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Home My WebLink About056-070-061v 056=070-061 94 L17.4B GALLAGHER,•. ERNEST .' Y - 10624.;COHASSET RD. ; CHIC041 r: ` y ^ .4 CONT_: BUTTE ROOFING• mow-~ REROOF/ SF,- a - _ 1 s� q + �p i5'1 f 1 056-- 070= raft" 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 L,onuactor Hppucam: square rootage: FEATHER RIVER TERMITE FEATHER RIVER TERMITE Building Garage Remdl/Addn 102-A GOLD DREDGER DRIVE 102-A GOLD DREDGER DRIV OROVILLE, CA 95965 OROVILLE, CA 95965, Other Porch/Patio Total (530)533-6954 '(530)533-6954- • • FEE INFORMATION [LLDLBMS'C Remodel -Residential $115.98 "LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires FEATHER RIVER TERMITE 5375 / / I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I'am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. n / X f,A� r'0 • 8/8/2007 Contractor's Signature el 61 Date WORKERS' COMPENSATION.DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for.which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier Policy Number: Exp. Date: (This section need not be competed if the permit is or one hundred dollars ($100) or ess. ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X gy, 8/8/2007 ,' Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. .CONSTRUCTION LENDING AGENCY- . ; I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Balance Due:. $0.00 Receipt No: B4147 - OWNER / BUILDER DECLARATION--- �1 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001; i Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the + Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: Owner's Signature 8/8/2007 Date 1 hereby certify that I have read this application and state that the above information is correct. 1 agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pPM�g�erty owner or authorized o act on the property owner's behalf. 1KAL�A...a„ 1 A -1 1 8/8/2007 ElOwner ❑ Contractor OR; E]Agent for Owner MAgent for Contractor FILE COPY -PROJECT INFORMATION.+' Site Address: 10624 COHASSET RD Owner: Permit NO: 807-1700 APN: 056-070-061 GALLAGHER; TIMOTHY ALAN Permit type: MISCELLANEOUS 10624 COHASSET RD Issued Date: 8/8/2007 By GLB Subtype:Remodel CHICO, CA 95973 Expiration Date: 8/7/2008 Description: REMOVE & REPLACE 6 SUPPORT Occupancy: Zoning: TM5 L,onuactor Hppucam: square rootage: FEATHER RIVER TERMITE FEATHER RIVER TERMITE Building Garage Remdl/Addn 102-A GOLD DREDGER DRIVE 102-A GOLD DREDGER DRIV OROVILLE, CA 95965 OROVILLE, CA 95965, Other Porch/Patio Total (530)533-6954 '(530)533-6954- • • FEE INFORMATION [LLDLBMS'C Remodel -Residential $115.98 "LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires FEATHER RIVER TERMITE 5375 / / I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I'am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. n / X f,A� r'0 • 8/8/2007 Contractor's Signature el 61 Date WORKERS' COMPENSATION.DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for.which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier Policy Number: Exp. Date: (This section need not be competed if the permit is or one hundred dollars ($100) or ess. ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X gy, 8/8/2007 ,' Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. .CONSTRUCTION LENDING AGENCY- . ; I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Balance Due:. $0.00 Receipt No: B4147 - OWNER / BUILDER DECLARATION--- �1 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001; i Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the + Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: Owner's Signature 8/8/2007 Date 1 hereby certify that I have read this application and state that the above information is correct. 1 agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pPM�g�erty owner or authorized o act on the property owner's behalf. 1KAL�A...a„ 1 A -1 1 8/8/2007 ElOwner ❑ Contractor OR; E]Agent for Owner MAgent for Contractor FILE COPY �VTTF BUTTE COUNTY PERMIT 0 o DEPARTMENT Off' DEVELOPMENT SERVICES ° ° NO. BUILDING PERMIT APPLICATION. ° ° OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 c -=-�C,'aa- a A FEE WILL BE REQUIRED AT TIME OFAPPLICATION y Website: w. zw.buttecounty.net/dds BIN # 01A **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name First Name Mailing Address City State Zip Phone Fax E-mail CONTRACTOR Name e e ver+r° r r^ if f'e Address 2 —A 60 (A City rh J ,, �� State, Zip 9 Phone Fax E-mail Lic. # 40 Class IjK. S.S 7S— ' APPLICANT INFORMATION -ARCHITECT/ENGINEER Name Address Address City City /+r eC Zp9s9� State Zip Phone E-mail Fax E-mail State License Number APPLICANT INFORMATION Name' 1 ` 1� Address Occ. City /+r eC Zp9s9� Phonea S� 1 EFax' E-mail APPLICANT SIGNATURE X Cd 0'c p - 676 - &-0•/ PROJECT LOCATION AP# Property Addressed G �� b City / WORKER'S COMPENSATION Policy Number Carder 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: 7-4 6 f, 'fie.12o t . emov � D � Su ami'. 'tv Re, e : ,- peL AIS X qQ cue' e o nec��r Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy �, 67 (Note previous use): For office use only: Zoning Flood Zone SRA I Yes FNo Occ. Type Const. d FEATHER RIVER TERMITE 102-A GOLD DREDGER DRIVE OROVILLE, CA 95965 (530)533-6954 FAX (530)533-5793 August 8, 2007 To Whom It May Concern: I, Billie C. Love Jr. give Richard Higgins permission to obtain a building permit for my company. Thank you, 8 Billie C. Love Jr. Feather River Termite P PLAN REVISION/RETURN Owner's Name: Date:—z Contact Person & Phone Number: Received By: C� Time: PURPOSE OF RE -SUBMITTAL OR REVIzSION ❑ Permit Application Data Sheet Item Ju ❑ *Engineering SERVYCESN� *Plan Revision ❑ *Requested by Building Inspector's Correction Notice – Inspector's Name: ❑ Requested by Plan's Examiner – Plan Examiner's Name: ❑ Other: I *If revising a plan which has already been issued, 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. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, .PROCESS AS FOLLOWS: ❑ Mail to-Owner/Contractor at this, address: Call �%iyl `�Z� and hold for pick-up. O Deliver with next inspection. 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 $54.99 Recei t #: ' ��-S ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. !f� ❑ Additional Fee Amount: Receipt #: Revised 2/04 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.neAdds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.f License Class License Number: Date: Contractor. l�CJ �eall `A c Y;, OWNER -BUILDER DECLARATION .. I hereby affirm under penally of perjury that I am exempt from the. Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of properly who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.): ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code. I shall forthwith comply with those provisions. Date: Applicant: WARNING: ailure 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 attomey's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: PERMIT NO. BP041186 Issued Date: 11/02/2004 APN: 056-070-061-000 Site Address: 10624 COHASSET RD COH Map Index: i Description: ADD SF(1127)DECK(676) r. Owner: GALLAGHER TIMOTHY ALAN TRUST C/O GALLAGHER TIMOTHY ALAN TRUSTEE 1617 PASADENA GLEN RD PASADENA, CA 91107-1214 Applicant: GALLAGHER TIMOTHY ALAN TRUST Contractor: License #: Architect: Engineer: Total Square Ft: 1803 S.F. Valuation: $80,015.00 Census Code: 3�1q-sem I � t 58a •7�- q.. s� • oq- rhis permit is hereby issued under the applicable provisions of the Butte County C:odR anrVor Resolutions)to do work indicated above for which fees have been paid. Date: t t • 7 • O� 11 -2 -os ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ZI Notification in accordance with Section 1.9827.5 of California Health & Safely Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the d u horize. d+agent oft e'owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of an i o ocumen f Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned properly for inspection purpose Print Name: %.1 / �' �/' ( O�'ITT f �c'T_ n Signature: r Date:. C� 0 Owner * Contractor ❑ Agent for Owner ❑ Agent for Contractor PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. 06/29/2005 WED 10:26 FAX 530 891 3267 CUSD BUSINESS OFFICE 4a002-/002 it . , JVn 29 05 09:48a p.2 BUTTE COUNTY SCHOOL$ IMPACT FEE CERTIFICATION FORM (One fofrn per BldldIng' School DistrictC.r f f7 _C) U N l %/ L_ lJ Building Department A.P.. Number � Jutisd(ctiotl: l� Cltsr c�ltg Property Owner A- G /-&=70- Property LocetionlAddress C" /"0 Residential Development No of Living Mobile Home units Installation ComrnerciaUlndustrial 0 cues., en�ew,�, Lot No. �.�._.�__ __._........_-_. ®--•----• I Sq. Footage' / fdT 1 'Supplernenfai to (Group R) Conversion Permit p _ �*(No foundation plspeclbn)_.j Deed Restricted Sq. Footage i (Attach a signed copy of Dead Restriction and Notice of limited Use Facility document) 54 Footage (Indra tg Exterior Rooted Meas) 6 -29 -os' Date District IdentificaWn No. / V School District certifies that (Applicant) t (Street Addressl (Phone NumbwI (City) (state) (Zip Code) has'compfied with the requirements of Reso)utlon No. by payment of $ representing square feet. 2928 ti FULL PAMGAIWN L Sehool District Wrosertative Date Paid by Check d Remarka�� No**, You may ptoteK the, twoosliM rAft fees WudMW above by subm8flog; a written protest to the DIsI t, in compliance %rich Government Cods Bastion 66 Ms0 edtldn 90 days from the dale tees am pal[ Failure la eshtntl a timeN writlen protest rMq'protdbit you from ctw9w ft go Imposition of the fees to any coat adios + It aubseq wd to the Bchaoi Dbbfcl ftspr69wdetIm GOWN tiros Bums CWfdy 8011001% Impact Fee flan Form this 80h oo1 artrict is rlo,In - by fit applicable Local Plmtnbrg Agency that this probes to bsing revio%ad under tit Coafomts bwkw anW Cutch r Act tcEQ4 tfW prafset may a sub jest to eddklomd school fees to"rrttlgsts he Impact an the school dbbtct`e edloob. White (applicant), Yellow (!wilding department), Pink (school district) feel0lm.lde00103)mrvn 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.neAdds PERMIT NO. BP041186 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: 11/02/2004 APN: 056-070-061-000 the Business and Professions Code, and my license is in full force and effect. License Class - d License Number: Site Address: 10624 COHASSET RD COH /� Date: O� Contractor. Z rio�%, (Oyl� Map Index: Description: ADD SF(1127)DECK(676) 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: GALLAGHER TIMOTHY ALAN 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 signed statement that he or she is licensed pursuant to the provisions of C/O GALLAGHER TIMOTHY ALAN TRUSTEE 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 1617 PASADENA GLEN RD she is exempt therefrom and the basis for the alleged exemption. Any PASADENA, CA 91107-1214 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).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: GALLAGHER TIMOTHY ALAN TRUST PP owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The, Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 1803 S.F. Policy#: I certify that in the performance of the work for which this permit is Valuation: $80,015.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: % Applicant: ` WARNING:allure 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 interest, fees. 5 8 a . —y 1 �' 8 ( 1!56a-72— 4 • m-4- • 04" code, and attorney's -3e-1 / CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte Cnunty Code ?nrt/or 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.) 'x-� Y UAL Name: By: Date: PEIT PIRES ON: I I ' O 5 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 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 d orized agent oft 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 an i o ocumen f Otte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpose Print Name: r6 Z02!2 O Signature: 'L Date: ❑ Owner Contractor 0 Agent for Owner 0 Agent for Contractor „c BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP DATE:7;5T APN:ONING: mO_� /n OWNER'S LAST NAME: OWNER'S FIRST NAME: PHONE CT- <Z) // A �1' STREET ADDRESS: AX: FAX- C)S CITY. P: C11 E-MAIL: I SITE ADD ESS: - In C,2cS e• ' 411T.41M —AI Y C)� Co- 1� J 66--30 I APPLICANT NAME: IxIFAIM CONTRACTOR NAME: PHONE i�..f-7C._0 � 0 FAX I ARCHITECT/ENGINEER NAME: CITY, ZIP: 0. 9s DESCRIPTION OR SCOPE OF WORK: 39 32 c 0 ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. , For office use only: G� Notes: - SP c>Z Application Received by: Date: Receipt number: e-) /.z �!_ Amount Received: (% L� 3 . C* r �..-.vvv.�. �„r•��_.......+['�.�tN-�''C�r�«a'"-""'A+a•�^r�"r's.'�Tr"�".•�,:'-.."�tl""'rY'�r---r.�'-';-"!'" �� ..-.y�,*w+p.L°y^+�'�TrM'Ldp`�Y�^,yM►^'rr'_•"v++•-a+.•r--"':w•�e�--./"...:.•-,�.,,�-r�+w� «.- -.,-• COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMI.T APPLICATION DATA SHEET OWNER: "UJ t a, r 1,3m f ob I✓ISSESSOR PARCEL NUMBER Proposed Building Use: Q gdI� /Z-7 Counter Technician: Date: `7 -lit/' e s required in order to apply for a permit. 'All boxes M ST be checked OR marked NA in order W 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) 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 ❑ 14. Hazardous Material Form , - 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ O,roville, as applicable.' 0 ' 16. Other o 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 4. (f ❑ 19. Soils Report and/or Engineered Foundation required ........................................... r 020. Erosion Control Plan Required.'...................................................................... ........ /Q1 Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit ....................................................... ..... California Department of Fores ry plan approval ❑ paid. Sent by: 2 . lanning approval (A) Use: �(B)Parking: (C) Parcel Check: /0 5. 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) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... " Cl 31. Owner -Builder Verification (_ Given 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...........................................................":........................... I ❑,� ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter•rom Legal Owner, 11Check to H.C.D. $ 3 : Oth� er: lew�%w r-0;5 1g, V, flAl 9. Other:DjjIo� e 5. When issued Telephone e2nr7 j 96and hold for pickup. I have beeinforme02forthe it ms and ui ments for obtaining a building permit. ` Appltca(er��m�it�appli�at A.Date: 14 1. Indext msu be d: Plan Check Let er 2. Additional items required - a M r (IIA 4d' MWesigner,owner, was advised oveda y phone, @ , ❑ counter, by Date: 1Lo e was advised o thea ve d a by [done, P- ail, ❑ cou er by Date: d Plans reviewed by: Dae: a d Plans approved by: R3V7 Date Structural reviewedby: Date: Structural approved by: Date: o Note transfer by: Date: Yellow: Building Division w-... E.H. USE ONLY ✓, Plat Plan Attached y Root Plan Attached ++ Sent to G.D. TO: Building, Department FROM: Environmental Health SUBJECT: Sanitation Clearance =22��C✓a�he.� �o�a y Gess �� aP�✓ __ D�� - Cao - a� Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well ✓ Clear/ "ice for Avre tirtg. Other GLS �- �r , �-,�, / da s� -A I C) —a At;eOr rri Final clearance O.K. NOTE: nviron tn alth Specialist 8/96 G� ate COUNTY OF BUTTE , DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 �SCHEDULE AO/F.,RECEIPT OF FEES OWNER - J J ✓Y) 4- 12,40 PROPROSED BUILDING USE l / ' ,JV7• V 1.BUILDING PERMIT FEES _ --- Balance Due ..................... $ --- Additional Fees Due........... $ -- evised Plan Checking Fee.... ".$_ 2. SCHOOL DISTRICT FEES_ �'7 OKI 16 (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... Sq.Ftg. 4. URBAN AREA FEES X $0.03 = $ A.P.# DATE RECEIPT # ' DATE REC. (paid at Building Division) r 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 $ 0.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $ '89:59-(patd at Building Division) 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.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was vised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during. the pla process APPLICAN DATE / Pursuant to Government Cod 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) 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.netldds PERMIT NO. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. j License Class: LicenseNumber: Date: l C o Contractor. /AJR�/� Ccr7S�. OWNER -BUILDER DECLARATION I hereby, affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain_ workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: #: �Policy ➢0 I certify that in the performance of the work for which this permit is / \ issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comp ly'witt tho`see provisions. Date: Applicant: —% ��6� ✓b// WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one r (� 03 hundred thousand dollars ($100,000), in addition to the cost of � —1 3 compensation, damages as provided for in Section 3706 of the Labor 1 code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code Bnrvor I hereby affirm that there is a construction lending agency for the Resolutions to do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By Date: PERMIT EXPIRES ON:\ Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the d u orized agent of a owner. I agree to comply with all county and state laws relating to building construction. I acknowledge itis unlawful to alter the substance of an i o or docume of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpose Print Name: C7 � / / O i C� ✓n%� Signature: moo/ _ c , Date: ❑ Owner Contractor 0 Agent for Owner ❑ Agent for Contractor School District r A.P. Number Property Owner Property Location/A BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) C) �j(J/ /it �� Building Department No. Jurisdiction: City ®County Subdivision . ................................ ........ ..................... .:..... _ Residential Development Q Q ® Q € Sq. Footage No of Living Mobile Home Add$ion/ '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 n Use Facility document) -Umited r -<sq: - Foote go ... _ y ' New Addition t (Including Exterior „ Roofed Areas) District Identification No. \' (/J [7) School District certifies that Date (Applicant) (Street Address) 'v (Phone Number) 0A06. . rel cl S �23 (City) has complied with the requirements of Resolution No. representing square feet. School District Representative Paid by Check # Remarks: (State) (Zip Code) qz2? 'IQ T by payment of $ 2926 $ FULL MMGATiON $ / Date Notice: You may protest the Imposition of the fess Idatified above by subs ting a written protest to the District, in compliance with Government Code Section 66020(x), withln 90 days from the date fess aro paid. Failure to submit a timely written protest wlli'prohibit you from challenging the Impostdon of the fees In any court atom. K. subsequent to the School District Representative signing this Buns County Schools Impact Fee Certification Form, the School District Is nodfbd by the applicable Local Planning Agency that this project Is being reviewed under the California Envlrorrnatal Quality Act (CEQA). this subject to additlonei school fess to fully nMtlpa<e.its impact on the school dWbicft schools. to Kk Nlonal school fess to fully nMtlgate.its Impact on the school dWbicft schools. White (applicant), Yellow (building department), Pink (school district) feefwm.)ds (10/03)dmm F, BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #-. (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 - y OWNER'S LAST NAME: rT-'C� ll h Ofto STREETADDRESS: CITY, P.C. • SITE ADDRESS. ENVU—crry, ZIP: %� {��1 G �Sz w3 1 NEAREST CROSS STREET: APPLICANT NAME: APN: 0� j _ - C 1 �r . () l / cvi ✓)L d v ) OW N ER'S FIRST NAME:: J lc - ;V 9 PERMIT NO. BP MAY 0 6 2004 CONTRACTOR NAME: v . �p O STREET ADDRESS: F I Q o Q q —% Ci CITY, ZIP: E-MAIL: S. 11—: <' LICENSE NUMBER LICENSE E ARCHITECT/ENGINEER NAME: PHONE e7-e3y STREET ADDRESS: FAX: CITY, ZIP: LICENSE NUMBER E-MAIL DESCRIPTION OR SCOPE OF WORK: Z-7 00 r 1 ❑ Structure Built without permits I ❑ 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 fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: 6(d. _ L %w Notes: C' & 52 "/ Application Received by:Date: Receipt number: /= ( Amount Received: a PLAN REVISION Owner's Name: i .v,g�ti-}$,�L. AP#: 6 0-70 BP#: .� 1 � � Received By: Date: �I `{ Iy� Time: Contact Person & Phone Number: PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering 4 ❑' *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — Inspector's Name: _ ,EL -'Requested by Plan's Examiner — Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, 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. Revised drawings must clearly show changes. proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pick-up. 