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HomeMy WebLinkAbout039-370-081L_ At-QUEri EB BY: W. When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 (rev.5/04) Owner Name: David P. Dion and Camille M. Dion Building Permit No: 05-1162 (exercise room) 2005-0044892 Recorded I REC FEE 25.00 'Official Records I County of I CERTIFIED COPY 7.00 But I CANDACE J. 6RUBB5 I County Clerk-Recorderl I TB 03:M W-Auu-20o 1 Page I of 7 IIII !!I III I ILII I IIII II I I!I !I! I!I!I Space above for Recorder's Use DEED RESTRICTION AND d NOTICE OF LIMITED USE FAC/L11'"1' - f I. WHEREAS, on this 26th day of .July 2005, _David P. Dion and Camille M. Dion hereinafter referred `to as owner s), is the record owner of the following real property: 1228 Marian Ave. Chico, Ca. 95928 AP# 039-370-081 and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 05-1162 was applied for on May 2, 2005 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 05-1162 has been reviewed and approved for only the limited OUrposes'sef forth'below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a .SA change in use or character of use has been approved by the Butte County Building Official or a change in law has occurred, either of which change allows the uses otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use Facility rescinded by the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited Use Facility by the Director of Development Services; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 05-1162 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 05-1162 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: no sleeping or cooking. Additionally this exercise room will not be heated or cooled. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or'amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged Scott Rutherford; Interim Building Official and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 05-1162 a I DATE: l Z�� , 20 05 Owner Signature: ��V ilk r, ' �leAJ Print or Type Name of Above Owner Signature: -nL AM-ttl II e IA. ID 16 Print or Type Name of Above Sk Scott Rutherford; Interim Building Official This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. Dated: 7/� 2 0,5 Scott Rutherford, Inte m Building. Official STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On -T�, aoo-6 before me, M M' � �I , Notary Public, personally appeared personally known to me {or i nee-) to be the persons -"hose name,(.s-ris/a;@-subscribed to the within instrument and acknowledged to me that he/s#efterexecuted the same in his/her/tb& authorized capacity( eo, and that by his/beffttvaw signatureks)-on the instrument the person,'or the entity upon behalf of which the persorl(Wacted, executed the instrument. WITNESS my hand and official seal. Si Can+MM an • 1a67M51 "°fty p-ift - Ca1KbMait My Bann. � 4. (Seal) r ��•;,,s�' 1 1..'I-'. � ♦�'� '`� `►- M, ..... ,R � � J .i(:':+ r+ "� JJ ..,:� ..� _1 NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA ) SS. COUNT Y OF BUTTE ) On axe before me, I/J Me4l%/ 6- , Notary Public, personally appeared LIAMI&LC tit , personally known to me (or roved to me on the basis of satisfacto evidence) to be the person(s) whose name(s)4s re subscribed to the within instrument and acknowledged to me that h , sh /they executed the same in his9Z@Aheir authorized capacity(ies), and that by N /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. STATE OF CALIFORNI SS. COUNTY OF BUTTE On�-1 Public, pe sonally appeared 2 ANN P. MENKING Commisflon #► 1590350 r Notary Put�Yc •California 61At� county MYCafIfRL�frM.lun 2a. 2( 22, /'�' , Notary , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names Is are sus I e o the within instrument and acknowledged to me that (:Dthe/they executed the same indoWtheir authorized capacity(ies), and that by ger/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Si ature r K MAO Scott Rutherford; Interim Building Official SK orIT 11 , �« Id On 3 IMAM mar �NiK49 A 91�+fA %- R vwM Y ,:CORC f 1t f10..'1t1(11ai � ��� noti103 - ow YOM ytn►o:D o' 4 e eS ruA.t3�IgtA.t'I���tA - 00 1 y � R r 1�� Racgre` at the Request of Mid Valley Title & Escrow Company 9 5 0 8 6 2 0 p� Order No. Escrow No. 146764BG 95.008f I Loan No. 030815587498 Ree ]POO I DOC 9.00 WRecorded 36.30 Reco WHEN RECORDED MAIL T0: Official I Check 45.30 rds I ` MR. & MRS. DAVID P. DION County of. 1228 Marian Ave. CandaceuJte I i Chico, CA 95928 Grubbe Recorder I 8100am 20 -Har -95 I MVTC VS 2 MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX 34FM _ Computed on the conelde. Mlon or value of property conveyed; on SAME AS ABOVE ' Computed on the coneiderutk.., or value leer, tem or anamomces remaining at time of saie. Tip untiprsiionpri Arantnr rIPC!nrAS - Sigc A;re of Declarant or Agent determining tax - Firm Nemo GRANT DEED 039-370-081 F FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, MAURLEN P. DION, Trustee of The Maureen P. Dion Trust, UAD 11-03-94 hereby GRANT(S) to DAVID P. DION and CAMILLE M. [YON, husband and wife, as Joint Tenants the real property In the City of Unincorporated Area County of Butte , State of California, dMlbed as Psrcel 1, as shown on that certain Parcel Map, recorded In the Office of the Recorder of the County of Butte, State of Califomia, on September 14, 1981, In Book 86 of D taps, at pages 3 and 4. Dated March 8, 19g5 ) STATE OF CALIFOR$NI }ss. on - V me, C "LG personally appeared Cc t/,, r"-e-e/c: personally known to me (or proved to me on the basis of 8atsfactory evidenca) to be the person(s) whose name(s) is/are subscrbed to the within imMmiment and acknowledged to me that he/she/they executed the same In hWhcr/their authorized capacity(les), and that by his/her/their signnture(s) on the Instrument the person(s) or tho entity upon behalf of which tta petson(s) acted, executed tho Instrument. WITNESS my hand and official seal Signal e 04, C- 0 MAUREEN , Trustee a�nnmlrnnO1pjnlnrulnlr°°1 unnunnllmnnrrrnitnuln�nu• e Iri OFFICIAL SEAL N 060271 D JVi,:E L. SCHULKE • NO rAny PUOLIC - CALIFORNIA r� Q COUNTY OP BUTT! My COmn113910n Explree Mnreh 12, 199r W AnllUlr4ll:rr1lrglm11111nfn11r,,,g11f1j11,r,111111r111illrirl ,irmin� ro(iysr 95-0862.0 ' ORDER N0, BU - 146764 BG �. DESCRIPTION. ALL THAT CERTAIN RE' L PROPERTY SITUl'.T COUNTY OF BUTTE, DE' AS FOLLOWS IN THE STATE OF PARCEL. 