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HomeMy WebLinkAbout016-220-044: : a r Y u� ., POOL GENERAL SPECIFICATIONS SIZE 2O G X 0 DEPTH I TOR' SHAPE Cqq4 P LINER POOL CAPACITY GALS. PUMP t MOTOR H.P. 1 H.P. FILTER NQ -SO. FT. VACUUM LINE &.SKIMMER tt " RETURN LINE_.. 1 3 1 " MAIN DRAIN � lylv" SKIMMER MODEL V-3. 2 BACKWASH LINE '�10 ' OF YV' FILL LINE V1 ANTI SIPHON VALVE HEATER ja SIZE BTU GASLINEBY: NIA VENTEDQY: L1GHT CLOCK E ELECTRIC SYi� ELECTRICAL 5ONDING BY: p vll.S. POOL CLEANER VoLmus D CHLORINATOR iJBO(� BOARD = SIZE BOARD SUPPORTS Wpi LADDER —'MODEL SLIDE N awnee lrtwa.r . C GRADING - :e r r STUB OLUMd' AYES; b. NO DECK SY: u G )< bee NOTES., SCALE 1h" = 1'0" �IIkLL 9D" G ff a 601 -s f "m my. Rlew at JDATEE cro gY. NOT TO 'SCALE DEEP -- END SHALLOW ENDS UN OTHERWISE SPECIFIED: L IS 3 SHALLOW TOR DEEP I HAVE RECEIVED A COPY OF THIS PLAN AND HEREBY APPROVE POOL AND EQUIPMENT LOCATION . _ f% -"-QT upR'S SIGNATURE DATE _RAL j POOL GENERAL SPECIFICATIONS SIZ06 G X s4;RE 76 0 DEPTH I TO R SHARE 04 P LINER LIQf7r. GW POOL CAPACITY GALS. PUMP MOTOR H.P. H.P. FILTER JAQ03 3 p -SO. FT. VACUUM LINE i SKIMMER - " RETURN LINE 3 W2" MAIN DRAIN a, W , v 9KIMMER MODEL Z BACKWASH LINE 'NO ' OF W- FILL UNE ur ANTI SIPHON VALVE WES HEATER ' 14 SIZE' GASLINE BY: WI ' VENTED BY: L1GHT �Q CLOCK ELECTRIC BY:� . ELECTRICAL BONDING BY; KAI, ' GLS• POOL CLEANER ntitiUs p CHLORINATOR' ` Ltd} lisoct) BOARD - SIZE NAC BOARD SUPPORTS WA - LADDER - MODEL SLIDE #: rEQ : i r cJ, c Mau lc GRADING .- Itr T, STUB PLUMS' 'YES' Q NO =DECk: 0•6 )<4 A5 Ij SPA GENERAL SPECIFICATIONS SPA TYRE: MDL # DIMENSION: DEPTH: COLOR TOTAL GALLONS SPA JETS . TILE HEATER: PUMP S MOTOR: AIR BLOWER: GAS LINE: PLUMBING FOR SPA:' ELECTRICAL: CLOCK: EXCAVATION: DECKING MISCELLANEOUS:' SOLAR GENERAL SPECIFICATIONS SO.' FT. POOL SO. FT. PANEL PANEL TYPE PANEL SIZE NUMBER PANELS PLUMS RUN AUTOMATIC MANUAL THERMOMETERS BOOSTER PUMP SINGLE ❑ . DOUBLE d ELECTRIC BY: r JOB NO. MAP BOOK NO. LEGAL DESCRIPTION �Al�lID LOT NO. TRACT NO. BOOK PAGE BLOCK ESCROW CLOSE' TENTATIVE_ DIG DATE PERMIT OFFICE i K MGR. r �PERMI U# 96-0548 ich•3MARTIN:; Rich- 33( 3 Sheephollow Creek Rd.., *Chico New Single Family.: /�� �,� 1�, d!(o ©-off 016-220-044 05-3200 WILLS, JIM ..� 13366 SHEEP HALLOW, CHICO Cont: POOL BUILDERS \ �v POOL(MSTR 01-516) B07-1850 016-220-044 MISCELLANEOUS HVAC Change Out - REPLACE A/C CONDENSER 13366 Sl-IF-A."T HALLOW -CREEK RD ? WILLS, JA\�ES & ELIZABETH. 1307=2369 i , - 916-220-044 MISCELLANEOUS.. Phtov-taic Sys Grnd WIND TURBINE= UTILITY TIED(10K\ 13366 SHEEP HALLOW CREEK RD ` WILLS; JAMES & ELIZABETH B08-2082 016=220-044 MISCELLANEOUS HVAC Change Out HVAC -REPLACEMENT 13366 SHEEP HALLOW CREEK RD WILLS, JAMES & ELIZABETH RE ��I , ��� I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 13366 SHEEP HALLOW CREEK RD Owner: Permit No: B07-1850 APN: 016-220-044 WILLS, JAMES & ELIZABETH Issued Date: 08/29/2007 By KCG Permit type: MISCELLANEOUS 13366 SHEEP HALLOW CREEK Subtype: HVAC Change Out CHICO, CA 95973 Expiration Date: 08/28/2008 Description: REPLACE A/C CONDESER (530) 891-5705 Occupancy: Zoning: SR3 0 Contractor Applicant: Square Footage: DEER CREEK HEATING & AIR DEER CREEK HEATING & A) Building Garage RemdUAddn PO BOX 171 PO BOX 171 VINA, CA 96092 VINA, CA 96092 (530)839-2545 (530)839-2545 Other Porch/Patio Total FEE INFORMATION DBM Heat Pump (Package Unit) $58.00 Total Charged: $58.00 Fees Paid: $58.00 Balance Due: $0.00 Receipt No: B4435 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License DEER CREEK HEATING & AIR 865703 / C10 / 10/31/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 70 0) of j�(yision 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in f nq effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the U X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 08/29/2007 penalty [$500]; Please check one of the following: C traS Signat a Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND the work himself or herself or through his or her own employees, provided that such improvements ❑I WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). AVE ANDWILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: F6ction3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves Workers' Compansation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number: 1838947 Exp. Date:10/01/2007 Contractor's License Law.). ple (This section need not be comted if the permit is or one hundred dollars ($100) or less.) IAM EXEMPT under Section B. 8 P.C. for this reason: ❑ ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 08/29/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date Prov X 08/29/2007 1 hereby certify that I have read this application and slate that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building Signa ure Datep , WARNING: FAILURE TO SECURE WO RS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, in any way connected with the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the Pro erty�amd to acton the property owners behalf. CONSTRUCTION LENDING AGENCY ' o /� /29/2007 IHEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency f e ttte ] -print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner rU Contractor OR. DAgent for Owner ❑Agent for Contractor FILE COPY Lender's Address City State Zip I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT INFORM ION OWNER INFORMATION Name Last Name y ,' /1—L First Nam Address Mailing Address 33 � J � /1 L City � � State State /) l% Zip ()�V� Phone ffZLL J f/�J 705 Fax a `7"�� Tv E-mail APPLICANT INFORM ION CONTRACTO Name Name Address Zip Address State Zip City fax State 04 1Zi Phone Fax a `7"�� Tv E-mail Lic. # LsL$ lass APPLICANT INFORM ION ARCHITECT/ENG/NEER Name City Address Zip City State Zip Phone fax E-mail State License Number APPLICANT INFORM ION Name Address City State Zip Phone Fax E-mail PERMIT NO. BIN # PROJECT LOCATION AN O — _Oqy Property Address City WORKER'S COMPENSATION Policy Number L9,3 2 8 / 7q r:J J Carrier y-- f '_ r Type Const. 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 O WORK. .0 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT_ INFORMATION _ Site Address: 13366 SHEEP HALLOW CREEK RE Owner: Permit NO: B08-2082 APN: 016-220-044 WILLS, JAMES & ELIZABETH Issued Date: 10/13/2008 By TMP Permit type: MISCELLANEOUS 13366 SHEEP HALLOW CREEK Subtype: HVAC Change Out CHICO, CA 95973 Expiration Date: 10/13/2009 Description: HVAC REPLACEMENT (530) 891-5705 Occupancy: Zoning: SR3 0 Contractor Applicant: Square Footage: DEER CREEK HEATING & AIR DEER CREEK HEATING & A] Building Garage RemdUAddn PO BOX 171 PO BOX 171 VINA, CA 96092 VINA, CA 96092 (530)839-2545 (530)839-2545 Other Porch/Patio Total FEE INFORMATION DBM Heat Pump (Package Unit) $118.00 Total Charged: $118.00 Fees Paid: $118.00 Balance Due: $0.00 Receipt No: B8822 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License DEER CREEK HEATING 8r AIR 865703 / C20 / 10/31/2009 Law for the following reason (Sec. 7031.5), Business and Professions Cade: Any city or county that requires a peril to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such peril to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) 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 ginffect. 10/13/2008 the applicant to a civil penalty of not more than five hundred dollars ($500); Please check one of the following: Uf Date ❑ 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 WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND WILL the work himself or herself or through his or her own employees, provided that such improvements ❑I MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). AVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Pamy I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: ction 3700 of the Labor Code, for the performance of the work for which this permit is issued. Workers' Compansation insurance carrier and number are; The Contractors License Law dows not apply to an owner of the property who builds or improves policy thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number: 1838947 Exp. Date:10/01/2009 Contractors License Law.). (This section need not be completed if the permit is or once hundred dollars (3100) es—or s ) ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑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 1 should become subject to the workers'X 10/13/2008 compensation provisio of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date pro 10/13/2008 I hereby certify that I have read this application and state that the above information is correct. I agree Signa re Date to comply with all City and County ordinances, rules, regulations, and State laws relating to building RNING: FAILURE TO RE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN PLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused 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 DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above dntion roperty for inspection purposes. I hereby certify that I am the prope ner m au �i �a t on the roperty owners behalf. CONSTRUCTION LENDING AGENCY 10/13/2008 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name Of VWmittee SDate 17 the performance of the work for which this permit is issued. (3097 civ. code) r Owner • (&ontractor OR; E]Agent for Owner ❑Agent for Contractor `t� FILE COPY Lenders Address City State Zip BUTTE COUNTY o DEPARTMENT OF DEVELOPMENT SERVICES o BUILDING PERMIT APPLICATION" o _ o OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 c ._ff 1._� c A FEE WILL BE REQUIRED AT TIME OFAPPLICATION C y Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. APPLICANT INFORMATION OWNER INFORMATION Last Name j ,) LL S First Name j Mailing Address / 33�! Pect City / / State Zip Phone E-mail Fax E-mail Phone APPLICANT INFORMATION ARCHITECT/ENGINEER CON-TRACTPR Name fi 7r I?P— �91r2l Address t / City Alk E-mail State Zip �. Phone Fax Z s(1L E-mail ak c-.� a . CV &u t Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City St Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail WA�90/%rl_•4:�i�M F -owlM-011110-M - - PROJECT LOCATION API 0 I (D - 2Q Property Address r 33 G Shee City C WORKER'S COMPENSATION Policy Number 9,39 Z N 7 Carrier S7_ 7 FW If hiring anyone other than licensed 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. IZ- 1 % 3 ., o Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 13366 SHEEP HALLOW CREEK RD Owner: Permit No: B07-2369 APN: 016-220-044 WILLS, JAMES & ELIZABETH Issued Date: 03/03/2008 By KCG Permit type: MISCELLANEOUS 13366 SHEEP HALLOW CREEK Subtype: Phtovtaic Sys Grnd CHICO, CA 95973 Expiration Date: 03/03/2009 Description: WIND TURBINE- UTILITY TIED(1( (530) 891-5705 Occupancy: Zoning: SR3 0 Contractor Applicant: Square Footage: ST CLAIR CONST CO ST CLAIR CONST CO Building Garage Remdl/Addn 2560 PARK AVE 2560 PARK AVE CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530) 894-5590 (530) 894-5590 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Photovoltaic System $408.93 Total Charged: $484.63 Fees Paid: $484.63 Balance Due: $0.00 Receipt No: B5370 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License ST CLAIR CONST CO 181845 / A B / 08/31/2009 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a peril to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commenc' g with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full f ce and effect of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 03/03/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND WILL the work himself or herself or through his or her own employees, provided that such improvements ❑I MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the 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 performance of the work for which this permit is issued. improve for the purpose of sale.). �p /I I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 Labor ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: of the Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: STATE FUND policy Number: 713,16045-05 Exp. Date:05/0112008 Contractor's License Law.). s (This section need not be competed if the permit is or one hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 03/03/2008 compens tion provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisio X 03/03/2008 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 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, in any way connected with the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subside Ik. I hereby authorize representatives of Butte County to enter the above mentioned property for i e w1 n purposes. I hereby certify that I am the property owner or am authorized to act on the pro• rty owners behalf. SCO -IT SR{-KSO r\ 03/03/2008 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner ❑ Contractor OR; DAgent for Owner RIAgent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name *W l t l � wss First Name Tt Yti'1 Mailing Address City L kIco State Zip C7SQ 73 Phone gQ I , Fax E-mail L CONTRACTOR Name Address 360 feL ek- V City State Zip Phone lip,t _ S9d b Fax g9 y_ E-mail ';C4, ITJ U GfF 1160 Lic. # 1 J� Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address D Address City�r t Qj City s State Zip Phone Fax goy 7� Fax E mail State License Number APPLICANT INFORMATION Name SRA Yes No Address D -A "(X v City�r t Qj State �� Zipl���� g Phone Q�c� �SC3 U C7 7 Fax goy 7� E-mail APPLICANT SIGNATURE X 4t4le- a!!�� PERMIT NO. (f BIN # �J- L PROJECT LOCATION AP# O _ SRA Yes No Pro a ss-- f S p I 1 City WORKER'S COMPENSATION Policy Number pl�6vS- 0.S Carrier 5'/_,W_/4S_ '/_,W/4 �� »W 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: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning _ Flood Zone SRA Yes No Occ. Type Const. 