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Home My WebLink About065-100-001t A P HARRY Mc KEEN 65-10-01 onw/s- Humbug Nimsbow Rd. app. 3/8 mi. no. (5f Skyway, De Salbac Permit 2912-73P,E 1 -71 (utilities for mobi� ebig)� AP 65-10-1 HARRY McKEEN W/S Humbug N w R , app. 3/8 mi g De a./ N'of Skyway, De a -Permit# 40394BPE'Xpqrt, storage, ba & covered' walkway)MH Li 065-100-001, PERMIT#97-0929 PARVIN; Jack 15353 Humbug Rd.., Maga-lia Retag Ele Ser/SF T -PERMIT#98-1 373 065-100-001 373 RIZZO, Peter & Barbara 15353 Humbug Rd., Magal' ) ta New Simile%FQa ly. ref 0652100-'001. 05-2464 DAVID & YATES ,.ANDERSON, 15353 HUMBUG RD, M* AGAIIA Cont:DWNERS tc'��,^ ^ ,� � i ( �. ELEC &. PLUMBING 065-100-001.; 'Arl-0153 ANDERSON, DAVID 15353 HUMBUdRD, Cont: OWNER CONVERT CABIN TO 065-100-001 06-0224 ANDERSON, YATES, DAVE, BLANCHE 15351 HUMBUG, MAGALIA Cont: MICHAEL RUTLEDGE NEW SINGLE FAMILY N, r- a 46 �I LO r 4 � 1 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.net/dds ADMINISTRATION * BUILDING * PLANNING March ' 15, 2006 Blanche Yates David Anderson 15353 Humbug Road Magalia, CA 95954 CERTIFIED MAIL Re: Administrative Permit, ADM 06-15 APN 065-100-001 Dear Blanche Yates & David Anderson: Enclosed is your validated Administrative Permit No. ADM 06-15 to allow a temporary mobile home on property zoned AR -2-1/2 (Agricultural -Residential, 2 -1/2 -acre parcels). The property is located on Humbug Road, 1/2 mile southwest of the Humbug - Skyway intersection (above Magalia). Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Michelle R Godinez' Office Specialist, Senior Enc. cc: Land Development Division (g) Building Division (y) Environmental Health (p) Department of Forestry (gld) GIS (vi) 4 ADMINISTRATIVE PERMIT for TEMPORARY MOBILE HOME TO: Blanche Yates & David Anderson FROM: Tim Snellings, Director - Development Services DATE: March 1, 2006 FILE #: ADM 06-15 PURPOSE: Administrative Permit for Blanche Yates and David Anderson on APN 065-100- 001 for a temporary second dwelling to be located on Humbug Road, 1/2 mile southwest of the Humbug - Skyway intersection (above Magalia), on property zoned AR -2-1/2 (Agricultural -Residential, 2 -1/2 -acre parcels) / WP (Water Protection Overlay). PERMIT REQUIREMENTS: Approval for a temporary second dwelling is subject to the following requirements: 1. A mobile home certified under the 1974 National Mobile Home Construction and Safety Standards Act. Occupancy of the mobile home shall be limited to Al & Janet Anderson. An affidavit attesting to the relationship of the involved parties was submitted with the permit application. 2. No rent is to be charged to the occupant of the mobile home. 3. The temporary mobile must meet the requirements of the Butte County Environmental Health Department for domestic water supply and sewage disposal. The granting of this permit does not remove the requirement of obtaining the appropriate permits from other Divisions, Departments, or Districts. 4. The siting of the mobile home shall be exempt from the site requirements of the residential zoning district, except as required by Butte County Code Chapter 24, and the Butte County Code Chapter 28A. The mobile home is declared to be a temporary use on the property, accessory to the primary unit, and shall not be placed'on a permanent foundation. Additionally, a temporary mobile home shall not be permitted on a lot or parcel where there is an approved Second Unit. 6. The permit shall be granted for a term of two years. Extensions of the term for the permit, not . exceeding one year for each extension, may be granted if the application for the extension is filed with the Planning Division within 60 calendar days prior to the date of expiration. The mobile home shall be vacated upon expiration, or revocation, of the Permit and removed within one hundred twenty (120) days after expiration of the Permit. If it is not removed within one hundred twenty (120) days, the County shall remove said mobile home and store it at the owner's expense. The Permit may be revoked if any of the terms or conditions of the Permit are violated, or if any acts or omissions of the permittee, in connection with the use authorized by said Permit, constitute a public nuisance. 9. The applicant must maintain a bond or deposit in the amount of $1,500 for a single -wide mobile home or $2,000 for a double -wide mobile home. Permittee Signature CCJ% Date CCff T arles Thistethwaite lbate BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES . BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class License Number: Date: 4/g- 6 Contractor. �% @� if%�� 77� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's 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 penally of not more than rive hundred dollars (8500).): ❑ I, as owner of the properly, 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' Stale License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Dale: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: 1 certify that In the performance of the work for which this permit Is issued, I shall not employ any person In any manner so as to .Become subject to 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: Applicant: ��/ �yEZ A �I - WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars (8100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit Is Issued (Sec 3097 Civ.) PERMIT NO. BP060224 Issued Date: 04/18/2006 APN: 065-100-001-000 Site Address: 15353 HUMBUG RD MAG Map Index: Description: nsf (1494), gar (460), open (300) Owner: ANDERSON DAVID B & YATES BLANCHE 2080 CALISTOGA RD SANTA ROSA, CA 95404-8618 Applicant: PARADISE CONSTRUCTION 6341 LUCKY JOHN ROAD PARADISE, CA 95969 530-872-2602 Contractor: PARADISE CONSTRUCTION 6341 LUCKY JOHN ROAD PARADISE, CA 95969 530-872-2602 License #: 452141 Architect: Engineer: Total Square Ft: 2254 S.F. Valuation: $111,150.00 Census Code: This to do By:(Z--, PERMIT EXPIRES under a aFY ble provisions of the Butte County Code and/or ated bove ich fees have been paid. 9 A iLC/"N _ . i Address: I(Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and slate laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize repr$sentatives of Butte County to enter upon the above mentioned property for inspection purposes. _ 1-� Print Name:`./0IC/11Ah 4 y-71 Signature: Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01.16-04 pg 1 UTr BUTTE COUNTY O 0 DEPARTMENT OF DEVELOPMENT SERVICES 0 ° BUILDING PERMIT APPLICATION o o AND SUBMITTAL REQUIREMENTS 0 - 0 24 HOUR rNSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 O ==� -_�: 0 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION CO(fN.�y Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" CONTRACTOR OWNER INFORMATION Last Nae _ Zk rte✓- olw War irst Name Addres '�— Ute' E-mail City !Y/.A CA / State ) Zip Phone 7 �S3 ff Fax E-mail CONTRACTOR Name Address City .A,414 State Zip Phone Fax E-mail Lic. #121/y/ Class ARCHITECT/ENGINEER Name Address SZ -26 &«k< E-3> City PA4AP(S E State ("6 Zip4S 1365 PhoneFax " E-mail State License Number APPLICANT SIGNATURE X� For office use only: APPLICANT INFORMATION Name (� 611tlTi 7-6 k . Address SRA City No State Zp Phone Map Book Fax E-mail Planner APPLICANT SIGNATURE X� For office use only: Zoning Property Address Flood Zone Cross Street SRA Yes2 No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K•\Fr)RMC\Ri III nimr-, Fr)RhA.\RlrinAnnlCiihRnmts finr. I, u PERMIT NO. PROJECT LOCATION AP# Property Address City Cross Street WORKER'S COMPENSATION Policy Number NIA Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. SMIP Other LENDING AGENCY Name Address aae 1 of Description or Scope of Work: �' D U1'1s • Sq FT- Livin!,gft Garage 7 Uv Open i coC Ll Structure Built Mthout Permits/ ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received be �-r Amount: D a Bldg (P72� y SRA Receipt #- Sheriff b01(J Vl� /V SMIP Other Date: �v N/' h &5— Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply' for a - permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate,. wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form . ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. O 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 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 . PERMIT APPLICATION DATA SHEET OWNER: �r� Sox /r%�L ASSESSOR PARCEL NUMBER o r /Gy r C70/ Proposed Building Use: N -57-' Permit Technician: G� Date: 2-1-06 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. /A/ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. a l Ai 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. \ I N 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. A/ 4. Engineered truss details and layouts in duplicate. No faxesl �❑ 5. Letter from Engineer or Architect for truss design review. /N 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 fnd 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. 0 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings \ ❑ 12. Hazardous Material Form N 13. Acknowledgement of building permit application without required clearances. ❑ 14, Other \ Remai in ems needed to issue the permit. (May require additional plan review upon receipt of the following items.) J� Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable O16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by Soils Report and/or Engineered Foundatidn required............................��.............. Erosion Control Plan Required ........... .....��....�......Y.�l... 2 Fees as shown on the attached Schedule of Fees Due Sheet....". ........................ ❑ 1. City of Chico Plumbing permit......................................................................... ❑ 22. Site plan and business license approval from the City o igs .. California Department of Forestryse: . Ian approval aid. Sent by: 5ej `[��N 24: Planning approval for (A) U� (B)Parking: (C) Parcel Check:....... • f7- Ob _ ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 1J26. 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 .......................................... %k 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. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone Al if g121"-- R i 2 - 2662 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: .0 ! Date: CX;2- /- 0 1. Index permit application for the above items numberede"W Plan Check Letter 2. Additional items required Contractor, 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: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by -Date: Plans approved by: Date: 147 -7 Structural reviewed by Date. Structural approved b . Date: Note transfer by: Date: Yellow: Building Division BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner Anderson / Yates Application Date 2/1/2006 APN No: 065-100-001 Permit No: BP 060224 RECEIPT DATE Tech/Asst 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $2,500.85 1500.51 Plan Check portion of Permit Fee $1,000.34 2 FEMARx Yes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 $95.00 / (State Responsibility Area) Building Inspection $109.98 $109.98 NON-REFUNDABLE portion of fees due at application $1,095 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION 4 SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) 5 Additional Plan Check Fees (NON-REFUNDABLE) 6 Other*: 6a Other*: FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 7 IMPACT FEES - RESIDENTIAL* Per Dwelling I Per Dwelling Per Applications After 2114/05 1 ,t I SFD ,> MFD Countv 1 1 4096.871 3071.14 MH 3117.43 4889.56 2326.36 7633.49 6475.49 $100.00 $200.00 9a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 10 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 10a Temporary Dwelling 1 $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO check is completed for applicant to take to respective district office. 11 SCHOOL DISTRICT FEES* Paradise High 093 11a RECREATION DISTRICT FEES' I Paradise 069 ECEIPT DATE Tech/Asst $1,205.32 / "' $Y112 RECEIPT DATE Tech/Asst $4,196.87 070 RECEIPT DATE Tech/Asst 603 ISSUANCE OF PERMIT. Forms will be prepared after plan I N y14 /N l� .. At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: — Pursuant to Government code Section 68020, you are hereby not d those Items followed by an "*" may have been impos on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(x). K:/Building/Forms/Schedule of Receipt Fees Residential 1105 Chico Urban Area 1 5372.091 3995.45 EI Medio Fire District 1 3128.311 2297.77 North Chico Specific Plan SR -1, SR -3, SR-1/PD 7938.531 6757.08 coo R-1 8031.53 6850.08 o R-2 7541.531 6360.08 R-3 6780.531 5599.08 Processing Fee is automatically added to impact fee total 1 8 WATER TENDER FEE (Not collected when impact Fees Applicable) Enter Bat.# DRAINAGE FEES* 9 CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek 771 Comanche Creek New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek 777 PV Ditch MH 3117.43 4889.56 2326.36 7633.49 6475.49 $100.00 $200.00 9a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 10 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 10a Temporary Dwelling 1 $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO check is completed for applicant to take to respective district office. 11 SCHOOL DISTRICT FEES* Paradise High 093 11a RECREATION DISTRICT FEES' I Paradise 069 ECEIPT DATE Tech/Asst $1,205.32 / "' $Y112 RECEIPT DATE Tech/Asst $4,196.87 070 RECEIPT DATE Tech/Asst 603 ISSUANCE OF PERMIT. Forms will be prepared after plan I N y14 /N l� .. At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: — Pursuant to Government code Section 68020, you are hereby not d those Items followed by an "*" may have been impos on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(x). K:/Building/Forms/Schedule of Receipt Fees Residential 1105 BUTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM (One form per Building) School District Para d lc� Building Department No. A.P. Number n�(1�-In()-OQ Jurisdiction: City =County Property Owner Property Location Subdivision Lot No. Residential Development ® ........................................................................................ Q Q Q Sq. Footage q No of Living Mobile Home Addition/ "Supplemental to (Group. R) Units Installation Conversion Permit # '• ......................................................................................... *(No foundation inspection) i Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), Commercial/Industrial Q Q Sq. Footage New Addition (Including Exterior . Roofed Areas) M11 QfMA jdW A rh Ir) -06. Building bepartment Repentative - Date District Identification No. School District certifies that (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing / Q square feet.Vt. 2926 $ MITIGATION $ 1-111710(, School District ReR esentative Date Paid by Check # / Remarks: IVotlee: You may protest the Imposition of the tees Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fess are paid. Failure to submit a timely written protest will prohibit you from challenging the InVosi lan of the fees In any court action. K, subsequent to the School District Representative signing tilts Butte County Schools Impact Fee Certification Fan, the School Distr is notified by the applicable Local Planning Agency that this project Is being reviewed under the CaHfomla EmAronnwntal Quality Act (CEQA), this project mey be subject to additional school fees to fully nedgate Its Irnpact on the school ftbWs schools. White (school district), Yellow (building department), Pink (applicant) feeforrn.xls (305W= BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHER.RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CYICO AREA RECREATION AND PARK DISTRICT (CARD) C PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) o Cps -10" 001 Building Permit Number Q [6022 Property Owner (s) Project Location /A Subdivision Name Assessable 5q. rtge 19 Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: -1-1 Date ❑ FRRPD 0 CARD PR -PD ❑ DRPD certifies that: nn%„ Oq I/ I gra -Q-90a Applicant Name U rhon umoer , 6 3C Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. P by Payment of: Remarks: Paid QV Check No: Dwelling Units @ $ per unit for a total of $ Square Feet @ $ i per sq foot for a total of by Cash: and Park DisviCt'Representative Receipt No: / 7 —7) Date FEB 0 8 2006 BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BPo6 Q OFFICE 9: (530) 538-7541 A FEE WILL BE REO_UIRED AT TIME OFAPPLICATION BIN # Website: wwrv.buttecounty.net/dds "PLEASE PRINT CLEARLY"" CONTRACTOR OWNER INFORMATION Last Last Nme ax N P -P cry/ kW11C `' Tes First Name Addre /S S U.�4 U� City J} A,I / Stateoj � Zip �S- y l Phone 9E ` (/S Fax E-mail CONTRACTOR Name L) 4�F D.0 C Address City ,4,x/4 ,9JS(f State N9 ZIP Phone Z Fax E-mail Lic. #S�/y� Class ARCHITECT/ENGINEER Name • L 7 ,�/�r 6 in/t° 2 �a�6 AddressS 72 d (► Lii 62 I� City n'o� PSS E l State Zip Qs 36q Phone �.7 © - Fax E-mail State License Number APPLICANT SIGNATURE -- Xi' � For office use only: APPLICANT INFORMATION Name 6,1V71 7- 6 Z_ Address Y!!2 City Occ. State Zip Phone Page Fax E-mail Date Approved: APPLICANT SIGNATURE -- Xi' � For office use only: Zoning Flood Zone I SRA Y!!2 No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PROJECT LOCATION AP# Property Address Id -?-C (0-2 • u City y i Cross Street V ,I/ x"'C� (U-14 L WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq FT- Living Garage ft % U� Open '�C ❑ Structure Built 'thout Permits/ ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received be (f7 Receipt #: j q'� Dat: 1 7, Amount: 1000- 0 0 0 Bldg Y �� SRA — U CDF FIRE SAFE REQUIREMENTS AP# 065-100-001 PERMIT # 06-0224 NAME: Anderson Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved or concreted. Grade will not exceed 20 percent. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. Required if driveway is over 300 feet in length, will have a minimum turning radius of 40 feet from the center of the road and be located within 50 feet of the buildings. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] Gate entrances shall be at least two feet wider on each end than the roadway they serve. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. Where a one-way road with a single traffic lane provides access to a gate entrance, a 40 -foot turning radius shall be used. Addressinq [X] All buildings shall have a permanently posted address, which shall be visible and legible from both directions of the road the address is located. The address shall be posted at the beginning of construction and maintained thereafter. Accessory buildings are not required to have a separate address posted. [X] Size of letters, numbers and symbols for addresses shall be a minimum of 3 inch letter height, 3/8 inch stroke, reflectorized, and contrast with the background color of the sign. [X] Where addresses cannot be seen from the roadway, the address shall also be posted a single post located at the intersection of the driveway and the road. C IC F Is r� Q U I R E M E N T S Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [X] 1) All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and . accessory buildings from all property lines and/or the center of the road. See "Other Requirements below. [ ] 2) For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [X] If your property was part of a parcel split -after July 1991, you may be required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Fully enclosed eaves on entire structure [ ] If Building Setback is Less Than 15 Feet: ✓ Class A roof with fully enclosed eaves on entire structure and choose any 2 of the following: ❑ Metal or no doors onside toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal [ ] No Additional Requirements 02/08/2006 Darren Read Date Signature Last Revision 1/25/2006 CDF FIRE SAFE REQUIREMENTS AP# 065-100-001 PERMIT # 06-0224 NAME: Anderson Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved or concreted. Grade will not exceed 20 percent. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. Required if driveway is over 300 feet in length, will have a minimum turning radius of 40 feet from the center of the road and be located within 50 feet of the buildings. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] Gate entrances shall be at least two feet wider on each end than the roadway they serve. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. Where a one-way road with a single traffic lane provides access to a gate entrance, a 40 -foot turning radius shall be used. Addressing [X] All buildings shall have a permanently posted address, which shall be visible and legible from both directions of the road the address is located. The address shall be posted at the beginning of construction and maintained thereafter. Accessory buildings are not required to have a separate address posted. [X] Size of letters, numbers and symbols for addresses shall be a minimum of 3 inch letter height, 3/8 inch stroke, reflectorized, and contrast with the background color of the sign. [X] Where addresses cannot be seen from the roadway, the address shall also be posted a single post located at the intersection of the driveway and the road. c IN] F 10 V'R' E Q U I R E M E N T S Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [X] 1) All parcels 1' acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. See "Other Requirements below. 2) For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [X] If your property was part of a parcel split after July 1991, you maybe required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Fully enclosed eaves on entire structure [ " ] If Building Setback is Less Than 15 Feet: ✓ Class A roof with fully enclosed eaves on entire structure and choose any 2 of the. following: ❑ Metal or no doors on side toward property line with insufficient setback o Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal [ ] No Additional Requirements 02/08/2006 Darren Read Date Signature Last Revision 1/25/2006 4 SITE PLAN REVIEW APPLICATION Date: (�a� AP# c�� BU 0913 Permit Number (if applicable) l92 Z-( Bin Number f tj APPLICANT INFORMATION Paarcel Size: Owners Name: Owners Address: Telephone No.: Site Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home IN Residential Accessory Permanent'Second Dwelling Temporary Mobile Home (Aunt Minnie) Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue-, /rytilC/� Zone: GP: 472- ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well W Li. ❑ Agricultural Buffer Form Al-�/�� G�- DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approv d7 Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved . By Date iw- 2dcd�. 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: • Flood Zone: }� • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: Zwp General Plan: Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: OA Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side 3v Side Street Rear bU , Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: OA Date of Creation: Legal Access Provided: ❑ No- ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: 104AA ET 5gr6tgd ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Map/Parcel ME:. Map Date of Recording: Lot: Book: Page: in FO. 1' m TUBE TAGGED RCE 20E N 1/16 CORNER PER (R(R-3) 216./ 82,(M) SCALE: 1"=100' BASIS OF BEARINGS 15 RS 38 0 ' 9 � i BASIS OF BEARING � S88'59'53'W. (C.R-1). 1291.32'(M),1297.02'(R-1) LANDS OF MCKEEN 3.0 ACRES RSH 89-41360 (D) THE BEARING OF 588'59'53"W ALONG THE NORTHERLY UNE OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M., AS SHOWN ON THAT CERTAIN RECORD OF SURVEY RECORDED IN BOOK 15 OF MAPS AT PAGE 38. WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. NOTES & LEGEND ALL DISTANCES AND DIMENSION SHOWN HEREON•ARE GIVEN IN FEET AND DECIMALS THEREOF 0 -------INDICATES FOUND MONUMENT AS NOTED O -------INDICATES SET 1/2' REBAR L.S. 4010 OR AS NOTED OTHERWISE (C) --------CALCULATED (M) --------MEASURED (D) --------DEED NW 1/16 COR. SEC. I1 FD. 3 4' OPEN IP PER R -1,R -2.R-4) 55 PM 5 59 PM 92 RECORD REFERENCES (R-1) ---- RECORD OF SURVEY BK. 15 MAPS PG. 38 (R-2) ---- PARCEL MAP BK. 59 MAPS PG. 92 (R-3) ---- RECORD OF SURVEY BK. 90 MAPS PG. 47 (R-4) ---- PARCEL MAP BK. 55 MAPS PG. 5 (0) ---- QUITCLAIM DEED RSN 89-41360 ��EeUNDaD�s SITE I= u * * LOCATION MAP N.T.S. 9� OF CAE1R� SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS ACT AT THE REQUEST OF DAVE WISE IN JULY, 2000. a� ROBERT G. AGEE JR. f LS f4OIO ' REGISTRATION EXPIRES 6/30/2004 _ COUNTY'SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMIVED IN ACCORDANCE WITH SECTION 8766 OF THE LAND SURYEEYOR'S ACT THIS!YnDAY OF Xo_epm 200Q. STUAREDELL DEPUTY COUNTY SURVEYOR R.C.E. R.C.E. 29132 LICENSE EXPIRATION DATE: 3/31/03 A clYn a41 RECORDER'S STATEMENT p gat+L\o. FILED THIS,61p Y OF NO'1041 B�IQ, 2000. AT LOLAM. IN BOOK Iso OF MAPS, AT PAGE ��, AT THE REQUEST OF SIERRA WEST SURVEYING. SERIAL MO. Zpoo-Oo4;g2 j7 ' MACE J. GRUBBVI BUTTE COUNTY RE RDER '"`" DEPUTY RECORD OF SURVEY FOR DAVE WISE BEING A PORTION OF SOUTHWEST 114 OF THE NORTHWEST 1/4 OF SECTION 11, T. 29 N., R.' 9 E.. X.D.Y. BUTTE COUNTY. CAIJFORNIA PREPARED BY SIERRA WEST SURVEYING 5437 BLACK OLIVE DR. (530)877-6253 PARADISE. CALIFORNIA 195969, AUGUST, 2000 SCALE: 1'= 100' A.P.N. 065-100-001 SHEET 1 OF 1 SHEET O oo k /So I019G E( 3 . + � Lj7j Butte County Department of Development Services. IN OTES s 7 County Center Drive, Oroville, CA 95965 (,(530) 538-7601 %nvw.bupEcMoy n@Udds 2��d1tt Ar—� i � RESIDENTIAL • APN: Perm_ it No. ( 065-100-001 06-0224 �. 4 Owner ANDERSON, YATES, DAVE, BLANCHE site• 11 1res_P � HUMBUG, MAGALIA Cont: MICHAEL RUTLEDGE - Contractor. NEW SINGLE FAMILY 1 Type of Permit: CG cpc eG `� UWP ,k 0160 } -A . o r r-e�2Nc • 411 . i SPECIAL CONDITIONS `s CHECKED BY VSRAt :F Q FLOOD CERTIFICATE EQUIRED - �? ,- ❑ FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS t- i Q VERIFY ri it Q USE PERMIT CONDITIONS ❑ SUB -STANDARD HOUSING LETTER -o_Ar,!jMENT PERMIT OFFICE COPY I Address11153 L C r .. GAS + Meter By Date�� li lv ELECTRIC Meter By w Date 1 r DATE JOB FINALED: r' E_: SIGNATURE- +=OK I 0 Not MANUFACTURED HOMES. MISCELLANEOUS DATE j Lj PERMANENT FOUNDATION Lj 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 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat ❑ or LPQ. Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test -Crossovers -Breakers -CI rncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation Q 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE. ID E C K S -C O V E R S`C A R P O R T S `G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-DpthSpacing-CnnctrsSteel 3. Decks, Girders/Joists-Dcking -Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams -Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills -An chrs-Stu ds-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls DATE IPOOLS 1 Setbacks -Easements 2 Soils-, CompactionStructure Stability' 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GF1 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w15' Crcltng Eqp-Pool Ightg Bones-Enclsrs-pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb, Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr, Fencing -Alarms 13 Bonding, Diving. board or Slide. Pool Drawing = OK = Not r . RESIDENTIAL (Single & Duplex') . DATE ERFLOOR DATE PLU GING 1 ning-Setbacks-Easements-Flood-Slope 4"2-Ftg Main; Soils-Elec Grnd Ftg Dpth g Garage; Soils-Steel-Elec Grnd Ftg Dpth. 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 emwalls Main; Steel -Blockouts-Wra pped mwalls Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel SBWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10<JF, Gas Pipe; Sz Anchrs-Sz Test lAeWtr Pipe; Test-Anchrs-Rgitr-Service Test 12 EJec Undrgrnd Ruenums & Ducts; Clrnc-MaterialSupport-Insultn Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation UAlt 1,14 G 1 Si Pr r Materials & Anchrs uds-Nailing Spacing & Braces-Plates-Sound g Walls over Girders & fir Nailing ft S p e in Walls (rat proof) 2 Fir tops, Furred Ceilings -Stairs -Chasers -Tubs dns & Beams-Sz & Bearing gers-Post Caps-Anchrs-Cnnctns 2 C n rg Joist-RftrTies-Purlin-Roof Brac-TrussShthg or Type A Flue-Frplc Throat Clmc Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext rs ne T -Check Garage 3rd Story, 2 Exits r idth-Hdrm-Rise-Run-Landing-Fire Prtctn on Roof Ovrhng-Attic Vnts-Rftr Outrgrs -Nailing Veneer i�Shhhea, :o Lath -Weep Screed-Fndtn Vnts-Undrflr Acc ing Area -Glass Prtctn-SkyUs-Plastic Walls; Nailing -Bolls JLI 37ce Int/Ext Wall pnls -Walls-Ceilings 39 Infi Itration-Walls-W ndws DATE C T R I C A L x��sfrmr Clrnc4ns Prtctn I c itis Spacing-Lts & Switches at Doors xes & No Of Cndctrs Stapled EE� FEq7: x Installed Close to Edge of Studs & CJ nd made up w/Mech Fstnrs 49-Ir'ndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑ CU or ❑ AL AC Wire Sz ga ❑ CU or ❑AL 48 Range Circ ga ❑ CU or ❑ AL Oven Circ ga Q CU or [] AL Insulated Neutral ❑Yes QNo E�e�� -Riser Cndctrs & Grnd Main Dscnnct rncs pnls-Motors-Mech Eqp n Closet Lt-Shwr Lt -Spa Lt Detector 4e Sdr ent-Acc-Cmbstn Air Baffle tpe; Test &Anchr-Nail Prtctn WV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First flr-Tub Acc 57 Test b & Shwr, 2nd flr - Tub-Acc as Pipe; Sz & Anchrs S9 F" Sprinkler; Test Yard Gas Piping MEC NICAL AC s Insultn &Support ent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn[Vent 115 Outlet 6S AtticA Pltfrm if Furnace in attic 0 pA p FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings bike Detector 68�erFiace Vnts-Clrnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 6 edroom Exiting 70 I & Bath Fxtrs & Tub Acc-Spa Arc Fault _ p 2�lecTrim &Sub rr er 52s &Labels 4-3'9tairs, Guar a jA,Frplc or Stove, Clrnc-Hearth '.Z5-Ett c tlets at Wood Pnl, Int &Ext Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc ec Outlets & Rcptcls at Ktchn Counter _rage Fire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper 0 tr; Vnts-DImc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain _81 Plmb; Elec & Mech Eqp Listed for Loctn _°82-7 Ryptcls in Garage (GFI) Romex Prtctn _ 63�a� ttn-Foam-Looked in Attic _rd Rails & Deck Cnrt ctn-Post Caps _ 5 F nts & Crawl Hole Door Drnge & Wood -Earth _ 86 Clrnc Drnge Planters Q Yes ❑ No _ 87 Stucco Brown -Finish _84-AlG Unit Dscnnct, Elec-Plmb 9 s abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90- Wi Well, Dscnnct, Elec"Plmb _xt EJ�rim, GFI Rcptcl-Undrgrnd Wrh thru House lass Prtctn -554-Goddr ections from previous lnspctns as st-Meters Tagged, Gas-Elec Sewer Cnnctd-C/O to grade -HD Apprvl nergy Cmpinc Cert -Other Certs dress Posted Fire Sprinkler l COUNTY OF BUTTEw % BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7.,County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 6 r? soxf 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 call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. j. In -PR OVID67 HU130C LvOR k S Otc�41?,Q,416 'S CIV / A (-L k— A(-Ll Bttttnm(,' Xc6lq / h'7 S � e__ 0 �-A -Tz) aw J6 7- F1A,(Ae_'_ lxl OFF CE cu/7H A710t1,!