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047-320-070
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 45 FELICIDAD LN Owner: Permit NO: B08-1658 APN: 047-320-070. JENSEN, FRANK Issued Date: 09/16/2008 By TMP Permit type: MISCELLANEOUS 45 FELICIDAD LN Subtype: Pool House Enclosed CHICO, CA 95973 Expiration Date: 09/16/2009 Description: POOL HOUSE(600) (530) 345-7500 Occupancy: Zoning: Contractor Applicant: Square Footage: STEVE HUGHES GENERAL CONTRACTO STEVE HUGHES GENERAL C Building Garage Remdl/Addn 785 HILL VIEW WAY 785 HILL VIEW WAY CHICO, CA 95925-4019 CHICO, CA 95925-4019 (530) 894-3407 (530) 894-3407 Other Porch/Patio Total FEE INFORMATION DBEH Building Review Fee $78.90 DBFIRE Fire Inspection (SRA) $107.00 DBFIRE Fire Inspection (SRA) $107.00 DBFIRE SRA Fire Plan Review (S $107.00 DBMSC Pool House Enclosed $561.81 DBMSC Pool House Enclosed $374.54 DBOMSC Fire Safe Standards Rev $118.98 Total Charged: $1,459.13 Fees Paid: $1,459.13 DBSMIP Residential $3.90 Balance Due: $0.00 Receipt No: B8593 LICENSE_ D CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contrac ors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractors License STEVE HUGHES G CC 39540 / 11/30/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM U AL am licensed under provisions of Chapter 9 �OFP61thatl (commencing with c ' 0Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force an of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 09/16/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contract s i tU Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: . Policy Number: Exp. Date: (This section nee n , competed if the permit is or onehundred dollars ($100) or less. ❑ IAM EXEMPT under Section B. 8 P.C. for this reason: T TI HE PERFORMAN WORK FOR WHICH THIS PERMIT IS SUED, I all n employ y Pers n a anner so as to become subject to the Workers' kmpERTIFY end mpe lion s of from' e that if I should become subject to the workers' . X 09/16/2008 satio vi s of ction 0 of the Labor Code, I shall forthwith comply with those Owner's Signature Date Prov ions. X 09/16/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building SignW9 Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, inclu 'ng death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS 5100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issu of this permit. I eby acknowledge that issuance of this permit does not authorize the ATTORNEY'S FEES. use o an of an ewalk, street, or subsidewalk. I hereby authorize representatives of Butte Co t r the a mentioned property for inspection purposes. I hereby certify that I am the o uthorized to act on the property Owners behalf. 09/16/2008 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Fftnjttee [SIGN] Print Date - 'he performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner 11 Contractor OR Agent for Owner ❑Agent for Contractor FILE COPY Lenders Address City State 7771 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 AA o FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds IIIN PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public Records Act. All related to this application is subject to public inspection and will be posted on the County's website for electronic access. APPLICANT INFORMATION OWNER INFORMATION Last Nam city F' Nam Mailing Address l crty E-mail Stale.ex Lpe-. '> + �G Fax k -ma 'G Ph ne . ,ZS�O Fax E- ail APPLICANT INFORMATION C NTRACTOR Name city Address Lt,w City city E-mail P ne Z Fax k -ma •w Lic. # State License Number Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name city State Address N �. O aAf ti city E-mail State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address city State Zip Phone Fax E-mail PERMIT NO. BIN # PROJECT LOCATION AP# "Ll _,32(�— p Property Address (c`'Q„ city 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 �J O �� Address DESCRIPTION OR SCOPE OF WORK: c� C>e— Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use on Zoning Flood Zone SRA I Yes I No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds www.buttegeneralplan.net EXPEDITED PLAN REVIEW REQUEST SITE ADDRESS: PERMIT NO: 13h& b 5a TYPE OF WORK: SITE APN:� 14 Residential ❑ New ❑ Alteration ❑ Addition Misc. Structural ❑ Non - Residential ❑ New ❑ Alteration ❑ Addition ❑ Misc. Structural I hereby request that the Building Division plan review for this project be expedited using overtime, including recheck, provided that staff is available and the workload allows time to fulfill this request. This does not include processing through other departments such as Planning, Environmental Health, Public Works, California Division of Forestry, Ag Commissioner, etc. I understand that in addition to the normal plan check fee, an overtime fee will be charged and collected prior to permit issuance. The additional fee will be calculated at 1.5 x the current Building Division hourly rate x the hours spent. The applicant listed below will be notified if this request can be honored. I also understand that this is a request, and not a guarantee that my project will be expedited, and that this program is voluntary and based upon availability of plan review staff. 's Signature Ole Telephone ,297 Approved O Not Approved Signature of Building Department Official e? / Date lL Date CADocuments and Settings\pstockton\Local SettingMemporary Internet Files\OLKWExpedited Plan Review Rev'd 9-21-07.doc Butte' County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds "PERMIT APPLICATION DATA SHEET" Reference Number: B08-1658 Date: 08/14/2008 Location: 45 FELICIDAD LN Parcel Number: 047-320-070 Owner Name: JENSEN, FRANK Description: POOL HOUSE(600) By: AAM Sub Type: Pool House Enclosed Phone: (530) 345-7500 The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No SEWER DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ El Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 Other: Other: "When filed, this application and all si information related to this application is access. Xecomes subject to the California Public Records Act. All public nspection and will be posted on the County's website for electronic Signature of Applicant: ( f — Date: 08/14/2008 FILE SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 ❑ El Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: "When filed, this application and all si information related to this application is access. Xecomes subject to the California Public Records Act. All public nspection and will be posted on the County's website for electronic Signature of Applicant: ( f — Date: 08/14/2008 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 0 0 0 0 O tics National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-1658 Location: 45 FELICIDAD LN Parcel Number: 047-320-070 Owner Name: JENSEN, FRANK Description: POOL HOUSE(600) Date: 08/14/2008 By: AAM Sub Type: Pool House Enclosed Phone: (530)345-7500 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of ifornia Regional Water Quality Control Board for this project that disturbes one acre or more of land may re,§grt I 'vocation of grading and/or other permits or other santion . provided by law. Signed: Title: FILE Date: 08/14/2008 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B08-1658 Job Address: 45 FELICIDAD LN Contractor: STEVE HUGHES GENERAL CONTRACTO 785 HILL VIEW WAY CHICO, CA 95925-4019 Printed: 08/14/2008 2:38 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010( $78.90 08/14/2008 $78.90 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010( $107.00 08/14/2008 $107.00 0100-450001-4617240-1010( $107.00 DBOMSC Fire Safe Standards Rev 0010-440001-4210501-1010( $118.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010( $107.00 08/14/2008 $107.00 DBMSC Pool House Enclosed 0010-440001-4210500-1010( $374.54 08/14/2008 $374.54 0010-440001-4210500-1010( $561.81 DBSMIP Residential 1001-0-280-1011298 $3.90 19459.13 $667.44 Printed By: Alice Mefford Balance Due: $791.69 At the time of per it a §C' w s advised the above fees are required prior to issuance of the permit. These f s ma 'ng the plan checking process. Signature: Date: 08/14/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). California Department of Forestry and Fire Protection Butte County Fire Department Reference Number: B08-1658 Location: 45 FELICIDAD LN Parcel Number: Owner Name 047-320-070 JENSEN, FRANK Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Date: 08/14/2008 By: AAM Sub Type: Pool House Enclosed Phone: (530) 345-7500 Description: POOL HOUSE(600) To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6226, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. 11�) I/ ^ I have read and understand the above pre -inspection re( 08/14/2008 Date Rev'd 5/7/07 All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://butterire.org/Fireprevention/protl)lan/i)rotplan.html FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-1658 Location: 45 FELICIDAD LN Parcel Number: Owner Name: 047-320-070 JENSEN, POOL Signature of Applicant: FILE Date: 08/14/2008 Phone: (530) 345-7500 Date: 08/14/2008 Aug 17 08 04:52p Steve Hughes, General Contractor 785 Hitt View way Chico. Ca ifoxnia 95926 (530) 518.3092 CA Licem No. 395404 Aupst 17,2M ! IteSarduW. Plan check BOS-109 45 Feliicidad 11 Mae. Cdico, Cwffornia APN 047-320470 The purpose of this letter is to confirm in writing Ost Y have ievkwed the tress Co." tions smbnodttedjjgr the above captioned Plan dash, and find they match the bnildbm design. Steve HU90kes 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 PLAN CHANGE 1�' RECHECK ❑ Owner's Name:4 AP#: Oq7 '290' o*_7a BP#: (3D0 -1 (e__q6 Received By: Date: I t Z z Oo c Time: -I— L 12)i5;z> Contact Person & Phone Number: -t.0 �u al d(?� C e�e� � ( 6-;�5yej Z - PURPOSE OF PLAN CHANGE OR RECHECK A r? D i-rcD/yA--i__ w 6ya-_ T D ,t!(Response to Inspector's Correction Notice - Inspector's Name: O Response to Plan Check Letter - Plans Examiner's Name: *Submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. WHEN APPROVED: ❑ Mail to Call CITOUR "(fe' 45 (6.- -�Dq -e-, and hold for pick-up. Deliver with Next Inspection ( for 8 Y2 X 11 only) Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: Minimum $i -B-. 98- p ai d.41 q y2�hr 'Qat Additional Fee Amount:'I>r�Cqf�L-{=�1 . Receipt #: Revised 2/08 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 45 FELICIDAD LN Owner: Permit No: B07-1935 APN: 047-320-070 JENSEN, FRANK Issued Date: 09/12/2007 By TMP Permit type: MISCELLANEOUS 45 FELICIDAD LN Subtype: Gas Reconnect CHICO, CA 95973 Expiration Date: 09/11/2008 Description: GAS LINE EXTENSION Occupancy: Zoning: Contractor Applicant: Square Footage: STEVE HUGHES GENERAL CONTRACTO STEVE HUGHES GENERAL C Building Garage RemdUAddn 247 WEST LINCOLN AVENUE 247 WEST LINCOLN AVENUI CHICO, CA 95926 CHICO, CA 95926 Other Porch/Patio Total (530) 894-3407 (530) 894-3407 FEE INFORMATION DBP Gas System (enter outlets) $58.00 Total Charged: $58.00 Fees Paid: $58.00 Balance Due: $0.00 Receipt No: B4593 LICENSED ONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License STEVE HUG NE CC 395404 / B / 11/30/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed RM D • RY that I am licensed under provisions of Chapter 9 000) of Di ' ' of the Business and Professions Code, and my licensepursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) /HEREBBY I. 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 09/12/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Contr rs 'gnature Date Please check one of the following: ❑ 1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section nee not be completed if the permit is for or on�llars ($100) or less. ❑ IAM EXEMPT under Section B. 8 P.C. for this reason: I CERTIFY THAT IN TH FORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shot e y any person in any manner so as to become subject to the Workers' Compen 09/12/2007 0 la nia, a that if I should become subject to the workers' X mp ati i of S ' n3 of the Labor Code, I shall forthwith comply with those Owners Signature Date p ion . 09/12/2007 I hereby certify that I have read this application and stale that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building ig fe Date W RNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, in ng deaf d property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( 1 the is a of . permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND us r y of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. above mentioned property for inspection purposes. I hereby certify that I am the 0 r or am author' d to act on the p pert o nets behalf. CONSTRUCTION LENDING AGENCY 09/12/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agent N of lttee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR. ElAgent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip r' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER /NFORMAT/ N Last as First Name Maili g ddre City St I A ZiEr I Z` Phone — �� Fax E-mail APPLICANT INFORMATION ONTRACTOR Name �� City Addressma;W7F L WL City State Zip Phone Fax E-mail State License Number Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X PERMIT NO. BIN # Flo �O PROJECT LOCATION AP# D r r e�6e -g_ Property Addres �_J City 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 Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previoys use): For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. LLA ��O -DO �� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 45 FELICIDAD LN Owner: Permit NO: B07-1961 APN: 047-320-070 JENSEN, FRANK Issued Date: 09/26/2007 By KCG Permit type: MISCELLANEOUS 45 FELICIDAD LN Subtype: Private Garage/Shop CHICO, CA 95973 Expiration Date: 09/25/2008 Description: DETACHED GARAGE (1373) Occupancy: Zoning: Contractor Applicant: Square Footage: STEVE HUGHES GENERAL CONTRACT STEVE HUGHES GENERAL C Building Garage RemdUAddn 247 WEST LINCOLN AVENUE 247 WEST LINCOLN AVENUI 1,373 CHICO, CA 95926 CHICO, CA 95926 Other Porch/Patio Total (530) 894-3407 (530) 894-3407 1,373 FEE INFORMATION DBEH Building Review Fee $75.70 DBSMIP Residential $3.30 DBF Garage -Wood Frame Plan Che $303.55 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage/Shop/Strge Wood F $455.32 DBOMSCF Fire Safe Standards Re $115.98 Total Charged: $1,435.92 Fees Paid: $1,435.92 DBOMSCF Supplemental Plan Chec $173.97 Balance Due: $0.00 Receipt No: B4780 LICENSfip CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Nam State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License STEVE H U ERAL CC 395404 / B / 11/30/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY FI TY OF PERJURY that I am licensed under provisions of Chapter 9 (comma ecti 7 of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in fu or a 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 09/26/ 07 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ontracto s Signature Date 117 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 Contractofs License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section ne n e completed if the permit is or one hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: CERTIFY AT NTH ERFOR CE OF THE WORK FOR WHICH THIS PERMIT IS kers' SUED, shall t e toy any p on in ny manner so as to become subject to the Wor411-1orn a atio nd ee that if I should become subject to the workers'X 09/26/2007 comp alr r isions of io 00 of the Labor Code, I shall forthwith comply with those Owner's Signature Date prov ions X 09/26/2007 I hereby certify that I have read this application and state that the above information is cones. I agree to comply w' all City and County ordinances, rules, regulations, and Slate laws relating to building Sig 're Date WARNING: FAILURE TO SECUR WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, constru , and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte ty, its officers gents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE inju , i ludin eat nd property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, th is ce th' rmit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND e a f any sidewalk, street, or subsidewatk. I hereby authorize representatives of Butte ATTORNEY'S FEES. e e ova mentioned property for in action purposes. I hereby certify that I am the e o r out to aro efs behalf. CONSTRUCTION LENDING AGENCY '� % 09/26/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency a Of ittee [ IGN] P int Date the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR; Agent for Owner ❑Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE RE_OUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Na Fi a ;M Mailing Ad ress t -z-( CE City C� t Gb Sew— w—Phone W _ L lu 15 , , 1 Phone Fax E-mail APPLICANT SIGNATURE X PERMIT NO. 0-101 BIN"A-1 PROJECT LOCATION AP# SQ- 020 Property Address Guu C.rN ; Cv 'c a 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 ©.ig f Address DESCRIPTION OR SCOPE OF WORK: A T) 1 / Sq FT- Living G r e Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: CONTRACTOR Name C37EU'e"(k5l Address Address W _ L lu 15 , , 1 City State S ZipqeX2 Phone 7 Fax E-mail State License Number Lic. # y Class APPLICANT SIGNATURE X PERMIT NO. 0-101 BIN"A-1 PROJECT LOCATION AP# SQ- 020 Property Address Guu C.rN ; Cv 'c a 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 ©.ig f Address DESCRIPTION OR SCOPE OF WORK: A T) 1 / Sq FT- Living G r e Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: ARCHITECT/ENGINEER Name � D Address zq-T w L IA - j Q uL1J City "` State Zip Phone f`1'�" ,� Fax E-mail State License Number APPLICANT SIGNATURE X PERMIT NO. 0-101 BIN"A-1 PROJECT LOCATION AP# SQ- 020 Property Address Guu C.rN ; Cv 'c a 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 ©.ig f Address DESCRIPTION OR SCOPE OF WORK: A T) 1 / Sq FT- Living G r e Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: APPLICANT INFORMATION Name S. Address zq-T w L IA - j Q uL1J CityCq- "` Stat Zip ; `Z Phone f`1'�" ,� Fax E-mail APPLICANT SIGNATURE X PERMIT NO. 0-101 BIN"A-1 PROJECT LOCATION AP# SQ- 020 Property Address Guu C.rN ; Cv 'c a 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 ©.ig f Address DESCRIPTION OR SCOPE OF WORK: A T) 1 / Sq FT- Living G r e Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning _ Flood Zone SRA Yes No Occ. Type Const. ., BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1961 Job Address: 45 FELICIDAD LN Contractor: STEVE HUGHES GENERAL CONTRACT 247 WEST LINCOLN AVENUE CHICO, CA 95926 Printed: 09/14/2007 9:21 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 09/14/2007 $75.70 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $102.70 0100-450001-4617240-1010 $102.70 09/14/2007 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 09/14/2007 $102.70 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-1010 $455.32 DBF Garage -Wood Frame Plan Che 0010-440001-4210500-1010 $303.55 09/14/2007 $303.55 DBSMIP Residential 1001-0-280-1011298 $3.30 19261.95 $584.65 Printed By: Kourtni Graham Balance Due: $677.30 At the time of pe it i'N io W advised the above fees are required prior to issuance of the permit. These es n du ' e plan checking process. Signature: J Date: 09/14/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1961 Date: 09/14/2007 Location: 45 FELICIDAD LN Parcel Number: 047-320-070 Owner Name: JENSEN, FRANK //`'_✓L-- Phone: Fi Description: DETACHED GARAG Signature of Property Owner: ILE Date: 09/14/2007 Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment (LESS THAN 1 ACRE 1 Reference Number: B07-1961 Location: 45 FELICIDAD LN Parcel Number: 047-320-070 Owner Name: JENSEN, FRANK Description: DETACHED GARAGE (1373) Date: 09/14/2007 By: KCG Sub Type: Private Garage/Shop Phone: By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result *revocation of grading and/or other permits or other santions provided by law. Signed Title: FILE Date: 09/14/2007 California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau Reference Number: B07-1961 Location: 45 FELICIDAD LN Parcel Number: 047-320-070 Owner Name: JENSEN, FRANK 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Date: 09/14/2007 By: KCG Sub Type: Private Garage/Shop Phone: Description: DETACHED GARAGE (1373) To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required r et the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 09/14/2007 Date Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/t)rotulan/protDIan.html Rev'd 5/7/07 FILE r 4 (III'II Ill I IIIA I III "II'� IIII � I'II AND WHEN REC4:RD*MAIL TO: BUTTE COUNTY BUILDING DMSION Recorded I KC FEE 13.00 7 COUNTY CENTER DRIVE Official Records I OROVILLE, CA 95965 County of I COPIES 3.00 Butte I CANDACE J. GRDBBS I County Clerk-Recorderl I I CW 011:07AM 20 -Dec -2006 1 Page 1 of s AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject'to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: �- egl a'7 7' c`".4 `/ Date_I Z 1 Yj -Z&9Xp PROPERTY OWNERS: State of California County of co On before me,- JiNlvli (-w MaL411 r V)O}'Ltvu personally appeared- �r` qM c S personally known to me (or proved to me on the basis o�'satisfactory evidence) to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. `/ �/� JE Seal: Signature_ /Lj �l// Seal: �m�# 130 A.P. # 0qJ- 320-065 � mac, W'MvC0nwn.Expkw0ct27.2w4 INotay Pum+c - caNtarda t Butte couMv Exhibit "A" Title Order Number: File Number: Real property in the unincorporated area of the County of Butte, State of California, described as follows: ALL THAT PORTION OF PARCEL 1 AND 2 AS THEY ARE SHOWN ON THE PARCEL MAP FILED IN BOOK 167 OF PARCEL MAPS, PAGES 4 THRU 6, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT A 3/4" IRON PIPE MARKING THE SOUTHWEST CORNER OF SAID PARCEL 2; THENCE ALONG THE WESTERLY BOUNDARY OF PARCEL 2, NORTH 37 DEG. 42' 36" WEST, 255.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE WESTERLY BOUNDARY OF PARCEL 2, NORTH 37 DEG. 42' 36" WEST, 342.54 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY OF KEEFER ROAD; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY, NORTH 71 DEG. 13'26" EAST, 200.06 FEET TO A 3/4" IRON PIPE TAGGED "RCE 22972"; THENCE LEAVING SAID SOUTHERLY RIGHT OF WAY, SOUTH 29 DEG. 47' 19" EAST, 103.14 FEET TO A 5/8" REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "LS 5712"; THENCE NORTH 71 DEG. 13' 26" EAST, 117.16 FEET TO A 5/8" REBAR WITH 1- 1/2" ALUMINUM CAP STAMPED "LS 5712"; THENCE SOUTH 29 DEG. 47' 19" EAST, 219.40 FEET TO A 5/8" REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "LS 5712"; THENCE SOUTH 69 DEG. 38' 15" WEST, 236.36 FEET TO A 5/8" REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "LS 5712"; THENCE CONTINUING SOUTH 69 DEG. 38' 15" WEST, A DISTANCE OF 31.43 FEET TO THE TRUE POINT OF BEGINNING. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE EAST LINE OF PARCELS, 1 AND 2 SHOWN AS NORTH 29 DEG. 47' 19" WEST IN BOOK 167 OF PARCEL MAPS, PAGE 5. t RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, ROAD AND PUBLIC UTILITY PURPOSES OVER FELICIDAD LANE, AS SHOWN ON SAID MAP, EXCEPTING THEREFROM THAT PORTION OF LAND DESCRIBED IN QUITCLAIM DEED - EASEMENT ABANDONMENT RECORDED DECEMBER 1, 2006, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2006-63215, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ALL THAT PORTION OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 167 OF MAPS, AT PAGE(S) 4, 5, AND 6, DESCRIBED AS FOLLOWS: COMMENCING AT A 3/4" IRON PIPE MARKING THE SOUTHWEST CORNER OF SAID PARCEL 2; THENCE ALONG THE WESTERLY BOUNDARY OF PARCEL 2, NORTH 37 DEG. 42' 36" WEST 413.22 FEET TO A POINT; THENCE NORTH 71 DEG. 13'26" EAST, 63.43 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 37 DEG. 42' 36" WEST, 63.44 FEET TO A POINT; THENCE NORTH 71 DEG. 13' 26" EAST, 119.57 FEET TO A POINT ON THE WESTERLY BOUNDARY OF PARCEL 1; THENCE ALONG THE WESTERLY BOUNDARY OF PARCEL 1 SOUTH 29 DEG. 47' 19" EAST, 61.13 FEET TO A POINT; THENCE SOUTH 71 DEG. 13'26" WEST, A DISTANCE OF 110.66 FEET TO THE TRUE POINT OF BEGINNING. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE EAST LINE OF PARCELS 1 AND 2 SHOWN AS NORTH 29 DEG. 47' 19" WEST IN BOOK 167 OF PARCEL MAPS, PAGE 5. THE ABOVE �DES� RIBED PARCEL 1S PLAUANT TO A LOT LINE ADJUSTMENT APPROVED BY THE COUNTY OF BUTTE, BY DEED RECORDED DECEMBER 12, 2006 UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2006-64936. APN: 047-320-065 (PORTION) and 047-320-066-000 (PORTION) NOTES RESIDENTIAL rPERMIT NO. _; , 047-?20�1��6 y 04-2482 t, + HUGBES, { rG• ; .��_ FE-LiCIDAD, CHICO '.Cont: OWNER ��/ �� r► � NEW SINGLE 1-A1VIILY (9 i SPECIAL CONDITIONS 1. r CHECKED ABY. SRA FLOOD CERTIFICATE REQ. F yti FIRE SPRINKLERS REQ, a SPECIAL INSPECTION ITEMS ' VERIFY USE PERMIT CONDITIONS ' SUB -STANDARD HOUSING LETTER 7' V �L} OFFICE�COPY - wAddress f` GAS / rt 17, Meter By Date EL•ECTRI t Meter By—Da� 7 r r z,. C , JOB FINALED (Date) Signature O_A � , � Q��-4�'`� F COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 . CORRECTION NOTICE NuC, t+t s may- ayga OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte C inances exist at the above address and should be corrected. Please call for re-' pection when correction of work is completed. If you have any questions pertainingthis matter, or need additional explanation, please contact the Building Inspector as indi ed below. ?A � cOF ! M C-CT/C ^/ - E f C l fA r A Date 77 .'K Inspector )EA "r n aw;�� REV 4/05 Phone # (o ci 7 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA e (530) 538-7541 CORRECTION NOTICE v s s- Z�r �z OWNER PERMIT NO. A routine inspection indicates that the following violatiorTsof Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of rIi work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. jAe i A 4*1 C; Date Inspector REV 4/05 Phone FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Date ( Inspector REV 10/92 COUNTY OF BUTTE r' 3 BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet • Chico, CA • (530) 891-2751 ' 7 County Center Drive • Oroville, CA • (530)538=7641 '. CORRECTION NOTICE w } OW,dER'j PERMIT NO.- A routine inspection indicates that the following violations of butte county Ordinances. exist at the `- above address and should be corrected. Please notice this office when correction of, Work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately.' Lp a t.., o r' is Z a.� k/ �5I P S4�01 � c� l c. VVkAj— CS2-n� 15 o- t;f x. Date ( Inspector REV 10/92 ' COUNTY OF BUTTE j BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891=2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. y T S A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i• I ��w,�Gl�GI/1G27ioi� I ?j C7L 12d _ 0- /0-6) Y Date REV 10/92 Inspector 411 ' 9 h t� i Date REV 10/92 Inspector COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspectio indicates that the following violations of butte county Ordinances exist at the above address nd should be corrected. Please notice this office when correction of work is completed/If you have any questions pertaining to this matter, or need additional explanation, please c fitact this office immediately. 11-- ry t•�? 3 aha J � � 1 �� „� ✓� � c. � w �. � c 1 � n 45 , r�br C- O N% - Date Inspector • ..,. REV 10/92 Fr � " a1ti.ai`Y.�y�r.-.�d'CK..4i.�'+.�^�'yS`.nd'bs.-+a^t�.`5r' w,Y`.'.y�„F(c�..y,lk/�w.abrsFl..+r+re•4.'✓.^y"�..►�a.r,:ryk�,.:•y�,:,.�„f;�+ }._._, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street Cchico, CA • (530) 891-2751 7 County Center DriJe'l Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNETi PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. ;Please notice this office when correction of work is completed. If you have any questions pertaining -to this matter, or need additional explanation, please contact this office immediately. 1 i f ' //- -i/,- O74 is . A Date LO K Inspector REV 10/92 , b N COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES . 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-.7541 CORRECTION NOTICE 7L(t L PERMIT NO. A routlne inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, REV 10/92 COUNTY OFBUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER V PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Dlease contact this office immediatelv. r r1 Date f Inspector �k� REV 10/92 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042482 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: 09/27/2004 APN: 047-320-062-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 45 FELICIDAD LN CHI Date: Contractor: Map Index: Description: NSF(3505)GAR(1448)COV (515) OWNER43UILDER DECLARATION 1 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: ROBERTS FAMILY TRUST permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a ROBERTS PHILIP A & ROBERTA TRUSTEES signed statement that he or she is licensed pursuant to the provisions of 550 W LASSEN AVE the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA 95926 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: STEVE HUGHES Code: The Contractors' State 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, 40 FELICIDAD LANE provided that such improvements are not intended or offered for CHICO, CA 95973 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of (530) 518-3092 proving that he or she did not build or improve for the purpose of sale.): O 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 Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such pr 'is with contractor(s) licensed pursuant to the Contractors' at Lice Law.). ❑ I arg under Arti e 3 usi d P fessions Code �Exempt `�� Date: n License #: WORKERS' C00PENSATION 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 Architect: is issued' Engineer: ❑ 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: Total Square Ft: 5468 S.F. Valuation: $270,817.00 Census Code: Policy #: 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 mpl those provisions. Date: Applica - 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 4-,c)64-7 7 compensation, damages as provided for in Section 3706 of the Labor ¢f2�O39 3I ��• R r'o �i �171Oy code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This perm' 's hereby issued under the applicable provisions of the Bntte County Cods anrvor I hereby affirm that there is a construction lending agency for the Resolutions o do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) 4. Cq - i� - 0,+ Name: By: Date: PERIVLIT412IRES ON: R • -1 • O S Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the ch dul cons ction 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 o er rt dull thorized a h ner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the subst c of y or um utte County. I hereby authorize representatives of Butt County to enter upon the above mentioned property for inspection rp s t Print Name: Signa re: Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor 6 Fire Prevention Bureau Butte County Fire Rescue White Copy - Business 176 Nelson Avenue California Department of Forestry Yellow Copy — Occupancy File Oroville, CA 95965 and Fire Protection Pink Copy — St 'on File Telephone 530-538-7888 Facility Inspection Report Occ. Class. Fax 530-538-2105 /d0 13. Address: /f Business Name: Sprinkler system: Service required, defective Owne0vianager: Bus: Hm: Fax: Assistant Manager: Bus: Hm: Building Owner. G Bus: Hm: Address: Knox Box keys 17. AN TNCpVrgrl[ 1N nF Vnl[Ti2 FArIFF.ITV RF.VFAI.F.n TRF. FOIIJ,OWiNG: 1. Fire Extinguishers: Required, service due 10. Exit(s) obstructed, inadequate 2. Extension cords: Excess use, defective 11. Exit sign(s) required, illumination 3. Excessive rubbish, trash, debris 12. Exit sign lights need replacing 4. Fire alarm system defective 13. Exit lighting: Required, defective 5. Sprinkler system: Service required, defective 1 14. Smoke detectors: Required, defective 6. Kitchen hood extinguishing system service due 15. Wiring: Exposed, damaged connectors, etc. 7. Fire walls, ceilings, fire doors, draft stops 16. Heating system: Defective appliance, flue combustibles 8. Knox Box keys 17. Address post and visible from road 9. Fire Drill Witnessed Yes ❑ No ❑ 18. Other f DETAILED EXPLANATION AND CORRECTIONS: / CORRECTED: Date: Discussed with: (Print) Signed: p i Office Battalion 1 2 35 6 7 Station: FP FIRE PREVENTION SAVES LIVES, PROPERTY, AND BUSINESS. -'YOUR COOPERATION WITH CORRECTING THE ABOVE LISTED ITEMS IS APPRECIATED. RE -INSPECTION DATE: J=, OKE �'*__- D = Nol'OK . = otReaBYable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 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 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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 -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 2: X Main; Soils-Elec. &rnd.-/ /" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth -4r 4g., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 6ol2ternwalls, Main; Steel-Blockouts-Wrapped i 6V FlAd Downs and Special Anchors 8. Fers-Fire lace Ftg.-Steel 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 DataU i UtCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 14!VV ter Htr.; Vent -Access -Combustion Air Baffle `t 1 ter Pipe; Test & Anchor -Nail Protection 1 .V; Test Fittings & Anchor -Nail Protection J1 O Shower Pan; Test, First Floor -Tub Access 2L Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & AnchgAs 93- Fire Sprinkler; Test DWI'?, I 7 , Zl4 Card B -j Date Card B-1 Dat Card B-1 Date Card B-1 Date ELEC RICAL (Permit) OK except #'s 2 . xture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors i Boxes & No. of Conductors Stapled if 1 t omex Installed Close to Edge of Studs & C.J ip. Ground made up w/Mech Fasteners -Bo ter 29,.0-2 Ap liance Circuit in Kitchen§,Cggductor Sij� GEL SwbTeed Wire Si Cu o A .0 Wire Siz u r Al Insulated NLutrar WYes ❑ No — 3Z/Service-Riser Conductors & Ground Main Disconnect 33 ui . Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light Smoke Detector Date R 10' Wd B-1( Date Card B-1 Date Card B-1 Date Card B-1 Date MEC NICAL (Permit) OK except #'s ef. Ducts Insulation & Support 3 Ytnt Fan, Exhaust above insulation ndensate Drain & Overflow, Size & Grade F rnace en' ccess-Comb. Ait-Return Air Vent 115 Outlet Attic Access & P orm if Furnace in Attic Date 10 r and B-1' . Date Card B-1 Date Card B-1 Date Card B-1 Date FRA NG (Permit) OK except #'s Is Proper Materials & Anchors Was Studs -Nailing Spacing & Braces -Plates -Sound aring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing; Date FRA NG (Continued) H n ers-Post Caps -Anchors -Connectors ling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. jr'eplace Ties or Type A Flue -Fireplace Throat Clearance A is Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions 2. Garage Fire Protection Framing -RC Channel r perty Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits &&--Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 50�PlywoqOon Roof Overhang -Attic Vents -Rafter Outriggers Si ' g -Nailing Veneer Q44ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic �t o 6Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels Ig.//f . ssulation-Walls-Ceilings Infiltration -Walls-Wi ndows Dat , (C) . Card B-17 _ Date Card B_-1 Date Card B-1' Date Card B-1 Date FINAL s) OK except #'s Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth xt. Steps -Door & Sidelight Protection -Landings Clearance Looked under Floor ❑ Yes ke Detector Fol! Instld./Drive D Yes O No/Walks O Yes ❑ No/Planters O Yes ❑ No Furnace Vents -clearance -Comb, Air-Connector- Jp.Erarage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting C. Unit Disconnect, Electrical -Plumbing nth Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails Water Well, Disconnect, Electrical, Plumbing fireplaceor Stove, Clearance -Hearth 7 tlets at Wood Panel, Int. & Ext. ixt. & Appliance; Ground -Air -Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter TT—Garage Fire Door; Swing -Landing -Closure 76. A.qDuct in Garage -Damper 7 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 7 b.; Elec. & Mech. Equip. Listed for Location 7 lec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Fol! Instld./Drive D Yes O No/Walks O Yes ❑ No/Planters O Yes ❑ No 81—_StuEo Brown -Finish C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 8 xterior EI c. Trim, G.F.I. Receptacle -Underground 8 I on Throughout House ass Pr tection aks�__ions from Previous Inspections Test -Meters Tagged, Gas -Electric 93. Water &>ewer Connected -C/O to Grade -HD Approval 4. r Compliance Certificate -Other Certificates 95 dress Posted 96. Fire Sprinkler Dat Card B-1 ii Date Card B-1 Date -0 Card B-1 M j j/) 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 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP042482 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: 09/27/2004 APN: 047-320-062-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 45 FELICIDAD LN CHI Date: Contractor: Map Index: Description: NSF(3505)GAR(1448)COV (515) OWNER -BUILDER DECLARATION 1 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: ROBERTS FAMILY TRUST permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a ROBERTS PHILIP A & ROBERTA TRUSTEES signed statement that he or she is licensed pursuant to the provisions of 550 W LASSEN AVE the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA 95926 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: STEVE HUGHES Code: The Contractors' State 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, 40 FELICIDAD LANE provided that such improvements are not intended or offered for CHICO, CA 95973 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of (530) 518-3092 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 Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such pr ' with contractor(s) licensed pursuant to the Contractors' at Lice Law. . ❑ la Exempt under Arti e3 usi d P fessions Code ( Date: n License #: WORKERS' C014PENSATION DECLARATION I hereby affirm under penalty of peoury 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 Architect: is issued. Engineer: ❑ 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: Total Square Ft: 5468 S. F. Valuation: $270,817.00 Census Code: Policy #: certify that in the performance of the work for which this permit is filissued. 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 mpl those provisions. i Date: Applica 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 4-dtl"-I 7 compensation, damages as provided for in Section 3706 of the Labor ¢12�3� 31Q&•R �0 9 �371OL} code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This perm' 's hereby issued under the applicable provisions of the Butte County Coda ?nrvor I hereby affirm that there is a construction lending agency for the Resolutions o do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) 9 io Name: By: Date: PER PIRES ON: R • 2 •OS 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 ch dul cons ction 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 o er rt dul thorized a ner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the subst c of y or um utte County. I hereby authorize representatives of Butt County to enter upon the above mentioned property for inspection rp s Print Name: Signa re: Date: Owner ❑ Contractor ❑Agent for Owner ❑Agent for Contractor z10 $ q0 A/Y. 9r tUT�TE5COUNTY �,pA- 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 �y "PLEASE PRINT CLEARLY" )6)7-5 6 1133•il LOCATION OWNER Last Name U i Na Addres City v� Phone,>(e_ 2 Fax -:_3 -Z_ E-mail CONTRACTOR Name Address City State r' Phone Fax E-mail Lic. # APPLICANT NAME ARCHITECT/ENGINEER Name L� jj Aj s Vezz Address v� City eat, Lc7 Stat Zip Type Const Fax Ea Map Book State License Number APPLICANT NAME Name Address City State Zp Phone es E-mail For office se only: Zoning I 54_ I I Flood Zone I Y, I SRA es No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: 047.3;2a•n<,=,z PERMIT NO. BPa4.248 I ea.g,¢I I PrZrtyAddressF� G I O Ado � I City rr 1 G*+ I WORKER'S COMPENSATION I Policy Number Carrier Llf hiring anyone other than license contractors, a certificate of worker's I poompensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: ASF C5.50 An" a^je 1449 ccv Pa-rzo 515 Sq. Footage O Structure Built without Permits O 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. II Received by: �►1 Amount I j 41.94 Bldg I I 204.48 SRA Receipt #: 4-C&G77 Sheriff OVER FOR SUBMITTAL REQUIREMENTS 11 K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 1 of 2 Date: $._i.4.05 SMIP Other . ti 7Total REV 7-27-04 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 /N /NIC q SP1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl 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 faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (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 CitbBiggs. 1-110. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the ownef?required). ❑ 12. Hazardous Material Form (for Commercial Buils only). — ❑ 13. Sanitation and site plan approval from the Environm l - alth De `a erit p� .�� Remaining items needed to issue the permit. Additional items ay vs !red ,Plan Check and Planning review (May require additional plan review upon receipt of the followin terns.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application 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 Keiunds can oniy be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 OWNER: 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 ASSESSOR PARCEL NUMBER 7' Proposed Building Use: H'I'S F Counter Technician: !�h ` Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ,rY 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) Data sheets and installation inst, (B) 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 0 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 0 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑/ 20. Erosion Control Plan Required........................................................................ CC?�' 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22 -City of Chico Plumbing permit........................................................................ alifornia Department of Forestry plan approval a paid. Sent by: K+ �[ 24. Planning approval (A) Use: �(B)Parking: (C) Parcel Chec-2P U_Za ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for -required ....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... O 30. Worker's Compensation Carrier and Policy Number .........................................• 31. Owner -Builder Verification ( 7 iven to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization................................................................... 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance.......:....................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction..............................................................................:.......... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 38. Other: ❑ 39. Other: When issued Telephone %/ 5-f� �7 and hold for pickup. I have been informed'of it 's -an a uirements for obtaining a building permit. f 2' Applicant: ' Date: 1. Index permit appl5tien for the ove items numbered: Plan Check ett r / 2. Addy, items re Contractor, design , 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: I 10=1 Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PU6 H C—S PROPROSED BUILDING USE � S % _✓ 1. BUILDING PERMIT FEES / --- Balance Due ..................... $ 9 --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES Ckf 14C a TTT (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ 360. Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg A.P. # D4 320 -OC. DATE 8 --j-4--n 4RECEIPT # DATE REC. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $> (paid at Building Division) acq-1is 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone' X = $ Zone # Units Amt. Commercial (sq. ftg.) ........ ✓ 10. OTHER X =$ Amt. 4-0 1,o [o77 q•1 •04- At time of permit applicaXn, I} '�Scis�e aboF kes are required to be paid prior to issuance of the permit. These fees may be changed during4he pWS.We_'9cing prod APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: Steve Hughes and Denise Hughes 40 FELICIDAD LANE CHICO, CA 95973 �} L A.P.N.: 047-320-062 bq— tO �-llIlIIIllllllllllllllllllllllllll! 2�4.J4--fb�4�JQ139 Recorded I REC FEE 13.00 Official Records I TAX 192.50 CountyBUTTEOf I CANDACE J. GRUBBS I Recorder I ROSEMARY DICRSON I Assistant I Cheryl 09:00AM 12 -Aug -2004 I Page 1 of 3 Space Above This Line for Recorder's Use Only GRANT DEED File No.: 0401-220094 (TB) I The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $192.50; CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ computed on the consideration or full value of property conveyed, OR t I� computed on the consideration or full valueless value of liens and/or encumbrances remaining at time of sale, unincorporated area; [ ] City of Chico, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, PHILIP A. ROBERTS AND ROBERTA ROBERTS, TRUSTEE OF THE ROBERTS FAMILY TRUST hereby GRANTS to Steve Hughes and Denise Hughes, husband and wife AS. 90INT TENANTS unincorporated area the following described property in the Q W/qf/gPKo, County of Butte, State of California: Dated: 07/20/2004 Roberts Family Trust Mai) Tax Statements To: SAME AS ABOVE AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 210GJ4—X1051677 Recorded Official Records County Of BUT CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 12:34PM 24 -Aug -2004 REC FEE 1@.@0 COPIES 2.@@ Jason Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date R State of California ) County of L-�>t,L4_ ) On,-Auauc4-2 4 % 7-003 before me, personally appeared_ C�►�Q,+'1 v.� . O A lne S personally known to me (or proved to me on the basis of satisfactory ev ence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, execu a instrument. WITNESSpj hand and fficial a Sin ure HEIDI R. HUKILL g Seal• ;' COMM. #1411254 m U) 3 ai Notary Public-Califomia N W BUTTE COUNTY ' / —� �J /% O / ] My Comm. Exp. April 15,2007 FV A.P. #_ ' �T /� l /(� j......�• Order No. BU -220094 TB Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 27, 1982, IN BOOK 89 OF MAPS, AT PAGE(S) 15. APM 047-320-062-000 Department C o u n t 1 J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement . [LESS THAN 1 ACREI Project Description: N (fo`C Project Location and/or Parcel Number: �� ���/ L�[� CDC 2� By signing below, I, the project owner/owner'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 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 mor of Ian may result in revocation of grading and/or other permits or other sanctions provided by law, /Z/ Signed: Title: I D,,f� Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/12/04 Sep 23 04 04:40p BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parol Number(s) Property Owner Project Location/Address (e CL, Subdivision Lot Number(s) Total Number of Dwelling Units Residential Development: (check one) ✓New Development AlterationiAddition Mobilehome(s) Non -Residential to Residential Demo permit issued (Date issued Verified by Building Department Records Verified by Assessor Department Records Mobile home replaced Comment; wilding Department RiWregentative Date A++AA+++A++++++*:F++++A++ti+++A+++++++++++Yr*++++++A++++++++++++++l+fk++++*+++++++*+�4++++++.k.F+st/rrfllF;iafM1i+++++A►s Chico Area Recreation rd Park District (CARD) certifies that (Applicant Name) - ' (Phone Number) d � �t'c C b (Street Address) _CAA�_o r (City) (State) (Zip Code) has complied with the requirements of Butte Co. County Park Facility Fee pursuant to Section 16- 33 of the Butte County Code, Resolution No 5.02 effective August 23, 2004. Payment for ell g units Cc3 $1 80\\.p00aa per ^^ unit, for total payment of $ 1OP-.7 CARD Representative Date PAID BY CHECK NO. REMARKS; BANK NO. PAID BY CASH RECEIPT NO. Distribution: White-Appilcant� Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod—Cityiof Chico Building Dept. FA-AparkfeeIrm (Revised 7130/04) p.2 09/2'4/04 #9260 9:08AM Xi-XTQTAL ~x1880.70 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM 6 (0 "S form per Building) _ School District Building Department No. A.P. Number Jurisdiction:, City County Property Owner J 411� Property Location/Address Subdivision Lot No. ........................................................... ....................................... Residential Development Sq. Footage No 6f Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation Inspection) .......................................................... .. . ... 