.20 0.90 No. Span ---Lap--- Section -----Shear----- -----Bending---- Defl B/S Length L / R Force Ratio'Loc Momt. Ratio Loc L/XX Ratio (ft) (ft) (ft) kips kip -ft -- ------ ---- ----------- ----- ----- --- ------ ----- - ---- ----- 1 20.000 0.00 0.00 8.5216 0.78 0.28 LS1 -3.96 0.9.1 MS2 232 0.83 ----------------------------- ------------------------------------ =------------ Total weight per run = 58.80 lbs Maximum stress ratio = 0.91 MANUAL: DESIGN PAGE: D - .CBC*STEEL. BUILDINGS SECTION: SECTION PROPERTIES.AND RAW MATERIALS ZEE SECTION PROPERTIES ZEE SECTION PHYSICAL PROPERTIES . SIZE D IN B IN 'L IN T. IN WGT LB/FT A 1 N2 8.5 Z'16. 8.5 2.5 0.9.00 0:058 2.944 0.866 8.5 Z 14 8.5 2.5 0.900. 0.075 3.793 1.115 8.5 Z 12 8.5 2.5 0.900 0.102 5.127 1.508 ZEE SECTION FULL PROPERTIES SIZE Ix (IN 4) rX 1N l y IN4 ry IN J IN4 Cw IN 6) ro IN 8.5 Z 16 9.344 3:285 1.359 1:253 0.000971 17.445 3.516 8.5 Z 14 11:977 3.277 1.733 1.246 0.00209l.' 22.146 3.506 8.5 Z 121-16.060 ---11-:977 --- 3.264 2.303 - 1..236 0.0.0523 29,.243 3.490 - ZEE SECTION EFFECTIVE PROPERTIES SIZE Ix (IN 4) Sxc. (IN 3) (IN 3 . Mn K IN Ma K IN VX KIPS DEFL.I, (IN 4) Ae ' INS. 8.5 Z .16 8.358 1.828 2.1.29 100.519 60.191 2.077 9.344 0.450 -8.5--Z- 14--- - -11.21-1 ---.-2.534-----2-.-751--.-1-39.-341-----83:4-38----4 .51-0- - ---11-:977 --- ----0.644- 8.5 Z 12 1 16.060 3.779 1 3.779 1 207.831 124.450 11.42 16.06.0 . 1.101 NOTES: 1. SECTION PROPERTIES ARE CALCULATED IN ACCORDANCE WITH THE 1996 AISI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL MEMBERS. 2. BENDING ALLOWABLES SHOWN MAYBE UTILIZED.FOR MEMBERS. HAVING THE COMPRESSION FLANGE CONTINUOUSLY FASTENED TO DECK OR SHEATHING. PREPARED BY: APPROVED BY: EFFECTIVE DATE: REVISIOWNUMBER: A. TOUNIAN W. LEWIS 4/.01 1 MANUAL: DESIGN PAGE: D - 1 C C STEEL ./ BUILDINGS SECTION: SECTION PROPERTIES AND RAW MATERIALS EAVE STRUT SECTION PROPERTIES Angle Per Roof Pitch 94' s Angle Per Roof Pitch 90' SAVE STRUT SECTION PHYSICAL PROPERTIES SIZE D IN B IN L IN T IN WGT LB/FT A 1 NZ ES 1:12 8.5 2.625/8.5 0.940 0.058 4.733 1.392 ES 4:12 8.5 2.625/8.5 0.940 0.058 4.733 1.392 EAVE STRUT SECTION FULL PROPERTIES SIZE IX IN4 rX IN ly IN4 ry IN J IN4 CW IN6 ro IN ES 1:12 12.836 3.081 13.541 3.164 0.001517 158.317 8.856 ES 4:12 12.579 3.023 11.705 2.916 0.001543 98.303 8.455 EAVE STRUT SECTION EFFECTIVE PROPERTIES SIZE IX IN4 SXR (IN 3) S,,t (IN 3) Mn K IN Ma K IN Va KIPS DEFL.IX (IN 4) Ae (IN 2) ES 1:12 TOP 10.899 1.791 4.570 98.505 59.103 2.050 12.551 0.640 BOTTOM 10.210 2.669 2.198 120..890 72.534 2.050 10.538 0.640 ES 4:12 TOP 9.769 1..690 4.281 92.950 55.770 .2.069 11.181 0.641 BOTTOM 9.204 2.504 2.097 115.335 69.201 .2.069 9.520 0.641 NOTES: 1. SECTION PROPERTIES ARE CALCULATED IN ACCORDANCE WITH THE 1996 AISI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL MEMBERS. 