=- /7 -C --/"-S Date 17 57 Inspector e o(ZA 14 KA R PF_ lv7c-,e- REV 4/05 Phone# FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 A _J�P,0111 DC (26ETZ( I 5s A i Cx)114 60U-) fi7 I'(iT`t'C 1�1 of STr�1 �eS PnOTEeTIo�V /3l�2 iarS7,a Date <' Inspectory��t+ REV 4/05 Phone # 2 7 - FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 %COUNTY OF BUTTES _. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ". w� 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at',- . the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need ad itional explanation, please contact the Building Inspector as indicated below.] iC�✓' t' I�� I 1 � L � ./I I �.� `�-' ilu P 0 C. L;t_>.O (L 1"—,.S T. ' [.C--' 19 R A n I C Dp i ,►� �Z(; u l D E 6let E c-ne I c- cA w l c rt/ - A7 7~O2 G A- S PI PE (, • R96U1DE ALL (KI Tr!-t,c--d 000Arm' ��► P `T-� C' nib A 07 . �P R6u t o E- NEC' FR (A ZT C' I %C (2 GI I i E6 !2 . .. � 1�1 K_ C- c To e_C A( t�1 .7 i ( ROU ( 11 � >� E� P-r-�C' Lr� CCS V C R PG /� t I tit 11171 C A N.© 13Epi2C3 -Y) ccs Cc i'c� il—l' C /977,e. 1 136UI1)E INSUC A-7/ON `ZT 01 1. PfZou 1 n E ra L! 0121416- A --T S_rA / 2-s ,.. p Jl ?Now 1--)e cuMlcE IN u.s67 � 'X7��/z/nfz u /��CE�T�3CL� cOUE2 ,710 u _J�P,0111 DC (26ETZ( I 5s A i Cx)114 60U-) fi7 I'(iT`t'C 1�1 of STr�1 �eS PnOTEeTIo�V /3l�2 iarS7,a Date <' Inspectory��t+ REV 4/05 Phone # 2 7 - FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION Y DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at i' the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector a7indiba elow. 3 / N11 ✓V L , J J' -c J� ae �i' Ie V 1 I ✓L� l�P S t RA ,1' l)%� 1 ✓� -,e 'i '' ' hIF l' h� Date Inspector REV 4/05 Phone # 0 % I V-7— Y ` t ^t4 �i s; All i' *T` ae Yt l' Date Inspector REV 4/05 Phone # 0 % I V-7— FOR FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 .. .. . . . . . . Cd _V COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA * (530) 538-7541 CORRECTION NOTICE 4A/1,2D2 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 call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional A explana7l please contact the Building Inspector as indicated below. '(11k:1, Date 2 Ins'pecto L'�Ll z REV 4/05 Phone# Z; FOR RE -INSPECTION CALL: .538-7636 OR 891-2834 j A } COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE �_ MaQA n.cs-.. 0za- 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 call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicatek'below. M r Date 5 _5257 � Inspector v X Q--XA6 REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538.7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is In full force and effect. License Class License Number: Date: �- OG Contractor: P% if ()z- -44: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to rile a signed statement that he or she is licensed -pursuant to the provisions of the Contractor's Slate 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 properly, 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' Stale License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not Intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 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 and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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: Carrier: Policy #: 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 dYecome 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: Applicant WARNING; Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100.000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, Interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there Is a construction lending agency for the performance of the work for which this permit Is Issued (Sec 3097 Civ.) Name: Address: h'Ci-Clvll I tvv. BP060224 Issued Date: 04/18/2006 APN: 065-100-001-000 Site Address: 15353 HUMBUG RD MAG Map Index: Description: nsf (1494), gar (460), open (300) Owner: ANDERSON DAVID B & YATES BLANCHE 2080 CALISTOGA RD SANTA ROSA, CA 95404-8618 Applicant: PARADISE CONSTRUCTION 6341 LUCKY JOHN ROAD PARADISE, CA 95969 530-872-2602 Contractor: PARADISE CONSTRUCTION 6341 LUCKY JOHN ROAD PARADISE, CA 95969 530-872-2602 'License #: 452141 Architect: Engineer: Total Square Ft: 2254 S.F. Valuation: $111,150.00 Census Code: This per ills herebyr ued under he app!l ble provisions of the Butte County Code and/or Resol ons to do wor �dicated bove for hich fees have been paid. By. Date: PERMIT,EXPI RES ON: _ `1 -la — v/j L�f _ ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. + ❑ Notification In accordance with Section 19627.5 of California Health & Safely 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 reprdsenta)tiivves of Butte County to enter upon the above mentioned property for Inspection purposes. Print Name., xn// �e L f1 +Signature: Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01.16-04 pg 1 CortainTeed M *� CertainTeed® � %'InsulSafe°4 �► Builders Statement Fiber Glass Blowing Insulation ' g &AWO Ha '/WZf -S 1910;) 10A v/ i7 6&Qgs'a"�l Homeowner Name / Jobsite Name I Addr - Installer/Contractor (sign) ompany Name Date Builder (sign) Compa am Date Inspected By (sign if required) Date 1 R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. INSTALLED MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: Obs.) Should not be less than: On.) 60 36.5 27 I, 0.986 22 49 29.6 34 1 0.800 18/2 44 26.4 38 ' 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 . 0.485 12 26 15.5 65 0.418 10'/2 22 13.1 77 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 5'h 11 6.6 151 .. 0.179 43/4 it THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF • SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2003 CertainTeed Corporation 10/03 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓) BAGS USED BATTS/ROLLS (✓) CEILINGS f WALLS ^' FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF • SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2003 CertainTeed Corporation 10/03 Manufacturer Insulation Fact Sheet CertainTeedM This is CertainTeed Corporation Insu Safe 4 Film nTmdM Fiber Glass Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag,, r should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 1872 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 102 22 13.1 77 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 5'h 11 6.6 151 0.179 4 3/4 R -values are determined in accordance with ASTM C 687 and 518. Complies with ASTM C 764 as Type 1 insulation THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. Based on a design density of 1.6 pcf/25.6 Kg/m3. R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 29 35.8 28 0.967 71/4 22 27.2 37 0.733 51/2 16 19.8 51 0.533 4 15 17.9 56 0.483 31/8 14 17.3 58 0.467 31h READ THIS BEFORE YOU BUY What you should know about R -Values. The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R -Value, it is essential that this insulation be installed properly. • NOTES T 3 RESIDENTIAL • e� PERMIT NO. ' ELS'cT2% C A L I' Co A � 6lL _ -rR� e t -I o (' 065-100-001 ' OS -2464, ! 1� AANDERSON, DAVID & YATES J u NkCTlot4 BOX �k —10 cot lie �b S q16353 NDHNMBUG RD, MAGALIA S . Cont: OWNERS ELEC & PLUMBING \° Vin- L SPECIAL CONDITIONS V1 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER a rF sf<ywAy off- RX0 E2HousC Rz U-) I -A (V,6t JOB FINALED (Date) 3 Signature J=OK o = Not OK = Not Rda . =Not Ready Date MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Sols; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity,, Location-Clearances-Gmd-/ .' /Amp -Concrete 6. Gas_; Location -Test -Wrap;-/ . . P L'ft .. / . P Nat or/ /" L W P LPG 7. Well Clearance & Disconnect 8. Utility Clearance*:, learance :- 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 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Detnand-Valve-Connector 4. Electricity; MH Test=Cmssovers-Breakers-Clearances 5. Drain; MH Test-Fall-FLek Connector 6. Water, MH Test-Regulator-Connectot 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date - Card B-1 Date Card B-1 . = Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements I 2. Footings; Size-Spacih§--Marriage Line 3. Blocking ....;., I 4... Gas; MH TesV13emand-Valve 5. -Electricity-, MH Test = e 6. Water, MH Test . _7. Water. and Sewer _Connected . . 8. Gas and Becti ' Ta ed' A. Exits .: 10.: License Decals - 11. Verify -#'s with Office Date Card B-1 Date Card 13-1 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 -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns-Connections-Splice-Decal-Endosures 6: Carports; Windows -Doors . .J. Electric 8. Frmg.; Silts-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps-Doors-Landngs . 12. Braced Wall Panels • 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 -Stricture Stability 3. Pool Structure; Steel -Connections -Thickness . Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Votts GFi . 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elea.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec. Grounding; Equip. vW5' Circulating. Equip: Pool Lghtg. &;,,s=Enclosures-Panelboards-Ins. to Main Conduit 9; Health Department Approval 10._ Plumb.; Cir. Test -Water Supply Test 11. _Ughf Niche -_ 12. Enclosure; Fencing-Alarrius Date... ': Card B-1 Date Card B-1 Date ...._... Card B-1 ;; :...: Date ,. ..: ' : Card B-1 = OK =Not OK = NotApprimWe Fkady Nat Ready RESIDENTIAL (Single & Duplex) late UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Sols-Elec. Gmd. / , /" Ftg. Depth 3. Ftg., Garage; Sols-Steel-Elec. Gmd. 1 /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK -except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nall Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Cana B-1 Date Card B-1 Date Card B-1 Date Card BA Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Siie Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes.Closet Light -Shower Light -Spa Light 35. Smoke Detector 61. Brace Interior/Exterior Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Date 36. A.C. Ducts Insulation & Support Date 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except Vs 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43, Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fre Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing s7 Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac: Truss-Shting: Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill HL & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Naffing -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Cana B-1 Date : Card B-1 Date Card B-1 ' Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight. Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -SpA' 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit Fod. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Ffre Door, Swing -Landing -Closure 76. A.C. Dud in Garage -Damper. . 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Bec. & Medi. Equip: Listed for Location 79. Elec. Receptacles in Garage (FF.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following hAdlthive 0 Yes 0 No/Walks 0 Yes O No/Ptanters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appriance-Fueplace-Clearance to Openings_ 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO52464 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/13/2005 APN: 065-100-001-000 the Business and Professions Code, and my license is in full force and effect. - License Class : License Number. Site Address: 15353 HUMBUG RD MAG Date: Contractor: Map Index: Description: ELEC AND PLUMBING FUTURE LOT DEVEL OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the' Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: ANDERSON DAVID B & YATES BLANCHE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant .for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 2080 CALISTOGA RD the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or SANTA ROSA, CA she is exempt therefrom and the basis for the alleged exemption. Any 95404-8618 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� I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: ANDERSON DAVID B & YATES BLANCHE such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 2080 CALISTOGA RD sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of SANTA ROSA, CA proving that he or.she did not build or improve for the purpose of 95404-8618 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Slate License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ 1 am Exempt under Article f the Business and Professions . - 3Code l--d-5--Owner:/t Date:.— WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation insurance Engineer: g carrier and policy number are: Carrier: Policy #: Total Square Ft: 0 S. F. I certify that in the performance of the work for which this permit is Valuation: issued, I shall not employ any person in any manner so as to $0.00 become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 3 —U Applicant: WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. (� . (� K3 CONSTRUCTION LENDING AGENCY This permit is her by issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutio work indicated above for which fees have been paid. ^ performance of the work for which this permit is issued (Sec 3097 Civ.) / C) Name: BY I // Date: t LJ Address: PERMIT EX S ate ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑: Notification in accordance with Section 19827.5 of California Health 8 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 pur oses. Print Name: �a L r C4 'J /T�g Lr�'��'S d� Signaturg. Date: Owner 0 Contractor ❑ Agent for Owner 0 Agent for Contractor 1'. Department of Public Works Lo C o u n t y o f B U t -t e ® J. Michael Crump, Director LAND DEVELOPMENT DIVISION ®/ Storm Water lvtanagement Proararn 7 County Center Drive A g Oroviile, CA 95965 UC vYO (530) 538-7-266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Wafer Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN I ACRE1 Project Description: AIEE 0 h/011S�6- Project Location and/or Parcel Number: rW-f- /DO— O0/ By signing below, I, the project. ownerlowner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Stone Water Permit hon the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: �r.+�i«AWiWvZU Date: C�?- / - Q1/0 Butte County Department of-DevelopmelltServlces a0rT� 7 County Center Drive ° o ° 5 Oroville, CA 95965 (530) 538-7601 Telephone ° =�. A* ° (530) 538.7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained e I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to; verification the parcel was legally created, adherence.to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). 3 Please print: Applicant Name: I✓/ v71 '"If APN: —��_( /DD Building site address: �Wj,$ Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE O APPLIC DATE q Copy to Applicant/EH/File k:Forms/BIdOmni rMthou Ocamnces 020705 C TO:. Building Division — Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance 7 -F -f /. 36-3 DleS /o d - o o OwKer Location AP# Plan Approved for: Sewage Disposal: Water Supply: Public Private Well tf it Clearance for dwelling. Other Q. ,4 .��d.0 OCJ'� 7 - Hold Hold final for: Final clearance O.K. for: NOTE: f-, ecx./ ve-ee- 5 rcq A -J u i Environmental Health SQialist Building Clearance 9/2005 l G 7-a 616 ,.j T /Y/ i / e Date 4T o6 AD vim f N ~ O�It JAN 2' 108 %ENTErIDRIVE wir Qow I BPPe OVE 0 County Envir n ental ealth 1 glgnat re •mss C 39' icy � •s BOI3 MANGRUM „ 5655 ALMOND STREET .gERGY`CONSULTANT P/IRADTSE•.CA.95969 530-876-9616 530-577-3979 FAX . JP,�$ RAD IS E :Iti'J -ECHA YI C,A�IL DESIGN. Title 24 Residential . The 24 Commercial Lic. 11510627 - TITLE 24 SUMMARY JOB NAME: Um"e . H.E.R.S. VERIFICATION �59 UIRED YES. NO INSULATION: ATTIC = ee _,3 9 WALL = R - Z FLOOR SLAB = FENESTRATION: . «U„ VALUE SHGC SHADING = �'ru ►�,�.P_b HVAC SYSTEM: SQUARE FOOTAGE HEATING btu's = 26 s5/% HSPF _— AFUE: S.O. COOLING btu's = 0-79S3 SEER: WATER HEATING SYSTEM: GAL. STORAGE GAS= ENERGY FACTOR = 6 GAS INSTANT = , RADIANT ROOF: YES: NO: HOUSE WRAP: YES: ✓ NO: . 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 REO UIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Namer irstoarge Ad e Address Slat 1`2XY ' - Fax E-mail '::_-(C4 rn e—o I , 1� APPLICANT INFORMATION CONTRACTOR Name City 4 G �T Address z �� City Fax State Zip Phone Map Book Fax E-mail Planner Lie. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City 4 G �T Address z �� City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT INFORMATION Name Q Address City 4 G �T e z �� Ph o Fax E-mail , C / APPLICANT SIGNATURE X For office use only: Zoning Flood Zone I I SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP:. BIN # PROJECT LOCATION AP# O / ` — � C� = UCS I Pro�yAddrJess Cit Cros Street 6/j werh�4 WORKER'S COMPENSATION - Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name ) Address Desc tption or Scope of Work: / choff. ece rn ;mG _4�- z/0 -.b - Sq FT- Living Garage Open Cov ❑ Structure Built without Permits Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received b Amount: Bldg SRA Receipt #1 �73 Sheriff -* 9% SMIP �D Date: '3 T r �� Other Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN'INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in. triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed bV the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioners office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5.. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Coritractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. El 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (ifrequired). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the.person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060153 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that 'am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 01/23/2006 APN: 065-100-001-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 15353 HUMBUG RD MAG Date: Contractor: Map Index: Description: CONVERT CABIN TO GUEST HOUSE(494) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: ANDERSON DAVID B &YATES BLANCHE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 2080 CALISTOGA RD the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or SANTA ROSA, CA she is exempt therefrom and the basis for the alleged exemption. Any 95404-8618 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).): �(J I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: ANDERSON DAVID B &YATES BLANCHE such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 2080 CALISTOGA RD sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of SANTA ROSA, CA proving that he or she did not build or improve for the purpose of 95404-8618 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ 1 am Exempt under Articlen the Business and Professions Code rA I Date wrier� WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with thope provisions. �.. aJ 2-3—q'06 Date: /O C7- ge Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This per i? is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resol o s to do wor i icate ove or which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) BY Date: , �� Q 02 Name: RMIT EXPIRES ON: �• �� Address: (Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner a duly authorized agent of the owner. I agree to comply with all county and st to laws relating to building construction. I acknowledge it is unlawful to alter the substanc of an official form or document of Butte County. I hereby thorize rep sen tives of But County to enter up�o/n/,the above mentioned property for inspection u7 Print Name. Q/✓ (� �= QSignature 2 J d �� Date: ❑ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. personally plan to provide the major labor and material for construction of this proposed T roperty improvement: YES[ ] NO[ ]. 2. I HAVE HAVE NOT [ ] signed an application for a building permit for the proposed L work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE:. CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK S I GNIF. PROPERTY OWNERCS. DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION ` BUILDING' GIS' PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a pen -nit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all pennits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed.to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, C-` Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. 1, -\1 '1• n 31 1L 1 / 1 11 I 1 1 1 1 '1- 1" im IIIIIIIIIIIIIIIIIII i iii iii. . ui -04 iii iu III iu iu III 111 iu iii III ui III ii III iii III iii --- III iii ui iii iu iu iu iu iii ui ii iii iii --- iu iii iu iii iii iu iu m iu ui iu iii BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. 1:101-tZ, I* PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. . LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/13/2005 APN: 065-100-001-000 the Business and Professions Code, and my license is in full force and effect. _ 'License Class : License Number: Site Address: 15353 HUMBUG RD MAG Date: Contractor: Map Index: Descri tion: ELEC AND PLUMBING FUTURE LOT DEVEL ription: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: ANDERSON DAVID B &YATES BLANCHE to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 2080 CALISTOGA RD 7000) of Division 3 of the Business and Professions Code) or that he or SANTA ROSA, CA she is exempt therefrom and the basis for the alleged exemption. Any 95404-8618 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: ANDERSON DAVID B &YATES BLANCHE such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 2080 CALISTOGA RD year of completion, the owner -builder will have the burden of SANTA ROSA, CA proving that he or she did not build or improve for the purpose of 95404-8618 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ I am Exempt under Article f the Business and Professions Code Date: -� -Q. 2� LLQ-.�� Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation insurance carrier and number Engineer: policy are: Carrier: Policy #: Total Square Ft: 0 S. F. 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 Valuation: $0.00 become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 3 ^U Applicant: r WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. JLVI,�J„Jj•C) I CONSTRUCTION LENDING AGENCY This permit is her by issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutio work indicated above for which fees have been paid. ^ performance of the work for which this permit. is issued (Sec 3097 Civ.) C15 Name: By: Date: ( V // PERMIT EXPIR Address: S V ate ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. . ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that 1 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 puri oses. Print Name:��f/.i rJ /fin Zee --5 U j,, Sign atur . p Date:—.. I Owner ❑ Contractor ❑ 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 4: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name First NarDe Address 10 -5 3v� Ov City CL �' ,4 State Zip9, j_; ' Phons30 8J3YS38' Fax E-mail APPLICANT INFORMATION CONTRACTOR Name Address 3.S3 Address City City St State Zip Phone Fax Fax E-mail Planner Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address 3.S3 Address City City St State Zip Phone Fax Fax E-mail Planner State License Number APPLICANT INFORMATION Name � ��`� N Address 3.S3 //9/)A !�v v City � � St Occ. Phone 3 ys Fax E-mail Lot # APPLICANT SIGNATURE X For office use only: Zoning Property Address r 15" 3 S-3 9-v pi Flood Zone Cross Street Pow>0 0' ho L)s_e. SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgAPDISubRgmts.doc PERMIT NO. os. a BP BIN N PROJECT LOCATION r AP# 065-- (D o - 00 Property Address r 15" 3 S-3 9-v pi City Cross Street Pow>0 0' ho L)s_e. WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: under rovncf °1ee4j,, ,aj + W&14 e r I; h e to �. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Page 1 of 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: (A 1 l Bldg SRA Receipt #: Sheriff 7� 541� SMIP Date) GI11C/' r , Other Total RFV R -19-n5 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed bV the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. .❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [ ] NO [ ]. 2. I HAVE [;O] HAVE NOT [ )signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION = BUILDING' GIS • PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perforrn their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an `owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, , Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. A BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. -BP o ,e Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONING f W 6�5•l0o cal OWf��i DIPHONE NO. �� C dea�— � y O Efj'S ANDD. RESS � Q LOCATION OF BUIL I/NG ` USE OF BUILDING Iae Ci6< SIZE OF STRUCTURE SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYP F SIDING ROOF C VERING FLOOR TYPE )Vl'000aZ;� ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to co with the requirements in effect at that time and before occupancy. Date Signature of Owner Permit Fee ---$60= 1 oq.g0 The above described AG Bu Receipt No. +06Q - 1 SPCA- -�0�- Manager Building Division White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant is exempt from a building permit. FLOgD I PARC P.D.i ROOFI�f(, ISSUE Date — q- D�o S-_ l00- ool Peter, J. & Barbara Rizzo 15353'Humbug- Road { ` Magalia CA'9 9 3. 1 .. (530) 873-9149_ ' —OPa Rs -6-o g From: Peter Rizzo To: Steve Betts Butte County Planning Department 7 County Center Drive Oroville, CA 95965 Re: Property located at. 15353 & 15355 Humbug Road Letter of Intent `' ' Dear Steve, As per our conversation recently, I am sending you this letter to let you know what we intend to do with the cabin located on this property. We intend to start building a new house on the property, construction to start in the middle of September and hopefully to be completed by the end of January 1999. Once the new house'is;corhpleted the cabin will be converted into guest quarters. We will remove'the refrigerator and cook stove prior to moving into the new residence. ' We,do not plan on' using the cabin for living quarters. If this letter of intend satisfies the Planning Department requirement please send verification of your confirmation to: Scott Bechard �'n.vl'ro�rQuf41 tEealfh DeQf. 411 Main Street Chico, CA 95927 If you have additional questions or concerns please feel free to contact me at the above address and phone number. Thank you for your consideration! Sincerely, Peter J. Rizzo r r' �lannin9 DIvi�1�� 7l��If- VV I I C lsV VIV 1 1 KCJILJCl41 I^L. I-IIVPCK 11 KCI % JKU t-l/rte I A. P. N. / PROPERTY LOCATION: Tf ia• tlofl'' r . / wl� Book pa Parcel " / TRANSACTION RECORD USE TYPE LAND VALUE COMPUTATION Price Seller 6 Buyer Source & Data Single Appr. Width. Year Area Mod. Unit Site Total Fact. Value Value Value — Multi -Sol. Duplex a L; Ape I (>) . SHEET OF — Flat f.ourt I f'iI"J11f7 160 Use Code:'i_, c 161 Sales Are.—Coda: Motel 162 Appraiser No: CONSTRUCTION RECORD CDU RATING Res. -Apt. 163 Incomplete, P.U. 19............ Amount Dale Base Assist. Year Year Age Cond. Dash. UIII, r 164 Zoning. -- No. Units 165 Zoning Conformity: Yes [a -No E]Ilam as _ REMARKS _ � �❑ 166 Use ConformhY Yes o'} 1168 167 Bldg. Class: NF BR: 1[] 2 3[:3 40 5E] 169 Baths: 1❑ 2 3❑ t/r E] ria ❑- 170 Bate Year, 171 Area. _ck RCLND COMPUTATION 172 Land Type: Lot ❑ 1.! ,Acreage, EJ - 173 Garage: Yet 0 No 174 Pool: Yes ❑ No (�— SER 8 DATE: 'em Fact. Area Unit Cost Case Unit Cost Cost Unit Cost Cost " SUMMARY 'leer _ -- Assessment Year 19 "'. � 19 19 1.0 �— Appraiser 'f E - D F P•/rf. Date R.C.N. ,—A I,. "% C, 11 t P -rear R.C.L.N.D. — P- Land Value //��n�r.,�r*.)y 1 4.�tr —on.)I Patio Total Summation nCs — Comparable 1 �.F �— or � r•� �_ �. -- — --" Comparable 2 .