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) Building DepartmentRE—presentative Date District Identification No. -School District certifies that IA_K,42 - (Applicant) (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing lzl__�2_; square feet. In — /I School District Representative Paid by Check # Remarks: (State) (Zip Code) by payment of $ HAB 2926 $ PFULL MMGATION $ Date 7&15_1a6 . No You may protest the Imposition of the fees 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'prohitilt you from challenging the Imposition of the fees In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Cattification Form, the School. DW.trict Is nrotlfied bythe applicable Local. Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CE9Ah this project May be subjectto additional ad" fees; to fully mitigaft.ft Impact on 00 sdrool distrIcts schools. White (applicant), Yellow (building department), Pink (school district) feeforni.xis (10/03Mm.m September. 22, 2004 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Huges SFD Address: 40 Felicidad Lane Dear Sir/Madam: County of Butte- FINAL REVIEW Jurisdiction Application No.: 04-2482 LP2A Job No. 2040015-115 Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents: 1. Plans: Two (2) copies Plan Sheets 1 through 6' Title/Cover Sheet dated August 13, 2004 by Lynn Smith Drafting. ' 2. Structural Calculations: Two (2) copies dated July 2004 by Ver Tech Engineering 3. Title 24 Energy Compliance Documentation: Two (2) copies dated August 03, 2004 by Donna Wallace The 2001 California Building, Mechanical, Electrical, Plumbing and Energy Codes (i.e., 1997 UBC, 2000 UMC, 2000 UPC, and 1999 NEC as amended by the State of California) were used as the basis of our review. No Further Plan Review Comments. Enclosed for your use are the above referenced documents bearing the LP2A plan review stamps along with the applicant's response letter. Please let us know if you have any questions. Thank you. '• Sincerely, LINHART PETERSEN POW OCIATES Gary Cox I.C.B.O. Plans Examiner GC:ag Enclosures: �r LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX (916) 725-8242 • Toll Free (877) 235-0653 3\butte county 015\butte county 2004\2040015-115-pcf.doc N 00 N d' O Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile TO: FROM: SUBJECT: 1 i1M DATE: LP2A Scott Rutherford (530) 538-7160 srutherfordoft tecounty.net Plans Transmittal For Review Per Contract 8/25/2004 Applicant: I Hughes, Steve Permit 04-2482 Project Type: NSF/Gar/Cov APN: 047-320-062 100% 70% Plan Check Fees $ 1,619.58 $ 1,133.71 $ 1,619.58 $ 1,133.71 LP2A Fee $ 1,133.71 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner. An "owner buildee' 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. I. I personally plan to provide the major labor and materials for consttuction of the proposed property improvement: YES X, NO ❑ *2. I HAVE( HAVE NOT ❑ signed an application for a building pemut 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. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work NAAA"G. . ADDRESS: MY: PHONE: CONTRACTOR'S LICENSE N.O. the work indicated: - - - NAMM ADDRESS PHONE TYPE OR WORK >DATE: NOT' : This Owner -Builder Verifuation is required by Section 19831 and 19532 of the California Health and Safety Code. This verifccation must be completed and returned to our office before we are permitted to issue the permit OWNER BUIDDFA INFORMATION Dear Property Owner QF_J ven2ensp far a bm7dmg P has been snbmit#ed m yan ecified-g y if as 8�e bml&r of property ForyourprOI=6 4 You should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit Building pemsi#s are not required to be signed by property owners unless own worm If your work is being p by so�ane other bearthe' are Personally Perfosmmg their liability if that person applies for the y°u'se you �' Pmt Yourself from possible prop= in his or her name. license from are required by law too be licensed and bonded by the State of CaMmia and to have a business apply. �Y or They are also required by law to put their license �bea on all pe�niis for which they be aware of the IM WYOU to do your own worm wih the =PdOn of various trades brat YOU plan to subcontract, you should mon for your benefit and protection: a Ifyan employ or otherwise eIIgage any p=ons other than your immediate family, and the work (mciuding ma mials and other costs) is $300 or more for the entire prcjec4 and such persons are not licensed as contactors or subConti rs, then you may be an employer. ♦ If YOU are an employer, you must 1eg6ter wft g2a State and Federal subject to several obligations ' veers as an employer and Y012' are ovatloers �� iascaaa income tax wi$sholdirsg, federal social security taxes'♦ There may be financial risl�.s � �' � ctnemplayment compensation. ins. Wig' ect to mancW s you ifyon do not cast' out these obligations, and .these risks are especially seriousP compensation ice. ♦ For more specific mon abou t your obhg;&ns under Federal Law if � wish, 111= U.S. Small . bract flee internal ReveeaQce Service ice, �smess Administr'affOn). For mare specific mon about your obligations under State Law, contact the Departm= ofBenefit Payments and the Division ofWuAdal Accidents. If the structure is intended for sale, property owners who are not licensed work y their own employeesconditions., without a licensed contractor cocontractors nt ��, oonly Mder limited A frequent practice of Unlicensed persons Pmfmsiag to be conuuton is to secure an "ownez bu ffilm" burg permit, erroneously implying $sat flee FroPMIY ovine; is providing his or ber own labor rad permitstn n repaired m be signed by property owners unless they are Pig �Own w P�k_�Y. Bu17dmg or at 1020 NW=,alim about rb=ed may be obtained by the Ctrs State License Board in your Pleasecomplete 0 StreA Sacramyo, CA. 95814. the "Owner s Vellication" are aware of these matterson the reverse side of this fDZM so that we can confirm th2t yon . The building Pemh will not be issued u 3M the verification is retcaned. -�•T : .� • 1. � ■ � . YOYM Y'= Owner-.8=7dmrr;forrrrron is repaired by Section 1983D 0f fke forxia Hea19i mrd Safety Code SITE PLAN REVIEW APPLICATION Date: CJ" l-7- 7oyL' AP# &y7- Permit Number (if applicable) 04'�_ 2gg2 Bin Number APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: esidential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ 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 (if necessary): Parcel Size: ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Agricultural Buf er Form ❑ Applicable ❑ -N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 0 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval R..Si a Ian Sta ed Approved � By Date -1 aa ' ZO '_7 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) Gvtgcc. ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: k, • Flood Panel No.: Ut p C 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 (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------=------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form, ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A- ` Applicable Building Setbacks: (W 0 F6 ❑ 'Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 L Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side i Side Street Rear i Height Waterway N/A N/A N/A ❑ 'Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 L rJ Applicable Development Fees: Standard Fees Amount Formula. ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By n Deeds: 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: ❑ 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 ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone F1Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording:.)� '7 Lot: ❑ Use Permit/Minor Use Permit Permit Number: N(- 6'17 Za0 / Date of Approval: Page: l/ Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Iff Page 4 of 5 ❑■ U C Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 CDF FIRE SAFE REQUIREMENTS 047420-062 BP -04-2482 Hughes AP# PERMIT # NAME Under authority of PRC 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 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. [X] 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 provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (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] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. 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] 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 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 1273.10 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. 1273.11 Gates 1XI 1. Gate entrances shall be at least two feet wider than the roadway it serves. 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 the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. T'. CDF FIRE SAFE REQUIREMENTS 047-320-062 BP -04-2482 Hughes AP# PERMIT # NAME Fuel Modification 1276.01 Setback for Structure Defensible Space [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. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. pq 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 or final inspection of a building permit. Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves [ ] If Building Setback is Less Than 15 Feet — Class A or B roof with enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on side 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: Stucco — 3 coat Hann -Board or Plank Masonry Masonry Veneer Metal. Other Butte county Fire Department approved materials 08/29/2004 Darren Read Date Signature 2 XAAA. r h Verticaffechnology Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email vertech@sbcglobal.net Structural Calculations Client: Steve Hughes Project: Residence for Steve and Denise Hughes Location: Parcel 1, Felicidad Lane, Chico, CA 95973 APN: 047-320-062 04940.0\ BUTTE COUNTY BUILDING DIVISION APPROVED RECEIVED 7�F�FCAI�Fd�` AUr- 2 a )nnA ' ENTO WEM Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Uniform Building Code, and local building department standards. r VERTECH ENGINEERING PROJECT: 8/3/04 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES AND SHALL BE COMPACTED TO 90%. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 1) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE -18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3 -1/2 - SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP'/." OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 '/:" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. rA- VERTECH ENGINEERING PROJECT: 8/3/04 S. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER IN ACCORDANCE WITH UBC 2306.12. FLASHING AND WATERPROOFING OF EXPOSED ENDS SHALL BE PROVIDED BY OTHERS TO PREVENT THE DECAY. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2"X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE OF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. BOLTS EXPOSED TO WEATHER SHALL BE GALVANIZED. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. �.� ALL METAL FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO WOOD. J.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... 3 VERTECH ENGINEERING PROJECT: 8/3/04 C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" VERTECH ENGINEERING PROJECT: 8/3/04 6-4 POSTSITRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE=TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, 11, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF REDUCIBLE C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP C PRoJEcr�Ipp��6HS VERTECH ENGINEERING ENGINEER I�K� DESIGN OF GEt, EYNL LoRpS L6 3y�9z L6 PAGE S DATE 104 �oaF �L LoMP Ro�F FRr�Ms.�G �NSULN1I0N MSSL . T�rr,L Rim LL TO PSS �(�E�vC��LE 7o J6PSF W14CIQ P11611 � �•�Z�. ►ASF .F Loo�Z � L 15 PS1= _ F foo(C LL. PSS L6 3y�9z L6 PAGE S DATE 104 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Hughes Residence Date: 7/27/2004 Comments: Wind Speed: 75 mph Importance: 1 -20.7 Exposure: C -21.5 4.6 _ -22.9 4.9 -24.1 5.2 Q One Story or Partially Enclosed Multi -StoryStructure 6.1 6.5 6.9 Primary Frame Elevation Elevation Elevation, Method A 1.5 20 25 Windward Wall 12.3 13.1 13.8 Leeward Wall -7.7 -8.2 -8.6 Roof Leeward or Flat Roof -18.4 -19.6 -20.7 Windward Roof Slope <2:12 -18.4 -19.6 -20.7 2:12 to <9:12 -21.5 4.6 _ -22.9 4.9 -24.1 5.2 9:12 to 12:12 6.1 6.5 6.9 >12:12 10.7 11.4 12.0 Wind Parallel to Ridge -18.4 -19.6 -20.7 Method B On Vertical Projected Area Structure <= 40' High 19.9 21.2 22.4 Structure >40' High 21.5 22.9 24.1 On Horizontal Projected Area -18.4 -19.6 -20.7 Elements and Components not in areas of discontinuity Wall Elements All structures 18.4 19.6 20.7 Enclosed and Unenclosed Structures -18.4 -19.6 -20.7 Partially Enclosed -24.5 -26.2 _ Parapet Walls -19.9 19.9 _ -21.2 21.2 _-27.5 _ -22.4 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -19.9 -21.2 _22.4 -22.4 7:12 to 12:12 -19.9 19.9 -21.2 21.2 -22.4 22.4 Partially Enclosed Slope <2:12 -26.1 -27.8 -29.3 2:12 to 7:12 -24.5 12.3 -26.2 13.1 -27.5 13.8 >7:12 to 12:12 -26.1 26.1 -27.8 27.8 -29.3 29.3 Elements and Components in areas of discontinuity Wall Corners -23.0 18.4 -24.5 19.6 -25.8 20.7 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -35.3 -37.6 -39.6 2:12 to 7:12 -39.9 -42.5 -44.8 >7:12 to 12:12 -24.5 -26.2 -27.5 Slope <2:12 at overhangs, canopies -42.9 -45.8 -48.2 1997 UBC Static Seismic Forces VerTech Engineering Project: Hughes Residence Date: 7/30/2004 Comments: 23.6 Units: Kips & Feet (UNO) Zone = 3 (If T<.7, Ft=O) Soil type = Sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 12.5 HEIGHT TO ROOF) Ct = =.020 FOR ALL OTHERS V! TA = Ct(hn)'" STORY HT Max TB = 1.4'TA 23.6 VEQ = (Cv'I`W)/(R'?) 5.7 23.6 Ft = 0.07'T"V (If T<.7, Ft=O) MF-TH A METH 13 T = 0.133 0.133 EQ: Cvl/RT = 0.7384 0.7382 V/W: VEQ = 106.6 107 V: Ft = 0.00 10th LEVEL STORY HT 11'Ca"I 2.5" Ca•I/R 23.6 0.0396 0.1636 5.7 23.6 LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ E vtu MOT Diaphragm ROOF 12.5 .12.5 144.38 1805 23.6 24 295 26 10th 0 0 0 0 0.0 24 295 0 9th 0 0 0 0 0.0 24 295 0 8th 0 0 0 0 0.0 24 295 0 7th 0 0 0 0 0.0 24 295 0 6th 0 0 0 0 0.0 24 295 0 5th 0 0 0 0 0.0 24 295 0 4th 0 0 0 0 0.0 24 295 0 3rd 0 0 0 0 0.0 24 295 0 2nd 0 0 0 0 0.0 24 295 0 1st 0 0 0 0 0.0 24 295 0 1 1'+4.00 I 1aua 1 PROJECT NU(,NF.� VERTECH ENGINEERING PAGE ENGINEER KK6 DATE DESIGN OF PRELsI\-LMKM LNTERKL UILCS LEN KI soul CNEC.K F09 60N790L FOKc.E (IS')(12 5�� X9.5 Pss� = 1%6Sl ECS CNEU� �o� coNT�2o� S ISAIL PROJECT VERTECH ENGINEERING ENGINEER DESIGN OF LRTEr,NL LsNE WT PAG E DATE PROJECT ENGINEER I1KP� VERTECH ENGINEERING DESIGN OF LK -Tc L, LONA �E�Et0�r1EN7 (�ni2Nl�� (z -L Ih 4- Lis �- (Z3..5'� I`0•5�(I�,�P.S�,= X1911' �� Will PAGE I v DATE In (►�' x �j � � � �� PSS, = Ztiz� �g I'LL X1191 :L& (z -L Ih 4- Lis �- (Z3..5'� I`0•5�(I�,�P.S�,= X1911' �� Will PAGE I v DATE In PROJECT �)'O ENGINEER KKK VERTECH ENGINEERING DESIGN OF LKiCKFL 11-0m, �UCLOMII.1r (sELsrvzc CONS! • "�© IJ s F.- �� s s�� ►►`► Y15w Z16, Lid I3ooi-TZ- (- - - L- ' so F -T -) ' X3600 . ' 1141 Q- (.1.8s9 ��} ( )23600 LIQ' 5125 L& c-( Ftti I b 2 73600 LL) = 1103: Lt v_ �:OOFTz I �►IS�Tt � 1:� (�36oa���: 1�3b � N - � 6t s�TZ�� I 13600�&) 333 F -r � ► 61tsr�� I.y 3 \261o��rt J � ►I,y � �Z3600 �►�� ` 5S ly � � PAG E I I DATE PROJECT�(,.5 VERTECH ENGINEERING ENGINEER KKK DESIGN OF '.F��EF(�C Lo�� DINCI PA.N'f (S`-SptI ID I� _ 1132 �Tz L& daoF-rti . I. J 't1 SC K, LIS PAGE hh DATE U PROJECT Nut, E� VERTECH ENGINEERING PAGE 13 ENGINEER DATE DESIGN OF Lo>►�, Survv M _p - C►��t,�I.I�T���l :ZO -- rrM1Nx 6 lay-. 61Is�TZ r`�� Z3600 yrs E G b)ms �A M -L- CL& i Ll�1 CO,<M (L6 } 5- SS%4 zti �� I til i. �� - 7 T�9 7-119 134o w - ZZ24 119. i. I I o3 ,� - ..I l 9 Ws w - s9 to 1.1.6`1ti S51'� W - 116`iZ 6 ?opo It�i� W- Zo10 _p - C►��t,�I.I�T���l :ZO -- rrM1Nx 6 lay-. 61Is�TZ r`�� Z3600 yrs E G iw Shear Wall Design VerTech Engineering Project: Hughes Residence Location: Program Date: 7/29/04 Units (UNO): lbs, in Panel Thickness 3/8 Panel Orientation short Dimension Across studs . Nail Type 8d 1 Anchor Bold Diam. 1/2 qW Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Panel Grade C -D, C -C, UBC 21-2, UBC 23-3 Fnd Sill Plate Grade DF -L AB in 2X Sill 620 AB in 3X Sill 730 Split Anchorafle Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening AB Spacing (ft) Load Fastener Cond A Cond B Fastener Cond A Cond B 2X Sill 3X Sill 6 260 2 7.1 0 8 20.8 0 3.17 3.73 4, Note 1 380 2 4.9 0 8 14.2 0 1.09 2.56 3, Note 1 490 2 3.8 0 8 11.0 0 0.84 1.98 2, Note 1 640 2 2.9 0 8 8.4 0 NG 1.52 44, Note 1 760 4 3.6 Note 2 .8 7.1 Note 2 NG 1.28 33, Note 1 980 4 2.8 Note 2 9 4.5 Note 2 NG 0.99 22, Note 1 1280 4 2.1 Note 2 9 3.4 Note 2 NG 0.76 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for.single sided shear wall with same edge nailing V. , VerTech Engineering Project: IiU68CS Page: Engineer: RKB Date:_ Design of: Shear Walls Framing Panel Shear Walls is Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail Wall(lbs) (ft) uflbm Cin 'A---� 438 f 4.33--• -7-71 4.33 4.33 101 6"�_- = 2- 3584 17 17 17 211 �C 2229 26 ,� 26 26 86` 8480 f-24"5'' =y 24:5 24.5 346` -...._4- 2" �� 2229 ,r-�7:5� 7.5 7.5 297 f=4'�"� F.� = Z 1791 f -75 A -6i�:- ' e 3.16 3.16 567 - 2"— - �G 2229 'X --T67 "'x'=8.67 8.67 2576" -_ _ :7 H�-- � '"3582 713 � = 13 13 276 _ 11 �� -4— r--1==--- > 3980 > 24.83 24.83 24.83 160 C6"-- 11642 C27- .5� X27.5 27.5 423 --Y 74-� =-6530 x30:25== -, 30.25 30.25 216 6" 5 491114:75'14.75 14.75 333 2070 2'5— =;-12.5 12.5 166 is VerTech Engineering Project: ii�16NE5 Engineer: gl<I& Design of: Shear Walls Stability Page: Date: Overturning Overall Resistive Gravi OT OT Righting Net Length Length Load Height Moment Moment M/D Wall (ft) (ft) (Ib/ft) (ft) (ft -1h) (ft -1h) (Ihl A 4 4 150 9 3942 1406.1681 _-693 B 8 8 150 11 18158.2 4598.168 . 1791.'' _ C 26 26 150 9 20061 50700 D 4 4 150 9 10902.9 918.75 ---7-535-1-- r--9 E 4 4 150 9 9361.8 918.75.2499— .F 3 3 150 11 19701 748.92 f 6076--• f. ---- G 4 4 150 1 9 10018.9 1406.168 .. H 4 4 150 9 8679.46 918.75 —,2096---- _ —2304-- 1 9 9 150 9 12507.4 5637.668 —1-007, 3 28 28 150 11 128062 56718.75 X3275- 4 5 5 8 3 8 3 150 150 9 9 15542.5 9738.76 4800 ; 792.1875 —1-54'1=- 9541=- c2833-- 6 13 13 150 9 18630 11718.75 ;--862_ H 1� Design of: Shear Walls Stability Segment Segment OT Righting Net Length Hecht MMT MMT M/D Wall (ft) (ft) (ft -Ib) (ft -Ib) (lb) A 0 0 0 0 B 9.17 9 17399 6307 1278 C 0 0 0 0 D 4 9 12460 1200 2914 E 4 9 10699 1200 2474 F 0 0 0 0 G 0 0 0 0 H 6 9 1 14879 2700 2178 1 16 9 23082 19200 639 3 0 0 0 0 4 22.25 9 43228 37130 825 5 8.75 9 26220 5742 2557 .6 0 0 0 0 PROJECT NplI%I�ES ENGINEER R�(� DESIGN OF Lkrc4L NMS W,G VERTECH ENGINEERING Lz�4E I,o�ol I.E�c�T� - 61.5 PI.F LEa�-rA -�o dE QKPOG6s= I1' - �" LSNE LEa�-tA = 66 LoAo�LE.►���N'� 116.5 PLF 1,o &e.LKk.06(- IV- � _ �Ax QKP6 Fo�cE� (116SPLF�(3�'� 6`'� � 619t�g LATEKRL� �om,- 491.1 L& LzaE UtAG-% � 5Z' - I,OAoILE�bi.N= LEN�Ta -ro �c o�P�oEp - 16' MAx p�n� FoRcc = (9`I.SP�F�(16')= 151ZLQ LRP( D LPtEKPI. LoPAt -EDPs I LEcv61N= � 6. Cj PLf L C ►�6T11 'f o CiE pFP�6E�= S O PAGE I DATE PROJECT Uc,�ES (SEs. VERTECH ENGINEERING ENGINEER _ —' DESIGN OF cwt PAGE I 1 DATE W; Zo.�PsF X I`i' - Z9.1 PAF ' t : Omll PGF 39 FT � �cb Fr - LQ MMT 55365 Fr- cQ . CNoKA .Fo�cCC � �EP1N .. c�a�� �or�� AAT :X19. �d-� �£P�N 39 10 S) Lb PROJECT ULL S VERTECH ENGINEERING ENGINEER 9,Y S DESIGN OF PAGE ZO DATE PROJECT h(,IBES ENGINEER -' DESIGN OF b1 -i - bI MC K VERTECH ENGINEERING N1' -7S1fl FT- LIS �'l�x 101�Z L4F--V` GL6 PY lqb%4 G7-vl V ` ZyZ� Lll s'/%Xi3�� ZiF^Iy GLS N1= �S—Sl FT- LCS Es= �x10DF�I LIS �= �25xl06 G�-2rvt PAGE Z I DATE L- Z.I' Th1� 31- 9" 1b PSF LL 16 PsF LL LL 16 Psi hL IM �L 1'�- f I, !:I rs5 LL Ib �sr �L PROJECT &,WCS VERTECH ENGINEERING ENGINEER iZICP� DESIGN OF PAGE 7 -7 - DATE (H'xI6PsE D� - __...__ & M4 - � ZS � IFT LIS Ez 2595�10�-s�' Z4E-VIl 6Lis Sb - Ulv\ M& ?WS6 FT -Ll& 6elr\ L, HIP` IU LL" W bL 711x16PLF DL V " Z9 �1 w6 ZS�O� PROJECT n uAcS ENGINEER �Kh VERTECH ENGINEERING DESIGN OF 16w t�u 16 PSf LL. Ls IS 10 - sw\ 1050 FT -L6 V ' . I .S11 LIS M- HISF-r-LU V ' %�>S w PAGE ZS DATE 1U� Tl sav 6-S Flo PsF o� ;; 6:S��IOPSF GC �S.S'ti IdPSF LL 301�� 7r�c- �,�If6PsF nL 6 Fs r LL 6 pm L.►_ LL %1-3r' I6 PSr �� _ PROJECT ll( IIE� ENGINEER �K[� VERTECH ENGINEERING DESIGN OF Grog -0 IZ'.�CPr\ PZ2,�r v� . US- Es= 1X92' lob 5'1%--�- I?"/1- PAGE Zy DATE �r x N PSF TYP, FOK 1300 LL $ FuK LL S Z'x�bPsF QL Z'x ld esF LL IT yt FTS Es= 371YA1 WaNti PROJECT _J Iu t,�lF.� VERTECH ENGINEERING ENGINEER ��(S -' DESIGN OF (6EiNr\L� PAGE ZS DATE Z' X l6 Psr LL Z' A p, U U UIle U C� 11 ., )k{ 06 7_ x h 13g� SSW M' 3)41 F --L6 U � Z 6�1 EIS PROJECTtiWEVERTECH ENGINEERING ENGINEER DESIGN OF ji t q414 ml F'1 -L6 Ez' 11106 L4��1 PAGE DATE D X 16 PSv LL 116 PS( t L X11- �EPN� L_ IS'_6o- 110 it LL ��DEtt,��6PSE �6PSf, Z 6 V= I'1bl L& ISSS Ez, X10 x106 La_�,,L 31/%x m GL& PROJECT W�(,I�ES VERTECH ENGINEERING ENGINEER KY,& DESIGN OF GRmvi (WM) fov\ 1� I$' uf&- r1` 4�SZ.. Ft-L(S a S4�>,O cQ-2Nz 0 - LE LIP (G /SEAM 3Gu( foo AL At M= s561. FT-�Q E2= 3�3xIob�L�-��ti PAGE Z-7 DATE I O 3.5 Ps F ForvP44 Z.5 PSF CE�cs�6 10 PY LL PROJECT �(,�ES KES. VERTECH ENGINEERING ENGINEER hIC[i DESIGN OF ��J1-rt (tScP�s� Z4 IT Z/ �tio.5 PAGE 1% DATE 101 Es�; 5700. 10 ��-sN 51�g� 19'�ZHF-V4 6tg !S.S' x M P,5 Ll, PROJECT-9U(,JJCS VERTECH ENGINEERING ENGINEER kj( PAGE Z I DATE 101 I6 PSF AL M` 6�IZFT-�a l' x I�PSF IL V s Zo $7 a 10 PSF LL E2= 561 x Iq� Cd�z�tL I:- I %, A-` 171% L& • Fr 550 V1 )6SI L6 Esq Zo�Xlo� �Q•1Nt WL Rif %' X 16 PsF p L LI%it nrtL (11 I T ZS�4� -bSl# �VP�zi�t� T M- �S�`A FT -L,4 T IZI� V 1110 La IL 1%11 t PROJECT �0�6NEs RES. VERTECH ENGINEERING ENGINEER KKLi -� DESIGN OF GRpw 67'S- 4,�TF4 � I6 - C CIL-PAG SoI.sT Mt 65`6 Fr-�Q Est �yxlo6 M,: tl�> FT- V - 7,11 La >je, Z� ISF #t 0. c, PAGE SO DATE x-15' -rgf4-' Z'q 16 PSF AL Z",, /I ?SF tC �, IS i TRsfd� I,`'*1 1� PIF ISL Am, II VerTech Engineering Project: H Engineer: KK6 :sign of: Roof Framino Roof Loads DL= 16 psf LL= 20 psf Reducible to 16psf where slope > 4:12 Page: Date: 7�py Roof plywood: 1/2" APA rated Exterior (32/16) plywood or OSB. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable ends, drags (attached to straps), blocking and all supported edges. Roof framing: Cut and stacked roof systems shall be built to the conventional framing requirements of the Uniform Building Code (UBC 2320-12). Purlins, braces, intermetiate supports, and connections shall be provided by the contractor which are capable of transmitting all gravity and wind loads to the foundation. The following additional limitations shall apply: 1. Rafter Maximum Spans (24" O.C.) a. 2X4 DF -L #2: 6'-3" b. 2X6 DF -L #2: 10'-0" c. 2X8 DF -L #2: 13'-0" d. 2X10 DF -L #2: 16'-9" e. 2X12 DF -L #2: 20'-3" 2. Ceiling Joist Maximum Spans (16" O.C.) a. 2X6 DF -L #2: 14'4" b. 2X8 DF -L #2: 18'-9" c. 2X10 DF -L #2: 24'-0" 3. Ceiling Joist Maximum Spans (24" O.C.) a. 2X8 DF -L #2: 16'-3" b. 2X10 DF -L #2: 21'-0" 2. Minimum Brace Size = 2X6 3, Maximum Brace Spacing = 4'-0" O.C. Typical Headers (U.N.O.): Use 6X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". 3Z VerTech Engineering Project: &-,gCS Engineer: RK& :sign of: Roof Framing Roof Loads DL= 16 psf LL= 20 psf (reducible to 16psf where pitch > 4:12) Page: Date: 71Ty Roof plywood: 1/2" CDX APA. rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. sses: Spacing = 24" o.c. Loads: T.C. Live Load = 16 psf T.C. Dead Load = 8 psf B.C. Dead Load = 8 psf Total Load = 32 psf In a 2x6 wall provide a stud directly under each truss reaction greater than 2250#. In a 2x4 wall provide a stud directly under each truss reaction greater than 1350#. Rafters: Live Load = 16 psf Dead Load = 16 psf Total Load = 32 psf Typical Headers (uno) Use 6X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". 