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: B07-2369 Date: 11/20/2007 Location: 13366 SHEEP HALLOW CREEK RD By: KCG Parcel Number: 016-220-044 Sub Type: Phtovtaic Svs Grnd Owner Name: WILLS, JAMES & ELIZABETH Phone: (530) 891-5705 Description: WIND TURBINE- UTILITY TIED(10KW) ❑ ❑ 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 ❑ ❑ Th rmalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOA , 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chi 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS ❑ ❑ Chico Area Recreatio District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreati District, 9447 Midway, Durham CA 95938 - (530) 345-1921 ❑ ❑ istrict, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Feather River Recreaction &%662 ❑ ❑ Paradise Parks & Recreation,Skyway, Paradise CA 95969 - (530) 872-6393 Biggs Unified School District, 300 B Stree Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th ' eet, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney %'ve, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville C 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Or ville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 959 6 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 5969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See A ached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 9591 - (530) 868-5447 Other: Other: ❑ Other: Signature of Property Owner: FILE Date: 11/20/2007 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: B07-2369 Job Address: 13366 SHEEP HALLOW CREEK RD Contractor: ST CLAIR CONST CO Fee Description 2560 PARK AVE CHICO, CA 95973 Printed: 11/20/2007 1:53 pm Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 11/20/2007 $75.70 DBMSC Photovoltaic Printed By: Kourtni Graham 0010-440001-4210500-1010 $408.93 11/20/2007 $408.93 484.63 $484.63 Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These es may change during the plan checking process. Signature: Date: 11/20/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the 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). EVERGREEN DEVELOPMENT 2360 Park Av CHICO, CA 95928 530-894-5590 Fax: 894-5051 ATTN: Philo Plan Review Response Form Job: Wills ID # 07-2369 Apn # 16-220-044 Response letter for plan check comments dated Dec. 26, 2007 1) See attached S-1 sheet for size, type, and attachment locations 2) See attached S-1 sheet for detail, and box in lower right corner. 3) See sheet S-2 4) Special inspector will be Robert McGhie, Structural Lic #2320 5) done Best Re ards Scott Jackson 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 www.buttecounty.netidds www.buteaeneralalan.net ADMINISTRATION " BUILDING " PLANNING December 26, 2007 Wills, James and Elizabeth 13366 Sheep Hallow Creek Chico, CA 95973 Assessor Parcel Number: 016-220-044 Building Permit Number: 07-2369 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. Plan Review comments: 1. Specify size, type and attachment of guy wires. 2. Please detail attachments of the anchor plates to the footings. Specify anchor bolt size, type and embedment depth and required concrete compressive strength. 3. Please key details (i.e. plates, flanges, brackets, gussets, tabs, bracing, etc.) to the plans indicating where they occur and how they are attached. 4. The plans require a torque inspection for the high strength bolts in accordance with CBC 1701.6. The special inspector must be employed by the owner and approved by Butte County. Please provide the name of the special inspector that you will employ. Field welds also require special inspection. Will any of the welds shown on the plans be performed in the field? 5. Please submit two revised sets of plans and calculations. The engineering calculations should be numbered consecutively and must reference the specific site where the wind turbine will be installed. The plans and calculations must contain the engineer's seal, signature, date sealed and license expiration date. If you wish to discuss these requirements, please call (530) 538-7541 between the hours of 8:00 p.m. and 5:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Philo Hunt, P.E. Plan Check Engineer cc: Kenneth Craig, M.E. C(t(c,o q5�28 M66 5LCEP HOLLOW GlgMK RP P,L M&A n JIM AND LEAN W416 P1,0� PLAN EVERGREEN DEVELOPI'1ENT o 113" S+IEEP NOHWR OGK RD 1360 PARK AY �- GMGO, GA 95919 GNiQO• GA 95M8 g 6 APw 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: 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://municit)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-2369 Date: 11/20/2007 Location: 13366 SHEEP HALLOW CREEK RD Parcel Number: 016-220-044 Owner Name: WILLS, JAMES & ELIZABETH Phone: (530) 891-5705 Description: WIND TURBINE- UTILITY TIED(10KW) Signature of Applicant: Date: 11/20/2007 FILE 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 0 0 0 0 0 + ti - $ 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: B07-2369 Date: 11/20/2007 Location: 13366 SHEEP HALLOW CREEK RD By: KCG Parcel Number: 016-220-044 Sub Type: Phtovtaic Sys Grnd Owner Name: WILLS, JAMES & ELIZABETH Phone: (530) 891-5705 Description: WIND TURBINE- UTILITY TIED(10KW) 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: 6;L FILE Date: 11/20/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR - 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile www.buttecounty.net/dds PLAN CHANGE ❑ RECHECK Owner's Name:'— ,)Mti __Y4 I `� AP#: O) LP BP#: -,-j cp o'� Received By: Date: Ti e: <z�/- U,—J Contact Person & Phone Number: �7 _C( +. -Y�- E) PURPOSE OF PLAN CHANGE OR RECHECK ❑ Response to Inspector's Correction Notice — Inspector's Name: Response to Plan Check Letter — Plans Examiner's Name: l p *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: 41 Callaand 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 checking fees are needed: 115.98 paid. ee Amount: Receipt #: Revised 6/07 r_ I ' i 2200 INDUSTRIAL BOULEVARD NORMAN, OK 73069 USA T: 405-364-4212 _ F:. 405-364-2078 E-MAIL: kencraip,(@berpey.com WGIMIMM wEB: www.berpey.com Twa Wind Tu bine Tower Structural Analysis Date: 11-13-2007 Tower Owner: Evergreen Development' Tower Location: Analysis Master Tower Type: EXCii. Turbine on BWC Tilt-80Tower G. E jo Design Code: CABC/2001 —Cha ter 16 r c F2 Design Basic Wind Speed: 8 m h m LU M31794 X Design Wind Exposure Class: " D" �FCHAN\C' ' b Design Checked : 1of y Engineer: Kenneth G. Craig, M.E. Signature California P.E. Number: M31794 � L3 )ov 2007 License Expiration Date: 9/30/2009 Date Wind Turbine Tower Structural Analysis Tower Owner: Evergreen Development Tower Location: Analysis Master Tower Type: EXCEL Turbine on BWC Tilt-80Tower Design Code: CABC/2001 — Chapter 16 Design Basic Wind Speed: 80 mph Design Wind Exposure Class: "D" Design Checked by: Engineer: Kenneth G. Craig, M.E. California P.E. Number: M31794 License Expiration Date: 9/30/2009 2200 INDUSTRIAL BOULEVARD NORMAN, OK 73069 USA T: 405-364-4212 F: 405-364-2078 E-MAIL: kencraig(@bereeycom WEB: www.ber.gey.com Date: 11-13-2007 QyLpF ESS/O� �1VA G. c l� �9� ZC W cr M31794 X �>' �FOHAN�GP� ��Q � t OF1CA�-���� Signature Z 3 A) o v 200 7 Date Tilt -up Tower in the N( Operating Position Tilt -up Tower in the Lowered Position for Erection and M BWC Tower Raising IQ . . . . . . . . . . .. . . . . . . . . . . . . . . . . \-\-♦ ♦ % \ % \-% % %,%-.-: : % : : ♦ % : % .- BWC Tilt -up Tower ANALYSIS of TOWER STRUCTURE Structural Analysis of SWC GL18 80 -ft Tilt Tower Design Parameters 1. Conforms to CBC -2001 and UBC -1997, Chapter 16, Division III 2. Design basic wind speed 80 mph, no ice accumulation 3. UBC wind exposure "D" 13 -Nov -2007 q?, OF ESS/01 yI c� UJ M31794 � W 4. Turbine data: A. Maximum rotor thrust = 2200 Ib B. Turbine weight = 1050 Ib �, �Q ft � �FCHAN�CP C. Furled moment of turbine = 875 -Ib �� - D. Hub height above tower = E. Hub height above ground = 2 ft 0 CP��FG 83 ft s ✓fL� 5. Tower data: For tower drawings see BWC Drawing 11500 -Rev E Arod = Pi x Dia ^2/4 ft //- 13 -a007 A. Tower height = 81 B. Tower guy radius = 28 ft Arod = 1.23 sq. In. per leg C. Radial ice build-up = 0 in DeltaDiam 0 in. D. Vertical (leg) diameter = 1.25 in dia. (solid rod, ASTM A529 Grade 50 steel) E. Lattice (horiz & diagonal) 0.625 in dia. (solid rod, ASTM A529 Grade 50 steel) F. End girls I 0.75 in dia (solid rod, ASTM A529 Grade 50 steel) G. Number of 10 ft sections 8 H. Height of upper guy level 72 ft Ixx = In = Moment of Inertia = Ix + Ad"2 = 0 + 2 x Arod x I face /2 1112 I. Height of second guy level 39 ft J. Face Width (c -c) 18 in Ixx = 198.80 in A4 K. Bay height (c -c) 19.4 in L. Yield strength of steel 50,000 psi Tower steel is ASTM A-529 Grade 50 M. Radius of gyration = Rho 7.35 in Rho = sgrt (Ixx / A) Wind Pressure P=Cecgoslw (per UBC 1620, 80 mph, exposure "D", 80 ft tower) Ce = 1.81 Table 16-G Combined height, exposure and gust factor coefficient Cq = 2.13 Table 16-H Pressure coefficient, open frame triangular tower, cylindrical members (3.2 X 0.67) Qs = 16.4 psf Table 16-F Wind stagnation pressure at standard height of 33 ft IW = 1.0 Table 16-K Wind importance factor for standard occupancy structure (Group U occupancy tower) P = 63.2 psf Wind load per square foot of projected area on one face of tower = CeCgQslw Tower Proiected Area (including radial ice) (one face) A. Vertical members 2.08 ft"2 per section Av = (1.25 + 2*ice) x 2 x 120 / 144 B. Lattice members 1.16 ft^2 per section AL = ((0.625 + 2*ice) x [5 x 16.75 + 6 x 23.8) + 2 x (0.75+2*ice) x 16.75) / 144 C. Total projected area I face 3.24 ftA2 per section i GL18-80 Tilt Tower Structural Analysis (Evergreen Master) page 1 / 7 r Tower Loads A. Wind load per foot 20.49 Ib / ft of tower Fw = P x Area per foot = P x Area per face / 10 B. Dead weight of tower (Assume steel weight = 485 Ib per cubic ft) 1. Verticals .124.00 Ib per 10 ft section Wv = Pi * (1.25^2 * 10 " 3 * 485 /(4 * 144) 2. Lattice 58.52 Ib per 10 ft section Wt. = 3 x pi x 0.625^2 x (5 x 16.75 + 6 x 23.8) * 485 /(4 x 144 x 12) 3: End Girls 12.46 Ib per 10 ft section WG = 6 x Pi x 0.75^2 x 16.75 x 485 / (4 x12 is 144) 4. Flanges 18.00 ib per 10 ft section WF = 6 x 3 5. Weld Material 7.00 Ib per 10 ft section 6. Top Plate 74.00 Ib 7. Base Adapter 85.00 Ib Weight of standard section = 231 Ib per 10 ft section Wsectlon=( Wv+WL+WG+WF+Wweld)x1.05 for galvanize C. Weight of ice on tower (Assume weight of ice = 0.032 Ib per cubic inch) 1. Verticals 0.00 Ib per 10 ft section Wiv = 3 x pi x ((1.25+2*ice)"2 -1.25^2) x 120 x 0.032 / 4 2. Lattice 0.00 lb per 10 ft section WIC = 3x{pi/4x((.625+2*ice)^2-0.625^2)x(5xl 6.75+6x23.8)+ +16.75x((.5+2*ice)x(1.5+2*ice)-1.5x0.5))x0.032 Weight of ice per section = 0.00 Ib per 10 ft section D. Weight of Ice on Turbine 0 Ib WIT =((3xlengthxchordxice*2)+Pi/4x((D+2*ice)^2-D^2)*L+fin*ice*2+ +(108*((3+2*ice)*(6+2*ice)-3*6))x0.032 E. Weight of cables and fittings (with ice buildup) 1. Upper guy cable 222 lb 2. Lower guy cable 35 Ib 3. Fittings & hrdwr 332 Ib 4. Gin Pole 532 ib Total cable & hardware weight = 1121 Ib F. Total dead weight of 80 ft tower, turbine, ice and hardware = 4140 lb GO B-80 Tilt Tower Structural Analysis (Evergreen Master) page 2 / 7 4 1 r Guv Cable Loads Moment @ 72 (+) ft = 25905 ft -Ib Vert Moment @ 39 (+) ft = 1860 ft -Ib (Hardy -Cross formula) M = P x (upper - lower)^2 / 12 Moment @ 39 (-) ft = 2597 ft -Ib (Hardy -Cross formula) M = P x lower^2 / 13 Moment distribution by Hardy -Cross method (inch) (lb) Factor 1 ft 39 ft 72 ft 9314 9994 0 2597 1860 1860 25905 272 378 466 -369 369 24045 Totals 3894 184 0-12023 -184 -184 -6011 6011 184 3006 92-92 -3006 -3006 -92 92 3006 Sum of moments @ 39 ft = Fw x (Height-Lower)^2 / 2 + Thrust x (Height+2-Lower) - Mlower + Furled Moment - (Upper -Lower) x Hupper =0 Horiz Guy Load @ 72 ft = Hupper = 3622 Ib Sum of moments @ 1 ft = Fw x Height^2 / 2 + Thrust x (Height+2) - Hupper * Upper + Furled Moment - Lower x Hower =0 Horiz Guy Load @ 39 ft = Hlower = -272 lb Guy Cable Loads T x (cos(angle) = H Angle=Cable relative to ground F.S. = Nominal / Tension Station Angle Horiz Vert Tension Cable Dia Strength Safety (ft) (deg) (lb) (Ib) (Ib) (inch) (lb) Factor 72 69 3622 9314 9994 5/8 37,080 3.7 39 54 272 378 466 5/16 9500 20.4 Totals 3894 9693 10460 Turnbuckles and Shackles Turnbuckle Loads Shackle Loads Turnbuckle Position Diameter (in) Load Limit (lb) Tension (lb) Safety Factor Upper 7/8 36,000 9,994 3.60 Lower 5/8 17,500 466 37.57 Gin Pole 1 50,000 10,460 4.78 Shackle Diameter Position (in) Load Limit (lb) Tension (lb) Safety Factor Upper 3/4 57,000 9,994 5.70 Lower 5/8 39,000 466 83.72 GL18-80 Tilt Tower Structural Analysis (Evergreen Master) page 3 / 7 r Shear and Moment in Tower Legs Stress -Mom = Mxc/I = M x (0.66 x face x cos(30)) / Ixx Stress -Comp = Compression / (Leg Area x 3) Stress-Shr = Shear / (Leg Area x 3) Station ft Moment ft -Ib Shear Ib Compression Ib(psi) Stress-Shr Stress -Mom (psi) Stress -Comp (psi) Mom+Comp (psi__ 81 5275 2200 1124 598 3309 305 3614 72 25905 2384 1369 648 16250 372 16622 72 25905 -1238 10683 336 16250 2902 19152 71 24677 -1217 10710 331 15480 2909 18389 61 13529 -1012 10983 275 8487 2983 11470 51 4431 -807 11255 219 2779 3057 5837 41 -2619 -602 11528 164 1643 3131 4774 39 -3783 -562 11582 153 2373 3146 5519 39 -3783 -290 11961 79 2373 3249 5622 31 -5445 -126 12179 34 3416 3308 6724 24 -5825 18 12369 5 3654 3360 7013 21 -5680 79 12451 21 3563 3382 6945 11 -3864 284 12724 77 2424 3456 5880 1 0 489 13528 133 0 3675 3675 0 499 509 13555 138 313 3682 3995 GL18-80 Tilt Tower Structural Analysis (Evergreen Master) page 4 / 7 r Combined Compression and Bending in Tower (Ref: Roark, FORMULAS FOR STRESS AND STRAIN, 5th Ed., McGraw-Hill, Table 27, p416 and pp 434-435) At station 72_ combined bending and compression stress is highest At station 72 Yield Stress = 50,000 psi. Radius. of Gyration = 7.35 in L/Rho = 53.89 L/Rho for 33 ft span between guy levels Cc= 107 Constant for 50K yield strength steel Min. Fac. Safety = m = 1.84 , .: Calculated for Cc =107 and L/Rho = 53.89. Allowable unit load as concentrically loaded column = Fa = 23733 psi For L/Rho < Cc Allowable comp. Stress due to bending = 0.66 x yield = Fb = 33000 psi Safety Factor 1.5 Factor for column use = Fe = 51309 Calculated for L/Rho = 53.89. Variability factor = Cm = 0.85 Stress due to axial compression = Sa = 2902 psi Maximum bending stress due to applied moments and/or transverse loads = Sb = 16250 psi Sa / Fa = 0.122 < 0.15 Check (Sa / Fa) + (Sb / Fb) = 0.615 < 1 Therefore stress is acceptable for Sa/Fa < 0.15. Check (Sa / 0.6Fy) + (Sb / Fb) = 0.589 < 1 Therefore stress is acceptable at braced point. At station 24 combined bending and compression stress is highest for lower span. At station 24 L/Rho = 62.05 L/Rho for 38 ft span to lower guy level. Min. Fac. Safety = m = 1.86 Calculated for Cc = 107 and L/Rho = 62.05. Allowable unit load as concentrically loaded column = Fa = 22364 psi For L/Rho < Cc Factor for column use = Fe = 38,695 Calculated for L/Rho = 62.05. Stress due to axial compression = Sa = 3360 psi Maximum bending stress due to applied moments and/or transverse loads = Sb = 3654 psi Sa / Fa = 0.1502 > 0.15 Check (Sa / Fa) + (Sb / Fb) = 0.261 < 1 Therefore stress is acceptable for Sa/Fa < 0.15. Check (Sa / Fa) + (Sb • Cm) / [(1 - Sa / Fe) " Fb] = 0.253 < 1 Therefore stress is acceptable for Sa/Fa > 0.15. Check (Sa / 0.6Fy) + (Sb / Fb) = 0.223 < 1 Therefore stress is acceptable at braced point. GL18-80 Tilt Tower Structural Analysis (Evergreen Master) page 5 / 7 Compression in Lattice Elements due to Shear Pcrlt = Critical load in diagonal = 4 x Pi"2 x E x I / L^2 Ldiag = sgrt[ (18 -1.25)^2 + (19.4-2- 0.625)^2 ] = 23.7 in E= 29 x 10^6 psi Pcrit = 15259 Ib _ Assume max shear carried in one diagonal Max shear (occurs at upper guy point) = 2384 Ib Pshear = FshearLdiag / (Face - Diam) = 3375 lb F.S.diag = Pcrit / Pshear = 4.52 Assume shear carried by one diagonal at 30 degree angle from loaded face. Pshear = (Fshear/ cos 30)' Diag / (Face - Diam) = 3897 Ib F.S.diag = Pcrlt / Pshear = 3.92 GL18-80 Tilt Tower Structural Analysis (Evergreen Master) page 6 / 7 r Bolt Strength at Worst -Case Flange Joint Highest bending moment at top flange joint at 71 ft. Bending moment= 24,677 ft -Ib. Shear load = 1,217 Ib 1. 