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 $54.99 Receipt #: OL, Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 crc1 ARCHITECTURE AND PLANNING ` Timothy Crete - Architect - C-24094 2540 ESPLANADE H 12 C111CO, CA. 95973 . ph (530) 345-6676 fax (530) 898-0586 4 www cretedesign . com - e x p w r i e t, C e y o ,u c a n b u i l d o n. ow ' 4 L lk SS. �l.A'� GI'fF.GIC�ir�C� TdutT1"�l Co��T'�( r } i4lp1prrnoo 1- 0 6 z K CA HACS orwo o� Make AhAt &d G .Architecture & Planning Mark Bohn o� PROJECT MANAGER PH: (530) 345-6676 FX: 898-0586 e Architectural Design Structural Engineering ADA Consulting Interior Design 2540 Esplanade #12 Chico, CA 95973 www:cretedesign.com Timothy J. Crete naCfurECr uC. #C24oM4 SITE PLAN REVIEW APPLICATION Date: 1,6 Y AP{# Permit Number (cif applicable) APPLICANT INFORMATION Parcel Size: (. �Q a CLt Owners Name: Owners Address: 166 o2`f aq- (95-7 7 Telephone No::', L MIC -FA CAC4 Situs Address: 5L Proposed Use Residential /moo IM New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory, ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition', ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION(For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems' Prior to Approval - Site P1an'Stamped Approved By Date Jv Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: 9 Snow Load Area:.3Q60 * 35DO �Cf ❑ 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) 7/�G SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: ' (See attached) • Flood Zone: • Flood Panel No.: 0&Q9 Index Date: d ZO ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) E]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) J Cohasset Area (See attached standards and requirements) ECP cllt ❑ 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: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 010 -50, Side /0 , 30 t Side Street Rear 1d 301 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 3 v Applicable Development Fees: Standard Fees F] Fire',- ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87' ❑ • Chico Urban Area — Road . ❑ Thermalito Impact ❑ Other ----------------------------------------- Subdivision Map Special Fees Amount -.Formula ❑ - Water Tender ' ❑ Road Improvement , ❑ North Oroville Area. , ❑ Other (permap) ` # 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 t w [1 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 17of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ------------------ Page 3 of 5 IN Subdivision May/Parcel Map: Map Date of Recording: Lot: /( Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page. 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 roa ❑0 Page 4of5 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. CALarryslBuilding Permit Site Plan Reviewl.doc s y Page 5 of 5 �l ^,1 a 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. CALarryslBuilding Permit Site Plan Reviewl.doc s y Page 5 of 5 Ar/ � I I iI I I� I I I ZOCQr/OA/ M/QP SeBLE /'• J000' Fv 7 ".Q rEO FCTEO L J. J 4 SURVEYOR'S. CERTIFICATE NOTES PARCEL MAP Til$ MGP W49 PREPARED BY A@ OR IINOER MY DIRECTION AND B B45E0 UPON AFIELD SURVEY THE BFJ.J OF B6.P¢/NQ J T.vE SOV>N [% BOF' JEC„O✓ // . IR CDA—ARCE WITH TME REg11REeENTS OF THE SUEOVISION MCP ACT AT THE REQUEST G A JB9'/6"LSC 0.V ,Mor <f</sr•U --1 FicfO OP 809 BREMNER IN OCTOBER OF 1910. 1 ERM CERT— THAT IT CONONMS TO THE /�/ BLV< O/ OF Nq/V Br OFGE .9G, BV a CCT CGCOCpJ MPR WED TENTATIVE MAP ANO THE OCITION901 APPROVAL THEREOF, AND T/HAL A PORTION OF SECTION II, T.24 N., R2E.,MD.B.&M. PROVISIONS OF MPUCASLE STATE LAW AND IACGI ORDINANCE HA2 SEEM COM ' W �IiN,CU'� TOTAL B<CB • 6./J Af. - `� CHICO BUTTE COUNTY CALIFORNIA MAX L.ALBERT LS M36 i T;; 7....0 l MAP OF THE LANDS OF BOB BREMNER COUNTY SURVEYORS CERTIFICATE E OF cxll, =.1. RECORDIRISCERTIFICATE SCALE I A 100' OCTOBER 1974 THIS MM HAS BEEN EXAMINED FOR CONFORMANCE WITH THE REQUIREMENTS OF FILED TN193,LDAY OF �' �+_e��iv .18iy! 4T u: 4fAM. IN BOOR SZ OF II575 ' OF -THE 9UDDIVISIOM MAP ACT THIS t.1 DAT OF -1-1— - IS.% PARCEL MAPPSAT PAGE —I IT THE REQUEST OF 809 BREMNER RECORDING `NO.�L9.9 1 FEE "90 MAX L. ALBERT LICENSED LAND .SURVEYOR - - CLAY CASTLEBERRY R.C.E. IR2A COUNTY RECORDER 1360MANGROVE AVE.,'CHICO, CALIFORNIA COUNTY SURVEYOR , Y I slattle could LAND OF NATURAL WEALTH AND B E A U T Y PLANNING DIVISION June 15, 2004` DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE .• .OROVILLE, CALIFORNIA 95965-3397 `Tim & Robin Gallagher TELEPHONE: (530) 538-7601 10624 Cohasset Rd. FAX: (530) 538-7785 Chico, CA 95973-8830 RE: Site Plan Review for APN 056-070-061 (BP 04-1186) Our office has reviewed your application for an addition to your dwelling. This parcel is"located within the Cohasset area, in order to proceed you will need to " submit an Erosion Control Plan to our office. The Erosion control plan must be completed by a qualified professional engineer Please note Exhibit "A" (Development policies for the Cohasset Area) at the top of the page indicates that an -Erosion Control Plan is required .prior to issuance of any permits being issued. Enclosed is a list of Architects -Civil Engineers, and sample Erosion Control methods to give to the engineer you choose. Please have the Erosion Control Plan delivered to: Larry Painter C/O Butte County Planning Division 7 County Center Dr. Oroville CA 95965 Please review all enclosures to ensure that the information is correct, and that you have incorporated these requirements and conditions into the design of your project. Should you have any questions please feel free to call me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-6572. Since9#ly, h Baker Attachments. Exhibit "A" (Development policies for the Cohasset Area) List of Architects -Civil -Engineers EXHIBIT "A" - Development policies for the Cohasset Area Building Constraints Development shall be encouraged in areas where slope is 15% or less.. Prior to development owner/applicant shall submit drainage and erosion control plans prepared by a qualified professional engineer prior to clearing, septic permits, building permits or grading work 1. SETBACKS: All buildings shall not be located closer than thirty (3 0) feet from the parcel line. 2. SPACING: Y 1 All buildings located on a single parcel shall not be closer than sixty (60) feet to another building. r (The responsible fire agency may accept a low fire'hazard landscaping as an alternative to the requirement of sixty (60) foot spacing between buildings. In no event will the spacing between buildings be less than thirty (30) feet.) All dead brush, construction debris created by -building or road construction shall be removed or disposed of prior to the final inspection and approval by the Building Division. F 3. ROOFING MATERIALS: Used in high fire hazard areas must meet Uniform Building Code Standard 32.7 Class B. Used in extreme fire hazard areas must meet Uniform Building Code Standard 32.7, Class A. Building roofing materials should be fire resistant. Untreated shake or wood . shingles shall not be. allowed. Tile roofs shall be fire stopped with concrete or equivalent resistive material to prevent entry of flame or embers. Spaces between rafters, the wall plate line and the underside of the roof sheeting s. shall be filled with solid blocking. 4. Low-pressure sprinkler systems are recommended in all dwellings served by* community water systems. + " LIST OF BUTTE COUNTY ARCHITECTS — CIVIL ENGINEERS CIVIL ENGINEERS A & Q Engineering 1280 E. 9th St., Chico CA 95928 11/15/00 ARCHITECTS ADDRESS PHONE Acquistapace, Joseph 3012 Esplanade, Chico CA 95926 342-4136 . Anderson, John 125 W. 3rd St., Chico CA 95928 891-4242 Arcademe (Patrick Cole) 1037 Park Ave., Chico CA 95926 343-5709 Bruno & Hawkins 20 Constitution Dr., Ste A, Chico CA 95973 895-1125 Gilmore, Stephen 48 Comanche Ct., Chico CA 95926 891-6495 Griffith & Associates 25 Main St., Ste C, Chico CA 95928 343-4621 Heaton, Robert B. 2044 Palm Ave., Chico CA 95926 343-8038 Hoiland, Ed 1700 Greenhaven Ln., Chico, CA 95926 343-4008- 43-4008January, January,James J. 10293 Cohasset Rd., Chico CA 95926 342-1386 Lieberum, Paul 1836 Salem Street, Chico, CA 95928 342-5669/894-4035 McFarren, Gene 270 E. 4th St., Chico CA 95928 894-3105 Nichols, Melburg & Rosetto 434 Broadway, Chico CA 95928 891-1710 Norlie, Thomas 569 E. 18th St., Chico CA 95928 894-7287 Peitz, Greg 383 Rio Lindo Ave., Chico CA 95926 894-5719 Schleiger, Dave 305 Wall St., Chico CA 95928 891-8440 Slater, Robert L. 918 Bryant Ave., Chico CA 95926 343-0765 Tarman, Thomas A. 290 Airpark Blvd., Chico CA 95926 891-3413 Thomson & Hendricks ' 60 Declaration Dr., Ste A, Chico CA 95926 342-5669 Ward, Lorrin 341 W. 4th St., Chico CA 95928 342-4265 Warner, Larry J. 6395 Columbine Rd., Magalia CA 95954 873-1729 CIVIL ENGINEERS A & Q Engineering 1280 E. 9th St., Chico CA 95928 893-0631 Anderson,•Neil O. & Assoc., Inc. 22 Houston Ln., Lodi, CA 95240 891-6304 BBA Engineering PO Box 1576, Oroville, CA 95965-1576 534-1991 Bachman & Associates 13647 Garner Lane, Chico, CA 95973. 342-4136 Caprealian Eng & Surveying 1743 Mulberry St., Chico, CA 95928 891-6886 Culp & Tanner 55 Independence Cir, Ste 201, Chico CA 95926 895-3518 Dobbie, Dan 20 Mayfair Dr., Chico CA 95926 345-4743 FLT Engineering 5790 Clark Rd., Paradise CA 95969 872-0254 GDA Eng, Surveying & Planning 220 Grand Ave., Oroville CA 95965 533-2068 Gilbert Engineering 70 Declaration Drive, Ste 101, Chico CA 95973 899-9503 Griffith & Assoc. 25 Main St., Chico CA 95928 343-4621 Henry Consulting (John Henry) 1430 Myers St., Oroville CA 95965 533-1626 January, James J. 10293 Cohasset Rd., Chico CA 95926 342-1386 Kirk, Friedrich 241 W. 4th Ave., Chico CA 95926 345-7174 Lampe Engineering 5414 Nord Hwy, Chico CA 95926 345-7402 McGhie, Robert 60 Declaration Dr., Chico CA 95926 891-0903 McMillan Engineers 5D Madrone Avenue, Oroville CA 95966 533-2940 Mooney, Michael 5B Madrone Avenue, Oroville CA 95966 533-2131 North Star Engineering 20 Declaration Dr., Chico CA 95926 893-1600 Ringel & Assoc. 331 Wall St., Chico CA 95928 343-5841 Roberts, Charles 1708 Salem St., Chico CA 95928 894-8801 Robertson & Dominick 888 Manzanita Ct., Suite A, Chico, CA 95926 894-3500 Rolls, Anderson & Rolls 115 Yellowstone Dr.., Chico CA 95973-5811 895-1422 Roper, Laver 1346 Longfellow Ave., Chico CA 95926 342-2059 Youngdahl & Associates 1234 Glenhaven Ct., El Dorado Hills CA 95762 933-0633 MATERIALS TESTING Applied Testing Consultant 5050 Cohasset Rd., Chico CA 95926 891-6625 MECHANICAL ENGINEERS Melas Engergy Engineering Michael Melas 547 Uren St, Nevada City, CA 95959 265-2492 r PLAN REVISION Owner's Name: BP#: C'—\ Date: 9.0q_W_ Contact Person & Phone Number: AP#: U :7 G� Received By: Time: �(?�Rb 1 i PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑- *Engineering ❑ *PlanRevision ❑. *Requested by Building Inspector's Correction Notice — In ctor's Name: Requested by Plan's Examiner,- Plan Examiner'. s Name: ❑ Other: If revising a plan which has already been issued, 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. Revised drawings must clearly show changes proposed and locations involved., WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/ ontractor at this address: r Call and hold for pick-up. ❑ Deliver with next inspection. 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 $54.99 Receipt #: ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 z fil on uram cons-truc -------------------------------------------------------------------- General Building Contractor Lica #483851 11 Pleasant Oak Lane Oroville, CA 95966 (530) 538-9388 phonelfax (530) 32178080 cell www.mcmratbconstruction.net 8/30/04 p Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Re: Tim & Robin Gallagher 10624 Cohasset Rd. Chico, CA 95973-8830 A.P. # 056-070-061-000 " Building permit # 04-1186 Plan Review Response Form #25. Special 'inspection is required in accordance with CBC 1701 for installation of the holdown anchors into existing footings with Simpson SET epoxy. Provide name of the special inspector that you will employ. Applied Testing Consultants. 3080 Thorntree Dr. Suite 35 Chico, CA 95973 September 13, 2004 Tim & Robin Gallagher 10624 Cohasset Rd. Chico, Ca. 95973-8830 81 i Department of Development Services Building Division 7 County Center Drive Oroville,, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-070-061-000 Building Permit Number: 04-1186 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. STRUCTURAL COMMENTS: 1. Appears beams 3, 5 and 8 to be overstressed. They appear to fail in deflection. 2. Beam # 3 post support is shown as a 4"x 6" on the roof framing plan. This support should also be shown on the 2"a floor, 0 floor and foundation plan. The intermediate support for beam #4 is shown as a 4x6 on the roof framing plan, loft floor framing plan and foundation plan. It is shown as a 4x4 on the 1" floor framing plan. Please revise size shown on the 1St floor framing plan. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Philo Hunt, P.E. Plans Examiner Plan Check Engineer F-V1AM1 NC 1 of 1 PLAN REVISION Owner's Name: i AP#: <�� • �'�7��j� BP#: Received By: Date:4 Time: Contact Person & Phone Number: �� f - g(, jn,_ CC4 .PURPOSE OF RE -SUBMITTAL .OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice —.Inspector's Name: M Requested by Plan's Examiner — Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, 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. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold' for pick-up. 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 $54.99 Receipt #: O Fee not required for revisions requested by plans examiner prior to issuance of pen -nit. ❑ Additional Fee Amount: Receipt #: W Revised 2/04 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If Ns form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the planstcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: g117 Zoo LOCATION ON PLANS/CALCS: N �— COMMENTS: � Q W hlE'.✓' �'1 ASSESSORS PARCEL NUMBER PERMIT NUMBER 05- -0?0 - of (:)q- 1 I g 6, RESPONSE FOR PLAN CHECK LETTER DATED: /it /o PLAN CHECK ITEM # Na tj– s -r ��-r, RESPONSE BY: 7s ��,,��n2- LOCATION ON PLANS/CALCS: N �— COMMENTS: � Q W hlE'.✓' �'1 LOCATION ON PLANS/CALCS: sAIP8 COMMENTS: dNl PLAN CHECK ITEM 0 nJaN - 5WZ RESPONSE BY: EGS - /�Il9T ��.cel/ECG LOCATION ON PLANS/CALCS: SST 3A„).� . COMMENTS: LOCATION ON PLANS/CALCS: sAIP8 COMMENTS: dNl PLAN CHECK ITEM # RESPONSE BY: G2�E_.. �si� RESPONSE BY: clt6 rr��S�� ✓ COMMENTS: - !Z 171l�f=,j� C"f�}yti✓t`JE ZO LOCATION ON PLANS/CALCS: sAIP8 COMMENTS: dNl L'JTik�liS ��t/E �Et�i✓ �17G'Ff) PLAN CHECK ITEM # 7-4 # / RESPONSE BY: G2�E_.. �si� LOCATION ON PLANS/CALCS: S.Ae--_� COMMENTS: - !Z 171l�f=,j� C"f�}yti✓t`JE ZO COMMENTS: 56 cL S PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 56 cL S RESPONSE FOR PLAN CHECK LETTER OATEO: PLAN CHECK R!M A ,5172- 4# 3 RESPONSE BY: 7 LOCATION ON PLANSICALCS: Cgc,c✓ COMMENTS: ooe 6,Klr t., PLAN CHECK REM N PLAN CHECK REM N RESPONSE BY: Al LOCATION ON PLANS/CALCS: COMMENTS: NO%'E �.i= v'/S� 6yGgfG'/LFGT CHECK REM A Fc PLAN CHECK REM R RESPONSE BY: -r( rl LOCATION ON PLANS/CALCS: I COMMENTS: ,d J opo1 PLAN CHECK REM 8 STn- � � RESPONSE BY: c 2 �-� 7�s�c�•/ LOCATION ON PLANS/CALCS: s�'� /� COMMENTS: pL_r- ✓� '/� �/p �i/�,�lZ ✓ 5 �Gt✓ U] % OA?- /I PLAN CHECK REM R RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: S�� /� ,r 1�7?/% %1 l ' �� 7 �7✓� -'7'-41.X 0 6,Klr t., PLAN CHECK REM N RESPONSE BY: j7r LOCATION ON PLANS/CALCS: COMMENTS:Al7 ,� X Ci✓C E DAJu G 6/. 7T CHECK REM A Fc RESPONSE BY: LOCATION ON PLANSICALCS: MENTS: .S r -a L �6 �dG7JI%/f c.4 G L GGf % FJ Z x 8 L Fy�G,f-2 RESPONSE FOR PLAN CHECK LETTER DATEO: PLAN CHECK REM N RESPONSE 8Y:LOCATION ON PU1NS/CALCS: 17 COMMENTS: / f l L �aS% /�✓� ��Cs✓ S/ �-`� � G7 . �� L �, t/S' PLAN CHECK (TEM N RESPONSE 8Y: c��- -� �-s, �,✓ LOCATION ON PLANS/CALCS: sem,- , COMMENTS: sf` �vo7r--f J �G7., PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: CA L L PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RES ONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: /Iva 711,/6 / G / PLAN CHECK ITEM N 7 RESPONSE BY: —T-1 v -I LOCATION ON PLANS/CALCS: COMMENTS! 411 1 ci✓f PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: OMMENTS: o �� Ci9"i✓ C' S `' 'a �=, /� r RESPONSE FOR PLAN CHECK LETTER DATED: M1 PLAN CHECK REM M RESPONSE 8Y; / LOCATION ON PUNS/CALCS; COMMENTS: /1/p C ...... _ la/ r 1' LU0�2 �,✓L . oG d n S /-/a 72'/' Q/'��'c71 �- ir/ 0 C /.:Z � PLAN CHECK ITEM N RESPONSE BY: . LOCATION ON PLANS/CALCS: :OMMENTS: iv r� 'LAN CHECK ITEM N RESPONSE LOCATION ON PLANS/CALLS: f, E wry UN PLANSICALCS: rLAwwt;ALGS: s��FT. iG V. / LOCATION ON PLAWCALCS: S'/f "-r J 3 Zu RESPONSE FOa PLAN CHECK LETTER DATED: ti.. PLAN CHECK R=�RONSE 9Y; � \ LOCATeION r�ON PUINSICAICs: COMMENTS: N44 PLAN CHECK ITEM{ N RESPONSE LOCATION ON PLANsiC Cs - 64 4 - COMMENTS: Q " 61 ®" 11 ver I ".-► I 0. PLAN CHECK ITEM N / RESPONSE BY•, LOCATION ON PLANSICALCS; AA1 COMMENTS: if r cl \ C c ,1 `I.r� .(.1 C- PIC� •mow .�-s' i� PLAN CHECK ITEM IE RESPONSE BY: =AlLOCA�j�ONON PLANS/CALCS; COMMENTS .. . . PLA AI CHECK ITEM it RESPONSE BY; LOCATION ON PLANSfCALCS: COMMENTS: P2 W *mCX (TEV R RESPONSI 6Y: LOCATION ON PLANS/CALCS: COMMENTS: August 11, 2004 Tim & Robin Gallagher 10624 Cohasset Rd. Chico, Ca. 95973-8830 Assessor .Parcel Number: 056-070=061-000 Building Permit Number: 04-1186 r r � ldi'ni�isid CBiit�fy Center Drive. CS &Ille, CA 9590 (330) 538='9541 030) 538-i140>~A1C Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVI)(W RtSpONSI, FORM. Your complete. and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The enclosed school fee form is to be completed by the Chico Unified School District Arid the completed form returned to this office. 2. The energy calculations are incorrect: Please revise. 3. Please label all rooms for use of room. STRUCTURAL, COMMENTS: 1. Provide detail S5/20 as shown on the roof framing plata. 2. Specify roofing material, 3. Beams 3, 5 and 8 appear to be overstressed. Please provide supporting calculations of fevise. 4. Detail 171/13 shows a 6x14 beam at l0'f. fl6of. he 16ft floor framing plAd shows a 1 1/8" x f 1 7/8" tint board. Please correlate, 5. The 4x4 post at the interrrtediate support fat beam #4 app@ars to be overstressed. Revise of provide calculations. v 6. Plans show TUT 211 hangers supporting the floor joists This hatigei has a shat of 19/16".. wide. 'The Moor joist are 1 A/e'''Wide ''IeAse feVise��: suggest aH gil'� i 1hsrfiger. ,. 7. S pecifY beam size supporting roof at the l6#t.e0v064 -poreh. 8. Simpson has iio listing for 11UC612T1r hai nketfe§"slf6lft on the 1of floor framing plan, Please revise. Ss. �..., ; 7. Provide positive anchorage of the 2x8 'deck ledge;" to the primary structuft in accordm66 with CBC 2326.13 (2001 C13C). 10. Please show location and size of posts supporting all beams. This should be shown on "roof framing plan, floor framing plans or floor plans and the foundation plan. 11. Please show size and locations tlfgirdets and'siit add i0at ing ofSU�Od tihg toundati0ns: Also show location and size of existing foundations Aup 3itIng neve Onstrucfion, i2. The 6x;12 beam: supporting wall, floor And roof loads At the 2nd ho6t . bedroom* 3/Covered porch appears to be overstressed. Provide revise, supporting Calculations or ise,' 13. Appears the 4x4 post supporting bdatb 4 is supported by the cafitileV66d portion of the 2fla floor joists. Providib6aldiiiAtiotisvetiPyifigAdeqiitL'dyoftlidea'n*iiievertdflb6tj'6igtgio support the 4x*4 post. 14. Provide 28" square footings at foundMio" M 41.irld -6... 8.906clfed in the &Udidfal C Alculatilo As'. Plans show 24" square footings. 15. Provide seismic design talculati6fis, it Aopdat§ that seismic could control degigh of the structure in some lotation§. Note that CW -`fable 16N requires -a t6§pofi§e hio-difiditl6i factor, R of 4.5 for gypsum b6sird shear walls. 16. Provide 1/2" gypsum boa*rj shear "wall to both sides bfWAll along Wall line 1 M specified 6n Page I I of the structural calculations. 17. Provide A35 clips along wall line J As 8pddifi6d In the structural dAiwiAti6fit. The calculAtibns specify A35 clips at 16'' ox. 6fi the 16t fl6bt And 48" o.c. oh the 2nd ilobf. 18. Prov1d6 CS 16 straps on the plans as t S06cifedifi.the ,,,9t,ruqttjea( calculations.. 19. Provide dAlcuiat16fig for 'All �t'6d robrdiAphrAgi,n connection to balid6h 20. Provide 4x6 .posts as specified in the §trbdttiril Wt'Ultifl6ffs for the type 9 AeAi walls 6n , the 2nd hoot. 21. Provide double floor joists Along wall.line j.bri the 24' hoot framing plait as specified on page 11 of the structural calculations. 22. Provide sloped rafter hangers at ridge beans 1. 23. Specify manufacturer of the rim board sh*6Wh on the AA floor rratliilig plan. overstressed. The footings supporting beans J appear to be ovetetse'd. Please revise. 25. Special iMpection" is -required in ac;c6rdAflt6 With Cgid 1101 for installation bl7the 1161ddWfi Anch&§ into existing footings with Simpson SET epoxy. Provide name otthd special inspector that you will employ. If You wish to discuss any of these re'quir . 6fii6iit§, 0162isd call (530) 5*7541 between the hdut'6 of 1:00 p.m. And 4:00 p.m., Monday thf6ugh Priday. To discuss fionAstruadi-Al items, Ask for Russdll. Philo will answer your structural quieSflorit. Please refer to your Data Sheet for re'rhaining fi6h-plah check items. (You received this torm when you applied for your permit) The counter staff will htiswer any questions cofterhifig the: Data Sheet, Russell Bloomfield Philo Hunt, B.B. Plans Examinef Plaii Check 9figitheor cc: Tim Crete, Architect R PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others'' is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME ,/N lJ f� L� CSI iF� DATE: t� d 911-711-00/ ASSESSORS PARCEL NUMBER PERMIT NUMBER 05- _a-70 _ o6 (:)Ll - Ig1� RESPONSE FOR PLAN CHECK LETTER DATED: I/// I Z10 PLAN CHECK ITEM # Na - S'r f2,(A RESPONSE BY: LOCATION ON PLANS/CALCS: Al/ COMMENTS: 0 wNer n LOCATION ON PLANS/CALCS: COMMENTS: adtil PLAN CHECK ITEM # n)01v - 577Z RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: LOCATION ON PLANS/CALCS: COMMENTS: adtil PLAN CHECK ITEM # RESPONSE BY: RESPONSE BY: / COMMENTS: OZ� ��T l�.t/✓ ��tfr✓CC •. r ZO LOCATION ON PLANS/CALCS: COMMENTS: adtil C `%��li S f�>�t/?f Y'r✓ �il?G �� PLAN CHECK ITEM it 7-4 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: OZ� ��T l�.t/✓ ��tfr✓CC •. r ZO .z-1 - COMMENTS: PLAN CHECK rTEM p RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: RESPONSE FOR PIAN CHECK LETTER DATED: RESPONSE BY: C It LOCATION ON PLANS/CALCS: COMMENTS: 5��- /��.r' jY% C, /J-tt' PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLAN3/CALC3: COMMENTS: flCA Lx,,v ON PLANS/CALCS: A71 COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: N07'r 2.c t/� S� 6Y,1 RESPONSE BY: / 0 LOCATION ON PLANS/CALCS: COMMENTS: S �r �'L G ✓j 6 �d L 7 CrI G L GGt T X47 PLAN CHECK REM A RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Coe key n� PLAN CHECK ITEM A S� �� RESPONSE BY: C2�� S/moi✓ LOCATION ON PLANS/CALCS: s/�7� /,( COMMENTS: (ILS✓� �// /✓0 V'64512 0/8, Ila �I PLAN CHECK REM N tt RESPONSE BY: C It LOCATION ON PLANS/CALCS: COMMENTS: 5��- /��.r' jY% C, /J-tt' ljeU Se. -. PLAN CHECK REM N RESPONSE BY:LOCATION e16A✓ ON PLANS/CALCS: A71 COMMENTS: PLAN CHECK ITEM M RESPONSE BY: / 0 LOCATION ON PLANS/CALCS: COMMENTS: S �r �'L G ✓j 6 �d L 7 CrI G L GGt T X47 ri% Z X 9 L Fv6�2 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: S,17 /s /7, /5 /6, / 7 COMMENTS: / L '77,7s PLAN CHECK REM N -'7/2 'le- / / RESPONSE BY: / LOCATION ON PLANS/CALCS: / s- 1% COMMENTS: sL''e �j'/r "S �d�L ,CC i PLAN CHECK REM NRESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: f �O PLAN CHECK REM N RESPONSE BY: rA LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM N i RES ONSE BY: LOCATION ON PLANS/CALCS: 5fri /7 COMMENTS: 7M16/ - -LCN PLANK CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITE�M�' N RESPONSE BY: VO/CATION ON PLANS/CALCS: < COMMENTS: O //✓ l—. i:: �5 .