1, AS S iiOWN ON CALIFORNIA, OFFICE OF THE RECORDER OF THz COUNCERTATY OF FUT L MAP ON SEPTEMBER 14 � RECORDED IN THE 1981, IN BOOK 86 TE, STATE OF CALIFORNIA OF MAPS, AT PAGE(8) .3 AND 4. . END OF DOCUMENT x°4'92 Recorded I REC. FEE 25.00 Ufficial Records 1 RE U ED 8Y: County of I CERTiFIE) COPY 7.@@ When recorded return to: Bute I CANDACE J. GRUBBS i County of Butte County Clerk. -Recorder[ Department of i TB Development Services 03:25N 01—Aup-2005 1 Papa I of 7 . Building Division lillc lIII IIN1IN111III Ili 111 7 County Center Drive Ill Oroville, CA 95965-3397 Space above for Recorder's Use Owner Name: David P. Dion and Camille M. Dion Building Permit No: 05-1162 exercise room DEED RESTRICTION A��'' NDa 1 NOTICE OF LIMITED USE FACILI -Y ' .`� h I. WHEREAS, on this 26th day of .July 2005, _David P. Dion and Camille M. Dion hereinafter referred `to* as ovimer(s), is the record owner of the following real property: 1228 Marian Ave. Chico, Ca. 95928 AP# 039-370-081. and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and; III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 05-1162 was applied for on May 2, 2005 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 05-1162 has been reviewed and approved for only the limited purposes'set,forth*below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a moi; 4 change in use or character of use has been approved by the Butte County Building Official or a change in law has occurred, either of which change allows the uses otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use Facility rescinded by the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited Use Facility by the Director of Development Services; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 05-1162 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 05-1162 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: no sleeping or cooking. Additionally this exercise room will not be heated or cooled. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility Is hereby acknowledged sy ` .R1 r" Ory Scott Rutherford; Interim Building Official and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 05-1162 DATE: 120 05' Scott Rutherford; Interim Building Official t Owner Signature: I� J�.f4v1`)«�J Print or Type Name of Above Owner Signature:. C�yVLt<<C Pt, DI6 . Print or Type Name of Above 1 This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. Dated: `71 DLJ A ��W,I' —Okw Scott Rutherford, Inte Building Official STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On beforet F� i 4,,�( me, ,Notary Public, personally appeared r� personally known to me {or-owed-fia-re on-the-oasts-asatisaeterq-e�idenee) to be the person.G"hose name, &)-isWe-su bscri bed to the within instrument and acknowledged to me that he/she/they-executed the same in his/her/their authorized capacity(, a&O, and that by his/her their signaturek&ron the instrument the person* or the entity upon behalf'of which the personksr) acted. executed the instrument. WITNESS my hand and official seal. r Signature AM 10 CwMnbftn 11867051 &ftcm* MV CNM !eApt 6, 2 LA�l (Seal) ix NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA COUNTY OF BUTTE On /. a05 - Public, personally appeared before me, in/6 LC SS. Notary , personally known to me (orproved to me on the basis of satisfacto evidence) to be the person(s) whose name(s 's resubscribed to the within instrument and acknowledged to me that hEQH/they executed the same in his9WAheir authorized capacity(ies), and that by hi /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. �`nature,� e "AMPMOdIM STATE OF CALIFORN COUNTY OF BUTTE On Public, pe sonally appeared =L 111f1111I110n W >IsWWOao km� Mr Caf l/R EtOMM Ju�'0► PO SS. ANN P. MENKING COMCali MISNon # 1890350 Notary PubtiC . fornir BtAfe County +^' My Comm. ,lun 26,2(- /<//;16 «/;16 , Notary , personally known to me (or proved to me on the basis_ of satisfactory evidence) to be the person(s) whose names Is.are'su s I eo the a within instrument and acknowledged to me that he/they executed the same infje artheir authorized capacity(ies), and that by Fier/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Si ature Scott Rutherford; Interim Building Official 5 �ti C+>�tnwllo�►at tib aoen►�aere:ot�r ANN P M EAI►CO11flh.�C M*� �. bt I h res.^4rci''$2 the Request. of Mid Valley Title & Escrow Company Order No. Escrow No. 146764BG Loan No. 030815587498 VVHEN RECORDED MAIL TO: MR. & MRS. DAVID P. DION 1228 Marian Ave. Chico, CA 95928 MAIL TAX STATEMENTS TO: SAME AS ABOVE 95-08620 Recorded I Official I Records I County of I Butte I Candace J. Grubbs Recorder I 8:00am 20-11ar_95 I Rec Fee DOC Check 9.00 36-30 45-30 ?IVTC VS 2 DOCUMENTARY TRANSFER TAX W= _ Computed on the conelde 4ton or value of property conveyed; OR X Computed on the conalderutk.: or value lees Cent or anountrances remaining at the of saie. C T11A 1lnriprai�nnPi Arantnr rIPHarpa Sigr..ure U Declarant or Agent determining tax — Firm Name GRANT DEED 039-370-081 - FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged,' MAURCEN P. DION, Trustee of The Maureen P. Dion Trust, UAD 11-03-94 hereby GRANT(S) to DAVID P. DION and CAMILLE M. 11,*N, husband and wife, as Joint Tenants r the real property In the City of Unincorporated Area as County of Butte . State of Cdfomla, described Psrcel 1, as shown on that certain Parcel Map, recorded. In the Office of the Recorder of the County of Butte, State of California, on September 14, 1981, in Book 86 of gaps, at pages 3 and 4. Dated March R, 19As STATE OF CALIFORM ) COUNTY OFF % gI Yk. Vo On o ! 