(L, 0 Comparable 3 s listed Price — x1ras Sola Data (as TOTAL PROPERTY APPRAISAL _ Lana Improvements •(�� I.,. +�, Total Properly ( IW c)C) ASSESSED VALUES �• :.L.N.D. :.L.N.D. Land Improvements Total Property Entered — � ---' — ---- 1 —( --- E a I T i1`D, 10 ,� ; i LIC -1-11, I NG , 3!jjL7.!1\4S ROC1.1d AND INISH DETAIL . - . Fair :onc;t:': I I Z—c eie - L.,� Avg. Avq. �,nc.e -Slab Many Good I Recess 220V I 17.. X:lchn Pon Hood metol Stone Range I Sric!t i A.rbi. Oven I Raised Hearth I Room sio'.1 2 a All Entry Fi.ors 11131. P.w. Lino.! Walls S.R.1 Pl. Pa.. 1 Ceiling; 5 R. P1. Acc. E�. S.. Auds;ll Spec. j Rheas. Dcuble Ovens Wall ligt. Living lidirg Glass Dr(s) Electronic Ovsn Free Standing Dining 477w, A-95 00 =1 1 :;o BONE STRUCT. HEATING s Drop-in R 30 Heatilctor Family 7d Fr C. Elk. I Forced Central I Slide -in R c O I flank Shelves Kitchen l,ic4 Adobe Wall I Gravity I Garbage Disposal w Dbl. Opening I Breakfast I J ;taai I Conc. Floor Perim. Dishwosher Two Story,{bedrooms ' 1-7 1 1 sccd F c-2 Aad 1 4 IRadian LCeiling I Refrigerator CALCYLA41ONS: vje_P1,-S.w-f94,V- - t�56 E -r L4,011,4 Old EXTERIOR j Elec. I Its bd. Intercom GARAGE It., Its :A,? Qg Iss-�G-i Ao.sard IL6he11 tucco i Panel Gas S;ot I Breakfast Bar Attached i Utility 1 14:51 Q ;ding Shingle Engrd.I P. P. Vacuum Cleaner Detached KITCHEN' DETAIL hake Asbes.' Econo. hingle W , at Bar Do.bI4 Cabinets H.W. 0. P. Pl,,,d.1 Melal Spec. Not. [E,,7,edT — Al... 220 V. Outlet Single Dr. Ed. & Cob. Top Tile Mica Lino, I lSplash R & C E G A F P r—Vei —FSIn, COOLING Blender Carport BATH DETAIL Ref6g. Cenirol 880 G.rp.rf I Finish Fixtures Shower Evap. Roof Engrd. Wall Desk Electricity O. . H. door(s) Fir. No. Floor Walls Toil. lov. Tub St. O.T. G.D. Finish P.H... Misc. WINDOWS Econo, Win Remote Control Dr, X, 1 Wood Finished :$.I. Steel 1/2 Finished .I;de,s Alum. MISCELLANEOUS STRUCTURES- vrs. APPRAISER & DATE- 24 1 1-7 5 inm I z -7c- PA 5-111 :rank Operated Item Fdt.,. Fir. Ext. Int. I Roof I Age Size I $/S.F. % Gd. I RCLNO $.-S.F. % Gd. I RCINO $/S.F. % Gd.. RCLND lidirg Glass Dr(s) An 0 P 477w, A-95 00 =1 1 :;o OSSC; VA 3140! ROOF ;able cutch Gable Vitiou lip C C 1 L1, � T- 4hfj�, ' 1-7 1 1 sccd F c-2 Aad REMARKS: CALCYLA41ONS: vje_P1,-S.w-f94,V- - t�56 :lot -r L4,011,4 Old 111-% C It., Its :A,? Qg Iss-�G-i Ao.sard IL6he11 yoo,*, 1 14:51 Q ,wt -UP in. Eaves t hingle hake Ampa-shingle ampa-Roll or And Gravel Ile Ars E Drs. Spts. f T 61- 'T % 4. CSS — co -71-74, I t j i (�s S - j i -7 Ayll 4--- 2 ADDRESS MISCELLANEOUS BUILDING RECORD DESCRIPTION OF BUILDINGS PARCE1.065-/UU ••001. SHEET '�—(OF!7�_SHFET.' Bldg. No Structure Size Found. Roof Second Story Year dYoll B Exterior Type Cover Floor 8 Interior Detail at Loft Built Est. TOY Life Yr. . Si ry BEd Sc3,o r, c uric.. r.cs 19 9E - - 19 C46,iv 141X39 /115 CosP Good R. N. N. Cost Cost Good 3 Isforz,L /6 X18 Cos Cost* Good L. N. 11 Cost /3 X Z 1 L. N. N. / SDOU _ 500 d COMPUTATION < Appraiser -Date J2 e -i% /997 -�/:)rz SV "-06 19 9E X25-0 rL7 �/ayy 19 QNa9 Area . Co it CosP Good R. N. N. Cost Cost Good R. CN D. Cos Cost* Good L. N. 11 Cost Cost Good L. N. N. / SDOU 500 d 41 273 '7006 szo To t o l 7Z000 Appraiser- Date 19 19 19 19 No ' Area Unit Cost % R. C. N. Un t Cost % Unit Cost %R. C. N. Unit Cost % R, C. N. I i Total 77 F-7 —'— �— i IT_iT;�(--I { I� I ' q� I I '• t! I I i i I! I ! —r � ;�—j I' ! ' ' rl � ! i I ' !—I I ' r{ }—! � _� II �_i_ I �� _i—•j � ' 1 i I ! T�1�� ^ i ' 1 i I t--1 '' ! ! !�� ? ( is t T I t ( i ! I ! ! ! t I ( I T� {_j ( 1^! jy fj—! a 'I ( , ! ! i ;�—'�'—--; �,.! •! ! 7 I F t ! , - t p I !_9 !—' I '—! I 1 I 4 I 1 _ L !. ! it (_—i T p4 D1 ' iT+dJ,' TI —!ii`�i! ! �,T+ T ,--� I— `I 1! rT(�IlI _IcI_ i +—�—'j T TT ( rH.iI i!—`�+ —f• I I ' I1I ,/ _ V ! —I l i! i l l II i�!_, I!lfJ I F F—) I I I I (' .! I I i i :�( ;_! ! I 1 i ; ��j�•� �� i ii.`'- �, 7-�...:.-;... .... � ._ W� i , IT' �I l T! _ t I h—! i I' i I� � I I !_—� t T �! ! ! �-�-{ice' ! 1, --I t j' -Ti : i! +� �`p'� •- I rl—�! I r ! � i r `�i s I ( I T I ' ! !�-T� i ' ' , � j—, 1��._L_• ( ' I It !. i I � �T_'�' f r ! h._e I ' °_i �._y.-.:_' ! r 1 I ' I ( 11 I 1 S ! 1 - , l i s r i; --j• j,! , L 77 F-7 —'— D r'I ITED ST12U CTU 12,gL CALCULATIONS FOP, CUSTOM TWO STORY RESIDENCE FOP, PETE �t BARBARA RIZZO JOB SITE APN: - - 15353 HUMBUG MAGALIA, GA A•E•C GROUP ARCHITECTURE + ENGINEERING + CONSTRUCTION Larry J. Warner A.I.A., ARCHITECT 574 MANZANITA AVE., SUITE 4 CHICO, CALIFORNIA 95926 916-892-8008 FILE COPY W PROJECT: RIZZO SFR PROJ. No. CAR854RI LOCATION: MAGALIA, CA DATE: 6/24/98 BY: ' LJW PAGE 1 OF CODES: Uniform building code, 1994 Edition AISC, Manual of steel construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIAL: Concrete: f = 2,500 psi min. @ 28 days Masonry: f c = 1500 psi Mortor: f c = 1800 psi, Type "S" Grout: f = 2500 psi @ 28 days Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A-615 Grade 50 for #5 or larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A, unfinished Wood Connectors: Simpson Strong -Tie or equal Wood: Light Framing: Const. Grade Douglas Fir Struct. Lt Framing, Joists & Planks: Doug, Fir No. 2 Beams & Stringers, Posts & Timbers: Doug Fir No. 1 Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9 Glue -Lam Timber: ANSI / AITC A190.1-1983 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 30 psf Snow Floor Live Load: 40 psf Seismic Zone: 3 Wind Speed: 75 mph Exposure: B Method 2 used unless noted otherwise. Allowed Soil Bearing: 1,500 psf NOTE: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of AEC Group, Larry J. Warner AIA, Architect. Verification of the soil conditions at the project site to determine the expansive or bearing capacity is by others. AEC GROUP., Larry J. Warner AIA, Architect, 574 Manzanita Ave., Chico, CA 95926, 916-892-8008 PROJECT: RIZZO SFR PROJ. No. CAR854RI LOCATION: MAGALIA, CA DATE: 6/24/98 ROOF DEAD LOAD CALCULATIONS . CONVENTIONAL FRAMED ROOF ROOFING 2.0 PSF 1/2" OSB PLY 1.7 2x6 @ 24" O.C. 1.6 2x6 @ 24" O.C. 1.6 5/8" GYP BRD. 2.8 INSUL 1.0 MISC 0.5 TOTAL TRUSSED ROOF SYSTEM BY: LJW PAGE 2 OF 11.2 PSF USE 12.0 PSF. ROOFING 2.0 PSF 1/2" OSB PLY 1.7 TRUSSES @ 24" O.C. 3.5 5/8" GYP BRD. 2.8 INSUL 1.0 MISC 0.5 TOTAL 11.5 PSF USE 12.0 PSF. FLOOR SYSTEM 2.3 PSF ( I -JOIST FRAMING IST FLOOR) 3/4" CDX PLY 2.3 PSF I -JOIST 1.2 INSULATION 0.6 MISC 0.5 FLOORING 3.5 TOTAL ( I -JOIST FRAMING 2ND FLOOR) 3/4" CDX PLY 2.3 PSF I -JOIST 1.7 5/8" GYP BRD 2.8 MISC& INSUL 1.6 FLOORING 1.5 8.1 PSF TOTAL USE 9.0 PSF. 9.9 PSF USE 10.0 PSF. AEC GROUP., Larry J. Warner AIA, Architect, 2059 Forest Ave., Chico, CA 95928, 916-892-8008 Roof Beam[ 94 UBC (91 NDS)1 Ver. V4051877 By: Larry J. Warner=A:I.A. , AEC Group on: 11-09-1998 Proiect: CAR854RI - Location:GD:!H 1RD 6' GARAGE DOOR HDRD 1034 Summary: Sreq= ,(3:50:IN-71 1.25 I� x 16.0 FT / #2_�DOUGLAS FIR -LARCH - Dry Use IN3 Section Adat eque By: 45.4% Controlling Factor: Section Modulus / Depth Required 9.33 In Deflections: Areq= Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): IN4 Live Load: RL= Dead Load: RD= Total Load: RT= Bearing Length Reqd.: BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Beam Loadinq: Live Load: LL= Side One: Roof Dead Load: DLI= Roof Rafter Tributary Width: TW1= Side Two: Roof Dead Load: DL2= Roof Rafter Tributary Width: TW2= Roof Duration Factor: Cd= Slope Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladl= Beam Live Load W/ Slope Red'n: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: WT= Controllinq Total Design Load: wTcont= Properties For: #2- DOUGLAS FIR -LARCH Bendinq Stress: Fb= Shear Stress: Fv= ---::Modulus of Elasticity: E_ to Grain: Fcerp= A �S9S;Petpendicular tilts Tinsion . "':Adjustment Factors: Cd=1.15 Cf=1.10 Fv': Fv'= Adiustment Factors: Cd=1.15 Design Requirements: Mabmum Moment: Shear (A. d from beam end): Comparisons With Required Sections: Sept pPodulus: Area: Moment of Inertia: 0.08 IN 0.24 IN = U787 0.32 IN = U591 880 LB 291 LB 1171 LB 0.54 IN 16.0 FT 0.0 FT 6.00 :12 240 180 55 PSF 12 PSF 1.0 FT 12 PSF 1.0 FT 1.15 16.0 FT 110 PLF 10 PLF 36 PLF 146 PLF 146 PLF 875 PSI 95 PSI 1600000 PSI 625 PSI 1107 PSI 109 PSI M= 4685 FT -LB V= 1034 LB Sreq= 50.8 IN3 S= 73.8 IN3 Areq= 14.2 IN2 A= 39.3 IN2 Ireq= 126.8 IN4 1= 415.2 IN4 Roof Beamf 94 UBC (91 NDS) I Ver. V4051877 BY: Larry J rWamer_A.I.A. , AEC Group on: 11-06-1998 Proiect: CAR854RI - Location�DR:1-8'-SPAN'RDR @ DINING Summary: ,__-r 4 EC21-1-751N x 9.50 IN -x -8.0 -FT -/-1-.9E .Microll. - TRUS JOIST -MACMILLAN Section -Adequate By: 24.0% Controlling Factor: Section Modulus / Depth Required 8.53 In Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Reqd.: Beam Data: Span: Maximum Unbraced Span: Pitch Of Roof: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Beam Loadinq: Live Load: Side One: Roof Dead Load: Roof Rafter Tributary Width: Side Two: Roof Dead Load: Roof Rafter Tributary Width: Roof Duration Factor: Slope Adjusted Lenqths and Loads: Adiusted Beam Lenqth: Beam Live Load W/ Slope Red'n: Beam Self Weiqht: Beam Total Dead Load: Total Maximum Load: Controllinq Total Desiqn Load: Properties For: 1.9E Microllam- TRUS JOIST -MACMILLAN Bendinq Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.15 Cf=1.03 FV: Adiustment Factors: Cd=1.15 Design Requirements: Maximum Moment: Shear (Ca) d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: DLD= 0.05 IN LLD= 0.21 IN = U454 TLD= 0.26 IN = U363 RL= 4363 LB RD= 1097 LB RT= 5459 LB BL= 2.08 IN L= 8.0 FT Lu= 0.0 FT RP= 6.00 :12 U 240 U 180 LL= 55 PSF DL1= 12 PSF TW1= 17.83 FT DL2= 12 PSF TW2= 2.0 FT Cd= 1.15 Ladi= 8.0 FT wL= 1091 PLF BSW= 8 PLF wD= 274 PLF WT= 1365 PLF wTcont= 1365 PLF Fb= 2600 PSI Fv= 285 PSI E= 1900000 PSI Fc_perp= 750 PSI Fb'= 3087 PSI Fv'= 328 PSI M= 10918 FT -LB V= 4379 LB Sreq= 42.5 IN3 S= 52.6 IN3 Areq= 20.1 IN2 A= 33.2 IN2 Ireq= 132.3 IN4 1= 250.0 IN4 Roof Beaml` 94 UBC (91 NDS)1 Ver. V4051877 /--.�.�--�Bv:-L-arryJ:-Warner A.I.A. , AEC Group on: 11-06-1998 Proiect: CAR854RI - Location: HDd R-11:HDR_@.DOOR 11 4( Summary,: V= ,5.25,r IN z 16.00 IN x 15.0 FT / 2,0E WSP_arallam_`rTRUS JOIST -MACMILLAN LB Section Adequate By: 26:4° Controlling Factor: Section Modulus / Depth Required 14.23 In Deflections: IN3 Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): 84.0 Live Load: RL= Dead Load: RD= Total Load: RT= Bearing Length Reqd.: BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof. RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Beam Loading: Live Load: LL= Side One: Roof Dead Load: DL1= Roof Rafter Tributary Width: TW1= Side Two: Roof Dead Load: DL2= Roof Rafter Tributary Width: TW2= Roof Duration Factor: Cd= Slope Adjusted Lengths and Loads: Adiusted Beam Length: Ladi= Beam Live Load W/ Slope Red'n: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: WT= Controlling Total Design Load: wTcont= Properties For: 2.0E WS Parallam- TRUS JOIST -MACMILLAN Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Adjustment Factors: Cd=1.15 Cf=0.97 FV: Adiustment Factors: Cd=1.15 Design Requirements: Maximum Moment: Shear (0) d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: 0.11 IN 0.43 IN = U420 0.54 IN = U334 10106 LB 2618 LB 12725 LB 3.73 IN 15.0 FT 0.0 FT 6.00 :12 240 180 55 PSF 12 PSF 6.5 FT 12 PSF 18.0 FT 1.15 15.0 FT 1348 PLF 20 PLF 349 PLF 1697 PLF 1697 PLF 2900 PSI 290 PSI 2000000 PSI 650 PSI 3230 PSI 334 PSI M= 47717 FT -LB V= 10462 LB Sreq= 177.3 IN3 S= 224.0 IN3 Areq= 47.1 IN2 A= 84.0 IN2 Ireq= 1023.3 IN4 1= 1792.0 IN4 Roof Beam[ 94 UBC (91 NDS)1 Ver. V4051877 .Bv:TLarrv_J. Wamer A.I.A. , AEC Group on: 11-06-1998 HDR -2 CAR854RI - Location. 5' SPAN TYP. HDR Summary: 3:50'INx 11:. 5 12 N x 5.0-FT%.'#2 - DOUGLAS FIR -LARCH - Dry Use cti Seon_Adequate By: 34:3°7o Controlling Factor: Area / Depth Required 9.26 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.02 IN = U2599 Total Load: TLD= 0.03 IN = U2075 Reactions (Each End): Live Load: RL= 2727 LB Dead Load: RD= 689 LB Total Load: RT= 3416 LB Bearing Length Reqd.: BL= 1.56 IN Beam Data: Span: L= 5.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 6.00 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Beam Loading: Live Load: LL= 55 PSF Side One: Roof Dead Load: DLI= 12 PSF Roof Rafter Tributary Width: TW1= 17.83 FT Side Two: Roof Dead Load: DL2= 12 PSF Roof Rafter Tributary Width: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lengths and Loads: Adiusted Beam Length: Ladi= 5.0 FT Beam Live Load W/ Slope Red'n: wL= 1091 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: wD= 276 PLF Total Maximum Load: WT= 1366 PLF Controlling Total Design Load: wTcont= .1366 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1107 PSI Adjustment Factors: Cd=1.15 Cf=1.10 Fv': Fv'= 109 PSI Adiustment Factors: Cd=1.15 Design Requirements: Ma)amum Moment: M= 4270 FT -LB Shear (01 d from beam end): V= 2135 LB Comparisons With Required Sections: Section Modulus: Sreq= 46.3 IN3 S= 73.8 IN3 Area: Areq= 29.4 IN2 A= 39.3 IN2 Moment of Inertia: Ireq= 38.4 IN4 1= 415.2 IN4 Cantilever Floor Beam( 94 UBC (91 NDS)1 Ver. V4051877 Bv:_LarryJ. Warner A.I.A. , AEC Group on: 11-06-1998 Proiect: CAR854RI - Location: 1`@'CORNER &-40-0K , Summary.: 6.3 ).1.75 IN x 11.875 IN x 10.75 FT / 1.9E Microllam - TRUS JOIST -MACMILLAN Section Adequate'Bv: 44.9%Controllinq Facto: Moment of friertia-/-Depth Required 10.49 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Cant Tip 1 Live Load: LLD1= 0.18 IN Cant Tip 1 Total Load: TLD1= 0.22 IN Interior Span Live Load: LLD= -0.06 IN = U1457 Interior Span Total Load: TLD= -0.08 IN = U1188 End Reactions: Left End Total Load Reactions: R1 max= 8307 LB R1min= 0 LB Right End Total Load Reactions: R2max= 124 LB Note:Desipn For Uplift Loads R2min= -2082 LB Dead Load Uplift F.S.: FS= 1.5 Bearing Length Bearing Length Reqd.: BL1= 2.11 IN Bearing Length Reqd.: BL2= 0.03 IN Beam Data: Span: L= 7.75 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Beam Loading: Dead Load: DL= 12 PSF Beam Self Weight: BSW= 15 PLF Cantilever End One: End Span: CS1= 3.0 FT Tributary Width: TW1= 1.6 FT Live Load: LL1= 40 PSF Point Live Load: PL1= 4363 LB Point Dead Load: PD1 = 1097 LB Interior Span: Tributary Width: TW= 1.6 FT Live Load: LL= 40 PSF Beam Uniform Loading Summary: End One: Dead Load: wD1= 34 PLF End One: Live Load: wL1= 64 PLF Interior Span: Dead Load: wD= 34 PLF Interior Span: Live Load: wL= 64 PLF Properties For: 1.9E Microllam- TRUS JOIST -MACMILLAN Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticitv: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb' (Tension): Fb'= 2604 PSI Adiustment Factors: Cd=1.00 Cf --1.00 Fb' (Compression Face in Tension [End 11): Fb'1= 2579 PSI Adjustment Factors: Cd=1.00 CI=0.99 Cf=1.00 FV: FJ= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= -16823 FT -LB Over Left Support (End 1) Critical M created by combining all dead loads and P1 and w1 live loads. Maximum Shear: V= 5755 LB At Cantilever Edge of Left Support (End 1) Critical V created by combining all dead loads and P1 and w1 live loads. Comparisons With Required Sections: Section Modulus: Sreq= 78.3 IN3 S= 123.3 IN3 Area: Areq= 30.3 I N2 A= 62.3 IN2 Moment of Inertia: Ireq= 505.6 IN4 1= 732.6 IN4 Column( 94 UBC (91 NDS) ) Ver. V4051877 By: Larry J. Warner A.I.A. , AEC Group on: 11-06-1998 Proiect: CAR854RI -,Location-C=1-COUPOST @-BM Summary:. r<( 2_) 1..50,x_5.50 x 9:O-FT-12? DOUGLAS FIR-LARCH - Dry Use Section Adequate Bv: 4b:2"/° • Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Base Reactions: Live: RL= 5526 LB Dead: RD= 2803 LB Total: RT= 8329 LB Axial Loads: Live Loads: PL= 5526 LB Dead Loads: PD= 2762 LB Total Loads: PT= 8288 LB Column Data: Length: L= 9.0 FT Column End Condition: Ke= 1.0 Maximum Unbraced Length (X Axis): Lx= 9.0 FT Maximum Unbraced Length (Y Axis): Ly= 0.0 FT Eccentricity (X Axis): ex= 0.00 IN Eccentricity (Y Axis): ey= 0.00 IN Column Design Stresses: Compressive Stress: Fc= 1300 PSI Modulus of Elasticity: E= 1600000 PSI Bending Stress (X Axis): Fbx= 875 PSI Bending Stress (Y Axis): Fby= 875 PSI Adjusted Properties: Fbx': Fbxi= 1138 PSI Adjustment Factors: Cd=1.00 Cf=1.30 Fb ' y Fby'= 1308 PSI Adiustment Factors: Cd=1.00 Cf--1.30 Cfu=1.15 Fc'(parallel): Fc'_parl= 917 PSI Adiustment Factors: Cd=1.00 Cf--1.10 Cp=0.64 Controlling Direction: (X Compressive Stress: fc= 502 PSI Allowable Compressive Stress: Fc'= 917 PSI Column Properties: Column Section (X Axis): dx= 5.50 IN Column Section (Y Axis): dv= 3.00 IN Area: A= 16.50 IN2 Section Modulus (X Axis): Sx= 15.1 IN3 Section Modulus (Y Axis): Sy= 8.3 IN3 Length Depth Ratio: Lex/dx= 19.6 Ley/dy= .0 Column Bending Calculations: Combined Stress Factor: CSF= 0.55 Column( 94 UBC (91 NDS)1 Ver. V4051877 Bv:.Larry J. Warner A.I.A. , AEC Group on: 11-06-1998 Protect: CAR854RI - Location; C 3 COUPOST @ _GDH_ D_R_ -2e Summary: J1`50 x 3.50 x.7.0_FT / St — —DOUGLAS FIR-LARCH - Dry Use Section Adequate By: 61.6% Base Reactions: Live: RL= 825 LB Dead: RD= 283 LB Total: RT= 1108 LB Axial Loads: Live Loads: PL= 825 LB Dead Loads: PD= 273 LB Total Loads: PT= 1098 LB Column Data: Length: L= 7.0 FT Column End Condition: Ke= 1.0 Maximum Unbraced Length (X Axis): Lx= 7.0 FT Mabmum Unbraced Length (Y A)is): Ly= 0.0 FT Eccentricity (X A)is): ex= 0.00 IN Eccentricity (Y A)is): ey= 0.00 IN Column Design Stresses: Compressive Stress: Fc= 825 PSI Modulus of Elasticity: E= 1400000 PSI Bending Stress (X Axis): Fbx= 675 PSI Bending Stress (Y A)ds): Fby= 675 PSI Adjusted Properties: FbX: Fbx'= 743 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Fby': Fby'= 817 PSI Adiustment Factors: Cd=1.00 Cf--1.10 Cfu=1.10 Fd(parallel): Fc'_parl= 545 PSI Adiustment Factors: Cd=1.00 Cf--1.05 Cp=0.63 Controlling Direction: (X Axis) Compressive Stress: fc= 209 PSI Allowable Compressive Stress: Fc'= 545 PSI Column Properties: Column Section (X A)ds): dx= 3.50 IN Column Section (Y Axis): dv= 1.50 IN Area: A= 5.25 IN2 Section Modulus (X Axis): Sx= 3.1 IN3 Section Modulus (Y A)is): Sy= 1.3 IN3 Length Depth Ratio: Lex/dx= 24.0 Ley/dy= .0 Column Bending Calculations: Combined Stress Factor: CSF= 0.38 Uniformly Loaded Floor Beam[ 94 UBC (91 NDS)1 Ver. V4051877 BY:_Larry_J_Warner A.I.A. , AEC Group on: 11-06-1998 Proiect: CAR854RI - Location: FG-1 TYP. FLOOR GIRDER Summary; i( 2 ) 1.75 IN x 5.50 IN_x_6..0_FT / 1.9E Microllam -jTRUS JOIST-MACMILLAN Section Adequate By: 97.66/.--Con—trolling-Factor:-Moment of Inertia / Depth Required 4.38 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.10 IN = U711 Total Load: TLD= 0.13 IN = U541 Reactions (Each End): Live Load: RL= 960 LB Dead Load: RD= 302 LB Total Load: RT= 1262 LB. Bearing Length Reqd.: BL= 0.48 IN Beam Data: Span: L= 6.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Dead Load: DL= 12 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW1= 4.0 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 4.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 320 PLF Beam Self Weight: BSW= 5 PLF Beam Total Dead Load: wD= 101 PLF Total Maximum Load: WT= 421 PLF Controlling Total Design Load: wTcont= 421 PLF Properties For: 1.9E Microllam- TRUS JOIST-MACMILLAN Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties: Fb' (Tension): Fb'= 2891 PSI Adjustment Factors: Cd=1.00 Cf=1.11 FV: FV= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 1893 FT-LB Shear (A- d from beam end): V= 1069 LB Comparisons With Required Sections: Section Modulus: Sreq= 7.9 IN3 S= 17.6 IN3 Area: Areq= 5.7 IN2 A= 19.2 IN2 Moment of Inertia: Ireq= 24.6 IN4 1= 48.5 IN4 Floor Joistf 94 UBC (91 NDS)1 Ver. V4051877 Bv:-Larry J. -Warner A.I.A. , AEC Group on: 11-06-1998 Project: CAR854RI - Location. FJ=1-TYP. FLOOR JOIST Summary: JIVPRO 150 / 9.5 - TRUS JOIST MACMILLAN x 8.16_FT_Ca� 19.20-O.0 — Section Adequate Bv: 985:7% Controlling Facto: Allowable end reaction Hoists were designed for simple spans using the joist manufacturers published values. If the design does not match the actual joist loading or span conditions in any way, contact the joist manufacturer for design verification. Deflections: Interior Span Live Load: Interior Span Total Load: Joist Reactions: Live Load: Dead Load: Total Load: Joist Data: Span: Maximum Unbraced Length: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Joist Loading: Uniform Live Load: Floor Duration Factor: Code Required Concentrated Live Load: Uniform Dead Load: Joist Live Load: Joist Dead Load: Properties For: TJI PRO 150 / 9.5- TRUS JOIST -MACMILLAN Depth: Moment Capacity: Shear Capacity: EI: End Reaction Capacitv: Comparisons With Required Sections: Maximum Moment: Adjusted Moment Capacity: Maximum Shear: Adjusted Shear Capacity: EI Required: EI: Maximum End Reaction: Adjusted Reaction Capacity: LLD= TLD= RL= RD= RT= L= Lu= U U LL= Cd= LLconc= DL= wL= wD= D= Mcap= Vcap= El= Rcap= M Mcap_adj= V= Vcap adi= EI req= El= Rmax= Rcap_adj= 0.00 IN = U120798400 0.02 IN = U6292 0 LB 78 LB 78 LB 8.16 FT 0.0 FT 480 360 0 PSF 0.90 0 LB 12 PSF 0 PLF 19 PLF 9.50 2730 1120 160000000 945 160 2457 78 1009 9155137 160000000 78 851 IN FT -LB LB LB-IN2 LB FT -LB FT -LB LB LB LB4N2 LB -I N2 LB LB Uniformly Loaded Floor Beamf 94 UBC (91 NDS)1 Ver. V4051877 _ �By;L-arry J. Warner A.I.A. , AEC Group on: 11-06-1998 Project: CAR854RI - Location:�FG=1'TYP. FLOORGIRDER Summary: ( 2) 1.75.[N -x -5:50 -IN -x -6:0 -FT / 1.9E_Microllam - TRUS JOIST -MACMILLAN Section Adequate By: 97.6% Controlling Facto: Moment of Inertia / Depth Required 4.38 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.10 IN = L1711 Total Load: TLD= 0.13 IN = U541 Reactions (Each End): Live Load: RL= 960 LB Dead Load: RD= 302 LB Total Load: RT= 1262 LB Bearing Length Regd.: BL= 0.48 IN Beam Data: Span: L= 6.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Dead Load: DL= 12 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW1= 4.0 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 4.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loadinq: Beam Total Live Load: wL= 320 PLF Beam Self Weight: BSW= 5 PLF Beam Total Dead Load: wD= 101 PLF Total Maximum Load: WT= 421 PLF Controllinq Total Desiqn Load: wTcont= 421 PLF Properties For: 1.9E Microllam- TRUS JOIST -MACMILLAN Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties: Fb' (Tension): Fb'= 2891 PSI Adjustment Factors: Cd=1.00 Cf=1.11 FV: Adjustment 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 1893 FT -LB Shear (A d from beam end): V= 1069 LB Comparisons With Required Sections: Section Modulus: Sreq= 7.9 IN3 S= 17.6 IN3 Area: Areq= 5.7 IN2 A= 19.2 IN2 Moment of Inertia: Ireq= 24.6 IN4 1= 48.5 IN4 Square Footing Design r 94 UBC (91 NDS)1 Ver. V4051877 �-- -- By_ Larry_ J;Wamer_A.I.A. , AEC Group on: 11'-09-1998 Prosect: CAR854RI - Location: FTS G-1 FTG @FLOOR GIRDER fl Summary: , Size: 1.5 FT z 1'.5'FT x 10.00 IN A Footing,has-been-designed-without reinforcement. Footing Loads: Live Load: PL= Dead Load: PD= Total Load: PT= Ultimate factored load: Pu= Footing Properties: Allowable soil bearing pressure: Qs= Effective soil bearing pressure: Qe= Concrete compressive strength: F'c= Selected Size: Length: L= Width: W= Area: A= Ultimate bearing pressure: Qu= Column Base Dimensions: Length: I= Width: w= Footing Size Selection: - Required footing area: Areq= Minimum footing size required: Lreq= Footing depth based on shear stresses: Selected footing depth: D= Punching Stress Calculations: Critical perimeter: Bo= ' Punching shear: Vu1= Punching shear stress: vul= Allowable punching shear stress: vc1= Beam shear stress calculations: Beam shear: Vu2= Beam shear stress: vu2= Allowable beam shear stress: vc2= Bending Requirements: Factored moment: Mu= Nominal moment strength: Mn= 1920 LB 604 LB 2524 LB 4110 LB 1500 PSF 1375 PSF 2500. PSI 1.5 FT 1.5 FT 2.25 SF 1826 PSF 3.50 IN 3.50 IN 1.84 SF 1.35 FT iL�ZIIIIlk.'' 46.00 IN 2432 LB 10 PSI 200 PSI 0 LB 0 PSI 100 PSI 6000 IN -LB ,48750 IN -LB Square Footing Design f 94 UBC (91 NDS)1 Bw-Larrv-1-Warner_A.LA. , AEC Group on Proiect: CAR854RI - Location: FTG=S'FTG'@ C-1 COUPOST @ BM -1' Summary: Size: 2.5 FT x 2.5 FT x 10.00 IN * Footing has been di:sigriedwithout reinforcement. Footing Loads: Live Load: Dead Load: Total Load: Ultimate factored load: Footing Properties: Allowable soil bearing pressure:_ Effective soil bearing pressure: Concrete compressive strength: Selected Size: Length: Width: Area: Ultimate bearing pressure: Column Base Dimensions: Length: Width: Footing Size Selection: Required footing area: Minimum footing size required: Footing depth based on shear stresses: Selected footing depth: Punching Stress Calculations: Critical perimeter: Punching shear: Punching shear stress: Allowable punching shear stress: Beam shear stress calculations: Beam shear: Beam shear stress: Allowable beam shear stress: Bending Requirements: Factored moment: Nominal moment strength: Ver. V4051877 :11-06-1998 PL= 6631 LB PD= 1687 LB PT= 8318 LB Pu= 13635 LB Qs= 1500 PSF Qe= 1375 PSF F'c= 2500 PSI L= 2.5 FT W= 2.5 FT A= 6.25 SF Qu= 2182 PSF 1= 3.00 IN W= 5.50 IN Areq= 6.05 SF Lreq= 2.46 FT D= 10.00 IN Bo= 49.00 IN Vu1= 11385 LB vu1= 45 PSI vc1= 200 PSI Vu2= 2500 LB vu2= 16 PSI vc2= 100 PSI Mu= 41415 IN -LB Mn= 81250 IN -LB 0 o - b o UPPER LEVEL SHEAR WALL SUMMARY PROJ. NO. CAR854RI-REV-2 DATE NOVEMBER 05, 1998 SHEET GRID WALL SEG. LOAD PANEL PANEL H.D. LINE SEG. LGTH PLF TYPE No. LOAD 1 a 5'-0 213 C-1 10 1388 b 8'-0 213 C-1 10 1071 c 4'-0 213 C-1 10 1493 d e f 2 a n/a b c d e f 3 a b 14'-0 246 C-1 10 1050 c 14'-0 246 C-1 10 1050 d e f 4 a 21 285 C-1 10 825 b c d e 5 a b 8'-9 194 B-4 7 817 c 12'-0 194 B-4 7 535 d 12'-0 194 B-4 7 N/A e f 6 a Xf b c 4'-9 420 D 13 .3278 d 4'-9 420 D 13 3278 e f 7 a b c d e f 8 a b c H.D. TYPE A A will 1 1 7L 1 1 N/A NOTE d GflQ.�1�rc.or G-5rc.= e f Z7b S 9 2= 9 23Z U SIC TWJC SIJ 1 40 UPPER LEVEL PROJ. NO. CAR854RI-REV-2 GRID WALL SEG. LINE SEG. LGTH A 1 2 3 4 5 6 B 1 4'-6 3-a 6'-0 3-b 4'-0 4 5 6 C 1 2 3 C) 5-a 4'-0 5-b 5'-0 5-c 5'-0 D 1 T-9 2 4'-0 3 7'-0 4 4'-6 5 6 , E 1 2 3 5-a 5'-6 5-b 6'-0 5-c 5'-9 F 1 2 3 4 5 6 G 1 2 3 4 5 6 H 1 2 3 4 5 6 SHEAR WALL SUMMARY DATE NOVEMBER 05, 1998 SHEET OF LOAD PANEL PANEL H.D. H.D. NOTE PLF TYPE No. LOAD TYPE 391 D 13 3046 6 391 D 13 2887 6 391 D 13 3098 6 720 F 20 6058 L 720 F 20 5952 L 720 F 20 5952 L 382 D 13 3046 D 382 D 13 3020 D 382 D 13 2703 D 382 D 13 2967 D 96 B-47 285 N/A 96 B-4 7 232 N/A 96 B-4 ' 7 % 258 N/A co(W ILIZ LOWER LEVEL PROJ. NO. CAR854RI-REV-2 GRID WALL SEG. LINE SEG. LGTH 1 a N/A b c d e f 2 a N/A b c d e f 3 a N/A b c d e f 4 a N/A b c d e f 5 a 44'-0 b c d e f 6 a N/A b c d e f 7 a b c d e f 8 a b c d e f SHEAR WALL SUMMARY DATE NOVEMBER 05, 1998 SHEET LOAD PANEL PANEL H.D. PLF TYPE No. LOAD 346 M D 13 N/A OF H.D. TYPE N/A NOTE LOWER LEVEL PROJ. NO. CAR854RI-REV-2 GRID WALL SEG. LINE SEG. LGTH A 1 N/A 2 3 4 5 6 B 1 55'-0 3-a 3-b 4 5 6 C 1 N/A 2 3 5-a 5-b 5-c D 1 N/A 2 3 4 5 6 E 1 N/A 2 3 5-a 5-b 5-c F 1 N/A 2 3 4 5 6 G 1 N/A 2 3 4 5 6 H 1 N/A 2 3 4 5 6 SHEAR WALL SUMMARY DATE NOVEMBER 05, 1998 SHEET OF LOAD PANEL PANEL H.D. H.D. NOTE PLF TYPE No. LOAD TYPE 132 B-4 7 N/A N/A !rl NOTE HOLDOWN SCHEDULE ALL HOLDOWNS ARE SIMPSON STRONG TIE U.N.O. FLOOR TO FLOOR H.D. H.D. ANCHOR END NAIL / SCREW LOAD WOOD TYPE NAME TIE SPAN BOLT READ. CAPACTY MEMBER 1 CS18 N/A 9" 18-10d COM. 1270 2x 2 CS16 N/A 11" 22-10d COM. 1650 2x 3 CMST14 N/A 34" 74-16d COM. 6795 4x 4 LFTA N/A N/A 16-10d COM 1205 2-2x 5 FTA2 N/A N/A 4-5/8" 2820 2-2x 6 FTA5 N/A N/A 4-5/8" 3725 2-2x 7 ST6224 N/A N/A 28-16d COM. 2520 2-2x 8 MST37 N/A N/A 22-16d SINKERS 1764 4x 9 MST60 N/A N/A 48-16d SINKERS 4191 4x 10 PHD2 5/8" N/A 10-SDS1/4x3 3285 2-2x 11 PHD5 5/8" N/A 10-SDS1/4x3 4500 2-2x 12 PHD8 7/8" N/A 24-SDS1/4x3 7120 2-2x 13 HD8A 7/8" N/A 3-7/8" 7460 4x 14 HD10A 7/8" WA 4-7/8" 9540 4x 15 HD20A 11/4" N/A 4-1" 13380 6x NOTE HOLDOWN SCHEDULE ALL HOLDOWNS ARE SIMPSON STRONG TIE U.N.O. FTOOTING/SLAB HOLDOWNS SINGLE POUR 2500 PSI CONCRETE H.D. H.D. A.B. STEM NAIL / SCREW LOAD WOOD NOTE TYPE NAME TYPE WALL BOLT READ. CAPACTY MEMBER A LSTHD8 N/A 6" 24-16d SINKERS 1825 2-2x B STHD8 N/A 6" 24-16d SINKERS 2210 2-2x C STHD10 N/A 6" 28-16d SINKERS 2880 2-2x D STHD14 N/A 6" 38-16d SINKERS 4295 2-2x E PAHD42 N/A 6" 7-16d SINKERS 782 2x F HPAHD22 N/A 6" 9-16d SINKERS 1118 2X G HPAHD22 N/A 8" 12-16d SINKERS 1725 2x H PHD2 SSTB16 6" 10-SDS1/4x3 3285 2-2x J PHD5 SSTB20 6" 13-SDS1/4x3 4500 2-2x K PHD6 SSTB24 6" 18-SDS1/4x3 5585 2-2x L PHD8 SSTB28 6" 24-SDS1/4x3 7120 2-2x M HD8A SSTB28 6" 3-7/8" 7460 4x N HD10A SSTB28 6" 4-7/8" 9540 4x O HD20A 11/4" 6" 4-1" 13380 6x ALTERNATE SHEAR WALL SCHEDULE SEISMIC LOADS PAGE 9-A PANEL PANEL LOAD SHEATHING 1,2,5 EDGE FIELD A.B. SIZE & SILL 3,4 A -35F 6 TYPE No. PLF NAILING NAILING SPACING NAILING CLIPS A 1 50 1/2" GYP BRD ONE SIDE 5d @ 7" 5d @ 7" 1/2" @ 72" 16d @ 24" 48" O.C. A-1 2 100 1/2" GYP BOTH SIDES 5d @ 7" 5d @ 7" 1/2" @ 72" 16d @ 6" 24" O.C. A-2 3 133 THREE COAT STUCCO STD. PER U.B.C. 1/2"a(Y 72°______ 16d_ a� 8"___-_• 36° O.C._-� -STUCCCO B 4 180 THREE COAT STUCCO STD. STUCCCO PER U.B.C. 1/2 @ 72 16d @ 6 24 O.C. . B-1 5 170 FOME- COR PER ICBO # 3335 ICBO REPORT #3335 1/2" @ 72" 16d @ 6" 30" O.C: B-2 5 175 1/2 x 4'x8' NAIL BASE FIBERBRD 11 G R.N. @ 3" 11 G R.N. @ 6" 1/2" @ 72" 16d @ 6" 3D" O.C. B'B7;P 7 200 3/8" CDX 6d @ 6" 6d @ 12" 1/2" @ 72" 16d @ 6" 2'4" O.C. B-5 8 220 FOME- COR PER ICBO # 3335 ICBO REPORT # 3335 1/2" @ 48" 16d @ 6" 24" O.C.- 1/2" GYP INTERIOR FACE 5d-. T' - @ 12" ...................•----------------& '---- C ------------ ---------------------------------------•----------....------------------@. 9 310 •.------------- 1/2" CDX PLY 10d 6" 10d ................@.....---------.._ 12" 1/2" ..@.. 48" 16d .-------------.��.......------------.. 3" 18" O.C. C-1 10 320 3/8" CDX PLY ONE SIDES 8d @ 4" 8d @ 12" 1/2" @ 48" 16d (0 3" 18" O.C. C-2 11 250 3/8" CDX PLY EXTERIOR 8d @ 6" 8d @ 12" 1/2" @ 48" 16d @ 4" 18" O.C. 1/2" GYP BRD INTERIOR 5d @ 7" 5d @ 7" C-3 12 400 3/8" CDX PLY BOTH SIDES_ .... 8d_Q 6°__________8d_�a •12°__--_•-_- 5/8" (a, 54°_•__••-20d-(c� 3" _--__ 12° O.C. D� 13 460 1/2" PLY EXTERIOR 10d @ 4" 10d @ 12" 5/8" @ 54" 20d @ 3" 9" O.C. D-1 14 480 7/16" CDX PLY BOTH SIDES 8d @ 6" 8d @ 12" 5/8" @ 54" 20d @ 3" 9" O.C. D-2 15 430 1/2" PLY EXTERIOR 8d @ 4" 8d @ 12" 5/8" @ 54" 20d @ 3" 9" O.C. 1/2" GYP BRD INTERIOR 5d @ 7" 5d @ 7" D_3 16 520 1/2" CDX PLY BOTH SIDES 8d_a� 6°__________8d_aq_12°-_-__-___ 5/8°_ca :48"•_____(2) 16d_a�_4°9::0_C:__ - --_ E 17 600 _••-_-_•_-___.... 1/2" CDX PLY EXTERIOR 10d @ 3" 10d @ 12" 5/8" 36" 2 16d @ 4" 8" O.C. E-1 18 640 3/8" CDX PLY BOTH SIDES 8d @ 4" 8d @ 12" 5/8" @ 36" (2) 16d @ 3" 8" O.C. E-2 19 700 7/16" CDX PLY BOTH SIDES 8d @ 4" 8d @ 12" 3/4" @ 48" (2) 16d @ 3" 6" O.C. �� 20 770 1/2" CDX PLY EXTERIOR 10d @ 2" 10d @ 12"3`4�@ 48" (2) 16d @ 3" 6" O.C. F-1 21 820 3/8" CDX BOTH SIDES 8d @ 3" 8d @ 12" a/4"-@-42" (2) 16d @ 3" 6" O.C. F-2 22 900 7/16" CDX PLY BOTH SIDES Sd•(a{ 3"•______ 8d_a� 12°-_•______ 3/4° �a 42°(2) 3" 5" O.C. G 23 920 ___-_•_•-______ 1/2" CDX PLY BOTH SIDES 10d @ 4" 10d @ 12" 3/4" @ 36" 2 20d @ 3" 5" O.C. G-1 24 980 1/2" CDX PLY BOTH SIDES 8d @ 3" 8d @ 12" 3/4" @ 36" (2) 20d @ 3" 5" O.C. G-2 25 1060 3/8" CDX PLY BOTH SIDES____ 8d 12" 12°-______•_ 3/4".9 18" (2) 16d_(a�_2°..... 