- :Z C4�5"C: Com/ ncorvnoe rUK PLAN CHECK LETTER DATED: PIAN CHECK REM M 5 -7 RESPONSE BY; LOCATION ON PLANSICALCS: COMMENTS /11�7 L00/Z ifoo X-�S 'B M N RESPONSE ESPONSE l.( ; IONONPANS/CALCSTS: ;. hPLA4ECK /tib CS b /fr,'f� r1"r PLAN CHECK ITEM I SLOCATION �� l RESPONSE Byi, l � ONPLANS/CALLS: � COMMENTS:Locla lr'1 1. � PLAN CHECK ITEMS /Z ?. o RESPONSE BY: c /2��7" . ,� i��✓ LOCATIO;N PLANS/CALCS: Sy JCS, COMMENTS: C L. G`'e, .. ..•��' C, 1. c �i�j/!< ~.�✓ PLAN CHECK ITEM nLOCATION RESPONSE BY. rON�PLANS/CALCfS: COMMENTS: - C -Vg �". ... . PLAN CHECK ITEM M `/�- . � `)' �••J � RESPONSE BY: � r� �T� � � � / �� LOCATION ON PLANS/CALCS: COMMENTS: -P V /I�� .. / '`�* Z D Y _ - �••n 13,E ��-t, SC o �'� � !.�� 9L�.� ��.,_._. e) ^, PLAN CHECK ITEM / _ RESPONSE BY; LOCATION ON PLANS1CALdS: COMMENTS:✓ SA. G' �+' L f4 77 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK REh1 M RESPONSE BY; LOATION CON '' AN ALCs pr 1pli�� COMMENTS: TJ S `1/x..5 % !�Al/ PLAN CHECK (TEM N RESPONSE 1(: LOCATION ON pUNS/C 2,, J 1Z 1.1 ,rS: COMMENTS: Q h L PLAN CHECK REM N RESPONSE BY;. LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK REM 0 RESPONSE BY: LOCATION ON PLAN371C—ALCS: COMMENTS: .. . . PLAN CHECK REld A? RESPONSE BY: I LOCATION ON PLANSICALCS: COMMENTS: " Cfi�C>r fTF�t RESPONSQ BY; _ LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM / RESPONSS BY; LOCATION ON PLANWALCS: COMMENTS: August 11, 2004 Tim &c Robin Gallagher 10624 Cohasset. Rd. Chico, Ca. 95973-8830 1 + �eparitr>r�en� �� ,'��opt>rt�hl��1rVicth • �lil�t�l)C��p�li�151dt1 .. 611 t Center Drive, 6'isvihe, CA 95965 036)3%414! (330) 538-2140 PAX Assessor Parcel Number: 056-070=061-000 Building Permit Number: 04=1186 Thank you for submitting the plans for your Building prdject. The plans have been reviewed, and the plan examiner's comments are listed WOW, please 'respond ;n writing to each it@m by completing and returning the enclosed PLAN REVtVW RtSpONSE )[•ORM. Votir complete. and clear response will expedite the re -check And ApprovAl of this project, NON-STRUCTURAL COMMENTS; 1. The enclosed school fee form is to be completed by the Chico Unified School District Arid the completed form returned to this office. 2. The energy calculations are incorrect, Please rev;se• 3. Please label all rooms for use of room. STRUCTURAL COMMENTS: 1. Provide detail S5/20 as shown on the roof framing plan, 2. Specify rooting material, 3. Beavis 3, 5 and 8 appear to be overstressed. Please provide supporting calculation§ or revise. 4. Detail r 1113 shows a 6x14 beam At loft floor. The loft floor framing plata §ho'w1 rim board. Please correlate, , 5. The 4x4 post at the intermediate support for beam #4 app@ars to be overstressed. Revisd of provide calculations. 6. hlaris show hCJT 2l 1 hangers supporting the floor joists This hangetr has a.seat of.1�9/16;'. wide. `the floor joist are vis t:Sugg est Ata TUT' i l }iAflger. , 7. Specify beam size supporting t'oofat the loft.Covred 8. Sim � , Simpson has rto listing for WC611t 41nget§,A§ jhd ho n the 10A floor ftAhling plAn, Please revise. _ `; 9. Provide positive anchorage of the 2x$ ddck ledgerto the pr;mary structure its accordance with CBC 2320.13 (2001 C13C).' 10. Please show location and size of posts supporting All be"Ams. This should be shown on roof framing plan, floor framing plaits or floor plans aitd the t6undatioh plata• 11. Please shoal size And lorratiortS 6f girder's Aftd'si� saiaiig d>stipoftng'dufidtidiss�„4 Also shove location and size of6kistttig fouridit1t6h §VOft6ttitig ni'.W"oanst ticti6A. t 1+x4 ` 12. The 6x 12 beam sup'"portitig wall, floor and root' loads At the 26' hoof bedroom- 3/covered porch Appears to be overstressed: PfoVidd'gUp06tt1hg calculations or revise. - 13. Appears the 4x4 post supporting beam 4 is-t-1000bed by the dafitiltoid portion ofthe 268 floor joists. Provide calculations Verifying id6quady of the cdntilevdiM floor joists to. support the 4x4 post, 14. Provide 28" square footings at foundAti6nig 4'ihidt 69.8-0.cllfied in the Muditital calculations." Plans show 24" squfti-6 footings: 15. Provide seismic design calculations. it appears that seismic could control design of the structure in Some locations. Note that C-861616 16N requires A t6sp 611'§e ftdiftditlo- h' - factor, R of 4.5 for gypsum board AW Walls'* 16, Provide1/2" gypsum board shear wall to both sides OtWAII along wall lifid I as §p6cir,16d 6n page, I I of the structural calculations. 17. Provide A35 clips along wall line 1 as spddifi6d in the structural oalct,ilftti6m. The calculations specify A35 clips at 16'' o.c, on th6 0 Hoot And 48" o.t. on the 2nd hoof. 18. Provide CS 16 straps on the plans as specified itithe 9truddral calculations.. 19. Provide calculations for tall studs at b4fld6W1W" '11§ And"' i ide sheaf t' -- roof diaphragm connection to balloon 20. Provide 4x6 posts as specified in the §trtiCtUrai calculations for the type A sheat . -wjilt'�On the - 2"' Nor. 21. Provide double floor joists along wall line J on the 2" floor framing plan as specified on page 11 of the Structural calculations. 22. Provide sloped railer hangers at ridge bearn 3. 23. Specify manufacturer or the rim board shown on th6 I't floor framing plan. 24. The footings supporting beam appear to be Overstressed. Please tdvisd. 25. Special inspection is -required in accordance with CBC 1'01 for installation of the h6ld . dWti anchor's into existing footings with Simpson SET epoxy. Provide name otthd special inspector that you will employ. If you wish to discuss any of these requirern6hts, oleast call (530) 518-7541 between the hotit3 of 1:00 p.m. And 4:00 p.m., Monday thf6ugh Priday. TO discuss non-structural items, Ask for Russell. Philo will answer your structural qu'69floM. Please refer to your Data Sheet for remaining hoh.,01fth check items. (You received thig torni when you applied for your VerMit.) The d6urito ttAftwil 11 hh9wer any questions coficdehifig the Data Sheet: 6m t Russell 910'eld Philo i 4` uhf, 1 Plans Exiirnih6r PlAh Check 8fig''Ifider cc: Tim Crete, Architect Of 2' August 11, 2004 Tim & Robin Gallagher 10624 Cohasset Rd. Chico, Ca. 95973-8830 �J c Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-070-061-000 Building Permit Number: 04-1186 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. -STRUCTURAL COMMENTS: The enclosed school fee form is to be completed by the Chico Unified School District and /the completed form returned to this office. The energy calculations are incorrect. Please revise. Y Please label all rooms for use of room. STRUCTURAL COMMENTS: Provide detail S5/20 as shown on the roof framing plan. Specify roofing material. 3QOetail ms 3, 5 and 8 appear to be overstressed. Please provide supporting calculations or revise. , Fl/13 shows a 6x14 beam at loft floor. The loft floor framing plan shows a 1 1/8" x 11 � /8" rim board. Please correlate. The 4x4 post at the intermediate support for beam #4 appears to be overstressed. Revise or 11rovide calculations. 6/Plans show lUT 211 hangers supporting the floor joists. This hanger has a seat of 1 9/16" de. The floor joist are 1 3/4" wide. Please revise. Suggest an IUT 11 hanger. ,�, ecify beam size supporting roof at the loft covered porch. ! Simpson has no listing for HUC612TF hangers as shown on the loft floor framing plan. 'Pease revise. P"Provide positive anchorage of the 2x8 deck ledger to the primary structure in accordance with CBC 2320.13 (2001 CBC). 10. Please show location and size of posts supporting all beams. This should be shown on roof ,framing plan, floor framing plans or floor plans and the foundation plan. YXY Please show size and locations of girders and size and spacing of supporting foundations. Also show location and size of existing foundations supporting new construction. 1 of 2 The 6x~12 beam supporting wall, floor and roof loads at the 2nd floor bedroom 3/covered 0 rch appears to be overstressed. Provide supporting calculations or revise. Appears the 4x4 post supporting beam 4 is supported by the cantilevered portion of the 2nd floor joists. Provide calculations verifying adequacy of the cantilevered floor joists to SW port the 4x4 post. r Provide 28" square footings at foundations 4 and 5 as specified in the structural calculations. Plans show 24" square footings. - 15. Provide seismic design calculations. It appears that seismic could'control design of the structure in some locations. Note that CBC Table 16N requires a response modification ,factor, R of 4.5 for gypsum board shear walls. 1t6. Provide '/z" gypsum board shear wall to both sides of wall along wall line 3 as specified on page 11 of the structural calculations. II/Provide A35 clips along wall line 3 as specified in the structural calculations. The �, calculations specify A35 clips at 16" o.c. on the I" floor and 48" o.c. on the 2nd floor. W" Provide CS 16 straps on the plans as specified in the structural calculations. provide calculations for tall studs at balloon framed walls and provide shear transfer detail of oof diaphragm connection to balloon framed walls Provide 4x6 posts as specified in the structural calculations for the type 8 shear walls on the 2nd floor. Provide double floor joists along wall line 3 on the 2nd floor framing plan as specified on ��e 11 of the structural calculations. , V2!Provide sloped rafter hangers at ridge beam 3. pecify manufacturer of the rim board shown on the. I't floor framing plan. The footings supporting beam 3 appear to be overstressed. Please revise. !Special inspection is required in accordance with CBC 1701 for installation of the holdown anchors into existing footings with Simpson SET epoxy. Provide name of the special inspector that you will employ. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To -discuss non-structural items, ask for Russell. Philo will answer your structural questions., Please refer to your Data Sheet for remaining non -plan check items. (You received this form - when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Tim Crete, Architect 2 of 2 September 15, 2004 £M Tim & Robin Gallagher 10,624 Cohasset Rd. Chico, Ca. 95973-8830 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-070-061-000 Building Permit Number: 04-1186 (2°1.Check) Thank you for submitting the plans for your building project. The plans have been reviewed, and the plann examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: None Pale- L/3 UCTURALCOMMENTS: � u5er'g 91t.1 J4 ov, +ei.v U?ood S Provide deflection calculations for beams U/rand These long span beams appear to ceed allowable deflection limits. Please show the 4x6 posts required to support beam 3 on the I" floor, 2°d floor and r foundation plans. } If you wish to discuss any of these requirements, please call (530),538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions.- Please uestions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Philo Hunt, E. Plans Examiner Plan Check Engineer cc: Tim Crete, Architect I of l COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Courity Center Drive Oroville, California 95965 • Telephone (530) 538-754L P RMIT NO (Rev. 12/96) APPLICATION AND P'IERMft _ ASSESSOR PARCEL NUMBER 056-070-061 (056-070-061) ZONING TM5 BUILDINGPERMIT. OWNER GALLAGHER TIM 209 TELEPHONE 37-837 SO. FT. OCC. BUILDING VAI UATIO 500:' R 21 000.00 . OWNERS MAILING ADDRESS 1238 W. MARIPOSA AVENUE STOCKTON 5204 90 C 1,170.00 CONTRACTOR'S NAME TELEPHONE 21 O 147-00 EST REMO EL 3,500.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER 11 Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER ROBERT SLATER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 1209 PALM AVENUE ROSEVILLE 95661 Plan Checking Fee $ BUILDINGADDRESS}'x 10624 COHASSET ROAD, 95973 Energy EPlan Checking Fee $ 23-00 $ ` PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 8 7.00 56.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: S/F ADDITION & REMODEL Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 121.00 ELECTRICAL PERMIT Filing Fee 20.00.P R LES Main Service p A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions .Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Mein Service TO ISCU OOOA 46.00 WEL200A NEW CONST. DWEWNG OCCUP. NRA DNS. ( 3 SaSO FT. 17.57 • MuACC NO..ESID, C @7.50 APPARATUS a SINGLE OurLET CI R. EX. OCCU OUTLET OR FIXTURES 20 I .00 B @ .SO Ex. Occup. o DIED s PRM OEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 60.57 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'• compensation laws of California, and agree that if I should become subject to the workers' compensation rov' ions of section 3700 of the Labor Code, I shall fort ith ompl with se ovisions. �7 XL Date _� ? G _ Signature of Applicant - 0 Owner ❑ Contractor WAgent An OSHA permit is required for excavationsgver 5'0" deep and demolition or construction r of structures over 3 stories in height, --19j' / ` "" t' MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling Hood 6.50 50 Ventilation VENT HOOD PERMIT FEt $ 56.50 Mobile Home Installation Fee Is Energy Inspection Fee Is 46.00 Occ R3 CONST. TYPE -. VN OTAL FEE $ 817.9'5 IMP Flo D COF PARC PD D U This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. - B Date -� PERMIT EXPIRES Dale ReceiptNo. -I-�i - ) X1 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -II PECTOR GOLDENROD -APPLICANT -COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 Courity Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT o (Rev.t2P98) APPLICATION AND PERMIT �g 2gfl Asssso�fAReanurse� sO BUILDING P I 10 k O1N"a" "s 373 SO. FT. OCC. BUILDING A ATI awns„ MA&M ACOR -(� g5Z0 2 _j$ O 1�Gi,Yr 54 t aONTRAOT " rw+s Tel�►ana I I O • 00 . f�O COMMACTORI MOAM ADOPON la'C e L`10 OONtTRUCTm umat Fireplace . LEMOn WARM ADDRUS Total Valuation s ARCL1 ORLacWsa no. Filing Fee S 20.00 O Permit Fee 2Q1 . s ARCHWTORorOKM-2 AUADO ADOfMie ZO • �{ S Plan Checking Fee °I 3.3 s eULDMAWAM Energy Plan Checking Fee $ PERMIT FEE Mum sumMmm"iwie PAAG9L "A° PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF 01,,,,DupImc O MobIlehome O Other Water piping 15.00 15.00 aABC� Each as water heater or vent 15.001S.C)0 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 s. O New O Addition 0 Remold O Utlitlee O Installation O Other 0 Building sewer 15.00 Describe Work: �� -�'i O n d" Mobile Home I S I G W @20.00 I 00 PERMIT FEE i ELECTRICAL PERMIT Fill f Fee 20.00 Main Service = o -,R LF�ss 23.00 Main Service 2004 To +000► 48.00 NEW CONST• OWB1110 OOWP. OR ADONS. i ACC. aiDs. 3.50,x. I •� NON Wa r @7.50 iVVMlii AiVAR11TtJ� i9 20 Ex. Occup. OUTLET OR PomA9 Ex. Occup. ovnsT°sAm a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Wsc. Wiring 23.00 PERMIT FEE s bo -S-7 MECHANICAL PERMIT Filing Fee 20.00 i HeatingS / Cooling Hood 6.50 Ventilation t? . PERMIT FEt: f 556 Mobile Home Installation Fee s _ Energy Inspection Fee s •�'! 3 Vw 'TTS TOTAL FEE $ KAZ FES WP 00 OOf PO 651.E This permit is hereby issued under the appkable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date �-- ReceiptNo. c25 P7877757,777PERMIT EXPIRES ON ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754,&, PPE NO. (Rev. 12/96) APPLICATION AND PERMIT �`--[[))jj � I - ASSESSOR PARCEL NUMBER E)5( O ? 0 -� C\� llJr\l:� ZONING I BUILDINGPERMIT OWNER 1 r� r G ih1 TE f"� E 0373 SO. FT. OCC. BUILDING VALUATIO OWNERS MAILING ADDRESS (-7_3g cam. I -rd LA CONTRACTOR'S NAME TELEPHONE / Ld• <::_ 1 V 3s- CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace ! LENDER'S MAILING ADDRESS 1 Total Valuatlon $ ORE INEEA e S e LICENSE NO. G 7�6 3 4 Filing Fee $ 20.004y Permit Fee 374 V_ >p ARCHITECT OR_&NGPEERS MAILING ADDRESS I Plan Checking Fee r? - BUILDING ADDRESS Energy Plan Checking Fee � PERMIT FE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 �— USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heeher 23.00 Water piping 15.00 Each as water heater or v t 15.00 % $ TYQCfOF WORK New ❑ Addition (J/Remodel 0/"]/,U-ti�libes ❑ Installation ❑ Other ❑ Describe Work: !Y-�{jd ,-�!ti®°'��_ Gas piping stem 1 - 5 ou ets 15.00 / Building sewer 15.00 Mobile Home I S I G I Vi I@20.00 PE IT FEE $ -� ELECTRICAL PERMIT Fling Fee 20.00 e00V OC LESS Main Service 200A LESS 23.00 1..3 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service sow o L000A 46. NEW CONST. DW OCCUP. OR ADONS. ( 6 C. BUDS. SO SO 3.50FT. -=,C, nnaUTLEr LG 7.50 Po APPARATUS 8 SW LE OUTLET CIR. Ex. Occup. o OR FIXTURES ep @':SO Ex. Occup. O EDA(RESI ORA 5.00 Temporary Serv' a 23.00 Mobile Home F cilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations ovef 5'"deep and demolition or construction of structures over 3 stories in height. (D MECH NICAL PERMIT Fling Fee 20.110 Heating 2>6D Cooling Hood 6.50 Ventila on PERMIT FEt $ 256 Mo ile Home Installation Fee $ EnArgy Inspection Fee / $ qk, C cc coNsJ. TYff TOTA FEE $ HAZ. IMP FLOOD CDF PARC Po 0 UE This permit is here y issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Date Receipt No. 9—S WHITE-D.D.S.-B.D. CANARY -A SESSOR PI NSPECTOR GOLDENROD -APPLICANT IA CO;UN. TY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER': // n, Gl / ASSESSOR PARCEL ER: 4r6 v Proposed Building Use: S' 144,) 0 Building Inspector: Al2 Date: 4L f— f" At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted----------------------------------------------------------------------------- Plot plans, meets, signed by the preparer of plans. - ---------------------------------------------I Complete plans, sets, signed by the preparer of plans. - -��= -------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- E18. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. M ufactured Home data and installation instructions including Tie Down Specifications.------------------ 0. Fees of $ ---- --------------------------------------------------------------------- pact fees as shown on the attached schedule. ---- ----------- ------ ----- ----------------------------- o1_ ------------------------ 2. California Department of Forestry plan approvaU ee . ❑13 ,lood elevation certificate. ---------------------------------------------------------------------------------------- �4Sanitation and plot plan approval C CO Health Department.------------------------------------------- t ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16�Pl n and business license approval from the City of Biggs. ----------- --- --- ----------- �----GfP7g approval for (A) Use: (B) Parking:----�-{- �}-� 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ------------------------- �&4<Encroachment Permit for driveway (construction approval prior to occupancy). ---`- QIf��------- 020. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑ 22. Workers' Compensation carrier and policy number. ------------------------------------------------------ 9Oer-Builder Verification (Given to owner C3, Mailed to owner 0) - ------------------------------- eLetter of signature authorization.--------------------------------------------------------------------------`- 025. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------- 1:126. ------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. ---------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------- 433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $, Other: C#**1 A -hat CL� z -IZ (Date) Wh��u issue the ermit, rocess as follows ❑ Mail to owner, ❑Mai to cd�ntractor. L'JTelephone �� — and hold for pickup at C/�0 offi . FE]eli inspector. 73-6064 Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, o 'Other: Date: By: 1. Index pemut application for the above items numbered: I Ian Cheek List 2. Additional items required: G� pOiYYY�.� i I� Q,• Contractor, designer, ow=—was sed of the above required data by hone, ail, ❑ Bu ing Di 'sion counter, by ate: Co trn ctor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: VIC Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date. D Contractor, designer, �old 'sed of the above uired y ❑ phone, ❑ mail, ❑ Buildin u's' ter, by Date: iol�'Plans reviewed by: Date: Plans approved by: Date:Sets of plans on m ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 4 E.H. USE ONLY Plot Plan Attached yZf floor Plan Att ched�— Sent to 8.0.1 - T Owner Location AP# Plan Approved for: Sewage Disposal x Water Supply: Public Private Well Clearance for _ Wig. Other nom. ��'` r" , cal,; f,16 CY , V e Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 1Z-zz.-y8 Date 1',��, 7�•^ T�� iI'•t'eif��%i��r"�'�'�'�iT' �•�:s��-'�'"`�.`�'�-'a-1.,�..rtis?�-�4-.'iC+{s.+"Y'�`s�vnelr��y_.,'sS�S'��1: _ COUNTY OF BUTTE,, DEPARTMENT OF DEVELOPMENT. SERVICES : BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROV.ILLE CA 95965 TELEPHONE. (916) 538-7541 SCHEDULE OF FEES DUE: OWNER PROPOSED BUILDING USE 1. -BUILDING PERMIT FEES . --' Balance Due ............. $ -= Additional Fees Due .... $ -- Additional Fees Due ........... $- -- Revised Plan Checking Fee ....../.. $ tl"�2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .....:.. x $360.00 = $ Units Commercial (sq.ft.).., . x $0.03 = $ Sq, Ft. 4. URBAN AREA FEES (paid at Building Division) ' Residential (per unit) . x - _ $ #Units Amt. Commercial (sq.ft.) .. x . =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) ' 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE 'INSPECTION AND PLAN CHECK $89:00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10 OTHER A'.P. # .6 676-6(o / 'DATE RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. qV Q APPLICANT „ TE" 2 DA�j / 6 ' Pursuant to Goveiiirrient 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 Div. 2nd Copy -Applicant 3rd Copy - Owner (Rev. 2/97) r _,V Pie t__Or, _Y.A V 4r t4 W_ 1 i 'V_ _V1 n� a,.