3 bolts per flange; 3 flange connections at each joint; 9 bolts per joint. 2. Bolts are 3/4"-10, ASTM A325 grade. Minimum stress area = 0.334 sq in 3. Yield strength of bolts > 75,000 psi. 4. Moment distance of tower = 18 x cos(30) = 15.6 in Sum of Moments = 24,677 - 3 x Fb x 15.6 / 12 Fb = tensile load in each bolt. Fb = 6,332 Ib Bolt tensile stress = 18,959 psi Stress = Fb / Stress area 5. But actual tensile load is greater of Fb or bolt pre -load, determined experimentally as Bolt preload = 10,490 Ib > 6,332 _ (Pre -load for torque = 250 Ib; see page B2.) Therefore tensile stress = 31,407 psi - F.S.tensile = 2.39 (F.S. = yield stress / bolt tensile stress.) 6. Shear stress= 1217 /area = 3,644 psi (Assume 1 bolt engaged, no friction) F.S.shear = 20.58 (F.S. = yield stress / bolt shear stress.) Comparison of bolt strength and tower leg strength 1. Leg area = 1.23 sq in; leg yield strength = 50,000 psi. Therefore leg yield load = 50,000 x 1.23 = 61,500 Ib 2. Bolt area = 3 x 0.334 = 1.00 sq in. Bolt yield strength = 75,000 psi. Therefore bolt yield load = 75,000 x 1.00 = 75,000 Ib 3. Bolt strength > leg strength. GL18-80 Tilt Tower Structural Analysis (Evergreen Master) page 7 / 7 ANALYSIS of TOWER FOUNDATION i Mount wind Here i. i 46cm FRONT ANCHOR i J� i I LEFrANCHOR �'� TOWERBASE I AKWANCHOR ' l I I I i --�46cm �— J ' 1 Note that the Left and Right 1 Anchors are built so that the I 46cm Tilt guy wires will keep tension as the tower is lowered. The ` Direction dashed lines show the guy wire positions when the tower urge hole Is lowered. towards outside Figure 5 ANCHOR LAYOUT 8 3' TOP VIEW USE #5 (5/8" DIA) 60 KSI DEFORMED REBAR IN ALL BASE AND ANCHOR PADS. (3) @ 2'3" X 413" (1)@2'0"X3'3" 2' PVC ELBOW ELEVATION END VIEW TOWER BASE PAD 10 kW TILT TOWER ALL REBAR IS BENT IN 5'"U" SHAPE PIECES (7) @ 2'3" x 40311 (1)@2'0"X4'3" 3' __ _________ TOWARDS CENTER PAD -x-1.50 TOP VIEW ANCHOR CENTERLINE REFERENCE ALL REBAR IS #5 (5/8" DIA) 60 KSI DEFORMED. 50 12" (TYP) END VIEW ELEVATION FRONT, REAR, LEFT and RIGHT PADS TILT TOWER for 10 Kw TURBINE Anchor and Tower Base Pad Analysis for BWC GLI 8-80 ft Tilt Tower 13 -Nov -2007 Material and Soil Specifications . _ (See UBC 18-1-A) Concrete weight = 150 Ib / cu ft Concrete strength = 2500 psi Soil weight = 100 Ib / cu ft Soil bearing capacity = 1000 Ib / sq ft Worst case lateral bearing = 100 Ib/sq ft/ ft Worst case soil friction = 130 Ib / sq ft Length = 5.0 ft Width = 3.0 ft Depth = 5.0 ft # anchor studs per anchor plate = 4 J Anchor stud size = 0.75 in Anchor stud embedment = 9.0 in Base Pad Dimensions Vertical Anchor Load = 9693 Ib Horizontal Anchor Load = 3894 Ib Tower Base Compression Load = 13,555 Ib Tower Base Shear Load = 509 Ib Anchor stud material = ASTM A307 # anchor studs per anchor plate = 4 Anchor stud size = 0.75 in Drilled hole size for stud = 7/8 x 9.5 in Minimum anchor stud embedment = 9.0 in Allowable tension load per stud = 6,840 b (2500 psi concrete) Allowable shear load per stud = 4,250 Service factor for stud - stud spacing = 0.88 (6 in spa Length = L ft SOF ESS/O �Q k4� Width = W ft �� ��tN G. C ;P Depth = D ft c� m LU M31794 ;0 oG �FCHAS\GP Q� OF P�\�O GL18-80 Tilt Tower Foundation Analysis (Evergreen Master) page 1 / 4 Anchor Pads 1. Vertical Load Weight of concrete = 11,250 Ib Soil friction force on sides= 9,360 Ib (= total vertical surface x worst-case soil friction.) Total vertical resisting force = 20,610 Ib (= concrete weight + soil friction force j Factor of safety(verticai) = 2.13 (= total vertical resistance / vertical anchor load) 2. Horizontal Load Soil bearing force = 3,038 Ib (= worst-case bearing x pad depth/2 x pad end area) Friction on sides and bottom @ 130 psf = 7,800 Ib (=worst-case soil friction x [bottom area + side areas] ) Total horizontal resistance = 10,838 Ib (=sum of bearing and friction forces) Factor of safety (horizontal) = 2.78 (=total horizontal resistance / horizontal anchor load) 3. Anchor studs Allowed tensile load per anchor plate = 24,168 Ib (=number of studs per plate x allowable load per stud x service factor for stud spacing) Factor of safety for tensile load = 2.49 (=allowed load per plate / vertical anchor load) Allowed shear load per anchor plate = 8,500 Ib (=2 engaged studs per plate x allowable load per stud) Factor of safety for shear load = 2.18 (=allowed load per plate / vertical anchor load) Combined shear & tension = (TacVTserv)^1.66 + (Vact/Vserv)^1.66 = 0.49 =< 1 Therefore combined load is acceptable GO 8-80 Tilt Tower Foundation Analysis (Evergreen Master) page 2 / 4 A Base Pad (neglect soil friction) Soil* bearing pressure = (L x W x H x Concrete Specific Weight) + Tower Compression Load LxW For D= 2.0 ft Bold numbers show minimum recommended safety factors for each soil strength. For D= 4.0 ft The 4 ft foundation depth is unacceptable for 1000 psf soil without friction effects. L (ft) W (ftT Pressure (lb / sq ft) Safety Factor for Soil Bearing Strength-psf 1000 2000 3000 4000 3 4 1430 0.70 1.40 2.10 2.80 3 5 1204 0.83 1.66 2.49 3.32 5 5 842 • 1.19 2.37 3.56 4.75 6.25 6.25 647 1.55 3.09 4.64 6.18 L (ft) W (ftT Pressure (lb / sq ft) Safety Factor for Soil Bearing Stren th-psf 1000 2000 3000 4000 3 3 2106 0.47 0.95 1.42 1.90 3 4 1730 0.58 1.16 1.73 2.31 4 5 1278 0.78 1.57 2.35 3.13 6 6 977 1.02 2.05 3.07 4.10 GL18-80 Tilt Tower Foundation Analysis (Evergreen Master) page 3 / 4 Base Pad (with 130 psf worst-case soil friction) Soil bearing pressure = (L x W x H x Concrete Specific Weight) + Tower Compression Load - (2 x D x [L +"x 130) LxW For D= 2.0 It Bold numbers show minimum recommended safety factors for each soil strength. For D = 4.0 ft Worst-case friction effect allows the deep pad to be used in worst-case soil. I: L (ft) W (ftT Pressure (lb / sq ft) Safety Factor for Soil Bearing Strength-psf 1000 2000 3000 4000 3 4 1126 0.89 1.78 2.66 3.55 3 5 926 1.08 2.16 3.24 4.32 4 6 648 1.54 3.09 4.63 6.17 6 6 503 1.99 3.97 5.96 7.95 L (ft) W (ftT Pressure (lb / sq ft) Safety Factor for Soil Bearing Strength-psf 1000 2000 3000 4000 3 4 1123 0.89 1.78 2.67 3.56 4 5 810 1.23 2.47 3.70 4.94 5 6.25 659 1.52 3.03 4.55 6.07 6 7 601 1.66 3.33 4.99 6.66 GLI 8-80 Tilt Tower Foundation Analysis (Evergreen Master) page 4 / 4 r . SEISMIC , ANALYSIS of TOWER STRUCTURE . � , , , � � 1 ► ► J 1 I 1 ) 1 1 1 Seismic Analysis of 80 ft GLI 8 Tilt Tower with EXCEL Wind Turbine 13 -Nov -07 Analyzed according to UBC 1997, Chap. 16, Division IV Assumptions and Parameter Assignments (use worst-case assignments in all cases) Description Symbol Value Comment Seismic Zone 4 Seismic Zone Factor Z 0.4 Table 16-1 Soil Profile Type SD Table 16-J Occupancy Category Standard Occupancy Table 16-K Seismic Importance 1 1.0 Seismic Importance IP 1.0 Structure Type Non -building structure type 4 Table 16-P R 2.90 Table 16-P S2o 2.00 Table 16-P Seismic Coefficient Ca 0.66=0.44Na Table 16-Q Seismic Coefficient Cv 1.28=0.64Nv Table 16-R Near Source Factor Na 1.50 Type A, <2 km Table 16-R Near Source Factor Nv 2.00 Type A, <2 km Table 16-S Turbine Horizontal Force Factors Element type 3.0 Equipment braced below center of mass 8p 2.50 Table 16-0 Q�OFESS►O,yq Rp 3.00 Table 16-0 r� M31794 m ; U 21FCHA14\G 02 OF C P��F GL18-80 ft Tilt Tower Seismic Analysis (Evergreen Master) page 1 / 2 /1--t3-a 007 Design Base Shear (Section 1630.2.1) V=(Cv*I*W) / (R*T) where T = Ct*(hn)^(3/4) and W = Total dead weight = 4140 Ib hn = Tower Height = 81 ft Ct = 0.020 structure is neither a moment -resisting frame nor eccentically braced T = 0.540 sec period of tower V = 3384 Ib Check: Vmax = 2.5 x Ca * 1 * W / R Vmax = 2355 Therefore V = 2355 Check -inZone 4 Vmin = 0.8 * Z * Nv * I * W / R = 914 Therefore V = 2355 Ib design base shear Vertical Distribution of Force (Section1630.5) V = Ft + sum(Fi) and Fx = (V - Ft) * Wx * hx / sum(Wi * hi) Ft = 0.07 * T * V = Concentrated force at top of structure (in addition to Fn) Ft = 0 Ib (UBC 1630.5 allows Ft = 0 for T < 0.7) Level hi ft Weight Wi Ib hi * WI ft -Ib Fx Ib Sum (Fx+Ft) Ib 81 1150 93150 252 252 72 1547 111366 302 302 71 1583 112366 304 557 61 1941 118415 321 877 51 2295 117066 317 1195 41 2650 108634 294 1489 31 3004 93117 252 1741 21 3358 70517 191 1932 11 3712 40834 111 2043 1 4071 4071 11 2054 0 4141 0 0 2054 SUM 869535 Shear (lb) 2200 2384 1217 1012 807 602 126 18 284 489 509 Note: Seismic shear forces are low compared to design wind loads. (W((ind load + Thrust Load) / (Seismic load) = 1.88 Wind load design predominates over seismic load design. GL18-80 ft T,It1�ToweaSeismic Analysis (EvergreenuA�la)sBerjepage 2 / 2 • a r .. 0 APPENDIX Bridon American Corporation 6 x 19 Classification 6x19 Seale 6x2l Filler Wire Characteristics Resistant to abrasion and crushing; medium fatigue resistance Typical Applications Haulage rope, choker rope, rotary drilling line IWRC shown; fiber core available Characteristics Less abrasion resistance; more bending fatigue resistance Typical Appticatitms Pull Ropes, load lines, back- haul ropes, draglines; fiber core shown. IWRC available •a Characteristics Most flexible rope in classifi- cation; best balance of abra- sion anti fatigue resistance Typical Applications Most widely used of all wire rope - cranes hoists, skip hoists, haulage, mooring lines, conveyors, etc. rWRC shown; fiber core available 6x26 Warrington Seale Characteristics (rood balance of abrasion and fatigue resistance Typical Applications Boom hoists, logging and tub- ing lines iWRC. shown; fiber core available 6 x 19 Classification ropes provide an excellent balance between fatigue and wear resistance.They give excellent ser- vice with sheaves and drums of moderate size.6 x 19 Classification ropes contain 6 strands with 15 through 26 wires per strand, no more than 12 of which are outside wires. LOWER UPPER Acceptance strength is not Im- than 2 1/276 Wow the nominal strengths lista) 1Gahnabdng Por cbm A galvantaed site tope (EP and IPS gwdca onl7j dodut 10% Som the m®tnal> shown WARNING: AnY warrimkm expressed or implied, concerning rlu use of this product apply only to the nominal strength of rtev4 unused wire rope. All equipment usmg this product must be properly used and maintained. Wire rope must be properly stored, handled• used and maintained. Most imporundy, wire rope must be regularly, inspected during use. lhmaagge. .� abuse or improper nurmenance can reuse rope failure. Consult the AISI arc Rope Users Manual. ASME or ANSI Standards. before usage. VVire rope removal criteria arc based on the use of stect sheaves. If synthetic sheaves are used, consult the sheave equipment manufacturer. WARNING! United Rigging CEWTIEX 6 x 19 Classification R Nominal Strer lth,* Torts Bri or Drawn GahwilzedAno fe WtJFt Ib EEIP E[P fps Diameter, WRC Fiber Core [WRC Fiber Core IWRC Fiber Care IVYIiC Fiber Core 1/4 - - 3.40 3.02 2.94 2.74 0.116 0.105 5/16 - - 5.27 4.69 4.58 4.26 0.18 0.164 318 - - 7.55 6.71 6.56 6.10 0.26 0.236 7/16 11.2 9.90 10.2 9.09 8.89 8.27 0.35 0.32 12 14.6 12.9 13.3 11.8 11.5 10.7 0.46 0.42 9116 18.5 5/8 22.7 20.0 20. 3/4 32.4 28.6 29.4 26.2 25.6 23.8 1.04 0.95 7/8 43.8 38.6 39.8 35.4 34.6 32.2 1.42 1.29 1 57.5 50.0 51.7 46.0 44.9 41.8 1.85 1.68 11/8 71,5 63.0 65.0 57.9 56.5 52.6 2.34 2.13 11/4 87.9 "77.5 79.9 71.0 69.4 64.6 2.89 2.63 13/8 106.0 93.0 96.0 85.4 83.5 77.7 3.50 3.18 112 125.00 111.0 114.0 101.0 98.9 92.0 4.16 3.78 15/8 145.0 129.0 132.0 118.0 115.0 107.0 4.88 4.44 13/4 168.0 149.0 153.0 136.0 133.0 124.0 5.67 5.15 17/8 191.0 169.0 174.0 155.0 152.0 141.0 6.50 5.91 2 218.0 192.0 198.0 176.0 172.0 160.0 7.39 6.72 21/8 - - 221.0 197.0 192.0 179.0 8.35 7.59 21/4 - - 247.0 220.0 215.0 200.0 9.36 8.51 23/8 - - 274.0 244.0 239.0 222.0 10.4 9.48 21/2 - - 302.0 269.0 262.0 244.0 11.6 10.5 2 518 - - 331.0 - 288.0 268.0 12-8 11.6 23/4 - - 361.0 - 314.0 292.0 14.0 12.7 LOWER UPPER Acceptance strength is not Im- than 2 1/276 Wow the nominal strengths lista) 1Gahnabdng Por cbm A galvantaed site tope (EP and IPS gwdca onl7j dodut 10% Som the m®tnal> shown WARNING: AnY warrimkm expressed or implied, concerning rlu use of this product apply only to the nominal strength of rtev4 unused wire rope. All equipment usmg this product must be properly used and maintained. Wire rope must be properly stored, handled• used and maintained. Most imporundy, wire rope must be regularly, inspected during use. lhmaagge. .