5' O.C. --------------------------------------- H 26 1200 ;,---------...._.._...------..._...------......-•------.....---............---------------•...------------------....----.......... 1/2 CDX PLY BOTH SIDES 10d @ 3" 10d @ 12" 1" @ 42" (2) 16d @ 2" 4" O.C. H-1 27 1540 1/2" CDX PLY BOTH SIDES 10d @ 2" 10d @ 12" 1" @ 30" (2) 20d @ 2"( 3" O.C. 1. OVER D.F./H.F. FRAMING 2. ALL PANEL EDGES BACKED W/ 2 -INCH NOM. OR WIDER FRAMING U.N.O. 3. STAGGER ALL SILL NAILING 4. PRE -DRILL ALL 20d & LARGER 5.5/8" T-1-11 SIDING MAY BE SUBSTITUTED FOR 3/8" CDX PLY. 6. A -35F CLIPS +440# EA. Lateral Loading: Area, Height & Weight Data Date: November 051998 Firm: AEC Group Job: CAR854RI - REV -2 By: Larry J. Warner FLOOR PLAN AREAS & SHEAR WALL GRID SPACING • I ni Page 1 Establish Grid Spacing too Co ratio Eac e Left 3 7 7 8 gar Wall Spacing 11 6.5 22.5 14 28.5 Back ' Roof 2nd FI/Rf 11 R 1st FI 1 Roof 2nd FI/Rf 17.25 R R R R 1st 1 1 1 1 ' Roof 2nd FI/Rf 14.9 R R R R R 1st 1 1 1 1 1 Roof 2nd FI/Rf 11 R list FI 1 Roof 2nd FI/Rf 1st A All Roof 2nd FI/Rf 1st A Roof 2nd FI/Rf 1st A Front MaxQuake All Rights Reserved Q97.06W 01995 Archforms Ltd. Lateral Load Analysis & Construction Design Software BUILDING CODE TYPICAL DEAD LOADS 93 BOCA •Establish Dead Loads (Ibsp Right 94 SBCCI Roof Interior Wall Roof Floor X 94 UBC Roofing 2.5 Gyp.Bd 4.4 Nock Block Perim Overall Sheathing 1.7 Framing 2 krea Area Wall Width Framing 2.5 Int. Finish 0.5 ft,ptsnow 55 Other 2nd FI 1 Roof 143 82.5 ® 1 61.7 6.9 121 11 82.5 �1 Ceiling Roof at 2nd FI 82.5 'qk 966 Typi - 111/1 Insulation Framing 1 Exterior Wall 1.5 Ext Finish 506.1 880.65 931.5 43 OH Gyp. Bd. 2.8 Shear 1.5 1 " Other Framing 2 1259 HzProi 5.3 Insulation 0.5 1229 82.5 hRe= Floor Gyp. Bd. 2.2 WI Perimeter average ht. 5 Overall Depth 55.15 Z= 3 hRe= 222.75 hRi= 580 vRe 1544 1st Floor We= Wi= vRi 1631 Floor Block Area 474.65 208.975 723.375 450.1 766.65 Floor Area 2624 Wind Ht. cDRidge 21 Perimeter Wall 54.15 17.25 38.9 WI Perimeter 275 Wind Ht.(a)Gable 16.25 Overall Depth 55.15 Z= 3.6 We= 64.8 Wi= 677.7 Mean Roof Ht. 18.75 Ness of 10% of least horiz. dim. or 40% of ht. but not less than 4% of least horiz. dim. but at least 3ft. Front MaxQuake All Rights Reserved Q97.06W 01995 Archforms Ltd. Lateral Load Analysis & Construction Design Software BUILDING CODE TYPICAL DEAD LOADS 93 BOCA •Establish Dead Loads (Ibsp Right 94 SBCCI Roof Interior Wall Roof Floor X 94 UBC Roofing 2.5 Gyp.Bd 4.4 Nock Block Perim Overall Sheathing 1.7 Framing 2 krea Area Wall Width Framing 2.5 Int. Finish 0.5 ft,ptsnow 55 Other 2nd FI 1 Roof 143 82.5 ® 1 61.7 6.9 121 11 82.5 �1 Ceiling Roof at 2nd FI 82.5 'qk 966 Typi - 111/1 Insulation Framing 1 Exterior Wall 1.5 Ext Finish 506.1 880.65 931.5 43 OH Gyp. Bd. 2.8 Shear 1.5 1 " Other Framing 2 1259 HzProi 5.3 Insulation 0.5 1229 82.5 hRe= Floor Gyp. Bd. 2.2 Flooring 4 Int .Finish 0.5 366 4.5 Sheathing 2.3 Other 342 28.5 hRi= Framing 2 12.7 Insulation 0.5 257.46 Other WI Area 8.8 We= FLOOR HEIGHTS & WIND AREA 64.8 *Establish Floor to Floor and Roof Heights (ft)• Wi= Roof Roof Floor 431.55 X/12 Roof ON ZKd FURSO list Floor Crawl Sp/Bsm oun a ion Ridge F to B L to R Runs? Y Typical Overhang 2 Roof Roof Block Area Roof Area 6 9.5 Overall Depth Z= hRe= hRi= vRe 2nd FI 1 Roof 55.15 Overall Depth of Roof at 2nd FI vRi Roof Block Area 518.65 234.975 813.375 506.1 880.65 Roof Area 2734 9 Floor Block Area Floor Area Ist FI Slab: Y? Perimeter Wall WI Perimeter average ht. 5 Overall Depth 55.15 Z= 3 hRe= 222.75 hRi= 580 vRe 1544 1st Floor We= Wi= vRi 1631 Floor Block Area 474.65 208.975 723.375 450.1 766.65 Floor Area 2624 Wind Ht. cDRidge 21 Perimeter Wall 54.15 17.25 38.9 WI Perimeter 275 Wind Ht.(a)Gable 16.25 Overall Depth 55.15 Z= 3.6 We= 64.8 Wi= 677.7 Mean Roof Ht. 18.75 Ness of 10% of least horiz. dim. or 40% of ht. but not less than 4% of least horiz. dim. but at least 3ft. Roof ON ZKd FURSO list Floor Crawl Sp/Bsm oun a ion Ridge F to B L to R Runs? Y � 1 .\ J Y�. Lateral Load Analysis Page 2 MaxQuake 01995 Archforms Ltd. Date: November 051998 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: CAR854RI - REV -2 BY: Lane J. Warner A.I.A. I 097.06W Construction Design Software SEISMIC LOADS UBC Trib Area L to R Wt Cell 2nd *Establish Dead Loads* Vp 75 1/2Wt Ext WI 2 Ex B Mart. Weights 2nd Floor 1st Floor Table 16-F Base Level Item DL(psf) Area (sf) DL(lbs) Area(sf) DL(lbs) Area(sf) DL(lbs) Wt Roof 61.7 2734.05 168691 13905.9 Wt Ceil 5.3 2623.75 13905.9 31466.8 Wt Ext WI 12.7 2477.7 31466.8 688.25 8740.78 Wt Int WI 6.9 2623.75 26237.5 8740.78 Wt Floor 8.8 2623.75 23089 Up Roof 2 Sum 2nd Sum 1st 263390 Base 8740.78 interior wall default: 10 psf of floor area Sum 2nd,lst & Base 272131 -Distribute Weights to Various Levels - Tributary Weioht Roof 2nd A 1st FI Line Line Line Wt Sum Wt Roof 2nd UBC Trib Area L to R Wt Cell 2nd Figure 16-1 Vp 75 1/2Wt Ext WI 2 Ex B Table 16-K Wt Int WI 2 Table 16-F qs 14.5 Wt Floor 2 Ce 0.62 Table 16-H, #2 Wt Roof 1st 168691 168691 Wt Ceil 1 13905.9 13905.9 1/2 Wt Ext WI 1 15733.4 15733.4 31466.8 Wt Int WI 1 26237.5 26237.5 Wt Floor 1 23089 23089 112Wt Ext WI Bsmt 8740.78 8,678 65 432 Wt Ceil Bsmt 6,749 4,512 Up Roof 2 -Determine Base Shear - UBC Formula (28-1) Line Sum 198330 73800.7 BOCA 272131 *Distribute Shear to Various Levels* SBCCI 1607.4.2 UBC formula (28-8) Force at Level x = V (%)(Htx)/Sum(Wti)(Hti) BOCA 1612.4.2 Ft assumed = 0 Ht is measured from plate to foundation Wt x Ht x (Wt)(Ht) Fx Roof 2 2nd R/Roof1 198330 14 2776622 24771 1 st Floor 73801 5 369003 3292 Sum 272131 14 3145626 28063 WIND LOADS -Wind Pressure* UBC Trib Area L to R P=gslwCeCq Figure 16-1 Vp 75 Section 1614 Ex B Table 16-K Iw=1 Table 16-F qs 14.5 Table 16-G Ce 0.62 Table 16-H, #2 hCq 1.3 Table 16-H, #2 vCq -0.7 Hz. Force (psf) Ph= 12 Vt. Force (psf) Pv= -6.293 -Total Wind Load In Each Direction At Each Level (Ibsr 0 Zone 3 Zone Map Fig.16-2 Z= 0.3 Table 16-1 GOVERNING LATERAL LOADS Ip= 1.0 Table 16-K -Maximum Total Load In Each Direction At Each Level (Ibsr C= 2.75 Formula (28-2) Front to Back Governs Side to Side Governs Rw= 8.0 Table 16-N (Tied to Pg 9) Roof 2 V= ZlpCW/Rw V/W= 0.1031 2nd FI/Roof 1 24,771 Seismic 24,771 Seismic, V= 28063 lbs 1st Floor 6,749 Wind 4,512 Wind For Code Table references used by MaxQuake see Trib Area F to B Trib Area L to R Wind Load End Z Inter Z SumP*At End Z Inter Z SumP*At F to B L to R Roof 2 Roof 1 223 580 9,382 5 257 3,062 2nd FI 13,721 5,962 1st Floor 65 678 8,678 65 432 5,801 6,749 4,512 Up Roof 2 Uplift Up Roof 1 1,544 1,631 Uplift -19,976 -19,976 Zone 3 Zone Map Fig.16-2 Z= 0.3 Table 16-1 GOVERNING LATERAL LOADS Ip= 1.0 Table 16-K -Maximum Total Load In Each Direction At Each Level (Ibsr C= 2.75 Formula (28-2) Front to Back Governs Side to Side Governs Rw= 8.0 Table 16-N (Tied to Pg 9) Roof 2 V= ZlpCW/Rw V/W= 0.1031 2nd FI/Roof 1 24,771 Seismic 24,771 Seismic, V= 28063 lbs 1st Floor 6,749 Wind 4,512 Wind For Code Table references used by MaxQuake see Shear Wall Segments Data, Lines 1.8 Page 3 Ma%Quake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: November 051998 Firm: AEC Group Job: CAR854RI - REV-2 By: Larry J. Warner A.I.A. Q97.06W Construction Design Software Line 1 I Line 2 1 Line 3 1 Line 4 Line 5 1 Line 6 Line 7 1 Line 8 Segment (Seg) names a-g appear to show possible quadrants (q). Remove Segs not used. Move and add 1,2... to denote multiple (m) seg's in a quadrant, ie., b2- SegVariables* L : Sec lath. Ht: Sea hQht Qht robld. data). B: Bearin Wall? - B=yes. E/IExt. or Int. Wall? - E=Ext =Int. S: Stacked S above same row, &m &s L . 2nd Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B E/I &m L Ht B E/I q&m Lg Ht B E/I q&m Lg Ht B E/I q&m Lg Ht B E/I q&m Lg Ht B E/I q&m Lg Ht B E/I q&m Lg Ht B E/I 1,2,3.. Wall Lines Run From Front to Total Lgth Total Lgth Total Lgth Total Lgth Total Lgth Total Lgth Total Lgth _ Total Lgth Back 1St Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&rn Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S a 5 9 Y E a 9 b 8 9 Y E b 9 b 14 9 N I b 21 9 N I b 8.8 9 Y E C 4 9 Y E C 9 C 14 9 N I C 9 C 12 9 Y E c 4.8 9 Y E d 12 5 Y E d 4.8 9 Y E 17 Total Lgth Total Lgth 28 Total Lgth 21 Total Lgth 32 Total Lgth 9.5 Total Lgth Total Lgth Total Lgth load trans to adj tine Base Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m L Ht B E/I S &m Lg Ht B E/I S q&m Lg Ht B E/I S q&m L Ht B E/I S &m L Ht B E/I S q&m L Ht B E/I S &m Lg Ht B E/I S q&m Lg Ht B E/I S a 32 O Y E S a 5 b 5 S b 5 b 5 b 44 5 YES C 5 S C 5 C 5 S C 5 c 26 Y d 5 d 32 Total Lgth Total Lgth Total Lgth Total Lgth 44 Total Lgth 26 Total Lgth Total Lgth Total Lgth load trans to adj line load trans to adj line I load trans to adj line Shear Segment Heiht/Len h ratio is limited to 3.5/1 for edge blocked panel. "HVL > 3.5 limit" appears if exceeded. See Code Ch. for HVL limits for other assemblies. Shear Wall Segments Data, Lines A -H Page 4 MaxQuake ©1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: November 051998 Firm: AEC Group Job: CAR854RI - REV -2 By: La J. Warner A.I.A. Q97.06W Construction Design Software Line A Line B Line C I Line D Line E I Line F Line G I Line H Segment (Seg) names 1-7 appear to show possible quadrants (q). Remove Segs not used. Move and add a,b... to denote multiple (m) seg's in a quadrant, ie., 2b. Seq Variables; L : Sec Igth. Ht: Seq h ht from bld. data). B: Bearin Wall? - B= es. E/I: Ext. or Int. Wall? - E=Ext 1=Int. S: Stacked Seq Q.. bove same row. &m & s LQ. 2nd Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B E/I q&m Lg Ht B E/I q&m Lg Ht B E/I q&rn Lg Ht B E/I q&m Lg Ht B E/I q&m Lg Ht B E/I q&m Lg Ht B E/I q&m Lg Ht B E/I A,B,C.. Wall Lines Run From Side _ to Total Lgth Total Lgth Total Lgth Total Lgth Total Lgth Total Lgth Total Lgth Total Lgth Side 1st Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&rn Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S 1 9 1 4.5 9 Y E 1 1 3.8 9 Y E 3-a 6 9 YE 1 2 2 4 9 YE 3-b 4 9 Y E 3 3 7 9 Y E 4 4 4.5 9 Y E 5-a 4 9 Y E 5 5-a 5.5 9 Y E 5-b 5 9 Y E 5-b 6 9 Y E 5-c 5 9 Y E 5-c 5.8 9 Y E _ Total Lgth 15 Total Lgth 14 Total Lgth 19 Total Lgth 17 Total Lgth Total Lgth Total Lgth Total Lgth load trans to adj line Base Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&rn Lg Ht B E/I S q&rn Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&rn Lg Ht B E/I S 1 5 S 1 55 5 E S 1 S 1 55 Y E S 2 S 2 3 S 3 4 S 4 - 5 29 YES 5 5 29 YES Total Lgth 55 Total Lgth 29 Total Lgth 55 Total Lgth 29 Total Lgth Total Lgth Total Lgth Total Lgth bad trans to adj line Shear Segment Height/Length ratio is limited to 3.5/1 for edge blocked panel. "HUL > 3.5 limit" appears if exceeded. See Code Ch. 16 for Ht/Llimits for other assemblies. Lateral Load Distribution & Overturning Moment Page 5 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: November 051998 Firm: AEC Group Job: CAR854RI - REV -2 By: Larry J. Warner A.I.A. Q97.06W Construction Design Software Lateral Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Force Seis %= Wind %= W/ft= if W, -snow RM= if "w".67,"s".85 OTM= if St'k Vnet*ht Vadj= V= SumV= Distrib tdb fl A/Sum flA trib W A/Sum wIA Sum lev. w'tdb area Wt/ft'L ^2/2k SumV*Ht*LQ/7LQ SumV from ad' Ln Ln%"Vmax SorW Vadi+Vabv+V 2nd % S/W % S/W % S/W % S/W % S/W % S/W % S/W % S/W Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM SegW/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Vadj line 2 Vadj line 1 or 3 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum V 1st % S/W 9.49 6.67 % S/W 13.8 10.6 % S/W 19.2 17.6 % SM 24.1 22.1 % SM 25.4 25.8 % SNV 16.1 17.3 % SM % S/W Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seq W/ft RM OTM S W/ft RM OTM Seg W/ft RM OTM Sag W/ft RM OTM Seg W/ft RM OTM Seismic a 248 2.64 9.58 a 134 24,771 b 248 6.75 15.3 b 134 b 196 16.3 31 b 196 36.8 53.8 b 248 8.23 15.4 c 248 1.69 7.66 c 134 c 196 16.3 31 c 134 c 248. 14 20.1 c 248 2.38 18 d 198 12.1 11.7 d 248 2.38 18 Vadj line 2 1.27 Vadj line 1 or 3 Vadj line 2 or 4 2.15 Vadj line 3 or 5 Vadj line 4 or 6 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 V above V above V above V above V above V above V above V above 1st level V 2.35 1st level V 3.41 list level V 4.75 list level V 5.98 list level V 6.28 1st level V 3.99 list level V 1st level V s Sum V 3.62 s Sum V s Sum V 6.9 s Sum V 5.98 s Sum V 6.28 s Sum V 3.99 Sum V Sum V Base % S/W 9.05 6.67 % S/W 13 10.6 % S/W 17.8 17.6 % S/W 22.4 22.1 % S/W 23.2 25.8 % SM 14.6 17.3 % SIW % S/W Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg Wit RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Wind a 266 90.8 9.67 a 6,749 b b b b 329 213 68.7 C C C C C 266 59.9 d d Vadj line 2 7.97 Vadj line 1 or 3 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 7.19 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 V above 3.62 V above V above 6.9 V above 5.98 V above 6.28 V above 3.99 V above V above Bsmt level V 0.45 Bsmt level V 0.72 1 Bsmt level V 1.19 Bsmt level V 1.49 Bsmt level V 1.74 Bsmt level V 1.17 Bsmt level V Bsmt level V W Sum V 12 w Sum V w Sum V w Sum V w Sum V 15.2 w Sum V 5.16 Sum V Sum V Lateral Load Distribution & Overturning Moment Page 6 Ma%Quake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: November 051998 Firm: AEC Group Job: CAR854RI - REV -2 By: Larry J. Warner A.I.A. Q97.06W Construction Design Software Lateral Line A Line B Line C Line D Line E Line F Line G Line H Force Seis %= Wind %= W/ft= if "W, -snow RM= if "w".67,"s".85 OTM= if St'k Vnet*ht Vadj= V= SumV= Distrib trib fl A/Sum flA trib W A/Sum WA Sum lev. w'tdb area WVft'L ^2/2k SumV*Ht*Lci/7Lq SumV from ad' Ln Ln%"Vmax SorW Vad'+Vabv+V 2nd % S/W % SM % SM % SM % S/W % S/W % SM % SM Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Vadj line B Vadj line A or C Vadj line B or D Vadj line C or E Vadj line D or F Vadj line Eor G Vadj line F or H Vadj line G 2nd level V/ft 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V - Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum V 1st % S/W 2.62 9.97 % SM 20.3 25.6 % S/W 40.7 29.1 % SMI 29.7 24.4 % SM 6.69 10.9 % S/W % SM % S/W Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seq W/ft RM OTM Seg W/ft RM OTM Seismic 1 134 1 248 2.14 15.8 1 134 1 248 1.48 12.9 24,771 3-a 248 3.8 21.1 2 134 2 248 1.69 13.8 3-b 248 1.69 14.1 3 134 3 248 5.17 24.1 4 134 4 248 2.14 15.5 5-a 248 1.69 25.9 5 134 5-a 248 3.19 4.76 5-b 248 2.64 32.4 5-15 248 3.8 5.19 5-c 248 2.64 32.4 5-c 248 3.49 4.97 Vadj line B Vadj line A or C 0.65 Vadj line B or D Vadj line C or E Vadj line D or F Vadj line Eor G Vadj line F or H Vadj line G V above V above V above V above V above V above V above V above 1st level V 0.65 1st level V 5.02 1st level V 10.1 1st level V 7.36 1st level V 1.66 1st level V 1st level V 1st level V S Sum V s Sum V 5.67 s Sum V 10.1 s Sum V 7.36 s Sum V 1.66 Sum V Sum V Sum V Base % S/W 2.31 9.97 % SM 20.1 25.6 % SM 41.2 29.1 % SM 29.9 24.4 % S/W 6.52 10.9 % S/W % SM % S/W Level Seg W/ft RM OTM Seg W/ft RM OTM Seg Wlft RM OTM Seg W/ft RM OTM Seq W/ft RM OTM Seq W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Wind 1 1 329 332 32.7 1 1 266 268 12.9 4,512 2 2 3 3 4 4 5 266 91.8 5 5 266 72 Vadj line B Vadj line A or C 0.45 Vadj line B or D Vadj line C or E Vadj line D or F Vadj line Eor G Vadj line F or H Vadj line G V above V above 5.67 V above 10.1 V above 7.36 V above 1.66 V above V above V above Bsmt level V 0.45 Bsmt level V 1.16 Bsmt level V 1.36 Bsmt level V 1.1 Bsmt level V 0.49 Bsmt level V Bsmt level V Bsmt level V W Sum V w Sum V 7.28 s Sum V 11.4 w Sum V 8.46 w Sum V 2.151 Sum V I Sum V I Sum V Shear Wall and Hold Down Requirements Page 7 MaxQuake ©1995 Archforms Ltd. Date: November 051998 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: CAR854RI - REV -2 By: Larry J. Wamer A.I.A. Q97.06W Construction Design Software Line 1 I Line 2 Line 3 1 Line 4 Line 5 Line 6 Line 7 Line 8 Uplift = Overturning Moment (OTM) - Resisting Moment (RM) / Segment Length (Seg Lg). Minimum required Hold Down HD Type) "Delta Number" selected from Hold -Down and Wall St ap Schedule on Pae 9. 2nd HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type 1,2,3.. Wall Lines Run From Front to Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Back Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Roof Uplift from Side to Side Winds resisted b Left and Ri ht Ext. Walls UPI ft I Rf 2 @ Ext WI Uplift Detail 0 Rf 2 & Ext WI NA 1St HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type a 1,388 A H5 b 1,071 A H3 b 1,050 A H2 b 812 A H2 b 817 A H2 c 1,493 A H5 c 1,050 A H2 c 535 A H1 c 3,278 A H14 d d 3,278 A H14 Shear(plf) A 213 Shear(plf) Shear(plf) A 246 Shear(plf) A 285 Shear(plf) A 194 Shear(plf) A 420 Shear(plf) Shear(plf) Wall Type A 6 Wall Type Wall Type A 6 Wall Type A 4 Wall Type A 6 Wall Type A 3 Wall Type Wall Type rRto,of Uplift from Side to Side Winds resisted by Left and Right Ext. Walls Uplift (plf) Rf 1 @ Ext WI 70 Uplift Detail @ Rf 1 & Ext WI A T traps) Hold -Downs and Collectors must run continuous through the Wall below to the Foundation. If no Wall below; tie to Beams, sized for Hold -Down Point Loads. Base HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift T pe Seg Uplift Type Seg Uplift Type a b C A 376 Shear(plf) Shear(plf) Shear(plf) Shear(plf) A 346 Shear(plf) A 198 Shear(plf) Shear(plf) all T e A 4 Wimum Wall Type Wall Type Wall Type Wall Type A 4 Wall Type A 6 Wall Type Wall Type [M!inShear(plf) ar per Linear Foot (Shear(plf)) = Sum of Shear at that Line & Level (Sum V) / Linear Feet of Shear Wall at that Line & Level (Sum Seg Lgth). r wired Shear Wall Construction for Wall Type Symbol is selected from Shear Wall Schedule on Page 9. Shear Wall and Hold Down Requirements Page 8 MaxQuake ©1995 Archforms Ltd. Date: November 051998 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: CAR854RI - REV-2 By: Larry J. Wamer A.I.A. Q97.06W Construction Design Software Line A I Line B Line C I Line D Line E Line F Line G Line H Uplift = Overturning Moment (OTM) - Resisting Moment (RM) / Segment Length (Seg Lg). Minimum required Hold Down HD Type) "Delta Number' selected from Hold-down and Wall St ap Schedule on Pae 9. 2nd HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type A,B,C.. Wall Lines Run From Side to Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(pif) Side Wall Type Wall Type Wall Type Wali Type Wall Type Wall Type Wall Type Wall Type Roof Uplift from Front to Back Winds resisted b Front and Back Ext. Walls U lift I Rf 2 0 Ext WI Uplift Detail @ Rf 2 & Ext WI NA 1St HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type 1 3,046 A H14 1 3,046 A H14 3-a 2,887 A H14 2 3,020 A H14 3-b 3,098 A H14 3 2,703 A H12 4 2,967 A H14 5-a 6,058 A H18 5-a 285 A NA 5-b 5,952 A H18 5-b 232 A NA 5-c 5,952 A H18 5-c 258 A NA Shear(plf) Shear(plf) A 391 Shear(plf) A 720 Shear(plf) A 382 Shear(plf) A 96 Shear(plf) Shear(plf) Shear(plf) Wall Type Wall Type A 3 Wall Type A 44 Wall Type A 3 Wall Type A 6 Wall Type Wall Type Wall Type Roof Uplift from Front to Back Winds resisted by Front and Back Ext. Walls Uplift(pif) Rf 1 @ Ext WI 47 Uplift Detail @ Rf 1 & Ext WI NA Stra s/Hold-Downs and Collectors must run continuous through the Wall below to the Foundation. If no Wall below; tie to Beams, sized for Hold-Down Point Loads. Base HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type 1 1 5 5 Shear(plf) Shear(plf) A 132 Shear(plf) A 401 Shear(plf) A 154 Shear(plf) A 75 Shear(plf) Shear(pif) Shear(plf) Wall Typo, Wall Type A 6 Wall Type A 3 Wall Type A 6 1 Wall Type A 6 1 Wall Type Wall Type Wall Type Shear per Linear Foot (Shear(plf)) = Sum of Shear at that Line & Level (Sum V) / Linear Feet of Shear Wall at that Line & Level (Sum Seg Lgth). Minimum required Shear Wall Construction for Wall Type Symbol is selected from Shear Wail Schedule on Pae 9. Shear Wall and Hold Down Schedules Page 9 MaxQuake ©1995 Archforms Ltd. Date: November 051998 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: CAR854RI - REV -2 By: Larry J. Wamer A.I.A. I Q97.06W Construction Design Software SHEAR WALL OPTIONS: Place an "X" in the appropriate green shaded block. Select only one option under each heading. Special Zone Hardware Mfg. Wall Framing Material Shear Wall System Ply/PB Wall Sheathing Fasteners X No X Simpson X Doug Fir or So.Pine X All Plywd or PB X 3/8"ort/2" CD or 2MW X 8d Com Los Angeles Haden Hem Fir (s.gray.<.49) Gyp,Stucco or Ply 3/8"ort/2" Struc I 10d Com Kant/Silver 12 ga Steel Masonry 318"ort/2" CD o/GB 14 ga Staple Other (See Apx.C) Other 16 ga Steel Stl. X brace 3/8"ort/2" Struc I o/GB No.7 Screw To Customize, Overwrite Schedule or See Apx. C Other Other Other Sheathing/Fastener Combo (See Apx. C) Wall Hold -Down and Strao Schedule Hold -Down Max. Min. Wall Foundation Bolt Symbol (plf) Material 8d 518"x12 16d 112"x5 Symbol Uplift Post FI to FI Anchor Type Bolt 5d@7" 72"oc 12"oc lbs. Size Strap Straps HD Dia. 16"oc A 4 380 112" Ply 4" 24"oc 3"oc 12"oc Note 1,2 Note 2 8"oc 2,4 A 2 640 112" Ply 2" 14"oc 7"oc 6"oc 5 A 44 760 ea side 112" Ply 4" 12"oc 6"oc use hold-down across from symbol 25 A 33 980 ea side 112" Ply 3" 9110c 4"oc NA up to 310 3"oc use the hold-down listed or any below A H1 755 2x LSTA12 A H2 1,055 2x LSTA18 FSA 6 Anchors and Lag Bolts (ASTM A-307) spaced per Schd w/Washers tight to Sill A H3 1,295 2x LSTA24 A H4 1,370 2x MSTA24 A H5 1,685 2x MSTA30 LTT20 1/2" A H6 1,995 2x MSTA36 PAHD42 A H7 2,520 2x ST6224 A H12 2,760 2-2x MST27 PAHD42 HD2A 5/8" A H14 3,300 2-2x ST6236 MPAHD A H15 3,705 2-2x MST37 HD5A 3/4" A H16 4,405 2-2x MST48 HD6A 7/8" A H17 5,800 2-2x MST60 A H18 6,465 2-2x HD8A 7/8" A H19 8,310 2-2x HD10A 7/8" A H2O 11,080 4x HD14A 1" A H25 15,305 6x HD15 1-1/4" 1 Straps and HD's as Mfg. by Simpson Strong -Tie Co. Cat C-96 2 Nail Straps & Hold -Downs w/10d (2x max.pen.1-5/8") See Details and Mfg. Data for Nailing, Bolt and Embedment Requirements 3 If No Cont. Rim Joist Add Lgth. to Wall Strap to Span to Wall Below 4 Straps and Hold -Downs must run continuous to Walls below; if no Wall below, tie to Beams, sized for Hold -Down Point Loads Shear Wall Schedule Wall Shear Wall Edge Anchor Plate to FI. Plate Type Load Sheathing Nail Bolts Nail Lag Clips Symbol (plf) Material 8d 518"x12 16d 112"x5 A35 GF:900 GF: 120 GF:478 GF:450 Note 1,2 Note 3 Note 6 Note 7 Note 6,8 Note 9,10 NA construct wall as spec'd per symbol or any below 5d@7" 72"oc 12"oc 48"oc w/lath 60"oc 8"oc 24"oc A 6 260 112" Ply 6" 36"oc 4"oc 16"oc A 4 380 112" Ply 4" 24"oc 3"oc 12"oc 2 A 3 490 112" Ply 3" 18"oc 9"oc 8"oc 2,4 A 2 640 112" Ply 2" 14"oc 7"oc 6"oc 5 A 44 760 ea side 112" Ply 4" 12"oc 6"oc 5"oc 25 A 33 980 ea side 112" Ply 3" 9110c 4"oc 4"oc 5,6 A 22 1,280 ea side 112" Ply 2" 6"0c 3"oc 3"oc 7 1 Sheathing: 318"-1/2" (4 ply min) CD, CC Ply, or 2 -M -W Particle Bd w/all edges blocked 2 Framing: 2x DF typ, 3x req'd if 10d w/ +1-5/8" penetration, 2" or 3"oc 3 Typical Fasteners: 8d Common or Galy. Box nails (no sinkers), nail field @12" 4 3x framing at all panel edges w/ nails at less than 2" oc., stagger, min 1/2" from edge. 5 Offset panel edges on opposite sides of wall 6 Anchors and Lag Bolts (ASTM A-307) spaced per Schd w/Washers tight to Sill 7 Stagger nails in plate 8 Pre -drill 3/8" hole for lag bolts. 9 Clips: Plate to Blocks only req'd if no shear sheathing continuity from Wall to Blocks 10 Anchors and Clips as Mfg. by Simpson Strong -Tie Co. Cat C-96 Shear Wall and Hold Down Schedules Page 10 MaxQuake 01995 Archforms Ltd. Date: November 051998 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: CAR854RI - REV -2 By: Larry J. Warner A.I.A. I Q97.00M Construction Design Software DIAPHRAGM OPTIONS: RHFI Framing Mat. Rf/FI Diaphragm X DF or So.Pine X Unblocked Hem Fir Blocked Edges Other Other To Customize, Overwrite Schedule or See Apx. C Fasteners 8d Com Only X 8d@Rf, 10@FI 10d Com Only 14 ga Staple Other Wind and Earthauake Design Data Applicable Buildinq Code: 94 UBC Wind Speed mph 75 Seismic Zone 3 Importance Fact. 1 Ground Arc. (Aa) 0.3 Exposure Cat. B Importance Group 1 Wind Pres.horiz. psf 11.69 Soil/Struc.Pedod 2.75 Wind Pres. vert. psf -6.29 Response Factor 8.0 Roof/Ext. Wall UP -Lift Detail Schedule Wall Uplift Stud to Plate Plate to Rafter Stud to Rafter Type (pIQ at 16" oc at 24"oc at 16" at 16" oc 50 A T 100 Ply Nailing or H2 H2 A U 180 A35 H4 H2 A V 310 SPI H10 H1 H2 A W 460 SP4 H7 H10 LTS10 A X 600 SP2 H10 H7 A Y 1,170 FTA2 A Z 2,560 FTA7 1 Anchors and Clips as Mfg. by Simpson Strong -Tie Co. Cat C-96 For Customer Service Call 800.958 -ARCH or FAX 800.968 -ARCH Collector 1 Tie and Diaohraam Schedules C/T Max. CollectorfTie Tie Tie Rod Type Force Cont. Joist or Strap Washer Symbol (lbs) Solid Blocking or Cont. Dia. Dia. HD less of C&T par to grain: 425 Joist 20ksi 625 Note 1,2,6 Note 2,3,4 Note 4 Note 5 Note 7 Use Collector/Tie as spec'd per symbol or any below NA 310 A C1 2,231 20 ST6224 A C2 3,506 2x6 MST37 3/4" 1.79 2- HD5A A C3 4,405 2X8 MST48 7/8" 2.24 2- HD6A A C4 5,800 2X10 MST60 7/8" 2.96 2- HD8A A C5 6,440 2x12 2- MST37 718" 3.28 2- HD8A A C6 8,310 2- 2x10 HST5 7/8" 4.23 HD10A A C7 11,080 2. 2x10 718" 5.65 2- HD8A A C8 16,620 3. 2x10 718" 8.47 2- HD10A 1 Provide Cont. Rim Joist/Rafter or Solid Blocking at all Shear Wall Grid Lines 2 A properly sized continuous Rafter or Joist can act as both Collector and Tie 3 Between Blocks or breaks in Rafters/Joists provide straps to maintain Tie continuity 4 Run All -thread Rod thru Rft/Jst, Igth=Load/Shear(plf), secure ends w/ Washer or HD 5 Provide Washer w/ Dia. (inches) at end of blocked Rft/Jst bays, Mal, iron or 1/4" St. 6 Connect Continuous Collector/Tie to shear wall as required by Shear Wall Schedule 7 HD at Rod to Shear Wall and/or Rft/Jst. Mfg. by Simpson Strong -Tie Co. Cat C-96 Roof Shear Diaphragm Edge Floor Shear Diaph. Diaphragm Load Material Nail Diaphragm Load Material Symbol (pIQ Note 1,2,4 Note 3 Symbol (pIQ Note 1,2,4 8d Nail 10d Nall A R6 180 112" Ply 6" A F6 215 314" Ply A R4 112" Ply 4" A F4 314" Ply A R3 112" Ply 2.112" A F3 314" Ply A R2 112" Ply 2" A F2 314" Ply 1 Sheathing: 1/2 or 3/4 CD, CC Ply, or 2 -M -W Particle Board, unblocked 2 Framing: 2x typical, 3x req'd if 10d w/ more thanl-5/8" penetration, less than 3"oc 3 Typ. Fasteners: 8d Com. @ Roof, 10d Com. @ Floor (no sinkers) field 12"@Rf, 10"@FI 4 Continuous Rim Rafter/Joist recommended at perimeter of unblocked diaphragms Collector/Tie & Diaphragm Loads, Lines 1.8 Page 11 MaxQuake ©1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: November 051998 Firm: AEC Group Job: CAR854RI - REV-2 By: Larry J. Warner A.I.A. Q97.06W Construction Design Software Line 1 I Line 2 1 Line 3 1 Line 4 Line 5 1 Line 6 Line 7 1 Line 8 Seg C/T Load (back) - load on the Collector and/or Tie at the back side of the Seg. CfT Type - min. adequate Collector/Tie. Seg beg - feet Seg begins from next Line down. front - C/T load at front side of the front Segment. Shear - the max. Dia hram Shear of any sector alonq the Line see A x.B . "Gap* appears to warn of CIT disconti uity. 2nd CT Load CIT Seg C/T Load C/T Seg CIT Load CIT Seg C/T Load C/T Seg C/T Load C/T Seg C/T Load C/T Seg C/T Load C/T Seg CIT Load Crr Seg Roof Seg back Type beg Seg back Type beg Seg back Type PN Seg back Type b Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg 1,2,3.. Wall Lines Run From Front to front front front front front front front front Back Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Rf Diaph Rf Diaph Rf Diaph Rf Dia h Rf Diaph Rf Diaph Rf Diaph Rf Diaph 1 Rf CR Load CIT S CIT Load CIT Sec CIT Load CIT S GT Load CR S CR Load CR S CIT Load CR Sec C/T Load C/T Sec CIT Load CIT Seg 2 FI Seng back Type b Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type b Seg back Type b Seg back Type beg Seg back Type beg a 460 A C1 b 490 A C1 b 620 A C1 b -620 A C1 b -606 A C1 c 237 NA c 14 NA c 33 NA c 1310 A C1 d -749 A C1 d 865 A C1 front 1143 A C1 front front 935 A C1 front -347 A C1 front 9 NA front 1452 A C1 front front Shear(plf) 77 Shear(plf) Shear(plf) 191 Shear(plf) 165 Shear(plf) 193 Shear(plf) 129 Shear(plf) Shear(plf) IRf Diaph A ? Rf Diaph Rf Diaph A ? Rf Diaph A ? Rf Diaph A ? Rf Diaph A ? Rf Diaph Rf Diaph FI Diaph A ? FI Diaph FI Diaph A ? FI Diaph A ? FI Diaph A ? FI Diaph A ? FI Diaph FI Diaph 1st C/T Load CR Sq C/T Load CfT S Crr Load CIT S C/T Load CR S CIT Load CR S CIT Load CIT Sq Crr Load Crr Sq CIT Load C/T Seg Floor Seg back Type beg Seg back Type beg Seg back Type bq Seg back Type beg Seg back Type b Seg back Type beg Seg back Type b Seg back Type beg a -5858 A C5 b ###A ? c -2127 A C1 front -4770A C4 front front front front ####A ? front -2683A C2 front front Shear(plf) 279 Shear(plf) Shear(plf) Shear(plf) Shear(plf) 531 Shear(plf) 192 Shear(plf) Shear(plf) FI Diaph A ? FI Diaph FI Diaph FI Diaph FI Diaph A ? FI Diaph A ? FI Diaph FI Diaph If Rf or FI Diaph return "?" load values are higher than the dia hram capacity. Change to blocked dia hram or up fastener Option 10 or add Shear Wall 3or4 •�C CollectorMe & Diaphragm Loads, Lines A-H Page 12 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: November 051998 Firm: AEC Group Job: CAR854RI - REV-2 By: Larry J. Warner A.I.A. Q97.06W Construction Design Software Line A I Line B I Line C I Line D Line E I Line F Line G I Line H Seg C/T Load Qeft) - load on the Collector and/or Tie at the left side of the Seg. CIT Type - min. adequate Collector/Tie. Seg beg - feet Seg begins from next Line right. right - C/T load at ri ht side of the riht Se.Qment. Shear - the max. Dia hra m Shear of anysector alono the Line see A x.6 . "Gap" appears to warn of CIT discontinuity. 