2. BENDING ALLOWABLES SHOWN MAY BE UTILIZED FOR MEMBERS HAVING THE COMPRESSION FLANGE CONTINUOUSLY FASTENED TO DECK OR SHEATHING. PREPARED BY: APPROVED BY: EFFECTIVE DATE: REVISION NUMBER: A. TOUNIAN W. LEWIS 5/5/00 0 F:-MI)W9=hLL- F=' IFR T P4 C3 IDE --EB 11 131%A By PJP Sheet E- Date 05-30-2007 Cust DRY CREEK FARM Job # 27196 END POST DESIGN Length= 1&. 30 ft Trib width = 14.17 ft' # USE: (2)8.5 x 2.75 x 16 Ga 'CIS Sxx=�?l in''3 Actual w (wl) = 14.17 ft x 14. 8256'.psf .=-- 210,0 08 lb/ft Allowable w(wl) _ :Z¢g '111 x 1.33 = �,,oO lb/ft MANUAL: DESIGN PAGE: E - .Z STEEL BUILDINGS SECTION: SECTION PROPERTIES AND RAW MATERIALS CEE SECTION PROPERTIES �o A cc 0 CEE SECTION PHYSICAL PROPERTIES SIZE D IN B IN L IN T IN WGT LB/FT A 1N 8.5 C 16 8.5 2.5 0.900. 0.058 2.898 0.852 8.5 C 14 8.5 .2.5 0.900 0.075 3.727 1.096 8.5 C 12 8.5 2.5 0..900 0.102 5.022 1.477 CEE SECTION FULL PROPERTIES SIZE Ix (IN rx IN lY IN4 ry IN i IN° C„, IN6 r, IN 8.5 C 16 9.019 3.253 0.724 0.921 0.000956 10.766 3.817 8.5 C 14 11.528 3.243 0.914 0.913 0.002055 13.515 3.798 -8.5C 12 15.391 3.228 1.198 0.901 0.00512 17.527 3.768 CEE SECTION EFFECTIVE PROPERTIES SIZE (IN 4) S.r IN3 S4 IN3 M" K IN Ma K IN Va KIPS DEFL.I., (1 4) Ae IN2 8.5 C 16 8.401 1.886 2.077 103.717 62.106 2.077 9.019 0.468 8.5 C 14 11.256 2.608 2.690 143.426 85.884 4.510 11.528 0.682 8.5.0 12 15.391 3.621 3.621. 199.181 119.270.j 11.42 15.391 1.070 NOTES: SECTION PROPERTIES ARE CALCULATED IN ACCORDANCE W ITH THE 1996 AISI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL MEMBERS. 2. BENDING ALLOWABLES SHOWN MAY BE UTILIZED FOR MEMBERS HAVING THE COMPRESSION FLANGE CONTINUOUSLY FASTENED TO DECK OR SHEATHING. PREPARED BY: APPROVED BY: EFFECTIVE DATE: REVISION NUMBER: A. TOUNIAN W. LEWIS 4101 1 r Job Name: C::\ABCP\FRAMES\271.96.01A 05/30/07 02:23 PM Ver. 17.2 STEEL FRAME ANALYSIS AND DESIGN BY THE DIRECT STIFFNESS METHOD ALL DESIGN IN ACCORDANCE VITH 89 AISC AND MBMA AS APPLICABLE BUILDING DESCRIPTION - - FRAME LINES 1 THRU 4 27196 FRAME WIDTH BAY SPACING ROOF SLOPES INT. COLUMNS MEMBERS NODES 40.000 ft. 23.000 ft. 2 0 4 5 LEFT WALL SLOPE W/VERT. GIRT DEPTH TYP. GIRT SPACE --------------- 0.000/ 12.0 8.50 in. 68.00 in.` NODE LOCATION WEB DEPTH CONNECTION BASE 1 0.000 ft. 11.500 in. PINNED EAVE 2 18.000 ft. 14.500 in. RIGID ROOF SLOPE 1 SLOPE W/HORIZ. PURLIN DEPTH TYP. PURLIN SPACE ------==------- 1.000/ 12.0 8:50'in. 59:7'9. in.- n.NODE NODE LOCATION WEB DEPTH CONNECTION LEFT END 2 0,.000 ft_ 14.500 in. RIGID RIGHT END 3 20.000 ft. 14.500 in.. RIGID ROOF SLOPE 2 SLOPE W/HORIZ. PURLIN DEPTH TYP. PURLIN SPACE --------------- -1.000/ 12.0 8.50 in. 59.79 in. NODE LOCATION WEB DEPTH CONNECTION LEFT END 3 20.000 ft. 14.500 in. RIGID RIGHT END 4 40.000 ft. 14.500 in. RIGID RIGHT WALL SLOPE W/VERT. GIRT DEPTH TYP. GIRT SPACE --------------- 0.000/ 12.0 8.50 in. 68.00 in. NODE LOCATION WEB DEPTH CONNECTION EAVE 4 18.00.0 ft. 14.500 in. .RIGID .BASE 5 0:000 ft. 11.500 in.. PINNED 4 Job Name: C:\ABCP.