5. - , • / bolom me, personally appeared personally known to me (or proved to me on the basis of tlat!sfactory evidenca) to be the person(s) who3e name(s) is/are subscrl'bed to the within Irvqtntmenl and acknowledged to me that he/she/they executed the same In hWr),,r/thelr authortzed capacity(les), and that by his/her/their signAture(s) on the Instrument the person(s) or tho entity upon behalf of which It a person(s) acted, executed tho Instrument. WITNESS my hand and official seat. Signalt�� L-�'' •� MAUREEN P. Trus e1eee slunrlrl"InmntnnnumuunrunuumrmnnnrnnilnuurWits i OFFICIAL SEAL = (n *160271 >(Y �% SCHULKE > Q N 'rACOUNTYIC CALIFORNIAIt- W17 = My Co CO OP BUTT! Explree Merth 12, 1ggr, W i+numurn;nuunurlrltlllntunrrarr°Oplrinnunumnr.;cunnr� V 95-08620 ' ORDER N0. BU - DESCRIPTION 146764 BG ALL THAT CERTAIN RE,** PROPERTY SIT COUNTY OF BUT TE DESCRIBED UI -TE PARCEL, IN THE STATE OF CALIFORNIA, AS SlfoWN ON THAT CERTAIA' PARCEL MAP , OFFICE E THE RECORDER OF THI; COUNTY OF i,U ON SEPTEMBER 14 RECORDED IN THE . ' 1981, IN BOOK 86 TTE, STATE OF CALIFORNIA, OF MAPS, AT PAGES) '`3 AND .4. AUG 0 12005 Date: This is to certify that, if bearing the purple seal of this office, this is a true copy of the document filed with the Butte County Clerk -Recorder's Office. Candace J. Grubbs Butte Count lerk-Recorder By: _ . Deputy END OF DOCUMENT Sri? P119,Rd ii jArit Ylxils;a 01 al afdT oust s al 2;r€, ,001110 eitii to IsfIg O;flluq Sri1 tifiw bolit tnsmt13ob OMI 10 t1'±Uoo adduir') .v s7o;bosO rn"KITV nV 12"TTC BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive 9 Oroville, CA - (530) 538-7541 �A: CORRECTION NOTICE 05 OWNER PERMIT NO. -4 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. M Vto CAI 1( wer" 'kf Date L Inspector _T_ REV 4/05 Phone# 2 - FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Certificate- 052736 . THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of ,Engineered Wood.Systems (SWS). were manufactured in accordance'with the applicable standards :a_nd:associated specifiications indicated below: > 1Si S#a'h rct, "901-49c'2, For' ood Products - Structural Glued - - �t ..r.,.. ...... 1'.' l.. .... . .... .. ru�at imber NER-486 Glued Laminated Timber (Combinations.nnd "GAP" Gomputer Frog rem For Determining Design. Stresses AITC 1 t 7-53 - Manufacturing - Standard Specifications For Structure+ Gluey Laminated Timber "`_.i C ��r . v. �8�91i'31E;a �d32? e2s IT lS ;ERE -BY CFEYri T IFIE ti hat the APA E S trademarked structural glued iaminated timber me6j be"s V__V_V_F_e1 ofoduced in a H form-facturiing: faciky subbed to req uiar aucits in accorcance wan Inn tAgineerea CS S) 0d lity �_ssurince Program. Fc�_.tine audits incl dl inspection cf the _-- . e manufacturing process and evaluation of the in -plant QA programa with adequate sampling to verity ice:. fol-. -a' 5. ,E: i1 i�':V� +�; S:ai;' Pias iGP Di:i"LiF✓E: Ficus :mala 41uteline Di71"i�°e quaNty_ TIES IS TO CERTIFY MAT THE CrL AM(S) FOR TIFF ?PVU C .,DQ �tJ JOB, AT f,2��,', � y(gi ,¢-tf(NAAff OF _ SUPFLIE�� BY MEEK S CIRCO ARE CUSTOMER) . (JOB ADDRESS ALL 2400 F -V-4. STANI)A . .CAMBER ARCHITFCURAL. T homas G. Willias; scr;. Executive aloe President %v!._aum :-Ir tcear- .. .7a:v' TwOlma. WA_aEs°.-rj7M-; BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES w BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO51162 r� LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under Issued Date: 08/01/2005 APN: 039-370-081-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and Site Address: 1228 MARIAN effect. AVE CHI License Class : License Number: Map Index: Date: Contractor: Description: garage (792) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I, am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Owner: DION DAVID P &CAMILLE M Business and Professions Code: Any' city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior 1228 MARIAN AVE to its issuance, also requires the applicant for such permit to file a CHICO, CA signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 95928 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 properly, or my employees with wages as their sole compensation, will do the work, and the structure is not Applicant: DION DAVID P & CAMILLE M intended or offered for sale (Sec. 7044, Business and Professions 1228 MARIAN AVE Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does CHICO, CA such work himself or herself or through his or her own employees, 95928 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 Contractor: 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 andProfessionsCode / L zz=:�--L� Date Owner: License #: 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 Architect: Labor Code, for the performance of the work for which this permit Engineer: is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Total Square Ft: 792 S.F. Carrier: j� Valuation: $19,008.00 Policy #: Census Code: 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 I n l/ 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 forthwi h comply with those provisions. �J . Date: C _ �L,1 Applicant: WARNING: Failure- to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is her 61y Is ued un the plic, a provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the the work for which this is issued (Sec 3097 Civ.) Resolutions to o work i is ed abov for ich fees been paid. performance of permit BY Date: Name: / 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. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. :I hereby certify that I have read this. application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building cgnstruction. I acknowledge.it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County toenter upon the above mentioned property for inspection purp / Print Name::: �} V 1 '/ "ILd Signature: Vit Date: i h 0 Owner ❑ Contractor ❑ Agent for Owner O Agent for Contractor r� COUNTY OF Burwv.