2nd C/T Load CIT S C/T Load C/T Seg CIT Load C/T Seg CIT Load C T Seg CIT Load C/T Seg CIT Load CIT Seg CIT Load C/T S CIT Load CR Seg Roof Seg left Type beg Seg left Type beg Seg left Type Seg left Type beg Seg left Type Seg left Type beg Seg left Type beg Seg left Type beg A,B,C.. _!Lq Wall Lines Run From Side to right right right right right right right right Side Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Rf Diaph Rf Diaph Rf Diaph Rf Dia h Rf Diaph Rf Diaph Rf Diaph Rf Dla h 1 Rf CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Sq CIT Load CIT Seg C/T Load C/T Sq C/T Load CIT S CIT Load CIT Sq CR Load CIT Seg 2 A Seg left Type b Seg left Type b Seg left Type beg Seg left Type beg Seg left Type beg Seg left Type b Seg left Type b Seg left Type beg 1 939 A C1 1 286 NA 3-a 1521 A C1 2 -740 A C1 3-b -4685 A C4 3 -1625A C1 4 -3230 A C2 5-a 6113 A C5 5-a 5571 A C4 5-b 3088 A C2 5-b 5015 A C4 5-c -512 A C1 5-c 4452 A C4 right right 946 A C1 right 1487 A C1 right 3168 A C2 right 1345 A C1 right right right Shear(plf) Shear(plf) 144 Shear(plf) 146 Shear(plf) 122 Shear(plf) 54 Shear(plf) Shear(plf) Shear(plf) Rf Diaph Rf Diaph A ? Rf Diaph A ? Rf Diaph A ? Rf Diaph A ? Rf Diaph Rf Diaph Rf Diaph FI Diaph FI Diaph A ? FI Diaph A ? FI Diaph A ? FI Diaph A ? FI Diaph FI Diaph FI Diaph 1st CIT Load CIT Seg CIT Load CR Seg C T Load CIT Seg CIT Load C/T Seg CIT Load CIT Seg CIT Load CR Seg C/T Load CIT Seg C/T Load CIT Seg Floor Seg left Type bec Seg left Type beg Seg left Type beg Seg left Type beg Seg left Type beg Seg left Type beSeg left Type beg Seg left Type beg 1 -8594 a C7 1 -7085 a C6 5 6586 A C6 5 right right -9073 A C7 right -2602 A C2 ri ht -3839 A C3 right right right ri ht Shear(plf) Shear(plf) 195 Shear(plf) 170 Shear(plf) 145 Shear(plf) 75 Shear(plf) Shear(plf) Shear(plf) FI Diaph FI Diaph A ? FI Diaph A ? FI Diaph A ? FI Diaph A ? FI Diaph FI Diaph FI Diaph If Rf or FI Diaph return "?" load values are higher than the dia hram capacity. Change to blocked dia hram or up fastener Option 10 or add Shear Wall 3or4 JOL.24.199E 1:22PM MITEK INDUSTRIES N0.166 P.2 ===««ACES -32 Ver, 1. 1»»---------__ [ 410198 ] ===========««MOSS»>>==== ----- Customer AEC-RIZZO Mon Jul 20 12:53:37 1998 Project#:. RH3095 Truss ID AGE Family # 101 Span - : 6-6 Quantity 1 Top Pitch 6/12 =Bld(4/20/1998) NOTES: 1 1 1 -dable studs spaced at 16 inches o. c. 2 -Brace vertical studs in accordance with standard gable end detail 3 -Continuous bearin rovided alon entire bottom chord 4 -Provide 1X4 plates �t each end of gable stud unless otherwise noted 3 3-3 6-6 3-3 3-3 L. HL TO PK:3-7-1G_ R. HL TO PIC :3-7-10 LEFT HEIGHT:0-4-3 SPAN:6-6 RISE:1-11-11 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES:. MINIMUM GRADE OF LUMBER L D TOP CHORD:2X4 No.l&Btr GR DF -L TOP BOT CHORD:2X4 No.i&Btr GR DF -L BOTT 30 7 LL.DEFL.Q0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC 115 LUMB = 1 15' PLATE - w SPACING 48.0 ino c. - REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 DEFLECTIONCIN.) L.L 0.00,D.L=0.00,T.L=0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS U/NDS DESIGN SPECS, UBC-ICSO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WH1CH IS ALWAYS REGO)CONSULT BLDG ARCHITECT OR ENGINEER. JUL.24.199E 1.22PM MITEK INDUSTRIES N0.168 P.1 ===««ACES 32 Ver. 1 1»»----------_ ( 410197 j===========««MOSS»»-_------- CuS�omer : AEC-RIZZO Mon Jul 20 12:53:34 1998 Project #: RH3095 Truss ID : A Family # : 101 Span - 6-6 Quantity : 1 Top Pitch : 6/12 ==Bld(4/20/1998),v1.1=====---=------------------------------------------- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC - 1 -2=-578 3-4e 510 2-4= 87 1=-898 3.50 2-3=-578 4-1= 510 3=-898 3.50 3 3-3 6-6 3-3 3-3 L. HL TO PK:3-7-10 R. HL TO PK :3-7-10 LEFT HEIGHT:0-4-3 SPAN:6-6 RISE:1-11-11 RIGHT HEIGHT:0-4-3 ---------------------- --- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.260 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 30 7 BOTT 4-1=0.131 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@4=0.01 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC.: LUMB = 1.15 PLATE = 1.15 SPACING -:-48.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L,L= 0.01,D.L=0.O0,T.L=0.01 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. PLATE OFFSETS (x=LEFT,Y=TOP):(j3=3,3],[16=3,2],U 6=3,31,0 &I 0,3.51,[111=3,2), 2-0 t 4-1-12 tt-a i 17-0 4-1-12 7-2-4 5-8 4-0 7-0 8-0 5X6 a 5X6 S~ BLOCKING & BRACING 3 Rc:,;:;IRED�AT SUPPORT: 5X6 1X4 e 2 3x5 T , -0 I 12 rt X5 5x6 6X1$ e 1x4 5x12 14-1-t2� 13-0 f 21-0 I 26-6 36-0 ; 4-1-12 8-10-4 8-0 7-6 7-6 4X6 7 L. HL TO PK:19-0-1 R. HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 SPAN:36-0 RISE:9-10-3 RIGHT HEIGHT:0-4-3 -------------------------------------------------------------- ------------------ LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 6-7=0.882 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 30 7 BOTT 7-8=0.465 BOT CHORD:2X4 No,l&Btr GR DF -L BOTT 0 7 LL.DEFL.@9=0.12 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 CHORD: 9-10 TO BE 2X4 STANDARD GR DF -L WEB 3-12 BRACED at 1/3 POINTS AS SHOWN A60VE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d neils,or T -brace of same size and grade as web conn, to narrow face u/10d nails 6 in, o.c DEFLECTION(IN.) L.L= 0.12,D.L=0.06,T.L=0.18 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOUN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY 6RACING(WHICM IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. JUL.24.199E 1:23PM MITEK INDUSTRIES N0.168 P.4 =-=««ACES-32 Ver 1.1>>>>===========[ -Customer 410200 ] ===========««MOSS»»===______ AEC-RIZZ Mon Jul 20 12:53:46 1998 Project #: RH3095 Truss ID B1 Family # : special Span 36-0 Quantity To Pitch : U 2 Bo pitch : 9012 ==BLd(4/20/199B),v1.1_________________________________________________________________ TOP CHORD SOTTOM,CMORD WEBS REACTIONS - SIZE 1-2= 790 7-8= 1957 2-12=-426 6-10=-425 12•-1983 3.50 2-3= 787 8-9= 0 3-12=-2358 6-8=-167 7=-152L 3.50 3-4=-1297 9-10= 51 3-11= 61 10.8= 1996 4-5=-1787 10-11= 1132 4-11■ 67 5.6=-1777 11-12= 1143 4-10= 1066 �p 6.7.-2201 12 -i_ -70L 5-10=-412 F -kv PLATE OFFSETS (x=LEFT,Y=TOP):(j3=3,3],[16=3,2],U 6=3,31,0 &I 0,3.51,[111=3,2), 2-0 t 4-1-12 tt-a i 17-0 4-1-12 7-2-4 5-8 4-0 7-0 8-0 5X6 a 5X6 S~ BLOCKING & BRACING 3 Rc:,;:;IRED�AT SUPPORT: 5X6 1X4 e 2 3x5 T , -0 I 12 rt X5 5x6 6X1$ e 1x4 5x12 14-1-t2� 13-0 f 21-0 I 26-6 36-0 ; 4-1-12 8-10-4 8-0 7-6 7-6 4X6 7 L. HL TO PK:19-0-1 R. HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 SPAN:36-0 RISE:9-10-3 RIGHT HEIGHT:0-4-3 -------------------------------------------------------------- ------------------ LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 6-7=0.882 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 30 7 BOTT 7-8=0.465 BOT CHORD:2X4 No,l&Btr GR DF -L BOTT 0 7 LL.DEFL.@9=0.12 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 CHORD: 9-10 TO BE 2X4 STANDARD GR DF -L WEB 3-12 BRACED at 1/3 POINTS AS SHOWN A60VE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d neils,or T -brace of same size and grade as web conn, to narrow face u/10d nails 6 in, o.c DEFLECTION(IN.) L.L= 0.12,D.L=0.06,T.L=0.18 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOUN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY 6RACING(WHICM IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. J1;i-.24.199E 1.23PM MITEK INDUSTRIES N0.16B P.5 -=<<«ACES-32 Ver. 1.1 » »___________[ - --Customer 410201 )_--========<< «MOSS» »_======== : AEC-RIZZO Mon Jul 20 12:53;52 1998 Project #: RH3095 Truss ID B2 Family ## : special Span 36-0 Quantity 8 got Pitch : 4%12 pitch ==8ld(4/20/1998),v1.1========oaao=====__=____�_________- _____ _ _ _ --------------- - - -- --�--- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2= 824 7-8= 1912 2-11=-1679 6-9=-633 11=-2003 3.50 2-3=-2047 8-9= 1912 2-10= 2566 6-8= 98 7=-1505 3.50 3-4=-2025 9-10= 1212 3-10=-455 4-5=-1536 5-6=-1536 10-11=-774 11-1=-734 4-10= 994 4-9= 525 " 6-7=•2150 5-9=-407 np�OAI� PLATE OFFSETS (X=LEFT,Y=TOP):0 2=3,1.51, [j3=3,33 , Ci6=3,33 , [j1O=6.21, 3' 1-0 1 2-0 4X6 EXP �Ebvy 5X8• 1X4 4-5-9 1 11-5-12 i 2T -B' 28-0 i 36-0 I 4-5-8 7-0-4 10-0-4. 6-6 8-0 BLOCKING & BRACING R�-,IRED AT SUPPORT: C6 L. HL TO PK:19-0-1 INTERNAL RISE:2-4-1 R. HL TO PK :21-2=15 LEFT HEIGHT:0-4-3 SPAN:36-0 RISE:9-10-3 RIGHT HEIGHT:0-4-3 -------- -------- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2-0.817 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 30 7 BOTT 9-10=0.520 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@90.13 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES NOT USED N0, OF MEMBERS = 1 WEB: 2-10 TO BE 2X4 No.1&8zr GR DF -L DEFLECTION(IN.) L.L= 0.13,D.L=0.06,T.L=0.19 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JO I NT, SYMMETR I CALLY (EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-IC8O,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. JUL.24.1996 1:24PM MITEK INDUSTRIES RISE:2-4-1 N0.166 P.6 -y «ACES -32 ver, - 410202 J=====_=====c<<<MOSS>>»_________ Customer AEC-RIZZO LOADING (PSF) MAX STRESSES Mon Jul 20 12:53;58 1998 Project RH3095 Truss ID B3 Family # special Span 36-0 Quantity 4 Bo? : 4%12 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@9=0.13 < pitch ------------------------------- ----------------=------------------------ ----------------------- TOP CHORD BOTTOM CHORD in. o. C. UESS REACTIONS SIZE 1-2= 824 7-8= 1912 2-11=-1679 6.9=-633 11=-2003 3.50 2-3=-2047 8-9= 1912 2-10= 2566 6-6= 98 7-1505 3.50 3-4=-2025 9-10= 1212 3-10=-455 �f 11f� n 4-5==1536 10-11=-774 4-10= 9 94 �oQQ Y 'T 558 5-6=-1536 11-1=-734 4-9= 525 6-7=-2150 5-9=-407 PLATE OFFSETS (X=LEFTY=TOP) 3' 1-0 I SX8 1X4 Two -4x5 I1 -S-12 I 21.-6' 2-0 36-0 8-0 I. 4-5-8 7-0-a 10-0-4 6-6 BLOCKING R BRACING R.. --!RED AT SUPPORT: V, L. HL TO PK:19-0-1 INTERNAL RISE:2-4-1 R. HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 SPAN:36-0 RISE:9-10-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM -GRADE --- ----------- OF LUMBER L D TOP 1-2=0.817 TOP CHORD:2X4 NO.1&Btr GR DF -L TOP 30 7 BOTT 9-10=0.520 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@9=0.13 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in. o. C. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 1-1-12 CANT. RIGHT HEEL 2X6 SLIDER WEB: 2-10 TO BE 2X4 No-1&Btr GR DF -L DEFLECTION(IN.) L.L= 0.13,D.L=0.06,T.L=0.19 PLATES ARE MITEK H2O -165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JO I NT, STMMETR I CALLY (EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLT,FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. JUL.24.199E 1:25PM MITEK INDUSTRIES N0.168 P.8 R. HL TO PK :21-2-15 4- I 0 2p 4- ===<<<(ACES -32 ver. 1.1>>>>=______-===[ z T===========<<<<MOSS>>>>= _== Customer : MAX STRESSES Thu Jul 23 14:09:16 1998 Project #: RH3095 Truss ID : B4- Family # : special Span - : 36-0 Quantity : 1 To Pitch 6/12 Seat cut : 0-3-8 BOT CHORD:2X4 No.1&Btr GR DF -L Bof pitch 1.462/12 7 TOP-CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2% 902 7-8=-3328 8-9= 2965 2-13=-2479 5-10= 563 13=-1922 3,50 2-3=-1367 9-10c 2647 2-12= 584 6-10=-923 8=-1585 3.50 3-4=-1430 10-11■ 1864 3-12=-356 6-9= 530 4-5=-1430 11-12= 1399 3-11=-170 7-9=-309 5-6=-2084 12-13■ 831 4-11= 875 1998 `;,[ JJ -' 411--W- 6-7=-2959 13-1=-805 5-11=-881 v �� d�74 PLATE OFFZETS (X=LEFT.Y=70P):(JZ=4,1.5].(j3■3,3],(j9=4,2]', TOP CHORD SPLICES: 6-7=3x6; _4. 4 4- 5-8 S-8 4x5 5x6 3x10 3x5 1 1-0 I /,13 12 4x5 3x4 C9 NCS, C049919 EXP. 9-ZLL00 - - 1 S-3 5-3 4-3 4 q�OF CAL�� 3x4 Ii 16 3x8 3x4 3x4 7 4x8 e 5.8 1 �� atii��P 3�C A-6 -1-1 7- -1-12 5-4-4 8-6 5-3 5-3 8-6 BLOCKING & BRACING R� ..'-'iRED AT SUPPORT: L. HL T'0 PK:19-0-1 R. HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 ----____-- SPAN:36--0 ------- RISE:9-10-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER r L D TOP 1-2=0,661 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 30 7 BOTT 8-9=0.653 BOT CHORD:2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL.@9=0,17 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC.: LUMB = 1 15 -PLATE = 1.15 ---- SPACING 24.0- in. -o. c - REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 WEB 3-11; 5-11 BRACED at 1/2 POINTS AS SHOWN ABOVE PROVIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 10' D.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. Note -.Use 1x4 or 2x3 Cont.Bracing conn.~/2-86 nails,or T -brace of same size and grade as web conn. to narrow facc w/lOd nails 6 in. o.c DEFLECTION(IN.) L -L= 0.17,D.L=o.08,T.L=0.25 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE raUST ?E INSTALLED ON EA. FACE OF JOINT, SYMMETR ICALLY( EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. PLATE OFFSETS (X=LEFT,Y-TOP):(j2=3.2].(j3=3,3).[j9=4,2]. TOP CHORD SPLICES -6-7=3x6; 3x5 1 NO- C-049919 EXP 9-30-00 1 1 -4 17-0 - 7- 1 -9 -0 12-0. -B 5-8 5-8 5-3 5-3 4-3 4 Sl OF CAU�� 4x5 Sx6 3x4 s 3x4 4:6 a 2 ?1.Sx4 f'6 7 4x10 13 12 11 10 a9 3x4 3x8 3x4 5x8 S X4= iYA"T' 1- �-16-0 i- - 2 7-4-4 8-6 5-3 5-3 8-6 81.r)CKINd & BRACING R' _::TIRED AT SUPPORT: L. HL TO PK:19-0-1 R. HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 SPAN:36-0 RISE:9-10-3 RIGHT HEIGHT:0-4-3 ------------------------------------------------------------------------------------ LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-20.656 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 30 7 BOTT 8-9=0.692 BOT CHORD:2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL.@10=0.21 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 WEB 2-13; 3-11; 5-11 BRACED at 1/2 POINTS AS SHOWN ABOVE PROVIDE 2°x4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 10' O.C. OVER DROPPED BOTTOM CHORD AREAS WMERE CEILING IS NOT APPLIED. Nota:Use 1x4 or 2x3 Cont.Bracing conn./2-8d mails.or T -brace of same size and grade as web conn. to narrow facts w/lOd nails 6 in. o.c DEFLECT 10.N( IN.) L.L= 0.21,D.L=0.10.T.L=0.31 PLATES ARE MITEK M20-165.142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT. SYMMETRICALLY(EXCEPT AS SHOwN)DESIGN CONFORMS W/NDS DESIGN SPECS. UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND T;MPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER_ JUL.24.1998 1:24PM MITEK INDUSTRIES N0.168 P.7 ===<<<<ACES -32 Ver. 1.1>>>>=_____=====L - 7==<<<<MOSS>>>>= Customer Thu Jul 231s 006:33 1998 Project #: RH3095 Truss ID B5 Family #. Span ' : 36-0 Quantity 5 To? Pitch : 612 Seat cut : 0-3-8 Bo pitch : 1.462/12 —=B1d(12/3/1997).v1.1======_____________________________________= TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2. 971 7-8=-3636 B-9= 3240 2-13=-3268 5-10■ 580 13=-1811 3.50 2-3=-2177 9-10= 2928 2-12=-49 6-10=-955 ?=-1696 3.50 3-4=-1704 10-11■ 2119 3-12s 163 6-9= 560 4-5=-1704 11-12= 1875 3-11=-498 7-9c-299 5-6=-2359 12-13= 1921 4-11= 1120 2 4 1558 6-7=-3274 13-1=-777 5-11=-897 PLATE OFFSETS (X=LEFT,Y-TOP):(j2=3.2].(j3=3,3).[j9=4,2]. TOP CHORD SPLICES -6-7=3x6; 3x5 1 NO- C-049919 EXP 9-30-00 1 1 -4 17-0 - 7- 1 -9 -0 12-0. -B 5-8 5-8 5-3 5-3 4-3 4 Sl OF CAU�� 4x5 Sx6 3x4 s 3x4 4:6 a 2 ?1.Sx4 f'6 7 4x10 13 12 11 10 a9 3x4 3x8 3x4 5x8 S X4= iYA"T' 1- �-16-0 i- - 2 7-4-4 8-6 5-3 5-3 8-6 81.r)CKINd & BRACING R' _::TIRED AT SUPPORT: L. HL TO PK:19-0-1 R. HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 SPAN:36-0 RISE:9-10-3 RIGHT HEIGHT:0-4-3 ------------------------------------------------------------------------------------ LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-20.656 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 30 7 BOTT 8-9=0.692 BOT CHORD:2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL.@10=0.21 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 WEB 2-13; 3-11; 5-11 BRACED at 1/2 POINTS AS SHOWN ABOVE PROVIDE 2°x4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 10' O.C. OVER DROPPED BOTTOM CHORD AREAS WMERE CEILING IS NOT APPLIED. Nota:Use 1x4 or 2x3 Cont.Bracing conn./2-8d mails.or T -brace of same size and grade as web conn. to narrow facts w/lOd nails 6 in. o.c DEFLECT 10.N( IN.) L.L= 0.21,D.L=0.10.T.L=0.31 PLATES ARE MITEK M20-165.142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT. SYMMETRICALLY(EXCEPT AS SHOwN)DESIGN CONFORMS W/NDS DESIGN SPECS. UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND T;MPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER_ JUL.24.1998 1:25PM MITEK INDUSTRIES :21-2-15 N0.168 P.9 RISE:9-10-3 RIGHT HEIGIiT:0-4-3 LOADING (PSF) 4f 0 -Lob MINIMUM GRADE OFLUMBER =_=<<<<ACES-32 Ver. 1========= -=<<<<MOSS>)>>========= GR DF -L Customer : BOTT 8-9=0.673 BOT CHORD:2X4 No.1&Btr GR DF -L Thu Jul 23 14:11.26-1998 Project #: RH3095 GR DF -L Truss ID : B6 Family # : special Span - 36-0 NO. OF MEMBERS = 1 Quantity : 1 To Pitch : 6/12 Seat cut 0-3-8 Bo pitch : 1.462/12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2= 886 7-8=-3486 8-9x 3107 2-13=-2857 5-10■ 572 13=-1865 3.50 2-3=-1794 9-10= 2792 2-12= 258 6-10=-939 8=-1642 3.50 3-4=-1571 10-11. 1996 3-12=-89 6-9■ 545 4-5=-1571 11-12= 1644 3-11=-339 7-9=-304 5-6=-22SI 12-13= 1423 4-11= 1001 8 6-7.-3121 13-1=-791 5-11=-869 PLATE OFFSETS (XcLEFT,Y=TOP):[j2a4,1.5],[j3=3.3],[j9=4,2], TOP CHORD SPLICES:6-7=3x6; 7-tl ' i i-• + i i -v �ccv 1 u— 5 -B 5-e S-8 5-3 5-3 4x5 5x6 3x4 3x10 Z 3x5 1 1-0 13 12 11 10 4z6 3x4 3x8 3x4 4-3 3x4 6 1 .5 x 4 7 4 x 8 e 5z8 �X4-= 11<¢ 2 -1 8-6 17 7- - 2-r-1 6-4-4 9-6 5-3 5-3 8-6 BL OCKINb & BRACING R_. -',RED AT SUPPGRT: L. HL TO PK:19-0-1 R. HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 SPAN:36-0 RISE:9-10-3 RIGHT HEIGIiT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OFLUMBER L D TOP 1-2=0.658 TOP CHORD:2X4- No,1&Btr GR DF -L TOP 30 7 BOTT 8-9=0.673 BOT CHORD:2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL.@9=0.19 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 WEB 2-13; 3-11: 5-11 BRACED at 1/2 POINTS AS SHOWN ABOVE PROVIDE V4 CONTINUOUS BRACING AT :.OTTOM CHORD NOT EXCEEDING 10' O.C. OVER DROPPED BOTTOM, CHORD AREAS QHERE CEILING IS NOT APPLIED. Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-9d nalls,or T -brace of same size and grade as web conn. to narrow face v/10d nails 6 in. o.c DEFLECTION(IN.) L.L= 0.19,D.L=0.09,T.L:0.28 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE rUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS u/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. . ....... �. . +r....,,:.:..—,��_..a-. ._...v....a..c...............t:.w........... —... «..,1... .... ..:°. .. ... . ., .:. ... .. ........ ... ......._Lh.:.. «.e.__.�.a'4..' ..:G _.}:..».ti:4..r..:�.�wY3. ,..�;.'•sis'2�Y.::-..s. JUL.24.1998 1:26PM MITEK INDUSTRIES N0.168 P.11 ===««ACES 32 Ver 1 1»»-------____ [ 410207 ] ===========««»» MOSS========= Customer AEC-RIZZO - Mon Jul 20 12-54:36 1998 Project ##: RH3095 Truss ID : BC Family # : 201 Span_ 8-0 Quantity . 1 Top Pitch . 6/12 =oBldC4/20/1998),v1.1-----------------------------------------==----------------'______ --------------------------------- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2= 618 4-5=-559 2-5=-974 5=-1056 3.50 2.3= 0 5-1=-559 2-4= 623 4= 20 3.50 3-4=-214 4-0 8-0 2 4 1598 4-0 4-0 1X4 T Np. D06g919 EXP y -30J0 ,r CN1\- 3x4 4-0 + 8-0 X4 4-0 4-0 L. HL TO PK:8-11-5 LEFT HEIGHT:0-2-6 SPAN:8-0 RISE:4-2-6 RIGHT HEIGHT:4-2-6 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.443 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 30 7 BOTT 5-1=0.044 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING : 36.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L= 0.00,D.L=0.00,T.l=0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD 4 GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. JUL.24.1996 1:25PM. MITEK INDUSTRIES N0.168 P.10 ===««ACES -32 ver. 1 .1»»===__=_____ [ 410206 <<MOSS>>>>========= Customer AEC-RIZZO Mon Jul 20 12:54.28 1998 Project #: RH3095 Truss ID B6GE Familyt#: special Span. 36-0 Quantity To P1 ch : 6712 Bo pitch : 90%12 ==Bld(4/ZO/1998) NOTES: 1 -Gable studs spaced at 16 inches o.c. 2 -Brace vertical studs in accordance with standard _gable end detail 3 -Continuous bearing provided aloe entire bottom chord 4 -Provide 1X4 plates at each end gable stud unless otherwise noted TOP CHORD SPLICES:7-8=5X8; 3: �1 4X4 3X6 2X4 WEDGE tri -1 8-6 ( T7-0 { 22-3 F 2.7-6 36-0 -; 2-1-t 6-4-4 8-6 5-3 5-3 8-6 CAI,k'' c5 L. HL TO PK:19-0-1 R. HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 SPAN:36-0 RISE:9-10-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER TOP 30 D7 TOP CHORD:2X4 No.l&Btr GR DF -L BOT.T 0 7 LL.DEFL.Cs0=0.00 BOT CHORD:2X4 No,I&Btr GR DF -L < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE =.1.15 SPACING 24.0 in, o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L,L= 0.O0,D.L=0,00,T.L=0.00 PLATES ARE M1TEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETR I CALLY (EXCEPT AS SHOUN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICSO,NDS-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALUAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUL.24.1996 1:27PM MITEK INDUSTRIES N0.16e P.13 ==-«<zACES-32 Ver. 1,1>>>>===========[ 410209 -----------« <<MOSS» >> >========= --------- Cuslomer AEC-RIZZO Mon Jul 20 12:54:41 1998 Project #: RH3095 Truss ID : CGE Family # : 101 Span 11-0 Quantity . 1 Top Pitch . 6/12 ==Bld(4/20/1996),v1 NOTES: 1 -Gable studs spaced at 16 inches o.c. -- - -- 2 -Brace vertical studs in accordance with standard gable end detail 3 -Continuous bearing provided alon entire bottom chord 4 -Provide 1X4 plates at each end of gable stud unless otherwise noted ,2-0 5-6 11-0 .2-0 . 5-6 5-6 1 5-6 i 1.1 -0 �. 5-6 5-6 L. HL TO'PK:6-1-13 R. HL TO PK :6-1-13 LEFT HEIGHT:0-4-3 SPAN:11-0 RISE:3-1-3 RIGHT 14EIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2X4 No.l&Btr GR DF -L TOP 30 7 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR..INC.: LUMB = 1.15 PLATE = 1.15 SPACING : 24.0 -in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L■ O.O0,D.L=0.00,T.L■0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED OA EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS U/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION OHLY.FOR PERMANENT AND TEMPORARY BRACING(UHICH IS ALWAYS REOD)coNSULT BLDG ARCHITECT OR ENGINEER. ......-,...,...,.,,,..,st:: ...:..x.c.. ........ �9z � _a.K.+.. .f......,,,,,-�✓rs>.w.:.aw, n .eri_I w.,-. _+::. ,i.,........d.:< < .••h.5.,:... ti..ai.�wxc..—_ r ,...-,r,si., _..ut:: yM,: S-..i!'_J..�s'�.:r^�r.:.XY=�S"r_" ".:s.�w JUL.24.1995 1:26PM MITEK INDUSTRIES N0.168 P.12 ===««ACES -32 Ver. 1.1>>>>===========[ 410208 ]=========--««MOSS»»--------- Cusiomer AEC-RIZZO Mon Jul 20 12:54.38 1998 Project ##: R143095 Truss ID : C Family # : 101 Span 11-0 Quantity : 3 Top Pitch : 6/12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. - 1 -2■ -510 3-4= 452 2-(.= 75 1=-647 3.50 2-3=-510 L-1= 452 3=-647 3.50 .2-0 5-6 11-0 .2-0- 5-6 5-6 5-6 11-0 5-6 5-6 L. HL TO PK:6-1-13 R. HL TO PK :6-1-13 LEFT HEIGHT:0-4-3 SPAN:11-0 RISE:3-1=3 RIGHT HEIGHT:0-4-3 LOADING (PSF)y-- MAX STRESSES MINIMUM GRADE OF LUMBER -- L D TOP 1-2=0.421 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 30 7 BOTT 4-1=0.157 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.Q4=0.01 < L/360 WEBS :2X4 STANDARD GR DF-L ------------------------------------------------------------------------- -- STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L= 0.O1,D.Li0.00,T.L-0.01 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WINDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS R£GD)CONSULT BLDG ARCHITECT OR ENGINEER. MiTek e January 15, 1998 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE; Trusses Supporting A.C. Loads MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA CA 95670 USA FAX (916) 631 8225 TELEPHONE (9161 631 7811 MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load_ . Attach with 10d nails at 12'o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. o pONo YG Redo 7� Chief erg . Western q�oF cN-��a STANDARD GABLE END DETAIL, (2Lzzlgj WIND SPEED '70 tIPH, MEAN WALL. HEIGHT 15 FT. TRUSSES AT 24' O.C. /2' PLYWOOD SHEA-rAINO w�p OUTLOOKERS '-3" MAX. 1 Ov IcoMERS(z'o` (cv TLcO6- = 2c4 r% a W sS?4 0.�• ) LA BRACING AS END WALL } 0. N. FURRING STRIP OR LATH CONT. BEARING. 3XB SPL. OPT. 1Y ,,11 meq• Ar�A� F°� �° o SPAN TO MATCH COMMON TRUSS.�� TYPICAL 2X4" L -BRACE NAILED TO 2X4 VERTICALS W/8d NAILS, 8' O.C. VERTICAL STUD SECTION A -A. LATERAL BRACING NAILING SCHEOULE. NOTES TOP CHORD MAY BE NOTCHED FOR 2X4 OUTLOOKERS '- * DIAGONAL OR L- BRACING INSTALLED FLATWISE ® 24' O.C: MM. ON GABLE END WITH VERTICALS ® 1e' O.C. MAX WITH NO VERTICAL REQUIRED UNDEF 2 - 18d REFER TO TABLE BEL0'WNOTCK TOP CHORD MAYBE NOTCHED ONLY DIRECTLY OVER STUDS EXCEED t it O.C. GABLE END MUST BE FULLY SHEATHED 3 - l6d 4X4 ON ONE FACE OR CONTINUOUS 2X4 02 OR BTR SCAB MUST BE 4 - I8d ATTACHED TO ONE FACE OF THE TOP CHORD IF GABLE STUDS 3 7YP. EXCEED 1E O.C. AND A S DOES NOT FALL UNDER EACH H 1 -ROW OF tOD COMMON WIRE NOTCH. COIJNECT SCAB WITH 5-1-0 NAILS SPACED AT 12.O.C. MAX THE MAX OUTLOOKER LEND 9-5-8 IS 1a-. 12 4-5-4 VARIES TO COMN.C% TRI 1AA B-0-3 k 1E - IALUklav ` TRUSSES AT 24' O.C. /2' PLYWOOD SHEA-rAINO w�p OUTLOOKERS '-3" MAX. 1 Ov IcoMERS(z'o` (cv TLcO6- = 2c4 r% a W sS?4 0.�• ) LA BRACING AS END WALL } 0. N. FURRING STRIP OR LATH CONT. BEARING. 3XB SPL. OPT. 1Y ,,11 meq• Ar�A� F°� �° o SPAN TO MATCH COMMON TRUSS.�� TYPICAL 2X4" L -BRACE NAILED TO 2X4 VERTICALS W/8d NAILS, 8' O.C. VERTICAL STUD SECTION A -A. LATERAL BRACING NAILING SCHEOULE. VERT. HEIGHT, # NAIL AT Q ENO UP TO 7'-0' 2 - 18d 7'-0' - 8'-B' 3 - l6d OVER 8'-6' 4 - I8d MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRACE 12 INCH O.C. 5-7-2 11-3-12 10-11-11 IB INCH O.C. 5-1-0 12-1-12 9-5-8 24 INCH O.C. 4-5-4 IB -1-7 B-0-3 NOTE: DR THIS FURN[SH COPT OF S AWING TO CONTRACTOR INERT. HAD BEEN CHECKED FOR 90 FPH MIND LOAD, 3.FOR BRACING IOF TH.DR MEAN WALL HEIGHT OF 15 FT, AND L/240 DEFL. CRIT. 2TR SCAIDNWALLBETWEEN TO BEBOTTOM PROVIOEDCHORD 81OF CABLEPR0IECT ENGINEER END 4CONSu�T BLDGL TRU NARI CT I NGINEERIOR SFORLT, OR ARCHITECT. TEMPORARY ANO PERMAN NT ACINC OF ROOF SYS MINIMUM GRADE OF LUMBER LOADING IPSFI STR, INCR, I 25 % T.C. 2X4 No.l 91 CF -L TPI -95 Crlt, TOP L 0 DRAWN BY I JB B.C. 2X4 No.1 91 DF -L UBC -94 BOTTOM 0 10 CHECKED BY I JAI WebS 2X9 STUD OF -L SPACINGi 24 Inch O.C. REP. STRESS, YES GAox e 6•ID -,¢Lass V.,'1�4- 2F51`sr CSP rawlfaa Y�FlrL� pzovlr D '1rt_rfGO orz CY�cR <'4=�'7Z !2-��IS-rl n7�C \�T>=Rl - lS �Saz 7TT_TCa IGEScS"r I So �F: I`a la re.c.IGI�'ro c�,�.- '=1.�F= .0 �Te�ccv k(aCr �c�rra�t=D -T'Cc�SS22I�SL Go'N cTL-,17 32c, • k.A.aAL� raiz two IAF. co., a,<cno�l ,J, otilr=rLt� A WARNING- Verify design parameters and READ NOTES ON TTIIS AND REVERSE SIDE BEFORE USE Design valid for use only with MIT* connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer -nottruss designer. Bracing shown t for lateral support individual web stability members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, SW 0' MiTek Industries, Inc. Onofrio Drive, Madison, WI 53719 1 � 1998 OQ�pFESSIO/,��c� N 7EXP a�P MOSS LUMBER TRUSS DEPT. 2X GLOGKING NOT W/ CONT. LAT, GR, 2X GLOGKING W/ 4 8a TO DGL. TO DGL TOF PLATE 2X DGL TOF ELATES. C?I') 1C G.LJCCTIA 1/_ IOCIO OI A A IG. FROVIDE 2X4 DF LATERAL GRAGING "" T GLOGK BOTTOM EVERY 1(0'-0'. NOTE: GRAGING TO PREVENT ROTATION � LATERAL MOVEMENT IN AGGORDANGE W/ UGG SEG. 2326.12.8 NOT TO GE USED FOR HOIZONTAL, OR VEKTIGLE SHEAR TRANSFER LATERAL BRACING DETAIL FKEMANUFAGTURED TRUSSES W 24° D.G. GEARING WALL 2X STUDS 0 16° O.G. TYF. U. N. 0. This safety alert symbol is useJ to attract your Aatfentionl PERSONAL SAFETY ISNVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer(builder. building contractor, licensed contractor erector or erection contractor) to properly receive, unload, store, handle, install and brace metal Plate connected wood trusses to Protect life and property. The installer must exercise the same high degree of safety awareness as Nith any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specificatior for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. .A4ai,6, TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the based upon the collective experience of leading technical personnel in the wood publisher. Printed in the United States of America. CAUTION: The builder, building contractor, licensed contractor, erectororerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. toTRUSS$TORAGE c< CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or un even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. WARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individuaf trusses. WARNING: Do not lift bundled trusses by the I J& bands. Do not use damaged trusses. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. JADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frama 1 Up to 24' 1 3/12 1 8'1 17 1 12 1/2" 1 Over 24'- 42' 3/12 1 7' 1 10 1 6 48" Over 42'- 54' 1 3/12 1 6' 1 6 1 4 5' Over 54' See a registered professional engineer 84" DF - Douglas Fir -Larch 7' SP - Southern Pine v HF - Hem -Fir 108" SPF - Spruce -Pine -Fir ry O0� Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB I 1 9 1 +l Truss 1 De th 12 —� 3 or 6• greater a. s/ All lateral braces lapped at least 2 trusses. \ Continuous Top Chord Lateral Brace �. Required �— 10° or Greater ?Q or /ess X45° Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 12" 1/4" 1 1' 24" 1/2" 1 2 36" 3/4" 1 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' P i D(in) i I Lesser of D/50 or 2" 1/44 Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. BOW 1 ±'/:' L(in) L(In) U200 L(ft) 50" 1 4" 4.2' 100" 1 2" 8.3' 150" 3/4" 12.5' L(in) Lesser of U200 or 2" C.0. U200 L(ft), 200" 1 ' 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. i DANGER: Under no circumstances should A WARNING: Do not cut trusses.A construction loads of any description be placed t on unbraced trusses. Frame 6 y WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. 11A greater than 30' by the peak. • /610* so° ess or less Tag Approximately Approximately Tag Line '/z truss length 1/2 truss length Line Truss spans less than 30'. Spreader Bar Toe In Spreader Bar Toe In Approximately 1/2 to Y; truss length Less than or equal to 60' Approximately 1/2 to ?