3S Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stabilitv Reduction Column Capacity Obsl le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 . J I Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000. 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761. 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 4 ' 35 VerTech Engineering Project: Page: Engineer: 9m Date: 4a — Bsign of: Foundations Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. ntinuous footings: (fc' = 2500 psi) Width Thickness Cap (plf) Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (3) #4 4 PB F2.5 2'-6" Sq. 12 (4) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 .12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. COMPANY W0 -WA.-s ' SOFTOVARE ak D'OtSlGN Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) PROJECT Load Type Distribution Magnitude Location [ft] Pattern Shear 630 Total Start End Start End Load? RoofL Dead Full Area 16.00 (3.75)* 1.0 No RoofL Constr. Full Area 16.00 (3.75)* L/360 Yes MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' Dead 764 Value 764 Live 630 Shear 630 Total 1394 237 ,WY/Design fv/Fv' = 0.15 Bearing: fb = 933 1394 1.0 fb/Fb' = 0.33 Live Defl'n 0.30 = -Length 0.70 = L/360 1.0 Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x10-112" Self Weight of 12.78 plf automatically included in loads; Lateral support: top= at supports, bottom= at supports; Load combinations: ICBO-UBC; SECTION vs. DESIGN CODE NDS -1997' r -qtrpq-ct=nqi ane, in I Criterion Analysis Value Desi n Value Anal n Shear fv @d = 36 Fv' = 237 ,WY/Design fv/Fv' = 0.15 Bending(+) fb = 933 Fb' = 2841 fb/Fb' = 0.33 Live Defl'n 0.30 = L/854 0.70 = L/360 0.42 Total Defl'n 0.83 = L/302 1.05 = L/240 0.79 ADDITIONAL DATA: FACTORS: F CD CM Ct ' CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 0.947 1.00 1.000 1.00 1.00 2 Fv'' = 190 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1-.00 1.00 2 Bending(+): LC# 2 = D+C, M = 7320 lbs -ft Shear : LC# 2 = D+C, V = 1394, V@d = 1278 lbs Deflection: LC# 2 = D+C EI= 889.91e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, -=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth: 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). 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. BPO51069 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: 05/17/2005 APN: 047-320-062-000 the Business and Professions Code, and my license is in full force and License Class: �� Gy'Y License Number: ��?'� T'� Site Address: 54 FELICIDAD LN CHI - Date: Y "�'O—J Contractor: 5xtiC--,J P''OOL-5 Map Index: Description: NEW POOL MASTER#01-508 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: HUGHES STEVE &DENISE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 40 FELICIDAD LANE signed statement that he or she is licensed pursuant to the provisions of CHICO, CA 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 95973 she is exempt therefrom and the basis for the alleged exemption. Any (530)518-3092 (530)342-6369 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 Applicant: BOWEN, ROBERT Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does BOWEN POOLS such work himself or herself or through his or her own employees, 905 FILBERT AVE provided that such improvements are not intended or offered for CHICO, CA 95926 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530-345-2503 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 Rrofessions Code. The Contractors' State License Law does Contractor: BOWEN, ROBERT not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed BOWEN POOLS pursuant to the Contractors' State License Law.). 905 FILBERT AVE O 1 am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95926 530-345-2503 Date: Owner: License #: 357298 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 Architect: is issued. I have and will maintain workers' compensation insurance, as Engineer: 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* ��'T—� �� flame'-- Total Square Ft: 0 S. F. Policy #: p00043 G Valuation: $0.00 Census Code: EJ1 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, 4 �7- 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. r 7 !�' d r� Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of'the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under th applicable provisions of the Butte County,Code,and/or ' 1 hereby affirm that there is a construction lending agency for the Resolu s to do work indi ated a fo which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) ' 7 OT B Date: Name: L / PERMIT EXPIRES ON: Address: D to ❑ 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 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 purpos F�'y�O.�I= �� �y��� Er` [' V' Signature: Print Name: Date` • ❑ Owner Contractor ❑ Agent for -Owner ❑ Agent for Contractor S. C. 8utloing vermil ul-16-04 pp i NOTES is � = RESIDENTIAL PERMIT'NO. --j'04' 7 320 06 F.: 05'1069 r HUGHES, STEV_ E 45 FELICIDAD LN;' CHICO Cont: BOWEN POOLS t N PooL MSTR#01-508 pqS� t , SPECIAL CONDITIONS �® SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS 4 VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) •� c) T t Signature - 4 = OK = Not OK =Not Appli = NotReadyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft! P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 - Date Card B-1 Date Card B-1 Date Card B-1 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 -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card SK1 Date Card B-1 Date POO (Plans) OK except #'s S acks-Easements I.AIs; Compaction -Structure Stability Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panelboards- Ins. to Main Conduit 9. VaP Department Approval P mb.; Cir. Test -Water Supply Test t Niche 1 Enclosure; Fencing -Alarms n Date �� r Card B-1 c V Date Card B-1 Date- Card B-1 Date Card B-1 1 _ T__4f M*_- -.1" J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Gmd.-/ /' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftq.-Steel 9. D.W.V.; Fall-Frtting-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 -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or At Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels=Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 . Date Card B-1 Date Card B-1 -Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) _ 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-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 Ht. & Dimensions 52. Garage Fre Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (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-Mech. 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. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure + 76. A.C. Duct in Garage -Damper I 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth I Clearance Looked under Floor 0 Yes 1 83. Following InstldJDrive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 1 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. BP051069 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: 05/17/2005 APN: 047-320-062-000 the Business and Professions Code, and my license is in full force and effect. License Class, C'SLicense Number: 3$'72�i Site Address: 54 FELICIDAD LN CHI Date: y"2S7'0S Contractor:'�WQJ P.O()LS Map Index: Description: NEW POOL MASTER#01-508 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: HUGHES STEVE &DENISE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 40 FELICIDAD LANE signed statement that he or she is licensed pursuant to the provisions of CHlCO, CA 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 .95973 she is exempt therefrom and the basis for the alleged exemption. Any (530)518-3092 (530)342-6369 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 Applicant: BOWEN, ROBERT Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does BOWEN POOLS such work himself or herself or through his or her own employees, 905 FILBERT AVE provided that such improvements are not intended or offered for CHICO CA 95926 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will, have the burden of 530-345-2503 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 Contractor: BOWEN, ROBERT not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed BOWEN POOLS pursuant to the Contractors' State License Law.). 905 FILBERT AVE I am Exempt under Article 3 of the Business and Professions Code CH ICO, CA 95926 530-345-2503 Date: Owner: License #: 357298 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of .consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. 1 have and will maintain workers' compensation insurance, as Engineer: 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: �/ ��uy® -w Total Square Ft: 0 S. F. P— /'r Policy #: ��`{ C� �-�®r /O.0 ®: Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, I T 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. L�� �/i L/.�/. .4 �� TIIU [ d Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under th applicable provisions of the Butte County Code a d/or I hereby affirm that there is a construction lending agency for the Resolu • s to do work indi ated a fo which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Date: / Os - Name: B PERMIT EXPIRES ON: Address: D e ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpo 0QJEJV PdQL s E(Va \I Print Name: • Signature: Date: 1 ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Buildinq Permit 01-16-04 pq 1 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 "PLEASE PRINT CLEARLY" OWNER Last Name ° uG,,E5 irst Name Address =* 4S- rE L I c I DAD L-A NE -7 City C 4 t C o Statee-A Zp,S9'73 Phone &ti 4 _ 3q®7 Fax E-mail CONTRACTOR Name _SO c.,j E7Q Pc o L 5 Address 905- ,moi L. SEi2?- A v a City C 1+ t C O State Zip 96-92. a Phone `I�5_Z5o3 Fax S�e".6-r E-mail Lic. I T74 9 Class APPLICANT NAME - ARCHITECT/ENGINEER Name ,4 <w Address — QN pro City E-mail _ State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME - Name —tsWFt'i -POOLS - g!FA//, Address cl os F1 i_SEi27' Aoi - City rs , , ( cc) State cA Zip p,5<72c Phone �`>F�✓ _ Z�A Fax E-mail _ APPLICANT SIGNATURE For office use only: Zoning Property Address 4_4S FELE C i oAo L_ N - Flood Zone Cross Street KEE F E 1P, O . SRA I Yes No Occ. I Typ Const. roislon Na Map Book Page Lot # Planner Da Apr ed: ' ,, OVER FOR"^S6U`I3WT1rAL REQUIREMENTS PERMIT NO. BP 051 BIN # LOCATION AP# 0 T- 7 -- 3 2 0 V-- O(c> 2 - Property Address 4_4S FELE C i oAo L_ N - City Cross Street KEE F E 1P, O . WORKER'S COMPENSATION Policy ,�- 5�- t� 'r i' Carrier V �T�47� FN -0 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: it/�Gtl X60/&7 j0ool *_0 l — 40 Sq. Footage ?d O 0 Structure Built without Permits 0 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 by: Amount Bldg SRA Receipt #: Sheriff SMIP Other Date: 07 q Total KAFORMSOUILDING FORMS\BIdgApplSubRgmts.doc Page 1 of 2 REV 7-27-04 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 /N 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 faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). — ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's'office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application 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 Kefunds 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 KAFORMSMILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 05-/o& ? U 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 www.buttecounty.net/dds OWNER: 4ASSESSOR PARCEL NUMBER 04'7-_30-0-0(0,_), /0 Proposed Building Use: _ olk Permit Technician. F1�2 Date: .QiD Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings. ❑ 12. Hazardous Material Form. 13. Acknowledgement of building permit application without required clearances. 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers ❑ 17. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office ❑ 18. Soils Report and/or Engineered Foundation required. ❑ 19. Erosion Control Plan Required. ❑ 20. Fees as shown on the attached Schedule of Fees Due Sheet. ❑ 21. City of Chico Plumbing permit. ❑ 22. Site plan and business license approval from the City of Biggs. ❑ / 23. California Department of Forestry plan approval ❑ paid. 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _Drainage. J17- 26. NPDES Form ❑ 27. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 28. Contractor's license information. (Number, Name Style, Classification). ❑ 29. Worker's Compensation Carrier and Policy Number. ❑ 30. Owner -Builder Verification ( _ Given to owner, _ Mailed to owner). ❑ 31. Letter of Signature authorization. ❑ 32. Recorded copy of Agricultural Acknowledgment Statement. ❑ 33. Existing violations and/or expired permits. ❑ 34. Deed Restriction. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ❑ 36. Other: ❑ 37. Other: When issued Telephone J� % - and hold for pickup I have been informed of the above items and requirements for obtaining a building permit. Applicant: �rOjP GO Date: 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, and other department costs are not refundable. Original -Applicant 057 Z 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. -. , t - ,, OWNER: ASSESSOR PARCEL NUMBER v T7 ` -3 a0 Proposed Building Use: - Permit Technician: T`I`T Date: T �(O 6J Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. i ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form t-� 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Rempining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 5. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 6. Fire Sprinklers ............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by .❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required........................................................................ ❑ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑1lContact California Department of Forestry plan approval ❑ paid. Sent by: .. Planning approval for (A) Use: �(B)Parking: (C) Parcel Check:.. ❑ Land Development about _ Improvements, _ Drainage ........................ E Ej=.- 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: a �c a When issued Telephone 344-- 0 � : ° ."and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: � - Date: ` acs 03 1. Index permit application f r the above items numbered: Plan Check Letter 2Additicaal items required -A - / r �Qontracto designer, owner, was advised of the above data by Lir phone, ❑ mdil, ❑ counter, by `i`�'1^Date: 3 c7J Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Cao'tractor, dens gner owner, was advised of the ab v dat ,by, ❑ phone, ❑ mail, ❑ c u t . r, by Date: _ Planstreviewed by;: /' < Date: Plans approved by: Date: d Structura�revie ed ter` -> / / a Date:, Structural approved by: Date: Note transferr by: t ate ••i' / Dd h ^ .Yellow: Building Division E.H. USE ONLY Rot Ran Attachod Floor Ran Attachad Sons to B.O. ! TO: Building Department. FROM: Environmental Health SUBJECT: Sanitation Clearance A&4 ks s ���� 47-3 -a42 OvVner Location AP# Plan Approved for: Sewage Disposal T, Water Supply: Public Private Well X Clearance for-dwe#if+g Other /"C M,,17 C/ ,d % Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 Butte Coun Y Department of-Developinent Services 0 ..1, 0 7 County Center Drive °' '= ° Oroville, CA 95965 0 1` o (530) 538-7601 Telephone ° _ _°'_. ° (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 ✓• 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). Please print: �J ApplicantName- 1V, APN: ®q7-32® - ®C 2. Building site address: _#'`1s FE U0 04D L^l , C4( co 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: '�F'o bmf fin. q-545 U�� �-/- 2- T. os SIGNATURE OF APPLICANT DATE Copy to Applicant/EH/File K:Forms/B1dgPermitwithoutClearances 020705 4 , d . O A � S �Uc WOF� Department of Public Works Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase Il Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS THA11! 1 ACRE1 ProJ'ect Descri tion: f -a-1 C1 e0 R-3 �� C� o � gs7�3 p Project Location and/or Parcel Number: 4-- Ts-- FF, L b L A P 047 3>2- p— Oro 2,, By signing below, I, the project owner/owner'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 Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional 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: -o M. 'dnuj-e_^_ Title: 00_r?.�_60U J.EA1 POOLS Date: 4 - 2- S_- ®,S-- ' Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 (rev.5/04) Owner Name: JENSEN, FRANK Building Permit No: B08-1658 2008-0034674 Recorded I REC FEE Official Records I Countyy of I COPIES CMMCEuJ. GRUBBS I County Clerk—Recorderl I I WS 02:52PM 16—Sep-2608 I Page 1 of a Space above for Recorder's Use DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY 29.00 5.50 I. WHEREAS, on this 16th day of September, 2008, JENSEN, FRANK, hereinafter referred to as owner(s), is the record owner of the following real property: 45 FELICIDAD LN, CHICO,CA 95926 (APN047-320-070), and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and 11. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and �i1✓ Ill. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No.1308-1658 was applied for on 8/14/2008 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No.1308-1658 has been reviewed and approved for only the limited purposes set forth below; and Vl. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a change in use or character of use has been approved by the Butte County Building Official or a change in law has occurred, either of which change allows the uses otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use Facility rescinded by the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited Use Facility by the Director of Development Services; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. B08-1658 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No.B08-1658 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: sleeping, cooking and living. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Scott Rutherford ,_ 4j� �� G U Building Manager, DDS Department of Development Services, Building Division prior to the issuance of Building Permit No.1308-1658. DATE: /�� 120,0 Owner Signature: Print or Type Name of Above Owner Signature: rG� . m or fyp6N#e of Above Scott Rutherford D /� Building Manager, DDS ,41 , q ug NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA COUNTY OF BUTTE On q - ala S SS. me, �' �d C.C� , Notary Public, personally ppe ed -5er 4 ✓? a who proved to me on the basis of satisfactory i9vidence to be person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. TAMP BARLOW COMM. 1554047 NOTARY PUBLIC- CAUFORN COUNTY OF BUTTE Comm. Expires Feb. 20, 2009 Si ature (Seal) Scott Rutherford Building Manager, DDS /M-, r� STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On before me, , Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) Scott Rutherford Ara Building Manager, DDS This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. , Dated: ��/�X�y Scott R erf r , Manager Building Divi ion STATE OF CALIFORNIA SS. COUNTY OF BUTTE ) nn On�i presotlly /r, 200 Publicic, appeared who proved to me on the basis of satisfactory evidence to be the person("hose name.(&) is/atesubscribed to the within instrument and acknowledged to me that he/sliey-executed the same in his/her/their-authorized capacity(ies)—,and that by his/h,edthe+l=signature(s)-on the instrument the person(s)—,—or the entity upon behalf of which the persons} acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. ALICE ANN MEFFORO C=nW10n +IF 1677"6 40 WITNESS my han and official seal. Notary PubW - caftenla kft county ilAyCMM- EXplas M 22.201 �gnature (Seal) Title Order Number: File Number: Exhibit "A" Real property in the unincorporated area of the County of Butte, State of California, described as follows: ALL THAT PORTION OF PARCEL 1 AND 2 AS THEY ARE SHOWN ON THE PARCEL MAP FILED IN BOOK 167 OF PARCEL MAPS, PAGES 4 THRU 6, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT A 3/4" IRON PIPE MARKING THE SOUTHWEST CORNER OF SAID PARCEL 2; THENCE ALONG THE WESTERLY BOUNDARY OF PARCEL 2, NORTH 37 DEG. 42' 36" WEST, 255.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE WESTERLY BOUNDARY OF PARCEL 2, NORTH 37 DEG. 42' 36" WEST, 342.54 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY OF KEEFER ROAD; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY, NORTH 71 DEG. 13'26" EAST, 200.06 FEET TO A 3/4" IRON PIPE TAGGED "RCE 22972"; THENCE LEAVING SAID SOUTHERLY RIGHT OF WAY, SOUTH 29 DEG. 47' 19" EAST, 103.14 FEET TO A 5/8" REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "LS 5712"; THENCE NORTH 71 DEG. 13' 26" EAST, 117.16 FEET TO A 5/8" REBAR WITH 1- 1/2" ALUMINUM CAP STAMPED "LS 5712"; THENCE SOUTH 29 DEG. 47' 19" EAST, 219.40 FEET TO A 5/8" REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "LS 5712'; THENCE SOUTH 69 DEG. 38' 15" WEST, 236.36 FEET TO A 5/8" REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "LS 5712"; THENCE CONTINUING SOUTH 69 DEG. 38' 15" WEST, A DISTANCE OF 31.43 FEET TO THE TRUE POINT OF BEGINNING. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE EAST LINE OF PARCELS 1 AND 2 SHOWN AS NORTH 29 DEG. 47' 19" WEST IN BOOK 167 OF PARCEL MAPS, PAGE 5. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, ROAD AND PUBLIC UTILITY PURPOSES OVER FELICIDAD LANE, AS SHOWN ON SAID MAP, EXCEPTING THEREFROM THAT PORTION OF LAND DESCRIBED IN QUITCLAIM DEED - EASEMENT ABANDONMENT RECORDED DECEMBER 1, 2006, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2006-63215, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ALL THAT PORTION OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 167 OF MAPS, AT PAGE(S) 4, 5, AND 6, DESCRIBED AS FOLLOWS: COMMENCING AT A 3/4" IRON PIPE MARKING THE SOUTHWEST CORNER OF SAID PARCEL 2; THENCE ALONG THE WESTERLY BOUNDARY OF PARCEL 2, NORTH 37 DEG. 42' 36" WEST 413.22 FEET TO A POINT; THENCE NORTH 71 DEG. 13' 26" EAST, 63.43 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 37 DEG. 42' 36" WEST, 63.44 FEET TO A POINT; THENCE NORTH 71 DEG. 13' 26" EAST, 119.57 FEET TO A POINT ON THE WESTERLY BOUNDARY OF PARCEL 1; THENCE ALONG THE WESTERLY BOUNDARY OF PARCEL 1 SOUTH 29 DEG. 47' 19" EAST, 61.13 FEET TO A.POINT; THENCE SOUTH 71 DEG. 13' 26" WEST, A DISTANCE OF 110.66 FEET TO THE TRUE POINT OF BEGINNING. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE EAST LINE OF PARCELS 1 AND 2 SHOWN AS NORTH 29 DEG. 47' 19" WEST IN BOOK 167 OF PARCEL MAPS, PAGE 5. THE ABOVE DESCRIBED PARCEL IS PURSUANT TO A LOT LINE ADJUSTMENT APPROVED BY THE COUNTY OF BUTTE, BY DEED RECORDED DECEMBER 12,.2006 UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2006-64936. APN: 047-320-065 (PORTION) and 047-320-066-000 (PORTION) M..:._,_W. w...:_......, 45 Few ( Ott 0 t/,&rL- et4►co , eAr o41 -32c> - o -o 1f BUTTE COUNTY BUILDING DIVISION APPROVED > pog>r Q0 N c vLaTe rooT� n�C, E.N. USE ONLY PWI Plea Atbchad E Ft.. Plan AlUet�ad E' Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 32,b - 04 Z Owner location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well ?� Clearance for dwelling. Other ,�oyly/ %ianlz? w�G c�,✓a��s �� Hold final for: K fnr• C� Aonlkl2c,-V Environmental Health Specialist Date 8/96 V i MM eo,co , ea - 041 -31®a orp �f -tee, FAC4 sm o S Eicn. mti .. UUTTE COUNTY BUILDING. DIVISION APPROVE!) poc>i cONCv �®Te,a� 3=11 x • zz� �• d m 70 ril 4e N b. V N � �Ci YDS i � �• a,N * z r0 n r :FLOOR PLAN GENERAL NOTES A FOUNDATION PLAN 'ti� yN FOUNDATION DETAILS ` PLOT PLAN rt LOCATION MAP ASSESSOR'S MAP `4 . O A C-7A.gAdl '87WIE ma S �tG 45 FELICIDAD L A55ESSOR5 PARCs i V -4- L-40 I,2' x 12' AT 2 POUR 10000 `PROVIDE 2'%2'x5/16- © " �• - MINIMUM OF (1) 04 BAR NG (SEG /806.1.1, I I Q1t`�j9 91 ^E A MINIMUM OF (1) *4 I I LS I Qy�jQJ 1iEx�ERIOR SLIDING t9EG 510.6. UE.GJ I I I I I RUN, HEADROOM, jtMEDIATE RALE I t U.B.GJ b i) 1 �D 25ob.1,U.BG. N L-200 DI ±71 8 ;)EAM5. ' CEILING HEIGHT q' 1 (,ARE INCHES. MINIMUM. 