\FRAMES\27196.01A BUILDING -- FRAME LINES 1 THRU 4 NODE COORDINATES NODE X Y (in.) (in-) 1 14.75 0.00 2 16.25 201.05 3 240.00 219.69 4 463.75 201.05 5 465.25 0.00 05/30/07 02:23 PM Ver. 17.2- 27196 Job.Name: C:•\ABCP\FRAMES\27.196.01A 05/30./07 02:23 PM Ver. 17.2 BUILDING -- FRAME LINES 1 T.HRU 4 27,196 . • LOAD COMBINATION 1 --- D + L ALLOWABLE STRESS FACTOR = 1.00 19.89 AISC/ASD UNIFORM LOADS * WIND COEFFICIENTS * LIVE WIND DEAD * Cl C2 C3 C4 (psf) (psf) (psf) 12.00 0.00 2.50 0:00 0.00 0.00 0.00 CONCENTRATED LOADS'* * LOAD COMPONENTS LOAD NO. LINE NO. * LOCATION * HORIZONTAL VERTICAL MOMENT * (ft.) * (kips) (kips) (kip -ft) 1 1, 11.00 0.00 -3.70 0.00 2' 4 11.00 0.00 -3.70 0.00 MEM8ER END ACTIONS * NODE I * NODE J * * 'MEMBER NODES * AXIAL SHEAR MOMENT * AXIAL SHEAR MOMENT I J * (kips) (kips) (kip -ft) * (kips) (kips) (kip -ft) 1 1 2 10.95 -1.77" -0.0.0 -7.01 1.80 -29.80 2 2 3 2.36 6.09 29.84 -1.84 0.14 28.31 3 3 4 1.84 0.14 -28.31 -2.36 6.09 -29.84 4 4 5 7.01 1.80 29.80 -10.95 -1.77 0.00 * SUPPORT REACTIONS SUPPORT. NODE * HORIZ. VERTICAL'.MOMENT * (kips) (kips)' (kip=ft) 1 1 1.85 10..94 -0.00 2 5 -1.85 10.94 -0..00 Job Name: C:\ABCP\FRAMES\27196.01A 05[30/07 02:23 PM Ver. 17.2 - BUILDING -- FRAME LINES 1 THRU 4 .27196 LOAD COMBINATION 2 --- D + W-> ALLOWABLE STRESS FACTOR = 1.33 1989 AISC/ASD UNIFORM LOADS. * WIND COEFFICIENTS * LIVE WIND DEAD * Cl C2 C3 C4 (psf) (psf) (psf) 0.00 18.26 2.50 0.80 -0.70 -0.70 -0.50 * * CONCENTRATED LOADS * * LOAD COMPONENTS LOAD NO. LINE NO. * LOCATION * HORIZONTAL VERTICAL MOMENT * (ft.) * (kips) (kips) (kip -ft) 1 1 11.00 0.00 2.30 0.00 2 4 11.00 0.00 2.30 0..00 . MEMBER END ACTIONS * NODE I * NODE J * * MEMBER NODES * AXIAL SHEAR MOMENT * AXIAL SHEAR MOMENT I J * (kips) (kips) (kip -ft) * (kips) (kips) (kip -ft') 1 1 2 -8.83 5.86 -0.00 6.75 -1.57 61.98 2 2 3 -1.12 -6.19 -61.97 1.23 2.22 -18.84 3 3 4 -0.84 -2.42 18.84 0.73 -1.56 -24.80 4 4 5 -2.08 0.13 24.79 4.12 -2.84 0.00 * SUPPORT REACTIONS SUPPORT NODE * _HORIZ. VERTICAL MOMENT * (kips) .(kips) (kip -ft) 1 1 -5.93 .-8.79 -0.00 2 5 -2.81 -4.14 0.00 �y Job Name: C:\ABCP\FRAMES\27196.01A 05/30/07 02:23 PM Ver. 17.2 BUILDING -- FRAME LINES.I..THRU 4 27196 MAXIMUM STRESS RATIOS -89 RISC ALLOWABLE STRESS DESIGN OUTER FLANGE * WEB * INNER FLANGE * OUTER FLG WEB"SHEAR INNER FLG MEM WIDTH THICK * THICK * WIDTH THICK * RATIO LOAD RATIO LOAD RATIO -LOAD (in) (in) (in) 1 5.00 0.2500 0.1350 5.00 0.2500 0.767 2 0•.251 2 0.770. 2 2 5.00 0.2500 0.1350 5.00 0.2500 0.735 2 0.•417 1 0.711 2 3 5.00 0.2500 0.1350 5.00 0.2500 0.,735 2 0.417 1 0.711 2 4 5.00 0.2500 0..1350 5.00 0.2500 0.767 2 0.251 2 0.770 2 R I C-3 I ID E FR 54 P4 E C1 C3 64 P4 E C- `I- I C3 Pq 13 E I CS Ry PJP Sheet F-` Data 05-30-2007 Cust DRY CREEK FARM Job # :7196 KNEE CONNECTION USE Plate 5 x .5 x 19 in. IF = 55 ksi) w/ 3/4 in. dia. ASTM 005-N) High Strength Bolts Plate Allow bolt tension w/ stiffener = 15.732 k/bo'lt Plate Allow bolt tension w/o stiffener. = 