� abuse or improper nurmenance can reuse rope failure. Consult the AISI arc Rope Users Manual. ASME or ANSI Standards. before usage. VVire rope removal criteria arc based on the use of stect sheaves. If synthetic sheaves are used, consult the sheave equipment manufacturer. WARNING! United Rigging CEWTIEX The Crosby Group, Inc. HG -228 Jaw 8 Jaw _ • Hot Dip galvanized steel. • End fittings are Quenched and Tempered, bodies heat treated by normalizing. • TURNBUCKLES RECOMMENDED FOR STRAIGHT OR IN-LINE PULL ONLY. • Forged jaw ends are fitted with bolts and nuts for 1/4" through 5/8", and pins and cotters on 3/4" through 2 3/4" sizes. • Modified U1,U thread for improved fatigue properties. • Lock Nuts available for all sizes. Meets the performance requirements of Federal Specifications FF -T --791b. Type 1, Form 1 -CLASS 7, except for those provisions required for the contractor. �• wLe�tl Obit Yil eek iYN& Wer EeYq��jptq C1owd Op.o I P -W C;h Clawd EB 1!4x4' to3m 500 3B 25 Al AM Sit 11084 8!61 1.184 ' 7% 4M 5/16 x 412 1032818 am .52 .31 .47 1.98 97 12.36 8.96 13.90 9.40 4.50 9'8 x 8 1092516 12M .91 33 $W 212 87 16.14 10.14 17.98 11.38 6.00 1/2x6 1092554, 22M 156 So .63 2.75 1.06 17.50 11.50 19.00 13.00 6.00 12x9 1082872 2200 1.74 .W A3 276 1.06 2350 14.60 26.00 18.00 9100 12 x 12 1032590 2200 240 .50 .83 275 1.06 29.50 1750 31.00 19.00 12.00 $216 10.92818 3600 272 83 .75 350 131 IBM 1280 20-88 1488 6.00 SIB x 9 1032634 3soo 3.43 .63 .75 350 1.31 24.80 15.80 26.88 17.88 9.00 WBx12 1692082 9WD 3(4 x 6 1032870 5200 4.11 .75 .94 4.18 I.50 20.00 14.00 2260 18.60 BAD .34 x 9 IM2698 6200 SAB .75 .94 4.18 130 am 17103 2980 19.80 9AD 34 x 12 1032714 5200 8.43 .75 .94 4.18 1.5D 32.00 20100 34.80 22.6D 1200. 314 x 18 1032792 5200 8.07 .75 .94 4.18 1.50 44.00 28,03 46.60 28.80 18.00 71B x 12 10327750 7200 7/6:16 1=770 7200 11178 .BB 1.19 425 1.75 45.38 27.38 4832 30.32 1800 . 1x6 1032796 loom tate 1400 1.19 553 246 22.72 16.72 26.06 20AS em 1 K12 1092812 10003 1282 1100 1.19 653 248 34.72 2272 30.08 28.08 12.130 1 r 18 1032830 10000 15.14 1.00 1.19 sm 208 46.72 28.72 50.06 32.08 1800 1 r24 loom 10000 IBM 1A0 1.19 6.53 200 6%0. 34.72 '62108 38.06 24.00 1 1/4 x 12 1002878 16210 7D.59 1.25 1.75 721 281 37.34 25.34 4154 2954 12.00 1 114 x 18 1092684 16200 24EB 125 1.7E 721 28.1 49.34 31.34 59.64 3554 1800 1 114 x 24 1032910 152M 2820 125 1.75 721 281 61.34 37.34 6554 41.54 24.00 112xt2 1099198 214M 9049 1.90 2A6 '?.Be 281 38.90 2850 43.50 3150 12100 112x10 10320M MOO 38.75 1.W 206 7.88 281 50.50 32.50 55.50 3750 18.00 1 12 x24 1032974 21400 41187 1.60 2106 728 2.81 am 38M 87.60 43W 24.OD 13/4 x 19 1033018. 28Mo 54.00 1.75 2.38 9.40 328 53.38 38.38 59.18 41.18 18100 134 it 24 1099098 28000 SUA 1.75 236 9A0 3911 68.38 41.38 71.18 47.16 24A0 2 x 24 1033064 37000 9425 200 2W 11.88 3.88 9.54 4554 76.72 52.72 24.00 2/2x24 1019072 60000 166100 2611 288 13.68 4A4 7299 4898 6218 SELIS 24.00 2 314 x 24 1033090 75000 188.00 275 3.50 1522 4.19 74.75 50.75 85.50 61.50 24.00 trout Luau o c.7 turres wtmung uru unni. ultimate loan is 1 tunes Wong Loaa Wtl1t. CERTEX 42 United Rigging 1RIIL HOLF DI! PCKF VKMAn16t cried PROVIDED ON PAGES 70-71 EPCONA7 .. •... ifla.. .. ACRYLiC ADHESIVE • �• • • • THREADED ROD DIA. In. (mm) MIN. EMBEDMENT DEPTH In. (mm) ALLOWABLE SHEAR LOAD BASED ON CONCRETE STRENGTH 2000 PSI (13.8 MPa) 4000 PSI (27.6 MPa) CONCRETE CONCRETE Lbs. (kN) Lbs. [kN) ALLOWABLE SHEAR LOAD BASED ON STEEL STRENGTH ASTM A307 ASTM A193 OR. B7 (SAE 1018) (SAE 4140) AISI 304 SS Lbs. kN Lbs. Idl Lbs. kN 318 (9.5) 3-3/8 (85.7) 1,305 (5.8) 1,305 (5.8) 1,040 (4.6) 2,170 (9.7) 1,995 (8.9) 1/2 (12.7) 4-1/2 (114.3) 2,005 (8.9) 2,005 (8.9) 1,870 (8.3) 3,895 (17.3) 3,585 (15.9) 518 (15.9) 5-518 (142.9) 3,990 (17.8) 3,990 (17.8) 2,940 (13.1) 6,125 (27.2) 5,635 (25.1) 3/4 (19.1) 6-3/4 (171.5) 5,030 (22.4) 5,030 (22.4) 4,250 (18.9) 8,855 (39.4) 7,440 (33.1) 7/8 (22.2) 7-7/8 (200.0) 7,465 (332) 7,465 (33.2) 5,800 (25.8) 12.760 (56.8) 10,730 (47.7) 1 (25.4) 9 (228.6) 9,385 (41.7) 12,050 (53.6) 71590 (33.8) 15,810 (70.3) 13,285 (59.1) 1-1/4 (31.8) 1 11-114 (265.8) 14,600 (64.9) 14,600 (64.9) 11,900 (52.9) 24,790 (100.3) 18.840 (83.8)71 1 Use lower value m either bond or steel strength for allowable Mile load. Use lower value of either concrete or steel strength for allowable shear load. IILLMETERS PJ..ERFORMANCE TABLE DROV DOEDEOilrPAGES 7071 AEpc0oy A . .. . .... . - .. . . . CRb;,!a AVHESiY t- • ....I • • • 1 Use lower value of either bond or steel strength for allowable tensile load. User lower value of either concrete or steel strength tar allowance sneer loaa. Epcon AI Adhesive Anchoring System Spacing/Edge Distance Load Factor Summary' LOAD FACTOR i::r., • . • QiBT_ NANCE FROM EDGE OF CONCRETE Critical Edge Olalance-Tenalon. 100% Tension Load 10 _ 0.75' Anchor Embedment (or greater) Minimum Edge Okfanca-Terulon 70% Tension Load No 0.25' Anchor Embedment Critical Edge D/darree-,Shear 100% Shear Load lo 1.25' Anchor Embedment (or greater) Minimum Edge DManca-,Shear 10% Shear Load W 0.25' Anchor Embedment LOAD FACTOR 11111811tiliff FROM ANOTHER ANCH1111111 Critical Spacing-Tefillon A j 100% Tension Load 1p�� 1.25' Anchor Embedment (or grnalor) Mlalmam Spacing-Terrslon 80% Tension Load - _ 0.25' Anchor Embedment I Use linoar Interpolation for load MOM, al edge alslaneos or spacing distances nelween minimum ana cnnral. ALLOWABLE TENSION 8 0 LOAD QED LOADBASED pN ROD DIA. EMBEDMENT EM�MENT N SSTEEL��E NM 2000 PSI13.B MPa) 4000 PBI (27.6 MPs) ASTM A307 ASTM A193 OR. B7 4140) AIS! 304 SS In. (mm) DEPTH In. (thin) CONCRETE CONCRETE (SAE 1018) (SAE Lbs. kN Lbs. kN Lbs. kN Lbs. kN Lbs. 3/8 (9.5) 3-3/8 (85.7) 1,460 W51 2,740 12.2 1 2,080 (9.3 1 4,340 19.3) 3,995 (17.8 4-1/2 (114.3) 1,930 (8.6)) 2,915 13.0) 2,080 (9.31 4,340 19.3) 3,995 (17.8 1/2 (12.7) 4-1/2 (114.31 2,700 4,290 (19.1) 3,730 (16.6) 7,780 34.6) 31.8 6 (152.4 3,550 115.8) 4,340 (19.3) 3,730 (16.6) 7,780 ` 7,155 31.8) 518 (15.9) 6625 29.53 J26.1 1223 54.4 154.41 11250 3 7-1/2 (190.5) 4,100 118.3 685 20.81 7,345 32.7 5870 26.1) 12,230 11,2 0 50.05870 3/4 (19.1) 6-3/4 7,430 8,490 S37 78. 178.73 66.1 166.1) 1228.63 5,980 126 63 9,430 J42 03 8,490 83 17 690 14,860690 7/8 (22.2) 11,230 (49,9 11,600 (51.6) 25510 �1113.5 20,835 (92.1) 10-1/2 266.7) 9,220 (41.0) 12,080 (53.7 11,600 (51.8) 25,510 113.53 20,834 (92.7) j 31620 7) 26.560 (118.1 1 2 (304 83 111,515 51.23 15,985 71.1) 15,180 67.5) 31,620 6,560 (118.1) 1/4 _ 114 14,175 (140. 670 (154.2 1220.6 5 381.03 15,550. 69.23 21 09b 93.885 3 23 800 }105.93 49,5800 (220 6; 34 670 154.23 1 Use lower value of either bond or steel strength for allowable tensile load. User lower value of either concrete or steel strength tar allowance sneer loaa. Epcon AI Adhesive Anchoring System Spacing/Edge Distance Load Factor Summary' LOAD FACTOR i::r., • . • QiBT_ NANCE FROM EDGE OF CONCRETE Critical Edge Olalance-Tenalon. 100% Tension Load 10 _ 0.75' Anchor Embedment (or greater) Minimum Edge Okfanca-Terulon 70% Tension Load No 0.25' Anchor Embedment Critical Edge D/darree-,Shear 100% Shear Load lo 1.25' Anchor Embedment (or greater) Minimum Edge DManca-,Shear 10% Shear Load W 0.25' Anchor Embedment LOAD FACTOR 11111811tiliff FROM ANOTHER ANCH1111111 Critical Spacing-Tefillon A j 100% Tension Load 1p�� 1.25' Anchor Embedment (or grnalor) Mlalmam Spacing-Terrslon 80% Tension Load - _ 0.25' Anchor Embedment I Use linoar Interpolation for load MOM, al edge alslaneos or spacing distances nelween minimum ana cnnral. Butte County Department of Development Services. N O T E S 7 County Center Drive, Oroville, CA 95965 ' . (530 ) 538-7601 vnwv.buttecounty nevdds RESIDENTIAL AP N: Permit No. � r,3 p; Owner, f. Site Address- Contractor. Type of Permit: k 1 3 fi t . t I k 016-220-044 05-3200 WILLS, JIM - - 13366 SHEEP HALLOW, €NTCO Cont: POOL BUILDERS POOL(MSTR 01-516)_ _ E CHECKED BY SRA FLOOD CERTICATE EQUIRED FIRE SPRINKIIRS REQUIRED SPECIAL INSP`4CTION ITEMS VERIFY C USE PERMIT CONDITIONS SUB-STANDARDPHOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE 06 DATE JOB FINALED: OK Not OK MANUFACTURED HOMES MISCELLANEOUS DATE I Lj PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr, Loctn-Test-Easement Needed -Regulator S.Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat 0 or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers -Breakers -Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs 0 Foundation Q 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE D E C K S`C O V E R S`C A R P O R T S `GARAGE S 1 Zoning -Setbacks -Easements 2 Ftg§; Soils-Sz-Dpth-Spacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg . Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Rooting 11 Ext; Steps -Doors -Landings 12 Braced Wall pnis °'� DATE IP O S S acks-Easements SS ils; Compaction -Structure Stability 'Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5-Crcltng Eqp-Htr 8 Elec Gmdng; Eqp w/5' Crcltng Eqp-Pool Ightg Boxes-Encisrs-pnlboards-lnsultn to Main Conduit 9 Health Dept Apprvl y� Cir Test-Wtr Supply Test LtNi� Wv 12 .E r• Fencing -Alarms onding, Divi n board or Slide z"7 0, Pool Drawing = OK Not OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth, 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test First fir -Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub-Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 61 Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test `' o'er o` o'* 41 1.1 Wtr Pipe; Test-Anchrs-RgftiService Test 12 Elec Undrgmd IM E C H A N I C A L 13 Plenums & Ducts; Clrnc-Materia"upport-Insultn 61 AC Ducts Insultn & Support 14 Girders-Sills-Anchr Bolts,)oists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16.lnsulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic s s` 0 DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE FINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & Side Lt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-fir-Ducts-Meth Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rffr Ties-Purlin-Roof Brac TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Sis & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Cimc-Hearth 28 Garage Fire Prtctn Framing -RC Ctiannel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Clmc 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-landing-Fire Prtctn 78 Garage Fire Door, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndbi Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Dmge Planters []Yes ON. y 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clmc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd DATE ELECTRICAL 40 Fxtr & Tmsfrmr CImc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Gmd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ¢a ❑ CU or ❑AL 98 Address Posted AC Wire Sz .- F] CU or ❑AL 99 Fire Sprinkler 48 Range Circ W ❑ CU or ❑ AL Oven Circ ga ❑CU or F-1 AL Insulated Neutral ❑ Yes ❑ No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Cirncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 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 PERMIT NO. BPO53200 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury. that I am licensed under Issued Date: 12/15/2005 APN: 048-010-044-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and Site Address: 13366 SHEEP HALLOW CREEK RD CHI effect. /1 License Class: C- 53 Lice Number: 1.33"194 Map Index: Date: 1 5 OS Contractor: ut. e(5 Description: POOL MASTER 01-51$ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Owner: MARTIN RICK B Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior 13366 SHEEPHOLLOW CREEK RD to its issuance, also requires the applicant for such permit to file a CHICO, CA signed statement that he or she is licensed pursuant to the provisions of 95973 the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 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).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Applicant: POOL BUILDERS intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 3080 THORNTREE #23 such work himself or herself or through his or her own employees, CHICO, CA 95973 provided that such improvements are not intended or offered for 530-899-8988 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of SKIMMERRCH@AOL.COM proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business Contractor: POOL BUILDERS and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed 3080 THORNTREE #23 pursuant to the Contractors' State License Law.). CHICO, CA 95973 ❑ 1 am Exempt under Article 3 of the Business and Professions Code 530-899-8988' SKIMMERRCH@AOL.COM Date: Owner: License #: 833994 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 Architect: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Engineer: is issued. of I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: n Total Square Ft: 0 S. F. (11. Carrier: 5TfATF_ bay--W1A-OS 1. mo Valuation: $0.00 Policy#: 91-3 Census Code: ❑ I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: IZ — S —05 Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages s provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is her by is ed under the applicable provisions of the Butte County CodA ?nftlOr I hereby affirm that there is a construction lending agency for the Resolutions o do indicateabovejprAvhich fees have been paid. performance of the work for which this.permit is issued (Sec 3097 Civ.) Name: _ By: Date: Address: PERMIT EXPIRES O ' V Date GD I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. Cl Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes.. // Print Name: s. Signature: A \ �tit�_Y Date: 12, S OS 0 Owner Contractor 13 Agent for Owner ❑ Agent for Contractor 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` CONTRACTOR OWNER Last Nameirst Flood Zone Frci Na Address Ge- City � I Go State Zip Phone �f , ;2_qI O Fax E-mail Stat CONTRACTOR ARCHITECT/ENGINEER Name Flood Zone Address Address City �$2_ •�-�� Address 3 rr �r�ee R_ Z 5 City C�6 Fax Stat Zip 3 Phone$, q _,?R y $ Fax E-mail Lic. #<? 