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078-030-013
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name Dlutd( kkm Firv�r�n + ��CV� /� �� /-I Address 0 , A _ 6 D� /10(/ A City; J! ork 6gW State CA Zip 7,600 Phones .0- 3Yj-jj33 Fax��ti— E-mail d�LL/Its 1G84L,mer CONTRACTOR pp Name h AIUSOM Address 3195 56ins RAIU Aer. City F�f ski E-mail State License Number���D L State CA Zip 9?n5' Phone ,T6*g' 185 6f7l 1ax55 _qSy_ x'9 Map Book Page LiVjo Planner ARCHITECT/ENGINEER Name 61MEN EDWAU tokym "� Address '--/aiZkft60 tE City State Zip Phone Fax E-mail State License Number���D L APPLICANT INFORMATION Name VUAWAM, .5007T +M141ACL, Address �. ©, ©X / &(( City A# .0;6 lv State A^ FP76CD7 Phone Fax E-mail d i.LIwewms 1 r w— euomc.wr AP (CANTS NATURE X A� °G ilk For office use only: Zoning Property Address VA rL Rom A,/r f� Flood Zone Cross Street I SE L KOA 1) 1 SRA I Yes No Occ. Type Const. Subdivision'Name Map Book Page Lot# Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BI )Zp (I BIN # PROJECT LOCATION AP# a18-D3D-©t3 Property Address VA rL Rom A,/r f� Chip 011- ce r Cross Street I SE L KOA 1) 1 WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Uww, C-6*5 rAaC7_ Aju rot XOP -C, Sq FT- Living Gara jEP Open " Cov, ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. .• Filing fees, plan check fees for work plan checked and other department costs are not refundable. I I Received by: Amount: Bldg I I SRA Receipt \ Sheriff Date: SMIP Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a per INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. 1. Site plans, 3 c13ts, signed by the preparer of the plans. No graph paper! 2. Complete plans, 3 0 4ets, signed by the preparer of the plans (No graph paper.!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate 7. Metal bldgs: (A) Metal Bldg Plan (B nd plans and calcs in triplicate) levations in triplicate&loor tans in triplicate. All of these m s be stamped and wet-si ned by1"ie en ineer. p P pg y 9 ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if'required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-0617 Date: 03/27/2007 Location: RAILROAD AVENUE By: KEJ Parcel Number: 078-030-013 Sub Type: LPG Tank (AbvGrnd Owner Name: SCOTT & TINA DILLINGHAM ETAL Phone: (530) 347-1133 Description: INSTALL COMMERCIAL LPG STORAGE TANK 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 DRAINAGE DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 R 01 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: 03/27/2007 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 R 01 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: 03/27/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785,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: 0 Make sure your application is complete. 