- 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. F b'7 rU) 9_CV1SEn -TP_Us_s CALC-S If A h 0 SUr-_�OA(_F 77C�) CC��U N (-TV j_�_ng 4ppkou 0-(�_ I (ID WA I. ; On A7L_T� E)RACE UJA�f_ I-HAJE" M PKIO/z. -ro Stfe�-Tlaocf< Date Ll - I Inspector lz�) W �; I M REV 4/05 Phone # 39 (D 9 I -Z - FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 RESIDENTIAL PERMIT NO. 039-370-081 .05-. r DION, DAVID 1228 MARIAN, CHICO i Cont: OWNER NEW GARAGE (792SQ FT) L bkV l ct 43 9 3- (oh l F s SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VFRIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER oFF OA)o"Torr RoAo OFFICE COPY— — — — Address GAS Meter By Date ELECTRI t Meter By Date JOB FINALED (Da ) ' ^ () 6 Signature�� J = OK D = Not OK = Not Ready Applicable • BILE HOMES Date ` MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L °ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test ` 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 X119 CEL S Date DECKS ERS, CARP lans) OK except #'s. o ng Requirements -Setbacks -Easements ootings; 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. C orts; Windows -Doors Electric )$. g.;Si-Jpellbtuds-Rft-T -13'0(2 WbS. Sing; Nailing -Veneer -Stucco -Mesh oof; Shthg-Roofing 11. .; Steps -Doors -Landings Q822 -raced Wall PgWIs Date -6,and B-1 - Date Card B-1 Date 10 -0 (0 Card B-1 S , 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-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Gmd.-/ /' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following InstldJDrive 0 Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) .OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. AC. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following InstldJDrive 0 Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: FELLLUMBERONG OW COeINC* Quality Design • Floor, Wall & Roof Systems, RIM 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 * (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumberecom ©S—!l(,:12- BUTTE COUNTY BUILDING DIVISION APPROVED- 41,lolo 6 f�= Customer: Dave Dion Job No: 22' x 36' Garage (Mari0415) ENGINEER Address: 1228 Marian Ave. Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Chico Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. AP#: P.O. Box 20455 Portland, OR 97220 (503) 254-0204 20E (Rev. 5/05) BION GARAGE BUTTE COUNTY BUILDING DIVISION APPROVED ' Symbols -Numbering System®General-Safety Notes PLATE LOC ATION AND ORIENTATION 13 j4' 'Center plate on joint unless x, y Failure to Follow Could Cause Property p Y offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-81 dimensions shown in ft -in -sixteenths Damage or Personal Injury Apply plates to both sides of truss _ 1. Additional stability bracing for truss system, e.g. and securely seat. diagonal or X -bracing, is always required. See BCSII. �_ths 2. Never exceed the design loading shown and never i 2 3 TOP CHORDS C1-2 c2-3 WEBS 4 stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and o Cz, all other interested parties. 'For 4 x 2 orientation, locate Oz U �'�1 O 4. Cut members to bear tightly against each other. plates 0-'ne' from outside edge of truss. b � �° u U p 5. Place plates on each face of truss at each joint and embed full Knots and wane at joint C7-8 csS cs6 BOTTOM CHORDS locations are regulated ed b ANSI/TPI1. 9 Y 'This symbol indicates the required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitablyprotected from environment connector plates. the in accord with ANSIITI1. ' Plate location details available In MiTek 20/20 7. Unless otherwise noted, moisture content of lumber software or upon request. shall not exceed 19% at time of fabrication. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. The first dimension is the width CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/ LETTERS. 9. Camber is a non-structural consideration and is the x 4 perpendicular to slots. Second responsibility of truss fabricator. General practice is to dimension is the length parallel camber for dead load deflection. to slots. 10. Plate type, size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1,96-67, 84-32 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at BEARING SBCCI 9667, 9730, 9604B, 951 1, 9432A spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, Indicates location where bearings or less, if no ceiling is installed, unless otherwise noted. (supports) occur. Icons vary but reaction section indicates joint 14. Connections not shown are the responsibility of others. p Y MW I number where bearings occur. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. Industry Standards: 16. Install and load vertically unless indicated otherwise. ANSI/TPI1: National Design Specification for Metal MITek® Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, 9 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 m 2004 MtTek® LxY D4LGl. OUn-OOKFR 3-I0d Ix4 GOVT BRACE AT BRACE SLS HNBERS LONGER THAN 12' EACH END ATTACH AT MIDPOINT OF BRACE b-IOd COMMON W 2-Bd NAILS NAILS 2xb DIAGONAL BRACE o 46, OL. SABLE END STUD O MAX UNBRACED LENGTH OF GABLE END STUD. (2x4 FIR-LARC40 - STANDARD = 5' -II' - 01 AND BTR = l'-9' < 2x4 HF 5TR06BAGK MAIL TO LEDGER W/ IOd 0 12' OLJ s 2x4 HF LEDGER MAIL TO VERTICAL W/ IOd A35 BRACE TO FLAT 2x NAILS) �1�H-3 AT 48' 0. NOTE: THIS DETAIL MAY BE USED FOR KTH PITCHED BL. ALSO. (0) OPTION TO WEB PLATING: USE (3) - 2' WIDE STAPLES (0012 DIAA5 6A) TOENAILED THRU CHORD INTO WEB I THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF b STAPLES. (Po. (51) IMI) MUST BE PLATED. AHA R�yi `nye, RB. Dai 1 G LL 300 P5F TO DL 150 PSF NOTE: CABLE END DESIGN BASED BG OL PSF BG LL OA PSF ON 15 MPH WIND, EW0�,�1RE B' TOTI D. 500 P5F AT 0-25 FEET MEAN HEI614T. DI. FAG. 1.15 TYPE of Job DETAIL Date: 10-18-02 Gary Hawkins JOB NAME Lo..ow LUMBER Drawn: AK ARCHITECT CITY, STATE CHICO, CALIFORNIA(530)892-2700 Job no.: 02-116 1370 WDGEWopDDa 'S1E.10 FAx:(530)893.0532 CHICO. CA 95973 gayarchmsbc'&bclnet May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiT®k Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA.95610 USA FAX (916) 676 1909 TELEPHONE (916) 6761900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These piles only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. Sincere , QpOfESSIO ONG yL FZc' NO. 049919 EXP -30-04 Redong Director of 6 O� Western Operations Jc•b Truss Truss Type Qty Ply DION GARAGE M4R10415 Al FINK 11 1 R1851125 I nnnf.lin- t —h— r„ tnr rr.;,- r.. .coon .