7.866 k/bolt Bolt Allowable tension = 19.400 k/bolt Actual Dead + Live moment = 30.00 k -ft (Outside bolts in tension) Allow Dead + Live moment = 78.66 k -ft w/ ` rows of bolts w/ 0 stiff 1 row of bolts outside flange Actual Dead + Wind moment = 62.00 k -ft (Inside bolts in tension) Allow Dead + Wind moment = 62.93 k -ft w/ S rows of bolts w/ 0 stiff RAFTER RIDGE CONNECTION USE : Plate 5 x .5 x 19 in. (Fy = 55 ksi) w/ 3/4 in. dia. ASTM (A 25-N) High Strength Bolts Plate Allow bolt tension w/ stiffener = 15.732 A/bolt Plate Allow bolt tension w/o stiffener = 7.86E k/bolt Bolt Allowable tension = 19.400 k/bolt Actual Dead + Wind moment = 19..00 k -ft (Upper bolts in tension) Allow Dead + Wind moment = 6:.93 k -ft w/ rows of bolts w/ 0 stiff Actual Dead + Live moment =. 29.00 k -ft (Lower bolts in tension) Allow Dead + Live moment = 78.66 k -ft w/ c rows of bolts w/ 0 stiff 1 row of bolts below flange COLUMN BASE .PLATE Vertical load = 11.00 kips Column flg width = 5.00 in. *# USE: BASE PLATE 8 x .375 x 13 in. ( 55 ksi) Min Req'd Thk : ` x SOR C 11 / ( 8 x 13 x .25.x 55 ) ] _ .175 in Job Name: C:\ABCP\FRAMES\271'96-LT.01A 05/31/07 10:15 AM Ver. 17.2 STEEL FRAME ANALYSIS AND'DESIGN BY THE DIRECT STIFFNESS METHOD ALL DESIGN IN ACCOR ANCE WITH 89 AISC AND MBMA AS APPLICABLE BUILDING DESCRIPTION - - LEAN-TO'S AT LIN=7HRU27196-LT FRAME WIDTH BAY SPACING --ROOF SLOPES INT. COLUMNS MEMBERS NODES 20.000 ft. 23.000 ft. 1 0 2 3 LEFT WALL SLOPE W/VERT. GIRT DEPTH TYP. GIRT SPACE --------------- 0.000/ 12.0 8.50 in. 68.00 in. NODE LOCATION WEB DEPTH CONNECTION BASE 1 .0.000 ft. 11.500 in. PINNED EAVE 2 10.333 ft. 11.500 in. PINNED ROOF SLOPE 1 SLOPE W/HORIZ. PURLIN DEPTH TYP. PURLIN SPACE --------------- 1.000/ 12".0 8.50.in.. .59.79 in. NODE LOCATION WEB DEPTH CONNECTION LEFT END 2 0.000 ft. 16..500 in. PINNED RIGHT END .3 20.000 ft. 16.500 in. PINNED Job Name: C:\ABCP\FRAMES\27196-LT.01A 05/31/07 10:15 AM Ver. 17.2' BUILDING -- LEAN-TO'S AT LINES 1 THRU 4 27196 -LT NODE COORDINATES NODE X Y (in.) (in.) 1 14.75 0.00 2 14.75 107.92 3 240.00 126.69 F I Job Name: C:\ABCP\FRAMES\27196-LT.01A 05/31/07 10:15 AM Ver. 17.2 BUILDING -- LEAN -TW S AT LINES 1 THRU 4 27196 -LT LOAD COMBINATION 1 --- D + L ALLOWABLE STRESS FACTOR = 1.00 1989 AISC/ASD UNIFORM LOADS' * WIND COEFFICIENTS * LIVE WIND DEAD * C1 C2 (psf) (psf) (psf) 16.00 0.00 2.50 0.00 0.00 * * CONCENTRATED LOADS * * LOAD COMPONENTS LOAD NO. LINE NO. * LOCATION * HORIZONTAL VERTICAL MOMENT, * (ft.) * (kips) (kips) (kip -ft) 1 2 2.00 0..00 -4.60 23.00 MEMBER END ACTIONS * NODE .I *. NODE J * MEMBER NODES * AXIAL SHEAR 'MOMENT * AXIAL SHEAR MOMENT I J * (kips) (kips) (kip -ft) * (kips) (kips) (kip -ft) 1, 1 2 10.42 0.01 0.00 -10..29 -0.01 0.05 2 2 3 0.78 9.37 0.00 0.26 3.11 0.00 * SUPPORT REACTIONS SUPPORT NODE * HORIZ. VERTICAL MOMENT * (kips') (kips) .