4 • 1 CERTIFIED BY CE.G. al ' fil R WITH A MINIMUM OF O i tt LOW FLOWBY CE4. (il 1�6A5 WATER HEATER FF CAPABLE OF GARAGE DOOR i OPENER }EDROOMS SHALL BE — — — — 5:R BEG. 210-12(B) m I ` I UCTIAiE51N KITCHEN i IINCAE OF MEGHAMGAL o I I r�IROOM5. GARAGE. co I 4"x4" 1=11 COMPLY WITH THE PF# 1 DRM MECHANICAL I POST j iG. SEC, 510.4. L I CONFORMANCE ry Q 10000 Q�Qryoj I cl 2 spry jCONTROLS. i ' L-40 zJJ Y CAL.C5 FOR 44'-0` L -6A' v404OL5 NOPEI-M CEILING HEIGHT q' o; mI L -20A' GARAGE DOOR OPENER / I / i I I / I I / I / 1 4 I / 4'x4" OF* 1 I ' 2,05'r I I A Sia 3 Q10080 2 1,04p ' 2 L-2.6' ' L-2.6' Q L -4A' A o; mI L -20A' A 248 �oA ppa C -O ti eC,;O weio VIP COP I mac, p vEpmnvironmental Hezit's-, Ap Uff -4 Loo FEP Chs C: Vp\Q u e -I �17 4:(;> F.G Ll C L L>a T� LA -,,,e CA � I..P -Z 11 Olt w • 1 13 O 5 O 16-0 2-O 13-4 121-t3 '1/-O 4-2w 121_ 4• 26-0" -Q xbtw-zzzp� Ill >xp< v p d w { IC t w a t r - w So -ON 10'-4 6 4 6 4 1 11 5 1 f0 -r 3 4 - 11 8 b O 8 O ►- Q -ma, z �_u,z wz �z z p L -41-41)w< 0 J tp w Ln M wi v azz a x �w0 PH x Z w 4060Mt _ -- i1- K W 0 _ „. ZC1wKin� aC _ � w , w d >- H e A P Z PROVIDE 1 BEDROOM WINDOW WITH _ OVID MINIMUM OPENING DIMENSION OF 24" M OF A Q IGH BY 20- WIDE 5.1 :SOFT AREA SEA T T " 1 11 AND 44 MAXIMUM SILL HEI&HT. f PLAT HE IGHT t'ROViDE SAFTEY GLASS IF BOTTOM OF EXPOSED � ED&E OF 6LAZIN& LESpS? THAN t�f6*0 ABOVE A ! STANDIN6 AG RATI'1 1NL E 1".-. """.err_. , X b �L P Z. BEDROOM E OiaRO — — — — CARPET FLOOR MIRROR : 1 • • -. • � to �� - `.— _ s ,�M TOP AT 8 IO a 10 OP h t A ,T, 1 P T HEIGHT 6 B TILE TOP a SPLASH 1 LA O il• )Ad • E' U 1506 13 I -FOLD DOORS B D R - A ..TER BATH ppf t M 5 �y i TILE FLOOR V • P d bob rROVG7L/6AGi1:INS FORI / tf++ Q � ? ( i.- A M f „ . T1R Nh0 O rorteL GARS • 44 a I CLOSET ABOVE '�' rt t DOOR di=tuxV� 4 < F- x �i m >�wt- o wa U w z l v< W of I Ru Vt x*—x x i<t-�l- R--=* on L� Mgr vg t4 v t � f i� C1 i3 A Q r OAPkTY - • DOUBLE SHELF a OLE 10 D P rj GLA"t N ENGL .PORCH _ : N j11r1/ LINEN 1 Z66�0 i U� / 1 F- MIRROR CONCRETE FLOOR w < s11t1 ,•.fQr 1t` AOOaJ�1• � 0 }• 'b !Q1 GEILIN6 rSTUCCOi - 1 to WW 0til NOOK f�N ,pTOW• ELRM6•S...4 -T eYArc. tclNesLPI OR - - 0 p2460 to O TILE FLOOR I0 XTOILET RM r TILE FLOOR Q o 1 GEILIN6 HALL TOP a !P1 -ASH I CBATHBH WEARPET4 TILE FLOOR 15 tot .• t .A. Cx.O. NaF. I.R..�,.M� S.. H_ ,.,E.,L.V. , En. S .. W. rIT, £ �H OwWN ,E.R Ana PROVIDE (2) 501D FIXED op 1 FLOOR TILE SHOWtrRovDeT.P. 6LA55 WINDOWS ABOVE TO r I TRANSOM towEL sAese.•CLOSET N 12080 1 A80VE N . x Z. r DOOR D r,LAls>,!!NGL 0068 50815 _41 e�PeTY T.P. dObO _ lObb It CEILING TO p x4 P ST IN WALL / RAISED 4 O SL INb SAFETY e ID 4 q T THIS AREA o A EA INb T r t,` ODOOR q t L � M 1 S O R �1 CLA 9 D O 1 - i w _ AR o B 13 2 Tub � a►lolaete � 14 m a I �✓ J -TILE TO is BEAO .1 1 TOILET M BOTTOM, e • O 26615 TOM . T � -„ I WOOD MANTLE I HVACPRA SM ABOVE P*DE 1 BEDROOM W NDOWYIITH t =N;.. •• , MINIMUM OPENIN6 DIMENSION N OF 2 4 TILE HEAR TH 1 DOOR UNIT Pdb, HI H BY 20" Y41PE. 5.7 SOFT AREA PER MFG. e N L a Lt 1QQUi AND 44 MAXIMUM SILL HE EGHT. ' O GRAN ITE6A5 FIREPLACE TOP Nt pJINSTALLED PER O ` ��{— I1BEAM - BOTTOM AT SPLASH r „ SPECS VOL OINK a fN - DIgrOSAL 1 �„ 4w so_en 2/12 2�12 Mr -4W wAve1 PLATE HEIGHT fO �O , rrV,, unr I O r- 1 f OVER OVEN t _ 1 1 � D' BEDROOM J E 0 � � .at MASTER BDRM TRASH CARPET 1=LooR la t- .- I r I GARAGE 11.I coMrActoR o r. x CARPET FLOOR N O SLAB FLOOR A � VAULTED GE11-1NG T' o n CONCRETE N J VA D ENTERTAINMENT : dZ - i-� x `'t,1�r PROVIDE 1 BEDROOM WINDOW WITH O I LI Y INC coc>tcTOP O REPttkSERATOR I O r.r I « f — CENTER - - — — EN CARPET FLOOR o NI NIMUM OPENING DIM 510N OF 24 J 1 � 5 n 1 1 GEILIN6 HIGH BY 20 WIDE, 5.1. QFT AREA, t d f - to _ 1 d? AND 44 MAX IMUM SILL HEIGHT. D ND � v N Z � P �.l I KITCHEN I _t b O PONT IN Am 1 TILE FLOOR 0 BEAM w / E ” 1 a AL 0 0 _ _ 4X4 POST IN WALL p1- _ O 1O' 4 I S I O ( 1 GEILIN6 h 1 l.. I _ J . t N 1 wi ` 1 w &ARA6E _ .. z m 0 4 1 O 4 1 8 4 U to 4 :( DOOR h t i 1 1 lu - s It r i � OPENER , O BI F Lt DOORS Q 1„ .. ISLAND 40 � HALF o s O V 6 X4 I !�. 4 16 b - b , . o L � 1 4 x.F OP GEILi 6 TO D w be 60 t OST IN DR N _ LITE NSOM 1 a -, _ J p r t IN I tt' _ POST E COLUMNS, GSE ABQV GOL N 0. 30X22 CLOSET' � DOOR V ALL a 4i b 1 a tt t11IL tuj t` ALL 'W 4 t A CENTER t ARGW TO q T I ED 1O COLUMN ATTIC, _ _ d 1 /,1'- 0 COLUMN 4' . N A 4 1 N 1�1 E55 y AGG U LE .SHELF a LE -1 N o B ro L I � SEE DETAI : > D2660 •- - - _1�to FOR F.A.U. 4 �.�. � , ..,. .. .. -.. : • .. .�.. ri,_�, V Y 1 � . to x : ,,. ,. ! d _ 1 -� 0 INSTALLATION PANTRY Q�L 1 I i :r- J TOILET I �i d' tlIi UPPER UPrER , W IU ' R ITH .� _ ... _ _ _ _ _ ... J TILE FLOOR A ER HEATER W ( LAUNDRY t •3O GAL CAS W T ARCH d IL 1 9 X22 I O LINEN � a rRovIDE t IovouTLeT, � TRAY to N • • WH P.T. VALVE DISCHARGE TO _ = HALL i L16N1 • errrtaH FOR AtTIG 5 SHELVES J I TTIG HUTCH 1 �--� h O OUTSIDE W/ S�IISMIG STRAPS TOr u+ CARPET 1 a MouNTeD PJW. n 1 ACCESS 6060 AND BOTTOM. VENT THRU ROOF I ._-.�. r.__— _-------- PORMIGATOP — u — — — .. WASHER O - s 1 FLOOR I DRYER LAUNDRY. T P AMC)OVIDE BARRIER FROM/ r r .1 . . v N, — - — - — — s Ace veNt ro f TRAY _ RGH _ 1 I _ 1 R AMA6E. VEHICULAR D e E > ETA( 1 SEAM ouTem 1 SEE D a GONG FL A CLOSET T I B M AIR 1 A E AGE DOOR i ALL FINISHED GAR D `. 1 N TRANSOIM r� LAUND RY 1 • m F.A.U.FI ' FOR « 4 PROVIDE E STUCCO GL , 5 U O 6. OR I t1- z CARPET FLOOR t m 6 AT At30VE rROYfDE SOLID BLOGKIIV , E O PENiNb TO BE 1 SHORTER n IA TL FLOOR 7 V ` p ( TILE FLOOR a TILE F1 -GOR - LLATIhN T lu INSTA GIRGULATINb PUMP I DooR n M 1 ER OF DOOR FROM n a ARROWER GENT n IN HEI6H 1 2 N24 > , a _ HVAC ,----- --- r I i , -� 1 O 4 « , OUTLET. m MINIMUM rRavtDE t tov �� ID HOF GARAGE HEADER TOA �. S iu THAN W T L GOND N INC E 1 rr FOR ATTIC asW r LIGHT GH I N , PROVIDE PLUMB( 6 OR P YID T OF O ABOVE Or D UNIT � OwROVIMACKNDE DOOR SIZE. - n PN i D Z t3NeLVelS Z POt ES MOUNTED F.A.U.PIJX — d 'y OR WATER—._�—_.-- -----..._._.—_.._— fit+ t MICA T POR OP W LE • POR TO EL TI SOFTN 1 TOPReL RtNb • 1 1 Z WALL ARGN ER SEAM N CARE a 44 DWI TVI•. E TRY ``� CARPE ��ba M 1 � EKTRI MIRROR ■ toe.Er 6t~ 1 � LINEN � ZX t GOATS BILE FLOOR Q e r - 1 � dl r 1 . r I t a i t 1 R : 6 AdE FLOOR O AR _ L � f NOTE HOLD W - 1 1 GEI INC O 1 J L A to o'b'i. UPPER ..nl n � i N Sar � 6 J � � Z 60 >+t'4 BACK SO THAT DOOR LANDS o � N Nb2 r VI E K YLE59 o T.P. tA.E TOP a O D " � ! P. ST IN ON APRON 9/4 BELOW - � o :SH 1 ��--.... _. AL � L O F- BATH. TRANSOM A E FLOOR s 4 ( � GAR 6 O 1 tl1 1j'V OI! ADOVE w W TILE FLO a X O I 4 / r ob i 1 M 1 » J � I 1 tr _ _ .t DOOR r r r .- _ from 4 6 12 b eAucn+ls P 2 7 O ritovtDE b xb 8 4 Q 1 _ F BEAM t H h • TOWEL BARS 44 I b . - PoSr IN a , 1ll TYPICAL R • NOTE. HOLD GARAGE FLOOR N 1U >I WALL M ANTI.E s SOFFIT GEILIN6 TO BACK 50 THAT DOOM LANDS lu2 660 I • .- E ....-.--........rr_ -.-- t 1.► a 1 1 O' AT THIS LIN ON APRON 9/4 BELOW pp DOUBLE SHELF POLE .. T�® ,: AGE N AS FIREPL `t 6 -, , &ARA6E FLOOR. i t TRANSOM. r , - - _ _ ER MF&. a E -- ----- P eov _ _ _ - INSTALLED A _ I1N TA b CLOSET DooR b10PX 16.119FX 1 1 O' AT THIS !SPECS POST IN soba db O , NJ a FETY 6A IN ', , SAFETY DIN G L AREA 6 T OOR 1 PROVIDE SOL BLOGKIN A I 6 S r FL b ASS LAs� CARPET 61- � _ i E /'� G LATER Or FROM /' / .DOOR F � 1 1 GEILIN I _ � 4 � " 1 A OF 14 ( SEAM _ HE DER TO A MINIMUM • 1610 S 610 1610 / ._.� BI OL DOORS F DD i b Xb TYPICAL/ or ,. ABOVE T Or DOOR r j FIXED CLAS WINDOW'! ABOVE rn (GAL r 9L V <I r POST IN 1 ( WALL �3 M - " I � T 4 1 N 1 r 1 1 w ' / r b Xb 10'bA t ► r _ I► _ 4 4 2 b s s O b o i I•.! AREA 3 PoSr IN TH ZZ .. L t V 6 A6 ` AR E i a V l WALL 0 r/ I . b 1 DOOR a b �'_GARAGE(J OPENERTF-CH NGRETD D ..r _ ..-.-... .-{.-.—. CONCRETE !SLAB rLOOR AB FLOOR. v ' O Ir _ r t FAMILY BEDROOM _ I al , CARPET FLOOR .: CARPET FLOOR q GEILIN6 N b x6 ) I _ IN PRVIDE 1 HOUR PROTECTION N.l, r FINISHED GARAGE DOOR � r � � 1 O' -b ,: ON GARAGE SIDE OF COMMON I �,"m WALL - -- . - O NC TO B _ SHORTER � ! PENT � 1 5 OR IA , o b AT s1 _Ft �i ` 3505 - ou Sq Ft THIS W LL TOGETHER WITH ii t r " S i IN HE CHT a N RRO E ,, • i HIS AREA 1 2 A W R 4 tr THIS _ 1 O« D.F. 1 HEADS 1, x FILE ( �► LiVEA AREA SE F CLOSING 1 9/8 THICK .}� 1 J _ 'Y V r '1;1 O 3 Q THAN WIDTH OF GARAGE 5' IN O W N11TH U S4 DiW D \ y to - GORE E 1 BEDROOM S 1 RE t NN w D GO DOOR G LAVAS AW I - i A OR SIZE. 12 3 � Do F 4 MINIMUM OPENING DIMENSION O 2 ARGW _. ELEVATION SOFT SEE EL VAT( N „w. O" WiD 3.7 A TYPICAL 1 HBY2 A. H 6 >« I SLAM ? T � ;... 4` SqFt MAXIMUM SILL HEI6H 14 8 :AND 44 C EAM G r. i 7Yri GAL _ 1 PH _ 6ARA6E rYl•IGAL N POST N 1- L V � _ P' i, _ . WALL 1 60401-75 t - � t 515 1=t dit 601 O FIXED RE b ve o 6LA55 ABOVE I • P Z PATIO 1 L 6 d >r P : L s I L 4 4 a Z 6 , �1 4 11 bX ; AY'INiN6 ro5r IN\CANVASy —�- DATE: tSEE I ELEVATION WALL 1 r t PAZ 004 I N -ri25i2 A l..- 0 sosos3H aoeor x SCALE. r ELECTRICAL Z O.OSH SERVICE HOWN a QZ S •L __- -- - - - - -- -- -'-- R E MET 4 6 Ip gz SIC b O0 aO CANVAS AWNING 1 SEE ELEVATION r obar I e x Io 0 - V- II 9 6 V N I. 6 '7'-4" so -ON g r O 5 r 6 b r O 8 r 8 sr4 dr 4 3r8 4 PARM24 1O " 241O " 251-60 I 14 8 ' _{ I FLOOR I FLA L 4 l I x x SCALE. 1/4' V-0" NOTE: GEILINC PLATE HlEI&Hr5 qUNLESS OTHE WSE NOTED. GO'YRSMT 240 WINDOW SGHEDULE Q Y SIZE DE5GRIPTION 2 1 610FX FIXED 6LA55 2 20605H 5CLE HUN 1 G N 2 9050LS LEFT 5LIDIN6 1 6040L5 LEFT 5LIDIN6 1 404OLS LEFT SLIDIN6 1 40.16FX FIXED 6LA55 1 405OR5 RIGHT 5LIDIN6 1 505085 RIGHT 5LIDIN6 1 5000 EX EXT. 5LIDER-6LA55 1 5060R5 RICHT 5LI17IN6 1 4050FX FIXED &LA55 1 6060 EX q - EXT. _ LIDS R 6LA55 2 120505H SIN&LE HUN& 1 601 OFX FIXED 6LA55 1 56 1 OFX FIXED 6LA55 Z 16 1 OFX FIXED &LA55 2 5010 FX E FIXED 6LA55 2 50501-5 LEFT SLI DINC 4 90401-5 LEFT SL IDIN& 1 1 2000 EX EXT. TRIPLE SLIDER-6LA55 1 40601-5 LEFT 9LIDIN& 1 15060FX FIXED 6LA55 1 1406OR5 I RIGHT 5LIDIN6 di=tuxV� 4 < F- x �i m >�wt- o wa U w z l v< W of I Ru Vt x*—x x i<t-�l- R--=* on L� Mgr vg t4 v t � f i� C1 i3 A Q r OAPkTY - • DOUBLE SHELF a OLE 10 D P rj GLA"t N ENGL .PORCH _ : N j11r1/ LINEN 1 Z66�0 i U� / 1 F- MIRROR CONCRETE FLOOR w < s11t1 ,•.fQr 1t` AOOaJ�1• � 0 }• 'b !Q1 GEILIN6 rSTUCCOi - 1 to WW 0til NOOK f�N ,pTOW• ELRM6•S...4 -T eYArc. tclNesLPI OR - - 0 p2460 to O TILE FLOOR I0 XTOILET RM r TILE FLOOR Q o 1 GEILIN6 HALL TOP a !P1 -ASH I CBATHBH WEARPET4 TILE FLOOR 15 tot .• t .A. Cx.O. NaF. I.R..�,.M� S.. H_ ,.,E.,L.V. , En. S .. W. rIT, £ �H OwWN ,E.R Ana PROVIDE (2) 501D FIXED op 1 FLOOR TILE SHOWtrRovDeT.P. 6LA55 WINDOWS ABOVE TO r I TRANSOM towEL sAese.•CLOSET N 12080 1 A80VE N . x Z. r DOOR D r,LAls>,!!NGL 0068 50815 _41 e�PeTY T.P. dObO _ lObb It CEILING TO p x4 P ST IN WALL / RAISED 4 O SL INb SAFETY e ID 4 q T THIS AREA o A EA INb T r t,` ODOOR q t L � M 1 S O R �1 CLA 9 D O 1 - i w _ AR o B 13 2 Tub � a►lolaete � 14 m a I �✓ J -TILE TO is BEAO .1 1 TOILET M BOTTOM, e • O 26615 TOM . T � -„ I WOOD MANTLE I HVACPRA SM ABOVE P*DE 1 BEDROOM W NDOWYIITH t =N;.. •• , MINIMUM OPENIN6 DIMENSION N OF 2 4 TILE HEAR TH 1 DOOR UNIT Pdb, HI H BY 20" Y41PE. 5.7 SOFT AREA PER MFG. e N L a Lt 1QQUi AND 44 MAXIMUM SILL HE EGHT. ' O GRAN ITE6A5 FIREPLACE TOP Nt pJINSTALLED PER O ` ��{— I1BEAM - BOTTOM AT SPLASH r „ SPECS VOL OINK a fN - DIgrOSAL 1 �„ 4w so_en 2/12 2�12 Mr -4W wAve1 PLATE HEIGHT fO �O , rrV,, unr I O r- 1 f OVER OVEN t _ 1 1 � D' BEDROOM J E 0 � � .at MASTER BDRM TRASH CARPET 1=LooR la t- .- I r I GARAGE 11.I coMrActoR o r. x CARPET FLOOR N O SLAB FLOOR A � VAULTED GE11-1NG T' o n CONCRETE N J VA D ENTERTAINMENT : dZ - i-� x `'t,1�r PROVIDE 1 BEDROOM WINDOW WITH O I LI Y INC coc>tcTOP O REPttkSERATOR I O r.r I « f — CENTER - - — — EN CARPET FLOOR o NI NIMUM OPENING DIM 510N OF 24 J 1 � 5 n 1 1 GEILIN6 HIGH BY 20 WIDE, 5.1. QFT AREA, t d f - to _ 1 d? AND 44 MAX IMUM SILL HEIGHT. D ND � v N Z � P �.l I KITCHEN I _t b O PONT IN Am 1 TILE FLOOR 0 BEAM w / E ” 1 a AL 0 0 _ _ 4X4 POST IN WALL p1- _ O 1O' 4 I S I O ( 1 GEILIN6 h 1 l.. I _ J . t N 1 wi ` 1 w &ARA6E _ .. z m 0 4 1 O 4 1 8 4 U to 4 :( DOOR h t i 1 1 lu - s It r i � OPENER , O BI F Lt DOORS Q 1„ .. ISLAND 40 � HALF o s O V 6 X4 I !�. 4 16 b - b , . o L � 1 4 x.F OP GEILi 6 TO D w be 60 t OST IN DR N _ LITE NSOM 1 a -, _ J p r t IN I tt' _ POST E COLUMNS, GSE ABQV GOL N 0. 30X22 CLOSET' � DOOR V ALL a 4i b 1 a tt t11IL tuj t` ALL 'W 4 t A CENTER t ARGW TO q T I ED 1O COLUMN ATTIC, _ _ d 1 /,1'- 0 COLUMN 4' . N A 4 1 N 1�1 E55 y AGG U LE .SHELF a LE -1 N o B ro L I � SEE DETAI : > D2660 •- - - _1�to FOR F.A.U. 4 �.�. � , ..,. .. .. -.. : • .. .�.. ri,_�, V Y 1 � . to x : ,,. ,. ! d _ 1 -� 0 INSTALLATION PANTRY Q�L 1 I i :r- J TOILET I �i d' tlIi UPPER UPrER , W IU ' R ITH .� _ ... _ _ _ _ _ ... J TILE FLOOR A ER HEATER W ( LAUNDRY t •3O GAL CAS W T ARCH d IL 1 9 X22 I O LINEN � a rRovIDE t IovouTLeT, � TRAY to N • • WH P.T. VALVE DISCHARGE TO _ = HALL i L16N1 • errrtaH FOR AtTIG 5 SHELVES J I TTIG HUTCH 1 �--� h O OUTSIDE W/ S�IISMIG STRAPS TOr u+ CARPET 1 a MouNTeD PJW. n 1 ACCESS 6060 AND BOTTOM. VENT THRU ROOF I ._-.�. r.__— _-------- PORMIGATOP — u — — — .. WASHER O - s 1 FLOOR I DRYER LAUNDRY. T P AMC)OVIDE BARRIER FROM/ r r .1 . . v N, — - — - — — s Ace veNt ro f TRAY _ RGH _ 1 I _ 1 R AMA6E. VEHICULAR D e E > ETA( 1 SEAM ouTem 1 SEE D a GONG FL A CLOSET T I B M AIR 1 A E AGE DOOR i ALL FINISHED GAR D `. 1 N TRANSOIM r� LAUND RY 1 • m F.A.U.FI ' FOR « 4 PROVIDE E STUCCO GL , 5 U O 6. OR I t1- z CARPET FLOOR t m 6 AT At30VE rROYfDE SOLID BLOGKIIV , E O PENiNb TO BE 1 SHORTER n IA TL FLOOR 7 V ` p ( TILE FLOOR a TILE F1 -GOR - LLATIhN T lu INSTA GIRGULATINb PUMP I DooR n M 1 ER OF DOOR FROM n a ARROWER GENT n IN HEI6H 1 2 N24 > , a _ HVAC ,----- --- r I i , -� 1 O 4 « , OUTLET. m MINIMUM rRavtDE t tov �� ID HOF GARAGE HEADER TOA �. S iu THAN W T L GOND N INC E 1 rr FOR ATTIC asW r LIGHT GH I N , PROVIDE PLUMB( 6 OR P YID T OF O ABOVE Or D UNIT � OwROVIMACKNDE DOOR SIZE. - n PN i D Z t3NeLVelS Z POt ES MOUNTED F.A.U.PIJX — d 'y OR WATER—._�—_.-- -----..._._.—_.._— fit+ t MICA T POR OP W LE • POR TO EL TI SOFTN 1 TOPReL RtNb • 1 1 Z WALL ARGN ER SEAM N CARE a 44 DWI TVI•. E TRY ``� CARPE ��ba M 1 � EKTRI MIRROR ■ toe.Er 6t~ 1 � LINEN � ZX t GOATS BILE FLOOR Q e r - 1 � dl r 1 . r I t a i t 1 R : 6 AdE FLOOR O AR _ L � f NOTE HOLD W - 1 1 GEI INC O 1 J L A to o'b'i. UPPER ..nl n � i N Sar � 6 J � � Z 60 >+t'4 BACK SO THAT DOOR LANDS o � N Nb2 r VI E K YLE59 o T.P. tA.E TOP a O D " � ! P. ST IN ON APRON 9/4 BELOW - � o :SH 1 ��--.... _. AL � L O F- BATH. TRANSOM A E FLOOR s 4 ( � GAR 6 O 1 tl1 1j'V OI! ADOVE w W TILE FLO a X O I 4 / r ob i 1 M 1 » J � I 1 tr _ _ .t DOOR r r r .- _ from 4 6 12 b eAucn+ls P 2 7 O ritovtDE b xb 8 4 Q 1 _ F BEAM t H h • TOWEL BARS 44 I b . - PoSr IN a , 1ll TYPICAL R • NOTE. HOLD GARAGE FLOOR N 1U >I WALL M ANTI.E s SOFFIT GEILIN6 TO BACK 50 THAT DOOM LANDS lu2 660 I • .- E ....-.--........rr_ -.-- t 1.► a 1 1 O' AT THIS LIN ON APRON 9/4 BELOW pp DOUBLE SHELF POLE .. T�® ,: AGE N AS FIREPL `t 6 -, , &ARA6E FLOOR. i t TRANSOM. r , - - _ _ ER MF&. a E -- ----- P eov _ _ _ - INSTALLED A _ I1N TA b CLOSET DooR b10PX 16.119FX 1 1 O' AT THIS !SPECS POST IN soba db O , NJ a FETY 6A IN ', , SAFETY DIN G L AREA 6 T OOR 1 PROVIDE SOL BLOGKIN A I 6 S r FL b ASS LAs� CARPET 61- � _ i E /'� G LATER Or FROM /' / .DOOR F � 1 1 GEILIN I _ � 4 � " 1 A OF 14 ( SEAM _ HE DER TO A MINIMUM • 1610 S 610 1610 / ._.� BI OL DOORS F DD i b Xb TYPICAL/ or ,. ABOVE T Or DOOR r j FIXED CLAS WINDOW'! ABOVE rn (GAL r 9L V <I r POST IN 1 ( WALL �3 M - " I � T 4 1 N 1 r 1 1 w ' / r b Xb 10'bA t ► r _ I► _ 4 4 2 b s s O b o i I•.! AREA 3 PoSr IN TH ZZ .. L t V 6 A6 ` AR E i a V l WALL 0 r/ I . b 1 DOOR a b �'_GARAGE(J OPENERTF-CH NGRETD D ..r _ ..-.-... .-{.-.—. CONCRETE !SLAB rLOOR AB FLOOR. v ' O Ir _ r t FAMILY BEDROOM _ I al , CARPET FLOOR .: CARPET FLOOR q GEILIN6 N b x6 ) I _ IN PRVIDE 1 HOUR PROTECTION N.l, r FINISHED GARAGE DOOR � r � � 1 O' -b ,: ON GARAGE SIDE OF COMMON I �,"m WALL - -- . - O NC TO B _ SHORTER � ! PENT � 1 5 OR IA , o b AT s1 _Ft �i ` 3505 - ou Sq Ft THIS W LL TOGETHER WITH ii t r " S i IN HE CHT a N RRO E ,, • i HIS AREA 1 2 A W R 4 tr THIS _ 1 O« D.F. 1 HEADS 1, x FILE ( �► LiVEA AREA SE F CLOSING 1 9/8 THICK .}� 1 J _ 'Y V r '1;1 O 3 Q THAN WIDTH OF GARAGE 5' IN O W N11TH U S4 DiW D \ y to - GORE E 1 BEDROOM S 1 RE t NN w D GO DOOR G LAVAS AW I - i A OR SIZE. 12 3 � Do F 4 MINIMUM OPENING DIMENSION O 2 ARGW _. ELEVATION SOFT SEE EL VAT( N „w. O" WiD 3.7 A TYPICAL 1 HBY2 A. H 6 >« I SLAM ? T � ;... 4` SqFt MAXIMUM SILL HEI6H 14 8 :AND 44 C EAM G r. i 7Yri GAL _ 1 PH _ 6ARA6E rYl•IGAL N POST N 1- L V � _ P' i, _ . WALL 1 60401-75 t - � t 515 1=t dit 601 O FIXED RE b ve o 6LA55 ABOVE I • P Z PATIO 1 L 6 d >r P : L s I L 4 4 a Z 6 , �1 4 11 bX ; AY'INiN6 ro5r IN\CANVASy —�- DATE: tSEE I ELEVATION WALL 1 r t PAZ 004 I N -ri25i2 A l..- 0 sosos3H aoeor x SCALE. r ELECTRICAL Z O.OSH SERVICE HOWN a QZ S •L __- -- - - - - -- -- -'-- R E MET 4 6 Ip gz SIC b O0 aO CANVAS AWNING 1 SEE ELEVATION r obar I e x Io 0 - V- II 9 6 V N I. 6 '7'-4" so -ON g r O 5 r 6 b r O 8 r 8 sr4 dr 4 3r8 4 PARM24 1O " 241O " 251-60 I 14 8 ' _{ I FLOOR I FLA L 4 l I x x SCALE. 1/4' V-0" NOTE: GEILINC PLATE HlEI&Hr5 qUNLESS OTHE WSE NOTED. GO'YRSMT 240 _ DOOR SCHEDULE. QTY SIZE DESCRIPTION 5 2660 4 -PANEL 1 2260 4-10ANEL 1 2066 4 -PANEL 1 2060 HINGED 6LA55 1 9660 EXT. 6 PANEL 2 6060 BIFOLD PANEL. 1 0060 BIFOLD-PANEL 4 2460 4 -PANEL 4 5060 4 -PANEL 1 2066 EXT. 6 PANEL 1 2460 EXT. 6 PANEL 1 12565 EXT. HIN6ED-6LA55 di=tuxV� 4 < F- x �i m >�wt- o wa U w z l v< W of I Ru Vt x*—x x i<t-�l- R--=* on L� Mgr vg t4 v t � f i� C1 i3 A Q r OAPkTY - • DOUBLE SHELF a OLE 10 D P rj GLA"t N ENGL .PORCH _ : N j11r1/ LINEN 1 Z66�0 i U� / 1 F- MIRROR CONCRETE FLOOR w < s11t1 ,•.fQr 1t` AOOaJ�1• � 0 }• 'b !Q1 GEILIN6 rSTUCCOi - 1 to WW 0til NOOK f�N ,pTOW• ELRM6•S...4 -T eYArc. tclNesLPI OR - - 0 p2460 to O TILE FLOOR I0 XTOILET RM r TILE FLOOR Q o 1 GEILIN6 HALL TOP a !P1 -ASH I CBATHBH WEARPET4 TILE FLOOR 15 tot .• t .A. Cx.O. NaF. I.R..�,.M� S.. H_ ,.,E.,L.V. , En. S .. W. rIT, £ �H OwWN ,E.R Ana PROVIDE (2) 501D FIXED op 1 FLOOR TILE SHOWtrRovDeT.P. 6LA55 WINDOWS ABOVE TO r I TRANSOM towEL sAese.•CLOSET N 12080 1 A80VE N . x Z. r DOOR D r,LAls>,!!NGL 0068 50815 _41 e�PeTY T.P. dObO _ lObb It CEILING TO p x4 P ST IN WALL / RAISED 4 O SL INb SAFETY e ID 4 q T THIS AREA o A EA INb T r t,` ODOOR q t L � M 1 S O R �1 CLA 9 D O 1 - i w _ AR o B 13 2 Tub � a►lolaete � 14 m a I �✓ J -TILE TO is BEAO .1 1 TOILET M BOTTOM, e • O 26615 TOM . T � -„ I WOOD MANTLE I HVACPRA SM ABOVE P*DE 1 BEDROOM W NDOWYIITH t =N;.. •• , MINIMUM OPENIN6 DIMENSION N OF 2 4 TILE HEAR TH 1 DOOR UNIT Pdb, HI H BY 20" Y41PE. 5.7 SOFT AREA PER MFG. e N L a Lt 1QQUi AND 44 MAXIMUM SILL HE EGHT. ' O GRAN ITE6A5 FIREPLACE TOP Nt pJINSTALLED PER O ` ��{— I1BEAM - BOTTOM AT SPLASH r „ SPECS VOL OINK a fN - DIgrOSAL 1 �„ 4w so_en 2/12 2�12 Mr -4W wAve1 PLATE HEIGHT fO �O , rrV,, unr I O r- 1 f OVER OVEN t _ 1 1 � D' BEDROOM J E 0 � � .at MASTER BDRM TRASH CARPET 1=LooR la t- .- I r I GARAGE 11.I coMrActoR o r. x CARPET FLOOR N O SLAB FLOOR A � VAULTED GE11-1NG T' o n CONCRETE N J VA D ENTERTAINMENT : dZ - i-� x `'t,1�r PROVIDE 1 BEDROOM WINDOW WITH O I LI Y INC coc>tcTOP O REPttkSERATOR I O r.r I « f — CENTER - - — — EN CARPET FLOOR o NI NIMUM OPENING DIM 510N OF 24 J 1 � 5 n 1 1 GEILIN6 HIGH BY 20 WIDE, 5.1. QFT AREA, t d f - to _ 1 d? AND 44 MAX IMUM SILL HEIGHT. D ND � v N Z � P �.l I KITCHEN I _t b O PONT IN Am 1 TILE FLOOR 0 BEAM w / E ” 1 a AL 0 0 _ _ 4X4 POST IN WALL p1- _ O 1O' 4 I S I O ( 1 GEILIN6 h 1 l.. I _ J . t N 1 wi ` 1 w &ARA6E _ .. z m 0 4 1 O 4 1 8 4 U to 4 :( DOOR h t i 1 1 lu - s It r i � OPENER , O BI F Lt DOORS Q 1„ .. ISLAND 40 � HALF o s O V 6 X4 I !�. 4 16 b - b , . o L � 1 4 x.F OP GEILi 6 TO D w be 60 t OST IN DR N _ LITE NSOM 1 a -, _ J p r t IN I tt' _ POST E COLUMNS, GSE ABQV GOL N 0. 30X22 CLOSET' � DOOR V ALL a 4i b 1 a tt t11IL tuj t` ALL 'W 4 t A CENTER t ARGW TO q T I ED 1O COLUMN ATTIC, _ _ d 1 /,1'- 0 COLUMN 4' . N A 4 1 N 1�1 E55 y AGG U LE .SHELF a LE -1 N o B ro L I � SEE DETAI : > D2660 •- - - _1�to FOR F.A.U. 4 �.�. � , ..,. .. .. -.. : • .. .�.. ri,_�, V Y 1 � . to x : ,,. ,. ! d _ 1 -� 0 INSTALLATION PANTRY Q�L 1 I i :r- J TOILET I �i d' tlIi UPPER UPrER , W IU ' R ITH .� _ ... _ _ _ _ _ ... J TILE FLOOR A ER HEATER W ( LAUNDRY t •3O GAL CAS W T ARCH d IL 1 9 X22 I O LINEN � a rRovIDE t IovouTLeT, � TRAY to N • • WH P.T. VALVE DISCHARGE TO _ = HALL i L16N1 • errrtaH FOR AtTIG 5 SHELVES J I TTIG HUTCH 1 �--� h O OUTSIDE W/ S�IISMIG STRAPS TOr u+ CARPET 1 a MouNTeD PJW. n 1 ACCESS 6060 AND BOTTOM. VENT THRU ROOF I ._-.�. r.__— _-------- PORMIGATOP — u — — — .. WASHER O - s 1 FLOOR I DRYER LAUNDRY. T P AMC)OVIDE BARRIER FROM/ r r .1 . . v N, — - — - — — s Ace veNt ro f TRAY _ RGH _ 1 I _ 1 R AMA6E. VEHICULAR D e E > ETA( 1 SEAM ouTem 1 SEE D a GONG FL A CLOSET T I B M AIR 1 A E AGE DOOR i ALL FINISHED GAR D `. 1 N TRANSOIM r� LAUND RY 1 • m F.A.U.FI ' FOR « 4 PROVIDE E STUCCO GL , 5 U O 6. OR I t1- z CARPET FLOOR t m 6 AT At30VE rROYfDE SOLID BLOGKIIV , E O PENiNb TO BE 1 SHORTER n IA TL FLOOR 7 V ` p ( TILE FLOOR a TILE F1 -GOR - LLATIhN T lu INSTA GIRGULATINb PUMP I DooR n M 1 ER OF DOOR FROM n a ARROWER GENT n IN HEI6H 1 2 N24 > , a _ HVAC ,----- --- r I i , -� 1 O 4 « , OUTLET. m MINIMUM rRavtDE t tov �� ID HOF GARAGE HEADER TOA �. S iu THAN W T L GOND N INC E 1 rr FOR ATTIC asW r LIGHT GH I N , PROVIDE PLUMB( 6 OR P YID T OF O ABOVE Or D UNIT � OwROVIMACKNDE DOOR SIZE. - n PN i D Z t3NeLVelS Z POt ES MOUNTED F.A.U.PIJX — d 'y OR WATER—._�—_.-- -----..._._.—_.._— fit+ t MICA T POR OP W LE • POR TO EL TI SOFTN 1 TOPReL RtNb • 1 1 Z WALL ARGN ER SEAM N CARE a 44 DWI TVI•. E TRY ``� CARPE ��ba M 1 � EKTRI MIRROR ■ toe.Er 6t~ 1 � LINEN � ZX t GOATS BILE FLOOR Q e r - 1 � dl r 1 . r I t a i t 1 R : 6 AdE FLOOR O AR _ L � f NOTE HOLD W - 1 1 GEI INC O 1 J L A to o'b'i. UPPER ..nl n � i N Sar � 6 J � � Z 60 >+t'4 BACK SO THAT DOOR LANDS o � N Nb2 r VI E K YLE59 o T.P. tA.E TOP a O D " � ! P. ST IN ON APRON 9/4 BELOW - � o :SH 1 ��--.... _. AL � L O F- BATH. TRANSOM A E FLOOR s 4 ( � GAR 6 O 1 tl1 1j'V OI! ADOVE w W TILE FLO a X O I 4 / r ob i 1 M 1 » J � I 1 tr _ _ .t DOOR r r r .- _ from 4 6 12 b eAucn+ls P 2 7 O ritovtDE b xb 8 4 Q 1 _ F BEAM t H h • TOWEL BARS 44 I b . - PoSr IN a , 1ll TYPICAL R • NOTE. HOLD GARAGE FLOOR N 1U >I WALL M ANTI.E s SOFFIT GEILIN6 TO BACK 50 THAT DOOM LANDS lu2 660 I • .- E ....-.--........rr_ -.-- t 1.► a 1 1 O' AT THIS LIN ON APRON 9/4 BELOW pp DOUBLE SHELF POLE .. T�® ,: AGE N AS FIREPL `t 6 -, , &ARA6E FLOOR. i t TRANSOM. r , - - _ _ ER MF&. a E -- ----- P eov _ _ _ - INSTALLED A _ I1N TA b CLOSET DooR b10PX 16.119FX 1 1 O' AT THIS !SPECS POST IN soba db O , NJ a FETY 6A IN ', , SAFETY DIN G L AREA 6 T OOR 1 PROVIDE SOL BLOGKIN A I 6 S r FL b ASS LAs� CARPET 61- � _ i E /'� G LATER Or FROM /' / .DOOR F � 1 1 GEILIN I _ � 4 � " 1 A OF 14 ( SEAM _ HE DER TO A MINIMUM • 1610 S 610 1610 / ._.� BI OL DOORS F DD i b Xb TYPICAL/ or ,. ABOVE T Or DOOR r j FIXED CLAS WINDOW'! ABOVE rn (GAL r 9L V <I r POST IN 1 ( WALL �3 M - " I � T 4 1 N 1 r 1 1 w ' / r b Xb 10'bA t ► r _ I► _ 4 4 2 b s s O b o i I•.! AREA 3 PoSr IN TH ZZ .. L t V 6 A6 ` AR E i a V l WALL 0 r/ I . b 1 DOOR a b �'_GARAGE(J OPENERTF-CH NGRETD D ..r _ ..-.-... .-{.-.—. CONCRETE !SLAB rLOOR AB FLOOR. v ' O Ir _ r t FAMILY BEDROOM _ I al , CARPET FLOOR .: CARPET FLOOR q GEILIN6 N b x6 ) I _ IN PRVIDE 1 HOUR PROTECTION N.l, r FINISHED GARAGE DOOR � r � � 1 O' -b ,: ON GARAGE SIDE OF COMMON I �,"m WALL - -- . - O NC TO B _ SHORTER � ! PENT � 1 5 OR IA , o b AT s1 _Ft �i ` 3505 - ou Sq Ft THIS W LL TOGETHER WITH ii t r " S i IN HE CHT a N RRO E ,, • i HIS AREA 1 2 A W R 4 tr THIS _ 1 O« D.F. 1 HEADS 1, x FILE ( �► LiVEA AREA SE F CLOSING 1 9/8 THICK .}� 1 J _ 'Y V r '1;1 O 3 Q THAN WIDTH OF GARAGE 5' IN O W N11TH U S4 DiW D \ y to - GORE E 1 BEDROOM S 1 RE t NN w D GO DOOR G LAVAS AW I - i A OR SIZE. 12 3 � Do F 4 MINIMUM OPENING DIMENSION O 2 ARGW _. ELEVATION SOFT SEE EL VAT( N „w. O" WiD 3.7 A TYPICAL 1 HBY2 A. H 6 >« I SLAM ? T � ;... 4` SqFt MAXIMUM SILL HEI6H 14 8 :AND 44 C EAM G r. i 7Yri GAL _ 1 PH _ 6ARA6E rYl•IGAL N POST N 1- L V � _ P' i, _ . WALL 1 60401-75 t - � t 515 1=t dit 601 O FIXED RE b ve o 6LA55 ABOVE I • P Z PATIO 1 L 6 d >r P : L s I L 4 4 a Z 6 , �1 4 11 bX ; AY'INiN6 ro5r IN\CANVASy —�- DATE: tSEE I ELEVATION WALL 1 r t PAZ 004 I N -ri25i2 A l..- 0 sosos3H aoeor x SCALE. r ELECTRICAL Z O.OSH SERVICE HOWN a QZ S •L __- -- - - - - -- -- -'-- R E MET 4 6 Ip gz SIC b O0 aO CANVAS AWNING 1 SEE ELEVATION r obar I e x Io 0 - V- II 9 6 V N I. 6 '7'-4" so -ON g r O 5 r 6 b r O 8 r 8 sr4 dr 4 3r8 4 PARM24 1O " 241O " 251-60 I 14 8 ' _{ I FLOOR I FLA L 4 l I x x SCALE. 