� Y r -rte ' . M ..�,,. r. w.�,_� COUNTY OF BUTTE�,,,�7 , _i DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 11 7 COUNTY,CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 Or SCHEDULE OF RECEIPT OF FEES 6 &06'676 66 OWNER A.P: # PROPOSED BUILDING USE DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ Additional Fees Due ........... $ Additional Fees Due ........... $ JRevised Plan Checking Fee ....... $ 2. SCH-9-OL—DISTI&T FIEES.: (paid at District Office) OWL 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq. ft.) ... x $0.03 = $_ p Sq. Ft. ff r0 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . _ x = $ #Units Amt. Commercial (sq. -ft.). x Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6.- THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA ,FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA! 97 TRAFFIC R"A'FFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan check' process. DATE APPLICANT AAZ - 1-11, .11, 9.J Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8 ,9, and 10 above may have beeiiimposed 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 Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) R Inter -Depart em®r®ndum To: Land Development Section, DPW FROM: Building Division, DPW SUBJECT: Improvements and Storm Drainage Clearance DATE: We have recently received an application to construct a (use) by (owner and/or contractor) at (location) A. P. No. Permit Appin. No. and he has been advised to contact your section regarding requirements. Would you please advise, by signing this memo, when you have cleared the improve- ments and storm'drainage facilities for this project so we may issue the required permit. .F. Glander JFG:dd Chief Building Inspector / / Improvements and drainage plans approved for construction. Improvements and drainage not required for construction. Other (specify) (signature) (date) i ti . ' .. `�-,, _, _,. •. ... .'ter-'ti•^rrr ._, 'nr-w ..ary.> ,. .�.y-. ..J. '•7r.. �,-.�iti.r....�...r...•�r--r r BUTTE COUNTY SCHOOLS IMPACT FBE'CERTIFICATION FORM (One form per Building) School District A.P. Number Property Owner CO .Q Building Department No. �Sfo _0Z0 6691 Jurisdiction: City County Property Location/Ac Subdivision Residential Development No of Living Units Commercial/Industrial Lot No. ............................................................................................................... /'� Sq: Footagey Mobile Home Add' ion/ 'Supplemental to (Group R) Installation Conversion Permit #. *(No foundation inspection): i................................................................................................................... New Addition Sq. Footage-. (Including Exterior Roofed Areas) 120-99 Date tmoor rians reviewed Dy scnooi uistnct rersonneo District Identification No. ' School District certifies that �•e/l o (Applicant) (Street Address)U (Phone Number) Imo/ / AS9421., (City) has complied with the requirements of Resolution No. representing ✓y�D square feet. School District Paid by Check #� Remarks: n (State) (Zip Code) by payment of $ .~ AB 2926 S FULL MITIGATION = o? ho A . / Date / 01 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written prottdst will prohibit 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 Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/981dmm 9 -,k tt 9 l Residential Development No of Living Units Commercial/Industrial Lot No. ............................................................................................................... /'� Sq: Footagey Mobile Home Add' ion/ 'Supplemental to (Group R) Installation Conversion Permit #. *(No foundation inspection): i................................................................................................................... New Addition Sq. Footage-. (Including Exterior Roofed Areas) 120-99 Date tmoor rians reviewed Dy scnooi uistnct rersonneo District Identification No. ' School District certifies that �•e/l o (Applicant) (Street Address)U (Phone Number) Imo/ / AS9421., (City) has complied with the requirements of Resolution No. representing ✓y�D square feet. School District Paid by Check #� Remarks: n (State) (Zip Code) by payment of $ .~ AB 2926 S FULL MITIGATION = o? ho A . / Date / 01 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written prottdst will prohibit 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 Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/981dmm 9 -,k tt 9 • county LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION -- - -- DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Date: January 5,1999' Permit Applicant: Tim Gallagher 1238 W. Mariposa Avenue Stockton, CA 95204 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Permit Number : 98-2905 -- Assessor Parcel #: 056-070-061 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney 0 a Sate 4ontyary5 1 LAND OF NATURAL WEALTH AND BEAUTY Tim �allaghr Permit Number: 98-2905 W. Mariposa Avenue AsseAR lIWISM-070-061 DEPARTMENT OF DEVELOPMENT SERVICES Stockton, CA 95204 • 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 The above referenced building plans were received by this q e.(5WJ%M4%dditional information and/or make revisions to plans, specifications and calculations as follows: 1. Portion of structure is being built in front yard setback. Planning Department approval will be required before plan check of structure can resume. A variance will be required to proceed as shown on plans. 2. Minimum side and rear yard setback in an SRA (State Responsibility Area for fire protection) is 30 feet. This is different then a zoning set back. CDF is currently reviewing property per the required plan check. (Garage may need to be moved.) 3. Using dimensions on plans the square footage is 494 square feet -if you do not count portion of floor at dining room pop -out. The area must be included in the square footage and is calculated as an additional 16 square feet for a total of 510 square feet. You must make the determination as to: 1. Do you wish to eliminate this area as it is in setback and would require a variance. 2. School fees will be due on entire additional living space. 3. Energy calculations will need to be revised per correct square footage. As the items are critical areas of concern plan check cannot resume until these items have been addressed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4: 00 P.M., Monday through Friday. Martha Whitney cc: Robert L. Slater, Architect - 1209 Palm Avenue, Roseville, CA 95204 Dan Breedon - Butte CountyPlanning Department 0 TABLE OF CONTENTS TOC Project Title..:....... GALLAGHER ADDITION Date........ 02/03/99 Project Address........ 10864 COHASSET RD---- -------------- COHASSET *v4.51* 290e7 Documentation Author-... Robert A. Mangrum ******* Bu' ng Perm't�# Paradise Mechanical lJ S 565.5 Almond Street P a heck /.Date Paradise., CA 95969 916-877-88.82_ Field -Check/ Date Climate Zone.... ...... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp,. Inc. f M-1CROPAS,ik -v.4 51 File-1GALLAGR Wth--CTZllS92: Program --TOC I User#-MP1342 User -Paradise Mechanical Run-GALLAGHER COMPLY 24 ------------------------=------------------------------------------------------ TABLE OF CONTENTS ------------- Report Page FORM CF -1R................. 1 FORM MF -1R ................ 3 FORM C -2R .................. 5 HVAC SIZING ............... 8 /I-- JOTE COUM t FWILDING ®EPARTMEW CEkTIFICATE OF -COMPLIANCE: RESIDENTIAL Page 1 CF -1R ----------------------------------------------------------------------- Project Title.......... GALLAGHER ADDITION Dat -e........ 02/03/99 Project Address........ 10864 COHASSET RD ******* COHASSET *v4.51* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan -Check / Date Paradise_,- CA_ 9.5.9.6-9-- 916-877-88-82. Field --Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. M-ICROPAS4 v4.51 File-1GALLAGR Wth=CTZ11S92 Program=FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-GALLAGHER COMPLY 24- I ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor -Area..... 5-M s -f Building Type .............. Single -Family Detached Construction Type.......... Addition -Alone Building Front Orimenta-tion: Front- Facing 275 deg -(W) Number- of- Dwelling- Units-... .3-5- Number- of Stories.......... 1 Fl-oor- Construction- Type ___._._ Raised -Floor Glazing Percentage........... 21-.-8__% o.f-._floor area Average Glazing U -value.... 0.5 Btu/hr-sf-F BUILDING SHELL -INSULATION Component Frame Cavity Sheathing Insul, Assembly Type Type R -value R -value R -value U -value Location/Comments ------------ Wall ------- Wood- ---------------- R-17.8 R-0- ------- R-17.8- ------- ------------------------ 0-.065 FRONT -WALL, LEFT WALL RIGHT WALL Wall Wood R-13 R-0 R--1-3- 0-.088 BACK WALL Roo -f- Wood R-27.8 R-11 R-3-8.8 0.02.8 ATTIC Floor Wood R-19 R -O- R-19 0.037 FLOOR FENESTRATION ------------ # of Interior Over - Area U- Pan- Shading-/ Exterior hang-/ Framing Orientation / (sf) Value es Description Shading Fins- Type --------------- ----------- ---- --------- Window Front (W) 20.0 0.490 2 None None None Metal Window Front (W) 7.5 0.510 2 None None Yes Wood Window Left (N) 12.0 0.510 2 None None Yes Wood Window Left (N) 9.0 0.510 2 None None None Wood Window Left (N) 9.0 0.510 2 None None None Wood Window Left (N) 15.0.0.490 2 None None None Metal Door Left (N) 17.0 0.510 2 None None Yes Glz<50o Window Back (E) 7.5 0.510 2 None None Yes Wood Window Right (S) 12.0 0.510 2 None None Yes Wood HVAC SYSTEMS ------------ Minimum Duct Duct Ther<most�a ft E COUNTY Equipment Type Efficiency Location R -value Type' --------------- Furnace ------------ 0.720 AFUE --------------------------------- None Z Setbadek ING ®EPARTMEW NoCooling 10.00 SEER None Z,& -*0" Setback Ar J�rY�.ace_ -o be, —f o c l I CERTIFICATE OF -COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... GALLAGHER ADDITION- Date........ 0-2/0-1/99 ------------------------------------------------------------------ --------------- -------------------------------------------------------- MICROPAS4 v4.51 File-1GALLAGR7 Wth-CTZ-llS92- Program- FORM- CF=1R- I User#-MP1342 User -Paradise Mechanical Run-GALLAGHER COMPLY 24 ------------------------------------------------------------------------------- SPECIAL FEATURES/REMARKS - ----------------------- COMPLIANCE STATEMENT -------------------- This- certificate- of compliance lists-the--building-feature-s--and-performance spec-fications- needed to comply - with- Title -2-4, Parts 1 and- 6 of- the Ca-1-if-o-r-na- Code- of Regulations, and the administrative- regulations- to impl-ement them This certificate has been- signed by the- individual with over-all design responsibility. When -this -certificate of compliance is submitted -for a- single building plan to -be built in multiple orientations, Any shading feature that is varied is indicated in the Special Features/ Remarks- s.ect.ion . DESIGNER or OWNER Name.... ROBERT L. SLATER company. aumE=R Av-c k i te,- J Address. t2coe( Pj,^A c(ILTTv:-mv z 0*cv GCr Phone... `� - License..- -Z© Signed.. �6 (date) ENFORCEMENT AGENCY Name.... Titl-e ...- .. Agency.. Phone ... Signed.. (.date.) DOCUMENTATION AUTHOR Name.... Robert A. Mangrum Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 916-877-8882 Signed.. (date) WILDING DEPARTMEEN" =y in sm rnZ WILDING DEPARTMEEN" MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... GALLAGHER ADDITION Date-........ 02/03/99 Project Address........ 10864 COHASSET RD ******* --------------------- COHASSET *v4.51* *150-(c)-: Minimum- R-13- wall insulation -in framed walls Documentation Author... Robert A. Mangrum- ******* Building Permit # 1.5-0.(d.)_ :_ Minimum_ R-13. raised floor insulation- in- f.raimed floors-; Paradise Mechanical minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater 5655 Almond Street than 0.30, water vapor transmission rate no greater than 2.0 Plan. -Check / Date perm -/inch-. Paradise_, CA_ 95.96.9 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 916-877-888.2 116-17: Fenestration Products, Exterior Doors and Infiltration/ Field -Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp,_ Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4-v4.5-1 File=1GAL-LAGR Wth-CTZ11S92- Program= FORM- MF=1R User#-MP1342 User -Paradise Mechanical Run-GALLAGHER COMPLY 24 Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING_ENVELO:PE_MEASURES -------------------------- Des-ign= Enforce- e-r-� ment *-15-0-(a)-:- Minimum- R-19- ceiling insulation: 15-0-(b)-: Loose fill insulation manufactu--r-ers- labeled R -Value . �— *150-(c)-: Minimum- R-13- wall insulation -in framed walls (does -not apply to exterior mass-walls)-.- ass-walls)-_1.5-0. 1.5-0.(d.)_ :_ Minimum_ R-13. raised floor insulation- in- f.raimed floors-; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm -/inch-. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150ng): Vapor barriers mandatory in Climate Zones 14 and 16 only. Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. P,JILDING DEPARTMEN' MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF-1R ----------------------------------------------------------------------- Project Titl.e........... GALLAGHER ADDITION Date........ 02/03/99 ---------- MICROPAS-4 v4-.51 File-1GALLAGR Wth=CTZ-11S92- Program-= FORM- MFF=1R- User##-MP1342 User -Paradise Mechanical Run-GALLAGHER COMPLY 24 i - ------------------------------------------------------------------------------ SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- er 110--1-3-: HVAC equipment, water- heate-r-s; shower -hearts- and faucets certfr-ecl- by-t-he-CEC. Y50 --(-h=}=-:- Heating an&/ -or coo -ling- g- -loads-- ca-rculated ir-r- accord-a-Ace- with- ASHRAE-,---SMACNA or ACCA-. Setback-- thermostat_. on...al.l- applicable- heating systems-._ 1.5A -(j-)_ :_ Ripe_ _and-. Tank insul.at.ion_ . 1. Indirect hot water tanks (_e . g_. ,_ unf iced- storage tanks or backup solar hot water- tanks) have insulation blanket -(R-12 or greate-r-)--or-- combined-interior/exterio-r- insulation -(R:-16 or greater) . 2. First 5 feet of pipes closest to water heater tank, non- recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in -recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. * 15.0_ (-m)-:- Duct -s- and- Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 601 and 603; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2... Exhaust f.an_ systems have- backdraft- or- aut.omat.i.c. dampers . 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 11.4: Pool_ and. Spa . Heating Systems. and Equipment 1. System is certified with 789.- thermal efficiency, on-off switch,- weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System. ins.tal.l.ed with: a. At least 36 inchespipebetween filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.)-. LIGHTING MEASURES ----------------- Enforce- ment / Design-- Enforce- er ment' 150-(-k)-: 40-lumens/watt or greate-r for general lighting in - kitchens -and rooms with water closets; and -recessed ceiling fixtures -IC (insulation cover) approved. JLFrTE COUNT v. F -WILDING DEPARTMEN' z COMPUTER METHOD SUMMARY Page 5 C-2R ------------------------------------------------------------------------- Project Tit -le-.......... GALLAGHER-ADDITION- Date-........ 02/03/99 Project Address........ 10864 COHASSET RD *******--------------------- COHASSET *v4.51* ******* Documen-ta-tion-Author Au-thor... Robert A. Mangrum- Building- Permit # Paradise Mechanical 5655- Almond -Street Plan Check / Date Paradise-, .CA_ 959-6.9- 9 16 - 8.7 7 - 8-8-82- 59.6.9_91.6-877_-8-8.82_ _-Fi-el.d_Check/.. Date Climate Zone........... 11 --------------------- Compliance -Method ...... : MICROPAS4 v4.51 for. 1995 Standards by_Enercomp, Inc. MICR0PAS-4-v4.-5.1 File=1GALLAGR Wth-CTZ11S92 Program -FORM C -2R-- I User#-MP1342 User -Paradise Mechanical Run-GALLAGHER COMPLY 24 -------------------------------------- -------------------------------------- MICROPAS4 ENERGY USE SUMMARY = Energy Use- Standar-d--- Proposed Compliance = _ (kBtu-/s-f--yr) Design-- Design Margin- _ = Space Heating.......... 15.26 13.00 2.26 _ = Space Cooling.......... 16.38. 14.90. 1._48 = = Total 31.64 27.90 3.74- .74Water Water Heating -not calculated GENERAL INFORMATION Conditioned Floor Area..... .500 sf Building Type .............. Single Family Detached Construction Type Addition -Alone Building Front Orientation.. -Front Facing 275-deg'(W.) Number- of Dwelling Units... .35- Number 35Number of Building Stories. 1, Weather_ Data Type. ........._._._.._ ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume.. ..... Footprint Area. ........... Ground Floor Area...... ... Slab. -0n. -Grade Area.-..-...-..-. Glazing Percentage......... Average Glazing U -value_... Average Ceiling Height..... Zone -.Ty -pe- - -------------- HOUSE one -.Type - HOUSE Residence Raised Floor 1 4400 cf 500 sf 500 sf, 0 sf 211.8 % of floor area 0.5 Btu/hr-sf-F 8.8 ft BUILDING ZONE INFORMATION ------------------------- Floor W of Vent Special Area Volume- Dwell ---Thermostat Height Vent Area (sf) (ef-)- Units itioned Type (ft-)- (sf) 500 4400 0.35 Yes Setback 2.0 n/a WILDING DEPP COMPUTER METHOD SUMMARY Page 6 C-2R Proj:ect-Title-:......... GALLAGHER ADDITION- Date-........ 0-2/03/99 --------____ MICROPAS4 v4-.51 File-IGALLAGR- Wth=CTZllS92 Program--FORM-C--2R User#-MP1342 User -Paradise Mechanical Run-GALLAGHER COMPLY 24 -------- I -------------------------------------------------------------------- OPAQUE SURFACES System -Type ---------------- HOUSE Furnace. NoCooling HVAC SYSTEMS. ------------ Minimum Duct Duct Duct Efficiency- Location R -value Efficiency ------ ---------- 0.720 AFUE None - 10.00 SEER NoneR-q�kj 1.000 R-0 &0�0,0UN1 f F Area U- Insul Act Solar Form 3- Location/ Surface- -------------- (sf)- ------ value ----- R-val Azm- Tilt Gains- Reference- Comments HOUSE - New ----- --- ---- ----- ------------ -=-------------- 1 Wall 117 0.065 17.8 275 90 Yes W.19.2X6.16 FRONT WALL 2 Wall 24 0.065 17.8 230 90 Yes W.19.2X6.16 FRONT WALL 3 Wall 24 0.065 17.8 320 90 Yes W.19.2X6.16 FRONT WALL 4 Wall 246 0.065 17.8 5 90 Yes W.19.2X6.16 LEFT WALL 5 Wall 97 0.088 13 95 90 Yes W.13.2X4.16 BACK WALL 6 Wall 36 0.065 17.8 185 90 Yes W.19.2X6.16 RIGHT WALL 7 Roof 540 0.028 38.8 n/a 0 Yes R.38.2X4.24 ATTIC 8 Floor 500 0.037 19 n/a 0 Yes FC.19.2X8.16 FLOOR FENESTRATION SURFACES # of --------------------- Vent I SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface-(-s-f-)- ----------- ----- es- ---- Type --------- Type- va-l-ue--Azm- Tlt Only Shade -Description HOUSE - New ------ ----- --- --- ---- ---- --------------- 1. Window 2.0_.._0_ 2- Metal . Fixed.. 0-.4-90- 2-75- 90 0.88 0..-78- None 2 Window 7.5 2 Wood Slider 0.510 275 90 0.88 0.78 None 3 Window 12.0 2 Wood Slider 0.510 5 90 0.88 0.78 None 4 Window 9.0 2 Wood Slider 0.510 5 90 0.88 0.78 None 5 Window 9_0 .2- Wood. Slider- 0-:_5.1-0- 5. 90 0. 8& 0.._78 None 6 Window 15.0 2 Metal Fixed 0.490 5 90 0.88 0.78 None 7 Door 17.0 2 Glz<50% Hinged 0.510 5 90 0.88 0.78 None 8 Window 7.5 2 Wood Slider 0.510 95 90 0.88 0.78 None 9 Window 12-._0- 2 Wood Slider 0-.-5.1.0. 185- 90 0.88 0-.-78- None OVERHANGS AND SIDE FINS ---Window-- -------- ------Overhang----- ---Left Fin--- ---Right Fin -- Area- Left Rgh-t Surface- (sf7 Hght Wdth ----- Dpth Hght ---- ---- Ext Ext ---- Ext Dpth-Hgh-t Ext Dpth Hght HOUSE - New ---- ---- ---- ---- ---- ---- ----- 2 Window 7.5 3.0 2.5 2.0 0.0 n/a n/a n/a n/a n/.a n/a n/a n/a 3 Window 12:0 4.0 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Door 17.0 6.6 2.6 6.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 7.5 3.0 2.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 12.0 4.0 3.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a System -Type ---------------- HOUSE Furnace. NoCooling HVAC SYSTEMS. ------------ Minimum Duct Duct Duct Efficiency- Location R -value Efficiency ------ ---------- 0.720 AFUE None - 10.00 SEER NoneR-q�kj 1.000 R-0 &0�0,0UN1 f F COMPUTER METHOD SUMMARY Page 7 C -2R Project -Title: ......... GALLAGHER. ADDITION- Date........ 02/03-/99 _________________ MICROPASA x4.51 File-1GALLAGR Wth_CTZ11S92 Program -FORM C --2-R' I User#-MP1342 User -Paradise Mechanical Run-GALLAGHER COMPLY 24 ------------------------------------------------------------------------------- SPECIAL FEATURES/REMARKS ------------------------ COUIV? 9 HVAC SIZING Page 8 HVAC ---------------------------------=--------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... GALLAGHER ADDITION Date......... 02/03/99 Project Address........ 10864 COHASSET RD ******* -------------------=- COHASSET *v4.51* Documentation Author... Robert A. Mangrum ******* Building Pe -r -mit # Paradise Mechanical 5655 Almond- Street Plan- Check- / Date Paradis.e.,. CA. 95:96.9 916.-8_77-8:882_ Fie-ld_ Check/_ Date Climate Zone.... ..... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4-v4.51 File-IGAL-LAGR- Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical- Run-GALLAGHER COMPLY 24 ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 500 sf Volume .. ..... ............ 4400 cf Front Orientation.......... Front'Facing-.275-deg .(W) Sizing Location............ CHICO EXP STA Latitude... ..... ........ 3-9-.7 degrees Winter Outside -Design....... 2-7- F Winter Inside. Design....._._._._._ 72 F Summer Outside_ D.es.ign.._._._._.__._ 1.0:2 F Summer Inside Design ......... 75'F Summer Range. ...... ..... 37 F Interior Shading -Used ...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description (Btuh) (Btuh) --------------------------------------------------'----- Opaque Conduction and Solar...... 3206 1658 Glazing Conduction ............... 2470 1482 Glazing Solar .................... n/a 1905 Infiltration ..................... 2976 1086 Internal Gain .................... n/a 0 Ducts ............................ 