(kip=ft) 1 1 -0:01 10.42 0.00 2 3 0.01 3.12 0.00 Job Name: C:\ABCP\FRAMES\27196-LT.01A 05/31/07 10:15 AM Ver. 17.2 - BUILDING -- LEAN-TO'S AT LINES 1 THRU 4 27196 -LT LOAD COMBINATION 2 --- D + W-> ALLOWABLE STRESS FACTOR = 1.33 UNIFORM LOADS LIVE WIND DEAD (psf) (psf) (psf) . 0.00 17.38 2.50 * CONCENTRATED LOADS LOAD NO. LINE NO. * 1 2 1989 AISC/ASD * WIND COEFFICIENTS * * C1 C2 * 0.80 -0.70 * * LOAD COMPONENTS LOCATION * HORIZONTAL VERTICAL MOMENT (ft.) * (kips) (kips) (kip -ft) 2.00 0.00 4.40 =22.10 * * MEMBER NODES * AXIAL I J * (kips) 1 1 2 -7.30 2 2 3 1.21 * SUPPORT REACTIONS SUPPORT NODE * HORIZ. VERTICAL MOMENT * (kips) (kips) (kip -ft) 1 1 -0.82 -7.30 -0.00 2 3 -1.38 -1.09 -0.00 MEMBER END ACTIONS NODE I * NODE J * SHEAR MOMENT * AXIAL SHEAR MOMENT (kips) (kip -ft) * (kips.) (kips) (kip -ft) 0.82 0.00 7.42 1.26 0.01 -7.11 0.00 -1.47 -0.97 0.00 * SUPPORT REACTIONS SUPPORT NODE * HORIZ. VERTICAL MOMENT * (kips) (kips) (kip -ft) 1 1 -0.82 -7.30 -0.00 2 3 -1.38 -1.09 -0.00 Job Name: C:\ABCP\FRAMES\271.96-LT.01A 05/31/07 10:15 AM Ver. 17.2 BUILDING -- LEAN-TO'S AT LINES 1 THRU 4 .27196 -LT LOAD COMBINATION 3 --- D + W< - ALLOWABLE STRESS FACTOR 1.33 1.989 AISC/ASD UNIFORM LOADS * WIND COEFFICIENTS * LIVE WIND. DEAD * Cl C2 (psf) (psf) (psf) 0.00 17.38 2.50 -0.50 -0.70 CONCENTRATED LOADS * * LOAD COMPONENTS LOAD NO. LINE NO. * LOCATION * HORIZONTAL VERTICAL MOMENT * (ft.) * (kips) (kips) (kip -ft) 1 2 2.00 0.00 4.40 -22.10 MEMBER END ACTIONS * NODE I * NODE J * MEMBER NODES * AXIAL SHEAR MOMENT * AXIAL SHEAR MOMENT I J * (kips) (kips) (kip -ft) * (*kips) (kips) (kip -ft) 1 1 2 -7.55 -0.51 0.00 7:67 -0.79 0.01 2 2 3 -1.80 -7.11 0.00 1.55 -0.97 0.00 * SUPPORT REACTIONS SUPPORT NODE * HORIZ. VERTICAL MOMENT * (kips') (kips) (kip -ft) 1 1 0.51 -7.5.5 0.00 2 3 1.62 -0.84 0.00 Job Name: C:\ABCP\FRAMES\27196-LT.01A 05/31/07 10:15 AM Ver. 17.2 - BUILDING -- LEAN-TO'S AT LINES 1 THRU 4 27196 -LT. MAXIMUM STRESS RATIOS -89 AISC ALLOWABLE STRESS DESIGN OUTER FLANGE * 'WEB * INNER FLANGE * OUTER FLG WEB SHEAR INNER FIG MEM WIDTH THICK * THICK * WIDTH THICK * RATIO LOAD RATIO LOAD RATIO LOAD . (in) (in) (in) (in) (in) 1 5.00 0.2500 0.1350 5.00 0.2500 0.095 1 0.051 2 0.095 1 2 5.00 0.2500 0.1350 5.00 0.2500 0.213 1 0.734 1 0.230 1 4 1�7 ry By'PJP Sheet ` Date Cust Job # 27196 BLDG DATA ` Bldg width = 40.00 ft' Bldg length = 60.00 ft Bay space = 23.00 ft ' Eave height = 18.000 ft Ave EW'height = 9.417 ft LOADS Wind Pressure = 24.05 psf ` Wind Load 24.05 ( 40~00 x 9.417 ) / 1000 =9. OE, k i p s- Seismic �Zone = 3 Importance Factor = 1.00 ' 'W = ( 4 ) x ( 40 x 60 ) + ( 6 > x ( 40 x 9.417 ) = 11860 lbs - . Seismic Load = � x W l / 1000 � - iv SIDEWALL BRACING USE X -braces 3/4 in dia ROD BRACING COS 0 = 23 / SQR( 23^2 + 18^2 > = 0.788 Wind Load / X -braces Max tension wind = COS 0 2 } / 0.788 =! ��/�*'kips 'y'/r /`+-.