0 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 http://muniCipalcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-0617 Date: 03/27/2007 Location: RAILROAD AVENUE Parcel Number: 078-030-013 Owner Name: SCOTT & TINA DILLINGHAM ETAL Phone: (530) 347-1133 Description: INSTALL COMMERCIAL LPG STORAGE TANK Signature of Property Owner: Date: 03/27/2007 FILE RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: SCCTT DILLINGHAM Et al P.O. BOX .1611 ANDERSON, CA 96007 A.P.N.: 078-030-0/.3 GRANT DEED 2007-0013667 Recorded I REC FEE 10.00 Official Records 1 TAX 151.25 County of i Butte I Una J. suis I County Clerk-Recorderl I NZ 0919 AM 21-*V-aw I page 1 of 2 Above This Une ter Recorders Use only The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $151.25, CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE _ computed on the consideration or full value of property conveyed, OR File No.: 0403-2477711(AM) computed on the consideration or full value less value of Hem and/or encumbrances remaining at time of sate, x unincorporated area; [ ] City of, and FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, ORO -RAILROAD AVENUE- 25,LLC„ a California Limited Liability Company hereby GRANTS to SCOTT P. DILLINGHAM and TINA M. DILLINGHAM, husband and wife as joint tenants, as to an undivided 1/2 Interest and MICHAEL A. DILLINGHAM, an unmarried man, as to an undivided 1/2 Interest the following described property In the UNINCORPORATED AREA of , County of Butte, State of California: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE f RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 4,1981, IN BOOK 82 OF MAPS, AT PAGE(S) 68. Dated: 03/20/2007 ORO -RAILROAD AVENUE-25,LLC„ a Cadlfomle Limited Liability Company By: MICHAEL C. NDEZ, MANAGER' Mail Tax Statements To: SAME AS ABOVE TWO A.N.: 078-030-081-000 STATE OF )SS COUNTY OF ) Grant Deed - continued File No.:0403-2477711 (AM) Date: 03/20/2007 � \\\Q XXNC \ S. ' . \ N \ x(��,�� y Q o d , personal) known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Is/are subscribed to the within Instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(les) and that by his/her/their signature(s) on the Instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the Instrument. WITNESS my hand and official seal. ANGELA D. MA8TELOTTO CA H 601M atwee7oAMIDID Signature county MyOonm EqKOCT. 22.2010 %F My Commission Th/s area for o/lldal notarlal seal Notary Name: Notary Phone: Notary Registration Number: County of Principal Place of Business: Page 2 of 2 e Q a C rw 1116 cola. 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REVISION _ DATE DATE Z2 1,N0ME z BUTTE COUNTY, CA AN DRAWN: MICAH DAVIDIAN 3-20-07 v CHECKED: z ° TITLE: PIER CALCULATIONS FOR FM APPROVED: ,30 000 GAL STORAGE TANK If THE CONAFMS Of TN6 DPAWWO ME THE SDE PROPFRi1' OP IUNSOME RE -USE ALTEMTWN, OR RR RODUCIION W WNOIE OR PARE, MTMOVf WRIREN CONSEM IRON AAA'_ 0 EXPRESSLY 3495 SOUTH MAPLE AVENUE FRESNO, CALIFORNIA 93725 SCALE: 3/4' = 1 -0" 'i "lW 1,-0, 6• 2.-6. i MIN. FROM FINISHED GRADE z TO BOTTOM OF TANK E cryP•) N m m 2° MIN. ; m4. 