0 0 Sensible Load...... ............... 8652 6131 Latent Load.... ................. n/a 1839 ----------- ----------- Minimum Total Load 8652 .7-9-7-0. Note: The loads shown are only one of the criteria affecting the selection of HVAC. equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. veo°� �n -�1C IN��1?IN STRUCTURAL CALCULATIONS FOP, SHEETS �IG1--IAhh5ON I�1�. AUBURN, GA..�5�0� ale 885-3700 t Title: GALLAGHER RES. Job # Dsgnr: STEVE FALLON P.E. Date: Description Scope : BEAMS AND LATERAL AT ADDITION (e) 1983-97 ENERCALC c:\enercalc\gallagher.ecw KW -0602475, V5.0.1, 15 -Mar -1997 Timber Beam & Joist Page General •Information Description r Timber Member Information 1 2 3 4 Timber Section 4x12 Beam Width In. 3.500 3.500 5.250 3.500 Beam Depth -` iii . 11.875 11.875 14.000 11.250 Le: Unbraced Length ft 0.00 0.00 0.00 ' 0.00 Fb - Basic Allow psi 2,600.0 2,600.0 2,600.0 875.0 Fv - Basic Allow psi 260.0 260.0 260.0 95.0 Elastic Modulus ksl 2,000.0 2,000.0 2,000.0 1,600.0 Load Duration Factor 1.000 1.000 1.000 1.000 Member Type Sawn Sawn Sawn Center span Data Span ft 16.00 15.00 9.00 4.00 Dead Load #/ft 1.00.00 ` 198.00 247.00 396.00 Live Load #/ft 149.00 300.00 500.00 600.00 Point #1 DL lbs 3,952.00 LL lbs 8,000.00 X ft 3.000 Results Mmax @ Center k -ft 95.62 168.07 366.70 23.90 @ X = . It 8.00 7.50 3.62 2.00 fb : Actual psi 1,162.4 2,043.2 2,138.2 323.8 Fb : Allowable psi 2,860.0 2,860.0 2,555.8 962.5 Bending bK Bending OK Bending OK Bending OK fv : Actual psi 63.3 117.5 213.7 40.7 Fv : Allowable psi 260.0 260.0 260.0 95.0 Shear OK Shear OK Shear OK Shear OK Reactions Dead Load @ Left lbs 800.00 1,485.00 3,746.17, 792.00 Live Load @ Left lbs 1,192.00 2,250.00 7,583.33 1,200.00 Dead Load @ Right lbs 800.00 1,485.00 2,428.83 792.00• Live Load @ Right lbs 1,192.00 2,250.00 4,916.67 1,200.00 Deflections Center DL Defl In -0.151 -0.231 -0.052 -0.003 UDefi Ratio 1,271.9 779.6 2,067.4 13,983.0 Center LL Defl Iri -0.225 -0.350 -0.106 -0.005 UDefl Ratio 853.7 514.6 1,021.3 9,228.8 Center Total Defl In -0.376 -0.581 -0.158 -0.009 Location It 8.000 7.500 4.212 2.000 UDefl Ratio 510.8 310.0 683.6 5,559.5 (e) 1983-97 ENERCALC c:\enercalc\gallagher.ecw KW -0602475, V5.0.1, 15 -Mar -1997 0-7 A -M Pte- .z � Z 5� -�.Z Ah7' o 0)::* 71) Woo) 1#00 WTI' rALLON ENGINEERING 29go RICHARDbOM DR. AU8IJRN, CA gt%03 STP, (LATERAL ANAYSIS) WALL USE. WALL TYPE CHECK ul-m= TV WALL P USE WALL TYPE CHI 0. T. DT RM -TD WALL USE WALL TYPE. WALL CHECK QTM— P, m WALL AL USE WALL TYPE AL CHECK. Q. T. T WALL P CHECK D. Tr QTM= TrA .USE WALL TYPE i n 0 1 .ii: '• N.1.'.1'r1 ►/ Uittr!titff N,n .�.ttiintt i tt �•�`ti uttt':i.c►' 1.�Ili ' Ohl I'll Ut3��7 -a0 7.N�i �• g•�nct��ttl;u � �� v 1 MtUUVRU tltlt: 1 / 11" CUX k1,14001) Ult• .i �tl t'x-�� .�• [;tIK>ti'A' Rl)GR:1 A►t.�tHt)Utt 1fx1u:ANt� t1�XA•R1i n1f nftl) •�'t' :�%" U -L• tit 1rxR1.lrf t•I.t:•t'li tl}}��1) frtLCl.!t. 1 11 UIL .L C► l)' w% w;'�'/It3t: ii llnl) /.�t' �) 1• OX tt >f1M) >:'l.UU1t. ,� ► HUUt) U1t' !;/t1"~ `.l'��.1..1. c:rlutwFl) win :1 / 11 t.UX. 1.1.x .. ,t 11 ti . t: n•.e ::rrrra�t'. t:a)tW h1. -MOI) 1110.Af1l) tlJwxk�i`ti n.► U l:':[Ul.l) N 1.'.tit h 1) Nr►'r.t,�; I1litt 1if1U �•l• :1.1'' u. t:. a v[c :I:r u' :: :;•l'nrl:):rulu �1 , ,11,.11. d :111 U.C. r1mol , Ult 5/1►�� .'�'_tx 1. VitVUVttU d2 t1Utt. 3/U ''Lt))t PbltHUu1 �� U -( AT glIRET 99"Nn ' HUUU gzU�Nd U,f1,xGlsu 11t . ) . Hx'xll tl U NnXt•5. t1t.F: All" �•�' . �.� ti.c: � fN 'x1tS ,1,''XEUU` . Ult 1G l)' "' cA,' 0 HID rj6uu.lt . �� •�•- l L1. t;rluuVED �� LUX kl•�t4iUU1) Ult a�1,'/JCU migi x RI)t)ttCi )1N)i ,h'� gxUxfld t111xA.RU 1► G'' U.L. � �i1a�,U pxxlt d U Nl►�t•5. nrEl.xEv �•u )fu•�l AIXIi1st1 V • Abby Arttn��xtc�u u� 14 2.0 "., u . C Olt Ugh: A GItVUVSU 10,114001) Ult . U , n 8091; t1t3>ti 30 gxtlXRid NnxA,S1) �► 4" d: C . 5tt136 k1.-tHUV `...'xN FX8t.1) YiXxII:t3 1) 11A1U3 11�at•iBU �►ftU '.h'1• �7 V �U uU'1'll. g�tl�l; .Mh,t.i.. ulc xC► l)' :;•�•nc;c;l:llal) U hf.t. 1•ltl►t�xRtd Vit) bH �X - Ui1l% :t/7" V ,11,.11. of 11; C 7.fiU I,VUIt ' t s' 0 1 .ii: '• N.1.'.1'r1 ►/ Uittr!titff N,n .�.ttiintt i tt �•�`ti uttt':i.c►' 1.�Ili ' Ohl I'll Ut3��7 -a0 7.N�i �• g•�nct��ttl;u � �� v 1 MtUUVRU tltlt: 1 / 11" CUX k1,14001) Ult• .i �tl t'x-�� .�• [;tIK>ti'A' Rl)GR:1 A►t.�tHt)Utt 1fx1u:ANt� t1�XA•R1i n1f nftl) •�'t' :�%" U -L• tit 1rxR1.lrf t•I.t:•t'li tl}}��1) frtLCl.!t. 1 11 UIL .L C► l)' w% w;'�'/It3t: ii llnl) /.�t' �) 1• OX tt >f1M) >:'l.UU1t. ,� ► HUUt) U1t' !;/t1"~ `.l'��.1..1. c:rlutwFl) win :1 / 11 t.UX. 1.1.x .. ,t 11 ti . t: n•.e ::rrrra�t'. t:a)tW h1. -MOI) 1110.Af1l) tlJwxk�i`ti n.► U l:':[Ul.l) N 1.'.tit h 1) Nr►'r.t,�; I1litt 1if1U �•l• :1.1'' u. t:. a v[c :I:r u' :: :;•l'nrl:):rulu �1 , ,11,.11. d :111 U.C. r1mol , Ult 5/1►�� .'�'_tx 1. VitVUVttU d2 t1Utt. 3/U ''Lt))t PbltHUu1 �� U -( AT glIRET 99"Nn ' HUUU gzU�Nd U,f1,xGlsu 11t . ) . Hx'xll tl U NnXt•5. t1t.F: All" �•�' . �.� ti.c: � fN 'x1tS ,1,''XEUU` . Ult 1G l)' "' cA,' 0 HID rj6uu.lt . �� •�•- l L1. t;rluuVED �� LUX kl•�t4iUU1) Ult a�1,'/JCU migi x RI)t)ttCi )1N)i ,h'� gxUxfld t111xA.RU 1► G'' U.L. � �i1a�,U pxxlt d U Nl►�t•5. nrEl.xEv �•u )fu•�l AIXIi1st1 V • Abby Arttn��xtc�u u� 14 2.0 "., u . C Olt Ugh: A GItVUVSU 10,114001) Ult . U , n 8091; t1t3>ti 30 gxtlXRid NnxA,S1) �► 4" d: C . 5tt136 k1.-tHUV `...'xN FX8t.1) YiXxII:t3 1) 11A1U3 11�at•iBU �►ftU '.h'1• �7 V �U uU'1'll. g�tl�l; .Mh,t.i.. ulc xC► l)' :;•�•nc;c;l:llal) U hf.t. 1•ltl►t�xRtd Vit) bH �X - Ui1l% :t/7" V ,11,.11. of 11; C 7.fiU I,VUIt ;44� _ uttecounty LAND OF NATURAL WEALTH AND BEAUTY Date: January 22, 1999 Permit Applicant: Tim Gallagher 1238 W. Mariposa Avenue Stockton, CA 95204 Permit Number : 98-2905 With reference to the above subject, attached is: [X] . Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Assessor Parcel #: 056-070-061 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney cc: Robert Slater 1209 Palm Avenue Roseville, CA 95661 • Date: January 22, 1999 Permit Applicant: Tim Gallagher 1238 W. Mariposa Avenue Stockton, CA 95204 Permit Number : 98-2905 • Assessor Parcel #: 056-070-061 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. The addition to existing house is 500 square feet including water heater compartment. All dimension are calculated and rounded up or down on total. Energy calculations are based on conditioned space of 492 square feet. 2. Energy Calculations: 2.1 Square footage incorrect. .2 New fenestration totals are incorrect. Window area (laundry room) left off calculations and doors containing window must be included for entire opening of door. Provide documentation of window area removed. You are limited to 16% of new floor area plus removed glass. Total for new glass and percentage is incorrect. Thermal Mass. Tile floor are only area to be considered for thermal mass in addition. Remove thermal mass from existing. (You meet requirements for addition.) 2-/4"*7 Note blinds required on plans for west and east orientations. 2 5"1 You must meet all requirements from package to use package. Manufactures 17 specifications show 76% AFUE Resubmit. 2.6 Gas wall heater does not meet building code requirements to heat all habitable space to 70 degrees three feet off floor (specification state it will not do the job). In location show it will not heat addition. Existing wood stove cannot be used in calculations without back up system sufficient to meet heating needs of entire house. Provide location of attic access. f1: What is loading from existing house roof onto truss 4, truss 7 and truss 2. Plan is in line up for engineering review - if there are additional questions our engineer will contact you. Garage requires separate permit. I have no non-structural issues with garage. It will be reviewed for lateral design. f Engineer a architect of record needs to review and approves trusses per lateral design. Returned to you are one set of trusses, one set of energy calculations and school fee form �• (entire addition of 500 square feet or less is exempt form filled out by school district and returned to Building Department. RESIDE U1AL PLAN-CHECKATx'!GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY �. q OWNER: � �� BUILDINGP ER--- PLAN CHECKER: " bc� U� A. P. NUMBER: , GENERAL: - 1 . Zoning requirements: (side yards and number of permitted living units).! 2. Valuation. i3! Plans signed by designer. Proper description of work on application. .5! Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). �T Recorded notice of violation. ; PLOT PLAN: 1 Complete parcel size and dimensions. ` t` •- _ ,:'•"=:.•i 3't ' : • . 2 Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. :•,. •• ' i Flood hazard. 6. Special conditions on creation map (Noise, SA.A., Fire Spririkleit, Water Tender; Trees; etc.).' 7. F.A.U. & F.A.S. road setback. 8. Building or utilities across lot lines (Record form). FL OR PLAN: Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Section 1203). 3. Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). 5. Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). 8.Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302:4). Minimum of one TO" exterior door (Section 1004.6). �� v F' 1 d ood I 1 d I irep ace an w stove ocatton, a coves an c earance. Smoke detectors (Section 310.9.1). X 74 is C417n� ��`' (T'41)' Plumbing fixtures, water closet clearances and shower size. (U1 / Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building: 6. Floor construction details complete enough to construct building. a! Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. 13. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. 16. Header size. June 1997 3.2 0 June 1997 3.2 [MISCELLANEOUS ITEMS TO LO&'jUT FOR: I . Stairway details: landings, AWS - and run, head clearance, handrails (Section 100• 2. Guardrail details (Section 509). 3. Brick or stone veneer (Section 1403). . 4. Exterior plaster - weep screeds (Section 2506). 5. Proper roof pitch for roof covering, (Section 1501). 6. Roof covering type - (fire hazard). 7. Foam insulation - protection. 8. 36" halls and stairways. . = 9. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. 10. Two exits on three - story dwellings (Section 1003). - Underfloor access and ventilation (Section 2317.7). 2. Attic access and ventilation (Section 1505). A-4".3. Combustion air for fuel burning appliances - L.P.G. requirements. 44 Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers 0 June 1997 3.2 <«> ,............ ............. :::......:,:::::: Robert Slater A R C H I T E C T MARTINEZ • ROSEVILLE • CHICO BUTTE COUNTY BUILDING DIVISION DEPT. OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CA. 96965 1 /13/99 ATT: MARTHA WHITNEY PROJECT: TIM GALLAGHER'S ADDITION AND REMODEL FOR THE EXISTING RESIDENCE 10624 COHASSET RD. COHASSET, CA. PERMIT NUMBER: '98-2905 ASSESSORS PARCEL #: 056-070-061 REFERENCE: PLAN CHECK COMMENTS DATED 1/05/99. RESPONSE TO PLAN CHECK COMMENTS ITEM NUMBER (1): THE COUNTY'S INTERPRETATION OF THE FRONT YARD SETBACK REQUIRED AN ACCURATE SITE LAYOUT OF THE EXISTING RESIDENCE AND A REDUCTION TO THE NEW ADDITION. THE DRAWINGS HAVE BEEN ADJUSTED TO MEET THIS REQUIREMENT. ITEM NUMBER (2): THE GARAGE HAS BEEN RELOCATED DUE TO THE COUNTY PLANNING DEPARTMENT'S WRONG INFORMATION. PLANS SHOW THIS CHANGE. ITEM NUMBER (3): THE DRAWINGS HAVE BEEN CHANGED TO REFLECT THE CORRECT SQUARE FOOTAGE OF THE CONDITIONED SPACE OF ADDITION. THERE IS NO NEED TO CHANGE THE ENERGY CALCULATION. THE ADDITION FALLS UNDER THE MAGIC 500 SQUARE FEET. (SEE DRAWING A-2) THE HOT WATER CLOSET IS A NON CONDITIONED SPACE AND IS NOT ADDED TO THE CONDITIONED SPACE. REFER TO THE RESIDENTIAL MANUAL 1995 CHAPTER 7OSECTION 7.2 FIRST PARAGRAPH 'OR CALL ENERGY HOT LINE 1-800-772-3300. ROBERT L. SLATER, ARCHITECT Main Office: 1209 Palm Avenue, Roseville, CA 95661 916-773-6066 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE; CALIFORNIA 95965=3397- TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Date: January 5,1999' Permit Applicant: ' Tim Gallagher Permit Number: 98-2905 1238 W. Mariposa Avenue Assessor Parcel #: 056-070-061 Stockton, CA 95204 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney CC- �c- T�2� A90,tt1 iL-Z!,7 -- Nrnj'� Date. January 5, 1999 Permit Applicant: Tim Gallagher Permit Number : 98-2905 1238 W. Mariposa Avenue Assessor Parcel #: 056-070-061 Stockton, CA 95204 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Portion of structure is being built in front yard setback. Planning Department approval will be required before plan check of structure can resume. A variance will be required to proceed as shown on plans. 2. Minimum side and rear yard setback in an SRA (State Responsibility Area for fire protection) is 30 feet. This is different then a zoning set back. CDF is currently reviewing property per the required plan check. (Garage may need to be moved.) 3. Using dimensions on plans the square footage is 494 square feet -if you do not count portion of floor at dining room pop -out. The area must be included in the square footage and is calculated as an additional 16 square feet for a total of 510 square feet. You must make the determination as to: 1. Do you wish to eliminate this area as it is in setback and would require a variance. 2. School fees will be due on entire additional living space. 3. Energy calculations will need to be revised per correct square footage. As the items are critical areas of concern plan check cannot resume until these items have been addressed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4: 00 P.M., Monday through Friday. Martha Whitney cc: Robert L. Slater, Architect - 1209 Palm Avenue, Roseville, CA 95204 Dan Breedon - Butte CountyPlanning Department APPLICANT: OWNER: PERNM A. P. #: WORK DESCREMON: PRAE CT . PROCESSING F*ORD DATE DE GRI M.O /N, ,OF STEP ' - ' kc, -6 a�.99 .fir �: � A....�-.^�: �,.-.c,.w.�,.-.. .�-- ,�-.. -... �-..- �+.�r^*'r'�,'+4'R:�:•r;�v.:i�x+'�b:dia.'!"�^�'�'-�Strr!�u'Sd'e�"�r+°+�� ,�.__.,,.,��,�r:--.:��... 00 056=070-061 99-0282 ER- TIM GALLAGH �" ,�••, •_ 1 _ .�1/,D. d/� .Ol� • . • � ' •. k, ET ROAD C.N..ICO { - 10624 COHASS . , CONTR : 010IER GARAGE'•. • � , ii ° .. • t i to .. ' iry. 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINq DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev. 12/96) APPLICATION ANb PERMIT 99 ASSESSOR PARCEL NUMBER 05647O_g61 - ZONING TM5 BUILDING PERMIT OWNER i GALLAGHFR TTM 209 TELEPHONE (M -A371550 SO. FT. OCC. BUILDING VALUATION IT 9:900 00 OWNERS MAILING ADDRESS 1238 W. MARIPOSA AVFVTE. ST0C1C'IC.1h. 05204 CONTRACTORS NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ Q. QM fn ARCHITECT OR ENGINEER ROBERT SLATER LICENSE NO. Flln Fee $ 20.00 Permit Fee $ 117,00, ARCHITECT OR ENGINEERS MAIUNG ADDRESS 1209 PATY, AVE. ROSFVILLE CA 95661 Plan Checking Fee $ 5 BUILDINGADDRESS 1062.4 C!iPASSET ROAD WEASEL 95973 Energy Plan Checking Fee $ $ PERMIT FEE $ 21 1 0� LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE. SPECIFY Each Trap 7.0023.00 Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GARAGF (PRIVATE) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service z'Do, os'ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1,0-A as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service PDA TO 1000A 46.00 NEW NEW CONST. DW EVr OCCUP. OR ADDNS. ( 8 ACC. BLDS. SO 1(7.2. 3.5QF: NON-RESID. ITSMULTI.OUTLET @7,50 APPARATUS a sINGLE o1mtT cIR. Ex. Occup. OUTLET OR FIXTURES SAL ®I. 0 LNS Ex. Occup. OFucuT REs D OR.) EA EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ - WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that H I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. i X ^ .2Date Signature of Applicant -_❑-Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ OGC 1� CON$i TYPE rfi TOTAL FEE $ 252.3[ HAZ. �. D. FEES IM FLOOD �/ J� CDF PARCEIl PD 110 �/ .D ISSUE v This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By ! "_ i ti �� }� % PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. �)".K/ Date r_ Date Receipt No. �,�i �S� 7Jy �� _ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER IT O. (Rev. 12/96) APPLICAy ION''AND PERMIT �`� ASSESSOR PARCEL NUMBER 056-070-061 ZONING TM5 BUILDING PERMIT OWNER GALLAGHER TIM 209 TELEPHONE 937-8373 SO. FT. OCC. BUILDING VALUATION 550 U 9,900.00 .OWNERS MAILING ADDRESS 1238 W. MARIPOSA AVENUE, STOCKTON, 95204 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER ROBERT SLATER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 117.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 1209 PALM AVE. ROSEVILLE CA 95661 Plan Checking Fee $ 76 C)9 BUILDING ADDRESS 10624 COHASSET ROAD COHASSET 95973 Energy Plan Checking Fee $ PERMIT FEE $ 211-091 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GARAGE (PRIVATE) Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service z'000n oA LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSINGLE License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as wner of the property, or my employees with wages as their sole compensation, do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service sow To i000A 46.00 NEW CONST. DWELLING UP. OR ADONS. ( .TIGBLDS. SO 3.50 FT. 19.25 T. N"N-RESID. MULTI -OUTLET O @7.50 8 OUTLET CIR.OWER APPARATUS Ex. Occup. OUTLET OR FIXTURES eAL @ .so Ex. Occup. ..MEDs(RR=.1 Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 39.25 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with !thpsp provisions. c X Date �2 C _ Signature of Applicant - wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ U ff CO PE TW TOTAL FEE $ 252.30 �/11D.. HAZ. FEES IM FLOOD /�\� COF PARC Po D E This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have r B 4�k/ ��%� Y PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date �-7 , (L Date Receipt No. ,S J WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7'County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rov.t21e) APPLICATION AND PERMIT PERMIT NC msmomftftmmh. DDfN°BUILDING PERMIT owr� Tq OfO37�3� SO. FT. OCC. BUILpiNG VALUATION owNM'* waworn 2 f55-0 LIC1.2 mit t A7. nn.« 1a -JP . �r V --A, r .. Qr•�_,� OOMPAM" /M119 commic am mum aooKea i oomff"lucnom Loma UMOM WARM aooxra Fireplace Total Valuation i APS e>rou+e� uceNca No` Flin Fee a 20.00 anaeeer on 06oP*ms wawa aooirss �• Permit Fee i 00 Plan Checkin Fee S Q-4�� Energy Plan Checking Fee i PERMIT FEE urrllo sueon�louslwat ralca ver PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE Each Tr 7.00 �2/� Solar or heat um venter heater 23.00 SFO DuplexMoblehana �Otlter ice_ Water piping Each use water heater or vent 15.00 TYPE OF WORK Gas piping syMern 1 - 3 15.00 New 0 Addition 0 Remodel 0 L!V m O InstalaSon 0 OtIm Cl Building sewer 15.00 Describe Work: _ �� ,Gc �yr�up�Ck l e Mobile Home G I W (620.00 PERMIT FEE _ ELECTRICAL PERMIT Filing'- Fee 20.00 Main Service o oOn 23.00 Main Service 2WA to loom 48.00 ls NEW co . owa ooew OR ►cows. a aw. cceu� 3.S�fr. I . ZS Iona®mutrrtEr vorrsl �fP�urw @7.50 as EX. O CCtI 0VnZr 011 FK A18 eve 0I.so Ex. Occup. ovf9n�°s am. G 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 WGsc. Wirinq 23.00 til fL- PERMIT FEE ±_ _ --2-s, I MECHANICAL PERMIT I Fling Fee 1 20.00 1 I Hood -1-1 1 B.50 PERMIT FEI: I S Mlobile H e Installation Fee = Energy Inspection Fee occI `° V KTITOTAL FEE S w Z 10. FEES I W P P1000 I Cof Po 1O SSt E This permit is hereby Issued under the applkabie provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date �— ReceiptNo. PERMIT EXPIRES ON " =JAS °-99 FR I 14 51 . LOI.LOW LUMBER' FAX NO, 9 FF"ry30I 40 `- P, 0<1 "Y? P -�, 'c• .rte. n rf:�` �,,i:- ,a �...s,. Y .,,,rrr,• s ) LONGFELLOW LLJWfBER CO. INC.N-4'' ' 7 - ; 9 Y //b7S-011'? y '(800 , (530) S93-0112 • FAX (530) 593-0140- ti 89 Loren Avenue Chico, CA 95928-7434:: f . F- , Tr Pte+ l �lT 4IJ 2-3 A.DD-b Pe-F < rs 4 j i a < l S • SIJJ r Quality Truss Design Roof & Floor Systems s f :�1 ... •��.-;, 7, s; ;a+,.�J i-_5..x:y, :_.s�,..�C •.. ��*':•i.-p4,-"4. ��.� �� ....:, �, ._N'ia.. .s. � r -i,� .. �. �_ .. .> :. y-. ;�r;�Yr � �'" � N: >..�:^`..f Jf.4,Ti•.�"'A;8"s'.„r-'�' � . '�..-.. v•_.»—A/p/./ _ _ _ ��, `yam,. s .=7�B 056-070=061 GALLAGRER; ERNEST'10624 COHASSET'RD:, CRICCONT : BUTTE ROOFING REROOF,/SF 4 � Yt. r 1 1J q ` "JJ y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Califgfnia 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION Alia PERMIT 9.4 // 7 ASSESSOR PARCEL NUMBER(//� /./••��/7 ZONING BUILDING PERMIT OWNER - TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNEIYS MAILING ADDRESS ' l / L.fl. 7M 73 f '•- -2 CONTFIAC. OR'S NAME�_b„_. _ - -� '(7T'+d ' �� v C t ' TELEPHONE - -6Jy 3 f " / � CONTA TOP'S MAILING ADDRESS 2 6 ,,d- Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ /D ARCHITECT OR ENGINEERDC ENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING DRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ 4JI, 6D PLUMBING PERMIT Filing Fee 20.00 Trip Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF]" Duplex O Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities O Installation ElOther'fl .--y'''�� Describe Work: i / % : ` r� — :: 1 i i- .` '1 l ! s 2 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 F, r '00v OR LE Main Service ( 2.A 0. LESS ) 23.00 Main Service ( 200A TO t000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONIS. ( & ACC. BLOS. ) SO. 3.5C FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) p I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effec License No. L: "'� (�t /} (� Classification G „ ❑ I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( %JTLET OR FIXTURES ) BA0 @ I.60 Ex. Occu FIXED APPWS. OR p' ( OUTLETS (RESID.) EA. 5�0 Temporary Service ;,� 23bo Mobile Home Facilities 20!00 +. Misc. Wiring 23• WORKER'S COMPENSATION INSURANCE 1 declare under penalty; of perjury.(check one): , ❑This permit is for $100.00 (valuation) or less.' -EI I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant;#If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE S Contractor . .. , -,. - ..c MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6 50 Ventilation , PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X_. Date �f/,-2-/ IG Signature of Applicant - ❑ Owner 'Cl Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEES Ll HAZ. I D. FEES 1 IMP 1 FLOOD I CDF PARCEL PD I HD TISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOROF PUBLIC WORKS By �" `"' Date PERMIT EXPIRES ON/zkl/� (Date) Receipt No. 1 /_� / / WHITE-D.D.S.