-1- r,_____ . >999 240 Job Reference (optional) 0-0-0 - — - - --- - -- .._..... _.. b.uuu s ,tun 1 r L0u4 MI I ex Industries, Inc. Mon tW3 14:22:27 2005 Page 1 -2-0-0 7-0-0 11-0-0 15-0-0 22.0-0 24.0-0 2-0-0 7-0-0 4-0-0 4-0-0 7.0-0 2-0-0 4x4 = 4 Scale= 1:45.6 ' 3x4 = 3)6 = 0-0-0 3x4 = o-ao 7-0.0 15-0-0 22.0-0 . TD -0 8.0-0 7-0-o LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ltd PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.19 8-10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -0.43 8-10 >613 180 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.04 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 96 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&BV G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 6=1316/0-3-8.2=131610-3-8 Max Horz2=41(load case 3) Max UpliF16=25(load case 5), 2=25(load case 5) BRACING TOP CHORD Sheathed or 4-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23.2-3=1797/3,34=1785/58.4-5=1785/58.5-6=1797/3,6-7=0/23 BOT CHORD 2-10=0/1596.9-10=0/1095.8-9=0/1095,6-8=0/1596 WEBS 3-10=259/13, 4-10=38/860, 4-8=38/860, 5-8=259/13 BUTT' - ice + OU BUILDING DIVISION NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 22 ft by 36 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-52, 4-7=52, 2-0=59(1`=45) ® WARNING - Ver(/y design parameters and READ NOTES ON TMS AND INCLUDED WTER REFERENCE PAGE MU -7473 BEFORE USE. Design valid for use only vvith MTek connectors. This design 4 based only upon parameters shown, and is for on individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown KY is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility at the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison- WI 53719. October 5,2005 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 il,- MiTek Job Truss Truss Type oty Ply DION GARAGE (loc) I/deft Ud TCLL 16.0 Plates Increase R1851126 MARI0415 A2 SCISSORS 6 1 240 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) Job Reference (optional)' -01 6.000 s Jun 17 2004 MiTek Industries, Inc. Mon Oc%14:22:28 2005 Page 1 -2.0-0 5.10-15 11.0.0 161.1 22-0-0 24-0-0 - 2-0-0 5-10-15 5-1-1 5-1-1 5-10-15 2-0-0 - Scale = 1:42.8 . 44 = 4 0-0-0 0-0-0 5-10.15 11-0-0 161-1 22-0-0 5-10-15 5-1-1 5-1-1 5-10-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 16.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.11 9 >999 240 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.24 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.17 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) LUMBER TOP CHORD 2 X 4 OF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &BtrG WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=828/0-3-8,6=828/0-3-8 Max Horz2=-41(load case 3) Max Uplift2=24(load case 5), 6=24(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=2162/0, 34=1522/0, 4-5=1522/0, 5-6=2162/0, 6-7=0/22 BOT CHORD 2-10=0/1973,9-10=0/1973,8-9=0/1973.6-8=0/1973 WEBS 4-9=0/1097, 3-10=19/185, 5-8=19/185, 3-9=-568/59, 5-9=568/61 PLATES GRIP MT20 220/195 Weight: 91 lb . BRACING TOP CHORD Sheathed or 4-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BUTTE COUNTY BUILDING DIVISION APPROVED NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 22 ft by 36 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing atjoint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard ® WARNING • Ver(/ij design parameters and READ NOTES ON TRIS AND INCLUDED WTEE REFERENCE PAGE MU -7473 BEFORE USE. Design volid for use only with MTek connectors. chis design is based only upon parameters shoe n, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown r{ is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilrity, of the erecta. Additional permanent bracing of the overall structure is the responsibility, of the building designer. For general guidance regarding tobrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crlterla, DSB-89 and BCSII Building Component .• Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53119. :l• October 5,2005 7777 Greenback Lane suite 109 Citrus Heights, CA, 95610 mi Mi7ek® BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO51162 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/01/2005 APN: 039-370-081-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Site Address: 1228 MARIAN AVE CHI License Class : License Number: Map Index: Date: Contractor: Description: garage (792) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Owner: DION DAVID P & CAMILLE M Business and Professions Code: Any'city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior 1228 MARIAN AVE to its issuance, also requires the applicant for such permit to file a CHICO, CA signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 95928 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Applicant: DION DAVID P & CAMILLE M intended or offered for sale (Sec. 7044, Business and Professions 1228 MARIAN AVE Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does CHICO, CA such work himself or herself or through his or her own employees, 95928 provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business Contractor: 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.). ❑ 11aa�m� Exempt under Article 3 of the Business andProfessionsCode Dated 1 2_ Owner: License #: 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 Architect: Labor Code, for the performance of the work for which this permit Engineer: 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: Total Square Ft: 792 S.F. Carrier: Valuation: $19,008.00 Policy #: Census Code: 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 shallAA p forthwi hh comply with those provisions. ` �J Date: _ Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is her y i ued un he plic. a provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the of the work for which this permit is issued (Sec 3097 Civ.) Resolutions to o wo(k i is a abov for ich fees have been paid. r' performance Date: Name: / PERMIT EXPIRES ON: PERMIT 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 duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby .authorize representatives of Butte County to enter upon the above mentioned property for inspection purp � / / /� Print Name: �T 1 V 1 ���Signature: �o/�/��C�� e Date: 0 Owner 0 Contractor 0 Agent for Owner 0 Agent for Contractor rs 1 -L ? 