1/4' V-0" NOTE: GEILINC PLATE HlEI&Hr5 qUNLESS OTHE WSE NOTED. GO'YRSMT 240 _ - - - - - - - -- --- -- --- ----- - -- -- VerTech Engineering, Inc. j eC 383 Rio Undo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email: andy@vertechengineering.com ech Structural Calculations SII' n I, Client: Steve Hughes Hughes Pool House Addition - Lateral Only Project. Hug y Calculations Location: 45 Felicidad Lane, Chico, CA 95973 j APPRra..� Q r I I � * o AUG5 2DOS 5 : ICES- Attention: This engineer is not responsible for on site inspection to assure compliance with the a standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the California Building Code, and local building department standards. II PROJECT o� - 22`� VERTECH ENGINEERING PAGE I ENGINEER AJ DATE 8 O DESIGN OF Al __. Com. 5 r i C__Ct S s_ �I Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.81 Longitude = -121.91 Spectral Response Accelerations Ss and S1 p p Ss and S1 = Mapped Spectral Acceleration Values pp p Site Class B - Fa = 1.0 ,Fv = 1.0 Data se n a a re a based o a 0.01 deg grid spacing Period Sa (sec) ) (g) 0.2 0.617 Ss Site Class B 1.0 0.233 (S1, Site Class B) �I i PROJECT C� " %2 ENGINEER A, VERTECH ENGINEERING PAGE rr DATE ®t,� VerTech Engineering, Inc. ASCE 7-05 Wind Load Development Project: 08-228 Date: 08/22/08 Input Parameters: Mean Roof Height 15 ft Basic Wind Speed 85 mph Building Dim X 30 ft Exposure C Build Dim Y 20 ft Occupancy 2 Importance Factor 1 Roof Type Hip Lambda at h 1.21 Roof Pitch 7 :12 30.3 degrees End Zone (2a) X Y MWFRS 6 6 ft C&C 3 3 ft Subject to Topo effects from upwind hill, ridge or No Typ End Zone Kzt 1 Hei ht lambda Wall s Wall sf 15 1.21 12.3 15.6 Simple Diaphragm Yes 20 1.29 13.2 16.6 Low Rise Yes 25 1.35 13.8 17.4 Open Building No 30 1.4 14.3 18.1 Partially Enclosed No 35 1.45 14.8 18.7 Regular Shaped Yes 40 1.49 15.2 19.2 Building Flexible No 45 1.53 15.6 19.7 Special considerations No 50 1.56 15.9 20.1 Approximately symetrical Yes 55 1.59 16.2 20.5 Torsional No 60 1.62 16.5 20.9 Method 1 OK for MWFRS Method 1 NOT OK for C&C PS30 Horiz PS30 Vert Wind Roof Lee Roof Wind Roof Lee Roof Wind Lee Wall End Roof End Wall Int Roof Int End End Int Int OH OH 12.9 8.8 10.2 7.0 1.0 -7.8 0.3 -6.7 -4.5 -5.2 12.9 8.8 10.2 7.0 5.0 -3.9 4.3 -2.8 -4.5 -5.2 Wind Load at Mean Roof Height (h) 15.6 10.6 12.3 8.5 1.2 -9.4 0.4 -8.1 -5.4 -6.3 15.6 10.6 12.3 8.5 6.1 -4.7 5.2 -3.4 -5.4 -6.3 Pnet30 Roof Int Roof End Roof Corn Wall Int Wall End 11.9 11.9 11.9 13 13 -13 -15.2 -15.2 -14.1 -17.4 - C&C Loads at Mean Roof Height 14.4 14.4 14.4 15.7 15.7 -15.7 -18.4 -18.4 -17.1 -21.1 LEVEL STORY HT hi wi i it ASCE 7-05 Static Seismic Forces VEQ VerTech Engineering, Inc. Project: 08-228 Date: 8/22/2008 Comments: Seismic/Diaphragm Loads Units: Kips & Feet (UNO) 22.645 181 Latitude 39.81 N Longitude -121.91 E Seismic Design Category D Ss 0.617 Mapped 0.2 sec spectral response Occupancy 2 S1 0.223 Mapped 1 sec spectral response I 1 Site Class�ln accordance with Ch 20. TL 16 Fa 1.4 Site Coef, T 11:4-1 SMS 0.86 Max Considered EQ Fv 2 Site Coef, T 11.4-2 SM1 0.45 Max Considered EQ SDS 0.58 Design Spectral Response (02 Sec) SDI 0.30 Design Spec ral Res onse 1.0 Sec System LughtR Framed Shear Walls 2.0 6.5 Omega 3 Cd 4 Ht Limit 65 Cs 0.09 12.8-2 Max Cs 0.48 Min Cs 0.03 (.01 outside of SJ) Ct 0.02 x 0.75 Ta 0.10 Cu 1.5 Max T 0.14 No limit for drift Use T 0.10 Alt Ss 0.617 Ss may be 1.5 if 5 stories and regular V= 0.089 *W Height to Roof (hn) = 8 ft V= 2.0 k Vert Dist Exp. (k) 1 LEVEL STORY HT hi wi wi*hi^k Cvx VEQ E VEQ Diaphragm ROOF 8 8 22.645 181 1.00 2.0 2.0 2.6 7th 0 0 0 0 0.00 0.0 2.0 #DIV/0! 6th 0 0 0 0 0.00 0.0 2.0 #DIV/0! 5th 0 0 0 0 0.00 0.0 2.0 #DIV/0! 4th 0 0 -0 0 0.00 0.0 2.0 #DIV/0! 3rd 0 0 0 0 0.00 0.0 2,0 #DIV/0! 2nd 0 0 0 0 0.00 0.0 2.0 #DIV/0! 1 st 0 0 0 0 0.00 0.0 2.0 -#-D -IV-/-0. i .v-ro I io i 1 � PROJECTS ' 22 VERTECH ENGINEERING Aj PAGE DATE ENGINEER DESIGN OF c c $ .. I Loo 0tvcl o yy*\Qn A- C4 �— • �, a2,3 s -- -- e1 -2 6 Jam/ _- e s wL 2 200®1 k. 4 60 -r ea w -L- G Shear Wall Design Program VerTech Engineering Project: 08-228 Date: 8/22/08 Location: Units (UNO): lbs, in Panel Thickness 3/$ 3X Sill 3.17 3.73 Panel Orientation Short Dimension Across Studs 1.09 2.56 0.84 1.98 Nail Type 8d NG 1.28 NG 0.99 NG Anchor Bold Diam. 1/2 Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Spec Grav Of Framing , C -C, UBC 21-2, UBC 23-3 Fnd Sill Plate Grade [D�F L ABin 2X Sill 620 AB in 3X Sill 730 Split Anchorage Reduced Index # Nail Nail Length,, Diam Embed Cd NDSValue Value 1 10d -3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 - 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening Load Fastener Cond A Cond B Fastener Cond A Cond B 6 260 2 7.1 0 8 20.8 0 4* 350 2 5.3 0 8 15.4 0 4, Note 1 380 2 4.9 0 8 14.2 0 3, Note 1 490 2 3.8 0 8 11.0 0 2, Note 1 640 2 2.9 0 8 8.4 0 44, Note 1 760 4 3.6 Note 2 8 7.1 Note 2 33, Note 1 980 4 2.8 Note 2 9 4.5 Note 2 22, Note 1 1280 4 2.1 Note 2 9 3.4 Note 2 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing 0 AB Spacing (ft) 2X Sill 3X Sill 3.17 3.73 2.36 2.77 1.09 2.56 0.84 1.98 NG 1.52 - NG 1.28 NG 0.99 NG 0.76 i i VerTech Engineering Project: pa _ � 2 Engineer: Design of: Shear Walls Framing Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Shear Wall Load Load Length Length Length Load/ft todificatic Edge Nail " Wall CaseIf bs) (ft) I( b/ft) m , 3 e� i 3.cts; �....u.. x s ,�,� , --.� .... .Y :..: ...... .....::. ... ....... ..s., ._. '�.......: ..s 2. �.: �' ...vi..ia ....a. ..�..>.iu........a� ^:1 ............a...... ai .�ai�r.. . . �A�..u's.: AWind ........................................................................................................................................................................................................................................................................... 1142 12.00 12.00 12.00 95 1.00 6" Seismic 714 .................................................... ........ 60 ........................:............................................... 1.00 6" B ............................................... Wind 1142 ............................... ................. 8.00 .................................................................................................................................................................. 8.00 8.00 143 1.00 6" ........ .............. .............................................................................................................................................................................................................................. Seismic 714 89 1.00 6" ........ .... ..........I..............Wind.................2247...............20.00..............20..0.0..............20:00....................2.............1..00..............6........... .... .............................. ................................ Seismic714 ............................... ............. .................:............................... ............................... ............................... 36 1.00 .................. 6" ............................... 2 ......................... Wind ......................... 2247 .. ..... 20.00 .... ......... 20.00....... 20.00 .......................... �.12.............�.:0�...............6�,............ ...................................................................................................:.......................................................................................................:................... Seismic 714 I 36 1.00 6 VerTech Engineering Project: o1b -2 Engineer: AST Design of : Shear Walls Stability Y Overturning II' Overall Resistive Gravity OT OT Ri htinq Net Load Lenc1th Length Load Height Moment Moment M/D Wall Case (ft) ft Ib/ft Lb 0t I I U �ZSd Y p 3 k E r .. A...................... Wind................ 2.:0................12.00 ..................................................................................................................................................................... 300 10 11420 21600 -248 L Seismic7140 21600 -1025 .................................................................... BWind ................................................................................................................................................................................................................ 8.00 ................................ 8.00 ............................... ................................ 300 10 ............................... ................................ 11420 9600 ............................... ........ 628 ..... ...................... Pk-iC)2 i......................... ............................... ...................... _....... Seismic7140 ...................._.... ........................... .................... .......................... .......................... .......................... 9600 .......................... .. -188 ................... 1Wind ........................................_............................................................................I...... 20.00 20.00 250 10 ................................................................................................................................... 22470 50000 -543 .................................. Seismic .. .. ............ :.................:..:.......:...... .............................................................................................................................................. 7140 50000 -1893 2 ............................................_.....................................................................................................:.............................................................. Wind 20.00 20.00 250 10 22470 .50000 ................................................................. -543 i Seismic 7140 50000 -1893 1 e s 1 r1 Truss Take-off Design & Sales sl stance Monte Call 193 Camellia Dr - Paradise, CA 95969 (530) 811.4132 Office (530) 811.4132 FAX TRUSS ENGINEERING Jensen Pool House SION 4C >A �a 4 � C.A Truswal Systems (800 ) 322-4045 I A 9- \.�D A !Y. . .. Job Name: shjensenph Truss ID: Al Qtv: 2 Drwa: TC 2x4 DFL #1 Designed per ANSIITPI 1-2002 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. BC 2x4 DFL #1 This design does not account for long tens GBL BILK 2x4 DFL STANDARD time dependent loading (creep). Building Refer to Joint QC Detail Sheet for Designer must account for this. Maximum Rotational Tolerance used THIS DESIGN IS THE COMPOSITE RESULT OF are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads IRC/IBC truss plate values are based on MULTIPLE LOAD CASES. DESIGN testing and approval as required by IBC 1703 Loaded for 10 PSF non -concurrent BCLL DurFacs L=1.25 P=1.15 and ANSIITPI and are reported in available Loaded for 200 Ib non -concurrent moving documents as ER -1607 and ESR -1118. BCLL noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any Gable verticals are 2x 4 web material spaced Permanent bracing is required (by others) to ® at 16.0 " o.c. unless noted otherwise. prevent rotation/toppling. See BCSI O.C.Spacing 2- 0- 0 Top chord supports 24.0 " of uniform load and ANSI/TPI 1. at 20 psf live load and 12 psf dead load. PLATING BASED ON GREEN LUMBER VALUES. 'ANSIITPI 1','WTCA V- Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION' - Additional design considerations may be Design Spec CBC -07 793 Camellia Dr., Paradise CA 95969 required if sheathing is attached. I 1+1 indicates the requirement for lateral Alexandria, VA 22314. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 42.00 psf bracing (designed by others) perpendicular to the plane of the member at 48"intervals. Bracing is a result of wind load applied to membec(Combination axial plus bending). This truss requires adequate sheathing, as a designed by others, applied to the truss face providing lateral support for webs in t �, the truss plane and creating shear wall action to resist diaphragm loads.t' e 6-2-5 Z(1-4-5 _"" 10-0-0 I 10-0-0 1 2 3 4 5 6 7 8 9 10 11 1Z_�ti13v 7.0 - -7.00 3.5-4 a, This truss is designed using the CBC -07 / ASCE7-05 Specification Bldg Enclosed = Yes, Importance Factor = 0.87 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 40.00 ft Mean roof height= 12.10 ft, mph = 90 ASCE7 I Low Hazard, Dead Load = 13.2 psf Designed as Main Wind Force Resisting System - Low-rise and Components and Cladding Tributary Area = 78 sgft -----LOAD CASE #1 DESIGN LOADS -- - Dir L.Plf L.Loc R.Plf R.Loc LLITL TC Vert 84.00 .2- 0- 0 84.00 0- 0- 0 0.48 TC Vert 129.00 0- 0- 0 159.00 10- 0- 0 0.55 TC Vert 159.00 10-0-0 129.00 20-0-0 0.54 TC Vert 84.00 20- 0- 0 84.00 22- 0- 0 0.48 BC Vert 20.00 0-0-0 20.00 20- 0- 0 0.00 --- = Joint Locations 1 0-0-0 14 0-0.0 2 4-0-0 15 4.0-0 3 5-4-0 16 5-4-0 4 6-8-0 17 6-8-0 5 8-0-0 18 8-0-0 6 9-3-0 19 9-3.0 7 10-0-0 20 10-0-0 8 10-9-0 21 10-9-0 912-0-0 22 12-0-0 10 13- 4- 0 23 13-4-0 11 14- 8- 0 24 14-8-0 12 16- 0- 0 25 16-0-0 13 20-0-0 26 20-0-0 4.50 4.50 12-0-0 I I 9-8-8 I 20-0-0 9 8 14 15 16 17 18 1920.21 22 23 4 25 26 TYPICAL PLATE: 1.5-4 8/12/2008 OVER CONTINUOUS SUPPORT O L O All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. WO: shjensenph This design is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk. and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: DESIGN utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 20.00 psf DurFacs L=1.25 P=1.15 ASSISTANCE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 12.00 psf Rep Mbr Bnd 1.00 ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf O.C.Spacing 2- 0- 0 and brace this truss In accordance with the following standards:'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSIITPI 1','WTCA V- Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION' - BC Dead 10.00 psf Design Spec CBC -07 793 Camellia Dr., Paradise CA 95969 (SCSI) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 218 N. Lee Street Suite 312, Alexandria, VA 22314. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 42.00 psf Segn T6.5.7 - 1468 Job Name: sh'ensen h Truss ID: A2 Qty: 14 Drw : 13RG X -IAC REACT SIZE REom TC 2x4 DFL #1 Designed per ANSUTP11-2002 UPLIFTREACTION(S)' 1 0- 1-12 1008 3.50^ 1.50^ BC 2x4 DFL #1 This design does not account for long term Support C8C Wind Non -Wind 2 19-10- 4 100e 3.50^ 1.50" WEB 2x4 DFL STANDARD time dependent loading (creep). Building 1 -38 Ib ERG REQUIREMENTS shown are based ONIRefer to Joint QC Detail Sheet for Designer must account for this. 2 -381b on the truss material at each bearingMaximum Rotational Tolerance used THIS DESIGN IS THE COMPOSITE RESULT OF HORIZONTAL REACTION(S) : IRC/IBC truss plate values are based on MULTIPLE LOAD CASES. support1 1411b TC FORCE AXL END Csi testing and approval as required by IBC 1703 Loaded for 10 PSF non -concurrent BCLL support 2 141 Ib 1-2 -2944 0.10 0.23 0.32 and ANSI/TPI and are reported in available Loaded for 200 Ib non -concurrent moving - - This truss is designed using the 2-3 -2214 0.05 0.20 0.26 documents as ER4607 and ESR -1118. BCLL CBC -07 / ASCE7-05 Specification 3-4 -2214 0.05 0.20 0.26 ¢PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosed =Yes, Importance Factor = 0.87 4-5 -2944 0.10 0.23 0.32 Truss Location = End Zone S' Hurricane/Ocean Line = No, Exp Category = B He 6-7 FORCE Axe Etro csI 2637 0.25 0.32 0.57 Bldg Length = 90.00 ft, Bldg Width = 40.00 ft 7-e 2650 0.26 0.36 Mean roof height = 12.10 ft, mph = 90 8-9 0.62 2650 0.26 0.36 0.62 ti y' ASCE7 I Low Hazard, Dead Load= 13.2 psf 9-10 _ Designed as Main Wind Force Resisting System 2637 0.25 0.32 0.57 Low-rise and Components and Cladding - WEB FORCE CSI WEB FORCE CSI :, Tributary Area = 40 sgtt 2-7 245 0.10 4-8 -614 0.23 2-8 -614 0.23 4-9 245 0.10 3-8 1857 0.75 a MAX DEFLECTION (span) : U999 MEM 7-8 (LIVE) LC 1 _ L=-0.18" D=-0.21" T=.0.38" - = Joint Locations 1 0.0-0 6 0-0-0 2 5- 5-4 7 5- 5- 4 10-0-0 _ . 10-0-0 3 10-0-0 8 10-0-0 1 3 4 5 4 14- 6-12 9 14- 6-12 5 20-0-0 10 20-0-0 70 - -700 R4-5 3.5-4 3.5-4 6-2-5 5_1 s' 74-1 1.6-4 3-7T1 1.5 SHIP 3.5-8 3.5-8 PRES$�p MD -4-6P 4 5� O p ©% . W:308 W:308 or Z 11:1008 R:1008 U:-38 4.50 4.50 U:-38 %�-1219� �'f1lIL i 6 7 20 8 9 98 10 °Fep , 8/12/2008 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. WO: shjensenph This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk: - and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified b Dsnr: y the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads g DESIGN utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 20.00 psf DurFacs L=1.25 P=1.15 ASSISTANCEis laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise. noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 12.00 psf Rep Mbr Bnd 1.15 ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install BC Live 0.00 psf O.C.Spacing 2- 0- 0 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSI/TPI 1','WTCA V- Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION' - BC Dead 10500 psf Design Spec CBC -07 793 Camellia Dr., Paradise CA 95969 (BCSI) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 218 N. Lee Street Suite 312, Alexandria, VA 22314. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 42.00 psf Seqn T6.5.7 - 1469 VARIES MATCH I cOM. TRUSS STANDA D --GABLE END DETAIL 12 LEDGER MINIMUM GRADE 'CORDSAND STUDS PER TRUSS DESIGN. I------ SPAN TO MATCH COMMON TRUSS 4-1.Qd NAILS MIN. Sd CSD 4" O.C. -10d TYP• PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2' MAX EAVE W/ , NO.2 OR BTR 4x2 OUTLOOKERS ® 32" 7 '2X4 BLOCK O.C., DO NOT -OVER CUT TOP . CORD ® OUTLOOKER 'NOTCHES. '2X4 STUD OR BTR SPACED 0 5'-0" O.C. SHALL -BE . • SIMPSON A34 .OR AT EACH END OF EQUIVALENT ,PROVIDED BRACE. CONNECT AT END ' W/ 4-10d NAILS. MAX _STRONGBACK —']"' LENGTH IS 7'-0" LEDGER j _ .aiNn = ABLE END STANDARD TRUSSES SPACED ® 24" O.C. QFEMS rpti,, SIMPSON 'A34 OR EQUIVALENT �g 2x CONTINOUS BACKING a W/ 16d'S ® 24" -O.C. MIN. ioe GABLE TRUSS TO BACKING. civt4 & BACKING TO TOP PLATE. OF CAI' NOTES: DETAIL A 1). 20 NO.2 OR BR -FOR LEDGER AN STRONGBACR NAILED TOGETHER W/ 10d NAILS. 0 6" O.C. 2). 2X4 LEDGER -NAI , LED TO EACH STU 3)..2X4 STRONGBACK TO BE CONNECTED WITH 3-10d NAILS. TO EACH VERT. STUD W/ 27104. TOE NAILS. NAILS (0.131 "DIAX3.0"LG) 4). THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX THIS DETAIL IS APPLICABLE TO- STRUC URAL GA6LE END IF THE FOLLOWING CONDITIONS ARE MET: 1). THE HORIZONTAL TIE MEMBER AT EVERT• OPENING SHALL BE BRACED 0 4'-0" MAX- FOR BO MPH EXP. C WIND .LOADING & 6-0" FOR 70 MPH EXP. C LOADING 2). MAX MEAN • ROOF HEIGHT 'IS 3Q'. 3). MAX ROOF .LIVE LOAD. TO BE 40 P13UNDS -PER SQUARE FOOT. 4). PLEASE CONTACT TRUSS - ENGINEER IF THERE . ARE ANY QUESTIONS. TRU'S-1 1�STEM'S 4445 NORTHPARK RIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8483 C.0.01003160 11410.1 Users of Truswal engineering: The TrusPlusT11 engineering software will correctly design the location requirements for- permanent continuous !lateral bracing (CLB)' on mernbers for which it is required to reduce buckling - length. Sealed engineering drawings from Truswal will show the'required number and approximate locations of braces for each member needing bracing. • -In general, this -bracing Is.done by using. Truswal Systems Brace-ItTM or a 2x member (attached to .the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to'the building perlhe building designer (See ANSI/TPI current version). The following are • other options (when CLB bracing is not possible or desirable) -that will also satisfy bracing needs for Individuai members (not building system bracing): 1. A 1x or 2x structurally graded "T" brace maybe -nailed flat to the edge of the member with 1Od common or box nails at 8" 0.0. if only .one brace is requUed, or maybe nolied to both 'edges of the member if two braces* are required. The "T" brace must extend a minimum of 90% of the members length, • tructural grade as the member 2. A scab (add-on) of the same size and s may be nailed to one face .of: the member with .1 Od common or box nails at S" o.c. if only one brads is required, or may be nalled.to both -faces of. the member If two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'•0" in length.. �.%�Scab(s) must extend e'minimurrt of 90�%a of the members length. °Any member requiring mbre.than two braces must u'$e'perpendicular bracing or a cm approved of i scabs and. "T'' braces, or any other, �pp a � roved method, as specitled and approved by the building designer. , EX LES 2., tom' • • ° A•A A M- /l Please contact a Truswal engineer if there are any questions. °.v e:4ntaHle�lwlnwardlhr�eanrv+.le1 nug 19 08 10:47a zippy 530-894-8219 p.2 TITLE 24 REPORT Title 24 Report for: ` Steve Hughes Construction 45 Felicidad Lane Chico, CA 95973 Project Designer: Lynn Smith 199 Sycamore Valley Road Chico, CA 95973 891-0585 Report Prepared By: Max Ramirez Golden Sun Designs 2565 Zanella Way, Suite F u Chico, CA 95928 (530) 894-8236 7 1 p — 9PV— eto . h Job Number: 101408 Date: 8/19/2008 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft. LLC - www.energysoft.com. EnergyPro 4.4 by Energy -Soft Job Number 10r408 User Number. 5733 Rug 19 08 10:47a Zippy - 530-894-8219 p-3 EnergyPro 4.4 by EnergySoft Job Number. 101408 User Number 5733 Aug 19 08 10:47a Zippy 530-894-8219 p.4 Certificate Of Compliance: Residential (Part I of 3) CF -1 R _ft�e, 2ughes-C a nstruction Average Ceiling Height: 10.3 ft _-45_EeRcidad_Lane_Gbir.a.___,_ 1.00 0.34 Number of Stories. ____BM12Q0.8_.. Date # Of Thermostat Project Address Golden -Sim LDesigns -------(530)_694-823 Volume Units -Zone Type ---Type Hgt. Area Building Permit Documentation Author Telephone Plan Checiybate �nPl 11falice od Climate Zone Field Checkloate TDV Standard Proposed Compliance (kBt sbw DesignL --Design Margin_ Space Heating 33.15 24.93 8.22 Space Cooling 27.75 32.59 -4.83 Fans 4.18 4.74 -0-56 Domestic Hot water 26.96 14.23 12.73 Pumps 0.00 0.00 0.00 Totals 92.04 76.48 15.56 -Percent better than Standard: 16.9% Building Type: W Single Family ❑ Addition Total Conditioned Floor Area: 600 ft2 El Multi Family Existing + Add/Alt Existing Floor Area: n1a ft2 Bulldmg Front Orientation: (S) 160 deg Raised Floor Area: 0 ft2 Fuel Type: Natural Gas Slab on Grade Area, ann W Fenestration: Area: 128 ft2 Avg. U: Ratio: 21.3% Avg. SHGC: BUILDING ZONE INFORMATION Zone Name Floor Area HVAC Syqtf:yn_ 6 Igo OPAQUE SURFACES Insulation Act. Gains Condition Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Y/N -Status JA R1 Reference Location / Comments TNW- Wood ---172- iEiT4_ __R1a : t D_ -1 sn __.9D- _17New_D9.A5 _1st E1n_o_r_' wall WOOd- _4034 R1Q __R=0A ?sM _,._M IN L7Re3tL__ IMF WAIL_ MOd-300(L074-R a R -0Q__340__..90 FX E❑New- 09--A5-_ 1st Flnnr wall ZloDd--2M 0074_R -19_R-0_0_. 70ISI [" New- -O9-A5__ 1 -1 Flo _60a -0-036 -R-.30 R-0 0 isf) _.o. IX I❑ - - New.- 92--A9-- 1st Floor 1.3 F-1 0 Ll I "I .. .... F.1 0. LA ird Average Ceiling Height: 10.3 ft 0.34 Number of Dwelling Units: 1.00 0.34 Number of Stories. I # Of Thermostat Vent Volume Units -Zone Type ---Type Hgt. Area 6 Igo OPAQUE SURFACES Insulation Act. Gains Condition Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Y/N -Status JA R1 Reference Location / Comments TNW- Wood ---172- iEiT4_ __R1a : t D_ -1 sn __.9D- _17New_D9.A5 _1st E1n_o_r_' wall WOOd- _4034 R1Q __R=0A ?sM _,._M IN L7Re3tL__ IMF WAIL_ MOd-300(L074-R a R -0Q__340__..90 FX E❑New- 09--A5-_ 1st Flnnr wall ZloDd--2M 0074_R -19_R-0_0_. 70ISI [" New- -O9-A5__ 1 -1 Flo _60a -0-036 -R-.30 R-0 0 isf) _.o. IX I❑ - - New.- 92--A9-- 1st Floor 1.3 F-1 0 Ll I "I .. .... F.1 0. LA ird Aug 19 08 10:47a zippy 530-894-8219 p.5 Certificate Of Compliance: Residential s (Part 2 of 3) CF -1 R Steve Hughes Construction _. _ 8/19/2008 Project Tkte Date FENESTRATION SURFACES True Cond. Location/ # Type Area U -Factor' SHGC2 Am. Tilt Stat. Glazing Type Comments 1— Window Fmnt (S)_ 128 n --0-340-NERC--0-34 --NERC. _ 160 _9a New LOMLE— 1st rlaor _-_ t. Indicate source either from NFRC or Table 116A. 2. indicate source either from NFRC or Table 11613. INTERIORAND EXTERIOR SHADIMG Window Overhang Left Fin Right Fin # __jExteriot $had" Type SHGC_ Hgt Wd. Len. HgL LExt. Rext. Dist. Len. !!9t_ Dist. Len. H9t• 1 Bug Screen 0.76 THERMAL MASS FOR H"GH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap_ Cond. R -Vat. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter _ 100 None No insulation,_ 26 -Al New _ _ 15t, Floor -_Run Jinitiatton Time: W19010:33,36. RunCegg; .811081 -EnergyPro 4.4 by EnergySoft — _ User Number: 5733 Job Number 141408 _ Page:4 of 8 Aug 19 08 10:47a Zippy 530-894-8219 p.6 Certificate Of Compliance: Residential (Part 3 of 3) CF -'1R Steve Hu, hq es Construction _ 8/19/2008 _ Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC System Packaged Heat Pump 8.16 HSPF Packaged Heat Pump 11,5 SEER New Setback HVAC DISTRIBUTION Duet Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? HVAC System Dueled Ducted Attic 8.0 New No _ Hydronic Piping pipe Pipe Insul, _ystem Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater # in Input Cap. Condition Factor Standby R Value System Name `^Type Distribution Syst: Btulh) (gal) Status _ or RE Loss (%} Ext. Tankless Water Heater Instant Gas No Pipe Insulation i 177,000 0 New _ 0.85 0 n1a _. Multi -Family Central Water Heating Details Hot Water Pump _ Hot Water Pipin Len th_(tt Add 1/2" Control # HP Type In Plenum Outside Buried Insulation _- 1EMARKS._-- COMPLIANCE STATEMENT This cerfificate of compliance lists the building features and specifications needed to comply with 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. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name- Max Ramirez Title/Finn: Lynn Smith — -_ — Title/Firm: Golden Sun Designs _ Address: 199 Sveamore Valley Road Address: 2565 Zanella Way, Suite F Chico, CA 95973 _ Chico, CA 95928 Telephone: 891-05$5 _ Lic. #: _ _ Telephon {5 94-$2 (signature) (date) (signature) _ --- — (date) Enforcement Agency Name: _ Title/Firm- Address: ^_ _ Telephone: {signature} EnErgyPso , ,. by Ener9ySoft (date) in Initiation Time: 9811910610:33:36 Run Code; 1219170$16 User Number. 5733 Job Number., 101408 — _ Page:5 of 8 .L _L__ _. J.. .._.. !. .. ___... Rug 19 08 10:48a Zippy 530-894-8219 p.7 Mandatory Measures Summary: Residential (Page 1 of 2) MF -IR NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (") below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Check or initial applicable boxes or check MA if not applicable and included with the ENFORCE - ENFORCE - permit application documentation. WA DESIGNER MENT Building Envelope Measures § 150(a): Minimum R-19 in wood ceiling insulation or equivalent 1.1 -factor in metal frame ceiling. ❑ Q ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: U ❑ § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ ❑X ❑ apply to exterior mass watts). § 15D(d): Minimum R-13 raised floor insulation in framed floors or equivalent 11-factor.ElN II-�I ❑ § 150(e): Installation of Fireplaces, Decorative Gas AppOances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. closable metal or glass door covering the entire opening of the firebox LI L-.1 EJ b. outside air intake with damper and control, flue damper and control ❑�/ 2. No continuous burning gas pilot fights allowed. 'LJ►' I11.3 El ❑ § 150(f): Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual. EY ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. F_X ❑ U § 150(1): Stab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor T ❑ ❑ permearice rate no greater than 2.D permlinch. § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include El Q ❑ CF -GR Form: § 116-17: Fenestration Products, Exterior Doors, and InfihrationtExfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ Lx: ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. I,-t—� � r� D 3. Exterior doors and windows weatherstripped, all joins and penetrations caulked and sealed. El L, ❑ Space Condotioning, Water Heating and Plumbing System measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ l.^.. § 15D(h): Heating aod(or tooling bads calculated in accordance with ASHRAE, SMACNA or ACCA. 1.. I n FD f( I § 150(1): Setback thermostat on all applicable heating and/or coding systems. ❑ i nJ ❑ 11 § 1500): Water system pipe and tank insulation and coding systems fine insulation- 1- 1_ Storage gas water heaters rated with an Energy Factor less than 0.58 most be extemally wrapped with insulation C=J 1� `„J rJ having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑ ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value: 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water ng pipes closest to water healer tank, non -recirculating systems, and entire El J )(I r Cf Length of recirculating sections of hot water pipes shall be insulated to Table 1508. ray i 2. Cooling system piping (suction, chilled water, or brine Ones), piping insulated between heating source and [ �l indirect tut water tank shag be insulated to Table 150-8 and Equation 150-A. 4. Steam hydronic heating systems or hot water systems � 15 psi, meet requirements of Table 123-A. r 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, ❑ �❑ t n1 ❑ and wind.r- 8. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed L. ❑ l._ entirely in conditioned space. 7. Solar water -heating systemslcoilectors are certified by the Solar Rating and Certification Corporation. tr1 ❑ Ll EnergyPro 4.4 by EnergySoft User Number. 5733 Job Number. 101408 i Page:6 of 8 Aug 19 08 10:48a Zippy 530-894-8219 p.8 Mandatory Measures ummary: Residential (Page 2 of 2) HF-1 R NOTE-. Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede, the items marked with an asterisk (') below. When this checklist is incorporated into the permit documents, the features noted shag be considered by at parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Dl�SGRIPTION instructions, Check or Initial applicable boxes when completed or check NIA if not _ ENFORCE- applicable. MA DESIGNER HENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) li (§ 150(m): Ducts and Fans 1. All ducts and pienums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604. ❑ ❑ 605, and Standard 6-5; supply-air and return-air ducts and plenums are insulated to a minumum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duet-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 1818 or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than It4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed LTJ ❑ 1 sheet metal, duct board or flexible dud shall not be used for conveying conditioned air. Building cavities and support platforms may contain duds. Duds installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the duds. 3. Joints and seams of duct systems and their components shag not be sealed with cloth back rubber adhesive ��J ❑ u dud tapes unless such tape is used in combination with mastic and draw bands. ❑ ❑ 4, Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating Cf1 ❑ U dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunighL moisture, equipment ❑ maintenance, and wird. Cellular foam insulation shall be protected as above or painted with a coaling that is water retardant and provides shielding from solar radiation that can cause degradation of the material, tt 7. Flexible duds cannot have porous inner cores. § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the ❑ 1. l heater, weatherproof operating instructions, no electric resistance heating and no pilot fight. 2. System is installed with: (�' a. At least 36' of pipe between filter and heater for future solar heating. `, b. Cover for outdoor pools or outdoor spas. ❑ ❑ �E? 3. Pool system has directional inlets and a circulation pump time switch. lw ❑ ❑ § 115: Gas fired fan-type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ 1 ff burning plot fight (Exception: Non-electrical cooking appliances with pilot < 150 ettAr) �( § 118 (i); Cool Root material meets specified criteria (F ❑ Lighting Measures § I50(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Tabfe ❑ L. 150-C, and do not contain a medium screw base socket (E24iE26). Ballasts for tamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ �] t ..I luminaire has factory installed HID ballast. -� i § 150(k)2: Permanently instated luminaires in kitchens shag be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ f RJ L1 in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires. provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms. garages, laundry rooms, utility rooms shag be high efficacy luminaires. ❑ LIX-1 ❑ OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d). § I50(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms f � �"� shall be high efficacy luminaires (except closels less than 70 ft) OR are controlled by a dimmer switch OR are controlled LJ `,l U by an occupant sensor that complies with Section 119(d) that does not tum on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are a � g approved for zero clearance insulation cover (IC) and are i ^J _- certified to ASTM E283 and labeled as air tight (AT) to fess than 2.0 CFM at 75 Pascals, § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(41). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. �_.. �...� Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146- 46. 150(k)8: § 150 k 8: Permanently installed fighting in the enclosed, non-dweMi LK, L1 L-1 () y • � ng'spaces of tow•dse residential buildings with tour or more dwelling units shag be high efficacy luminaires OR are controlled by occupant sensors) certified to comply with Section 119(d). Ener Pro b gy _ 4.4 _ y Ener gy5oft User Number. 5733 Job Number. 1074013 Page:? of 8 Aug 19 08 10:48a Zippy 530-894-8219 p.9 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Steve Hughes Construction 8/19/2008 SYSTEM NAME --- -- FLOOR AREA HVAC System 600 NGINEERING CHECKS IFSYSTEM LOAD Number of Systems 1 Heating System Output per System 6,400 Total Output (Btuh) 6,400 Output (Stuh/sgft) 10.7, Cooling System ..._.___.... ----.-.--...-_--_- output per System 7,100 Total Output (Stuh) 7,100 Total Output (Tons) 0.6 Total Output (Btuhtsgft) 11-8 Total Output (sgft/ron) 1,014.1 Air S _tem _ CFM per System — I 800 ^-800 Airflow (cfm) 1,217 Airflow (cfmtsgft) - 1.33 Airllow (tfm/tan) 1,352.1 Outside Air (%) 0.0 Outside Air (cWsgft) 0.00 Trane PTHC0701CB' �- 5,192 1,369 Total Adjusted System Output5 192 1 369 3,568 (Adjusted for Peak Design conditions) TIVE OF SYSTEM PEAK Aug 2 p, Jan 12 am Note: values above gluon at ARl conditions L [EATING SYSTEM PSYCHROMETRICS_ (Airstream Temperatures at Time of Heatina Peak 22.0 of 68.6 of 72.7 of 72.7 of Supply Air Ducts Outside Air 0 cfm 71.3 of Heating Coit Supply Fan 800 cfm EROUMS] 68.6 of 70-0 of 0M A' D t 'E I OOZING 100.9 / 70.4 of Outside Air 0 cfm e um it uc s 79.5 ' 63.9 OF 73.4 / 61.3 OF 73.4 l 61.8 OF Oj Supply Air Ducts Cooling Coil Supply Fan74.9162.3 of 800 cfm 45.3% R.H. i ROOMS B III 79.5164.0 of 78.0!63.6 of ReturnAir Ducts r EnergyPro 4.4 by EnergySoft -- User Number. 5733_ Jot: Number: 101408 Page:B of 8 COIL COOLING PEAK I COIL HTG. PEAK CFM Sensible Latent CFM Sensible Total Room Loads 2.84 9,512 _ sOSJ 8,384 11,870 Return Vented Lighting 0 Return Air Ducts 1,259 — 1,217 Return Fan Ventilation 0 --^ o 00 0 0 Supply Fan 0 0 Supply Air Ducts 1.259 1,217 TOTAL SYSTEM LOAD 12,03 605 -' 14,305 HVAC EQUIPMENT SELECTION Trane PTHC0701CB' �- 5,192 1,369 Total Adjusted System Output5 192 1 369 3,568 (Adjusted for Peak Design conditions) TIVE OF SYSTEM PEAK Aug 2 p, Jan 12 am Note: values above gluon at ARl conditions L [EATING SYSTEM PSYCHROMETRICS_ (Airstream Temperatures at Time of Heatina Peak 22.0 of 68.6 of 72.7 of 72.7 of Supply Air Ducts Outside Air 0 cfm 71.3 of Heating Coit Supply Fan 800 cfm EROUMS] 68.6 of 70-0 of 0M A' D t 'E I OOZING 100.9 / 70.4 of Outside Air 0 cfm e um it uc s 79.5 ' 63.9 OF 73.4 / 61.3 OF 73.4 l 61.8 OF Oj Supply Air Ducts Cooling Coil Supply Fan74.9162.3 of 800 cfm 45.3% R.H. i ROOMS B III 79.5164.0 of 78.0!63.6 of ReturnAir Ducts r EnergyPro 4.4 by EnergySoft -- User Number. 5733_ Jot: Number: 101408 Page:B of 8 3 HEADS SHALL BE FINISHED WITH A SMOOT _ NOT LESS THAN 10" ABOVE THE DRAIN INLET. (SEG. 1203.3) AREA. OPENIN65 SHALL BE LOCATED 50 A5 TO PROVIDE CRO55 VENTILATION. SUCH - OPENIN55 SHALL BE COVERED WITH CORRISION-RE515TANIT WIRE MESH WITH OPENIN65600 50'-0.. GENERAL NOTE51 STAIRS 6 RAILIN65 (CONT.) SCALE: 1 /4�� _ 1 -OIC SOFT OF ATTIC INTERIOR SPACE DIMENSIONS NOT 6REATER THAN 1/5" OR OTHER APPROVED MATERIALS WITH THE LEAST DIMENSION OF THE GOVERNS NOT TOExcEED1/4"INDIMENSION. (5EG.1203.3) 12.) 6UAR05: ALL OPEN -SIDED WALKING SURFACES, STAIRWAYS, RAMPS 8 LANDIN65 � . ---- - - ----""--- --- - L GA L R Q U I R M N T 5 THAT ARE LOCATED MORE THAN 30" ABOVE THE FLOOR OR 6RADE BELOW SHALL BE 1. ROOFPITGHSHALLBE7:12,TYPIGAL: PROTECTED BT A GUARD. 6UARD5 ARE ASLO REQUIRED AT THE 6LAZED SIDES OF GEILIN6 HEIGHTS: 2.) CRAWL SPACES SHALL BE PROVIDED WITH A Mlh.IMUM OF ONE ACCESS OPENING NOT LE55 THAN 15" BY 24". (5EG. 120-1. 1) SCALE: 1 /4" - 1'-O°. - - 1.) PERMIT ON SITE: A COPY OF THE BUILDING PERMIT MUST BE KEPT ON SITE UNTIL THE STAIR7iAY5, RAMPS 8 LANDIN65 THAT ARE MORE THAN 30" ABOVE THE FLOOR OR - - 1.) HABITABLE SPACES B CORRIDORS SHALL HAVE A GEILIN6 HEIGHT OF NOT LE 55 WORK 15 COMPLETED AND A FINAL INSPECTION HAS BEEN MADE. (SEG. 105.1) GRADE BELOW UNLESS THE GLAZING PROVIDED MEETS THE STRENGTH 8 ATTACHMENT GABLE ENDS, UNLE55 OTHERWISE NOTED. r SOFT - 2 1 4"x 1 L" GABLE END VENT '1 26 SO IN EACH - 0.55 SOFT ( ) ( ) THAN 1 FEE & INCHES. KITCHENS, BATHROOMS, TOILET ROOM5,5TORA&E ROOMS 2J LOWEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION REQUIREMENTS AS FOR 6UARD5. SGREII PORCHES SHALL BE PROVIDED WITH 6UARD5 WHERE THE WALKING SURFACE 15 LOCATED MORE THAN 30" ABOVE THE FLOOR 3. ROOF COVERING SHALL BE GOMP051TION ROOFING. 3.00 SOFT - (30) LIN FT CONT. RIDGE VENT (1 3.5 50 IN/LIN FT) - 0.1 O SDFT/LIN FT CERTIFICATE I5 REQUIRED AFTER PLACEMENT OF THE LOWEST FLOOR BEFORE PROGEEDING WITH GON5TRUCTION ABOVE. (SEG. t Oq.3.3)--�� OR GRADE BELOW. . • o g ° • "- ° . ° .: • •• .. -�--" "-�" • °•> , '- "° °° ° - "°> 1 6 - 1 rod SINKERS AT EACH TOP PLATE SPLICE -UNLE55 4.76 SOFT OF UPPER VENTILATION (MUST BE 50% OF TOTAL REQUIRED) 15.) GUARDS SHALL NOT BE LE55 THAN 42' IN HEIGHT. ON THE OPEN SIDE OF STAIRS, A GUARD WHOSE TOP RAIL ALSO SERVES A5 A HANDRAIL 15 PERMITTED TO HAVE A - .Q °°. • P ' - �� � ��•� - OTHERWISE NOTED.. N LOCATION ON LOT HEIGHT NOT LESS THAN 34" 4 NOT MORE THAN 55" MEA5URIN6 LESS THAN 5 FEET FROM THE FINISHED FLOOR TO THE FINISHED GEILIN6 BETWEEN THE INSULATION 8 THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SECURELY LOCATED AT MID -DEPTH OF SLAB 1.) EXCEPT WHERE ZONING REGULATIONS ARE MORE RESTRICTIVE, ANY EXTERIOR WALL 14.) 6UARD5 SHALL HAVE BALUSTERS OR ORNEMENTAL PATTERN SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PA55 THROU(5H. OPENIN65 ON REQUIRED 6UAR05 ON THE ' e (° •- SHALL NOT BE LE55 THAN 1/ 1 50 OF THE AREA OF THE SPACE VENTILATED., WITH HALF OF THE VENTING LOCATED IN THE UPPER PORTION OF THE SPACE B THE BALANCE - OF A DWELLING MUST BE AT LEAST 10 FEET FROM THE PROPERTY LINE UNLESS IT 15 AT SIDES OF STAIRS SHALL NO ALLOW A SPHERE 4 3/8" TO PASS THROUGH. (SEG. 10 1 3) 6.60 SOFT OF LOWER VENTILATION THIRDS THE AREA THEREOF, BUT IN NO CASE SHALL THE HEIGHT OF THE FURRED PROVIDED BY SOFFIT VENTS. LEAST ONE-HOUR FIRE-RESISTANT CONSTRUCTION. 6. TYPICAL ROOF SHEATHING (U.N.O.): 1/2" THICK, APA, TECO GEILIN6 BE LESS THAN 1 FEET.- 2.) WINDOW580PENIN65: THEAR£AOFUNPROTEGTEDBPROTEGTEDWINDOW58 /ATE GARAGF-/'5 PRI` ARPCi OTS OR PITTSBURGH RATED SHEATHING SPAN RATING 32/1 6 1 1.36 TOTAL SOFT OF VENTS (NET FREE) OTHER EXTERIOR WALL OPENINGS 15 NOT LIMITED, PROVIDED THE DISTANCE TO THE l( 4 �./ €\ . PROPERTY LINE 15 GREATER THAN 5 FEET. 3.) WINDOWS 8 OPENN65: WINDOW5 8 OTHER OPENINGS GREATER THAN 3 FEET BUT 1.) AN ATTACHED GARAGE SHALL BE SEPARATED FROM THE DriELLING WITH A MINIMUM •, I a - NOT MORE THAN 5 FEET FROM THE PROPERTY LINE ARE LIMITED IN AREA TO 25% OF OF 1/2" GYPSUM BOARD APPLIED TO THE GARAGE 51DE. GARAGES SHALL BE 5EPARATED FROM ANY HABITABLE ROOM ABOVE BY NOT LE55 THAN 5/8" TYPE X - TRUSSES AT 24�� c/a - THE WALL AREA. P 4J WINDOWS 8 OPENINGS: WINDOWS 8 OTHER OPENINGS ARE NOT PERMITTED WITHIN 3 GYPSUM BOARD OR EQUIVALENT. 2J THE DOOR BETWEEN THE GARAGE 4 DWELLING SHALL BE SOLID WOOD, SOLID GORE � I ° DESIGN 8 GALGS BY OTHERS FEET OR LE55 OF THE PROPERTY LINE (SEGS. 602 8 -104.5,4 TABLES 602 B 104.8) STEEL, OR HONEYCOMB STEEL NOT LESS THAN 1 315" THICK. A LABELED DOOR - 5.) ANY EXTERIOR WALL OF A DETACHED GARAGE OR OTHER GROUP U OCCUPANCIES ASSEMBLY WITH A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES 15 ALSO MUST BE AT LEAST 5 FEET FROM THE PROPERTY LINE UNLE55 IT 15 OF AT LEAST PERMITTED. 6ARAGES SHALL NOT OPEN INTO A ROOM USED FOR 5LEEPING PURPOSES. '° T ONE-HOUR FIRE-RESISTANT CONSTRUCTION. WINDOWS 8 OTHER OPENIN65 ARE NOT DOORS SHALL BE SELF-CLOSING 8 SELF -LATCHING. (SEG. 406.1.4) PERMITTED WITHIN FEET OR LE55 THE PROPERTY LINE. 3.) A CARPORT HAVING NO ENCLOSED AREAS ABOVE 8 ENTIRELY OPEN ON TWO OR 6J ONE-HOUR FIRE-- RESISTANT CONSSTT RUCTION INCLUDES THE FOLLOWING 1.) EXTERIOR PLASTER OVER METAL OR WIRE LATH ON THE OUTSIDER 5/8' -INCH - MORE SIDES NEED NOT HAVE A FIRE SEPARATION BETWEEN THE CARPORT 8 HTE ,° _I e. 1:12 TYPE X 6YP5UM WALLBOARD ON THE INSIDE. DWELLING. (SEG. 406.1.4) 4.) DUCTS IN THE 6ARAGE THAT PENETRATE THE SEPARATION MUST BE A MINIMUM OF 26 I PITCH 2.) THREE -FOURTHS -INCH DROP SIDING OVER 1/2" 6YP5UM SHEATHING ON 2" x 4 WITH INTERIOR SURFACE 6A. STEEL WITH NO OPENING5 IN THE GARAGE. WOOD STUDS AT 1 6" c/a ON EXTERIOR SURFACE TREATMENT A5 SPECIFIED IN ITEM 1. GYPSUM SHEATHING NAILED WITH 1 3/4' 5.) PRIVATE 6ARAGES ARE LIMITED TO 1000 SQUARE FEET OR 3000 SQUARE FEET IF 1, BY NO. 1 1 CASE BY "1/ 16" HEAD GALVANIZED NAILS AT 8' c/o. SIDING NAILED EXTERIOR WALLS ARE CONSTRUCTED IN ACCORDANCE WITH THE MAIN OCCUPANCY -- I WITH 1d GALVANIZED SMOOTH BOX NAILS. TYPE OF GONSTRUGTION. - 3.) ADDITIONAL A55EMBLIES FOR FIRE -RESISTANCE -RATED WALL A55EMBLIE5 I j� �I J\ FOUNDATIONS DiylAG I 1:12 ARE LOCATED IN TABLE -720.1(2). (SEG. -120.1) 1 - 1.) NlALL5 PERPENDICULAR TO THE PROPERTY LINE ARE NOT REGULATED. 5.) PROJECTIONS ARE LIMITED BASED ON LOCATION OF EXTERIOR WALL B WHETHER 1 .) THE TOP OF EXTERIOR FOUNDATIONS SHALL BE HIGHER THAN THE STREET OR I I°° R NOT PERMITTED. q.P NING-S ARE EITHER RE5TRIGTED O STORM RAIN INLET A MINIMUM OF 1 2" PLUS 2/UNLESS ANALTERNATIVE ELEVATION IS - q.) PROJECTIONS ARE NOT PERMITTED TO EXTEND ANY CLOSER TO THE PROPERTY . GROUND IMMEDIATELY ADJACENT TO THE APPROVED BY THE BUILDING OFFICIALTHE GROUN FOUNDATION SHALL BE SLOPED AWAY NOT LESS THAN 1:20 (5% SLOPE) FORA ') F 1 LINE: MORE THAN 1/3 THE D15TANGE WHERE OPENIN65 ARE REQUIRED TO BE MINIMUM D15TANCE OF 10'. ' PROTEGTED, OR; MORE THAN 12 INCHES WHERE OPENINGS ARE NOT PERMITTED. 2.) PROVISIONS SHALL BE MADE FOR SUBSOIL DRAINAGE UNDER THE FLOOR 8 ,° Q w SEPARATION L/ T/ ♦ N I 1 N I T G AROUND FOUNDATION IN ACCORDANCE W ITHJ�APPROVED METHODS. (SEG. 1 501.4) 4� FRAMING - GENERAL ° -9° ° TRUSSES AT 24�� GIG - 1.) WALL58FLOORSSSEPARATINGDWELLINGUNITSOFATWO-P,AJMILYDWE`LJLINGSHALL DESIGN 8 GALGS BY OTHERS NOT BE LESS THAN ONE-HOUR FIRE RESISTANCE RATED CONSTRUCTION. WHEN A NFPA 1.) WOOD PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION '"•I - I. 1 3 AUTOMATIC SPRINKLER SYSTEM IS INSTALLED THROUGHOUT THE BUILDING, THE SEPARATION MAY IN REDUCED TO A 1/2 -HOUR FIRE -RESISTANCE RATING. (5EG5. RAT WITH A MINIMUM 1/2" DIAMETER STEEL BnLT5 OR OTHER APPROVED ANGHOR5. _; I 410,10a, B 1 1 1) BOLTS SHALL BE EMBEDDED AT LEAST 1" INTO THE CONCRETE 8 SHALL BE 5PAGED '° NOT MORE THAN 6APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH - LIGHT, VENTILATION 6 SANITATION BOLT LOCATFI;� 12" OR LESS THAN4"FROMEAGHENDOFTH£ LIGHT 8 VENTILATION: PONE IECE. (SEC.2305.6)NOTMORETHAN 2.) FOUNDATION PLATES OR SILLS THAT REST ON EXTERIOR FOUNDATION WALLS ARE LESS THAN 8" FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR �.°• 1.) EVERY HABITABLE ROOM SHALL BE PROVIDED WI TH NATURAL LIGHT BY MEANS OF PRESERVATIVE -TREATED WOOD. (SEG. 2304.1 1)•�" -°- • ° �� # 6��X 1 O�� DF# 1 HEADER 6 x 10 DF 1 HEADER EXTERIOR GLAZED OPENING WITH AN AREA NOT LESS THAN 8% OF THE FLOOR AREA. 3J POSTS, GIRDERS, JOISTS 8 SUBFLOOR LOCATED IN A CRAWL SPACE MUST BE " �•° - _ °��_': __ - > .. , ' ° • °' �_,P >-° ° ° - • ° - (5£E SEG. 1205 FOR EXGEPTION5) R URA Y DURABLE OR TREATED WOOD WHEN THE FLOOR JOISTS ARE LESS THAN N T LL D ° °` -- -�- - °° - - _ _' - 2J FOR PURPOSES OF DETERMINING NATURAL LIGHT REQUIREMENTS, ANY ROOM MAY 1 8" OR WOOD GIRDERS ARE LESS BE CONSIDERED A PORTION OF AN ADJOINING ROOM WHEN ONE HALF OF THE AREA OF THAN 1 2" ABOVE THE EXPOSED GROUND. - THE COMMON WALL 15 OPEN 8 UNOBSTRUCTED 8 PROVIDES AN OPENING OF NOT LESS THAN ONE TENTH OF THE FLOOR AREA OF THE INTERIOR ROOM OR 25 SOFT, 4.J WOOD ROOF TRU55 MEMBERS 8 COMPONENTS SHALL NOT BE GUT, NOTCHED, /01P S 1 WHICHEVER 15 GREATER. (5EC.1205.2.1) DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY wIITHOUT THE WRITTEN TYPICAL 2 3.) OCCUPIED SPACE WITHIN A DWELLING UNIT SHALL BE PROVIDED WITH NATURAL APPROVAL OF A RE61STEREP DE51GN PROFESSIONAL. THE TRUSS DESIGN SHALL a0 VENTILATION BY MEANS OF OPENABLE EXTERIOR OPENIN65 WITH AN AREA OF NOT TAKE INTO ACCOUNT ANY LOADS SUCH A5 HVAC OR PLUMBING EQUIPMENT. (5EG 2303.4) �� --- LE55 THAN 4% OF THE FLOOR AREA. - 4.) ROOMS CONTAINING BATHTUBS, 5HOWER5, 5PA5 OR SIMILAR FIXTURES REQUIREFLOOR f't € �{ FR J` M I j`� G 30'-O" MECHANICAL VENTILATION WITH AN EXHAUST CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS OPERATION. (5EG5. 1 203.1 8 1 203.4)" 1 J CRAWL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL - 2 SANITATION: INSTALLED 51101,NER, MEANS OR BY OPENIN65 INTO THE UNDERFLOOR AREA WR.LL5. 5UGH OPENINGS SHALL { 2 1.) SHOWER COMPARTMENTS S WALL5 ABOVE BATHTUBS WITH H NONABSORBENT SURFACE TOA HEIGHT HAVE A NET AREA OF NOT LESS THAN 1 SOFT FOR EACH 150 SOFT OF UNDERFLOOR 3 HEADS SHALL BE FINISHED WITH A SMOOT _ NOT LESS THAN 10" ABOVE THE DRAIN INLET. (SEG. 1203.3) AREA. OPENIN65 SHALL BE LOCATED 50 A5 TO PROVIDE CRO55 VENTILATION. SUCH - OPENIN55 SHALL BE COVERED WITH CORRISION-RE515TANIT WIRE MESH WITH OPENIN65600 SCALE: 1 /4�� _ 1 -OIC SOFT OF ATTIC INTERIOR SPACE DIMENSIONS NOT 6REATER THAN 1/5" OR OTHER APPROVED MATERIALS WITH THE LEAST DIMENSION OF THE GOVERNS NOT TOExcEED1/4"INDIMENSION. (5EG.1203.3) � 150 4.0 DIVIDED BY 150 SOFT OFREDUIREDVENTILATION (NET FREE) 1. ROOFPITGHSHALLBE7:12,TYPIGAL: GEILIN6 HEIGHTS: 2.) CRAWL SPACES SHALL BE PROVIDED WITH A Mlh.IMUM OF ONE ACCESS OPENING NOT LE55 THAN 15" BY 24". (5EG. 120-1. 1) SCALE: 1 /4" - 1'-O°. - - 2. ROOF OVERHANG SHALL BE 24" AT OVERHANG 8 24" AT - - 1.) HABITABLE SPACES B CORRIDORS SHALL HAVE A GEILIN6 HEIGHT OF NOT LE 55 FOUNDATION NOTES: GABLE ENDS, UNLE55 OTHERWISE NOTED. 1.76 SOFT - 2 1 4"x 1 L" GABLE END VENT '1 26 SO IN EACH - 0.55 SOFT ( ) ( ) THAN 1 FEE & INCHES. KITCHENS, BATHROOMS, TOILET ROOM5,5TORA&E ROOMS ¢¢ ROOF 4 CEILING FR,�M INC 1. VERIFY ALL DIMENSIONS AND ELEVATIONS. 3. ROOF COVERING SHALL BE GOMP051TION ROOFING. 3.00 SOFT - (30) LIN FT CONT. RIDGE VENT (1 3.5 50 IN/LIN FT) - 0.1 O SDFT/LIN FT LAUNDRY ROOMS MAY HAVE A CEILING HEIGHT OF NOT LESS THAN 1 FEET. 2.) IN ROOMS WITH SLOPED CEILINGS, THE PRE5CRIBED GEILIN6 HEIGHT FOR THE ROOM 1.) ATTIC VENTILATION: ATTICS 8 ENCLOSED RAFTER SPACES SHALL HAVE GROSS 2. SLAB SECTION: 4. 1 6 - 1 rod SINKERS AT EACH TOP PLATE SPLICE -UNLE55 4.76 SOFT OF UPPER VENTILATION (MUST BE 50% OF TOTAL REQUIRED) 15 REQUIRED IN ONLY ONE-HALF THE AREA THEREOF. NO PORTION OF THE ROOM VENTILATION FOR EACH SEPARATE SPREE. A MINIMUM OF 1" OF AIRSPACE 15 REQUIRED # A} 4° CONCRETE SLAB WITH 3 REBAR AT 1 L° O.G. OTHERWISE NOTED.. N MEA5URIN6 LESS THAN 5 FEET FROM THE FINISHED FLOOR TO THE FINISHED GEILIN6 BETWEEN THE INSULATION 8 THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SECURELY LOCATED AT MID -DEPTH OF SLAB 5. VERIFY ALL DIMENSIONS, RAKE BREAKS, SLOPES, HIPS 6.60 SOFT - (60 LIN FT) GOVT. EA VE VENT (1 6 50 IN/LIN FT) a 0.1 1 SOFT/FT SHALL BE INCLUDED IN THE COMPUTATION OF THE MINIMUM AREA. 3.) IF A ROOM HAS A FURRED GEILIN6, THE PRESCRIBED HEIGHT IS REQUIRED IN Trio- SHALL NOT BE LE55 THAN 1/ 1 50 OF THE AREA OF THE SPACE VENTILATED., WITH HALF OF THE VENTING LOCATED IN THE UPPER PORTION OF THE SPACE B THE BALANCE B) 2" SAND (DELETE AT EXTERIOR SLABS)- AND VALLEYS WITH PLAN DESIGNER. 