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REVISION DATE Ln ',z BUTTE, COUNTY, CA 0101001f 40.0786"4w—ow I TITLE: CALCULATIONS FOR 30, 000 GAL STORAGE TANK CPR�OORUC� BR w X-„° R °^p �°MP�W.L M �eESs;,°R PROwBRED. 4=)uME FmN, 3495 SOUTH MAPLE AVENUE FRESNO, CALIFORNIA 53725 DATE DRAWN: MICAH DAVIDIAN 3-20-07 CHECKED: APPROVED: SCALE: 3/4" - 1'-0" F== r--1---7---T---rI�---T---7---- I I I I I I I I I I I I I I 9'-0° z m I I I I I I I I I I I I I I I Ti I I I I I I I I I I I I I I I I I I A I I I I I I I I I I I L---1---I---1---L---1----1---1---L---I---J I I I I 1 I I r I I I I I I I 1 I I I I I I I ___ L ___1 1— I I I I I I I I I I i I I I I 1 I \ I I moi' I I I I I I I ----I --- 4---+---H---1----I---+---1----F---� I I I I I I I I I I I c !j ---TI :--r---r---1� ---1j---r---r---I� ---1j --TI I-=---11--- �1---�---1---11--- J1----J---1---IL__ J1 L --L\ --L - I I I I I I I I I I I I I I i I I I I I I I r---rr= I I I I I I 1 I I I 1 I I I I I i I I I I I A I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I __1___1___L_—_I___J___1___L___L__J I I I I I I I I I I I I I I I I I I I I I I 1___ 1___ L___I___J___1___L___L__J 3'-0' 2'-0 1/2- 6'-0 1/2- F - - - I - - - 7---T - - - - - - T ---r- - - /2- 678 829 1508 1658 i cl Om J O1 NA W N�f) C ,N iO NmCfN> ONI rrOmf WXJJN� \"m�y+ ^NO<JII D 10g:y0 NU�iZ-o �0Ly• o0�.r WurII rnrf O o-0 rrOnr 0IIII D 0mc�fyzDo UAn OII aA pvp \ROn01I Omx��rrA7.p0-xxImOmf9A DyJN0y f0DF�y0l aOooZ ZA pOx Zxm m�O K ZII n 'Zm Z -ZZ ono'0 on mn m > F,-00 III- K n x II z - SII II II >o o .3oow �"+Z �3�„'&0. 0,o �Oc O On 2(A o,wVN x ZO z0 'x mm w EDA mno O II L DZ p 2� Aoi3.+a 0 0 OOf Dm�D"0 nInVZ o ,OO �Co ff�p000n �OO Om>>c0 O m <�1II1-f00m;ym(-�y��1p1 ��OO�I1I1•^tONmVnmnI1oI1 , N0yA�0�1I1I NN0 mOAm N x XZS nO OopD Z \ p G Ampm y0 O p pZ + O OD N0 CO., A II W O O O 3 N l7 1 0 m CN OOO C N po0O> 00 T. 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REVISION DATE Ln ',z BUTTE, COUNTY, CA 0101001f 40.0786"4w—ow I TITLE: CALCULATIONS FOR 30, 000 GAL STORAGE TANK CPR�OORUC� BR w X-„° R °^p �°MP�W.L M �eESs;,°R PROwBRED. 4=)uME FmN, 3495 SOUTH MAPLE AVENUE FRESNO, CALIFORNIA 53725 DATE DRAWN: MICAH DAVIDIAN 3-20-07 CHECKED: APPROVED: SCALE: 3/4" - 1'-0" F== 9'-0° z m I I I I I u • F== r I I \ I I moi' c� _o L --L\ --L - r---rr= o0 Z O 'l/' I O m F== < y i g� I I I \ Z. 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REVISION DATE Ln ',z BUTTE, COUNTY, CA 0101001f 40.0786"4w—ow I TITLE: CALCULATIONS FOR 30, 000 GAL STORAGE TANK CPR�OORUC� BR w X-„° R °^p �°MP�W.L M �eESs;,°R PROwBRED. 4=)uME FmN, 3495 SOUTH MAPLE AVENUE FRESNO, CALIFORNIA 53725 DATE DRAWN: MICAH DAVIDIAN 3-20-07 CHECKED: APPROVED: SCALE: 3/4" - 1'-0" F== I I I I I u • F== \ 1-I F= f= F=== F=== - =47 I I \ I I moi' �_- - L --L\ --L - r---rr= 'l/' I F== =F===F=f=F=\-- \ Z\� \\ I I I I \ Z. 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REVISION DATE Ln ',z BUTTE, COUNTY, CA 0101001f 40.0786"4w—ow I TITLE: CALCULATIONS FOR 30, 000 GAL STORAGE TANK CPR�OORUC� BR w X-„° R °^p �°MP�W.L M �eESs;,°R PROwBRED. 