3 399 L( Clas-_S3 APPLICANT SIGNATURE X L, & For office use only: ARCHITECT/ENGINEER Name Flood Zone Address Address City �$2_ •�-�� State Zip Phone Map Book Fax E-mail g,Clct _ga gg State License Number APPLICANT SIGNATURE X L, & For office use only: APPLICANT NAME Name Flood Zone Sq.Footage d -76 Address 300 I V� �$2_ •�-�� City St Map Book Zip Phone g,Clct _ga gg Fax E-mail APPLICANT SIGNATURE X L, & For office use only: Zoning Flood Zone Sq.Footage d -76 SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. OS , BIN # LOCATION AP# ®c — _ Property Address `+Pity CA, Cross Street n V I Spa VLA S o WORKER'S COMPENSATION Policy Number 13 - 00 (Zo 0 Carrier 7s T 34T -r_ If hiring anyone other than license contractors, a certificate of wor is compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Sco a of Work: C,-12_00- ✓L OvaSq. Sq.Footage d -76 0 Structure Built without Permits El Proposed Change of Occupancy (Note previous use): OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 w EXPIRATION OF APPLICATION Applications for which a permit Iasy-�OOsued will expire one year after the date of applicatio- ��i .NA:6" new action on an application after expiration,.' �tiS �� ��4e and fee will be required. �C) CI REQUEST FOR P---. ,��, Refunds can 5�3�,1 y� p� the person who paid the fe- Q o the expiration of the permits 7 . _n done. Filing fees, plan check X 07 other department costs are not refundaL / Received by\\ Amount: T 7 Bldg 1�(J SRA Receipt #: Sheriff C 1 LX SMIP Date: t 4 S I6 REV 2-24-05 otal SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! El 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 inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. El 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. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). 11 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET o4� OWNER: r ` 1 ASSESSOR PARCEL NUMBED (-9, 906 Proposed Building Use:�� \ 1"�1� fix/ \ Permit Technician: Date: + �� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to %pply. ly 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan Required........................................................................ ❑ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. El 20. City of Chico Plumbing permit........................................................................ , ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forestry Ian approval ❑ paid. Sent by: ............. ❑ 23. Planning approval for (A) Use:, ) Parking: (C) Parcel Check: ............ (.-2_,tr t'- . ❑ 24. Contact Land Development abMt _ Improvements, _ Drainage ........................ 0 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form..............................................................""..... .... .................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑/ 35. ❑ Legal description, ❑ M.H. Titletitle search, registration or MCO ......................... 0 37. Other: When issued Telephone nq • Z� til S (� and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant ham(_ l�^�,� Date: C 1. Index permit application for the above items numbered: Plan Check Letter 2. Addit' I items required ontracto designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: trac or, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: , Plans approved by: Date: " Structural reviewed by' Date• -Structural approved by Date Note transfer by: Date: .i Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 f E.H. USE ONLY Plotloa Ma Attached— Float ttac Floar �9mn Attached.(/ San42o TO: Building Department FROM: Environmental Health. SUBJECT: Sanitation Clearance f-, S�►�,P 1- �lo>a C►� 016-Zi0-0q0 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply:! Public - Private Well Clearance for dwelling. Other 1 o Q,�OvnW �d Hold final for: Final clearance O.K. for: NOTE: E�ironmental Health Specialist 8/96 60 Z L -01 Date Department C- n II n t v J. Michael Crump. Director of Public Works .a f B u t t e LAND DEVELOPMENT DNISION Storm Water Management Procrzm 7 County Center Drive Oroviile. CA 95965 (530) 538-7266 (FAX) 538-7171 National Discharge Elimination System► (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAhI 1 SCR Project Description: Project Location and/or Parcel Number: By signing below, L the project ownerlowner's agent, certify that this project WII,L NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional W ater Quality Control Board - I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project.* that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions proyideti by law. Signed: Title: Date: cOA RESIDENTIAL J 0487010-044 PERMIt#96-0548 f MARTIN Rich Sheephollow Creek Rd., Chico New Single Family G 1 OFFICE COPY 3 Addr s (j —IU -i GAS ate Date Meter By ELECTRLCDate Meter By OFFICE COPY j Address 1 IGAS ' Dates Meter BY ELECTRIe��G� Dat - i JOB / c✓� FINALED (Dat Signature V = OK . 0 = Not OK Not = R`eadyable NotMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location-Test-Fall-C/0-Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 4. Water; Location-Test-Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp-Concrete 6. Carports; Windows -Doors 6. Gas; Location-Test-Wrap; / /'L'ft. / /Nat. or/ PL"ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements-Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size-Spacing-Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test-Demand Valve-Connector 1. Setbacks -Easements 4. Electricity; MH Test-Crossovers-Breakers-Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test-Fall-Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test-Regulator-Connector 4. Elec.; Receptacles and Lighting, Distance -GA 7. Water and Sewer Connected-C/0 to Grade-HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs-Type-Installation Cert. 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GA 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .✓ ii OK O = Not OK = Not Applicable = Not Ready Date', UN EF a • . ' : s • RESIDENTIAL (Single & Duplex) .1: FLOOR (Plans) OK except N's ing-Setbacks-Easements-F bo , Main; (Soils-Elec. Grgt :-/W" �ijT4tg.,garage: Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4_5t.0'Porches & Decks; Soils -Steel-/ /Ftg. Depth f, S�temwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Bfockouts-Wrapped tl I - tom. Downs and Special Anchors „' Jeers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground fi 13. Pienums & Ducts; Clearance -Material -Support -Ins, 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Gard B-1 �,,4,J Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except a's efV%p4er Htr.: ccess-Combust ion Air -Baffle I llter Pipe: Test & Anchor -Nail Protection Test -Fittings & Anchor -Nail Protection --------- ---------- - wer Pan; Test. First Floor -Tub Access- --!-----=--- Tb &ShowerSecond Floor -Tub Access - st --.--- i ------------ ---- ----------------------- . Gas Pipe: Size & Anchors -------------- ---------------- ... .' --- -- -------------- -- -------------------------------- Dae --------- 1�J Card B-1 C ti Date Card B_1 Dale Card B-1 Date Card B-1 Date EL CTRICAL (Permit) OK except a's 29. Fixture & Transformer Clearance -Ins. Protection ---------------------------------------------------- -------------------- !{ 2� Elec. Receptacles Spacing -Lights & Switches at Doors --)!----- - -- 24/Size Boxes & No. of Conductors -Stapled - - -__-. 25/ Romex Installed Close to Edge of Studs & C.J. - 26! quip Ground made up w/Mech. Fastners-Bond Gas &. Water ---- --- ----------- �( 2 . 2 Appliance Circuts in Kitchen & Conductor StzerGFi ---- - - - ............ i� 28. Subfeed Wire Size r�ga Cu or AI-A.C. Wire Size" r ga. Cu or At ' 29. Range Circ ga. Cu or Al;ven Circ. r r ga. Cu or Al. Insulated Ne Vyes ❑ No 1' 3�ervice-Riser Conductors &Ground -Main Disconnect --------- --- ------------------------- _ ....... 37!Equip. Clearances Panels-Motors-Mech. Equip. ---- -- - --------------..... ------ -- - ----- .._ _..._. -- `327C OtheS CIOSet Light ---Ower Light -Spa Light 3 _. Smoke Detector -------- /---------.._....--------..------------------------------ --- -- q ------------ - - .... - _ ........ .. Date d� and B -t G;y Date Card B-1 - -- --. ---------- ---------- --- --- -- Dat Card B -t Date Card B-1 Date 6HANICA L.(PermiI) OK exce t r+'s A.C. Ducts Insulation & qG p 5. ent Fan; Exhaust above insulation �_ -- ondensate Drain & Ov_erflow: Size .& Grade F rnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet 3". Attic Access & Platform if Furnance in Attic D---- --------- ------ _-- ------- .. .... _F_4 j Ca...Card B-1 -- rd B-1 S �. _ .... ...Date . _.. Date Card B-1 Date Card B-1 Date FR MING (Plans) OK except 4's 3 its. Proper. Material .& Anchors 16. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound Bea,,ng Walls over Girders &Floor Nailing .............Floc ... ... .. 2. Draft Stop n Walls (rat proof) 4 ue Stops: Furred Ceilings-Stairs-Chases-TUb 4/ Headers & Beam -Size & Bear n i Date GAMING (Continued) 4 Ha ers-Post Caps -Anchors -Connectors 4 Ing Joist-Rftr. ties- Purlin-roof Brac-Truss-Shthng.-Rfng. 47. F' eplace Ties or Type A Flue -Fireplace Throat clearance A c Access; Size & Romex Protection -Draft Stop -Ins. Baffles ------------- - -- _.�Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions ---- ----- 59" G age Fire Protection Framing - 5 _ perty Line Firewall & Openings _ W- y�Ext. Doors -One 3 -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. ywood on Roof Overhang -Attic Vents -Rafter Outriggers ------------ ------- --- -- Siding -Nailing Veneer ------------- -------------------- - - 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access r� 57 zmg Area -Glass Protection -Skylights -Plastic Sd 5V Shear Walls: Nailing -Bolts 59. -Insulation -Walls -Ceilings --------------------------- 60. Infiltration -Walls -Windows ----�; - - - - -- -------------- - Date r61U aj� Card B-1 - Date _ Card B-1 Date Card B-1 Date Card B-1 Date FINAL ans) OK except It's 1.!�_Steps-Door & Sidelight Protection -Landings - - -e S --e Detector-- ---- — Furnace Vents -Clearance -Comb. Air -Connector - In ra e; Above Floor -Ducts -Meth. Protection .--- --------- ---------------------�16 o_om Exiting rd .F _& Bath Fixtures & Tub Access -Spa EI . Trim & Subpanel Breaker Sizes & Labels - -- ----- -------------- REIOutlet Rails 6` or Stove: Clearances -Hearth_ .................... - -- ..... . s at Wood Panel; Int. & Ext. i t & Appliance Grnd.-Air Gap -Cooking Clearance --- - -....... -........ -- - E Outlets & Receptacles at Kit. Counter ...... ... ..... - - - -- - -- ------ --- 7G e Fire Door: Swing -Landing -Closer -------------- -- -= ---- A. uct in Garage -Damper ... _.. ......------------------------------------- 7 Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. 19 -Garage: Above Floor-Mech. Protection Plb Elec. & Mech. Equip. Listed for Location 7 Elec eceptacles m Garage: (G-----Romex Lection . —----------- ---- --------------y--`---- Ins Dation-Foam-Looked in Attic CJ Yes _ - 7d�Gu Rails & Deck Construction -Post Caps--- - — -- Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth CI ce Looked under Floor ❑ Yes Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: PI ers ❑ Yes ❑ No ` . Stu 'o: Brown -Finish .. ... ....... .. - ----- A C nit: Disconnect. Electrical. Plumbing .. ... ... .. ...._.._...---------------------------- ------ is Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings a Well: Disconnect. Electrical. Plumbing or Elec. Trim: G F.I Receptacle -Underground V ulauun Throughout House ------------ ----------------------------------- .. Gla Protection Corrections from Previous Inspections --- - ----- - --- 6/yNl�6� es :M .. .Tagged: Gas.Electric .- :Ga -EiecI--------------------------------------- W - --- ------- -------------- W r & Sewer Connected -C/O to Grade -HD Approval -- ....... --------------------------------------------- C - -- - _- - --- --- --------------- Energy Complian a rtificate-Other Certificates - ----- ---- ---------------------- Date*a and B-1/ / Date ----- Card B-1 ------ -- Date Card 8-t Date Card B -t - - ----- Date Card B-1 Date Card B-1 Comments at Final COUNTY OF BUTTE- DEPARTMENT OF ISEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMI NO. APPLICATION AND PERMIT ��`®S - ASSESSOR PARCEL NUMBER 048-010-044 ZONING SR3 BU I LD I N G P ER M IT OWNER RICH MARTIN TELEPHONE 893-0766 SO. FT. OCC. BUILDING VALUATION 1809 R 97 686.00 OWNER'S MAILING ADDRESS 14479 RICHARDSON SPRINGS RD, CHICO 1179 U XXZ HXN 21 213.00 CONTRACTOR'S NAME OWNER TELEPHONE 613 COV 7,969.00 40 280.00 CONTRACTOR'S MAILING ADDRESS Fireplace 2_0 3,000.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 130,148.00 Filing Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ 748.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 486.20 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS SHEEP T� CREEK RD CHICO PERMITFEE $ 1277.20 ./ y ~ ' c„ W /1P� /lam+ PLUMBING PERMIT Fling Fee 20.00 Each Trap 9 1 7.00 63.00 LOT NO. 20 SUBDI'VISION'S NAME PARCEL MAP -70 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 USE OF STRUCTURE SF (R Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW 3RR Mobile Home IS I G I W @20.00 PERMITFEE $ 143.00 Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main Service 5 OR LESS ( 2ooA OR LESS ) 23.00 23-00 Main Service ( 200A TO ,000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in ull force and effect. License Class Lic. No. �-%.S 9/ 7.$ OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR SO. OR ADONS. ( a ACC. ) 3.52 Fr.104-5 NEW CONST. MULTI.OUTLEUTLET NON•RESID. ( BRANCH CIRCUITS ) 97.50 ( 8 POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 O L.00 BAL SO EX. Occup. OUTLETS (R S D.OEA ) 5.00 ( Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE g 147-58 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: L Ae and will maintain a certificate of consent to self -insure for workers' pensation, as provided for by section 3700 of the Labor Code, for the /Performance of the work for which this permit is issued. A*have and will maintain workers' compensation insurance, as required by Section 700 of the Labor Code, for the performance of work for which this permit is issued. My workers' c mpensa ion in urance carrier and policy number are: Carrier Policy N mber (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort ith cc ply with those prov' Ions. c, X _ ____ Date ���= /� _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 9 Heating 1 9 -nn Cooling Hood 6.50 Ventilation PERMITFEE S-79 Contractor Mobile Home Installation Fee Is Energy Inspection Fee Is 46.00 OCC R3 CONST. TYPE VN TOTAL FEE $ 1692.78 HA2. 