60 UTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFA PPLICA TION Website: www.buttecounty.net/dds """PLEASE PRINT CLEARLY" OWNER , Last tJamCQ�.i Firs a d Address I G 2 07 City C/, �' StateC Q Z ' Phone� Fax E-mailcl:,, /4 fcZ3 GL 114 _Y 00* APPLICANT SIGNATURE X For office use only: CONTRACTOR Name 1�i4kJ Address SRA City Zip Wj? State Zip Phone E-mail Fax E-mail Planner Lic. # Class APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name , AV -e-1 Address SRA City Zip Wj? State Zip Phone E-mail Fax E-mail Planner State License Number APPLICANT SIGNATURE X For office use only: APPLICANT NAME Name Address ZZfl , AV -e-1 City t SRA Statr,,� Zip Wj? Phone Type Const. Fax E-mail Page APPLICANT SIGNATURE X For office use only: Zoning Property Address22 411L Flood Zone rr_O_S_Sstreet SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BP o,5-//6 BIN # LOCATION API a `3:,j _ �7� Property Address22 411L Cif C rr_O_S_Sstreet WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work: N. Lt- -72- Sq. Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. �1 Received by: Amount: Bldg SRA Receipt #: l7`I t� Sheriff SMiP Other Date; Total REV 2-24-05 A SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND 1N INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 E.H. USE ONLY Plot Plan AnmcMd Roor Plan Atuchad x Sent to 8.0. -7 6`7 TO: Building Departme.nt FROM: Environmental Health SUBJECT:- Sanitation Clearance 6wner Location Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other !�oLmn'-- A f -W ,aC 0trJ StDrei e--MeXle $e- rO D M Hold final for: Final clearance O.K. for: NOTE: tnvironmental Healffi Specialist Date 8/96 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Pool, _70-061 70 -0 6 / Proposed Building Use: v Permit Technician: CC'"c:j. Date: \ Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. �j / N 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. y tl 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. /A/ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form b I /\� 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remai ing items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico O Oroville, as applicable 1. ❑ 16. Fire Sprinklers............................................................................................ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... N1019. Erosion Control Plan Required........................................................................ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. \ O 23. California Department of Forestr plan approval ❑ paid. Sent by: 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:.......... ❑ 25. Contact Land Development ab3T__ Improvements, _ Drainage ........................ f N 26. NPDES Form .................................................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mail6d to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... \00 32. Recorded copy of Agricultural Acknowledgment Statement ................................. +� 33. Existing violations and/or expired permits......................................................... ( 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone f )Avg 0 5Y3 G s G7 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. /0 Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Z Date: Plans approved by: Date: Structural reviewed by: Date: _ ctural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds 570 OWNER D/ 6-1-1 PROPROSED BUILDING USE .< <r' 1. BUILDING PERMIT FEES ---Balance Due ..................... $ 379 --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (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.)..... X $0.03 = $_ Nq.rtg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) _ 7. WAT R TENDER FEES BATTALION # !,0.00 (paid at Building Division) bp?8. SMIP Iq/ 9. OTHER 10. OTHER 11. OTHER A.P. # DATE 2 RECEIPT # DATE REC. I, ` At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT��l,t�Q.. �� DATE is -h, Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) p �trc vvo¢� Department .County J. Michael Crump, Director Public f B u t t Works LAND DEVELOPMENT DIVISION Storrs Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 9 ACRE] Project Description: �bL� Project Location and/or Parcel Number: 22'x% 03'?- 37©-- By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. i Signed: Title: OlAr_A . Date: 512,10 � 12 Less than I Acre NPDES & SWPPp Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department of Development Services °�vTr�0 7 County Center Drive ° ° Oroville, CA 95965 1G. �/ ° "`` ° (530) 538-7601 Telephone (530) 538-7785 Facsimile cOUR BUILDING PERMIT APPLICATION WITHOUT. REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: a I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. o I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable .set -backs and environmental issues -(fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: `_Da.v, c� rD e-ov" Building site address: �228 �Xor % C APN v39 �371�-d�. Permit No.: V05-162— I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: S GNATURE OF APPLICANT �; _1z/o5 DATE Copy to Applicant/EH/File K:Forms/BldePemitwithoutClearances 020705 LONGFELLOW. LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com , Customer: DAVE DION Job No: DION GARAGE ENGINEER Address: MARIAN AVE Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 9g CHICO,CA (916) 676-1900 '�� COM� u..iv DEPART.;.• APPROVEDINDERIE%;C - Timber Products Inspection, Inc. AP#: P.O. Box 20455 Portland, OR 97220 (503) 254-0204 C -20E (Rev. 3/03) DION GARAG 0 W Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3j4' `Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths u Damage or Personal In 9 Injury Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and securely seat. diagonal or X -bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never 2 3 TOP CHORDS c1-2 c2-3 4 stock materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and o WEBS tea, all other interested parties. Oz �p 4. Cut members to bear tightly against each other. For 4 x 2 orientation, locate U ab _ plates 0-1n6' from outside 0 " a 5. Place plates on each face of truss at each edge of truss. O joint and embed fully. Knots and wane at joint C7-8 co- css locations are regulated by ANSI/TPI1. BOTTOM CHORDS `This symbol indicates the required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII. ti Plate location `on details available In MiTek 20/20 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. software upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. The first dimension is the width 4 x 4 to Second CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to perpendicular slots. camber for dead load deflection. dimension is the length parallel to slots. 