4=)uME FmN, 3495 SOUTH MAPLE AVENUE FRESNO, CALIFORNIA 53725 DATE DRAWN: MICAH DAVIDIAN 3-20-07 CHECKED: APPROVED: SCALE: 3/4" - 1'-0" F I O 66'-0' 30,000 GAL W.C. 1\ G LPG STORAGE TANK D 46'-0 I r I ELEVATION VIEW N.T.S. 0 r PIER TO PIER DISTANCE = 46'-0' O.C. W F---r--7----j---T- I I I I I Fz=1 I I I --T--- r---r--�---, I I yo I I I I I I I I I I I I I I I I I p ---L---I--- ---1- 13'-6' LENGTH om �� I I I I I I I -1---L---L--J---J 0 I I I I I I I I I I I I I 11 3/8' ( )) I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r---r---1---7---T- J I I I I I I -T---T---r--,---1 I I I I I ---�---I--- --- T - I I I I T- I I I I I I I I I-� ; r7 -I I I I I I I I I - ---L---I----I--- I I I I I I I I I I I I I I I L ---�-------- - I I 1---1----I----I--- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L---L--J-------�- I--� -1---L---L--J---� 4'-6- 1' 4'-6' 10'-0' PIER TO PIER DISTANCE = 46'-0' O.C. W O O WO io I yo Nz p 11-14 BARS A T 13'-6' LENGTH om �� F.G. �o =011111 0 3- MIN. 11 3/8' ( )) 2' MIN. I I I I I I r N I I 8-#4 BARS AT I. 8'-6' LENGTH I I I I I. I /---V-0 1j2'X 1' EACH WAY 1300 I I (22 BARS PER PIER) I 1 . I I I I I I I I I. J I I I I W -0 - Ix 5'-6' 4'-6' i / / 1 I 1 1 1 I 1 1 f I 1 I I I I 1' ALLOWANCE FOR CORROSION \ • `c' I 55' / PAD, BLOCKING & GROUTING w II \ a 4-#4 BARS EACH I II PIER W/STD. HOOK LL ---1} ON ONE END. II II II II ���II ,1 J'' II II II II II II II II R�� I11�/'ll II II II II II II II II IL�''11���11 II II II II II II II II A I I 14 II II II II ---IL iL- -J------IL-- IFS lJ--- �L-- U II II ��� II II 11 II II ��\ II II II �{-' II II II 11 II II II �� II II II �� II II II II III II II II �I�� II u---4---IL--JL-- ---% ---IL -IJ--- ---U u II II II II 1� II II II 11 II LI I I II Ij II II II ij II Ij jlII II L--- ---Ill----LL JL---- -LJ ___ It -U MIN. 3' 11 3/8- (TYP.) m N I O o I I m i7 TANK PIER CALCULATIONS DESIGN OF FREE STANDING PIER WITH NO LATERAL SUPPORT LRIItRIA: U.B.L. 199/ tUIIIUN ANU LALIFUHNIA FiU1LUINU LULL ILBLJ LUUI LUIIIUN ALLOWABLE SOIL PRESSURE: 1500 PSF OL & LL 1995 PSF DL, LL & SL f'c = 25UU d = 9 fs = 24000 n = 10 fc = 900 Z = .4 (SEISMIC ZONE 4) Tab 16-1 a = 1.76 j =' 1 = 1.25 Tab 16-N PIER TO PIER DISTANCE - 46' NY = 1.2 Tab 16-T R = 2.2 Tab 16-P TANK WEIGHT = 58000# CONTENTS WEIGHT = 109768 TANK + CONTENTS = 167768 WEIGHT PER PIER = 83884 WEIGHT OF PIER = 20887 CONCRETE SURCHARGE = 10000 (WEIGHT OF EARTH BEING REPLACED) DL & LL PER PIER = 94771 <Ma = 6763 TOTAL WEIGHT PER PIER = 101534# SEISMIC FORCE V = 0.8ZNvIW/R Sec. 1630.2.1(30-7) = 0.8(.4)(1.25)(1.2)(167768)/(2.2) = 36603# <Mo = RB = 36603 x 8.5 / 46 = 6763# FIND E: x = Rsin a / a = 4.5 (.82)/.96 = 3.84' E = B - 3.84 = 4.66' BASE SIZE: TRY 10' x 10' x 1' THICK STEM SIZE: = 10' WIDE x 1' THICK A = 10' x 10' = 100 ft' Sx-x = 10 (10)' / 6 = 166.67 ft.' CHECK SOIL PRESSURE WHEN SEISMIC FORCE ACTS PARALLEL TO LONGITUDINAL AXIS Ps = 101534 / 100 + or - ((18302 x 4.66) + (5887 x 3.75)) / 166.67 1015 + or - 643 = 1658 PSF MAX; 372 PSF MIN CHECK SOIL PRESSURE WHEN SEISMIC FORCE ACTS TRANSVERSE