1 D. FEES FLO D CDF/ v Pp HD ISSu This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indi a ve f r which fees have been paid. % BY Date PERMITEXPIRESON '533 97 (Date) Receipt No. `1 ^ ate_ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINKILINSPECTOR GOLDENROD -APPLICANT B.H. USE ONLY Plot Plm Auacbed Fl" Plea Anachad Scat to B.D. — ff TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance lle� ff � Owner Location Plan Approved for: Sewage Disposal k,� Water Supply: Public _ Clearance for %,� bedroom Thome. Other J,Y-61-0 APAP / Private Well 1� Hold final for: Final clearance O.K. for: NOTE: Environmental th S Date 8/92 'A .,rl� ••.'r , .. -. ..... .. ...,."r,R°TfcTi'G'�y,1'n;7+.nrM�:..ve+m[7, `.•".`{^...... �.a«.�.,.,:, ,. ti' .r.. .� .;�..,,_ wY r , - .c: -,.. COUNTYOFBUTTE -DEPARTMENTOFCEVELO 0ENTSERVICES-BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALgFOFZNtA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER Rt 6A /"/Ar,r//J A. P. No. 7� - �/0 — Proposed Building Use Ne --J '54ti 5/�"� Building Inspector Date ' It f At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. yr Statement of Intent for Non -Heated and A/C Buildings . ..................... . 40'8. Engineered truss details and layout in duplicate (required prior to plan check). . 9. MQbilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $ .......................................... 1 Impact fees as shown on attached schedule. . / California Department of Forestry plan approv I/fee ...... �J`�.a.......... . 13. Flood elevation letter (100 year flood) b Cafor " ngineer. ................. . 14. Sanitation and plot pla approvo ��G Health Department . ............ 5. City of Chico plumbing 1permit.��.,�............................ 16. Plot plan and business license ap�p4r�o'ial4roai_City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ Contact Land Development a cut. A) Improvements (B) Drainage. .. . ti Driveway permit (construction%pP , valr, required prior to occupancy) �/�� -� .. . �„r,..�. Pmdnspedion reque�s 20. Pre -inspection for required. .. to Building inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . ......................... . Owner -Builder Verification (Given to owner Mail to owner _). .......... . Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. 3n. nocumentation of 50% subdivision developed or (A) Road improvements completed 1 and (B) Parcel meets zon'ng area and frontage requirements . ............... 1. Existing violations/expired pito....................................... 32. Plan check list . ..................................................... r- 33. 34. When you issue thepermit, proc ss as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at o office. De' r with inspector. Other Parcel Creation Acreage Applicant Date `3—/�- SG Copy of Haz-Mat form sent Healty45t*gt6__ Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance:(Ci ew item no�otchecked above). 1. Index permit for above items No. 2. Additional items required: _ Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by —Date Contractor, designer, owner, was advised of above requ=ired data by _ phone _ mail Coun er by _ Date Plans checked by , A -74.76 Date Plans approved by `' �5, Date 5-1�—% Sets of plans on hold in_``-" File -cabinet - . AP folder Copy - Department of Public Works BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Foran Per Building) School District Building Department No. A.P. Number Jurisdiction: City] County Property Owner ►t a r {o Property Location/Address Subdivison Residential Development 0 0 No. of Living MHI Units Commercial/Industrial 0 New Building Department Representative Lot No. -'r" C"03y Sq. Footage Ad ition (Group R) Sq. Footage Addition (Floor Plans reviewed by School District Personnel) District Identification No. 9S� O,Z�o School District certifies that y '17 (Street Address' (State) Date (Applicant) (Including Exterior Roofed Areas) 93 (Phone Number) (Zip has complied with the requirements of Resolution No. S / % by payment of $0�8 �6 representing a L.9 square feet, AB 2926 $ FULL MITIGATION $ p� School District Representative Date Paid by Check # Remarks: Bank Number Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feerormmkl (11/94)amm . COUNTY OT!' BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVII.LE CA 95965 TELEPHONE (916) 538-7541 e A P. PROPOSED BUILDING USE f'�l ✓►l1, �i3 ti. I r�"' . ,, DATE '� �•S � R �'k. _ tic,: $ ro, 'a �- �/ „ f • .s � • N.� � ` r f �Y q -TES Cj { r� t 1 'K •� J SCHOOLDISTRICT FEESl" .c � 1 } � i 1 ry:`t!,f r•y a .,r�E rf �rJ .ii o,. (paid at District Office��7L SHERIFF • F r, SHERIFF FEES (paid at Building Divis,` ion)• Residential... x �. unit amt Commercial (sq.ft.). x 3, URBAN AREA FEES ` (paid at Building Division) Residential (per unit). x =$ #units amt. " Commercial (sq.ft.). x _$ ,. sq.ft. amt. ' 4 RECREATION DISTRICT FEES (paid at District Office) THERMALTTO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) .� '-6. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) �. .7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE BUTTE COUNTY PARRS DEVELOPMENT•FBE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) n a q — r-) / O -- Property Owner LV - Project Location/Address 0 Subdivision ,Lot Number(s) 7_„�_ Residential Development: (check one) kNew Development Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: ��' XLIlzl - Building Department Representative D to Chico Area Recreation and Park District(CARD) certifies that E(.r_ 70v (Applicant Name)(Phone Number) S lei` -e - ,(Street Address) (J State Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-14x00 by payment for ' dwelling units @ $1,189 for total payment of $ / /d dARD Representative PAID BY CHECK NO. G/ REMARKS: BANK NO. I (,0 -,� �l C ,� 0 PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90 . DIe Yellow --Butte Co. Building Dept. Goldenrod --City of -Chico Building Dept. 0,5/1ZV96 10,11AN 0019#1451f CHECK UfoY.00 f rr COUNTY OF BUTTE BUILDING DIV(SjON DEPARTMENT OF DEVELOPMENT SERbLCES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE - OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 067 el e— �- On 9-), /C 01 Date J) Inspector REV 10/92 INSULATION CERTIFICATE 13378 SHEEP HOLLOW CREEK ROAD NUMBER AND STREET BUTTE COUNTY DESCRIPTION OF INSULATION 1. ROOF MATERIAL THICKNESS (INCHES) 2. CEILING BATT BATT OR BLANKET TYPE 12.00 THICKNESS (INCHES) " INSUL-SAFE III LOOSE FILL TYPE RICK MARTIN CONSTRUCTION CHICO SUBDIVISION CITY LOT NUMBER BRAND NAM THERMAL RESISTANCE (R -VALUE) CERTAINTEED BRAND NAME 38 THERMAL RESISTANCE (R -VALUE) CERTAINTEED BRAND NAME 665 15.50 CONTRACTOR'S MIN INSTALLED WEIGHT/FT2 LB MINIMUM THICKNESS (INCHES) 38 MANUFACTURER'S INSTALLED WEIGHT PER SQUARE FOOT TO ACHIEVE THERMAL RESISTANCE 3. EXTERIOR WALL WOOD FRAME TYPE BATT CERTAINTEED MATERIAL BRAND NAME 6.25 19 THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) EXTERIOR FOAM SHEATHING MATE THICKNESS (INCHES) 4. RAISED FLOOR MATERIAL THICKNESS (INCHES) 5. SLAB FLOOR MATERIAL THICKNESS (INCHES) PERIMETER INSULATION DEPTH (INCHES) 6. FOUNDATION WALL BRAND NAME THERMAL RESISTANCE (R -VALUE) BRAND NAME THERMAL RESISTANCE (R -VALUE) BRAND NAME I THERMAL RESISTANCE (R -VALUE) MATERIAL BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) DECLARATION I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE BUILDING AT THE ABOVE LOCATION IN CONFORMANCE WITH THE CURRENT ENERGY EFFICIENCY STANDARDS FOR RESIDENTIAL BUILDINGS (TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS) AS INDICATED ON THE CERTIFICATE OF COMPLIANCE, WHERE APPLICABLE. SEPT 18, 1996 DATE 2,3 ITEM #'S Dw vangi- DAN HANSEN BRANCH MANAGER GREGORY A. PEITZ ARCHITECT 1907 Mangrove, Suite E, Chico, CA 95926 (916) 894-5719 Structural Calculations for ..: 1G1K MA-r-Tii-j rOk-=WCE ID AR �p1lY A..0,F�i1 �r No. C 21283 N A- ��. REN. Av 15h) (y c o C 4 i E t.?Q-L. r4)J Al L YSI S LOAD SUMMARY *Use normal force method *Exposure B *Basic wind speed: 75 mph P = Ce Cq qs I Walls P = .62 * 1.3 * 14.5 * 1.0 = .0117 ksf < 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143'ksf ksf @ 30 ft. Roofs 2:12 -to less than 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf < 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf @ 20 ft. P = .72 * 1.0 * 14.5 * 1.0 = .011 ksf @ 25 ft. P = .76 * 1.0 * 14.5 * 1.0 = .011 ksf @ 30 ft. Roofs 9:12 to 12:12 P = .62 * 1.1 * 14.5 * 1.0 = .010 ksf < 15 ft. P = .67 * 1.1 * 14.5 * 1.0 = .011 ksf @ 20 ft. P = .72 * 1.1 * 14.5 * 1.0 = .012t.ksf @ 25 ft. P =-.76 * 1.1 * 14.5 * 1.0 = .012 ksf @ 30 ft.. N N N W WW W W W - N N N 000 in OO _N N a vvv N N N N N N G•ol O 4.0' z E' I/l co" //,o' 4.o+ I i 22-141 50 SHEETS 22-142 100 SHEETS HMPAO 22-144 200 SHEETS ���� 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22.144 200 SHEETS ri 00 ✓ n oo p 0 � Q 0 N o J J i, , N ✓ v It r rA Pj p N a o I � r � rr N t�TZ c � ���� 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22.144 200 SHEETS 00 ✓ n oo p 0 � Q 0 N o J J C v It r 1 1 22-141 50 SHEETS t �, • 22.142 100 SHEETS 22-144 200 SHEETS -� 09 op c _ O � 1 Vi 1 r o 22-141 50 SHEETS 21"142 100 SHEETS A-0 22-144 200 SHEETS F) 22-141' 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS � • J1 1, rl Ci' � �i 3 1 n � n-� • �, Al + oll Cj �r 0 6` v 1 11 W WW W WW 4A in in LM O O N N O rC4C4 N N N L'o- ., G -u/ ( JT�.« or A-725 C-/ Sot . E. i , "t - �iS�Qo� IU C�(2 f zr�7� 14. V 19 � Pci i 1 22-141 50 SHEETS �, 22-142 100 SHEETS HMPAO 22-144 .200 SHEETS I v t, QA Yl o NJ " i ✓ J. X � r a e �� S v C9 -w _ be N A \ 1 �22-141 SO SHEETS , 22-142 100 SHEETS AMPAO 22-144 200 SHEETS V Q4 -�- VI -I v s 09 \\ J 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS V lit GQj n cot o On N v a _ J.1 -A OD w G n t '\ a \ c Qp r;N. o r1 rj v '� a 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS , V 44 ry O � o L al m Vi �c s 0 - W OA22-141 50 SHEETS . 22-142 100 SHEETS A-0 22-144 200 SHEETS I MIC C /Me. s Id � z, / UP 5 60 ro.,Je on P 4-..-75 H goi L.;�, es �, � • �. Z-�l I hawk st-� �`� � - % 0'C = S S�yv� C3) Aar t�OZLI i 5 ST -6 2 k Atfo 0 April 4, 1996 NorthStar 0 ENGINEERING Civil Engineers • Planners • Surveyors Rick Martin 1472 Richardson Springs Road Chico, CA 95973 Re: AP 48-010-44 Sheep Hollow Creek Road Dear Mr. Martin: Per your request, I have investigated the flooding potential at the above referenced building site. The flood insurance rate map (060017-0095-B) adopted in 1989, indicates that this site lies within a special "Zone All flood hazard area inundated by 100 -year flood. No Base Flood Elevation (BFE) has been determined on the map for this particular area so it was not possible to simply reference the safe finish floor elevation to an established datum and BFE. However, the Butte County Building Department has accepted various independent analysis that have established a "community" BFE in the vicinity. Most recently, a BFE of 206.6, USGS, was established on APN 48-01-51 and a Letter of Map Revision was obtained by that property owner for his residential structure. Your building site is located at a stream location that is similar to this structure, therefore the BFE for your building site is also 206.6, USGS. Using a County benchmark, a temporary benchmark was established at your building site. The-t_emporary,benchmark is a 1/2"-rebar stake at the southwesterly -corner of the building pad and has. -an---- elevation- of�--205.-09, "USGS. _ The -elevation -of the ground atr the ,building pad varies from a low of 204.95 near -the southwest corner to a high of 206.86 near the northeast-,corner.The elevation of the. -finish floor shall;be-at.ordabove=the.V206�.6 elevation;.'�ors°1-.51= feet; ("T"= 6 {1 /4'" ) '', a v,e,,the;,'temporaryf-bencYimark :°~- In order to qualify for lower insurance rates it is strongly recommended that your finish floor elevation be at least one foot above the surrounding ground level. This would place it at an elevation of least 207.86 or 2.51 feet above the temporary benchmark. Please consult with your insurance agent regarding the rate structure and the benefits of raising the floor elevation. You may also wish to investigate the possibility of obtaining a LOMA which would eliminate the requirement for flood insurance for the residence. I can get you more information on this for you. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 April -4, 1996 Page 2 of 2 I trust this provides the information that is required for you to pull your building permit. Please feel free to contact me should you have any questions. Sincerely, NOR�THHSTAR ENGINEERING Mark Adams, PE WP12:MARTIN RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: >nmlyt ,, BUI LDINGPE ER: PLAN CHECKER: A. P. NUMBER: O /0 - GENERAL: / Zoning requirements: (side yards and number of permitted living units). Valuation. �! Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. -• PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. 1Other buildings or structures. Grading, fills and/or drainage. � \ Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). 10OR PLAN: 'Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closW(Section 302.4). Minimum of`one 3'0" exterior door (Section 1004.6) Firep ac:; and wood stove location, alcoves and clearance.- Smoke learance.Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.1 1.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Ratter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. 3- Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. 1-leadu- size. March 1996 3.2 Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts: Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. 0G�a.� CAz Ce c� S 6)� h C" s �a 7 4ZtkP_/__ March 1996 3.3 LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. 70 `OsT O OWNERS A.P. /D NAME:M I NUMBER: L PRINT LAST NAME FIRST COUNTY ZONING S� 3 FLOOD ZONE: A FLOOD MAP: 0 95- !0 DESIGNATION: yam,,, h,w/' PA•acvr- n,6T /.✓ �coao �o.� APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITION MAP INFORMATION: DATE OF RECORDINGFEo 3 /y86 LOT10 DEED REFERENCE: LEGAL ACCESS REQUIRED: YES NO � 4 • 2 YES NO BOOK /02- PAGE /'70 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES _ NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PA/Dr TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. --)a 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 7. Connect to a public water supply. 8. Connect to a public sewer system. _ 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 15. Deer Mitigation fees are to 6e paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. �C 20. MV>I aJP0 -M Ta �Autpva.r' I -4,V0 ase 4'NVIA UAr 094AW r,�ocvoiNs M/ !'U/LOrN[s �L�7Gtf1 70 A6,Z T CASK �G/4NN/NG *X 21 . Ate- 67b Tit r*x- ' 4/6. N 7-IN4 S lfo d L a A e, /50 itz of r&>7 VOWAIW AIC19. 