10. Plate type, size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at spacing shown on design. BEARING SBCCI 9667, 9730, 96048, 951 1, 9432A 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. reaction section indicates joint He M number where bearings occur. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. Industry Standards: ® Mi ek 16. Install and load vertically unless indicated otherwise. ANSI/TPII: National Design Specification for Metal LT Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing.- BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 p 2004 MITek® OUT LOOK R Ix4 CANT BRACE AT BRACE MEMBERS LON6ER THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-6d NAILS TABLE END STUD 2x4 HF 5TRONSBAC.K MAIL TO LED6ER INIOdo12'OLj — 2x4 HF LED6ER (NAIL TO VERTICAL W/ 10d NAILS) �A35 BRACE TO FLAT �H-3 AT 48' OL. NOTE: THIS DETAIL MAY BE USED FOR TRZ5ES WITH PITCHED BL. ALSO. (0) OPTION TO WEB PLATIN&, U5E (3) - 2' WIRE STAPLES (OM2 DIA.6 6A) TOENAILED THR1J CHORD INTO WEB 4 THRU WEB INTO CHORD ON ONE: FACE FOR A TOTAL OF 6 STAPLES. (PI). (51) 4 NO MUST BE PLATED. . X't DL(tiA `3-IOd NAILS EACH END 6-I0d COMMON 2x6 DIA6ONAL NAILS BRACE o 48' O.G. ® MAX WRACED LENGTH OF &ABLE ETD STUD. (2x4 FIR -LARGED - STANDARD - V -II' - 01 AND BTR. TG DL 15.0 PS,- NOTE: 5FNOTE: GABLE END M16H BASED BG DL P5F BG LL OA P5F ON 15 MPH WIND, EXPOSWE 'B' TODD. 50.0 P5F AT 0-25 FEET MEAN HE169 DURPAG. 1.15 TYPE OF JOB DETAIL Date: 10-1b-02 Gary Hawkins JOB NAME Lom W. off Drawn: AK ARCHITECT CITYCITY 5TATE CHIGO CALIFORNIA csao�e9 3 , I Job no.: 02-116 i 370 Ft:oGEwpoo Da.,'S'rs.10 Fnx:(530)893.0532-0532 Lj CHico. CA 95973 gcrycrch0sbcgt2balnet - - I MAR10415 j Al r FINK 17 1 1 R161 Longfellow Lumbn%o., Inc., Chico, Ca. 95928-7434, CFE 6.000 s Jun 17 2004 MiTek Industries, Inc. Fri Apr 15 W8ao:00 2005 Page 1 5-9.4 11 -D-0 16-2.12 22-D-0 2350 150 5-9-4 5-2-12 5-2-12 5-9-4 1.6.0 Scale = 1:41.7 04 = 31 4 0-0-0 3x4 = 3x4 = 3x4 = o -o -o 753 14-5-13 22-0-0 753 6-11-11 753 I$ dace Lmsets (A,7): 12ID-1-1Z,U-1-231 Ili:U-1-1Z,D-1-6J LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.07 8-10 >999 240 MT20 220/195 .TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.14 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.02 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 94 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=802/0-3-8.6=802/0-3-8 Max Horz2=-40(load case 3) Max Uplifl2=-19(load case 5), 6=19(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17.2-3=1128/0,3-4=978/45,4-5=978/45,5-6=1128/0,6-7=0/17 BOT CHORD 2-10=0/1001,9-10=0/686.8-9=0/686,6-8=0/1001 WEBS 3-10=238/12, 4-10=32/371.4-8=32/371. 5-8=238/12 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 22 ft by 36 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ® WARNDyG - Ver(f y design parameters and READ NOTES ON THIS AND MMUDED AOTER REFERENCE PAGE MU -7473 BEFORE USF- Design SEDesign valid for use only with Wek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbillity, of the erector. Additional permanent bracing of the overall structure is the responsibi5ty of the building designer. For general guidance regarding fabrication. quality control storage. delivery. erection and bracing, consult ANSI/TPII Quality Criteria, OSB -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W1 53719. OQ?,OFESS/pN pONG y� Fyc' ILLI 0 09919 m OF April 15,2005 7777 Greenback Lane �—tp Sude 109 Citrus Heights, CA, 95610 - MOW 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: wormbuttecounty.netldds PERMIT NO. BP051951 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: 07/22/20195 APN: 039-370-081-000 the Business and Professions Code, and -my license is in full force and effect. r License Class : License Number: Site Address: 1228 MARIAN AVE CHI Date: Contractor: Map Index: Description: DEMO GARAGE ' OWNER43UILDER 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: DION DAVID P & CAMILLE-M permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance:::also requires the applicant for such permit to file a` 1228 MARIAN AVE _. signed stelement tha(rie or she is licensed-pUrsuantto-the provisions of; CHICO, :. .: the Contractor's State'License Law (Chapter 0 commencing with Section. .CA 7060)'of-Division 3;of•the Business and Professions Code) or that fie or' • .. :. 95928 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.civii,pe al.tyof not more than five hundred dollars ($500).); 1, asowner-of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not ” intended;•Qr offered:for sale„(Sec,.,7044 Business and Professions„ • ..:..:.... ...... ::.:Applicant::.DI.ON DAVID..P.,&.CAMILLE,M.....::_,.... Code: The. Contractors` State'-LicenswLaw. does, not apply to an 1228 MARIAN AVE owner •of• property who. builds or. improves thereon, ,and, who does .owner himself.or herself or through his or her own employees, CHICO, CA provided. that. such 'improvements are not'intended,or offered for 85928 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.). :as._.owner.,,of.,the,:.propedy,.>.am.. exclusively,: contracting–with, licensed contractors, to construcf the project (Sec. 7044, Business and Professions Code, . The Contractors' State License Law does Contractor: not apply to..an owner of property who builds,or improves thereon, and who contracts for such projects with a.c.ontractor(s).licensed pursuant to the Contractors' State License Law.). ❑ . l am.Exempt°under Article of the Business and Professions Code- odeDate: gate:`– Orher: License #: :..:. . . WORKERS:.COMPENSATION DECLARATION. I hereby,•affirm..under•penalty of pedury,one of the following dedarations: ❑ .11 Kaye •and will maintain a certificate of consent to self -insure` for orkers'„pontpensation,.;as provided for by. Section.. 