� gllow tension wind = ( 1.3333 x 8.4 ) ------> = 11.20 kips >OK( ' ' Seismic Load / X -braces Max tension seismic = COS 0 ' = (^ ^./ 2 ) / 0.788 =� 'kips Allow tension seismic = ( 1.7 x 8.4} ------ = 14.28 kips >OK< W �404 ' . / / ' v= � 'All AV ^��U /�%ux" | Y� `^' | ' ' . \-- Job Name: C:\ASCP\FRAMES\27196POR.01A 05/.31/07 11:44 AM Ver. 17.2. STEEL FRAME ANALYSIS AND DESIGN BY THE DIRECT STIFFNESS METHOD ALL DESIGN IN ACCORDANCEWITH 89 RISC AND MBMA AS APPLICABLE BUILDING DESCRIPTION - -•PORTAL FRAME 27196POR FRAME WIDTH BAY SPACING ROOF SLOPES INT. COLUMNS MEMBERS NODES 21.000 ft. 1..000 ft: 1 0 3 4 LEFT WALL SLOPE W/VERT. GIRT DEPTH TYP. GIRT SPACE --------------- 0.000/ 12.0 0.00 in. 216.00 in. . NODE LOCATION WEB DEPTH CONNECTION BASE 1 0.000 ft. 14.500 in: PINNED EAVE 2 18.000 ft. 14.500 in. RIGID ROOF SLOPE 1 SLOPE W/HORIZ. PURLIN DEPTH TYP. PURLIN SPACE --------------- 0.000/ 12.0 8.50 in. 252.00 in. NODE LOCATION WEB DEPTH CONNECTION LEFT END 2 0.000 ft. 14.500 in. RIGID RIGHT END 3 21.000 ft. 14.500 in. RIGID RIGHT WALL SLOPE W/VERT. GIRT DEPTH TYP. GIRT SPACE --------------- 0.000/ 12.0 0.00 in. 216.00 in. NODE LOCATION WEB DEPTH CONNECTION EAVE 3 18.000 ft. 14.500 in. RIGID BASE 4 0.000 ft. 14.500 in. PINNED 9 Job Name: C:\ABCP\FRAMES,\27.196POR.OIA 05/31/07 11:44 AM Ver. 17.2 BUILDING -- PORTAL FRAME 23196POR MAXIMUM STRESS RATIOS -89 AISC ALLOWABLE STRESS DESIGN OUTER FLANGE * WEB * INNER FLANGE * OUTER FLG WEB SHEAR INNER FLG MEM WIDTH THICK * THICK * WIDTH 'THICK * RATIO LOAD RATIO LOAD RATIO LOAD (in) (in) (in) (in) (in) 1 8.00 0.2500 0.1350 8.00 0.2500 0.616 1 0.184 1 0:489 1 2 8.00 0.2500 0.1350 8.00 0.2500 0.619 1 0.324 1 0.625 1 3 8.00- 0.2500 0.1350 8.00 0.2500 .0.449 1 0.187 1 0.656 :1 R I C3 1130 F F;Zd=DMF:- 9-sC3r9r4FC:�-` I C31%4 By PJP Date 05-30-2007 Cust DRY CREEP, FARM KNEE CONNECTION IDE S3 I (D " Sh e e t_ Job 1# :97196 USE Plate 8 x .5 x 2 in. (Fx - 55 ksi) w/ 3/4 in. dia. ASTM (225-N) High Strength Bolts Plate Allow bolt tension w/ stiffener = 15.732 k/bolt Plate Allow bolt tension w/o stiffener = 7.866 k/bolt Bolt Allowable tension = 19.400 k/bolt Actual Dead + Wind moment = 61.00 k -ft (01_ttside bolts in tension) Allow Dead + Wind moment = 101.38 k -ft w/.2 rows of bolts w/ 0 stiff 1 row of bolts outside flange Actual Dead + Wind moment = ll �S kk ftt (Inside bolt to s'on Allow Dead + Wind moment = iio ,� k -ft w// f! rows of �o�s w� 6 s�iff COLUMN BASE PLATE e tical load = it'ips o�lumn flg width = a 0 n. ## USE: BASE PLATE 8 x .375 x 16 in. ( 55 ksi) Min Req' d Thk : .8 x SQR E 6. 7 / ( 8 x 16 x .:95 . x 55 ) I = . 049 in � a $mea 9FI �LC $ 8 $ $ X $., C4 Q _ W ° w= 100 a 9a o w Ww 9 oW 9� S W � w W_a gO z wa o'm8 $ m S J UC m a Imp i PuJ C L gVu (�yQ�Im s y�pp�i1w FqVB_,}ry µ ~z J�prco,3agmga�_9W^�mUZp VV 4NZ� Qo N9a ym Vo R�uS� QmVa�� 0, "m iQ�wi �LL mmm.. — 3AOGV X)021 d0 3M-1 Q m 4 S furDL JI1V111313tIJ�7 I d�u /�► o ° I 0s09 OE09 OE09 x»n I I ----------- ,5 K s mM fE o I 9. d, I 3: r�o w aq e L J$� 1 NOI1V2Nd34 AONVdfYJ70 :JM I IAF J P O \– --- f 6. I