TO LONGITUDINAL AXIS MOT = 36603 (8.5) = 311.126'K MR = (167768 x 5) + (10 x 10 x 1 x 150 x 5 x 2) + (10 x 3.75 x I x 150 x 5 x 2) = 1045.09 'K FOT = 1045.09 / 311.126 = 3.359 R = (1045.09 - 311.126 / 209.542 = 3.503 ECCENTRICITY OF RESULTANT ON BASE: 10 / 2 - 3.503 = 1.497 < 9 /6 RESULTANT ACTS WITHIN MIDDLE THIRD A = 10' x 10' = 100 ft.' SY-Y= 10 (10)' / 6 = 166.67 ft' Ps = Wt/A + or - M/Sy-y 94771 / 100 + or - 155562 / 166.67 947 + or - 933 = 1880 PSF MAX; 14 PSF MIN WORSE CONDITION EXISTS WHEN SEISMIC FORCE ACTS PARALLEL TO LONGITUDINAL AXIS , MOMENT IN SLAB: Mslob= 829 (4.5)' / 2 + 678 (4.5) / 3 = 8393 + 4576 = 12969 ft.# / ft. As = 12.969 / ad(1.33) = 6.156 sq. in. TOTAL USE 11 - #7 BARS ® 11.4 in. O.C. = 6.6 sq. in. > 6.156 sq. in. MOMENT IN STEM: Mstem = 18302 (4.66 - 1) = 66914 ft.# As = 12000M / 1.33jdfs = 12000(66.914) / 1.33(.889) 9 (24000) 3.144 sq. in. USE 11 - #7 BARS ® 11.4 in. O.C. = 6.6 sq. in. > 3.144 sq. in. CONCRETE FOOTING SPECIFICATIONS 1. Concrete to be Class A, TYPE 11, 6 sack mix. 2. Ultimate compressive strength to be 2500 PSI after 28 curing time. 3. Water shall be clean and free from injurious a s �a acid, alkali, organic matter or other harmfgep 1�4 s T {1a 4. Reinforcing bar to be grade 60 ASTM or 5. Reinforcing bar to be tied to all interse with U.B.L. � 6. Footing to rest on firm undisturbed n ei cJc�+ a fi compacted to 90% relative compactiearin ad of 1500 PSF. CIO.I 7. Pier stem to be formed on oil side I�b� on IS, nly. �1 B. Chamfer all stem edges 3/4 in. x r so HT1 9. All exposed (unformed) surfaces to e d and ,137402 trowel finished with no aggregate 10. Concrete to be vibrated into place. XP 6-30,Ob n o OI WN < I 0 I o 0 0 < e U � 3 v Cr -I LJ T a O U Q w N r n m a 2 0 UU 0 N zz a a x D O N a n 11. Minimum reinforcing bar cover dim o draw, g. 12. After concreting is started, piers ar red contig as practicable to prevent the format, of 'oints. ,L W �1 13. For precast piers, they shall be in co i 1 \�. :z During curing, form removal, storoge, t o r O they shall not be overstressed, warped o D OF CAL\Fo - Y Z Of O 1 -- LL LLJ (n 0 Z � OU nu) ::)-j :) -'nj Q V U O O �O w Q DRAWING NO. F3527-00 °o N N T Cm �N h W 2 H Cv QY, C V3 IH` N m W r��o2 QW l o � I lam_-, _\ W��pVW V W� tr � ® C °o N N T Woo � \,b H V N G ♦brig Q a a0A tee° �NZ . W vti lt� J ova O� ti O VW 54I Ira u 1� 214 At Ilk `b • •� h n' kz��� 4 �N h W 2 H v:h QY, C V3 IH` N m W r��o2 QW l o � I lam_-, _\ W��pVW OG ,Z h tr � Woo � \,b H V N G ♦brig Q a a0A tee° �NZ . 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REVISION DATE N z BUTTE COUNTY, CA "TLE: PIER CALCULATIONS FOR 0 �l(I�y 30,000 GAL STORAGE TANK �NOOUCI ON W MO E C �. MOUT WRRM W COONNSO�f 1A0Y�N�AVpE p si PNOMWED. I A N Z £ �0x m pZ� Om , C � A Om r ^m� .. C p Z N m 30 0 c Zm N N -1 TL �2 LA rz r� 00 O A r r z Ib n n m� m� r SN C.) u O O O m n CD o 0 0 C Z DATE DRAWN: MICAH DAVIDIAN 3-20-07 R_ mE LAN CHECKED: APPROVED: 3495 .SOUTH MAPLE AVENUE FRESNO, CALIFORNIA 93725 SCALE: 3/4' 1'-0"