'k 22. /414- 6awr-ravcr7-,- s a ic,- Com Pc y wjT/f gcirr4l eaaAlrj 64--W L41L, 044n✓ ik/o/sy xz- e -n e�>" To /t Aley7-N 1,vaaelL (zc lya-. `I a1= X 23. A( -t- /31u s it ^ go r Be G &na R dW /--Ro*ft "/.f rMJ ✓ /0 r NrT O '-- /47?-ylw/Nis AN0 .3o rze"r a`r- /3 d/L D I Nss AV CIA (A✓4 7-1VV TtrKO SG�Yl fun/ k 24. Ab &?WLi(f w0n.1c 0V1&iMi /2/+IAlY ttmsu� 25 'AIO .LN3Wd013A30 4Nb1 31118 d0 A1Nf100 9661 6 l 8VW ®3no3�3� LD 9/95 - C:\WP51VORMS.K\BLDGPERM.CLR t CERTIFICATE OF COMPLIANCE: Residential Page l CF -1R --------------------- Project Title: MARTIN 1788w (BASE CASE) Project Address: SHEEP HALLOW CREEK RD CHICO, CA. Building Title: MARTIN 'i 788vv (BASE CASE) Document Author: BOB METZGER O.D.S. Telephone: 865-9688 or 342-9688 Compliance Method: CALRES2 Version ]3 1 Climate Zone: 1 1 GENERAL INFORMATION Conditioned Floor Area: 1788f2 Building Type: SFD Single Family Detached Building Front Orientation: 270 deg (West) Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION Component Insul Assembly Type R -value U -value Location/Comments Run: 836 03 -May -96 MARTIN 1788w (BASE Building Permit # :Plan Ch,�k /Date � Field Check / Date ------------------------ Door 0 -------- ---------------------------------------- 0.330 Unconditioned Wall 15 0.081 Outside Wall '15 0.081 Unconditioned Floor 0 0.722 Grade Floor 0 0.295 Grade Ceiling 38 0.025 Attiq Slab Perimeter Overhang i 0 0.550 Unconditioned Slab Perimeter Bug Screen 0 0.500 Unconditioned Slab Perimeter Std Drape 0 0.900 Outside Slab Perimeter 2 0 0.720 Outside FENESTRATION OveriQg� None None Area U- :interior Exterior Overhang Frame Orientation (ft2) value Panes Shading Shading and Fins Type --------- Window ----- ----- ----- West i/20.0 0.550 Window West ✓37.9 0.550 Window North Y51.0 0.550 Window East 102.0 0.550 Window East^x'3.3 0.550 Window �1 East6.0 0.550 Window South ✓ 34.0 0.550 Window South 10.0 0.550 Skylight. 16.0 0.800 2 2 Std Drape, Buj Screen Overhang 2 Std Drape Bug Screen Overhang 2 Std Dr;:►pe Bug Screen Overhang 2 Std Dripe Bug Screen OH+Fins 2 Std 1l,_rape Bug Ser.een Overhang i 2 Std 'Drape Bug Screen Overhanglj 2 Std Drape Bug Screen OH+Fins, 2 Std Drape Bug Screen OveriQg� None None None Vint' WdDr/Div Vinyl Vinyl Vin ��► �� _ t v `�i�vl THERMAL MASS Area Thick Type Exposed? (ft2) (i.$) Location,'Conunnents ----------------- ----- ----- ---------------------------------------- Floor Yes 509.0 3.5 Grade Floor No 1175 3.5 Grade Intmassl Yes 45.0 4.0 Interior CERTIFICATE OF COlt•TPLIAN`%'1E: Residential Page 2 CF -IR Project Title: MARTIN 1788w (BASE CASE) Run: 836 03 -May -96 HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 11.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name :Neater Type Htrs Factor (gal) R-val ------------------------------------------------- ---- ------ ------ ----- - 40GALW/1-I Standard 40W/1-1 Storage bas 1 0.61 40 0 WATER HEATEP./BOrLER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------•- ------ 40W/H 76% -- 35.00 -- -- -- CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: MARTIN 1788\v (BASE C -"ASE) Run: 836 03 -May -96 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Spf:ciai Features, Remarks, and Notes section. DESIGNER OR OWNER DOCUMENTATION AUTHOR i RICK MARTIN BOB T,AT2 T LGER O.D.S. 14472 RICHARDSON SP RD. 113 E. WALKER CHICO, CA. ORLAND, CA. 95963 893-0766 865-9688 or 342-9688 Lic #: _ en/1� Signed Date Signed Date ENFORCEMENT AGENCY Name: ' Title: Agency: Telephone: Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Project Title: MARTTNT 1788w (BASE CASE) Run: 836 03 -May -96 Project Address: SHEEP HALLOW CREEK RD. MARTIN 1788w (BASE CHICO, CA. Building Title: MARTIN 1788w (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S. _ Telephone: 865-9688 or 342-9688 Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: 11 ----------------------------------------------------------- ENERGY USE SUMMARY (kBtii/ft2-yr) Energy Use Standard Design Proposed Design --------------- --------------- --------------- Space Heating 18.07 18.99 Space Cooling 11.86 11.28 Water Heating 12.68 11.99 -------- -------- Conll_�lies Total 42.61 42.26 Yes GENERAL INFORMATION Conditioned Floor Area: 1788 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 270 deg (West) Number of Dwelling Units: 1.00 Number of Stories: 1 Floor Construction Type: Slab on grade Number of Conditioned Zones: 1 Total Conditioned Volume: 17284 ft3 Conditioned Footprint Area: 1684 tr2 Ground Floor Area: 1684 ft2 BUILDING ZONE INFORMATION Floor Vent Vent Zone Area Volume Thermostat Height Area Name (ft2) (ft3) Type Type (ft) ---------------------------------------------------- ------ (ft2) ------ House 1788 17284 Conditioned CEC_Standard 2'0" 23.9 OPAQUE SURFACES Surface Area U- Insl Tru Sir Construction Type (ft2) value Rval Azm Tit Gns Type Location/Comments ---------- ------ ----- ---- --- --- --- ------------ ----------------- --------- Zone = .House Door 20.0 0.330 0 90 90 No 30 -Wood Unconditioned Door 17.8 0.330 0 270 90 No 28x68 -Wood Unconditioned Wall 206.1 0.081 15 270 90 Yes W] 5.2x4.16 Outside Wall 237.2 0.081 15 270 90 No W15.2x4.16 Unconditioned Wall 12.0 0.081 15 315 90 Yes W l 5.2x4.16 Outside Wall 498.0 0.081 15 0 90 Yes WI 5.2x4.16 Outside Wall 455.7 0.081 15 90 90 Yes W15.2x4.16 Outside Wall 82.0 0.081 15 90 90 No W1 5.2x4.16 Unconditioned Wall 450.0 0.081 15 180 90 Yes W15.2x4.16 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: MARTIN 1788w (BASE CASE) Run: 836 03 -May -96 OPAQUE SURFACES continued Surface Area U- Insl T i -i Sir Constraction Type (ft2) value Rval Azm Tit Gns Type Location/Comments ---------- ------ ----- ---- --- --- --------------- -------------------------- Wall 12.0 0.081 15 225 90 Yes Wl 5.2x4.16 Outside Floor 509.0 -- 0 -- 180 No S!abl40E Grad,-- Floor rad,Floor 1 175.0 -- 0 -- 180 No Slab 140C Grade Ceiling 1533.0 0.025 38 -- 0 Yes 838.2x4.24 Attic PERIMETER LOSSES Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments ------------------- ------ ----- ------ ---------------------------------- Zone = House Exposed 60" 0.550 0 0 Unconditioned Covered 36'0" 0.500 0 0 Unconditioned Exposed 22'0" 0.900 0 0 Outside Covered 114'0" 0.720 0 0 Outside FENESTRATION SURFACES Fenestration Area Tru Open Frame Charactr Name Type (ft2) Azm Tit Type Type Name Comments -------------- ---- ----- --- ------------------------------ ---------------- Zone = House F1 IFRTDR Wind 20.0 270 90 Fixed WdDr/Div OPER/std F12 Wind 8.9 270 90 Fixed Vinyl OPERIstd F13 Wind 20.0 270 90 Fixed Vinyl 0'PF4Jstd F14 Wind 9.0 270 90 Slider Vinyl OPER/std FL11 Wind 10.0 315 90 Slider Vinyl OPER/std k-/ I_111 Wind 9.0 0 90 Slider Vinyl OPER/std L12 Wind 16.0 0 90 Slider Vinyl OPF'G'std BL11 Wind 8.0 0 90 Fixed Vinyl OPE*RIstd BL12 Wind 8.0 0 90 Slider Vinyl OPER/std B l 1 Wind 16.0 90 90 Slider Vinyl OPE /std B12SGD Wind 40.0 90 90 Slider Vinyl OPER/std B31 SGD Wind 40.0 90 90 Slider Vinyl OPER/std B32 Wind 6.0 90 90 Slider Vinyl OPER/std B.51 Wind 33.3 90 90 Slider Metal OPER/std BRI I Wind 8.0 90 90 fixed Vinyl OPE:R/std BR12 Wind 8.0 90 90 Slider Vinyl OPER/std R11 Wind 6.0 180 90 Slider Vinyl OPER/std R12 Wind 14.0 180 90 Slider Vinyl 0PE-PUstd R13 Wind 14.0 180 90 Slider Vinyl CPE-Wstd FRI I Wind 10.0 225 90 Slider Vinyl OPER/std SLI Skyl . 8.0 -- 0 Fixed Vinyl DblSkylt SL2 Skyl 8.0 -- 0 Fixed Vinyl DblSkylt COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: MARTIN 1788w (BASE CASE) Run: 836 03 -May -96 GLAZING CHARACTERISTICS Charactr Glazing 4 of U- SC'GIs Interior SC Int Exterior SC Ext Name Type :Panes value Only Shade Type Shade Shade Type Shade ------------------ 7 --- ----- ----- ---------------- ---------------- ------ OPER/std Clear 2 0.550 0.880 Sid Drape 0.780 Bug Screen 0.870 DblSkylt Clear 2 0.800 0.880 None 1.000 None 1.000 OVERHANGS Fenestration -------------------------- Above Left Riht Name ------------ Height Width Depth Glazing Extension Extension FIIFRTDR ------ ------ --------------- 6'8" TO" 9'0" ------------------ 411 3210f1 23'0" F12 61811 114i1 91011 4" 30'6" 7612" 1713 51011 41011 910" 4" 2316" 3016" F14 3'0" 3'0" 9'0" 4" 1010" 4510" FLI 1 51011 2'0" 13'011 41' 26,'01' 140" L 1 310" 310" 91011 411 31'0" 1110" L12 41011 4'011 9'0" 4" l5'0" 260" B L 11 41011 21011 1611 2 91411 31011 31011 1 2 BL1 4f0" 21011 216-1 411 310" '310" Bl 1 41011 41011 910" 411 1410" 1 2'611 1 B12SGD 61811 61011 9'011 411 116" 2310" B3 I SGD 611 61011 216" 411 15'811 11011 B32 31011 210" 21611 4" 2;` " 1 S.0„ B51 61811 5101' 216" 411 3;011 TO" M r ` r BRI 1 4'0" 210" 2'6" 9'4" 310" 3'0" B R 12 4'0" 210" 216" 4" 310" 310" R 1 l 3'0" 2'0" 118" 418" 3':;'0" 3'u" R 12 3'6" 410" 1'8" 4'8" 15'0" 166" R13 3'6" 4'0" 118" 418" 510" 2616" FRII 5'0" 210" 13'0" 4" 12'0" 51'0" FINS Left fin Right fin Fenestration Exten Dist Exten Dist -------------------------- Fin Fin' above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing - ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ 1311 ----- B11 410" 410" 11'0" 18'0" 1114" 14'0" -- B12SGD 618" 6'0" 1110" 1810" 1114" 116" -- B3 l SGD 618" 610" -- - -- -- 1 1'0" 181011 11'4" ,'0" B32 310" 210" -- -- -- -- i 1'0" 1810" '111411 1810" R11 3'0" 210" 13'0" 910" 214" 3010" -- -- R12 3'6" 410" 1310" 910" 214" 15'0" -- -- - R13 3'6" 410" 1310" 9'0„ 2'4" 510" - -- -- -- COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: MARTIN 1788w (BASE CASE) Run: 836 03 -May -96 THERMAL MASS Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- Zone = House Slab -Exp 509.0 3.5 28 0.98 Slabl40E 0.92 Grade Slab -Covered 1175 3.5 28 0.98 Slab I40C 2.92'Grade Brick 45.0 4.0 23 1.33) Brisk 0 Interior HVAC SYSTEMS System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = House GasFurn.78 Furnace 0.78 AFUE . Attic 12-4.2 ACsplitI l Air.cond. -- central split 11.00 SEER Attic R-4.2 WATER I-1EATfNG SYSTEMS Distrib Water Water 4 of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------------------------------------------- ---- ------ ------ ----- 40GALW/H Standard 40W/H Storage gas 1 0.61 40 0 WATER HEATER/BOILER DETAILS Water Recovery Input Standby Tank Light Heater Name Ffficiency AFUE (kBtuh) Loss R -value (Btuh) 40W/H 76% -- 35.00 310 B Salem Street Butte County Building Department 7 County Center Drive Oroville, CA 95965 • Chico, Califomia 95928 • (916) 342-5991 Fax (916) 342-1553 3 May 1996 Mr. Rick Martin asked for a building envelope noise assessment of the plans for a new single family home to be built on Sheep Hollow Creek Road, northeast of Chico. The parcel.for this home is approximately one mile southeast of the Chico Municipal Airport. Figure 12.1 in the Master Environmental Assessment for the new General Plan indicates that the site is outside the 55 Ldn contour. Cohasset Road is the main connector road in the vicinity of Sheep Hollow Creek Road, but traffic volumes are so low that no effect on the new home is. anticipated. Construction drawings for this house indicate a porch around three sides, shading a majority of the window area from direct effects of aircraft over- flights. Windows will be double glazed, with 1/8 inch lites and a 3/8 inch space, providing a minimum attenuation of 32 decibels at 1000 cycles. Transmission through solid wall components will be approximately 42 decibels. Roof/attic/ceiling construction will produce 58 decibels of attenuation. Peak events from overflights of fire suppression aircraft departing south- ward produce levels of over 80 decibels at this location. The normal day night levels (Ldn) are approximately 52 dB. Wall and window attenuation of the house under construction will reduce the interior Ld-n to below 20 decibels from aircraft and automobile traffic. Alber J. Principal Analyst }{ c'71 — o 0 9 y 2Z. 3//.`// s -c' e_ 00 And when recorded mail to: Building Division 07 Countv Center Drive Oroville. *Cr. 95965 AGRICULTURAL STATEMENT OF ACI4NOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment, to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers: and from the pursuit ' of agricultural operations including, but not limited to cultivation, plowing, spraying. pruning, and harvesting which occasionally generate dust, smoke. noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or -discomfort from normal, necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: SEE EXHIBIT "ONE" ATTACHED FOR.LEGAL DESCRIPTION Date:March 14, 1996 PROP TY WNERS: Rick artin State of California ) County of Butte ) On 3-14-96 before me, the undersigned personally appeared Rick -B. Martin '`***'`*****��': `****�*' *******' ***^**�******** personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted. executed the instrument. WITNESS my hand and official seal.>aunaumoasuuulnnuut,wulna,luunuuuwuluuu►■ OFFICIAL SEAL rri 958543 M� -m MARY ANN ROSS M PUBLIC - Sign aturc GC/'tt a 1: ti NOTARYCOUNTYOF BUTTE CALIFOpN1AN CQ My Commissfon Expires March 31, 1998 gIl1II111tI11,1l1tI71l,11„1111111,715tt111111lII,gll{IIIlf11111I1ltll,0 ,.P. y1 - 0/0 - oyy Order No.: 2/55221 MAR LEGAL DESCRIPTION EXHIBIT "ONE" All that certain real property situate in the County of Butte, State of California, being more particularly described as follows: PARCEL I: Parcel 2, as shown on that certain Parcel Map, being a portion of Section 2, Township 22 North, Range 1 East, M.D.B.