S Mjcybj O to,9 01176o106�Om r >�pyo ° $ ' �o .O•.b m is aid .en X U wo a u u a q � w r m® IP d r 91a y .O -.OI .O -.b 3 3 a d w w 71 O'Ra 9 X.9 71L .9 x .B 1 11 ,9 x .1 'rtL .9 X.9 'fRi ,B X.9 313S:3m= 0 ..9 •.L .0•.9 .9-.L .0•.9 .O-. .O•.E .018 .O-.6 O•. .O -.B .9•.L .O•.B .9•.L .E -.II .O -.VI .E•.11 .6•.II .0•.EL .O-.YI .0 -.CZ n Al O 0 OL LL 909Z-908 1 0 6 9 1 a N 0 11 d 9 z a 9 6 v0 10 INSQ "12 all 1 A a e 08. yytf-YG6lOL 7I�Id ►Y9Wiet-!Oi 310Nd • 9189a tl4 '9cd®N xcm`+ AtlM tl80 CPMM 89" ZIV.ONVtl� _ g o 5 Q WMEER �G,�, 0�1&D7tl, =moo SY1318A8 taN1011fl9 A3llVA N1tlONpNItl3iN14iN3 n aa-rina alod blow 9NIq mm 7139"&o.L --vw 33 Gn0HG -M 31VnlaW 3ULLV 341VWA DOOM OL 3'WVMO LONVB 310N MItlN .SNOISK3?J � a $mea 9FI �LC $ 8 $ $ X $., C4 Q _ W ° w= 100 a 9a o w Ww 9 oW 9� S W � w W_a gO z wa o'm8 $ m S J UC m a Imp i PuJ C L gVu (�yQ�Im s y�pp�i1w FqVB_,}ry µ ~z J�prco,3agmga�_9W^�mUZp VV 4NZ� Qo N9a ym Vo R�uS� QmVa�� 0, "m iQ�wi �LL mmm.. — 3AOGV X)021 d0 3M-1 Q m 4 S furDL JI1V111313tIJ�7 I d�u /�► o ° I 0s09 OE09 OE09 x»n I I ----------- ,5 K s mM fE o I 9. d, I 3: r�o w aq e L J$� 1 NOI1V2Nd34 AONVdfYJ70 :JM I IAF J P O \– --- f 6. I S Mjcybj O to,9 01176o106�Om r >�pyo ° $ ' �o .O•.b m is aid .en X U wo a u u a q � w r m® IP d r 91a y .O -.OI .O -.b 3 3 a d w w 71 O'Ra 9 X.9 71L .9 x .B 1 11 ,9 x .1 'rtL .9 X.9 'fRi ,B X.9 313S:3m= 0 ..9 •.L .0•.9 .9-.L .0•.9 .O-. .O•.E .018 .O-.6 O•. .O -.B .9•.L .O•.B .9•.L .E -.II .O -.VI .E•.11 .6•.II .0•.EL .O-.YI .0 -.CZ n Al O 0 OL LL Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive BUTTE Oroville, CA 95965 C'oU1'm (530) 538-7541 Telephone AUG (530) 538-2140 Facsimile ZOO7 www.buttecountv:net/dds DEVEI.40iPiiiIT SERVICES PLAN CHANGE'E'] RECHECK 12/ Owner's Name: {Z•1 � ' ---�S AP#: b9w V3O L P 13 - BP#: Received By: Date: AA) L)n Time: Contact Person &Phone Number:ln— SS S PURPOSE OF PLAN CHANGE OR RECHECK ❑ Response to Inspector's Correction Notice — Inspector's Name: ❑ Response to Plan Check Letter — Plans Examiners Name: *Submit two (2) drawings reflecting the plan change or recheck for plan review. If engineering is involved, the engineer or architect must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. .WHEN APPROVED: ❑ Call and hold for pick-up. ❑ Deliver with Next Inspection ( for 8 V2 X 11 only) , Minimum plan change fee to be collected at time of submission, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $115.98 paid. ❑ Additional Fee Amount: Receipt #: Revised 6/07 NORTH VALLEY BUILDING SYSTEMS • R P • I North Valley Building Systems, Inc. COMPLETE CONCRETE & BUILDING SERVICE 30 Seville Court Chico, CA 95928 www.northvalleybuilding.com PHONE (530) 345-7296 • FAX (530) 345-2399 • CONT. LIC. #812173 BUTTE COUNTY August 16, 2007 AUG 1 , Z007 DEVELOPMENT Butte.Co. Development Services SM-WICES Building Division #7 County Center Drive Oroville, CA 95965 Attn: Jim Peterson Re- Little Dry Creek