/3 truss length Less than or equal to 60' Toe In 4\ Tag Line -Toe In Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Strongback/ SpreaderBai k 10 � I_ Approximately i =/3 to 3/4 truss length Greater than 60' ° / CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Tag Atrusses Line Strongback/ SpreaderBar At or above mid -height Tag Line I_ Approximately J F 2/3 to 3/4 truss length Greater than 60' Typical horizontal tie member with multiple stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 �Iruss of braced oup of trusses (EB) CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses; DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 �Iruss of braced oup of trusses (EB) H. 'TOP CHORD TOP CHORD DIAGONAL BRACE MINIMUM LATERAL.BRACE SPACING (DBS),. SPAN 'DEPTH SPACING LB #trusses , : SP/D.F j SPF/;HF. Up to 32' 30" 8' 16 1 10 Over 32'- 48' 42" 6' 6 1 4 Over 48' - 60' 48" 5' 4 1 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 100 V_ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two trusses. End diagonalsra ss�e,,ntial for stability and must be duplicates both ends of the truss system. =450. Continuous Top Chord Lateral Braci Required 10• Attachmer Required 10 20'(08 Trusses SS }9� SPF�fIF�? 0' so o� �e ,3`L / AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A "2.1PAil,RALLEL CHORD TRUSS TOP CHORD Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purline are attached to the topside of the top chord. G All lateral braces lapped at least two End diagonals are%s Tial for stability and must be dupricatec both ends of the truss system. "so Frame 5 30" or greater Continuous Top Chord Lateral Brace Required T 10' or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 6 12 4 or greater Top chorda that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Up to 32' 1 4/12 1 8' 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60' 1 4/12 5' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required <j`eag 3 \ =45° AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine a�O� °Cry HF - Hem -Fir SPF - Spruce -Pine -Fir ey �Q Continuous Top Chord yy QQ� Lateral Brace Required All lateral braces lapped at least 2 nal bracing. Diagonal bracing should be nailed �— trusses. 10' or Greater Attachment Required - 2g or ess =45° Frame 3 12 5 a�O� °Cry ey �Q Top chords that are laterally braced canbuckle yy QQ� togetherandcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. 12 -� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A - Cross bracing repeated at each end of the building and at 20' Intervals. O�0 S-- Io0- 001 From: Peter Rizzo To: Steve Betts Butte County Planning Department 7 County Center Drive Oroville, CA 95965 Re: Property located at 15353 & 15355 Humbug Road Letter of Intent Dear Steve, As per our conversation recently, I am sending you this letter to let you know what we intend to do with the cabin located on this property. We intend to start building a new house on the property, construction to start in the middle of September and hopefully to be completed by the end of January 1999. Once the new house; is .ddrhplete'd the cabin will be converted into guest quarters. We will remove the:refr!g&dtor and cook stove prior to moving into the new residence. 'We_do. not plan on using the cabin for living quarters. If this letter of intend satisfies the Planning Department requirement please send verification of your confirmation to: Scott Bechard - ?k v'roarQ.�fQf l{ealfl� r�eQ-f', 41{Main Street Chico, CA 95927 If you have additional questions or concerns please feel free to contact me at the above address and phone number. Thank you for your consideration! Sincerely, Peter J. Rizzo r PlannM9Dtvlslan pUG 2 4 19Q."R j„ ' 1 998-003 1 8m9 ' Recorded I REC FEE 7.00 AND WHEN RECORDED MAIL TO: Official Records I COPIES 1.00 County Of I PENALTY 3.00 BUTTE COUNTY BUILDING DIVISION But e 1 7 COUNTY CENTER DRIVE CANDACE J. GRUBBS I OROVILLE CA 95%5 Recorder I 03:41PM 27 -Jul -1998 1 Vie;(e I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 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 C�[alifornia, described as follows: C3P� nn i hst G cc i E /WrAeaCorner o f e sulk ,10-e9+ f&RAer o f 14 1- Oat Atte �quarfir 0. seci-'Or•t d, 70-WAsti'� a3 norlii� Re�e 3 &S+, M,D,Q.�,Af, 4yal7XCAC rltnR+n 4Z Tine. Horner �II l„nE e sa,d so4Acvdt uarfe` of 7hte 1ioAwest- � cuest'erI `tor 6aD feet T T�i� a e r`Knrn par% o secf,on II-, t o Tncr:.po�ni' t7 �c o fire Parc( of /2nd ft�r�,rt eon v tZ, . lhenee- From �t e, Tree e�o �n�” o d�+nH+�� con+.nlciitc� aJon a no4ed'y /,tee. OF sa,-A 8okihweG-4 Fauvler ofbe- ner�lcerrr�f'�iarterofAea •;on �I ;L&esle-j, For- -a r ma,e-"1 2 r, ht O �q�(-, 5�y, p Cq-ae- To7he n67fiserIY 8B0fs4�d 01kw et?&aMe� ofr�htaK s�' sir r rctst er 140 toC �e� o Bard sect,on tl, For 36a,67 �e�fo cz �o�n�' iq e C07 er ane o�Fwe- . #;nsk�to _sT;rJ,n� ty �z oririP�u "orffeasf�rllr yr 3 d.a7 deet' % 4Po�nf tn7b� rorf�cer� /,;,E Qf e sou77tcu�st 74 �i'erbf rsl`ggrca�i'er o�secf�0� 1l�ind�e Tu.� po.nf ofh +,�noh Q e �� a %IierC'l:rom 7`�af' erT,an 1y +a w+ nk � � •�+� L�.f iP•ad'encl �lt,� Pat. o � G'as and �./cc7`r+ ou+Er floco,s c ,Pond • ,`J % Date: '�-- Z� - 9�_ PROPERTY OWNERS: ��Trcc�,ent rccol�ied �Qq�ew�bher Cq /9�3 �n booK i3� o s State of Ca& rmaa ) County of l ) On , lqq before me P-/-)i7aLaf" personally appeared %� t./'G� I Z p4 49mm u te•me (or proved to me on the basis of satisfacto evidence) to be the person(s) whose name(s are subscribed to the within Inst ent and acknowledged to me that h she/ hey executed the same in his e>t their authorized capacity(ies), and that by hie 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. U Q E�dE AMY O'BRIEN Comm #1133536 NOTARY PUBLIC r CALIF ORNIAUTTE COUNTY Signatur Seal: Comm Exp April t3 2001 -� A.P.# M5- - (00 ©C)1 NOTE TO RECORDER: DO NOT RECORD THIS SIDE Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property owners must sign in the presence of a Notary Public and -have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. 1. RECORDER'S FEES: $7.00 - 1st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 ERM T. (Rev. 12/96) APPLICATION AND PERMIT Y—/ J ASSESSOR PARCEL NUMBER Ooc;_100 r��1�-' 3 T,p BUILDINGPERMIT OWNER T'TZ70 PETER A 7AA?,ARA_ "_° X49 SO. FT. OCC. BUILDING VALUATION 1826 P 98 6n4 nn OWNERS MAILING ADDRESS 153-53 T-TTT TTTC, T?0 �/YA.j) Q T . CONTRACTOR'S NAME TELEPHONE 191 T q 61171 on 67 r IS 71 Q3411 CONTRACTORS MAILING ADDRESS n CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 123 A ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ! ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 470 28 BUILDING ADDRESS 15353 T?TJ'r??TT( '',1)91A._^n Energy Plan Checking Fee $ �on $ PERMIT FEE $ LOT NO. SUBDNSIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF CC Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap n. 7,00 77 n Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: S/F 2 Gas piping system 1 - 5 outlets 15.001 19.00 Building sewer 15.00 rl Home ISI GI W1 920.00 —Mobile PERMIT FEE s 1.57.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 23. (Iii LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LiC. NO. OWNER -BUILDER DECLARATION.50 I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 CCUOOOA NEW CONST. DWEWNG OCCUP. W:o OR ADONS. ( a ACC. BLOB. S° 3.50FT; QG. 92 NEW R°SID. . CIRCUITS MULTI.OUTLET @7,50 APPARATUS POWERLE OUr. CIR. 8 SING EX. OCCU OUTLET OR FIXTURES BA . 0 @ I00 Ex. Occup. oFxunFrsW(R=.°EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ -37 �� WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 20.00 Hood 6.50 h Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 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. Mobile Home Installation Fee $ Energy Inspection Fee $ �� 00 Occ CONST. TYPE TOTAL FEE $1. 638.50 HAZ. D. FEES IMP I FLOOD I CDF PARCEL I PD HD SSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Y " --% .s— x. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754/ � RMIT,N (Rev. 12/96) APPLICATION AND PERMIT // J ASSESSOR PARCEL NUMBER 065—t$0-001 XF111 3 vp BUILDING PERMIT OWNER RT77f), PTt'T�FTFt & BARRARA M -1h49 SO. FT. OCC. BUILDING VALUATION R R n A no S . OWNERMAILING ADDRESS 1535 TTTT' !":ITIIY ROA 45 it i'lo no CONTRACTOR'S NAME TELEPHONE 67 871 00 CONTRACTORS MAILING ADDRESS �,.-... .. - 41.1 0 2,877.00 CONSTRUCTION LENDER Fireplace A i soo. on LENDER'S MOILING ADDRESS Total Valuation $ 121. 4171, n ARCHITECT OR ENGINEER LICENSE NO. Fee - $ 20.00 -Filing Permit Fee $ 791.M ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 470 918 BUILDI-NGADDRESS 15353 Tnfi1R11G POAn Energy Plan Checking Fee on $ PERMIT FEE $ 1 ')'AA 7Q LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE -SF I� Duplex ❑ Mobilehome ❑ �Ot er Each Trap 7.00E7. Solar or heat um water heater 23.00 Water piping 15.00.SPECIFv Each aS water heater Of vent15.00TYPE OF RIK Nem ❑ Addition ❑ Remodel ❑ Utilities ❑ Instd1lationtOther ❑ A Describe Work: SIF 2 BEDROOM fl` Gas i in stem 1 - 5 outlets 15.00 Building sewer ` 15.00 (� Mobile Home I S' I G I W (P20.00 PERMIT FEE $ 157,00 ELECTRICAL PERMIT Filing Fee 20.00 . It m- - '*IJ Main Service 2o.A OR LESS 23.00 23.00 - -. •++''~ LICENSED CONTR C OR'S DECLAR TON �''-' �. 1 hereby affirm under penalty of perjury the yam licensed under provis'orrTs of Chap er 9, (commencing with Section 7000),,,of Division 3)1of1the Business a d$rofessi nS Gode, and my license is in full force and effect. 10 �• License Class Lic. No. 4, ''� OWNER -BUILDER DECLA.00 RATION i,�^'+�► /% " I hereby affirm under penalty of perjury that I am exempt from Coo, frac ors Lice se Law for the following reason: ; � ❑ I, as owner of the property, or my employees with wages as their sole compe ation, 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 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLOB. SO. 3.5a FT. 94.22 NEW CONST. MULTI -OUTLET NoµgESID. p @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex• OCCU OUTLET OR FIXTURES FlXED APPLNIS. OR Ex. Occup. pis PM. E Zo ®, SAL 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ ?2 137.._ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performanceYf the work for which this permit is issued. ❑ 1 have and will' -maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier , Policy Number ,(,The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers'. compensation provisioQs of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 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 Heating 15.00 Cooling 20. 0(1 Hood 6.50 6-90 Ventilation PERMIT FEE $ Al EV) Mobile Home Installation Fee $ Energy Inspection Fee $ 46 . nn occ CONST. TYPE TOTAL FEE $1,638.50 HA2. I D. FEES IMP I FLOOD CDF I PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work ,been paid, ""�►1 Date (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT M no / ry COUNTY OF BUTTE - DEPARTMENT+OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT -0. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER r)6!:;-_-"n-0nl JoPhtllR ." t,,p BUILDINGPERMIT OWNER R777n, Pt: rvT n 1ARRARA -&'MOr"J4q SQ. FT. OCC. BUILDING VALUATION R,� QP In nn OWNERS MAILING ADDRESS 1'S3rt3 iTr*a.!Y:jT(' T?f'tAt� 7 45 TT ill AIn nn CONTRACTOR'S NAME TELEPHONE ?1 (1W w 171 1`1n 677 q71 nn CONTRACTORS MAILING ADDRESS 411 0 2, S77.nn CONSTRUCTION LENDER Fireplace j IM0 r)n LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 721. 250 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 4701 ')P BUILDINGADDRESSC, TjTTkArTT(' n j�'41 , nA)1 Energy Plan Checking Fee $ $ PERMIT FEE $ 1 91A 79 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 17 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 11 7.00 77.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK15 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Q F ? TIFT)PM Describe Work: f rf + Gas piping system 1 - 5 outlets 15.00 19 nn Building sewer 15.00 5 n Mobile Home S G W @20.00 . PERMIT FEE $ 1.57,00 ELECTRICAL PERMIT Fling Fee 20.00 A i 't � _i 800V OR LESS Main Service 200A OR LESS 23.00 21. (10 { t ,1 LICENSED CONTRACTOR'S DECLARATION ( I hereby affirm under penalty of perjury tha4� am licensed under provi Towns of Chapfei 9 (commencing with Section 7000) of Division 3 of the Business and Prefessio_ns Coded and my license is in full force and effect. e'4 a, '�`� t - License Class Lic. No. ', "' O.c1. '` 1 > OWNER -BUILDER DECLARATIONS-. � n ' • f I hereby affirm under penalty of perjury that I am exempt from t4 he,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 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. ( SO. 3.5¢FT. 94.72 rDi w�cors . eiuL�T o�sr NON -REBID, c @7.50 POWER APPARATUs a SINGLE OUTLET CIR. Ex. Occup.OUTLET OR FIXTURES 20 Q 1.00 BAL. o so FIXED APPLNS. OR EX. OCCU - OUTLETS RESID, EA_L 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 137,?2 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 270.00 Heating 15.00 Cooling 2().f)0 Hood 6.50 r, , 50 Ventilation PERMIT FEE $ 51 Sr Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46. M occ CONST. TYPE TOTAL FEE $1 , 61r , 50 HAZ. D FEES IMP I FLOOD CDF PARCEL Po HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid.. _ Date ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,V _,,,4.�..�� r.r; M+.'as'"rn .K..,c-Y ��•..+-_-.._r �.---, ...w•..��-'-'-^-r-+.••--r�-i-.�y�_.•.. .�:.. �Y-.r',•y*�Y".ri'E�"�"r-f'r•ra.... r.. -',r -� --�• f/ _._ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION " '7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ' `f ASSESSOR PARCEL NUMBER 065-246-Onl ZMir, I WP BUILDING PERMIT OWNER RT7 n. PEM & RARAARA TA71!,11 C) f SO. FT. OCC. BUILDING VALUATION I AIN; T? QR .nf nn - OWNERS MAIUNG ADDRESS 1-5353IRNI P r, ROAD 741's T1 vi /on nn CONTRACTOR'S NAME TELEPHONE 111 gin t r,7 1 ' i' T CONTRACTORS MAIUNG ADDRESS ..- 411 A 2,877-M CONSTRUCTION LENDER _r Fireplace A LENDER'S MAIUNG ADDRESS Total Valuation $ 1 i,Alvva nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 792A 5(' ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 47n 711: BUILDING ADDRESS 1.5353 14TV17=3 ROAD Energy Plan Checking Fee $ 7q n(. $ PERMIT FEE $ 9'tf. 7P LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑, Duplex ❑ Mobilehome ❑ Othe11 r SPECIFY Each Trap 7.00 y7� Solar or heat pump water heater 23.00 Water piping 15.00 15.()C Each gas water heater or vent 15.00 )5 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: !S?F 2 R'EDRMf - fix x J Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 nf, Mobile Home S G W @20.00 PERMIT FEE $ 57 inn V\ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 21. OC, LICENSED CONTRACTOR'S DECLARATION e 1 hereby affirm under penalty of perjury that�l am licensed under provisions of Chapter 9 (commencing with Section 7000) of Divisio6'3 of the Business and Professions Code,y and my license is in full force and effect. �� ` '� ' • -� + License Class Lic. NO. t I It OWNER -BUILDER DECLARATION +.��. I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: a ��`, ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. / ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR ORADDNS. ( aAcc. BLDS. SO 3.5�FT. 94.22 NEW CONS . MULTI-ounzr NON RESID.BRANCH CIRCUITS@7.50 tl POWER APPARATUS SINGLE OUTLET US Ex. Occu OUTLET FDcrugEs 20 Q 1.00 BA L o flXED APP .CR OR Ex. Occup. ourLETs RE3ID. EA ,50 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 137.2? MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 2n.M Hood 6.50 6.50 Ventilation PERMIT FEE $ 61.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 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. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE 1,63P. 50 HAZ. p, FEES IMP I FLOOD I CDF I PARCEL I PO HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ---a 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538 -754 -PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT v- V 93 ASSESSOR PARCEL NUMBER 065-100-001 ZONING ARMH 3 WE BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 740 U 13,320.00 CONTRACTOR'S NAME TELEPHONE 407 C 5,291.00 51 0 357.00 CONTRACTORS MAILING ADDRESS 121 SPA. RM 6,171.00 CONSTRUCTION LENDER Fireplace A LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 905.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 588-58 BUILDING ADDRESS 15353 HUMBUG RD. Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1-517-081 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF JPDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1,11 7.00 Q1 _nnI Solar or heat pump water heater 23.00 Water piping 1 5.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New )C] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: S/F 2 BEDROOM Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S I G W 920.00 PERMIT FEE $ 171-00 ELECTRICAL PERMIT Fling Fee 20.00 600V OR Main Service 200AORLEN 23.00 23.00 LICENSED CONTRACTOR'S DECLARATI I hereby affirm under penalty of perjury that I am licensed under p v apt 9 (commencing with Section 7000) of Division 3 of the Business and �, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARA 1 hereby affirm under penalty of perjury that I am exempt fr a Contra cense Law for the following reason: ❑ I, as owner of the property, or my em th wages as el ole com ensation, will do the work, and structure i t e ed or offer r sale. I, as owner of the pro e , am exc s ely c t ting with ed contractors to construct the proj t. ❑ 1 am exempt under Se Busines a d Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING UP. SO OR ADDNS. ( a ACC. BLOS. 3.50n NEW CONST. MULTI- OUTLET NON-RESID. 97.50 OWER APPARATUS a SINGLE OUTLET C1 R. @ 1'50 Ex. Occup. OUTLET OR FIXTURES 8.4L @ .so LNS Ex. Occup. OU r(RRESI°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ WORKERS' PEN A ON DEC ATION 1 hereby affirm u r penalty of erl ry on o e folio n declarations: ❑ 1 have a I maintain c ificat conse t o self -insure for workers' compensa provided or y sec . of the Labor Code, for the performance th ork for IC this perm Is issued. ❑ 1 have and will m to workers o pensation Insurance, as required by Section 3700 of the Labor e, the p ance of work for which this permit is issued. My workers' cc pen 'o ' sur c carrier and policy number are: Carrier Policy Number (The above sections need not be-1Wm`plet#J if the permit is for work of a valuation of one hundred dollars ($100) or le 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 forthwith comply with those provisions. X _� �=� ___ Date c, _ 2� �� 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 Fling Fee 20.00 Heating 5. 5. Cooling Hood 6.50 VentilationW__.5 0 -T. 50 PERMIT FEE $ 66.00 Mobile Home Installation Fee Is Energy Inspection Fee 46.00 o c V3 CONST. TYPE VN TOTAL FEE $ 1,989.58 HAZ. D FEES IMP I FLOOD CDF PARCEL I PD I HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do been paid. Date (Da te work Receipt No. Z 5 -)-1 WHITE-D.D.S.-B.D. CANA Y -ASS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT _� o — — —_. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION * ovi County Center Drive • Oroville, California 95965 • Telephone (530) 538-754yy�� ERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069 -100 -Ml ZONING ARVIR 3 WP i BUILDING PERMIT OWNER TELEPHONE S SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1.5353 M RD- 740 U 13.320.00 -2911C CONTRACTOR'S NAME TELEPHONE 407 G 5.2%.00 O 1 357,l7 ^^ CONTRACTORS MAILING ADDRESS 121 SPA RM 6,171.00 CONSTRUCTION LENDER Fireplace A LENDER'S MAIUNG ADDRESS L Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 905.50 ARCHITECT OR ENGINEERS MAILING ADDRESS i �r . • _ Plan Checking Fee $ BUILDING ADDRESS 35353 HUMBUG RD. Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO.. SUBDIVISIONS NAME � PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF+ �O Duplex ❑ Mobilehome ❑ Other W T^ SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15. 00 Each as water heater or vent 15.00 15.00 TYPE OF WORK ,. New X1 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SIF 2 BEDROOM Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G W Q20.00 PERMIT FEE 171.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service "AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATIONMain .. I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby 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 astheir sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason`' WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (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 4 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X C1 , _ Date 2� -0i Signature of Applicant- 41Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Service 200A TO 1000A 46.00 NEW CONST. DIN 1.1 OCCUP. OR NS. ( SO 3.5¢FT.176 MLIAcco NEW UTLET NON-RESID. C 97.50 POWER APPARATUS 6 SINGLE OUTLET CIR. J1- EX. Occup. OUTLET OR FIXTURES BAL O I.50 Ex. Occup. OFIxU TS Aa D OR 5.00 -Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring` r 23.00 PERMIT FEE S Ao -;6. MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE S 66.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 o 3 CONST. TYPE VN TOTAL FEE $ 1,989.58 HAZ. D. FEES IMP FLOOD This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON CDF PARCEL PD HD ISSUE Ol applicable provisionst_ Resolutions to do work been paid. Date Date Receipt No. Z n-1 WHITE-D.D.S.-B.D. CANA Y-ASS15SSOR PINK -INSPECTOR GOLDENROD -APPLICANT &COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -.,.� County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 065-100—Ml ZONING APMR 3 WP BUILDING PERMIT OWNER R BARBARA RIZW TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS V;351 74£1 T1 13 , 320! . 00 CONTRACTOR'S NAME TELEPHONE Gt7 1 _7 " f00� 157. 00 CONTRACTORS MAILING ADDRESS tai Srft 6.171.M CONSTRUCTION LENDER Fireplace A f1f1 iii LENDER'S MAILING ADDRESS Total Valuation $ ' '' ►. ' ` '' ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 905.5V ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 7 BUILDINGADDRESS 15353 iIMUG RD. Energy Plan Checking Fee $ 23,00, PERMIT FEE 1. 537 08 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 `'r� USEOFSTRUCTURE SF Fl Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water I in 15.00 •' P -P 9 Each gas water heater or vent 15.00 5, s.7 TYPE OF WORK New er Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: S/F 2 BEDRWH Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 171.00 ELECTRICAL PERMIT Filing Fee 20.00 600V OR LESS Main Service zoOA OR LESS 23.00 23.. - LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. NO. OWNER-BUILDER DECLARATION I hereby 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. p� 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 Main Service 200A To 1000A 46.00 NEW CONST. ( DWELLING OCCUP. 3.5QF°: % NEW o" nBiuL^OCo�sr NOp}R�Ip, C @7.50 POWER APPARATUS 8 SINGLE OUTLET CR. Ex. Occup. OUTLET OR FIXTURES 20@''00 BAL @ .50 Ex. Occup. oFlxuTUEeo�A AEs oE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE $ 150 5M WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 4 the permit is for work of a valuation a of one hundred dollars ($100) or less.) ©' 1 certify that in the performance of the work for which this permit is issued, I shall " not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. t 1 r 0 c'a4 X ° `-''" 7 `' \ Date i< –; _ 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 Heating 11,11 • `' - Cooling 7.- , nto 4 t, . Hood 6.50 0.5t r Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 4� • t' t o 2-1 corT. TYPE VP TOTAL FEE $ 1 t ql9. 52 HAZ' D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable Resolutions been paid. Date Date provisions to do work Receipt No. I / 1, ., 'a WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMEN- SERVICES - BUILDING DIVISION ' ,.,,7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT q9 _ ! 3 ASSESSOR PARCEL NUMBER 065-100-01 ZONING ARM I WP BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION •ADDRESS OWNERS MAILING 15353 HUMM RD, 740 n 13,320.00 CONTRACTOR'S NAME TELEPHONE w m C 4l' I/h.� 00 �Xj 1 i.i 357.00 CONTRACTORS MAILING ADDRESS 121 SPX W 6.172.00 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS kFireplace Q Total Valuation $ VJJ..1VL ' ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Permit Fee $ 905.50 Plan Checking Fee $ 588.58 BUILDINGADDRESS 15353 RD (f ,t(�j ) O . Ener Plan Checking Fee Energy g $ L 23.00 $ PERMIT FEE $ .537.0£3 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE I Each Trap Solar or heat pump water heater 131 7.00 C)l �M 23.00 21 SF ifr] Duplex ❑ Mobilehome ❑ Other Water piping 15.00 `� <-�- SPECIFY Each gas water heater or vent 15.00 TYPE OF WORK New 91 Addition ❑ Remodel ❑ U5lities ❑ Installation ❑ Other ❑ Gas piping system 1 - 5 outlets Building sewer 15.00 15. 15.00 15.00 Describe Work: S/P 2 BEDROOM Mobile Home I S I G I W @20.00 PERMIT FEE $ 171.00 ELECTRICAL PERMIT Filing Fee 20.00 600VOR LESS Main Service xoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION Main Service TO 46.00 DWE200ALLING CCU000A NEW CONST. ( DWELLING OCS. �� 3.50FT. 126.50 NEW CONST. MULTIC-OUTLET NON.RESID, C 97.50 R A PPARATUS 8 SINPOWGELEOUTLET CIR. Ex. Occu OUTLET OR FIXTURES BAL Q I.0 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License ,: Ex. Occu . OUTLETSR�>p oR� 5.00 Law for the following reason: Temporary Service 23.00 ❑ 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. Mobile Home Facilities 20.00 Misc. Wirino 23.00 O'r 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 PERMIT FEE $ ' 169.50 WORKERS' COMPENSATION DECLARATION MECHANICAL PERMIT Filing Fee 0.00 I hereby affirm under penalty of perjury one of the following declarations:Heating „.J' ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Cooling ` 7V `'v" uu r ^ Hood 6 0 ` Ventilation ° ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier ? PERMIT FEE $ Policy Number Mobile Home Installation Fee $ ,, (The above sections need not be completed f the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall Energy Inspection Fee $ 414,.:,0 ocA3 T CONS. TYPE CiNST. TOTAL FEE $ 1.989.58 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 "Az. o. FEES IMP FLOOD CDF I PARCEL PD HD °ISSUE _/ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. forthwith comply with those provisions. t 1 1. X "i c ��ti c) r-1, - V , �.�. ('� Date ""' - Signature of Applicant =0,.Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. By PERM_IT'EXPIRES ON I Date Date Receipt No. S'l WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT SERVICES - BUILDING DIVISION • Telephone (530) 538-7541 RMIT PERMIT NO. BUILDING PERMIT SO. FT. I OCC. I BUILDING VALUATION Fireplace /-.50,0 PERMIT FEE _ , O o Total Valuation Is Q " Mobile Home Facilities Filing Fee $ 200A To I000A 20.00 Permit Fee $ 3.5Q� UUMT. NOWRESID. Plan Checking Fee S PERMIT EXPIRES ON Mato) Energy Plan Checking Fee b 23- 00 $ PERMIT FEE S , L) PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 J5.06 Each gas water heater or vent 15.00 15,00 Gas piping system 1 - 5 outlets 15.00 15,00 Building sewer 15.00 15.00 Mobile Home I S I G I W.1 020.00 EX. OCCU . OUT ET OR FdnURES PERMIT FEE _ , O o ELECTRICAL PERMIT I Filing Feel 20.00 Main Service Mobile Home Facilities 23.00 23.00 Main Service 200A To I000A 46.00 NoREWnooNs. CONST. DwE= oocuP. a noc. sins. 3.5Q� UUMT. NOWRESID. AR� eMW � ) 07.50 EX. OCCU . OUT ET OR FdnURES Mobile Home Installation Fee S OMA OR Ex. Occup. OvnE78 EsiO. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 I PERMIT FEE 1$ ( G a, $0 P MECHANICAL PERMIT I Filing Fee 1 20.00 6.50 Ventilation PERMIT FEI: $ QQ Mobile Home Installation Fee S Energy Inspection Fee 5 , 0 3 ` CONST. TYPE T?T,�W, L EEs 58NAZ D. PEEK 0 1 CDP I PMCEL I PD I MD I MUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Mato) `> 1 7-4 a5£s ?Q e c vel 7lz8 � : PMENT SERVICES - BUILDING DIVISION . ..OUN . Y OF BUTTE -DEPARTMENT OF DEVELO 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT o Rev IP/961 APPLICATION AND PERMIT _�-�3`7 ASSESSORPARCEL NUMBEROvs _ `�p.i� ` ZONING jfm T'1 3 TTELLE Z8 BUILDING PE T /96,00 OWN _ NONE -9149 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS�" I T�v�V�C CONTRACTOR'S NAME TELEPHONE f.f ® ° t CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER ij G (� q Z . oO Fireplace T 1570o 1 LENDER'S MAILING ADDRESS Total Valuatlon $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee OD $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee b _ SUITING DADDRESS ��b� . �CJ Energy Plan Checking Fee $ � 00 $ 3 . 3b Q qk `� Q k 5 Q 54 PERMIT FEE $ LOT NO. U NEi R7N5 NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 91,0 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other ((( aPECPr Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1 FJ �� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 —r Mobile Home S G W (920.00 PERMIT FEE _ ! • 0C) ELECTRICAL PERMIT Fling Fee 20.00 aoov oR LESS Main Service zow oR LESS 23.00 Z LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect License Class Uc. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 20" TO 1000A 46.00 NEW CONST. DWELLMG OCCUP. SO r OR ADDNs. ( + ACC. stns• 3.5¢Fr: 12 NS . BRANCH MULTI CIRCUITS 7,50 NON•RESID. PoO APPAAArus + SINGLE OUrIEr CIR. Ex. Occup. OUTLET OR FwruREs eA20 1:000 PDrED APPLNS. OR Ex. Occup. ouTLE�s ESID. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _I LP'g r MECHANICAL PERMIT Fling Fee 20.00 Heating zo1oz� Cooling ) 5,D Hood 6.50 (D Ventilation PERMIT FEI:Ett0 Mobile Home Installation Fee $ Energy Inspection Fee I S c CONST. r p TOTAL FEES ` S D0 r�CO HA2.D. FEES IM FLOOD CDF PAR PD HD i ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. _, Receipt No. 5� �� J^�ri V n^r^ ^^ ^^ ^r „^^ 1 f IR 4 L L. b� 672-6300 1872-4e,3(7 MA-( �- P13,- of G,,tee C- OUN,TY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: �zzo ASSESSOR PARCEL O(n5 - (OD - DDI `•ER: Proposed Building Use: ��'2 [�� Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing a d/or issuance: Date Received - By ❑ 1. All items have been submitted -------------------------- 7----------------------------------------------------------- to0plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 0Complete plans, 3/4 sets, signed by the preparer of plans.'----------------------------------------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ anufactured Home data and installation instructions including Tie Down Specifications ------------------ A 412- E e2 a i Fees of $ --- - 1 -r - -1_Q � r ----`i----&Cq(g_4 .-f �--R£(11gJ4 00 If Impact fees as shown on the attached schedule. --- -----------------Q30 ---California Department of Forestry plan approv ees. ----------------------------- �, l ❑ Flood elevation certificate. ------------------ --------------------------------------------------------------------- (ill�"r Sanitation and plot plan approval &✓�'l—ealth Department. ------------------------------------------- —al - n�1� 15. City of Chico plumbing pernmit. ----------------------------------------------------------------------------------- ot plan and business license approval from the City of Biggs. ---------------------------------------------- Planning approval for (A) Use: (B) Parking: v -f--- -- ---- El18. Contact Land Development about ❑ Improvements, ElDrainage, ❑ Legal Parcel. A-t-4ut.-Ai ----- 0 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------------- E12Z. Workers' Compensation carrier and policy number. --------------------- 33.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). 1124 Letter of signature authorization. ------------------------------ C. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. 7/�l/tig , 027. Manufactured Home utility clearance.--------------------------------------------------------------------------- _ 0. Existing violations and/or x u pecmrts.--------------------------------------------------------------------- _ 9. ❑433VEIW�,-4� ❑ M.H. Title, ❑ Check to H.C.D $ ---------------Other: I �1{�.t* CeOX& (!(1 ' I f'1 % GPI/ 4 ---_--- When you issue the permit, process as follows ❑ Mail to owner, ❑ ail tQ contractor. ht' Xelephone Q 72—a-S-RO and hold for pickup at C� o Deliver�with inspector. Date: V' n.. Applicant: _ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: (Date) 1. Index permit application for the above items numbered:! I an Check List 2. Additional items required: 0 C j2fa1A _51�g 'il(�O A&LJ41hir . Contractor, esi er as advised of the ove required data by ❑ phone, Pmail, ❑ Building Division counter, by ate: Contractor, er as advised of the above required data by ❑ phone, mail, ❑ Building Division counter, b ate: r�� Contractor, designer, ,was advised of the above required data byXphone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, w f the above aired by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans orfhwold i4k Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. YO E.H. USE ONLY Plot Plan Attached S • Floor Plan Attach Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Pe -fel- 4 I13aTbarA 84210 15353 IA"tb!4 ". 00-- 100 s CM Owner Location AP# Plan Approved for: Sewage Disposal Y Water Supply: Public Private Well Clearance for 2_6 d.av�in . Other k®tee.. Hold final for: Final clearance O.K. for: NOTE: a / Cads Environmental Health Specialist 9-16-93 Date .... � �«. +..—�y.;va`--c-�".....+..^-,�n,nv,,,,�,�,.,`eyr,.,,,r.1,.f,,.�,�.t,...,.. -vr.-.-w.�.v,y....-......r.,.y-F.—.-..�r•r�•r+-�'„1'y,..�,sw-..s �—w�,.n-^ ....-. 5 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER 1 ZZ PROPOSED BUILDING USE V FEES 1. BUILDING PERMIT -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ Q Qt 2. SCHOOL DISTRICT FEES & 0 (paid at District Office) 3. SHERIFF FEES (paid at Building Division) . Residential ..... ... I x $360.00 = $ •� Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ Commercial (sq.ft.) .. V x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) A.P. # DATE REC # DATE REC �3��s8 L a4 9S 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These-fe s may be changed during the plan checking process. G APPLICANT Original -Owner Copy-Bui I -N, DATE % (Rev. 12/96) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe conspicuous place. Do not remove until all required inspections are made and building is approved for occupancy. Plans must be available on the job site. A.f 065-100-001--- PERMIT#98-1373 Ov RIZZO, Peter -& Barbara _ 15353 Humbug Rd., Magalia Co New Single Family Pe PERMITTEE MUST CALL FOR INSPECTIONS Piers Underground Conduit Pre-Gunite Not. Pout Concrete Until:Above Signed Underfloor Plumbing Underfloor Electrical ' Underfloor Mechanical Underfloor Framing Do Not Install Floor or Slab -Until Above..Signed Rough Plumbing Rough Electrical Rough Mechanical Framing Shower Pan Do Not Insulate Until Above Signed Insulation Do Not Cover Until A ove i ne Fireplace Footing Fireplace Throat Do Not Continue Fireplace Until Above'.Signed ' Stucco Lath Scratch and Brown Do Not Cover Until Above Signed. . Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Building or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY Addresses Information:24=Hrins :'. Oroville 7 County Center Dr. 538-7541 538-7636 Chico 1469 Humboldt Rd. 891-2751 891-2834 Revised 7194 UNITED STATES POSTAL SERVICE TM IIF Because we know your time and money are valuable, we suggest you call your local Post Office before you install a 'mailbox. Call 1 -800 -ASK -USPS or 1 -800 -275 -8777. - Ask to speak to the Carrier Supervisor, who will tell you the proper location for your box and explain current requirements for mailbox installation. The location and other requirements must be approved by the Carrier Supervisor, before your carrier will begin delivery. ?hanking you for your cooperation, glie United ,States postal' Service and your Gocaf -Post Office M �^ ~ ` r - ' 065-100-00I PElMI7#98-1373 � / . DIZ2O, Peter & Barbara \ ! 15353 Humbug Rd., Mu8alia ' New Single Family . ` | ' � } � \ ` - ' #98-1373 � 065-100-001 ru"^^^^ & Barbara / �IZZD` �eter lia 15353 Humbug Rd., Maga . , New Single Family Dear Property Owner: 'eutte Count L A N D O F NATURAL WEALTH A N D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 536.7541 FAX: 1916) 538.2140 We have.issued a permit to construct a new building, an addition, or to do remodeling on your property. This letter is to inform you we have approved the building plans submitted for conformance with code requirements. We will only inspect the construction for conformance with code requirements. It is your responsibility to see that the building conforms to your plans and expectations. Should you have any questions concerning this letter or any other matter pertaining to the construction, please do not hesitate to contact this office. MCV:ahb Yours very truly, Michael C. Vieira, C.B.O. Manager, Building Inspection RE: Attached Building Permit Dear Permittee: ,butte Count L A N D O F NATURAL WEALTH A N D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 1916) 538.7541 FAX: (916) 538-2140 Attached is your building permit along with the approved set of plans and a job card. Please post the job card on the job site in a conspicuous location for the inspector to sign during the various phases of construction, and also have the approved set of plans on the site at all times. Inspections will not be made if the job card and approved plans are not on the job at the time of inspection. Please review the approved set of plans before construction and make note of any corrections made in red. If any of these notes or corrections are not clear to you, please contact this office - do not proceed with the work without making the correction. The job card must be signed by the inspector before proceeding with each item listed. Should he not sign the card, a white correction notice will list the corrections to be made and a call back inspection must be made before going any further. Please allow 24 hours for inspection service. As a reminder to you, it is illegal to .occupy this building or portion of building for which this permit is issued without approval from this office. On certain occasions a temporary occupancy will be permitted. Please do not confuse gas or electrical service to the building as an occupancy clearance. Before occupancy, all of the "final items" listed on the job card must be signed by the inspector or special permission given. Your permit expires one year from date of issuance. If the work has started, but is not completed and finaled by the expiration date, a renewal permit is required. If the renewal application has not•been made within 30 days of the original permit expiration date, or if the work has not commenced, a new permit application and fees will be required. Upon completion of the work covered by this permit, please contact this office for final inspection. Should you have any questions concerning this letter or any other matter pertaining to building construction, please do not hesitate to contact this office. Micilael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments - RESIDENTIAL S 065-100-001 PERMIT#98-1.373 PERMIT NO.� RIZZO, Peter & Barbara ` 15353 Humbug Rd., Magalia PERMIT EXPII New Single Family ` J OWNER 42•`7 — 4C CONTR. ASSESSOR PARCEL LOCATION CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole — Called PG&E_ Temp. Elec. Service _ Called PG&E — Temp. Gas Service _ Called PG&E — JOB FINALED (Date) Signature V=OK O = Not OK Not Applicabley Not ReaMOBILE HOMES, Date MOBILE HOME UTILITIES (Plan's) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/0 -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /Uft. / /Nat. or/ /'L"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing-VeneerStuxo-Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements- Setbacks Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal 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-DepthSpadng-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-VeneerStuxo-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbackg-Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFl 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pool Lghtq. . Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 =No O = Not OK RESIDENTIAL (Single & Duplex) - = Not Applicable Not Ready Date UNDERFLOOR (Plans) OK except #'s Date 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / /° Ftg. Depth Hangers -Post Caps -Anchors -Connectors 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ /' Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ N Fig. Depth 5. Stemwalls, Main;*Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test Siding -Nailing Veneer 12. Electric Underground Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. Glazing Area -Class Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies Shear Walls: Nailing -Bolts 15. Access & Ventilation 16. Insulation 62. Infiltration-Walls4Mindows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle FINAL (Plans) OK except #'s 18. Water Pipe; Test & Anchor -Nail Protection Ext Steps -Door & Sidelight Protection -Landings 19. D.W.V.; Test Fittings & Anchor -Nail Protection Smoke Detector 20. Shower Pan; Test, First Floor -Tub Access Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 21. Test Tub & Shower, Second Floor -Tub Access Bedroom Exiting 22. Gas Pipe; Sixe & Anchors G.F.I. & Bath Fixtures & Tub Access -Spa 68. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets at Wood Panel, Int. & Ext. 23. Fixture & Transformer Clearance -Ins. Protection Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 24. Elec. Receptacles Spacing -Lights & Switches at Doors Elec. Outlets & Recepticales at Kit. Counter 25. Size Bot es & No. of Conductors Stapled Garage Fire Door; Swing -Landing -Closure 26. Romex I stalled Close to Edge of Studs & C.J. A.C. Duct in Garage -Damper 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI Plb., Elec. & Mech. Equip. Listed for Location 29, Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga Cu or AI Elec. Receptacles in Garage (G.FI.)-Romex Protection 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No Insulation -Foam -Looked in Attic 31. Service -Riser Conductors & Ground -Main Disconect Guard rails & Deck Construction -Post Caps 32. Equip. Clearances Panels-Motors-Mech. Epuip. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 33. Clothes Closet Light -Shower Light -Spa Light Following Instld./DHve 0 Yes 0 NoANalks 0 Yes [] No/Planters 0 Yes 0 No 34. Smoke Detector Stucco Brown -Finish 84. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'a 35. A.C. Ducts Insulation & Support 89. 36. Vent Fan, Exhaust above insulation 90. 37. Condensate Drain & Overflow, Size & Grade 91. 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 92. 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin=roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Class Protection -Skylights -Plastic 59. Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation-V✓a lls-Ceilings 62. Infiltration-Walls4Mindows Date. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 82. Following Instld./DHve 0 Yes 0 NoANalks 0 Yes [] No/Planters 0 Yes 0 No W. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Co, L A N D O F NATURAL WEALTH A N D BEAUTY ;.:f 7tir , 'I�dk✓ �r'"4 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES . 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 November 17, 1998 Peter and Barbara Rizzo 15353 Humbug Road Magalia, CA. 95954 Assessor Parcel Number: 065-100-001 Building Permit Number: 98-1373 The above referenced revised building plans; with the elimination of the lower floor level, were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide revised truss details and layout for the revised dwelling. Required prior to plan review (no faxes!). Trusses must be reviewed, stamped and signed by the architect of record. 2. The elevation at this location is 2500' to 3000' and the recommended ground snow load is 55 psf. Trusses have not been designed for this load. 3. Provide assistance in locating the design calculation for the retaining wall (detail 2/4.1). 4. Provide assistance in locating FB -1 @ Corner of Nook on the building plans. 5. Provide assistance in locating C-1 Col/Post @ BM -1 on the building plans. 6. Provide assistance in locating Upper Level, Grid Line 1, seg. C, HD - A on the building plans. 7. Provide assistance in locating Upper Level, Grid Line E, seg. 5-a through 5-c, panel 7 on the building plans. 8. Provide assistance in locating Lower Level, Grid Line B, seg 1, panel 7 on the building plans. 9. Plan review cannot be continued without the above mentioned items. 10. Obtain Planning approval for this additional dwelling located in the WP zone. 1 11. Obtain a revised Environmental Health Department clearance for the revised floor plan. 12. Building permit #97-0929 to re -tag the electrical service has expired without a final inspection. Final inspection is required prior to the issuance of this permit application. 13. Complete and return the enclosed revised Butte County Schools Impact Fee Certification Form. 14. Do to the revised floor plan the balance of Building Permit fees must include revised plan review fees. Balance due = $1,364.73. 15. Sheriff fees = $360.00. 16. Additional items may be discovered when these plans are reviewed by the Butte County Building Division Engineer. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner 2 EJ August 26, 1998 Peter and Barbara Rizzo 153 53 Humbug Road Magalia, CA. 95954 Assessor Parcel Number: 065-100-001 Building Permit Number: 98-1373 L A N D O F NATURAL WEALTH A N D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 I have reviewed the letter from A.E.C. Group dated August 24, 1998. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Shear wall schedule #9 and #16 shown on page 5.0 is incorrect.. Provide revised building plans and structural calculations for the affected areas. 2. All windows in the Spa Room must have safety glazing. If the owners have decided to forgo the spa in the room and change this room to a sun/garden room, correct the name of the area along with #1 above. 3. Water heater shown on pages 2.0, 5.0, 10.0 and 11.0 located under the stairs is not allowed as per U.B.C. 1213.5. Relocate the water heater. 4. Holdown "A" at shear wall grid line C, segment 1-a is not shown on page 4.0 or page 5.0. H.D. at window #33 is not shown.... Provide revised plans. 5. N/A with sun/garden room. 6. The storage area and the laundry/bath #3 area must be considered conditioned space. The Butte County Building Division considers any room's within the dwelling to be considered conditioned area, regardless of the labeling of the room. Therefore, revised energy must be required. 7. The elevation at this location is 2500' to 3000' and the recommended ground snow load is 55 psf. Trusses have not been designed for this load. Attached you will find a Memorandum dated 11-5-97 from Michael Vieira, Building Official. 8. Please indicate all revisions or additions with a cloud or other significant marking. 9. Obtain Planning approval for the additional dwelling at this location. 0y -W. Provide a letter of intent regarding the cabin and the existing manufactured home at this location. 1 11. Building permit #97-0929 to re -tag electrical service has expired without a final inspection. �( L,2**" Obtain sanitation and plot plan approval from the Chico Environmental Health Department. 13. Balance of Building Permit fees = $1,393.81. 14. Sheriff fees = $360.00. If you wish to discuss any of the above items, I can be reached at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, A4.' . A, Glenn Gibbons Plans Examiner Attachment C.C. Larry Warner 2 A*E*C GRaUP ARCHITECTURE -EN-Gl- iEE-RING CONSTR-UCTI-ON -MA_N-AGEIVIE-N T . LarryJ- Warner v_iAs 9T6-992=9668_ . - 574-Manzidfa,-Ste 4. Cbico, Ca:95926" • August 24,1998 Glenn :Gibbons -Building_Divisionf-Plans Examiner 7 County. Center Drive Oroville, CA. 9596-5 -Re: Plan. Check -Correction -for A3':N-To:065-1-00=001; Permit 98-1373 I received a copy of -the -pian review -on -August 24,1998. 1. T-. a-shear-capacity-ofshear watL9-and 16 -as shown -on sheet 5.0, is . 4- -as 0 and 17 -respectively. -The -related -shear capacities -are -in -excess- of theshear requirements(see capacity P.LF on sheet 5.0). The Les shear - as -shown -meets -or exceeds -rhe engineering -requirement. If you -wan* numbers- to mater I can -change the engineering sheet to -reffectthe-coiretating.numbFer,-however.as the Architect -of. -Record I -do-not-itel-that-this-is-necessary. Please -advise. 2. Siince copleiion, of the -documents the owners have decided to €bWthe- spa -in -the roorircalleu-out spa room. This will be used as r� asunl_garden-room that.-does-not.require safetyglazing. Please .. change-the-room-name-fom-spa r-oom to sun/gar-den room. t5 '3- Thewaterheater- is not actually -under the stair, but rather under the d floor -above. If this in not -your view, please advise We -can move . the water -heater -to .the-garage,_or-add-a wall at the stair to separate the -under stair area from -the water -heater area. Please -advise. i� 4. I-'have-found.thesubject=hold down on both sheet 4.0 and 5.0. Please-advise_(or: copy and:highlightar �LaCgigifffi n f � �j -clarifications-upon review. AUG 2 6 1998 BUTTE COUNTY BUILDING DIVISION 0 Page-T�vo Plan Check Ri-4zo ons• I -will -add -a note -to my-plans:-Please-ni-ark-up-and-note-the-plans that you have. These areas are not conditioned space and should not be included in the Energy Calc's in relation -to Titly 24. Please-advise-me-ifyowhave-a-speer€tc code- elemeathat requites s unconditioned space to be included in Title 24 compliance package. ICBO-No. 4-226, La Habfa-Wal-l-1✓ ior-Wall-Eoating and Insulating System. $. R-21 is a standard high capacity insulation for 2X6 walls. We have used this for several years --now: 1 -have -attached -a- eopy-ofa- Sweets -catalog by Certainteed: 9. The live load used was 60 PSF and dead load 30 PSF with a concentrated load of 200 LB -9. See -attached c�lc. Phave viewed the actual -soil condition on -the site -and have determined that the soil type is not expansive and no special requirements are needed. Yl-. We-havecompleted recent -projects in -the -same -vicinity of this project and have -utilized 5 �� a 30 LB live load without any comments. If the County has now established a new C;o eregarding--new-snow-load&, please -fax or -send mea copy of this code so that I may review and apply as required. 12—.& 1-3- You- can-not-find-CF-because-this--truss-was-not-use& It was inadvertently in the calc's. Please remove from the' calc's. There-is-no-load-from'FntwCG-to-€ oundation.beeause-it was not used. N14. No changes to the plans at this time. 1-5-. through -20. These-items-will--be-completed-by o ,, }er. Sincerely, CC: File Rizzo-- La. August 20, 1998 Peter and Barbara Rizzo 15353 Humbug Road Magalia, CA. 95954 Assessor Parcel Number: 065-100-001 Building Permit Number: 98-1373 , �utt6 �ii L A N D O F NATURAL WEALTH A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Shear wall schedule #9 and #16 shown on page 5.0 is incorrect. 2. All windows in the Spa Room must have safety glazing. 3. Water heater shown on pages 2.0, 5.0, 10.0 and 11.0 located under the stairs is not allowed as per U.B.C. 1213.5. 4. Holdown "A" at shear wall grid line C, segment 1-a is not shown on page 4.0 or page 5.0. -5,' All electrical within the Spa Room must conform to the requirements of N.E.C. 680. 6. The storage area and the laundrylbath #3 area must be considered conditioned space. / Therefore, revised energy must be required. a/ Provide the listing requirement for the exterior stucco (two - coat) application over the 1" R-5 stuccomate foam board. 8� Provide the listing requirements for the R-21 insulation in the 2 x 6 stud cavity. A(- Provide the dead load calculations for the floor area at the Spa Room. 1.6' Moderate expansive soil is indicated at this location and the building must be designed for this condition. 11. The elevation at this location is 2500' to 3000' and the recommended ground snow load is 55 psf. Trusses have not been designed for this load. Z Truss CG cannot be located on the truss layout. L3' Indicate on the foundation plan where the reactions of truss CG are located. 1 • • 14. Please indicate all revisions or additions with a cloud or other significant marking. 15. Obtain Planning approval for the additional dwelling at this location. 16. Provide a letter of intent regarding the cabin and the existing manufactured home at this location. 17. Building permit #97-0929 to re -tag electrical service has expired without a final inspection. 18. Obtain sanitation and plot plan approval from the Chico Environmental Health Department. 19. Balance of Building Permit fees = $1,393.81. 20. Sheriff fees = $360.00. If you wish to discuss any of the above items, I can be reached at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, AQata.4... Aiuww Gibbons Plans Examiner C.C. Larry Warner 2 N Date: August 12, 1998 uite fount .64 LAND OF NATURAL WEALTH AND BEAUTY Permit Applicant: Peter & Barbara Rizzo 15353 Humbug Road Magalia, CA 95954 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Number: 98-1373 Assessor Parcel #: 065-100-001 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials 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, Michael Mooney Date: August 12, 1998 Permit Applicant. Peter & Barbara Rizzo Permit Number. 98-1373 15353 Humbug Road Assessor Parcel #: 065-100-001 Magalia, CA 95954 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Rizzo/Warner 1) How are loads from second floor roof transferred to the cantilever microlams? 2) Page 16 and 17 of calculations refer to a retaining wall. Please key calculations to plans. UBC is very explicit, steel spacing in walls is to be 3x the wall thickness, but not to exceed 18". 3) Detail 1, sheet 4.1 - Calculations to support? Wall is poorly shown. Please clarify. 4) Detail 2, sheet 4.1 - Calculations to support? Wall is poorly shown, revise or delete. 5) Hold down details - do you allow bolt heads at outside corners to be countersunk? 6) Please key cross sections to plan views. 7) Please provide load path, roof to walls at gable ends. 8) Detail 4 sheet 9. 1, provide calculations or delete if not necessary. Key to plans. 9) Detail 5, sheet 9.1. provide calculations or delete if not necessary. Key to plans. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Michael Mooney CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R -------------------------------------------------------------------------------- Project .Title• Rizzo sfr o Run: 222 Jo-6=•N6v--98 Project Address: RIZZO SFR REV -2 Building Title: Document Author: Telephone: Magalia, CA Rizzo sfr Larry J. Warner AIA 916-892-8008 Building Permit # Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: X1826 ft2 Building Type: SFD--Single Family Detached Building Front Orientation: 120 deg (East) Number of Dwelling Units: 1.00 Floor Construction Type: Raised -floor, -,,,,- BUILDING SHELL INSULATION Component Insul Assembly Type R -value U -value ---------------- Location/Comments ---------------------------------------- --------------- Door 0 0.330 Outside Door 0 0.330 Unconditioned Wall '24 0.050 Outside Wal.l.