& M., which Parcel Map was filed in the office of the recorder of the county of Butte, State of California, on February 3, 1986, in Book 102 of Maps, at pages 69 and 70. RESERVING THEREFROM an easement for ingress and egress and public utilities over Sheep Hallow Creek Road and Allison Meadow road as shown on the above map: PARCEL II: An easement for ingress and egress and public utilities over Sheep Hallow Creek Road and Allison Meadow road as shown on that certain parcel Map, being a portion of Section 2, Township 22 North, Range 1 East, M.D.B. & m., which Parcel Map was filed in the office of the Recorder of the County of Butte, State of California, on February 3, 1986, in Book 102 of Maps, at pages 69 and 70. PARCEL III: A non-exclusive easement for road and public utilities over Parcels 1, 2 and 3 known as Allison Meadows Road and Vispera Drive and shown on that certain Parcel Map, which was filed in the office of the recorder of the County of Butte, State of California on July 15, 1983,in Book 93 of Maps, at page 22. PARCEL IV: A non-exclusive easement for road and public utility purposes over the Easterly 30 feet of the Northwest quarter of the Southwest quarter of Section 2, Township 22 North, Range 1 East, M.D.B. & M. PARCEL V: A none -exclusive easement for road and public utility purposes over the East 30 feet of the Southwest quarter of the Southwest quarter and over the West 30 feet of the Southeast quarter of the Southwest quarter and over the South 60 feet of the Southwest quarter of the Southwest quarter of Section 2, Township 22 North, Range 1 East, M.D.B. & M. End of Legal Page 5 1%, NAE L -P. A"I. Al -• f M r District Identification No.'7�� School District certifies that (Applicant) 114 Q `7 4YM S eµ. 1. 8gis-00 (o /0 (Street Address)''* . f' (Phone Number) 1, �/ 73 (City) (State) (Zip ode) WQ' has complied with the requirements of Resolution No. �j 79^1� by payment of $aU rQpresenting square feet. As 2926 $ FULL MITIGATION $ School DistritrAepresentative Date Paid by Check # JRemarks: Bank Number Paid by Cash If, subsequent to the School.District Representative signing this Butte County Schools Impact Fee Certification Form, the Schi, o&•District is notified by the applicable Local Planning Agency that this project is being reviewed under the Cal ifofnia=Environmental Quality Act (CEQA), this project may be subject to additional school fees to fulIVmitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) . feeformmk, (, f/9a)amm 4 I �i... ._ � _.. ..L� i'r•'k',"v.-,'.�, �iw�.ss.�.:yL ��Yi`.�c;,,^,A•�+L�'I�'f•r�i',•`'ltr^,�yi(7�:wtisdil`7.�1W.:t"�"l}f'��7/-q%.`IVvyiuMl+.r;:'�""�q�.�f+r'.. �.�•..-.. BUTTE COUNTY SCHOOLS IMPACT IFEE CERTIFICATION FORM (One Form Per Building) School District ��� Building Department No. A.P. Number 01/$^610- "VO Jurisdiction: City ] County 3.y Property Owner. I0 -x Q r4:1 in Property Location/Address Subdivison Lot No. Residential Development0 Sq. Footage No. of Living MHI Addition (Group R) Units Commercial/Industrial = Sq. Footage New Addition (Including Exterior Roofed Areas) s Building Department Representative Date 4 (Floor Plans reviewed by School District Personnel) If (City) has complied with the requirements of Resolution No. representing a Llsquare feet. hool District Represe (Phone Number) (Zip Code) ,/ / by payment of $ AB 2926 $ FULL MITIGATION $ Date Paid by Check # Remarks: Q L Bank Number J Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) teeform.wk, (11/94)dmm 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 The proposed project does not conform to the requirements for Conventional Construction and is "Unusually Shaped" due to the items listed below: ❑ 2326A.4 Unusually shaped buildings. When of unusual shape as defined in Section 2326.5, Item 4, buildings of light -framed construction located in Seismic Zone 3 shall have a lateral -force -resisting system designed to resist the forces specified in Ch. 16. ❑ 2326.5.4 Unusually shaped buildings. When of unusual shape, buildings of light -frame construction shall have a lateral -force -resisting system designed to resist the forces specified in Chapter 16. One or more of the following shall be considered to constitute an unusual shape: ❑ 23265.4.1 When exterior braced wall panels, as required by Section 2326.11.3, are not in one plane vertically from the foundation to the uppermost story in which they are required. EXCEPTION: Floors with cantilevers or setbacks not exceeding four times the nominal depth of the floor joists may support braced wall panels provided: 1. Floor joists are 2 inches by 10 inches or larger and spaced at not more than 16 inches on center. 2. The ratio of the back span to the cantilever is at least 2 to 1. 3. Floor joist at ends of braced wall panels are doubled. 4. A continuous rim joist is connected to ends of all cantilevered joists. The rim joist may be spliced using a metal tie not less than 0.058 inch (16 galvanized gage) and 1 '/2 inches wide fastened with six 16d nails. 5. Gravity loads carried at the end of cantilevered joists are limited to uniform wall and roof load and the reactions from headers having a span of 8 feet or less. 10 2326.5.4.2 When a section of floor or roof is not laterally supported by braced wall lines on all edges. EXCEPTION: PortionS f roofs or floors which do not support braced wall panels above may extend up to 6 feet beyond a braced wall line. ❑ 2326.5.4.3 When the end of a required braced wall panel extends more than I foot over an opening in the wall below. This provision is applicable to braced wall panels offset in plane and to braced wall panels offset out of plane as permitted by Section 2326.5.4.1, exception. EXCEPTION raced wall panels may extend over an opening not more than 8 feet.in widthwhen the header is a 4 -inch by 12 -inch or larger member. ❑ 2326.5.4.4 When an opening in a floor or roof exceeds the lesser of 12 feet or 50 percent of the least floor or roof dimension. 112326.5.4.5 Construction where portions of a floor level are vertically offset such that the framing members on either side of the offset cannot be lapped or tied together in an approved manner as required by Section 2326.8.3 EXCEPTION: Framing supported 'directly by foundations. 'X2326.5.4.6 When braced wall lines do not occur in two perpendicular directions. ❑ 23265.4.7 Other configurations which, in the opinion of the building official, create irregularities or discontinuities which are not addressed by Section 2326. 2326.11.3 Braced wall lines shall consist of braced wall panels which meet the requirements for location, type and amount of bracm' specified in Table 23 -I -W and are in line or offset from each other by not more than 4 feet. Braced wall panels shall start at not mo a than 8 feet from each end of a braced wall line. All braced wall panels shall be clearly indicated on the plans. The plan check cannot be completed until Lbis item is done. l Please revise your plans to comply with the above or provide engineering. Sincerely, Linda Sexton, Plan Checker 2. i Eatte Counts BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: 1916) 538.2140 MARTIN 4/29/96 Re: 96-0548 A.P.# 48-010-044 With reference to the above subject, attached is: [ XJ Plan Check List [ ] Red Marked Calculations [ ) Red Marked Plans [ ] Other Action Required: [ Comply With Plan Check List [ ] ResubmitlPlans with Revisions As Required [ ] Return All Original Material=_ and Revised Plans to the Building Department [ ) Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, LINDA SEXTON Permit Applicant: MARTIN Permit Number. 96-0548 Anessor Parcel Number: 48-010-044 Date: 4-29-96 The above referenced building . p1mv were reviewed by fists office. Provide additional inf rmation and/or make revisions to plans, specifications and calculations as foAaws: THE DEN AND GAME ROOM ARE LIVING AREAS. THEY MUST BE CONDITIONED SPACE AND •-/ INCLUDED IN THE ENERGY CALCS AND SCHOOL DISTRICT FEES. &2. 2 X 12 FLOOR JOISTS AT 16"O.C. - MAX 10110". L3: YOUR PARCEL MAP REQUIRES A NOISE ATTEN.ATION LEVEL OF 45DB CNEL. YOU NEED T /HAVE nNOISE STUDY DONE. 0 Wl PLEASE INDICATE THE SIZE OF THE STUDS YOU ARE USING AND THE HEADER SIZES. 5. WHERE DID 10 COME FROM? IS THAT ENGINEERING? IF SO, THE PLANS NEED TO BE STAMPED AND SIGNED BY THE ENGINEER OR ARCHITECT AF -ER ALL OF HIS REQUIREMENTS HAVE BEEN PUT ON THE PANS. 6. YOU NEED LATERAL -DESIGN BY AN ARCHITECT OR ENGINEER AT THE FRONT (ENTRY AND DINING ROOM) OF THE HOUSE DUE TO LACK OF BRACING. 7. YOU NEED LAT RAL DESIGN AT THE GARAGE. SEE SEC 2326.5.4.6 AND 2326.4.1 , 1994 UBC). ALL ENGINEERING REQUIREMENTS NEED TO BE PUT ON PLANS AND PLANS STAMPED AND SIGNED BY HE ENGINEER. 8. DETAIL 9 IS NOT ADEQUATE. 9. DETAIL 3A IS NOT ADEQUATE. CANNOT RIP STUDS. 10. ENERGY CALCS EED TO REFLECT GAME ROOM AND DEN. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M. Monday through Thursday. LINDA SEXTON - PLAN CHECKE# . , -y- ';.. 13.25 2.00- 0.688 0.250. 3.500 R0.25 3/16 ,7- -SYMMETRICAL 5.625 3/16 3/16 (INNER WELD) 11 �3/16 3/8\ -T �RO.375 0.250 1/2" ;;P 1.25" MIN 3/16 IL CENTER PLATE 1/4 (OUTER WELD) TYPICAL BRACING 1/2 V 112 N ?oFSS/ONgl .. CONNECTION G. 1/2 ........ -�o c Lli jA 317 4 of 0 C4\ FLANGE CONNECTIONS OFWC GUY LUG WELDMENT K.G.C. K.H.B. C ADDED 30* ANGLE DIMENSION IN 4 GUYED SECTION. 06-18-2007 06-18-2007 (SEE BWC DRAWING 11404) B ADDED -3 TOP SECTION; 3/4" END GIRTS WERE 1.5 X 0.5; ADDED PAGE 2 K.G.C. T.E.H.05-23-07 05-23-07 A END GIRT MOVED 1/2"; NO CHAMFER. K.G.C. T.E.H. ADDED BASE CONSTRUCTION DETAIL. 05-2,3-o3 05-23-03 2 2 - 114045 SUPPORTSTRAP 1/04" A36 LTR REVISION BY APP'D 1 1 - 114044 CENTER PLATE ' 112" A36 1 1 11404-3 CHANNELBRACE C7XI2.25 A36 TOLERANCES BERGEY WINDPOWER. 4 4 11404-2 GUY LUG 112" A36 NOTES: - - 1 11504 BASEPLATE 1/2"A36 UNLESS OTHERWISE DRAWN TITLE 1. MATERIAL -STEEL, A529-G5O / AS NOTED. - OLT INSPECTION 6 FLANGE BOLT 1 3 1 - 3 6 11503 11502 TOP PLATE TRIANGLE FLANGE 3/4"A36 3/4" A572 -G50 SPECIFIED K.G.C. 09-20-2002 GL18 TILT TOWER 2. TORQUE - 1 - 11201 SWITCH BOX BRKT. 1/4" A36 = +.060 CHECKED (�.�QUIRED PER Y BC -170-1.6. - 1 - 11118 WINCH BRACKET 1/4" A36 •X SECTIONS - 6 - - -11 TOP GUSSET 2X2X1/2 A36XX ±.030 6 6 6 6 -8 GIRT (END) 3/4" DIA •= APPROVED 1 1 7 49 92 101 18 18 18 1 -7 DIAGONAL 5/8" DIA xxx = + 0 5 39 72 81 15 15 15 15 -6 GIRT (INNER) 5/8" DIA .01 DWG NO. N18 1 3 29 52 61 3 3 3 E 3 3 -5 SIDE RAIL 1.25" DIA SCALE 115 5 0 C 4 41-21 -1 FIRST SECOND 4 -3 -2 -1 1 PAGE 2 OF 2 NONE r NO. REQ'D. GUY LEVELS (FT) TOWER HEIGHT (FT) NO. REQ'D. PART NO. DESCRIPTION REMARKS 1e 3.00 0.5 NOM 0.5 NOM -1 LEFT ANCHOR BRACKET -SHOWN -2 RIGHT ANCHOR BRACKET -MIRROR IMAGE 0.5 NOM -5 51 -3 9?0 ESSIOAl G. c� m u.i M31794 X D_ s� CH ti Q�\� qTF OF CAL��O MATERIAL: STEEL ASTM A572 -GRADE 50 ORAS NOTED D CHANGED MATERIAL SPEC TO ASTM A572-50 FOR -3, -4 & -5, K.G.C. T.E.H. REDESIGNED BASE PLATE -3 AND SHORT TAB -5. 07-20=2007 07-21-2007 C K.G.C, ADDED 9/16" HOLE IN ITEM -7, 08-03-2004 B K.G.C. DIGITIZED DRAWING 08-21-2002 ADELETED 5/16" HOLE IN ITEM -7. 03-08-2002 03-08-2002 LTR REVISION BY APP'D 1/2' A36 1/2' A36 1/2' A572-50 1/2' A572-50 1/2' A572-50 -2 -1 N❑, REQ'D. PART N❑. DESCRIPTI❑N/MATERIAL REMARKS TOLERANCES BERGEY WINDPOWER UNLESS OTHERWISE DRAWN TITLE SPECIFIED o6Gao=z000 SIDE ANCHOR CHECKED .x = ±.060 BRACKETS .XX + -.030 .030 APPROVED .XXX = ± .010 SCALE DWG NO. PAGE 1/2 N❑NE 11409. D 1 1 11409-7 OUTSIDE GUSSET 1 1 11409-6 INSIDE GUSSET 1 1 11409-5 OUTER LUG 1 1 11409. 4 INNER LUG 1 1 11409-3 BASE PLATE - - 11409-2 BRACKET ASS'Y-LEFT - - 11409-1 BRACKET ASS'Y-RIGHT D CHANGED MATERIAL SPEC TO ASTM A572-50 FOR -3, -4 & -5, K.G.C. T.E.H. REDESIGNED BASE PLATE -3 AND SHORT TAB -5. 07-20=2007 07-21-2007 C K.G.C, ADDED 9/16" HOLE IN ITEM -7, 08-03-2004 B K.G.C. DIGITIZED DRAWING 08-21-2002 ADELETED 5/16" HOLE IN ITEM -7. 03-08-2002 03-08-2002 LTR REVISION BY APP'D 1/2' A36 1/2' A36 1/2' A572-50 1/2' A572-50 1/2' A572-50 -2 -1 N❑, REQ'D. PART N❑. DESCRIPTI❑N/MATERIAL REMARKS TOLERANCES BERGEY WINDPOWER UNLESS OTHERWISE DRAWN TITLE SPECIFIED o6Gao=z000 SIDE ANCHOR CHECKED .x = ±.060 BRACKETS .XX + -.030 .030 APPROVED .XXX = ± .010 SCALE DWG NO. PAGE 1/2 N❑NE 11409. D � 09/16 y 8.000 7.022 �- �-- 2.500 -4 LONG TAB 7/8 4 HOLES IF 6.000 Di 7r, T 6.341 3.264 -5 SHORT TAB 1 i 1.700 3/16 2.600 09/16 1.0 4.000 4.000 --I �--1.100 —1.0 OQ�C)fESS -6 MID GUSSET 3.200 Lu M317£ 5.225 -7 TRIANGLE GUSSET a S�9 �FCHAT' F OF C MATERIAL; STEEL ASTM A572 -GRADE 50 ORAS NOTED '5.385 7.88 10.93 7.931 (b-7 11 + R1.5 TYPICAL 9.00 -3 BASE PLATE 1 1 11409-7 OUTSIDE GU-SSET 1/2' A36 1 1 11409-6 INSIDE GUSSET 1/2' A36 1 1 11409-5 OUTER LUG 1/2' A572-50 1 1 11409-4 INNER LUG 1/2' A572-50 1 1 11409-3 BASE PLATE. 1/2' A572-50 - - 11409-2 BRACKET ASSY-LEFT - - 11409-1 BRACKET ASSY-RIGHT -2 -1 NO. REQ'D. PART NO. DESCRIPTION/MATERIAL REMARKS TOLERANCES UNLESS OTHERWISE SPECIFIED .X = ± .060 .XX = ± .030 •XXX = ± .010 PAGE 2/2 BERGEY WINDPOWER D CHANGED MATERIAL SPEC TO ASTM A572-50 FOR -3, -4 & -5. REDESIGNED BASE PLATE -3 AND TABS -4 AND -5. K.G.C. 07-20-2007 - T.E.H. 07-21-2007 DRAWN K. G. C. - 06-30-2000 TITLE SIDE ANCHOR BRACKETS ADDED 9/16// HOLE IN ITEM =7. K.G.C. 08-03-2004 CHECKED - B B DIGITIZED DRAWING K.G.C. 08-21-2002' APPROVED A DELETED 5/16" HOLE IN ITEM -7. 03-08-2002 03- 8-2002 DWG NO. 11409 D SCALE NONE LTR REVISION BY APP'D t n' T4 V �, X120° TYP 2 11404- ` - BASE SECTION ° 4 0 11503 -- , 30 ' --- j 30° 11502 I 1.25" MIN -� 1.5" MIN 19.4 TYP 19.0 TYP (TOP SECTION ONLY) NOTE ORIENTATION 1 2011 OF PLATE 11201. 12011 11201 11118 SS, 11404-2 P,�,pF 11404-2 �c�� N G. 5 co r _8 - 0 LLI CC kill 79• 1.25" M I N N 11504 18.00 ° I NO f PLATES ON SHORT FACE 3 O 1.25" MIN 1.25" MIN O T'L/FC F of c TOP GUYED SECTION SECTION K.H.B. WINCH PLATE C ADDED 30° ANGLE DIMENSION IN -4 GUYED SECTION. 06-18-2007 06-18-2007 STANDARD DISCONNECT SWITCH PLATE B ADDED -3 TOP SECTION; 3/4" END GIRTS WERE 1.5 X 0.5; ADDED PAGE 2 05-23-07 05-23-07 SECTION A END GIRT MOVED 1/2"; NO CHAMFER. ADDED BASE CONSTRUCTION DETAIL. 0'23-0 H. T 2 3 2 2 11404-5 SUPPORT STRAP 1/4X4" A36 LTR REVISION BY APP'D 1 1 - - 11404-4 CENTER PLATE 1/2" A36 1 1 11404-3 CHANNELBRACE C7X12.25A36 TOLERANCES BERGEY WINDPOWER 4 4 - - 11404-2 GUY LUG 1/2" A36 NOTES: - - 1 11504 BASE PLATE 1/2"A36 UNLESS OTHERWISE DRAWN TITLE 1. MATERIAL -STEEL, A529 -G50 OR AS NOTED. - 1 6 3 - 11503. 3 6 11502 TOP PLATE TRIANGLE FLANGE 3/4"A36 3/4"A572 -G50 K.G.C. SPECIFIED 09-20-2002 GL1'8 TILT TOWER 2. FLANGE BOLT TORQUE INSPECTION MAY BE REQUIRED PER UBC 1701.6. 1 - 11201 SWITCH BOX BRKT. 1/4" A36 CHECKED = ± - - 1 - 11118 WINCH BRACKET. 1/4" A36 .X .060 SECTIONS 6 - - -11 TOP GUSSET 2X2X1/2 A36 vv - ± 6 6 6 6 -8 GIRT (END) 3/4" DIA '^^ •O3O APPROVED 1 1 1 7 49 92 101 18 18 18 18 -7 DIAGONAL /8" DIA .XXX =- .O 10 DWG N0. 1 1 1 5 39 72 81 15 15 15 15 -6 GIRT (INNER) /8" DIA 1. 1 1 3 29 52 61 3 3 3 3 -5 SIDE RAIL 1.25" DIA SCALE C a 3 2 -1 FIRST SECOND -4 3 2 1 PAGE 1 O F 2. NONE11550 NO. REO'D. GUY LEVELS FT TOWER HEIGHT FT NO. REQ'D. PART NO. DESCRIPTION REMARKS 308o z�oratree, #2s Chico, Califon -iia 95973 pAee TOOL ' office: �530� 899-8988 � Cell: �530� 624-3639 • Liceuge #: 833994 i