Farms Building Permit #1307-1345 Dear Jim, Please find attached two copies of the revised pages A 1 and A3 for the project listed above. these revised pages are in response to our earlier phone conversation. Please exchange these sheets with the sets- that you have in your possession. I have also included a reduced copy of page Al for your convenience. If you have any questions you can contact me at 345-7296. Respectfully, R. Scott Miller RSM: jh PHONE (530) 345-7296 • FAX (530) 345-2399 • CONT. LIC. #812173 ! AD JOMER APN 22-090-030 I I Com: Q{ ZONE: A-40 N II Q 1 J V ` N I I - rn II C,�, I I I; I 'n n � r m III Z - _= m m v II• �QQ ADJOINER D A S AFN 022-030-020 Gel OFC I I ZONE: A-40 I o \ \ II AGUA,S F R I AS RD- ll: ADJONER r — — GF- 022 -030 -OPS cIaICO� OFC ZONE: A-40 b I I a 3 = P m A W ... ... v y o 0 m °mH m°g? R Avn s mw $ JA1� i2 A Mpp -fi Rio AO. Vm �",O€ y %a Fi gp m gtfim Ail' ��mm a vii maA i HH, A J I'm � N Z 3s 7�p ^ gy �o� 56 yy $Aa Op Dr pc° -° mo, Ty A 9r qR ,s`o m 4 t� spy R ygrp ymp my°° fO W -ex >p 2Cm gPUP2 ZIA mom" °R A �I 0 n Qm m mr O =~ AD g Un p Z j Ornrnr-- ()rnOrn Z-•f� Q Q O r Z ZNZ �rn Z I>. r Z D m X E Z (P -0 r b z \'I m D F 1 1 I { { � I 1 { - I I•I I I I BOUNDARY OF WILDLIFE EAHEMENT HOO.31'2191 1 I II W • ml I 1 1 0 1 m gg$ 'I..• ASOO'f TO R l` : 1 I I C. \�kc 1 I I \ \\ N \ '1......./ \ ma ° NO2'29'00'E 2 ....�... ----------- 0 CONCRETE WALK a• x a• Ru r 0 I \p 3p ml @ cppl 2 v� 4� — Rm ai om O O w /\ O� 9 S/B• UI �s 0� CONCRETE WALK a• x a• Ru r 0 r______7 A ° (�m �E� p L Ii44ff1111 yp y�y^ m < A c^im X D p A mO� nmm$� B• x RJI. m W -C .i y t o M k --- O O r d I \p 3p ml @ cppl g� RaJ v� 4� — Rm ai om O O w /\ O� 9 S/B• UI �s 0� r______7 A ° (�m �E� p L Ii44ff1111 yp y�y^ m < A c^im X D p A mO� nmm$� B• x RJI. m W -C .i y t o M k --- O O r d 1 HR ocaPANcr REPARATION 1 r, \\if\ 7 L n g @ TITLE: PRIVATE LITTLEG O REEK FARMS, . BUTTE CO, CA FOR FLOOR FLAN euTtaw v_ v� QATE NAW NOTE — \ ai om O C NI • 0 C O. C A 8 . E Y I L L E CT. PHONE I5801345-7296 8 7 8 w /\ 9 S/B• UI �s 0� ------------I IIS IL 6030 6030 6030 0 CONCRETE OIALK n — — — — — — — — — — — — — — — — — — J 6 P p r w 3w' 1 D pw O �o DiC�€� 9i -fir ii4i�� ybm��nii ~ R 4R zs� X L oi¢g k °m� 1 p�� 4�� 00 �w�� $� mR�y=KZ[[[�° M A,D Fd 4 mg�y At -w � r€ �d� p� 'i iR �3 z�� 9� F�� w 4� Www �m m w 9A N X g�mngg 1195 iRAI�`��zpRw hn YR5' Wt ^ W� I w R� P6 iQg� n gig imil l � =� ��pI m pµ�p ppR y OZ O�� 71 D p m ,D, 111111 r X I § 8q § x m m All p!m mqC �O v g•- m 3 Qi£1 ID` pp 2 pp m m� a� 1� " �( m.7 = P L uA": m0 z m D pp gg�� 0 o X: s U t( v S �b w O P_ 6 pcc�� ,� � • ,a an•M�A� O Qo o O n g @ TITLE: PRIVATE LITTLEG O REEK FARMS, . BUTTE CO, CA FOR FLOOR FLAN euTtaw v_ REVISIONS: QATE NAW NOTE CRANDALl ENGINEERING LJ PX124 8A war PAX X0=6, CA 06346 ALONE 209-000-46" FAX 209-986-47" ORTN VALLEY BUILDING SYSTEMS C NI • 0 C O. C A 8 . E Y I L L E CT. PHONE I5801345-7296 8 7 8