� is f 0.065 Unconditioned ; Wallf 24:; 0.050 Unconditioned Ceiling 381L 0.025 Attic -Floor 19J 0.001 Crawlspace FENESTRATION Area U- Interior Exterior Overhang Frame Orientation ----------------- (ft2) value Panes ----- ----- Shading Shading -------------------- and Fins -------- Type -------- Window East ----- 105.0 0.420 2 Std Drape Bug Screen None Vinyl Window South 52.5 0.420 2 Std Drape Bug Screen None Vinyl Window West 67.0 0.420 2 Std Drape Bug Screen None Vinyl Window North 30.9 0.420 2 Std Drape Bug Screen None Vinyl Window West 153.3 0.420 2 Std Drape Bug Screen None WdDoor Window North 20.0 0.420 2 Std Drape Bug Screen None WdDoor THERMAL MASS Area Thick Type --------- Exposed? (ft2) (in) -------- ----- ----- Location/Comments ---------------------------------------- None HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- --- - ------ ------------- Furnace 0.80 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Rizzo sfr Run: 222 06 -Nov -98 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val -------------------- STD-HE-GAS.6 Standard ------------ STD-HE-Gas.6 ----------------- Storage gas ---- 1 ------ 0.60 ------ 50 ----- 12 WATER HEATING SYSTEMS MISC System Name ------------ STD-HE-GAS.6 Solar savings fraction ------------- Solar system type ------------ WATER HEATER/BOILER DETAILS Water Recovery Heater Name Efficiency AFUE ---------------------- ---- STD-HE-Gas.6 760 -- Rated Input (kBtuh) 36.00 HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES None Wood stove Wood stove boiler? boiler pump? No No Pilot Standby Tank Light Loss R -value (Btuh) Pipe run (ft) Pipe Insul Insul diam (in) thck (in) R -value 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 Special Features, Remarks, and Notes section. CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Rizzo sfr Run: 222 06 -Nov -98 DESIGNER OR OWNER Larry J. Warner AIA AEC Group 574 Manzanita Ave, Suite 4 Chico, CA 95926 916-892-8008 Lic #. C49GG4 '/1- 1 .c S' ned Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR Larry J. Warner AIA AEC GROUP 574 MANZANITA, SUITE 4 CHICO, CA 95926 916-892-8008 r gned Date COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Project Title: Rizzo sfr Run: 222 06 -Nov -98 Project Address: RIZZO SFR REV -2 Building Title: Document Author: Telephone: Magalia, CA Rizzo sfr Larry J. Warner AIA 916-892-8008 Building Permit # Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: 11 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 13.01 Space Cooling 12.39 Water Heating 12.52 Total 37.92 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 8.04 16.26 10.87 -------- Complies 35.17 Yes 1826 ft2 SFD Single Family Detached 120 deg (East) 1.00 1 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 14608 ft3 Conditioned Footprint Area: 1826 ft2 Ground Floor Area: 1826 ft2 BUILDING ZONE INFORMATION Floor Vent Vent Zone Area Volume Thermostat Height Area Name ------------ (ft2) ------- (ft3) -------- Type ------------- Type (ft) (ft2) House 1826 14608 ------------ ------ ------ Conditioned CEC Standard 210" 54.7 OPAQUE SURFACES Surface Area U- Insl Tru Slr Construction Type ---------- (ft2) value ------ ----- Rval ---- Azm --- Tlt --- Gns --- Type ------------ Location/Comments Zone = House -------------------------- Door 20.0 0.330 0 120 90 Yes CEC_30-Wood Outside Door 20.0 0.330 0 30 90 No CEC_30-Wood Unconditioned Wall 175.0 0.050 24 120 90 Yes W19.2x6SF Outside Wall 166.1 0.050 24 30 90 Yes W19.2x6SF Outside Wall 74.0 0.065 19 30 90 No W19.2x6.16 Unconditioned Wall 7.7 0.050 24 300 90 Yes W19.2x6SF Outside Wall 90.0 0.050 24 300 90 No W19.2x6SF Unconditioned Wall 21.0 0.050 24 75 90 Yes W19.2x6SF Outside Wall 7.0 0.050 24 345 90 Yes W19.2x6SF Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Rizzo sfr Run: 222 06 -Nov -98 OPAQUE SURFACES continued Surface Area U- Insl Tru Slr Construction Type (ft2) value Rval Azm ---- --- Tlt Gns --- --- Type ------------ Location/Comments -------------------------- ---------- Wall ------ ----- 203.5 0.050 24 210 90 Yes W19.2x6SF Outside Ceiling 1826.0 0.025 38 -- 0 Yes R38.2x4.24 Attic Floor 1826.0 0.001 19 -- 180 No FL19,I.19.2 Crawlspace PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type ----------- (ft) Factor -------- ------ R-val ----- ------ (in) Location/Comments ---------------------------------- None FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr Name -------------- Type ---- (ft2) ----- Azm --- Tlt --- Type ------- Type -------- Name Comments ------------ ---------------- Zone = House 2 Wind 3.0 120 90 Fixed Vinyl CLR-LOW-E 3 Wind 3.0 120 90 Fixed Vinyl CLR-LOW-E 1 Wind 9.0 120 90 Fixed Vinyl CLR-LOW-E 27 Wind 6.0 120 90 Slider Vinyl CLR-LOW-E 26 Wind 8.0 120 90 Slider Vinyl CLR-LOW-E 25 Wind 8.0 120 90 Slider Vinyl CLR-LOW-E 24 Wind 8.0 120 90 Slider Vinyl CLR-LOW-E 4 Wind 22.5 120 90 Slider Vinyl CLR-LOW-E 5 Wind 22.5 120 90 Slider Vinyl CLR-LOW-E 23 Wind 22.5 210 90 Slider Vinyl CLR-LOW-E 22-C-1 Wind 6.0 210 90 Hinged Vinyl CLR-LOW-E 22-C-2 Wind 6.0 210 90 Hinged Vinyl CLR-LOW-E 22-P Wind 18.0 210 90 Fixed Vinyl CLR-LOW-E 16 Wind 15.0 300 90 Slider Vinyl CLR-LOW-E 9 Wind 4.5 345 90 Hinged Vinyl CLR-LOW-E 10 Wind 4.5 345 90 Hinged Vinyl CLR-LOW-E 12 Wind 12.0 300 90 Hinged Vinyl CLR-LOW-E 11 Wind 40.0 300 90 Fixed Vinyl CLR-LOW-E 8 Wind 15.0 75 90 Fixed Vinyl CLR-LOW-E 7 Wind 12.3 30 90 Slider Vinyl CLR-LOW-E 7-T Wind 9.6 30 90 Slider Vinyl CLR-LOW-E DR -9 Wind 33.3 300 90 Hinged WdDoor CLR-LOW-E DR -11 Wind 120.0 300 90 Hinged WdDoor CLR-LOW-E DR -12 Wind 20.0 345 90 Hinged WdDoor CLR-LOW-E COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Rizzo sfr Run: 222 06 -Nov -98 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U- SC Gls Interior SC Int Exterior SC Ext Name Type Panes value Only Shade Type Shade Shade Type Shade CLR-LOW-E Clear 2 0.420 0.880 Std Drape 0.780 Bug Screen 0.870 OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ ------ ------ ------ --------- --------- --------- None 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 ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name -------------- Zone = House GasFurn-.80 ACsplit10 Winter Summer Targetted Fraction Fraction Thermal Mass Comments Duct Location System Type Efficiency and R -value Furnace 0.80 AFUE Attic R-4.2 Air Gond. -- central split 10.00 SEER Attic R-4.2 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Rizzo sfr Run: 222 06 -Nov -98 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------------------------------------------- ---- ------ ------ ----- STD-HE-GAS.6 Standard STD-HE-Gas.6 Storage gas 1 0.60 50 12 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ STD-HE-GAS.6 -- -- No NO WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ------------=--------- ------------------------- ------ STD-HE-Gas.6 760 -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ - r" I y — X4 — k 1LAA-*e � 63 1 1. L. 663 L 1667 $z5 Lo L Zes oma. r-ry Defl inst @ top (in) = 0.01 Defl longterm (in) = 0.04 Load Factor ult/ser = 1.52 Gerard V. Gioia RE TAI N I NG WALL A N A L Y S IS PROGRAM - AC I 318-89 N modular ratio = 10.70 M cracked sectn = 2.01 Q of conc (cf) = 6.00 INPUT file FI AR853RI2 ■ ID # 5' WALL STD. RIZZO OUTPUT file FO Date : 11-06-1998 15:16:05 Name L.J. Warner AIA L Project: CAR853 - RIZZO REV2 ■ I A (ft) = 1 FC (ksi) = 2 PAS (pcf) = 300 CF M = 45 D N B (ft) _ .5 FY (ksi) = 60 ACT (pcf) = 45 OCT (in) = 6.25 A P C (ft) = 2 WS (pcf) = 100 PL (kip) = 1.1 DCW (in) = 3.25 T U D (ft) = 1 WW (pcf) = 150 PD (kip) _ .6 DCH (in = 6.25 A T E (ft) = 5 WF (pcf) = 150 X (ft) = 1 CS (int/')= .2 * F (ft) _ .25 SUR (psf) = 200 PSA M = 0 TS (int/')= .2 ■ C Component Force arm @ toe Mtoe arm @ heel _M @ heel 0 1. surcharge 0.20 3.00 0.60 0.50 0.10 M 2. soil @ heel 0.50 3.00 1.50 0.50 0.25 P 3. P dead load 0.60 1.00 0.60 2.50 1.50 0 - 4. P live load 1.10 1.00 1.10 2.50 2.75 N I I 5. wall 0.38 2.25 0.84 1.25 0.47 E 1 6. footing 0.53 1.75 0.92 1.75 0.92 N I I 7. soil @ toe 0.05 1.00 0.05 2.50 0.13 T E o Summation 2.75 2.04 5.61 2.22 6.11 D I I A 1. P act soil 0.81 2.00 1.62 2.00 1.62 T I I F 2. P act surch 0.01 3.00 0.02 3.00 0.02 A D I I Summation 0.82 2.01 1.64 2.01 1.64 * I A IB I C 1 1. P passive 0.23 0.42 0.10 0.42 0.10 * , 2. P friction 1.51 0.00 ' 0.00 0.00 0.00 * * Summation 1.74 0.06 0.10 0.06 0.10 0 P active (kips) = 0.82 P passive (kips) = 0.23 Safety Factor sliding = 2.14 - U M resisting ('k ) = 5.71 M overturning ('k) = 1.64 Safety Factor overturning = 3.49 - T Eccentricity (ft) = 0.53 Kern width (ft) = 0.58 Resultant vert force (k) = 3.35 Ecc < Kern OK P V Toe design (k) = 5.08 X Toe V width (ft) = 0.92 Service defl moment ('k) = 0.95 U Toe Pressure (ksf) = 1.83 Heel Pressure (ksf) = 0.08 Pressure slope (ksf/ft) = 0.50 T Positive pressures indicate compression, negative pressures indicate tension D ,As design reqd-As min 1 A min 2 As max Vu Dmin Mu des Mu equil - A STEM -As 0.14 0.14 0.19 0.11 0.35 0.88 0.96 1.61 1.61 T TOE 0.08 0.06 0.08 0.23 0.74 5.08 5.57 1.61 4.55 A HEEL 0.03 0.02 0.03 0.23 0.74 0.65 0.71 0.63 -4.57 * As design amount of reinforcing for design of critical section - pick bars from this * As required based on actual moment at face of. support - see Mu in chart above * As minimum 1: based on { 1.33*Asregd } for 12 inch wide section and depth indicated from input data * As minimum 2: based on { 200/Fy } for 12 inch wide section and depth indicated from input data * As maximum based on { 0.75*Roe max } for 12 inch section and depth indicated from input data * Vu shear actual shear at distance < d > from face of support * d minimum : minimum allowable depth of section required to resist actual shear generated * Mu design actual moment at face of support used to calculate < As required > * Mu equilib actual moment at face of support based on moment equilibrium Defl inst @ top (in) = 0.01 Defl longterm (in) = 0.04 Load Factor ult/ser = 1.52 Ec (ksi) = Lambda = Roe'max = 2711.23 1.53 60.61E-04 I effective I gross I cracked = 216.00 = 216.00 = 216.00 N modular ratio = 10.70 M cracked sectn = 2.01 Q of conc (cf) = 6.00 INPUT file FI AR853RI2 OUTPUT file FO AR854RI2 L S` -L . 14 O r- TolpF, .06 a4j9 4-4 C , Z0) 1=�� - 0 3 ►1 "'4/) A -Y C, ?,a) > U SL ky'* 131. Mrs+ � - r'7"7 PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R Project Title: Rizzo sfr 06 -Nov -98 Project Address: Magalia, CA Building Permit # Building Title: Rizzo sfr Document Author: Larry J. Warner AIA Checked By / Date Telephone: 916-892-8008 Compliance Method: CALRES2 Version 1.31 ---------------------------------------- ---------------------------------------- Assembly Name: Assembly Type: Framing Percentage: Framing Type: W19.2x6SF Wall Construction 150 CEC_16ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resistance Material (inches) at Cavity 1 FilmIn_90 -- 0.68 2 GypBoard_HC 0.50 0.45 3a Fir 3.50 -- 3b R19Batt 5.50 17.80 4 Felt -- 0.06 5 ExtrPolyStyr 1.00 5.00 6 Stucco 0.83 0.17 7 FilmOutside -- 0.17 Resistance at Framing 0.68 0.45 3.47 0.06 5.00 0.17 0.17 ---------- ---------- Total Unadjusted Resistance (R): 24.32 9.99 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION U -value: Resistance: NOTE Cavity Framing Total ----------------- ----------------- ----------------- (1./24.32 x 0.85) + (1./9.99 x 0.15) = 0.050 Btuh/ft2-F = 20.01 ft2-F/Btuh The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or o Mandatory Measures Checklist: Residential MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features �— noted shall be considered by all parties as -binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. 10M DESCRIPTION DESIGNER I ENFORCEMENT Building Envelope Measures * §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. * §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). * §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weathers tripped; all joints and penetrations caulked and sealed. §150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): Special infiltration barrier installed to comply with §151 meets Commission quality standards. 3 .3 ,,� 3 -t g 0.5 p UA vi ka §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures ✓ §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(i): Setback thermostat on all applicable heating systems. ✓ §1500): Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (13-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°F insulated. 5. Piping insulated between heating source and indirect hot water tank. * §150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.. §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36' pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pilot light. (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.) tl �. ✓ Lighting Measures §150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. V Revised January 1992 RESEDMTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWER: � � BUILDINGP ER 9,Q - 3 7-3 PLAN CHECKER: ( A. P. NUMBER: - % O O ddn0t) AT / 1. Zoning requirements: (side yards and number of permitted living twits). .2� Valuation. Plans signed by designer. !� Proper description of work on application. S. Existing violations on roperty. 6. Items on data sheet, act ees ental Heal veloper Fees, etc.). Recorded notice of violation. PLOT PLAN: I" Complete parcel size and dimensions. e Setbacks, side yards, easements, etc. 07 Other buildings or structures. X' Grading, fills and/or drainage. Flood hazard. Z Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). /r F.A.U. & F.A.S. road setback. ,8"- Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. ,i j Required windows for light and ventilation (Section Y Kl. YC. Required windows for second exit (Section 310.4). 1203). 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 closer (Section 302.4). Minimum of one 3'0" exterior door (Section k2"- Fireplace and wood stove location, alcoves Smoke detectors (Section 310.9.1). 1004.6). and clearance. )4• Plumbing fixtures, water closet clearances and shower size. STRUCTURAL, DETAILS* Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. A., Three story building requiring engineered calculations and plans. 3'1 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. (;,A4ZA& g, Rafter ties or bearing ridge beam. W- Fireplace construction details and Calc. if necessary. ]-r- Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. I Retaining walls requiring design. Special Inspection requirements. }Ef Header size. �/. Sheetrock nailing inspection required? July 1996 .., 3.2 WSCl~LLANEOUS ITEMS TO LOOK OUT FOR 0 <% Stairway details: landings, rise and nm, head clearance, handrails (Section 1006). Guardrail details (Section 509). A Brick or stone veneer (Section 1403). d✓ Exterior plaster - weep screeds (Section 2506). ,51' Proper roof pitch for roof covering (Section 1501). k� Roof covering type - (fire hazard). Foam insulation - protection. .r 36" halls and stairways. A' Living area over garage - complete I -hour separation required on garage side including supporting walls and posts. 10. Two exits on three - story dwellings (Section 1003). Y. Underfloor access and ventilation (Section 2317.7). 12: Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P. G. requirements. Noise requirements on duplexes. y Energy design. W. Flashing at all exterior openings. I/ C.D.F. responsible area requirements. July 1996 3.3 RESIDMTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: ?'. \ zLo BUILDINGP ER: PLAN CHECKER: A P. NUMBER: 0(a r,'_ 100,001 Mn AT Zoning requirements: (side yards and number of permitted living units). Valuation. .3' Plans signed by designer. A. Proper description of work on application. ® Existing violations on property. 6� Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. A'**- Setbacks, side yards, easements, etc. Vim) Other buildings or structures. rpt 144 / N G s✓ Grading, fills and/or drainage. i Flood hazard. 6. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender_Trees, etc.). .� F.A.U. & F.A.S. road setback. - ' V Building or utilities across lot lines (Record form). FLOOR 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). ,6' 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). Li is switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9 CmatiQ�ater_ easreating and cooling equipment, other electrical or gas equipment. 1 Garage firewall, door size and closer (Section 302.4). Minimum of one TO" exterior door (Section 1004.6). ]2. Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). y� Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: QConventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Mp1. L f T � ,2!' Standard bracing or engineered design (Section 2326.11.3). J! Clerestory requiring balloon framing and/or engineering. A�- Three story building requiring engineered calculations and plans. Q. Foundation plan complete enough to construct building. 6� Floor construction details complete enough to construct building. 'b £C V. @ S Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. .l;r Rafter ties or bearing ridge beam. 0- Fireplace construction details and talc. if necessary. W. Garage door and/or porch header sizes. La' Stud heights. 1,3'� Adobe soils - special foundation design. joor Retaining walls requiring design. W. Special Inspection requirements. W. Header size. le< Sheetrock nailing inspection required? July 1996 3.2 MISCELi MMOUS ITEMS TO Llk OUT FORO 0 �Y Stairway details: landings, rise and run, head clearance, handrails (Section 1006). 2' Guardrail details (Section 509). a! Brick or stone veneer (Section 1403). , A.,.' Exteriorlaster - w p weep screeds (Section 2606). . . 8. Proper roof pitch for roof covering (Section 1501). � ~ 8� ; 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). Ll"' Underfloor access and ventilation (Section 2317.7). le Attic access and ventilation (Section 1505). I'iCombustion air for fuel burning appliances - L.P.G. requirements. (% Noise requirements on duplexes. `. le. Energy desig[L Flashing at all exterior openings. y7' C.D.F. responsible area requirements. 1 ' aSOO ' To 3000EL f \W tad , ' r July 1996 3.3 PROACT PROCESSING RE*RD APPLICANT: Raze, ze, OWNER: 220 PERMIT #: 11'73 A. P. #: a -106- 06 1 WORK DESCRIPTION: R B D S E D DATE DESCRIPTION OF STEP 'pf-e- ut 's d cli • am1,; g fe-Ai ✓S 'PU4 &CLU Cul llc CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the -land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app.-,rtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [yl 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�] 2. The length of vertical, curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 F� feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 Y feet long with a minimum 25 foot taper on each end. [� 1270.10. Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3.-� -5-, o -o ( 1,'- 13-7 3 /�i z z o, p676•2' AP # PERMIT # NAME [�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but .1 less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. [yj 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [K 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion -of road construction )r f_ial inspection of a building permit. Page 2 of 3 r loS- /D —D r 9d'-- / 3 73 AP # PERMIT # Other Reauirements NAME [ ] If Building Setback is 15 to 30 Feet: — Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof.witr,enclosed eaves' - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 1_0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials r Date Signature Page 3 of 3 t PERMIT NUMBER _ B 2912-73P,E r P E � o 4 PERMIT EXPIRES `75 OWNER Harry McKeen 1, CONTR: , owner i. LOCATION (A.P. 57-05-8 n/s Humbug Nimshew Rd. app. 3/8 mi. no. of Skyway, De Salba' t i p< 1 l I, COUNTY OF BU'T'TE Department .of Public Works BUILDING IN -ERECTION RECORD Zoning Setback Forms Foundation Piers & Girders Fireplace Rgh. Plumbing Bond Beam Lath & Plaster Rein. Steel Gas Piping & Test Found. Vents Framing Plmg. Topout Rough Elec. Wtr. Htr. Furnace Kitchen Vent Firewall Garage Vents Sanitation & Water ELECTRIC GAS BUILDING Temporary Temporary Cert. of Occup. Final _ % Final Final DATE REMARKS OR CORRECTIONS ell 'fie- l'�� l� COUNTY OF BUTTE -• DEPARTMENT OF PUBLIC WOR S 7 County Center Drive — Oroville, California 95965l/I/ Tel ephc� e:.534+4541 APPLICATION AND PERMIT Owner n � ✓ Ale- ffjC�d Mailing Address T� % Contractor Mailing Address Telephone No. Building Address Oj N�i0ivl13oC A/ / ley S'%if-iz 0 4? �'�' ,Lgr j1 / N 6 )a:-- IZ A. P. No.>� Z �, t�1` �Zoni in Fd Vt� Sapat Fire Dept. Fire Zone Use Permit EQA I PPlansarking nla �7 Parcel Map 60' R/W Improvements Bldg. ans ec' 3 Parcel Approved Plan pproval NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ Single Family ❑ Duplex ❑ Mobil Home Others ❑ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No. Classification "® I am exempt from the Contractors License Laws of the State of California. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this LON permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X 4LG Date Signature of Oermitee or Agent Receipt No. `e7 7 2y 2 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant _ BUILDING SQ. FT.7 OCC. BUILDING VALUATION Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE 'Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service incl. 1 meter Additional meters, each Sub -panel (12 or less) (more than l2) Range, Cook -top or Oven Water Heater or Space Heater Light fixtures Receps., switches & fix outlets Hood, Ex. Fan or F.A. Furn. Motor Evap. cooler, gar. lisp. or D.W. Air conditioner or heat pump Water pump Mobil Home Facilities Temp. Power Pole Misc. wiring Permit Fee MECHANICAL PERMIT FILING FEE Heating Cooling Ventilation Hood Permit Fee FEE $2.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 $3.00 2.00 FEE .-D TOTAL PERMIT FEE $ ,2SQ This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BLIC WORKS BY Date__ J1/1- %� % 'Ouilding permit expires Date COUNTY OF BUTTE — 'DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT �cN,cacn eauv 0 UI LIIC %,UUIILy UI DULUt LU U11LU1 UPVF1 Vle above-mentioned property for inspection purposes. X Date Signature of ermitee oar Agent Receipt No. Z12 � White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Building permit expires Date Date BUILDING Owner e P SQ. FT. OCC.. BIJILDINP VALUATION Mailing AddressTe L Telephone No. Fireplace Contractor Total Valuation L Mai I i ng Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ .2 Building Address itJ S 1 PLUMBING No.1 @ FEE PERMIT FILING FEE $2.00 J 3Each Trap 1.50 L �j _ n Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 �-.^ A. P. No. —cr Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F C. Saatatio Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking I Parcel Plans Declaration _:L Parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 Bldg. Plans Recd Parcel Approval Plans Approval Permit Fee $ $ (J NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Q 1 rvc, Y e Main service incl. 1 meter h Additional meters, each 1.00 Sub -panel (12 or less).(more than 12) Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 Water er or Space Heater 1 .00 o -p, Light fixtures IF bal%?o Re s., sw6`hes & fixQVT ,VTlets /b201M qCy Cj. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 =vap.coo ler,gar. disp. orD.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring _-PU I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ �cN,cacn eauv 0 UI LIIC %,UUIILy UI DULUt LU U11LU1 UPVF1 Vle above-mentioned property for inspection purposes. X Date Signature of ermitee oar Agent Receipt No. Z12 � White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Building permit expires Date Date 0 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDINGXDIVIN 7 County Center Drive - Oroville, Q,Iliforni� 95965 - Telephone (916) 53PE MIT(Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 065-10-0-0001 ZONING ARMH-3 BLU&INGPERMIT OWNER JACK PARVIN TELEPHONE 873-1051 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 15353 HUMBIG ROAD, MAGALIA 95954 CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 15353 HUMBUG ROAD, MAGALIA Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑XDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other XX Describe Work: ]ETAr ELECTRIC SERVICE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.001 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service i..A oa L SS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( g ) and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BUDS. SO 3.5Q FT. NEW CONST. MULTI -OUTLET NON-RESID. ggANC CI C ITS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BA� @'.50 Ex. Occup. OUTLETS (RESID.FIXED APPLNS. OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (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 forthwith comply with those provisions. X Date ^ :o"' Q_� gg ure of Alicant - ❑Owner ❑ Contractor ❑ Agent An SHA permit Is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43 nn HAZ. D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees ha ` By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 5/6/97 5/6/98 Date Receipt No. riR J t77 WHITE-D.D.S.-B. D. CRNA -ASSESS R IFINK-INSFIECTOR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION = Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued tintil this verificatio is received. 1. I personally plan to provide the: major labor and materials for construction .of the proposed property improvement: YES NO 0 2. I" HAVEN HAVE NOT ❑ signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of thig-work, butI have hired.the following person to coordinate, supervise, and provide the major work:. NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER e O.B.- I OWNE B.- OWNER BUILDER INFORMATION ;r Dear Property Owner: An application for a building permit has keen submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit. in his or her:name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from.the city or. county. They are also. required by law to put their license number on all permits for which they apply. . = If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information -for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs)..is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are - subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, /i! Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This O►vner-Builder Information is required by Section 19830 of the California Health and Safety Code. OVER COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICAVON AND PERMIT ASSESSOR PARCEL NUMBER S. ` 0 O `. O © ZONINGBUILDING PERMIT OWNER TELEPHONE 3- SO. FT. OCC. BUILDING VALUATION OWNERS IUNG ADDRESS 1 53 b CONTRACTOR'S NAME TELEPHONE ' C NTRACTOWS MAILING ADDRESS CONSTRUCTION LENDER - Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS S3 Energy Plan Checking Fee $ $ Rb PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 "OVOR LESS Main Service zo.A OR LESS 23.00 a3. LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO 46.00so CCU000A NEW CONST. DWELLING OCCUP. W:O OR ADDNS. ( 8 ACC. BLDS. 50 3.50FT. NO"O.gEOSID. =OUTLET g7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @' o Ex. Occup. ourLEe.7. RESID.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 1,431 OD MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 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. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE f /�` TOTAL FEE $ c4 Vj aD HAZ. D. FEES IMP I FLOOD I COF PARCEL I PD HD I ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date EXPIRES ON provisions to do work paid. W ReceiptNo. 122MWPERMIT WHITE-D.D.S.-B.D. A A -ASSESSOR 'PINK -INSPECTOR GOLDENROD -APPLICANT Butte County Department of Development Services. e�'rc FRE" IN O T E S 7 County Center Drive, Oroville, CA 95965 (530) 538-7501 vnvw.bupecoilntyneUdds •o°uN�r no re --(w OA'e� r/;, tj •e- �, W :e � c ✓ heti r� , �- 51-w �5 . ► � 5-3 . a � � ®p �"� Ni�i.� I^6Yl�c- 1 `irk �%�C+�✓i a-� addr.�s i,,,,rzkx ✓e�e� �u �� 1��°�' RESIDENTIAL._ APN: Permit No.— _ __ 065-100-001 06-0153 Owner. _ ANDERSON, DAVID 15353 HUMBUG RD, MAGALIA Site Address: ! Cont: OWNER contractor. I CONVERT CABIN TO GUEST Type of Permit: SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: SIGNATURE: = OK MANUFACTURED HOMES MISCELLANEOUS DATE 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 5 Elec Loctn-Cirncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat O or LPO Inch Sz . Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers -Breakers -CIrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs O Foundation O 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE ID E C K S -C O V E R S`C A R P O R T S `G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnrictrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls °'o ° °�• ° DATE IPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7. Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bones-Enclsrs=pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 1.2 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide 0c °'� o`s Pool Drawing OK Not OK RESIDENTIAL (Single & Duplex) DATE UNDERFLOOR DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Opth 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 flr-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 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test Ise 11 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE IMECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 61 AC Ducts Insultn & Support _ 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16. Insulation 64 Furnace -Vent Acc-Comb Air RtrnfVent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic c Owe o 8 \mac DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & flr 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-flr-Ducts-Mech 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-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Cimc 72 Elec Trim & Subpnl, Breaker Sts & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clmc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clmc 30 Ext Doors -One T -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-Fndtn 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 Loon 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 Insulin -Walls -Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 CImc Drnge Planters ❑ Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-CImc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clmc4ns 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 lnspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 46 2 Appinc Cirrs in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert4)ther Certs 47 Subfeed Wire Sz ga ❑ CU or ❑AL 98 Address Posted AC Wire Sz ga ❑ CU or ❑ AL 99 Fire Sprinkler 48 Range Circ ga ❑CU or DAL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑ Yes ❑ No oma' 411 4* 41s 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 065-100-001 PERMIT#97-0929 t 15353 Humbug Rd.,`.�Magalia +` �r Retag Ele Ser/SF ,. '°, „. ..- .., � ,� y • .gin ' 'At t < 4 I ' t r ,3 i 1 • „ �'. t t r 4 I • f - it .. t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538 - (Rev. 12/96) APPLICATION AND PERMIT. "I'll ON "REV Ap LJCV"L Ma ii - ZA�NO-U 1 BUIIfDINGPERMIT OWNER JACK PARVIN TEL8 NE 1Q51 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS r) 15353 HU114BIG ROAD, MAGALIA 95954 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER PERMIT FEE $ ELECTRICAL PERMIT Fireplace Main Service e00V OR LESS zoo. OR LEss LENDER'S MAILING ADDRESS Total Valuation $ 200A TO 1000A 46.00 ARCHITECT OR ENGINEER LICENSE N0. Filin Fee $ . ACC. B.S. Permit Fee $ _ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 5333 HUMBUG ROAD, 14AGALIA Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee USEOFSTRUCTURE SF ❑XDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ;CI; Describe Work: Ri?'1'Af, R1,FrT tT�. SFRVTrT? Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: y t 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 licensedlcontractors to construct the project. '` ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor'"Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier ti Polity Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) t❑ 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 " I should beco t to the workers compensation provisions of section 3700 of t, 'a" ""i forthwith comply with those pr; visions. Signature of Applicant - ❑ Owner ❑ G An OSHA permit is requirad for excavatir. of structures over 3 stories in height. �\ Receipt No. t "WHITE-D.D.S.-B.C.- CANARY -ASSESS - 20.00 20.00 POWER APPARATUS b SINGLE OUTLET CIR. PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service e00V OR LESS zoo. OR LEss 23.0073-00 Main Service ( 200A TO 1000A 46.00 NEW CONST. ( DWELLING OCCUR 3 5�S0. OR ADDNS. . ACC. B.S. FT. NEW CONST. NON-RESID. MULTI.OUTLET aceucu cmc 7 50 POWER APPARATUS b SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00 BAL @ .50 EX. -CCU FIXED.A UNS. OR Occup. ourLErs PRE.. 6.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 436Ou MECHANICAL PERMIT Filing Fee 20.00 Heating Hood 6.50 1I Ventilation Mobile Home Installation Fee $ Energy Inspection Fee $ ,DCC CONST. TYPE TOTAL FEE $ !a'i (1[l HAZ. I D. FEES I IMP I FLOOD I CDF I PARCEL I PD I HD ISSUE This permit is hereby issued under the applicable provisions 1iiiN Code and/or Resolutions to do work which feeshavebeen paid. y�- Date 5/6/97 r 5/3/98 -- 11 $1TE PLAN ----------------- :-----7 �. •--- •.-..................._. _ .. _ __ __.__.,-.._............. -• - . . . .......... .... ...:.................. ..................._.._.............__..__........-:...._.._. :.. ............. x ..... x :. _ Y 1: I .. y ':✓' .,,. — .�... .. _ 7 ............. .. .. __ .. .. ... ......................... .. .................... ... _. .- ._ .. _ ..................... f D 7 q� 1 /�,� .. ve <...... ."� :.....:...................._:.._.....................:......:_................ .. ._ .. .. 'J<Afl•1" .. ...................... .. .. .. ....................... .................................. y r: r a. . — . 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