-BD CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .f- . M COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Orovill%;,'alifornia 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER �/ ,(.�`� L/ ZONING BUILDING PERMIT OWNER �� lJ' TELEPHONE 3 lB SQ. FT. OCC. BUILDING VALUATION OWNER'S ?;NG DyE$S CONTR OR'S NAME TELEPHONE NE CON C 'S ILING ADDR Fireplace - CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ eD ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING NDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ 66 PLUMBING PERMIT Filing Fee 20.00 Each Trap7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'SNAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF?irDuplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Oth el4r Describe ork: a PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 r" Main Service ( BOOV OR LESS ) 2OOA OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BLDS. ) SD. 3.50 FT. CONTRACTORS LICENSE LAW( I de lare under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force a d efffe� / /- License No. S Y! 6 d D Classification C i ❑ I, as the owner, or my employees with wages as their sole cefmpensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B20 @ 1.00 Ex. Occup.FIXED IRESID) E ( OUTLETS IRESID.I EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in copsequence of th grant o thi mit. X Date o�/4? Si na ure of Applicant Owner Contractor EI An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ 1 CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been DIRE R OF PU LIC WORKS By PERMIT EXPIRES ON 2� /Date/ provisions to do work paid. (p� Da Y� y I ReceiptNo. f Lag7I� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT LONGFEL' L'OW LUMBER CO. IN' C. El+ -lc 1�eETZ- ■ Quality Truss Design ■ Roof.& Floor Systems, 89 Loren Avenue Chico, CA 95928-7434 (530) 893-0`112 FAX (530) 893-0140 Customer: T1 M &At_-A&a P, Address: I N l Z `i G'a�fRSSET' R? AP#: Job No: �T�l LLQ G�r2 �aD' �r-,oni Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED INSPECTION AGENCY Timber Products In�sp 6A&bEPAMWEN5� P.O. Box 20455 ��33 Portland,OR 97220 (503) 254-0204 APPROVED 90-2905 l- 1 ■ Go TIM GA.LLA&sp. 0 =' S I M P60 AJ" TKA Lq WiLDING ®EPARTMEN: �' APPROVED c2 N o: (GALTIM-TIM GALLAGER - T-1 COMN luv CHORD 2X4 OF -L #1 8107 CHORD 2x4 DF -L #1• NEBS 2x4 DF -L Standard ' PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ------ (LUMBER DUR.FAC,-1.15 / PLATE DUR.FAC -1 15) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS] SURNTTTCn Rv Tollee uco 'LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00. OC 8 BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. N BC - From 32 PLF at 6.67 to' 32 PLF at 15.13 10 PSF BC LIVE LOAD PER UBC, M TAILS HAVE BEEN CHECKED FOR 1,25x TOP CHORD LIVE LOAD. (L) UBC SNOW LOAD REDUCTION TAKEN ON 72 PSF LIVE LOAD, RESULTING o " z IN 64 PSF DESIGN LOAD. (SECTION 1605.4 UBC.94) THIS TRUSS HAS BEEN DESIGNED IN ACCORDANCE WITH UBC 94, SECTION 1638.2 FOR UNBALANCED SNOW DRIFT CONSIDERATION. W5X6(R) N W2.5X4 W W2.5X4 M W1.5X46 r— 1 6 f-. Wl . 5X4 0 U ' A p. GG R-, A a W4X12Ea W4X4 W4X12ts w W3X14 (83) Es z W3X14 (B3) EEl c.7 ' z w 11-0-0 I 11-0-0 •d I 22-0-0 Over 2 Supports R-2020 W-3.5' R-2020 W-3.5' rz.. Ln PLT TVP- Wave TPI -95 R Desi n Criteria: TPI STD d� "ARMING—DG.TRUSSES R[OtlIAE EXTREME CARE IN FABRICATION. HANDLING.— REFER INSTALLING ANO I BRACING. REFER TO NTO.91 (HAADLIRG INSTALL IN6 AID BAACIN9), PUBLIftlED BY TPI pp IRS TIME, SBS D'ONOf470 DA., SU [TE t00, MADISON, NI 53)19),, FOR SAFETY PRAC71C�ifDPIS110AA71.0 O7 TE PERFORMING THESE FUNCTIONS. UNLESS OTYERYIBE INDICATED, TOP CHORD SMALL NAPE PAOP[RLT ATTACH C:" STROCTUAAL PAAtIS, BOTTOM CHORD SHALL BAIL A ►RO/Ull ATTACHED 81610 CEILING. �-. '�IMPORTANT•� fURRIt11 A COPY OF TMif DESIGN TO 7XE INSTAIIATI OA CONTRACTOR. ALPINE [Y6INEERED PRODUCTS. INC. SMALL 1107 BE RESP OYSIBII-►OR ANY OEIIAT1011 FROM THIS OESION; ANY FAILURE TO ALPINE NOILD TM[ TRUSSES )N CONFORMANCE VIII 111: GA FABRICATING, HANDLING, SHIPPING, INSTALLING AND ---. GARCIA& Of TRUSSES. THIS DESIGN CURFONNS VITM APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN SPECIFICATION PUBLISMED OT TME AME41CAA FOREST AND PAPER AISOCIATIOM) AID TPI. ALPINE Cj CONNECTORS ARE MAGE OF tOGA ASTM AB53 GRAD GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR$ TO W EACH FACE Of TRUSS. AND UNLESS OTNERYISE LOCATED OH THIS DESIGN, POSITION COHN[CTOtS PER RING DIC RDESiOtlSIB II[TY SOl[LYINGS 160 A-2. IFORHE ST [ TRNSSEAL ON ICONPON[RT DS DRAVING ESI G9TSXOYRES �EPTATN[ SUITABILITYCE Of OOAND UfF10fEiB15 pfOdhCiN COMPOtlEHT PON ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER CA 9SBt8 AHSIMI 1.1995 SECTION I. f ��I T 0-0-0 JUTTE COUNT i" WILDING DEPAPTIVIEW. APPS V �pU0 W,TC LL (L) 64.0 PSF TC DL 9.0 PSF N 5800055 Dec 17 BC DL 6.0 PSF BC LL' 0.0 PSF * TOT. LD. - 79.0 PSF �►- �f DUR.FAC. 1.15 SPACING 24.00 Scale -.25w/Ft. REF R427--47321 DATE 12/17/98 OR W CAUSR427 98351008 CA -ENG AEB/GWH SEAN - 95516 FROM E,D LPA d z (GALTIM-TIM GALLAGER - T-2 CORN) _ Tnn iCAq Ur -L vsBet. OT CHORD 2x4 DF -L #1 ' WEBS 2x4 DF -L Standard :Lt Wedge 2x4 DF -L Standard::Rt Wedge 2x4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. TAILS HAVE BEEN CHECKED FOR 1.25x TOP CHORD LIVE LOAD. R/] H V C.l • O a R.. w 0:1-6 z W5X_ — n WH4m z W5x4m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DINFNsIoxcY SIIRYITTCn Ov Tbii" urn ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00. OC 8 BC 0 72.00' OC. DEFLECTION MEETS L1240.00 LIVE AND L/180,00 TOTAL LOAD. (L) UBC SNOW LOAD REDUCTION TAKEN ON 72 PSF LIVE LOAD, RESULTING IN 64 PSF DESIGN LOAD. (SECTION 1605.4 UBC 94) THIS TRUSS HAS BEEN DESIGNED IN ACCORDANCE WITH UBC 94, SECTION 1638.2 FOR UNBALANCED SNOW DRIFT CONSIDERATION. W5X6(B2) E3 r�3 DW z DW cam. 10-1-0 10-1-0 20-2-0 Over 2 Supports R-1693 W-3.5" R-1693 W-3.5" 13+ PLT TYP. Wave TPI -95 R Desi n Criteria: TPI S' •'WARNING-- TRUSSES REQUIRE EITRENE CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING ANO ( BRACING. REFER TO MID -01 (HANDLING INSTALLING AND BRACING), ►UBLISIEO BY TPI (TRUSS PIATE INSTITUTE, SD3 D•ONOFRIO OR., SUITE IDG, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCTI0HS. UNLESS OTHERWISE INDICATED. TOP CHORD STALL NAtE PROPERLY ATTACHED 07 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ---, *IMPORTANT-- ►NRNISN A COPY OF TRIS DESIGN TO TH[ INSTALLATION CORTRACTOR. ALPINE ENGINEENEO PRODUCTS. INC. SNAIL IDT BE RESPONSIBLE FOR ANT 01,111.1104 FROM THIS DESIGNI ANY FAILURE TO A L PINE SSE BUILD THE TRUSSES IN CONFORMANCE MITI TPI; OR FADNICATINB. HANDLING, SNIP►IIG, INSTALLING AND r. DRACtRO OF TRUS. THIS 0[SI6I CONFORMS Y1TN AP/L ICABIE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISNED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE U CONNECTORS ARE MADE OF FOGA ASTM AG$3 GRAD GALV. $ IE It. EXCEPT AS 10110. APPLY COINECTOIS TO W EACH FACE OF TRUSS. AND UNLESS OTHEANIIE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEA Fa DRANINGS 160 A•1. THE SEAL ON THIS BRANT INDICATES ACCEPTANCE Of PROFESSIONAL EN62NEERINC Alpi $) &OCred Pmd" RESPONSIBILITY SOLELY FOR THE TRUSS COMPDNENT DESIGN $NOVI. THE SUITABILITY AID USE OF THIS 88G7UIImlp. `(,A 9$gZg I/TPICOMPOIENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS1.1995 SECTION [. 060 j -Z JUTTE COUNT Y EWILDING ®EPARTMEW, CA - 1 - - - F D W. TC LL (L) 64.0 PSF �+ 6 06 05 TC OL 9.0 PSF Dec 17 BC OL 6.0 PSF s BC LL 0.0 PSF * TOT.LD. 79.0 PSF Com- DUR.FAC. 1.15 Q� SPACING 24.0- Scale-.25"/Ft. REF R427--47322 DATE 12/17/98 DR W CAUSR427 98351009 CA -ENG AEB/GWH SEAN - 95526 FROM E.D Ys. I (GALTIH-TIM GALLAGER - T-3 COHN R-310404"STUB) TOP CHORD 2x4 OF -L #168et. :T2 2x4 DF -L $1: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :Lt Wedge 2X4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. CIJI TAILS HAVE BEEN CHECKED FOR 1.25X TOP CHORD LIVE LOAD. C-3 3 c� 0 z W5X4 Ea THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONSI SUAIITTTcn Nv TDIICt uc ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF'RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00. OC 8 BC @ 72.00. OC. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. (L) UBC SNOW LOAD REDUCTION TAKEN ON 72 PSF LIVE LOAD. RESULTING IN 64 PSF DESIGN LOAD. (SECTION 1605.4 UBC 94) THIS TRUSS HAS BEEN DESIGNED IN ACCORDANCE WITH UBC 94, SECTION 1638.2 FOR UNBALANCED SNOW DRIFT CONSIDERATION. W5X4 e z w w 10-1-0 I 5X4 0 2- -8 +0-0-0 6-8-12 IR -1521 W-3.5' z",JI D 16-9-12 Over 2 Supports IN TgDEPARTME� . R-1311 W-3.5' fa. PLT TYP. Wave TPI- I 00 G7 . 07 A U_ f lvb E°Bmtx+e? PEo_Ammtk I.D. ••W I1IN;� TRUSSES REQUIRE [ITRENE CARE 11 FABRICATION,e MZ INGBRACINC SXIPPe1 Bi ai19TALLIPN6 AND IFS71TG. REFER TO tlI0.91 MAMOLING INSTALLING AND BRACING). PUBLISH BY TPI (TRUSS PLATE INST ITUT[. 003 0.0NOfRIO DR., SUITE 200, MADISON, YI 53719)..FON SAFETY PRACTICES PRIOR TO STRUCTURAL TMESE FUNCTIONS. UNLESS OTBERYI SE IIIDICATED- TOP CHORD SHALL NATE PROPERLY ATTACHED STRUCTURAL PANELS. TOTTON CHORD SHAH NAT[ A PROPERLY ATTAINED RIGID CEILING. '-IMPORTANT*- IORNI SH A COPY OF THIS DESIGN TO TM[ IY STALL ATIOM CONTRACTOR. AI PIN[ [tl61NLIREO PRODUCTS, [NC. SNAIL ROT 0E RESPONSIBLE FON AMY DFYIAT IDD fRON THIS DESIGNI ARF FAILURE TO BUILO THE TRUSSES 11 CONIUMANCE WITH TPI; OR /ABRICATIIG, tlAYDI[IG, SHIPPING, INSTALLING AND BRACING Of TRUSSES.THIS DESIGN CommYITN APPI ICATLE PROTISIONS OF RDS (NATIONAL DESIGN ONNECTOR$IARE03 PUBLISHED MAOE Of EOGATHE ASTM A6S3AMERICAN DNRORGALTEST AND STEEL PAPER INCEPTASSOCIATION) NOTED.TPI. APPLYALPINE CONNECTORS TO tM E AND Of DESIGN. Posin ON coauCTOS Fla 1 1AYINGS160 A-255. ATHE USEAL 509"IS IDI1ANISE NGTINDICATES SACCEPTANCE OF PROFESSIONALR RENGINEERING RESPONSIBILITY SOLELY FOR TOE TRUSS CONPOYENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, f[R ANSI(TPI 1.1995 SECTION 2. n Scale-.375"/Ft. REF R427--47323 DATE 12/17/98 DRW CAUSR427 98351002 CA -ENG AEB/GWR SEQN - 95533 FROM E.D v TC LL (L)64.0 PSF TC DL 9.0 PSF BC DL 6.0 PSF ;60 BC LL 0.0 PSF TOT.LD. 79.0 PSF DUR.FAC. 1.15 SPACING 24,0" Scale-.375"/Ft. REF R427--47323 DATE 12/17/98 DRW CAUSR427 98351002 CA -ENG AEB/GWR SEQN - 95533 FROM E.D v cli LA7 cl-31 0 z TIM -TIM GALLAGER - T-4 GIRD -PLY] R -3'0404'S TOP CHORD 2x4 DF -L #1 BOT CHORD 2x8 DF -L SS WEBS 2x4 DF -L Standard :W3, W6 2x4 DF -L #1: :W7 2x6 DF -L #2: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.15 / PLATE DUR.FAC.-1.15) BC - From 623 PLF at 0.00 to 623 PLF at 16.81. DEFLECTION MEETS L/240.00 LIVE'AND L/180,00 TOTAL LOAD. THIS TRUSS HAS BEEN DESIGNED IN ACCORDANCE WITH UBC 94, SECTION 1638.2 FOR UNBALANCED SNOW DRIFT CONSIDERATION. (L) UBC SNOW LOAD REDUCTION TAKEN ON 72 PSF LIVE LOAD, RESULTING IN 64 PSF DESIGN LOAD. (SECTION 1605.4 UBC 94) 10 PSF BC LIVE LOAD PER UBC, W �~ PLT TYP, Wave TPI- m G7 07 ALPINE W A • jPw' v IZogj ww ` •".'uw�, EOG. SNmmmlq CA 95838 W06 (C1, T 0_:L- 6 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required F ----- NAILING SCHEDULE: (0.1310.0_g_nalls) TOP CHORD: 1 ROW 0 12. O.c. BOT CHORD: 1 ROW 0 5' O.c, -WEBS- : 1 RON 0 4" o,c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*"* ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID'SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24,00" OC 8 BC 0 72.00" OC. TAILS HAVE BEEN CHECKED FOR 1.25x TOP CHORD LIVE LOAD. W5X6(R) RI c W7 T Z- -8 0-0-0 10-1-0�g � 6-8-12 e�+>,d�� 16-9-12 Over 2 Supports tt EE��gg�v R-6862 W-5.5' R. , 16 01N ®EPARI R-6446 W-3. ffA t.0 11-0 ••YARNG. REFER ING` TRUSSES 1 EOUIRE E17RENE CANE IS FABRICATIODe tlANDLlUOC SHIPPsign ING. 61 aISTALIP G ANDTD tl0.ACIATO WIB-91 (NAAOLING IW STALLING AID BRACING), PUBLISHED BT TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE [00, MADISON, WI $3719). FOR SAFETT PRACTICES PRIOR To p[NFORNING THESE FUNCTIONS. UNLESS OTHERWISE OW W.�, CA - T C LL (L)64.0 PSF Scale -.3750/Ft. REF R427--47324 INDICATED, TDP CHORD SMALL HAVE PROPERLY ATTACHED �1HPORTANiPUE1/UNIIStlBOTTDM CHORD A COPY OFNTIIIf DESIGNPTOpillCY]NST�ll�T10NGID CEILING. COMTRACTOA. PRODUCTS, DecE!C 17 ' 9 DL 9.0 PSF DATE 12/17/96 REPINE ENGINEERED INC. SNAIL NOT OF RESPONSIBLE FOR Atli- DEVIATION FROM THIS DESIGN: ANY FAILURE TO II ILO TRI TRUSSES IN CONFORMANCE WITH TPI; ON ►ABASCATING, HANDLING, SN1pPING. tl0.ACiri NO. C B DEi B C D L 6. 0 PSF DRN CAUSR427 98351010 INSTALLING AND AT TNUPUBLISSES. THIS DESIGN CORF00.MS YITtl REPLICABLE PROVISIONS OF NDS (RATIONAL DESIGN ALrjNj COTHEAND PAPER MADE SorOEOGA�ASTH IASIM TAP;LY rap, BC LL 0.0 PSF CA -ENG AEB/GWH A653ASAIDp93T GUY.. STEEL. INCEPT TEDAND CONNECTORS TO [ACM FAC( Of TRUSS, AND UNLESS OTMF0.YISI LOCATED ON 10IS DESIGN, POSITION CONNECTORS PIA DRAWINGS 160 A•I- THE SIAL * TDT.LD. 79.0 PSF SEQN - 95581 US 1-1 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL INGINEE0.7flG AESpONS1011 (TY SOLELY FOR TOE TRUSS CONPOIENT DESIGN SHOWN. THE SUITABILITY AID USE OF THIS CWONEAT FOA ANY PARTICULAR BUILDING 13 OUR. FAC. 1.15 FROM 7NE 4ESPOMSI/ILITY OF iHI OU LOINS DESIGNER, PER ANSI/TPI 1•1//5 SECTION E. "C6 �� E. D SPACING 24.0° EN :N (GALTIM-TIN GALLAGER - [SGEJ T-5 SCISS/DTC/SGE [1-PLYJ) FCHORD DF-L #1 :T2, T3 2x6 DF -L SS: DF -L SS DF -L Standard :W3 2x4 DF -L #1: OF -L Standard::Rt Wedge 2x4 DF -L Standard: POSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT 12. OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS CD122 OR CD123 FOR GABLE REQUIREMENTS. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS TRUSS HAS BEEN DESIGNED IN ACCORDANCE WITH UBC 94, SECTION 1638.2 FOR UNBALANCED SNOW DRIFT CONSIDERATION. 10 PSF BC LIVE LOAD PER UBC. W3X4,P11 r' ZW 2 W3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONSI SURNtTTFl1 Rv TOIICC Ur" ***LOADING ON,THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC A BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X8(R) N (L) UBC SNOW LOAD REDUCTION TAKEN ON 72 PSF LIVE LOAD, RESULTING IN 64 PSF DESIGN LOAD. (SECTION 1605.4 UBC 94) (K) 2x4 DF -L gl FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD, WITH 2X4 ALPINE PLATES ® 24'0c. THROUGHOUT PLUS HEEL PLATES AS SHOWN., T3 11 W3X4 T . (K) C— W5X8 a W8X12(R) m (K) :zn W5X8-,t, Ta WSXBa 5 W2.X61U W5X8e a W5X8 (F3) o W2X6 III 5 L_ w OIL-12W5X8 (�3) s a 0-7-12 w ...L w z c.5 z • z I" 8-0-0 B-O- �� 16-0-0 Over 2 Supports I R-2000 W-3.5' R•2000 W-3.5' Note: All Plates Are WI -5X4 Except As Shown. PLT TYP. Wave TPI -95 Ill, R Desi n Criteria: TPI STD ••YARX1 tlG•• TRRSS(S gf001RE EITRENE CARE 11 fABI1CATI0e, BA10L116, SNIPPIR6, IYSTAllIN6 AND ' BR AC 116. REFER TO NIB•Y1 (HANDLING IeSTAIIi RG AYD BRACIR6). PURL ISM[D BY TPI ap tRtTlTOTE. 58.1 D'OMOFAIO OR.. SUITE 100, HADISOtl, Yt 57719). FOR SAFETY PRACTICESOPRIORATO O O� P[gfORM 166 THESE IUtlttI01S. URIESS OTHERWISE IBOICATED. TO► CAORO SNAIL NAPE IROPERIT ATTACNTO �7a W y Q� STRUCTURAL PANELS. BOTTOM CHORD StlALL HAVE A PROPERLY ATTAINED ALGID C[IL LAG. (7" ,�_(pY IMPORTANT'•• /UR11fB A COPY Of THIS of PR TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED - Dec 1 7 y[f PRODUCTS, IIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANT fAILUA! TO A L PINE BUILD THE TRUSSES SE 11 CONf.RMAICE WITH TPI: OR FABRICATING, NANDLII6, SHIPPING, INSTALLING ANO N0. C B 05 ---, BRACIIO OF TRUSSES. TNIS DESIGN CORFORM7 WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SP[CIf KATION PUBLISHED BY TRI AMERICAN fORfST AND PAPER ASSOCIATION) AND TPI. ALPINE XWJL Q- :! CJ CONNECTORS ARE MADE OF ROGA ASTM A657 6940 6ALV. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO C-3 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CAPPLY COR PER A�1., DMMIN6S 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PRDFCSSIOIAI ENGINEERING •..yIDC IAglpp 4'CAP Od* RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN ONS BILITY THE SUITABILITY AND USE OF TRIS .q� cnnL s�Dmiq CA S15g28 COMPOREeT -1R Aly PARTICTION IILAII BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEA ANSI/791 1.1995 SECTION E. +0-0-0 IWILDING DEPARTMEN--- Aw"'PROVED TC LL (L)64.0 PSF TC DL 9.0 PSF BC OL 6.0 PSF BC LL 0.0 PSF TOT -LD. 79.0 PSF DUR.FAC. 1.15 SPACING 24,0" acme —,375"/Ft. REF R427--47325 DATE 12/17/98 DR W CAUSR427 98351003 CA -ENG AEB/GWH SEAN - 95630 FROM E.D 7—w LS') M O z (GALTIM-TIM GALLAGER T-6 SC1SS) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard :Lt Stubbed Wedge 2x4 DF -L Standard::Rt Stubbed Wedge 2x4 OF -L Standard: PLATES DESIGNED FOR�GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS TRUSS HAS BEEN DESIGNED IN ACCORDANCE WITH UBC 94, SECTION 1638.2 FOR UNBALANCED SNOW DRIFT CONSIDERATION. W4X6(R) pl THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC A BC @ 72.00` OC. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. (L) UBC SNOW LOAD REDUCTION TAKEN ON 72 PSF LIVE LOAD, RESULTING IN 64 PSF DESIGN LOAD. (SECTION 1605,4 UBC 94) z W5X8,_ w W5X8 (G2) 40 z s -o- 8-0-0 I' 16-0-0 Over 2 Supports R-1264 W-3.5" - R-1264 W-3.5" ate.. C— PLT TYP. Wave TPI -95 R Desi n Criteria: TPI(S' d� ARW LNG^ TRUSSES REQUIRE EITRINE CARE IN FABRICITI01, HANDLING. SHIPPING. INSTAL LING AAD ( BRACING. REFER TO NIB•91 (HANDLING INSTALLING ARD BRACING), PURI ISNED BY TPI RROSS (LATE [D INSTITUTE. $BS 0.OROFITO Oq „ SUITE Z00. NADISDI, WI SS719), FOR SAFETY PRACTICES PRIOR TO STRUC CT PERFORMING THESE ►UNCTIONS, UitEtS OTHERWISE INDICATED, TOP .CHORD SHALL HAVE PROPERLY ATTACOEO TUR—IMPORTANT— FURISH BOTTOM COPYOOF THISALL HAVE A DESIGNPTO THEY IISTALLAT1ONED 6ID CEILING. CONTRACTOR. ALPINE FH6I NI ENEO PRODUCTS, INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 ALPINE BUILD THE TRUSSES 11 CONFORMANCE WITH TPI; ON FABRICATING, HANDLIR6, SHIPPING. INSTALLING AND �. BRACIIO OF TRUSSES. THIS DESIGN CONIORMS WITH APPLICABLE PROVISIONS 01 WOS (NATIONAL DESIGN SP EC IfICATION PUBLISMEO BY THE AMERICAN FOREST ANOPAPER ASSOCIATION) AND TPI. ALPINE �j CONNECTORS ARE MADE OF ZOGA ASTH A613 6140 GALV. S1EEL. EXCEPT AS NOTED. APPLY CONNECTORS TO py LACS FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATEDON THIS DESIGN, POSITION CONNECTORS PER q DRAII365-160 A•I. THE SEAL ON TAPS DRAWING INDICATES ACCEPTANCE OF PAOFESSIONAL ENGINEERING AilpII10 Eat Pf dp RESPONSIBILITY SOLELY FOR THE TRUSS COMPOIENT DESIGN SHOWN. THE SUITABILITY ASO USE 0/ THIS .iAq�p{y►04 CA 9X818 COMPONEIT POR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSWP1 1•I99S SECTION Z. T 012 0-0-0 TTE COUNT . 1�-UILDING DEPARTMEW, ®VES --D - V yTC LL' (L)64.0 PSF TC DL 9.0 PSF Dec 11 '9 No. 8 6 BC DL 6.0 PSF BC LL 0:0 PSF t TOT.LD. 79.0 PSF c►VU- �P DUR.FAC. 1,15 OF SPACING 24.0" Scale -.375"/Ft. REF R427--47326 DATE 12/17/98 D RW CAUSA427 98351004 CA -ENG AEB/GWH SEON - 95600 FROM EX (GALTIM-TIM GALLAGER - T-7 CONN W -GE FILL 16 -OC LFT TO RT. TOP CHORD 2x4 DF -L #1 BOT CHORD 2X4 DF -L #1 WEBS 2x4 DF -L Standard :W1, N3 2x4 DF -L #1: :Lt Wedge 2x4 DF -L Standard::Rt Wedge 2x4 DF -L Standard: (NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT NO OUTLOOKERS AND DRYWALL (3 PSF) ON ONE FACE. REFER DETAILS CD122 & CD123 FOR GABLE REQUIREMENTS. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W5X4 a UC-, A A O Fx [a-. T rA 0 17z- a z W6X4( z w w v THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SURMIT-rcn RV Tti Ura ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SEE DWG GA898117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. N TAKEN ON 72 PSF LIVE LOAD. RESULTING ECTION 1605.4 UBC 94) ED IN ACCORDANCE WITH UBC 94, CED SNOW DRIFT CONSIDERATION W6X4(B2) ra z a 8-0-0 I 8-0-0 I I 16-0-0 Over 2 Supports R-1456 W-3.5' R-1456 W-3.5" Note: All Plates Are W1 -5X4 Except As Shown. PLT TVP. Nave TPI -95 R Oesi n Criteria: TPI S' ••YARNING•• 1AUSS[S REQUIRE EXTREME CARE IN FAORICATIOH. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO MIB -NX [HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI CCD- PLATE INSTITUTE. 609 O'OBOFAIO DR.. SUITE 200. MADISON. NI 54719). FOR SAFETY FAACTICESUSS PRIOR TO CT PERFORMING THESE FUNCTIONS. $BLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED p4 STRUCTURAL PANELS. BOTTOM CHDAD SMALL NAVE A PROPERLY ATTACHID RTG10 CEILING. .--. ••IMPORTANT`• FURNISH A COPT OF TO DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE INGIR[ERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; MY FAILURE TO LD A L PINE 01ACIN0MOFTTRUSSES. CONFORMANCE MET" ICONFOORMSYITNAAPPLICABLE HANDLINGHANDLING. SHIPOf PING.DS INSTALLING AND .--, SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ARD PAPER ASSOCIATION) AND TPI. ALPINE V CONNECTONS ARE NAD[ OF 20CA ASTM A413 G440 BALI. STEEL. EXCEPT AS $DIED. APPLY CONNECTORS TD C-:3 EACH FACE OF TRUSS. AND UNLESS OTNEANISI LOCATED ON THIS DESIGN. POSITION CONNECTORS PER A DRAWINGS 160 A.I. THE SIAL ON TNIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENCLNEERINS hH RESPONSIBILITY SOLELY F01 THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTISECTION I. HULLOING IS THE RESPONSMILITY OF THE BUILDING DESIGNER. PER AOSPOTPI )-ORFS SECTION 2. (ED -A OIL -12 +0-0-0 ei i_ M WILDING DEP Scale -.375•/Ft. REF R427-=47327 DATE 12/17/98 DR W CAUSR427 98351005 CA -ENG AEB/GWH SEAN - 95611 FROM E.0 - LTC LL (L) 64.0 PSF TC DL 9.0 PSF BC DL 6.0 PSF D191.A BC LL 0.0 PSF TOT.LD. 79.0 PSF DUR.FAC. 1.15 de SPACING 24.0• Scale -.375•/Ft. REF R427-=47327 DATE 12/17/98 DR W CAUSR427 98351005 CA -ENG AEB/GWH SEAN - 95611 FROM E.0 TIM -TIM GALLAGER - T-8 GIRD (I -PL TOP CHORD 2X4 DF -L #1 BOT CHORD 2x8 DF -L #1 WEBS 2x4 DF -L Standard :W3 2x4 DF -L #1: :Lt Wedge 2x8 DF -L J1::Rt Wedge 2x8 DF -L $1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.15 / PLATE OUR.FAC.-1.15) BC - From 633 PLF at 0.00 to 633.PLF at 12.50 (L) UBC SNOW LOAD REDUCTION TAKEN ON 72 PSF LIVE LOAD, RESULTING IN 64 PSF DESIGN LOAD. (SECTION 1605.4 UBC 94) RECOMMENDED CONNECTION FOR 16-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD ® 24. O.C.: SIMPSON THA29 CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG C-98, 10 PSF BC LIVE LOAD PER UBC. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONSI SUBMITTED BY TRUSS MFR ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC m 24.00. OC 8 8C 0 72.00. OC. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. THIS TRUSS HAS BEEN DESIGNED IN ACCORDANCE WITH UBC 94, SECTION 1638.2 FOR UNBALANCED SNOW DRIFT CONSIDERATION. TAILS HAVE BEEN CHECKED FOR 1.25X TOP CHORD LIVE LOAD. W6X6 (R) a W5X80 N3 _. 11 cn H v V O a W8X8 (0) Az. W5X4(C3) c9=3^, T w 0-12 z W3X14 W W8X8 (R) M z w W5X8o� N8X8(C3) a W5X4(C3) e 0-_L" 0-0-0 W3X14 M IL_ 6-3-0 1 6-3-0 1 WILDING DEPARTME ' a R-50 N=5.5• 12-6-0 Over' 2 SupportsMPPHL)V PLT TYP. Wave TPI -95 RR=4896 W-5.5• •-YARNING-- PI TRUSSES REQUIRE ENTIENE CARE IR FA81 CATIODesign NAYDL I,. SR PPI S. aINSTA-LILIING A DTD CA - 1 - - F Scale 375' Ft. 1 INACING, RFFEN TO 0I8•91 (HANDLING TE INSTALLING00.HAND BRACING), PUBLISHED BT TPI' (TRUSS PLATE t9wh TC LL (L)64.0 PSF REF R427--47328 � INSYITBTE, 507 D•090FR10 jNUN SUITE 200, MADISON, WE SDT19)O FOR SAFETY PRACTICES PRIOR TO O CT PERFORM[N6 TtlCSE fONCT[OYS. UNLESS OTHFAYI SE INDICATED, TOP CHORD SMALL BANE PROPERLY ATTACHED CT STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. TC DL 9.0 PSF DATE 12/17/96 r.. INPORTANT-- FURBISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Dec 17 '98 PRODUCTS, IVC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ART FAILURE TO BC DL 6, 0 PSF DRW CAUSR427 98351011 E— ALPINE P I N E BOILD THE TRUSSES IN CONFORMANCE WITH TPI: 01 FABRICATING. HANDLING, SHIPPING, INSTALLING AND NO C BGDS ^. SPACING 0I TRUSSES. PUBLI TBIf DESIGN CONFAMERICAN RMSFOR ST A APPLICABLE APROSSOC IT OF NDS (NATIONAL OESIG 02D02 8C LL' 0.0 PSF CA -ENG AEB/GWH CORRECTORS PUBLISHED OF BY THE AMEIICAM FOREST A10 PAPER ASSOCIATION) AND TPI. AI/INE �j CONNECTORS ANE MADE OF TOGA ASTM A653 61140 GAIN. STEEL. EVCEPT AS NOTED. APPLY CONNECTORS TOT.LD, 79.0 PSF SEON - 95652 C=3 EACH FACE 0P TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION CONNECTORS PE0. q D1AVIIGS 160 A -I. THE SEAL Of THIS DRAWING INDICATES ACCEPTANCE OF PRBFESSIONAL ENGINEERING 4P��SlaaedPTod2'"8% COMPONENTRESPONSIBILITY FDA ANISOLELY PARTICULARTill 891LOING�IS THETRESPONS181LITY 0/ TTHE HE SDESIGN SHOWN.OILOIYGIDEfIGNE1sEPEN i... �y� CIVIL- DUR.FAC. 1.15 FROM E.D CA 9SBIB ANSI/TPI 1.1995 SECTION 2. OFCALI SPACING 24.0° sm_ cli Lt7 v z (GALTIM-TIM GALLAGER - T-9 COMN) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :Lt Wedge 2x4 OF -L Standard::Rt Wedge 2x4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. THIS TRUSS.HAS BEEN DESIGNED IN ACCORDANCE WITH UBC 94, SECTION 1638.2 FOR UNBALANCED SNOW DRIFT CONSIDERATION. W4X4m cn , H V x 0-12 ts, A .Tsl a w NbX4(02) sa z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SIIRNTTTFn RV TDuce UCD ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00" OC 8 BC 0 72.00" OC, DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. (L) UBC SNOW LOAD REDUCTION TAKEN ON 72 PSF LIVE LOAD. RESULTING IN 64 PSF DESIGN LOAD. (SECTION 1605.4 UBC 94) TAILS HAVE BEEN CHECKED FOR 1,25x TOP CHORD LIVE LOAD. - z w14241 w 6-3-0 1 6-3-0 a F 12-6-0 Over 2 Supports R-1137 W-5.5' R-1131 N-5,5' r1. coc� , PLT TYP. Wave TPI -95 R Desi n Criteria: TPI S' d� ••NARNINf•• TRUSSES REQUIRE EITNEME CME 1N FABRICATION, 1 BRACING. REFER TO 01 0-91 (MANDLIN6 INSTALL196 AND BNACIN6). HANDLING.1B ISR ED BY TPI INSTALLING AND TE iN5T170TE, $87 D'ONOFRIO DR., SUITE 100, MADISON. NI 53719). FOR SAFETY PRACTICES PRIORTo07 PERF IN THESE FUNCTIONS. OIL[SS OTHERWISE INDICATED, TOP CHORD SNAIL HAVE RACTICESOPERLY PRIOR To CT STRUCTURAL PANELS, BOTTOM CNOgD SMALL HATE A PROPEALY ATTACREO RIGID CIILIM6. �-.. -IMPORTANT-* FURNISH A COPY OF 7815 DESIGN 70 THEIN STALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IAC. SMALL NOT 81 RESPONSIBLE FOR ANY DEVIATION FROM Ttlif DESIGN; ANY FAItOR[ TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 06 FABRICATING, HANDLING. SHIPPING, INSTALLING AND -.._, BRACING Of TRUSSES. THIN DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS MTIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAT 1011 AND TPI. ALPINE V CONNECT0111 All MADE OF 208A ASTM A65D SR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO pq EACH FACE Of TA USS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITIOR CONNECTORS PER AAlpiu DRAWINSS 160 A-1. THE SEAL ON THIS ORAYEMB INDICAT(A ACCEPTANCE Of PAOfESS1DUAL ENGINE BINS p,,,,,_�p,,,,�,,.,,_ COMPONENTIM AISPO IFDAYANYLPARTICULARELY FOR ISS BUILDING ISOTHETRESPONSIBILITY OF fill BUILDING (DESIAND UGNER, PER THIS � p AIS1/iP( 1-1905 SECTION Z. --r- 0-7-12 0-7-12 ,0-0-0 AJIT E ^f -,UNI BOLDING DEPAG�TME ` P '�pyy- TC LL (L) 64.0 PSF TC DL 9.0 PSF Dec W. '98 BC DL 6.0 PSF E 8 5 BC LL 0.0 PSF ,► TOT. LO. 79.0 PSF CMt- DUR.FAC. 1.15 ,� SPACING 24.0" Scale —.375"/Ft. REF R427--47329 DATE 12/17/98 OR W CAUSR427 98351006 CA -ENG AEB/GWH _ SEON - 95648 FROM E.D (GALTIM-TIM GALLAGER - T-10 GE/COMM GE FOR 1-3"80TH ENDS.) TOP CHORD 2X4 DF -L #1 BOT CHORD 2x4 DF -L $1 WEBS 20 DF -L Standard :Lt Wedge 2z4 DF -L Standard::Rt Wedge 2x4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (L) UBC SNOW LOAD REDUCTION TAKEN ON 72 PSF LIVE LOAD, RESULTING IN 64 PSF DESIGN LOAD. (SECTION 1605.4 UBC 94) 10 PSF BC LIVE LOAD PER UBC. A T C=) 0-712 Y3r A W a W-4^-YLDL) a W3J(4(K) m W3A4(K) IR W z z w W4X4m THIS DMG PREPARED FROM COMPUTER INPUT (LOADS 3 DINENSIONSI SUBMITTED MY TRIIC-Z 141710 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 8 BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. THIS TRUSS HAS BEEN DESIGNED IN ACCORDANCE WITH UBC 94, SECTION 1638.2 FOR UNBALANCED SI%W DRIFT CONSIDERATION. TAILS HAVE BEEN CHECKED FOR 1.25X TOP CHORD LIVE LOAD. W5X4(B2) E-- 6-3-0 > —r- 0 -7-12 T" 0 7-12 0-0-0 6-3-0 1 6-3-0 Q.� a E-- 12-6-0 Over 2 Supports I R-802 PLF W-1-6-8 R-802 PLF W-1-6-8 ; cc,. PLT TYP. Wave TPI -95 R Design Criteria: TPI STD d� —WARRING-- TRUSSES gE0UI0.E EXTREME CARE IA FAB4ICIII 101 NANpLIAG, SHIPPING. IN STAILIAG AND BRACING. REFER TO AIB'91 (HANDLING INSTALLING AMD BRACING), PUBLISHED BY TPI STALLS PLATE co NAC S83 O'OYOFAIO OA., SUITE 200, MADISON. WI $3119). FOR SAFETT PRACTICES PRIOR TO 07 PERFORMING THESE FUNCTIOIS. ONLESS OTHERWISE INDICATED• TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL —IMPORTANT—PANELS. BOTTOM ATTACHED FUAMISMA COPT OFHTHIS NDESIGN PTo THE YINSTALLATION GCONTRACTOR. AL►IAL EY6INEERFD PRODUCTS, INC. SMALL NOT BE RESPONSIBLE F04 AMY DEVIATION FROM THIS DESIGN: AN fA[LURE TO C--: ALPINE BUILD TA[ 740SfE5 IN CONFORMANCE WITH TPI; OR FABRICATING. MAADLIIG, SHIPPING. IRSTALLING AND �. BRACING OF TRUSSES. THIS DESIGN CONFORMS WITO APPLICABLE PROM Jf101S OF. 40S (tlAilO4Al DESIGN SPECIFICATION PMADESHED BY TML AMERICAN FOREST AND PAPER ASSOCIATION) AND TPJ. ALPINE �j CONWECTOAS ARE MARL OI 20SA ASTM A653 GR40 iALV. STEEL, ECCEPT AS NOT[0. APPIT CONNECTORS TO W EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OR TM(S DESIGN. POf I110W COA4ECiOOA ECT PER ''11,,,, CE 160 A•2. THE SEAL OA THIS DRAWING INDICATES ACCEPTANCE OF f1OFESS10NAl ENGINEERING A`�.R.>>!C F.Agilleeted p 4ESPONSIBII I TV SOLELY FOR' THE TRUSS COMPONENT DESIGN SHOWN. THE ORAL AND USE N SaaameDm,C q 95828 MOMENT FON ANI PARTICULAR BUILDING IS Till RESPOASIBILTTY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.7995 SECTION 2. - VD CA - 1 - F Scale —.375"/Ft. TC LL (L) 64.0PSF REF R427--47330 Dec 17 '98 TC DL 9.0 PSF DATE . 12/17/98 Wo. c o s BC OL 6.0 PSF DRW CAUSR427 98351007 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 79.0 PSF SEON - 95660 CIV& ,� DUR.FAC- 1.15 FROM E.D SPACING 24.0" 12 -� 4 or greater tv DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir L1y O All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. BOTTOM: CHORD PLANE 0 Q WARNING: Failure to follow these recommendations could result in ssQ severe nprnnal iniumuss ry nr daane to trsenr huildinns_ Cross bracing repeated at each end of the building and at 20' Intervals. t; Top chords that are laterally braced can buckle togetherand cause collapse Ifthere Is nodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 12 1 4 or greater =45° DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. net bracing. Diagonal bracing should be nailed 10' or Greater to the underside of the top chord when purlins are attached to the topside o1 the top chord. Attachment Required o<�es9 32 / AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. Over 28'- 42' 1 3.0 1 6' 1 9 1 6 Over 42' - 60' 1 3.0 1 5' 1 S 1 3 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 —� trusses. 10' or Greater Attachment Required - ?e. ores$ / =45° Frame 3 aoO� @tio Top chordathat are laterally braced ran buckle yh QQ� togetherandcausecollapseifthereisnodiago- net bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside o1 the top chord. 0 Truss spans less than 30'. Spreader Bar Toe In T00 ,11 Spreader Bar Toe In ° WARNING: Do. not lift s:,igletrusseawith s ns greater than 3:' by th= peak. e A. A*iN `i o 4TION _ : f / _ Lifting devices should be connected to the truss top chord with a closed -loop - attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the. building designer's framing plan and held with Approx.imEtely the lifting device until the ends of the %to Y311rl.ssnenath truss are securely fastened and tempo - \,I rary bracing is installed. Less than or equ31 to 60' Tag _ine Apprcxinately '/z to 7/3 truss length Less than or eq jai to 60' In Slrongback, Ep.-eaderBkw WARNING: Do not attach cables, chains, or hooks to the web members. Stron£`Wac'k/ A 60' At or ab>je INSTAL or less, w Tag Approximately Approximat6ly ; Tag Line '/z truss length '/z truss lenGt'i Line 0 Truss spans less than 30'. Spreader Bar Toe In T00 ,11 Spreader Bar Toe In ° WARNING: Do. not lift s:,igletrusseawith s ns greater than 3:' by th= peak. e A. A*iN `i o 4TION _ : f / _ Lifting devices should be connected to the truss top chord with a closed -loop - attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the. building designer's framing plan and held with Approx.imEtely the lifting device until the ends of the %to Y311rl.ssnenath truss are securely fastened and tempo - \,I rary bracing is installed. Less than or equ31 to 60' Tag _ine Apprcxinately '/z to 7/3 truss length Less than or eq jai to 60' In Slrongback, Ep.-eaderBkw Tag '209 Line 1.1116 3reater -h as 3C 7/3 to Y, trues Lng:h Greater tha.r. 60' CAUTION: Temporary rb-aciig shown in this summary sheet is adequate for the instailaillon of Atrusses wish similar cord! jurations. Consult a registered pro=essiona' Agiraer if a cifferent bracing arrangement is d.mired. The engineer may design bracing 11 a-ccoidance v-'ifh TP 's Recommended Design Specification for Temporary Bracing of Metai Prate ::bnnecfed Wood' Trusses, D -3E-89, and er some cases determine that a wider spacing is possib' - GROUND BRACING BUILDIhE INTERIOR lateral brace Ground brace "° I diagonals (GBG; -I Ground brace verticaD(GBV)- -" $ \;\q V T Ground _ di nal, (GBp) Note: 21dr system shall have _ ad ate craeiy to support ground , raceb = Backup v �% dlloer ground slake ' > given t°t floor around stiles AZAUTION: Ground bracing required fo• all installa° ons. Frame 2 Gro J 1,£ - bracet i at'teuee of brace, - lateer�81-� / group diruseea f jEi brace (EB) Typi-allharizonl!3l tie ne rAw. with multp4: eLkes'.HT) v Tag Line Stron£`Wac'k/ Sprea•!L-rear At or ab>je mid -height Tag '209 Line 1.1116 3reater -h as 3C 7/3 to Y, trues Lng:h Greater tha.r. 60' CAUTION: Temporary rb-aciig shown in this summary sheet is adequate for the instailaillon of Atrusses wish similar cord! jurations. Consult a registered pro=essiona' Agiraer if a cifferent bracing arrangement is d.mired. The engineer may design bracing 11 a-ccoidance v-'ifh TP 's Recommended Design Specification for Temporary Bracing of Metai Prate ::bnnecfed Wood' Trusses, D -3E-89, and er some cases determine that a wider spacing is possib' - GROUND BRACING BUILDIhE INTERIOR lateral brace Ground brace "° I diagonals (GBG; -I Ground brace verticaD(GBV)- -" $ \;\q V T Ground _ di nal, (GBp) Note: 21dr system shall have _ ad ate craeiy to support ground , raceb = Backup v �% dlloer ground slake ' > given t°t floor around stiles AZAUTION: Ground bracing required fo• all installa° ons. Frame 2 Gro J 1,£ - bracet i at'teuee of brace, - lateer�81-� / group diruseea f jEi brace (EB) Typi-allharizonl!3l tie ne rAw. with multp4: eLkes'.HT) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir e e �0 diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals ard'essgntial fo stability and must be duplicate both ends of the truss system. AWARNING: Failure to follow these recommendations couldresultin severe personal injury or damage to trusses or buildings. Top chorda that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purlins are attached to the topside of the top chord. All lateral / braces lapped at least two trusses. End diagonals are essgnnttiai for stability and must be duplibat don both ends of the truss system: Is D: russes =450 Frame 5 30" or greater Continuous Top Chord —\ Lateral Brace Required 10" or Greater Attachment Required �— 3t/2a Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP'CHwliwORDlip! DIAGONALBRApi iiii] CE ' MINIMUM'. Lj77ATERAL BRACE 11!t SPACING:(DBS)Mi SPAN DEPTH SPACING(LBs) #trusses S'P/OF Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 1 6' 6 4 Over 48'- 60' 48" 1 5'1 4 1 2 Over 60' I See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir e e �0 diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals ard'essgntial fo stability and must be duplicate both ends of the truss system. AWARNING: Failure to follow these recommendations couldresultin severe personal injury or damage to trusses or buildings. Top chorda that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purlins are attached to the topside of the top chord. All lateral / braces lapped at least two trusses. End diagonals are essgnnttiai for stability and must be duplibat don both ends of the truss system: Is D: russes =450 Frame 5 30" or greater Continuous Top Chord —\ Lateral Brace Required 10" or Greater Attachment Required �— 3t/2a Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce-Pine-Fi Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB I I I Truss Depth D(in) I R =45° Y 12 -�l3or e greater , /( 4911 lateral braces lapped at least 2 IrL saes. Continuous Tc?p Chord Lateral Brace Required 10° or Greats a i Attachment Required —Y AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A HN On 200" ...........................,................................................................ .............................................................................. ..................................................... ... .......... .... .... ...... .... TOP HORD .................. .. .. 1 ' 24" TOP CHORD DI&G0N-A BR ACE 36" MINIMUM .. LATERAL BRACE SPACING (ABS) SPAN PITCH SPACING(LBS) [# trusses] 1-1/4" 5' ................. SP'fDF .SPF HF . Up to 24' 3/12 8' 17 1 2 Over 24' - 42' 1 3/12 7' 10 16 Over 42' - 54' 3/12 6' 6 1 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce-Pine-Fi Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB I I I Truss Depth D(in) I R =45° Y 12 -�l3or e greater , /( 4911 lateral braces lapped at least 2 IrL saes. Continuous Tc?p Chord Lateral Brace Required 10° or Greats a i Attachment Required —Y AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A HN On 200" 12" 1/4" 1 ' 24" 1 2" 2• 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1 2" 6' 84" 1 -3 4" 7, 96" 2" 8' 108" 2" 9' I Lesser of Ir D/50 or 2"- 1/4 Maximum Plumb M Misplacement Line 6':)W L(in) T 777777= ±+ L(In) L7200 L;(ft) 50"1 4" 4.2' 100" 1 2" 8.3' 150" OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TCLUANCES. DANGER: Under no cir:m.mstances stihuld .'• `' 'd WARNING: Do not cut trusses. A construction loadsofany ceEcriptionbeplaced f .. on unbraced trusses. Frame 6 Lesser of L/200 or 2" 8 L(in) a r+00 L(ft) 200" 1 °' 16.7'. 250" a/4" 14/4" 20.8.': 300" 11.-! /2" 25.0' This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° P'is the responsibility of the installer (builder, building contractorr, licensed contractor, erector orerection contractor) toProperty receive, unload, store, handle, install and trace metal plate connected wood trusses to protect life and property. The installer roust exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing a -id bracing wood trusses for a particular roof or floor. These recommendations are used upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing wil most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Fsevere personal iniury or damage to structures. W�:__IRNEWQ TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or nstaller. Thus, the Truss Plate Instate, Inc. expressly disclaims any responsibility for damages arising from the use, zpplication or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate InAitu-•e, Inc. All rights reserved. This document or any part thereof must not be rep-oduced in any form without written permission cf the publisher. Printed in the United States of America. CAUTION: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance -rvilh design drawings prior to instaliation. JRUSS STORAGE - CAUTION: Trusses should not be unloaded on rough terrain or LM - even surfaceswhich could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. JAWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. JACAUT1014: Trusses stored vertically should be braced to prevent toppling or tipping. JADANGER: Do not store bundles upright unless properlybraced.Donot break bands until bundles are placed in a stable horizontal position. JADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 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 U 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, pleaseContac .this office immediately. 0) 2-0—t ti O - Date l ,2 Inspector REV 10/92 yrL�/f Ars TV REST®ENTIA _ 056-070-061 ^PERMIT#98-2905 GALLAGHER, Tim. 10624 Cohasset Rd., Cohasset PERMIT NO. Add & Remodel/SF. PERMIT EXPIRES ' OWNER CONTR. 0 ASSESSOR PARCEL LOCATION .f t OFFICE COPY �{ Address�� u� GAS Meter Date ?: ELECTRIC 1 Meter By Date i �---- -- - --- — - - HECRED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole ,.Called PG&E Temp. Elec. Service .p Called PG&E Temp. Gas Sen 1; Called PGA v JOB FINALED g ' Signature a y�� 10/28/99 20:47 FAX 530 891 8560 LOERKE INSULATION CO., INC:-�,J LOERKE INSUL. CO lin O1 INSULATION CERTIFICATE 10624 Cohassett Rd,. Chico '—Number' 'and Street. ----._- ------ ounty -- _ ..... Subdivision .DESCRIPTION OF INSTALLATION 1. ROOF Material --- Thickness (inches) .__Lot Number Brand Name _ __ -._ Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type-Eib�ass-Batts. -__. Brand Name Johns Manville _ Thickness (inches) 13 _— _ Thermal Resistance (R -Value) R38 r - } Loose Fill Type Fiberglass _ Brand Name Johns Manville Contractorfs min. installed weightfft sq.__ —Jb. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5"/6.5"-- 4. RAISED FLOOR Material Fib erglass_5atts_ ..... ... . Thickness (inches). 6.5" -_ 5. SLAB FLOOR / PERIMETER Material Thickness.-•-------....... __...... ... Perimeter Insulation Depth (inchea)_ 6. FOUNDATION WALL Material --- Thickness (inches__.___._.._. ._... Brand Name .—Johns Manville Thermal Resistance (R -Value) R13/R19—,.— Brand 9— Brand Name Johna_M.anyil.le_. Thermal Resistance (R -Value) .—R_1g Brand Name ._. - ' Thermal Resistance (R -Value),-.,.. Brand Name — . Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential-buildin s (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 Item -- igneture, Date oCT 2 8 1999 Items -Signature, Date— -- Item #s Signature, Date LOERKE INSULATION CO., INC. nsta fmg`Subcontractor (Go. Name)r General Contractor (Co. Name) Or Owner —Tnst�Tmg u con ractor o- ame r General Contractor (Co.Name) Or Owner Iristallin Subcontractor o- ame Or General Contractor (Co: ame) Or Owner ?+l' ��n�'�'�r1.�"�.+��'fi4*O•�``r4fg6,1Mir'•�:a'o:'.`"_�-•r�.:x�,:o+r�`=r�:�rr;P�rgY,� ��" COUNTY OF BUTTE :BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES t•. 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER ';_ '� PERMIT NO. r' A routine inspection indicates that the following violations of butte county Ordinances exist at the F F` - above address and should be corrected. Please notice this office when correction of -work is corrjpleted. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. G / ^j 4/19 /,1*c<, /.Jjan 4 . _ Date / - /L (+ / .� _ Inspector REV 10/92 Ai. t�. V - OK. O - Not OK - NotRel� �° * MOBILE HOMES Date MOBILE HOME UTILITIES (Plana) OK except #'s Card B-1 Date Card B-1 1. Zoning Regriremertts - Setbadca - Easements Card B-1 Date Card B-1 2. Sods Special MH Support Sketch `- MOBILE HOME INSTALLATION (Plans) OK except #'s 3: Sewer LoeatiaorrTed-F"jo-Concrete I. Zoning Requirements- Setbacks Easements 4. Water LocaborlmsEaserrwd Needed (Sketch) 2. Footings; S>aS�arriage Line r S. Electricity; LoeatfonCberanoes•Gmd-/ /Amp.Canmle 3. Gas; MH + 6. Gas; LocatiorrTesEWrap; / 1n r / /Nat or/ /1 -'It/ /LPG 4. Electricity; MH kers-Clearances 7. Well Clearance 3 Dise«vnect S. Drain; MH li s4Falfkx Corrector 8. Utility Clearance Dam Card B-1 Date Card B-1 Dam Card B-1 Date Card B-1 7, ( Date Card B-1 Date Card B-1 Dam Card B-1 Date Card B-1 Dam_ MOBILE HOME INSTALLATION (Plans) OK except #'s I. Zoning Requirements- Setbacks Easements 2. Footings; S>aS�arriage Line r 3. Gas; MH + 4. Electricity; MH kers-Clearances e N.. S. Drain; MH li s4Falfkx Corrector 6. Water, MH Test-RegtAaWWomector _ 7. Water and Sewer Connected -C/0 to Grade -HD Approval S. Gas and Electricity Tagged 9. Tie DowrwNpe4rtslalation Cert 10. Exits; Insp.Skelch 11. Cert of Occupancy Dam 12. Permaner4 Fourtdatlon Only: License Decaf .l Dam Card B-1 Dam Card B-1 Dam Card B-1 Date Card B-1 Dam Care! B-1 Date Card B-1 Dam Card B-1 Date Card B-1 Dam Card B-1 Date Card B-1 7, 'MISCELLANEOUS �. Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'a 1. boning RequircmentsSetbacks-Eaftments , - •A 2. Footings: SadsSiae-DepMpadng-Cornecoora to 3. Decks; Girders and or Joista-Dedvng-9racing•Stairsflails 4. Wood Awn.; Posts-Beams-RftmComectors Shthg.-Rfg.-Bracing S. Alum. Awn.: Columns•Connections•SpGxDemW-rc osures , 6. Carports: Wwxk ws-Doors O r e N.. 7. Electric •: `8. Fnng.; Sns-AnchorsStuds-Ritrs-Trusses 9. Siding; NoRinga/eneerStucco-Mesh - 10. Root•, Shthg•Roofvg 11. Ext: SWp&DoomLendngf 12. Braced Wall Panels v Dam Card B-1 Dam Card B-1 Dam Card B-1 Dam Card B-1 Date POOLS (Plans) OK except #'a 1. Setbacks -Easements 2 Soils: Compaction -Structure SWft I Pod Structure; StedCor-done`Thickemss Dead Ment 4. Elm; Receptacles and LVift. Distance -GR S. Elec.; Pod Lighting; 15 iRo b4M . , - - -` 6. Elec.; Ertdosrses; Conduit EnbimTe�a ted . 7. Elft--: Bond4g; Metal w/SCia &V Equip.44eater & Elec.; Gmw%& g; Equip. wW Clroilatirg Equip.4'od Lgh4 neboerdatns. to Main in Conduit 9. Health Departrnertt Approval 10. Plumb.: Cs TesPftter Supply Test 11. Light Niche Dam Card B-1 Date Card B-1 Dam Card B-1 Date Card B-1 7, o OK o,� RESIDENTIAL e I t Applicable • Not Ready Dace UNDERFLOOR (Plans) OK except ft mHold i-Setbacks-Easments-Fbod.Slope ils-Elec. Gmd. / /' Ftg. Depth SalsSteeF-Elec. Gmd/ /' Fig. Depth & Decks; Soils-bteel-/ /' Ftg. Depth ain; Steel-Blockouts-Wrapped arage; Stee1-Bkxkouts-Wrapped nd Special Anchors (Single & Duplex) Date Card B-1 Date Card B-1 Date Card B-1 Dab Card B-1 Date PLUMBING (P T9 OK roxep[ #V ater P-rpe; Pte► .W.V.- Test F . &ArchmNai Protection 3 _ S arc, Test FiotwTub Access 21. Test Tub & Showet SCwnd FboFTub Access — 22. Gas Pipe; S'rxe & Andiam (4 Card B- Date Card B-1 Date Card B-1 Dale Card B-1 Date CTRICAL OK except #'s 2!r pcture & Transformer Clearance—hits. Protection Elee. Receptacles Spacirv-fights & Sutches at Doors Bwres & No. of Conduclors Stapled 26<omex talled Close lo Edge of Studs & CL 27. 4quip. Ground made up w)Mech FastrmersBond Gas & Water 2 Appliance Cucuta in Krlathen & Cardu= Size GR 29. subfeed Wire Size/!q /ga. Cu XfA.C. Wire Size/ 1ga Cu or AI 30. Range Circ. / / ger Cu or AFUen Circ. / / ga Cu orAI Insulated Neutral [) Yes U No 31. Service -Riser Cot>dtrCtors & Grow"ain D-Isconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. V,15tithes Closet Light -.Shower tight -Spa Light e Detector Date Card B-1 U Date Card B-1 Date CoB-1 Date Card B-1 Date ECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support Ve a ust above insulation Condensate Drain Overflow, Size & Grade nce-V Access -Comb. Air -Return Air Vent 11S outlet 39. Attic Accesstfonn Fumace in Attic Date 4 Card B-1 III Date Card B-1 Date Card B-1 r Date Cana B-1 Date ING (Plans) OK except #s roper Materials & Anchors 41. V,,i�hI ttuds-Nailing Spacing & Braces -Plates -Sound 427 BpfKg Walls over Girders & Floor Nailing 43eo'04 Stop in Walls (rat prool) u ops, Furred Ceilings -Stairs -Chasers -Tubs -p5 eaders & Beams -Size & Bearing Data_.FRAMING (Continued) ngers-Post Caps-AnchorsConnecters Cling. Joist-Rttt Ties-Purfin-roll Brac: T hu . htg. 48. Frepta Ties or Ty ue-Fireplace Throat clearance Access; Size & Romex Protection- aft Stop -Ins. Baffles Wind or Exiting, sSitl Hgt& QWmn ' s - 51. GitagdTire Protection Framing 52. Property Line Firewall & Openings 53. EA Doors -One 3Check Garage 3rd Story, 2 Exits 64. Stairs; Width-Headroom-Rise-Run-Undkg-Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh-Odp Screed -Fd. Vents-Underflr. Access 58. Glaring Area -Glass tection-Skyrights-Plastic 59. Shear Walls: Nai g -Bolts 2.6 60. B ce Interior / Exterior Wall Panels Insula tion-Yda lls-Gerling s 62. In@tration-WallsWindows Date Card B -Ito Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except iii W. t Steps -Door & Sidelight Protection -landings W. Smoke Detector -66.-Fumace; Vents -Clearance -Comb. Air-Conector- In Garage; Above Floor -Ducts -Meeh. Protection 66!6edroom Exiting QM F & Bath Fatures & Tub Access -Spa 68-Elec. Trim & Subpanel, Breaker Sizes & Labels -e9--Mirs & Rails ueplace or Stove. Clearance -Hearth v*t.-TIEc. Outlets at Wood Panel, Int & Ext ,72-Ai6Foct & Appliance: Ground. -Air Gap -Cooking Clearance 2L_EIgc Outlets & Recepticales at Kit Counter ge Fire Door Swing -Landing -Closure 7$e -IC. Duct in Garage -Damper 25, Vtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 7775 Plh ec R Mech. Equip. Listed for Location Elec Receptacles in Garage (G.F.Q-Romex Protection 1peln'sulation-Foam-Looked in Attic 8r> Guard rails & Deck Construction -Post Caps g]!Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes -&I.-Folbwing Instld./Drive Q Yes Q No/Walks a Yes a No/Planters a Yes a No Stucco Brown -Finish 8".C. Unit Disconnect, Electrical -Plumbing "ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings We -Water Weil, Disconnect, Electrical, Plumbing $;--Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throught House W*tlass Protection W."Corrections from Previous Inspections 9yPas Test -Meters Tagged, Gas -Electric 92 -Water & Sewer Connected -C/O to Grade -HD Approval �IEhergy Compliance Certificate -Other Certificates Date ) o % Card B 1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: _ -ter _ t..-��..-i.�.�+=�•�"y� M+.`. �-'Y.4.`r'�ii�'y-Z+rr.�''t� ::'.�.`....k... _._..r-�tw.. .-.- �i COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELn.PMENT SERVICES 411 Main Street • Chico, 60 • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 ;¢ CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the ; above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. „! Date ! �"! Inspecto , REV 10/92 a Z$ 't .L �V t! �3 Date ! �"! Inspecto , REV 10/92 :_+:'''ekr"�lPs»'g-•�,+;.c'ir�.,..:.,.r.t'';.�.-F'-+�' "� •ta:��i:-,.,.,.��ix-.'.=,t✓-+-._at,'t�':��:; �-r'�C COUNTY OF BUTTE + ' BUILDING DIVISION . DEPARTMENT OF DEVF-Lgj�_�,ENT SERVICES 411 Main Street - Chico, CA -(530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 - CORRECTION NOTICE 4, ,n OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any qestions pertaining to this matter, or need additional explanation, please contact this office imm diately. / •t ` ;AC — /r'J A X el,JS,oc I T/a J Fes_ e c la -R< e,01 .k Date 4Z 5 1 155 Inspector ,4441 REV 10/92 INTER -DEPARTMENTAL MEMORANDUM ��/ TO: BUILDING DIVISION, OROVILLE FROM: �, c �r�, ��% - ENVIR. HEALTH, CHICO DATE- 9 - Zo-- 6 RELEASE ENVIRONMENTAL HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC I f'�12 SEPTIC WELL Ap# � Q7Q'O ADDRESS/LOCATION: /�,l C01k:55. % COMMENTS: C®vNfY Land/gl/septic/releasehold SEP I' 2 2005 DEVEIAPMENT SERVICES NOTES RESIDENTIAL PERMIT NO. ( 056-070-061 04-1186 �{ GALLEGHER, TIM I 10624 COHASSET ROAD, OHW/117 1 Cont: MCGRATH CONSTR ADDITION/REMQDEL a I f: SPECIAL CONDITIONS .^' CHECKED T BY ZRA `. FLOOD CERTIFICATE 'REO. 'FIRE SPRINKLERS REQ. t SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS = SUB -STANDARD HOUSING LETTER r y • 1 JO.B FINALED (Date) ' I ` Signature U � t COUNTY OF BUTTE BUILDING DIVISION s DEPARTMENT OF DEVELOPMENT SERVICES ` 7,County Center Drive • Orovillle. CA • (530) 538-7541 :�- kf YI 1 CORRECTION NOTICE' OWNER ✓ PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work ' completed. If you have any questions pertaining to this matter, or need additional exp nation, please contact the Building Inspector as indicated below. csk Ix or 4w, (L -y4A jy. GJ Y �. o C.IC, ice: t �. Date t% REV 4/05 Inspector Phone # ��C�1 ✓� FOR RE -INSPECTION CALL: 538-7636 OR 89,1-2834; 'COUNTY OF BUTTE BUILDING DIVISION' DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541. CORRECTION NOTICE rY 61�1 OWNER _ PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of . ?. work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. 7(E- 7///�/• = ✓,r!/yl/� '1 C�Llw �, •c V//. O !v/ ZzV L CZ -7-1 it ii/ V L- 1 71 L z .v Aoll/ �. %/�U /i%� L L L✓� -G12 nim7E 74 122/.i; 1 < Lry7A - a e 7 ` �U" l/� spector REV 4/05 /�� Ppone # w - ,•* t V -IN EC I N CALL: 538-7636 OR 891 834 COUNTY OF BUTTE r BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES r- 7 County Center Drive • Oroville, CA • (530) 538-7541 - CORRECTION NOTICE OWNER PERMIT NO. ' A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Ins" ctor as indicated below. S 6Z2 r t. h LA Date Inspector REV 4/05 Phone # 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 Y, OWNER PERMIT NO. A. routine inspection indicates that the, following violations of Butte County Ordinances e)dst at the above address and should be corrected. Please '6611.,for re -inspection when correction of wofk is completed. If you have, any questions pertaining. to this matter, or need additional on, I contact the Buil in Inspector as illid below. e)blanab eC�con c C :i A-� T uj ;x rj Date REV 2%05 .`Pho ne-# 5, f COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA . (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed.. -If you have,any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. W. Date - l` Inspector REV 2/05 Phone # 09 08./?005 TV 11:35 1=.41 530 894 2475 CHICO INSULMOv x '. rihnny/nny INSULATION CERTIFICATE Job Number: 5762 mcgratb comstruction t'Qet�t��c+ne/ vnPr Name Butte 11k'i•24 Cobx.$set Tet:i,oha pA CA uvb Address (street, city, state) County Subdivision Name Lot Number DESCRIPTION Or 1NSTA;LI.A 'ION t. HOOF Material: Brand Name: Thickness (inches): _ _ _ Thermal itesfstame (R -Value): 2. f i ING Batt or Blanket Type: - ' - FYbcrglass ..: !;rand Name: ]{na,if Thickness (mches): '.. :. :s0 ..'.• -- Thermal Resistance-VahQe :..:: Resistance (R ) :. Loose Fill Type;:. Brand Name:.' :.... .. :. 1Wn;uturn Installed WeightNt .: ►b Minim" Thicknee9: :. inches N[490facturer's installed weigbt per square foot to achieve Thermal Resistance (R -Value): 3. 1-R1 _R I.I. rmank : A. Cavity Inealation Material: )6"ibe as9 T (sickness (inches):.'.6' 1/d' &.3 lf2 Brand Name:.. - ECnenf; Thermal Resistance (R -Value): 19 &:13 . S. lEmkior roast Sheathing Brand Name: • ::: Tbieme'" (inches):: . •• '.. .. Thermal Resistance (R -Value): .:.: 4• RAISED FLQj)R Mater6al: ... . Thickness (taches): Perimeber, Insulation Depth laelaea:.::... 6. 'I•I 101 WALL Brand Name: ICn&uf Thermal Resistance (R -Value): Brand Name: Thermal Resistance (R-Vahew): Brand Name: 713c'u of W_-j1t&1TC.0 fIt• V;errtc)r . T tet t=by cerZii°y that the above insulation was in,ed in the building at t4,: o.hoYe leca.°isu in w°lt'id the currWt ,24e✓�' L_,Vu.*ne0 Stand" for residential buildings (Title 24, Part 6, California Ced4 of as :ntticatad an the Ccrtit;eaBs of C' u vliau&s 4 who aIVLIeaible. 14411 i ,.y` : ► Chico'' Wation & F' Its�;r *detbobrr' Sf+ a;e � uk' I •�]' iinsWilag'Subeontractor (Ca, Name) or. . ` General Contractor (Co. Name) or Owner J.'rge N►�entier's S_Imature and Date Installing Subcontractor (Co. Name) or \ ' General Contractor (Co. Nance) or Owner areae dos1 n9 ARCIIITCCTUPm AND PLANNIRO Timothy Cir*te - AtehVt*et - 0-24094 g,"O EKPLANAbB 1112 C111CO, CA. 95973 ph (530) 345-6676 fdx 1530) 89&0586 wcvw . ctetedenigtt . cont . e x p e t i e n c e y o n c n ,n l d 2ID 15 BUILDERS 1 :7.!: n PAGE 01 -, Certificate o Certificate 0 54.,0..7 9 THIS IS TO CERTIFY that the glued laminated timber products identified with'a collective mark of EnOnemid Wood Systems (EWS) were manufooturad in aceardance wits) 11,1a dippi1c;dble standards and associated specifications indic4ted.belw ANSI Standard A190.1-1992; ForWqo0 Products — Structural Glued Laminated Timber NER-486. Glued Laminated Timb4r,Combin,ationsAnd "GAP" Computer Prograryi For Determining Peqlgn - Stresses 'RITC 117-93:- Manufacturing — Standard Specifications For or Structural Glued Laminated TirdberCif-Softwoo"d Species IT IS HERESY CERTIFIED that the A. EWS trademarkedstruciural-61u6d -tirii6er members were pro*diucied, in manufacturing facilitysubject subje�t Tto rogular a6lits in."accordance'with the Engineered syrfe.riT.0 (FW.F.) Ouality. A s'.ii i i i,,. "ri'c?Wi.ie -audits iriClUda pectio n r f then manufacturing.process and-evaluatio pf'.th6�-in-plant,�QA'-prb�gram'with ade.'qpqte'� n amp ing to verify conf6rmance'to Industry standards for tmber.gracle and g1belin 'nd quality. e bond / y 0 k dlq I �� ?,amu: e� Thomas G. Williamson Executive. 'Ace Prg,,sident VNGINEEIRED WOOD SYSTEMS Is'. rMatea corporation of APA � THE ENGINEERED WOOD ASSOCIATION 7011 South 19111 Street - P.0, Box 1170,0 - T4;dfiA, WA M0411.0700 TdIephona: (253) 563.5500 Fax NUmIPW: (253) 966-7265 J=OK 0 = Not OK . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Card B-1 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete Zoning Requirements -Setbacks -Easements 4. Water; Location -fest -Easement Needed (Sketch) 2. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect Gas; MH Test -Demand -Valve 8. Utility Clearance 5. Electricity; MH Test 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 6. Water; MH Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 12. 1. Zoning Requirements -Setbacks -Easements Exits 2. Footings; Size -Spacing -Marriage Line 10. 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/0 to Grade -HD Approval ; Date 8. Gas and Electricity Tagged Card B-1 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date 1. Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. 1. Zoning Requirements -Setbacks -Easements Electric 8. 2. Footings; Size -Spacing -Marriage Line Siding; Nailing -Veneer -Stucco -Mesh 10. 3. Blocking Ext.; Steps -Doors -Landings 12. 4. Gas; MH Test -Demand -Valve 7. 5. Electricity; MH Test 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 6. Water; MH Test Health Department Approval 7. Water and Sewer Connected 11. 8. Gas and Electricity Tagged 12. Enclosure; Fencing -Alarms 9. Exits Date 10. License Decals Date 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-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- Panel boards- 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 x J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDE F OOR (Plans) OK except #'s t2 ,Z, ing-Setbacks- Easements- Flood -Slope tg., Main; Soils-Elec. Grnd.-/ " Ftg. De{ 4--Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P, -0-F ., Porches & Decks; Soils -Steel-/ /" F1 te'Sternwalls, Main; Steel- Bloc kouts-Wrapped -6-5Wmwalls, Garage; Steel- Blockouts-Wra ed Hold Downs and Special Anchors ' 7. Sl4b, Steel -Wrapped &/Piers -Fireplace Ftg.-Steel - D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 43, P enums & Ducts; Cle ce Material -Support -Ins. 1 .Girders -Sill c or" BBJoists-Vents-Crippies 15. Access & Ventilation 1 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBI G (Permit) OK except #'s 17. Vjdter Htr.; Vent -Access -Combustion Air Baffle 52. r Pipe; Test & Anchor -Nail Protection 1 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 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 '1 -15 -(Ts "5o Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. 5' u -re & Transformer Clearance -Ins. Protection . Elec. Beceptacles Spacing -Lights & Switches at Doors Si Boxes & No. of Conductors Stapled ex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 11 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. E u' Clearances Panels-Motors-Mech. Equip. Jeff es Closet Light -Shower Light -Spa Light . Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC NICAL (Permit) OK except #'s A. . Ducts Insulation & Support ent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. F ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMI G (Permit) OK except #'s ills Proper Materials & Anchors IIs Studs -Nailing Spacing & Braces-Plates-Sodnd aring Walls over Girders & Floor Nailing D.4 Stop in Walls (rat proof) F' a Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers &,Beams -Size & Be ring Date g8!Cli . Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. trepl -e Ties or Type A Flue -Fireplace Throat Clearance Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5 tairs; 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 5 '1 -15 -(Ts "5o ing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 1. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wall - indows Dat Card B- - Date Card B-1 Date .�,Card B - T. /WDate Card B-1 Date MNAansjbll( exce #'s Ext. Steps -Door & SideRot Protectio andings 65-1Tm-oke Detector 66. Protection 68,.A.Fl. & Bath fixtu6eS Uub Access -Spa 70. StppK& Rae 71. n;i earth 72. c. Outlets at Wood Defiel, Int. & Ext. 73. - 2king Clearance 74. c. u e s eceptacles at Kit. Counter 75. G 76. 77. nector-P.R.V. i^^ 78. P on 79. Ele ection su tion -Foam -Looked in Attic ua ails & Deck Construction -Post Caps 8 dn. VBents & Crawl Hole Door Drainage & Wood -Earth _ CleacarrEe Looked under Floor O Yes 8 ollow' fi§tld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 8 ucco Brown -Finish 85. ng Vents Above Roof, Plbg-Ap nce-Fireplace-Clearance to Openings 8 mbing 88. A. ecep ac e- erground 89 ilatio Throughout House 9 ass Pr2jRcbon 91. rections from Previous Inspections 92v Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 9 . nergy C pliance Certificate -Other Certificates ress Posted 96. er Date -Y"6-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: C L i i ! ! ex Q " 10624 COI-IA55ET ROAD _ FA /SCEL l - 1.90 A C. fLn A PN . 05G—O 70-06/ w i / 7 H «, S� INSTALL (N) SEPTIC TANK AND ADD " (N) SEPTIC LEACH FIELD LINES AS SPECIFIED Y BUTTE CO. HEALTH DEPT. / 1 ` ---------------------------- (E) ------------------------- V c i_ N ry ,( /'�+\\\\� ------------------------------ -0" ------ (E) LEACH FIELD ---------- --- ---- .hy-r=t� / 1/ f�rE'OVED /5/-O// BSL--------- 7FF)701\7"=-0' �J - ------------ ----- �,\ FIRE RESTS %I VE O (E) SEPTIC ABANDON (E) SEPTIC SYSTEM TANK AS PER BUTTE COUNTY HEALTH WALLS 91 B SL _ L _ DEPARTMENT W (E) ROAD (E) ROAD Eft" S \\9' 15' 25" E (E) WELL ` ip S 790 l5' 25" E - 701.28' Envirmar-ental Health APP - 1 2004 Chico, CA ADJACENT FARCIEL 2 — 2.25 AC, A PN 056-070-040 APPROVED Butte County Enviromental Health —;-3-0 Date Signature H - 70!.28' SITE PLAN SCHEMATIC SCALA: l" = 20'-O" 0 G U 41 U V U 4-) 'IQ co s L un o <C a- 00 E � Ln X 4 >_n LL 07 c� r n (f) Lr) Lu U � O o 0 t l 7Ds J �..J CN U ~ Revisions: Drawn by: 11L Date: 02//2/04 Sheet: 2 of: 22 , FLOOR PLAN NOTES: OWNER TO STAIN ALL WOOD DECKS. 2) OUINER UIILL FINISH THE INTERIOR OF lST FLR. PER FLOOR PLAN, SEE NOTES. 3) OUINER UIIL L PRO VIDE (N) U/0 OD S TO VE. q) OWNER UIL L PPO VIDE A L L (N) FLOOR COVERINGS 5) OWNER WILL FRO VIDE (N) LIGHTING FIXTURES. 6) OUINER WILL PAINT INTERIOR OF THE HOUSE 7) OWNER WILL PRO VIDE STAINED GLASS WINDOW 8) OUINER WILL REMOVE (E) WOOD PANELING, DOOMS, CARPET AND DRYWALL. 9) OWNER WILL REMOVE (E) EXTERIOR SIDING ON THE SOUTH SIDE OF (E) S TRUCTURE. l0) OUINER WILL REMOVE A L L TRASH, SCRAP WOOD ECT.. FROM SITE, IU HVAC SYSTEM 15 (E) AND WILL REMAIN UNCHANGED. EXTEND DUCT WORK TO (N) AREAS AS NEEDED. 12) WATER HEA TER 15 (E) AND WILL REMAIN UNCHANGED AF1 12#-8" " 48'-2 1/2" (VERIFY) E f C-2 OFF 34'-8 1/2" (VERIFY) 12 9'-O" 4'-6" f/ ��w• .a5' �`r A f' ii 1'-4„ T -O„ 2,_O„ 1,_4„ 2'-0" 6-011 2'-O" 21'-11 1/2" (VERIFY) 6'-1" 00 .00 (N) 5090 F(E) 5090 F L U Qj 0 / , 4-) CD +81-0„ -------- ---- \ �- t N 0 CEIL. C6 (N)3090 (E) o < 0- NOgK (E)3090 E ''' CD -1 SH I I (E)3090 CEIL. I q I SH VERIFY O Zn (E) 3090 (E) 2030 tE) 2030 I q II SH I q I 4'-0" til `o BEAM SH - SH - SH - - 0.) >— Q —__________ -— i— --- - - — - L — —— E. — — — — — --I I,L l yr x 2• I I PINE HND IS TR.REUSE (E) 3090 (E) 2030 Posr (+O LC 5.DH FROM (E) LIVING ROOM R�.ii • _ , II I I II 3'A 9X12 HEADER I C/N I Q Vp cUZc2 (CONFIRM) SHAPED PINE N REUSE (E) 3090 (2) o PRN - CQ OWNER DH FROM (E) BEDROOM 2 - s r.,RsMAX. LU/ lN) SHAPED w I I(E> ;�s,NE3090 FXOPEN TO ABOVE RAS'PER u1 ,ABOVE l 3 033 m OWNER V _ .. ;I II ,ISH:CU / I OPEN BEL.OF LOFT 5/12CATHSRAEDGE EF7- INSTALL -------Ir FX s IW- \ Q I I I I I I -L- - -�- -___--- I1I1I ( FALSE 9X9 � ABV.- .IIi BEAMS ON BEAM (N)i CEILING IN II 11 acwED --� cD PATTERN ' I I 1 1 I. 11 WOOD �� I I I I � I (I I El RAIL DETAIL I I II II 1' 11 S TO � 11 1 AS SHOGUN t I, i i i i i i I E I i 1 1 0 V SC,LE: l/,• - l -o• e�/ISIOYIS: (N) e'Xg EXTrl QUALLS +8 0 PROVID ——--- TY II 11 CEIL. ,I 11 BY G�GI(lN 11 O I 100 �_ {r-- - 7- _EI STT" I II II II II I II I I I I I I I I I E9 TEND I i i i i SHAPED i Xf t�) HEA k? �H - i - — -_-� I I_ _ _ _ _ J I I L EI 11 POST 11 (E) FLOOR PLAN I it II II II I \ I 1 1 I 1 1 1 1 1 1 TAPE ONIL Y II 11 11 " I II 1 11 I II LAUN. I II II II II II I +$`-O" I(E) 2--8 -- - - - - - ------ ----- --- - - ---- --- _� I I I (E) PANT_ �r I I I CEIL. I SCALE: V4// _ //-0// �- — -- - ---------- Ln O c� TAPE — — — I RE SE ((E)I 1 I _ +s'—o" I I _ _ _ _ _ __ 1 r— — — t TEXT. I LP/AE ,A N l UP DO —CEIL- — — — — — — — — CLST I En �I------------I+ / II - RE -USE (E) I CEIL. \ = - I I O DOOR iil �__- 0 1 1 SLAB (E) O (E) M/BR --J MIB T I I 1 +81-00�-9 PKT. I , , �I I +s,_o„ CEIL. TAPE 1FRENCH iii (E) I I CEIL. 11- — — CEIL. o I 1 t TEXT. I OARS ,,, B T,2 1 (N)\5040 III —_ -_� O ( I 1 r SH C 6S—oil I I (E) 6068 I I 1 HOSE BlB =_____________1 I CEL. SGD REL DCA TED III 1 FROM (E) I6 O/C DOWN1 1 I DOWN I 001 ------ --- a --------- t V 118" S TEP I I C ----------- 7" STEP I' /„ DR P N� r(1t)2030 I C N 2630 I l 29„ DEEP 12 +8,_7„� KNOTTY 3-0 �v DN I /2 36 TALL CAB. PINE CEILING FRENCH, I, I W/OPEN SHEL VE 2X6 CEIL, I IN FAM. RM. i — — — — — — -•- — — — -- — — — ABOVE \ C'S - -------TI-----�I DECK . J _ 29” O/C IIfuture REUSE -(E) I D hof tub b I 90 40 D 5030 XO FROM LOFT � . —_ DOCtIN II I \ 1 DOWN _I L._ — — — — I DOWN �, S TOOP -----------------------------, \ 9090 I� 6" STEP TYP. A P P X S� 9090 PROP. (N) WOOD DECK, LINE OWNER WILL STAIN 14-1 DOWN w DOWN \ E /2 BB/Q II F RAIL DOWN Ely ronmental Health., APR — 1 2004 ChICO, CA (E) lS T FL. _ 1999 S.F. (N) lST FL. = 2/29 S.F. (E) LOFT = 188 S.F. (N) LOFT = 635 S.F. (E) TOA TL = 1632 S.F. (N) TOTAL = 2739 S.F. ADDED P1,25T FLOOR = 680 S.F. ADDED LOFT = 997 S.F. TOTAL ADDED = 1127 S.F. (E) GARAGE APPROVED Butte County Environmental Health Date Signature D D � z O W U Drawn by: MSB Date: 02/12/04 Sheet: 7 Of: 22