6.60 SOFT OF LOWER VENTILATION THIRDS THE AREA THEREOF, BUT IN NO CASE SHALL THE HEIGHT OF THE FURRED PROVIDED BY SOFFIT VENTS. G) WATERPROOF MEMBRANE (DELETE AT EXTERIOR 6. TYPICAL ROOF SHEATHING (U.N.O.): 1/2" THICK, APA, TECO GEILIN6 BE LESS THAN 1 FEET.- 2J THE MINIMUM NET FREE VENTILATING AREA MAY Bz: REDUCED TO 1/500 OF THE SLABS) OR PITTSBURGH RATED SHEATHING SPAN RATING 32/1 6 1 1.36 TOTAL SOFT OF VENTS (NET FREE) FIRE PR OT ECT I ON AREA WHEN AN APPROVED VAPOR RETARDER O THE ATTIC ON THE WARM SIDE OF D) 4" FREE DRAINING MATERIAL EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG THE ATTIC INSULATION. EXTERIOR OPENINGS INTO THE ATTIC SPACE SHALL BE COVERED WITH APPROVED MATERIAL WITH OPENNOS A MINIMUM OF 1/5" 8 NOT To E) PROPERLY PREPARED SUBGRADE DIMENSIONS ACROSS SUPPORTS AND ADJACENT PANELS SMOKE ALARMS: EXCEED 1/4". (SEC. 1203.2) - 1.) AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH 5LEEPING ROOM 8 3.) ATTIC ACCESS: AN OPENING NOT LESS THAN 20' BY 30" SHALL BE PROVIDDETO 3.PLUM$ING, SPRINKLER AND MECHANICAL STAGGERED WITH 4' ENDS OFFSET 4' CASE 1,3 UBG OUTSIDE OF EACH SEPARATE 5LEEPIN6 AREA IN THE IMMEDIATE VICINITY OF ANY ATTIC HAVING A CLEAR HEIGHT OF OVER 30". A 30" MINIMUM CLEAR HEADROOM IN SUBCONTRACTORS SHALL COORDINATE ALL FLOOR TABLE 23-V- 1); EDGE NAILS WITH Ld COMMON OR EQUIVALENT BEDROOMS. THE ATTIC SHALL BE PROVIDED AT OR ABOVE THE ACCESS OFENING. (SEG. 12011.2) AND WALL PENETRATIONS WITH FRAIMING (0.1 3 1 " ROUND x 2-1/2") AT 6" O.G. AT ALL PANEL EDGES, 2.) EACH STORY IN A DWELLING UNIT, INCLUDING BASEMENTS SHALL HAVE AT LEAST 4.) DRAFTSTOP5 ARE REQUIRED TOP BE INSTALLED IN ATTICS AND CONGEALED SUBCONTRACTOR. BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ONE SMOKE ALARM. ROOF SPACES SUCH THAT ANY HORIZONTAL AREA DOES NOT EXCEED 3000 SQUARE - 3.) THE SMOKE ALARMS SHALL BE INTERCONNECTED IN. SUCH A MANNER THAT THE FEET. : ON PLAN. FIELD NAIL AT 1.2" O.G. ACTIVATION OF ONE ALARM WILL AGVIVATE ALL ALARMS. (5EG. 1101.2.10)_ 1. ROOF TRUSSES BY OTHERS. '^' MEANS OF EGRE55 r HALL FRAMING 50'-0., 5. TYPICAL HEADER BELOW SHALL BE 6"x 10" DF -L # 1 U.N.O. 1.) FOUNDATION CRIPPLE 5TUD5 SHALL NOT BE LESS THAN: THE STUDS ABOVE AND, q. PROVIDE 4"x STUDS AT ALL GIRDER TRUSS BEARING POINTS H 51 R OUIRED' FOR ANA ADDITIONAL - DOORS: WHEN EXCEEDING 4' IN HEIGHT, SHALL B£ THE SIZE E DD AND CONTINUE IN WALLGFGI°OUNDATION. 1.) AT LEAST ONE EXTERIOR EXIT DOOR FROM THE DWELLING SHALL HAVE A CLEAR STORY. CRIPPLE WALL5 HAVING A STUD HEIGHT EXCEEDING -;t 4" SHALL BE TANKLE55 1 OPENING OF NOT LESS THAN 32" 8 NOT LESS THAN 6 FEET S INCHES IN HEIGHT. CONSIDERED A STORY 8 BRACED IN ACCORDANCE WITH WATERHEATER I - WP DOOR LANDINGS: TABLE 2308.11.3(1) FOR SEISMIC DESIGN GATAGORY A, B bR . G (=SG. 2308.11.4) q 1.) THERE SHALL BE AFLOOR OR LANDING ON EACH SIDE OF ALL DOORS. THE FLOOR 2.) IN SEISMIC DESIGN CATAGORY D OR E, CRIPPLE WALLS HAYING A STUD HEIGHT I L�30.0' THROUGH WALL OR LANDING SHALL BE LEVEL, EXCEPT FOR EXTERIOR LANDIN65 WHIGH MAY HAVE A EXGEEDIN6 14" SHALL BE CONSIDERED A STORY 8 BRAGE'O AGCORDIN6 WITH SLOPE NOT TO EXCEED 1/4" PER FOOT. A DOOR 15 PERMITTED TO OPEN AT THE TOP TABLE 2305.1 2.4. HEAT PUMP . STEP OF AN INTERIOR FLIGHT OF STAIRS, PROVIDED THE DOOR DOES NOT SWING 3.) SOLID BLOCKING SHALL BE USED FOR CRIPPLE WALLS 'HAVING LOCATION) R A STUD HEIGHT OF (CONFIRM SIZE 8 OVER THdi E TOP STEP. SGREEN DOORS 8 STORM DOORS ARE PERMITTED TO 5WING LE55 THAN 1 4". (SEC. 2305.q.4) - - - - -30 OVER STAIRS OR. LANDIN65. `Tit LL �. 2.) THE LANDING SHALL HAVE A W (DTH NOT LE55 THAN THE WIDTH OF THE DOOR 8 N E A T H E R PROTECTION I '� HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LE55 THAN 36". - 3J THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4' FOR SLIDING DOORS 8 1/2" AH E THE OPENING OF THE SILL OF AN OPERABL._c WINDOW IS LOCATED MORE FOR OTHER DOORS. THE LANDING AT AN EXTERIOR DOORWAYIS ALLOWED TO BE THAN -12" ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART I � REFRI6 SPRGE NOT MORE THAN 1 3/4" BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OF THE CLEAR OPENING OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24" ABOVE (5. CUBIC FT OTHER THAN THE EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHIGH THE WINDOW 15 LOCATED. I MAX) !O LANDING. (5EG5 1005.1.4 8 1 008.1 .6) GLAZING BETWEEN THE FLOOR 8 A HEIGHT OF 24" SHALL BE FIXED OR HAVE OPENINGS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH. (SEG. 1405.1:2) EMERGENCY ESGAPE $ RESCUE 5�F TYGL�ZING f � EMERGEG EMERGENCY ESCAPE 8 RESCUE OPENINFGI 1.) BASEMENTS 8 EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE HAZARDOUS LEGATIONS REQUIRING SAFETY GLAZING INCLUDE THE FOLLOWING _ I FORMICA TOP 8 - (V SPLASH (MAXIMUM WINDOW, EXTERIOR DOOR OR SIMILAR OPENING APPROVED FOR EMERGENCY ESCAPE 1.) GLAZING IN 5WIN61N6 DOORS EXGEPT JALOU51E5, IN FIXED 8 OPERABLE PANELS OF 1 I1 0 SOFT SURFACE - 8 RESCUE THAT OPENS DIRECTLY INTO A YARD, COURT OR PUBLIC WAY. _ SLIDING DOOR 8 BIFOLO ASSEMBLIES, AND GLAZING IN STORM DOORS. b AREA) _ 2.) EMERGENCY ESCAPE 8 RESCUE OPENIN65 SHALL HAVE A MINIMUM NET CLEAR 2.) GLAZING IN DOORS 8 ENCLOSURES FOR HOT TUBS, WHIRLPOOL5, SAUNAS, STEAM OPENABLE AREA OF 5.1 SOFT. THE MINIMUM NET CLEAR OPENING MAY BE REDUCED ROOMS, BATHTUBS 8 5HOW£RS, AND GLAZING IN ANY PORTION OF A BUILDING WALL '� 15"x 15" MAX. SINK - TO 5 SOFT WHEN THE SILL HEIGHT 15 NOT MORE THAN 44' ABOVE OR BELOW THE ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED E06E OF THEDISPOSAL I FINISHED GROUNLEVEL ADJACENT TO THE OPENIN6. THE NET CLEAR DIMENSIONS GLAZING IS LESS THAN 60" ABOVE A 5TANDIN6 SURFACE. 8 D J SHALL NOT BE LE55 THAN 24" IN HEIGHT 8 20" IN WIDTH. THE BOTTOM OF THE OPENING 3,) GLAZING IN AN INI7IVIDIUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR - SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING 15 ^ITHIN A 24" ARG OF EITHER FG A VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION 8 (WHERE THE BOTTOM - STAIRS$ R ALN G ✓ EXF05ED EDGE OF THE GLAZING 15 LESS THAN 60" ABOVE THE WALKING SURFACE. � THIS PROVISION DOES NOT APPLY WHEN THERE IS AN INTERVENING WALL BETWEEN THE - d 1.) STAIRWAY WIDTH: STAIRWAYS SHALL HAVE A WIDTH NOT LESS DOOR 8 GLAZING, WHERE ACCESS THROUGH THE DOOR 15 A CLOSET VOR LE55 IN THAN 36". (SEG 100q.1) DEPTH, OR TO GLAZING IN WALL5 PERPENDICULAR TO THE PLANE OF THE DOOR INA I �43� 2.) HEADROOM: EVERY 5TAIRWAY SHALL HAVE A HEADROOM CLEARANCE OF NOT CLOSED POSITION, OTHER THAN THE WALL TOWARDS WHIGH THE DOOR SWINGS. LESS THAN 6 FEET S INCHES MEASURED VERTICALLY FORM A LINE CONNECTING THE. 4.) GLAZING WHRE THE INDIVIDUAL PANE 15 GREATER THAN[ q SQFT, HAS A BOTTOM F RMIGR TOP I)30 a EDGE OF THE NOSIN65. THE MINIMUM HEADROOM CLEARANCE SHALL BE THE FULL EDGE LESS THAN 15" ABOVE THE FLOOR 8 A TOP EDGE GREATER THAN 36 ABOVE N 08 LASH WIRTH OF THE 5TAIRWAY 8 CONTINUOUS TO ONE TREAD DEPTH BEYOND THE BOTTOM THE FLOOR, AND 15 ADJACENT TO A WALKING SURFACE. PDD( HOUSE I -}amH u H ITC � L-20,0' WM RI5ER. SPIRAL 5TARAYS ARE PERMITTED A 6 FOOT 6 INCH HEADROOM CLEARANCE. 5.) GLAZING LANDINGS 'S W ADJACENT TO STAIRWAY5, LANDS 8 RAMPS 36" HORIZONTALLY I - STAINED w 3.) RISE 8 RUN: THE RISER HEIGHT OF 5TEF5 1N A 5TAIRWAY SHALL NOT BE LESS OF A WALKING SURFACE, WHEN THE EXPOSED SURFACE OF THE 6LAS5 I5 LESS THAN 6 T STA ED GONG THAN 4" OGREATER THAN 3/4', AND THE TREADEPTH SHALL NOT BE LE55 THAN 60" ABOVE THE PLANE OF THE ADJACENT ALKING SURFA,GE. I D GO R 1 D W NG FLA. NOTE: PROVIDE ADDITIONAL 10". SOLID RI5ER5 ARE REQUIRED UNLE55 THE OPENING BETWEEN TREADS DOES NOT 6J GLAZING ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM _ FLA. PERMIT THE PA55AGE SPHERE WITH A DIAMETER OF 4". A N051NO NOT LESS THAN 3/4" TREAD OF A 5TAIRWAY IN ANY DIRECTION, WHEN THE EXFCSED SURFACE OF THEL.-20,0' I O 20 AMP BRANCH CIRCUIT FOR 8 NOT MORE THAN 1 1/4" SHALL BE PROVIDED ON 5TAIRWAY5 WITH 50LID RI5ER5. GLA55 15 LESS THAN 60" ABOVE THE NOSE OF TH ETREAD.. -1 PROVIDE BATHROOM AND LAUNDRY - WHERE THE TREAD DEPTH 15 LE55 THAN 1 1'. A FLIGHT OF STAIRS SHALL NOT W VE A ALTERNATIVE METHODS OF PROTECTION 8 EXCEPTIONS ARE LOCATED IN SECTION I - OOR LEVELS OR 1- B, GK ROOM. THESE CIRCUITS SHALL 24"x36 .- m Q w= zro 0 IT L=41X zQw CL N� Q 0 I �ul w4Rm��F F I,-Wu_vowO-Q!X F~--TOFF-zwQW(3Oz �zOozlF-4pwL0 wp~04=0Uwm}v W��=FZQa -Awul -V _1 Q00z =wv04�sz W 0 0 K0DCL1,_ QroI4v<Q lf1 p r z m } _ T�w � -1 �.h -14 V a of 0 7r Z Qj L- U u- J ,.a m WO J � THESE�L N5 20 E8 BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. VERTICAL RISE GREATER THAN 1 2 BETWEEN FL 406.3. - FOE LANDIN65. (5E5. 1 0011.5 8 1 00q.6) T P R TOWL GSERVE NO OTHER CIRCUITS. 4.) WINDERS: THE MINIMUM WINDER TREAD DEPTH AT THE WALK LINE IS 10", 8 THE p BARS @ 44' MINIMUM WINDER TREAD DEPTH IS 6.. 5.) 5TAIRWAY LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT THE TOP 8 U BOTTOM OF EACH 5TAIRWAY. BOTH THE LANDING WIDTH 8 THE DEPTH MEASURED IN I NOTE: PROVIDE DBL. KING - TTHE MEASUREMENT IN THE DIRECTION OF TRAVEL NEEHE DIRECTION OF TRAVEL SHALL NOT BE LESS THAN THE WIDTH OF THE 5TAIRWAY. - I NEED NOT ko STUDS $ DBL -TRIMMERS EXCEED 45". (SEC. 10011.4) I Q 15 , - 6.) ENCLOSED SPRGE: ENCLOSED USABLE SPACE UNDER STAIRWAYS SHALL BE - J 131 PROTECTED ON THE ENCLOSED 510E WITH 1/2" GYPSUM BOARD. (SEC. 1 00q.5.3)- m O SLIDING SAFETY SLIDING SAFETY 1.) SPIRAL STAIRS: SPIRAL STAIRS MAY BE U5EO FOR MEANS OF E6RE55 IN mI w GLA55 DOOR GLA55 DOOR GFGI DWELLINGS. THE MINIMUM WIDTH OF A SPIRAL 5TAIRWAY 15 26". (SEE BES 10011.5) _ P - SJ A HANDRAIL ON AT LEAST ONE SIDE. HANDRAILS: 5TAIRWAY5 SHALL HAVE D I - HANDRAIL HEIGHT SHALL BE UNIFORM 8 NOT LESS THAN 34" OR MORE THAN 38" ABOVE I THE NOSING OF THE TREADS. HANDRAIL5 SHALL BE CONTINUOUS FROM THE TOP RISER TO THE BOTTOM RISER OF THE STAIRS. A NEWEL POST 15 ALLOWED TO INTERUPT THE CONTINUITY OF A HANDRAIL AT A LANDING. THE USE OF VOLUTE, TURNOUT OR ry / S �. LO6L LO6L 5TARTIN6 EASING 15 ALLOWE DON THE LOWE5T TREAD. ENDS SHALL BE RETURNED OR Q 0 6 SlS 60 1 4 F.O.ABOVEF.O. ABOVE CONT, FRAMING ADJACENT - SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. A CHANGE IN ELEVATION •�` � d LO 1 4 F E .. SCALE: 1 /4" - 1'-0" - CONSISTING OF A SINGLE RISER AT AN ENTRANCE OR EGRESS DOOR DOES NOT Q '�� N TO OPEINING TYP. - RI IRE A HANDRAIL. viUj L-L.O' rO I 1 qq.)HANDRAIL5 PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT LESS DCUBLE T PLATE SHEAR PER PLAN ELECTRICAL SHALL BE IN5TALLED ER THE 2001 C.E.C. THAN 1 1/2" BETWEEN THE WALL 8 THE HANDRAIL. PROJECTIONS INTO THE REQUIRED - WIDTH OF 57AIRWAY5 SHALL NOT EXCEED 4 1/2" AT OR BELOW THE HANDRAIL HEIGHT. �j'-(7" 1 0'-0" 10.) HANDRAILS wITH A CIRCULAR CR055 SECTION SHALL HAVE AN OUTSIDE DIAMETER „ 5 NOT CIRCULAR, IT SHALL -- ' '----'- ---r•.._._. _,,..,,.,_.................: ........ ,,,,_.,�.-...,,.,,,.,,,..,,....,,,_.,,,........,.m.,,,....,,,.,. ,.-.,..,„. ..---^ . ,,.._ ------° ALL BRANCH CIRCUITS THAT SUPPLY RECEPTACLE OUTLETS IN BEDROOMS NOT LE55 THAN 1 1 /4 OR MORE THAN 2 IF THE HANDRAIL L ' HAVE A PERIMETER DIMENSION OF AT LEAST 4" 8 NOT GREATER THAN 6 1/4" wITH A -I ALLOW- A.B. DIAM, X SPRUNG SHALL $E PROTECTED BY ARG -FAULT CIRCUIT INTERRUPTERS. MAXIMUM CRO55-SECTION DIMENSION OF 2 114". THE HANDRAIL PORTION SHALL HAVE MARK ? EDGE S�'REA ABLE SOLE PLATE "SIMPSON" WITH 7" EMBED I _; ° 3 2. MAIN ELECTRICAL SERVICE 15 200 AMP. A SMOOTH SURFACE wITH NO SHARP CORNERS. (5EG5. 1 00q.1 O 8 1 O 1 2) 1 NAILING THING LOAD FASTENING (3)'. CLIP SPACING � 1 1.) A CONTINUOUS RUN OF TREADS OR FLIGHT OF STAIRS wITH FEWER THAN FOUR (} l3) ( ) ° 3. THERE W ILL BE A MINIMUM OF ONE GFI PROTECTED RECEPTACLE SERVING � 2X PTSILL 3X PT SILL ? C51S STRAP X =! _ __ id ? I ;TECH, OPE~€ ] STWN'N. STUDS ANY ISLAND COUNTERTOP THAT 15 24 INCHES BY 12 INCHES OR LARGER. RISERS DOES NOT REQUIRE HANDRAIL5. �.... - r.., .................................... .,,;,..,,,._,.,,:......,.,-.... ,..--" ----.... / , " 1. } 1 " A3B i f'" pIA• ' I/'2" p#A. THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE - R� •-� 'I" AIE�DOr ; €. I i t i -. 3 i 4. ALL NON -DEDICATED 15 AND 20 AMP., 120 VOLT RECEPTACLES LOCATED IN +S $" € '°Jf$" 2.60 $ 7.. 1 THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, 1�3UTH €.£iN(rN1 ! : O.C. '-13" �.c. r3 ctc ? '- " 0i01 I ) € i THE GARAGE WILL BE GFI PROTECTED PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR 10Cf NAILS AT 2 5GREEN DOOR, DOES NOT SWING OVER THE LANDING. : 1/16-O,C ,• --------•:�-mm-,•�• 5. ALL OUTDOOR 15 AND 20 AMP., 120 VOLT RECEPTACLES WILL BE NOTES: ; ` SCALE: 1 /4 1 -0" 2 CENT"�RE�? € € f- ' 2X WEATHERPROOF AND GFi PROTECTED. r IMNi OW, WRAP €? I � 6. ALL KITCHEN COUNTERTOP 15 AND 20 AMP., 120 VOLT RECEPTACLES WILL t FRAMING, USE 2 NOMINAL OR VADER DOUGLAS FIR LARCH, PT DF FN€3N SILL, STUDS NOTE: PLATE HEIGHT TO BE 10' AT CORNERS BE GFI PROTECTED. AT 1S" O.C.MA)(, BLOCK ALL FAlEEL. EDGES. UNLE55 NOTED OTHERWISE. WHERE OCCURS' � i `: � 7. ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE 2° %!EATHING: USE APA RATED (32/16) SHEATHING UAA APPLY SHEATHING AND OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE NAILING TO BOTH SIDES OF WALL ftERE SPECIFIED "2 SIDES" �-- NOTE: FOR ALL PEX INSTALLATIONS, A I I :. I STRRT� i WILL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24". COMPLETED'REDUE5T TO USE PIEX WATER ' I ,rel L. LIGHT FIXTURES IN TUB AND SHOWER ENCLOSURES WILL BE LISTED AND 3, NAILS: USE Od COMMON OR 8d GUN NAILS (DIA, W DAM*) EDGE NAIL AT ALL PANEL SOLID BLOCK TYR - I �I EDGES, TOP PLATE, SOLE PLATE, MUD SILL, POSTS, AND HOLD -D30 COMP, STUDS, FIFE FORM MUST BE SUBMITTEDAND : A a E.N. ; „ LABELED SUITABLE FOR DAMP LOCATIONS OR SUITABLE FOR FIELD NAIL AT 12" OX, APPROVED BY THE BUILDING OFFICIAL. $ WET LOCATIONS". 12d/16d SINKER SHANE DIA.-OA48", 20d COMMON SHANK DIA. SDS ' ° i l ..,, -t. q. BATHROOMS WILL CONTAIN AT LEA57 ONE FLUORESCENT LIGHT FIXTURE DENOTES "SIMPSON' SELF DRXVNS SCREW1= � q I: I 1I '1 E F. WHERE THE TUB OR SHOWER 15 LOCATED THAT IS SWITCHED AT THE STAGGER 50LE FASTENING AND PRE -DRILL PILOT HOLES (MAX 7$% NXL DIA.) TO ANOD SILL PLATE i SPLITTING WALL ELEMENTS. :; ; ENTRANCE TO THE ROOM. i3 i.. ' 1 O. CLOSETS LIGHTS PER N.E.G. ARTICLE 4 10-5. k i� ......; 1 1. GROUND FAULT PROTECTION SHALL BE REQUIRED IN ALL BATHRCOM5, !, GARAGE, KITCHEN, WET BAR AND EXTERIOR RECEPTACLES (N.E.G. 2 10). -EW W PLY AT STUD ADJAC.•E14T TO OPENING 12. IN57ALL SMOKE DETECTORS AS PER THE REQUIREMENT .,,E.N. PLY AT STIUD ADJACENT TO OPENING OF U.B.C., SECTION 3 1 O.q.1. R�;���r�f!� �t1}y n.es 1 3. THERMOSTAT5 SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS.[ ; ( OPENING .i 113 TRAPPING ,.��i- a" Il.�J G D + i L` L � � � 1 4. PROVIDE BAGKDRAFT DAMPERS AT ALL EXHAUST FANS. � � �r r I ��" (� s , Y. �� "t TYPICAL SHEAR ------ "` �PROVIDE LIGHTS SWITCHES AND RECEPTACLE FOR MAINTENANCE OF fl -'tea NO S,'-,AtE MECHANICAL EQUIPMENT. NO SCALE 16. INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING FIXTURES _ IN KITCHEN AND ROOMS WITH WATER CLOSETS. / ---- - Owner:`� BP# 165cR,-i, i N J w Z W A J Q 13 tu V LL 0Wd W 600 5q,Ft POOL HOUSE XXX 5q,Ft GARAGE XXX Sq,Ft COVERED PATIO DATE: 8/25/2008 SCALE: 5HOWN a o O PAGE COPYRIGHT 2008 Pool HOU5e\Hughes Plan.layout :RING JOB NUMBER: OS -228 E HUGHE5 (530)515-3011.2 EXTERIOR FIN15H PER PLAN BATT INSULATION PER ENERGY GAL05. \ `• 0 1 J �� Y PRESSURE TREATED SILL WITH 1/2" DIA. X 12" 1 1 CONTINUOUS RIDGE VENT ANCHOR BOLTS @ ' II AND 12" MAXIMUM 6 N FROM ENDS W ITH 3" X 3" X 0.2 9 9' PLATE COMPOSITION SHIN&LE ROOFINGZ - WA5HER5 - TYPICAL. PLATE WA5HER5 MAY INTERIOR FINISH LIGHT OVER 1 5# FELT' OVER 1 /2"GDX HAVE A SLOT 3/ 16" LARGER THAN THE BOLT 8 2"x STUDS AT 16" a/c CONTINUOUS RIDGE VENT 1 3/4" LONG IF A STANDARD GUT WASHER 15 PROVIDED BETWEEN THE PLATE WASHER B PLYWOOD OR 055 W/ 5d'S @ 6", 1 2° G/G 90 COMPOSITION ROOFING OVER 15# NUT. 4' CONCRETE SLAB --;,,� ___ FELT OVER 1/2" GDX PLYWOOD SLIDING ' PIR OSTCH S W1T2H Sd'S AT 6", 1 2" c/c. FIN15H GRADE - SLOPE AWAY FROM FOUNDATION UNDISTURBED • J► Vol i ; - 1 BOO � �-� iW FASGIA WITH GUTTER , K/ CONNECTED TO '� • iD 2"xV DOWNSPOUTS 4" GRAVEL FILLtu ` J #4 REBAR TOP 12" 8 BOTTOM 3 GOAT STUCCO 90 OVER 3/8" PLYWOOD ,111111,,. TANKLE55 TY�'IGL'Ei�INtTEi� FOOT11�tG WATERHEATER SCALE: 1/2" - 1'-0 - 9 • THROUGH WALL I'HEAT PUMP EXTERIOR PLASTER (CONFIRM SIZE s OR I H LOCATION) � 1 1OV ` SHALL HAVE WEEP To l SCREEDS PER GBG ® GFI ROOF PLYWOOD }�` 6 A 5 5 @ 4'-0" CIC,- FLOT Y' �� THE L"NDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN '1.'15 INCHES TYPICAL - UNLE5r'7 : BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN A MINIMUM OF ONE LAYER OF NO. 1 5 OTHERWISE NOTED. EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5WING OVER THE LANDING. ASPHALT FELT, COMPLYING WITH ASTM D- 226 FOR TYPE 1 FELT OR OTHER O /� I �� SCALE: 1 /4�� - 1-O" APPROVED MATERIALS BEHIND ALL TYPES 5VE: � - � —O � � THE GROUND IMMEDIATELY OF EXTERIOR WALL FINISHES IS REQUIRED. AL SOLID BLOCKING - ` ADJACENT TO THE FOUNDATION OMIT @ 5' a/c SHALL BE SLOPED AWAY FROM \ - \ THE BUILDING AT A SLOPE OF NOT LE55 THAN 1 UNIT VERTICAL IN 20 FASCIA V q,0 UNITS HORIZONTAL (5%) FOR A GUTTER �� • + 0 MIN. OF 10 FEET MEASURED 0. 1 PERPENDICULAR TO THE WALL . a V E. N. TRUSSES AT 24" G/c �' Qfa o - SEE ROOF PLAN \ / �� FASCIA SOFFIT EAVE 2"x6" STUDS AT 16" c/c Y PARCEL PROVIDE CONT. VENT 51DIN6 PER PLAN 'FGRE EAVE DETAIL - CONTINUOUS RIDGE VENT SCALE: 1/2" - 1'-0° EX15TIO C COMPOSITION ROOFING OVER 15# RESIDENCE FELT OVER 1/2" CDX PLYWOOD OR 0588 WITH 8d'S AT 6", 12" G/c. (UNCHANGED)TCH 2 � ` a 14"x 15" ATTIC VENT �Y SHINGLE MOLD ROOF PLY �% O T4,1 FASCIA WITH GUTTER CONNECTED TO 2"xx3x1:)OWNSFOUT5 2"x FASCIA - E. x. °a SEE ELEVATION 2..X4.. SOFFIT EAVE n k�•(0 A O I J\ TRU55E5 ` 2O • • AT 24" G/G TANKLE55 A 51 IN6 - SEE ELEVATION E. x. ` - WATERHEATER D E. N. A35 48 a/c, TYPICAL 3 GOAT STUc.GO UNLF-55 OTHERWI5E OVER 3/8" PLYWOOD NOTED. LIGHT SIDING PER PLAN 2"x6" STUDS WITH DOUBLE TOP PLATE - EXTERIOR PLASTER A MINIMUM OF ONE LAYER OF NO.1 5 THROUGH WALL ASPHALT FELT, COMPLYING WITH A5TM D- HEAT PUMP SHALL HAVE WEEP 226 FOR TYPE 1 FELT OR OTHER (CONFIRM SIZE 8 SCREEDS PER GBG APPROVED MATERIALS BEHIND ALL TYPES LOCATION) &ABLE END DETAIL OF EXTERIOR WALL FINISHES 15 REQUIRED. PLANNING - BUILDING SCALE: 1/2" G DIVISION = 1'-0" lVGPLAN APPROVAL , Use: �•�,�='S�.. a±e: , Parking; Land Other SCALE: 1/4" = 1'-0" Slr�naRtar�: b .24"x36' Q Q Lu? zm 0 Lu F CL < W kn �F d UA �w<vMI�F ww V0 -_V hFp4i--zLu p awF�z�z�t�m � wQd_pd=Ovw�V3 w >wz v0 �wwdY4Q�p�Uz xwv(3<05zwo0 <mLH1dmy<v<0 cx] 4 Ill �Or Z } Owe Z O � F 4 IL }O Ill �z O 4_ W 01 s, CP TF+E�E 2 5NS HAV BEEN REVIEWED ONLY FOR COMPLIANCE_ WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER 516NED BY TH15 ENGINEER FOR EACH UNIQUE BUILD. I&HT XXX 5q.Ft COVERED PATIO DATE: 8/25/2008 SCALE: 5HOWN 00o ' A MINIMUM OF ONE LAYER OF NO. 5 4" GRAVEL FILL THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN '7.75 INCHES ASPHALT FELT, COMPLYING WITH ASTM D- ��fj STORY "m BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5WING OVER THE LANDING. 226 FOR TYPE 1 FELT OR OTHER .. ... - APPROVED MATERIALS BEHIND RLL TYPES SCALE: 1/4" - 1'-0"PC7@ OF EXTERIOR WALL FINISHES 15 REQUIRED. 2 SCALE: 114" - 1'-0" NATURAL VENTILATION 15 BASED ON 4 PERCENT OF FLOOR AREA. NATURAL LIGHT 15 BASED ON 5 PERCENT OF FLOOR AREA. rr=, THE ATTIC ACCESS OPENING 15 TO BE A MINIMUM OF 20 INCHES 511,30 INCHES.. COPYRIGHT 2008 • -_- i -AI IIBY X 1 Flan5\Hugnes Feuoivau Pool Hou5e\Hughes Plan.layout VERTECH ENGINEERING JOB NUMBER: 05-225 STEVEHUGHES (530)515-3092 T- — IF 9 1 3/8"PLYWOODvvc-miia TANKLE55 rL1rvvvti COMPOSITION SHIN&LE ROOFINGZ CONTINUOUS RIDGE VENT - WATERHEATER Q J LIGHT OVER 1 5# FELT' OVER 1 /2"GDX CONTINUOUS RIDGE VENT PLYWOOD OR 055 W/ 5d'S @ 6", 1 2° G/G COMPOSITION ROOFING OVER 15# FELT OVER 1/2" GDX PLYWOOD W W Q J l: 1 2 PITCHZ SLIDING — WATERHEATER OR 05B WITH Sd'S AT 6", 12" G/G. 3 GOAT STUCCO SAFETY PITCH 8 / 12 - E2cc - BLOWN INSULATION AS "TRUSSES AT4"/ GLASS DOORASPHALT ~ W � O L teee ENERGY GAL05 DESIGN 8 GALG5 BY OTHERS 14"x 15" ATTIC VENT COMPOSITION ROOFING OVER 15# Q tL H 93PER W l FELT OVER 1/2" -PX PLYWOOD H 7 O 0 NOTE: SOFFIT n FASCIA WITH GUTTER OR 055 WITH 8d'S AT 6", 12" G/G. X O J W EAVES 8 PROVIDE \1 / CONNECTED TO PITCH 8 / 12 HEAT PUMP (CONFIRM SIZE d —'---� V W LL- (L� D- to CONT. VENT 2"x3" DOWNSPOUTS FASCIA WITH GUTTER (CONFIRM SIZE d LOCATION) 5GREEDSS PER GBG OF EXTERIOR WALL FIN15HES 15 REQUIRED. CONNECTED TO 600 Sq,Ft POOL 1 /2" GYP. BD. {�+ --1 OPLATE HEIGHT 1 O' PLATE HEIGHT L 2"x5" DOWNSPOUTS HOUSE LOCATION) BATT INSULATION - A5 EXTERIOR PLASTER 1 1 Ov 13 PER FNER&Y GALG5 ' SHALL HAVE WEEP 6Ix 1011_ Xxx 5q,Ft HEADER 2" x 6" STUDS @ 16" G/cG FIXED GLASS kNINVO^ FIXED 6LA55 WINDOW GARAGE F.G. WINDOW 3 GOAT STUCCO EXTERIOR FINISH OVER 3 GOAT STUCCO I&HT XXX 5q.Ft COVERED PATIO DATE: 8/25/2008 SCALE: 5HOWN 00o ' A MINIMUM OF ONE LAYER OF NO. 5 4" GRAVEL FILL THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN '7.75 INCHES ASPHALT FELT, COMPLYING WITH ASTM D- ��fj STORY "m BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5WING OVER THE LANDING. 226 FOR TYPE 1 FELT OR OTHER .. ... - APPROVED MATERIALS BEHIND RLL TYPES SCALE: 1/4" - 1'-0"PC7@ OF EXTERIOR WALL FINISHES 15 REQUIRED. 2 SCALE: 114" - 1'-0" NATURAL VENTILATION 15 BASED ON 4 PERCENT OF FLOOR AREA. NATURAL LIGHT 15 BASED ON 5 PERCENT OF FLOOR AREA. rr=, THE ATTIC ACCESS OPENING 15 TO BE A MINIMUM OF 20 INCHES 511,30 INCHES.. COPYRIGHT 2008 • -_- i -AI IIBY X 1 Flan5\Hugnes Feuoivau Pool Hou5e\Hughes Plan.layout VERTECH ENGINEERING JOB NUMBER: 05-225 STEVEHUGHES (530)515-3092 T- — IF 9 3/8"PLYWOODvvc-miia TANKLE55 rL1rvvvti - WATERHEATER LIGHT TANKLE55 SLIDING WATERHEATER 3 GOAT STUCCO SAFETY - OVER 3/8" PLYWOOD GLASS DOORASPHALT teee _ THROUGH WALL A MINIMUM OF ONE LAYER OF NO.1 5 EXTERIOR PLASTER FELT, STM D - - THROUGH WALL HEAT PUMP 226 FOR TYPE 1G�ELT OR OTR SHALL HAVE WEEP HEAT PUMP (CONFIRM SIZE d —'---� APPROVED MATERIALS BEHIND ALL TYPES (CONFIRM SIZE d LOCATION) 5GREEDSS PER GBG OF EXTERIOR WALL FIN15HES 15 REQUIRED. 4" CONCRETE SLAB LOCATION) EXTERIOR PLASTER 1 1 Ov 13 SHALL HAVE WEEP GFI SCREEDS PER GBG I&HT XXX 5q.Ft COVERED PATIO DATE: 8/25/2008 SCALE: 5HOWN 00o ' A MINIMUM OF ONE LAYER OF NO. 5 4" GRAVEL FILL THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN '7.75 INCHES ASPHALT FELT, COMPLYING WITH ASTM D- ��fj STORY "m BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5WING OVER THE LANDING. 226 FOR TYPE 1 FELT OR OTHER .. ... - APPROVED MATERIALS BEHIND RLL TYPES SCALE: 1/4" - 1'-0"PC7@ OF EXTERIOR WALL FINISHES 15 REQUIRED. 2 SCALE: 114" - 1'-0" NATURAL VENTILATION 15 BASED ON 4 PERCENT OF FLOOR AREA. NATURAL LIGHT 15 BASED ON 5 PERCENT OF FLOOR AREA. rr=, THE ATTIC ACCESS OPENING 15 TO BE A MINIMUM OF 20 INCHES 511,30 INCHES.. COPYRIGHT 2008 • -_- i -AI IIBY X 1 Flan5\Hugnes Feuoivau Pool Hou5e\Hughes Plan.layout VERTECH ENGINEERING JOB NUMBER: 05-225 STEVEHUGHES (530)515-3092 T- — IF a wTButte County Department o Development Services °TF ° YVONNE CHRISTOPHER, DIRECTOR ° ° ° ° 7 County Center Drive ° z• c Oroville, CA 95965 ° ° (530) 538.7601 Telephone c�UN'�y (530) 538-7785 Facsimile II ADMINISTRATION * BUILDING * GIS * PLANNING Erosion Control Measures for the .North Chico Specific Plan Area d weather between een Aril 15 to November 15. Mulch Note. limit soils work to periods of dry P 0 I or greater protect, Hydro -seed, or otherwise stabilize the soil on all areas with a slope of 10% that have been disturbed or have been cleared of vegetation and are of erodible material. i II { j c II ISI - I, L is OT `' i'1�pKp^ H. t .T ^T� 4 T y�'�.�t�+ (]�/ �i�+ �^{�`y'� pg�{ � n 'V, rt4 G.cf Ci4 r. •.x-�-A� F Vf9w7LF1i L'ii! ' ��^{/t8{{J�z-- jL��{G.H s tt ELECIMIC'8t F yrjS Vit( q j'�u}(��(a� '�J. LQFt �;' up