3700 of -the Architect: Code, de, for the performance of the work for which thispermit ssued. n Ineec:.. 9 ❑ I: have and :will: maintain • workers' compensation r insurance; as required. by. Section 3700: the Labor .Code, for She performance of the work for which this permit -is issued. 11y workers' compensation insurance:carrier and policy:number.are` :' Cartier: Total Square Ft: 0 S.F. Valuation: $0.00 Policy 7f: Census Code: I certify -that in.the Performance.of•the•work.foi-which this permit -is issued: 1% shall not.employ.any person; W any manner so as to :.become subject'Ao -the workers' compensation laws of. Califomia, and agree. •that; if l should' become subject/ to• the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those. provisions. Date:%- ss _ �S dD Applicant . WARNING: ; 'Failure 'to'secure workers' Compensation coverage is unlawful,'and•shall subject an employer to criminal' penalties. and one hundred ttiousarid dollars •($100,000); in. addition 'to -the `cost of compensation, damages as provided for in Section 3706 'of the Labor ' code,:interest, and;bporney's:fees. . . CONSTRUCTION' LENDING AGENCY : I hereby affirm that there is'a constnictiorrlending agency for the ' ' _ performance of the work for -which this permit is•issued'(Sec'3097 Civ.)t- This permit is hereby issued under theapplicable provisions of the Butte County CodR anrtlor Resolutj�nylo do work i dicated o e for.which tees have been paid. - • 6 (�C! Name: Date: ✓� P RMIT EXPIRES ON: V .... Address: (Dare) ❑ I hereby certify.,tha.I,the.use:of.this facility,shall%comply,wilh Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and:use;of hazardous materials:,;! : ,•. ❑ Notification'M 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 ,retjuired E.P,A. notification forms.•. I hereby certify. that I have read this.application, thatthe above information .is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to.building.construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County'to enter upon the above mentioned property for inspection p Print Name:'f t Signature: Date:✓Gi :-: O:Owner•.`• 0 Contractor ❑ Agent for Owner 0 Agent for Contractor NOTES RESIDENTIAL ' PERMIT NO. 039-370-081 05-19� 5- 1•- ) DION, DAVID 1228 MARIAN AVE, CHICO CONT: OWNER 1 DEMO (GARAGE) SPECIAL CONDITIONS 'CHECKED BY SRA FLOOD CERTIFICATE REQ.. ` FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER JOB FINALED ( at , Signature J=OK p =Not OK -'= Not Reayahle a = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except 9's Card B-1 Date 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch Card B-1 3. Sewer, Location -Test -Fall -C/O -Concrete PERMANENT END SYSTEM (ONLY) 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L' ' / P Nat or/ /" L °ftJ P L 2. Footings; Size -Spacing -Marriage Line 7. Well Clearance & Disconnect 8. Utility Clearance 11. Ext.; Steps -Doors -Landings 4. Gas; MH Test -Demand -Valve 12. Braced Wall Panels 'Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 8. Gas and Electricity. Tagged 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 10. License Decals 6. Water, MH Test-Regulator-ConnectoP 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch Card B-1 11. Cert of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except Vs Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 5. Alum. W.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; endows -Doors 1. Zoning Requirements -Setbacks -Easements 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 2. Footings; Size -Spacing -Marriage Line 9. Siding; Nailing -Veneer -Stucco -Mesh 3. Blocking 11. Ext.; Steps -Doors -Landings 4. Gas; MH Test -Demand -Valve 12. Braced Wall Panels 5. Electricity; MH Test Date Card B-1 Date Card B-1 6. Water, MH Test Card B-1 Date Card B-1 Date 7. Water and Sewer Connected 1. Setbacks -Easements 8. Gas and Electricity. Tagged 2. Soils; Compaction -Structure Stability 9. Exits 4. Elec.; Receptacles and Lighting, Distance-GFI 10. License Decals 5. Elec.; Pool Lighting; 15 Volts-GFI 11. Verify #'s with Office 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 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 Vs 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. W.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; endows -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-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ r Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel 1, r Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-ybpped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) .OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac: Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Ar�ess; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Vs doves or Exiting Doors -Sill Ht & Dimensions a 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.1.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following Instld/Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43, Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac: Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Ar�ess; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Vs doves or Exiting Doors -Sill Ht & Dimensions a 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.1.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following Instld/Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: KI BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES Y . . 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. BPO51951 LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty -of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/22/2005' APN: 039-370-081-000 the Business and Professions Code, and my license is in full force and effect. a License Class: License Number: Site Address: 1228 MARIAN AVE CHI Map Index: Date: Contractor: Description: DEMO GARAGE' „ 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: DION DAVID P & CAMILLE'M'r permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance,,. also requires the applicant for such permit to file a•s •. �� , i r . •.• .. � - • 1228 MARIAN AVE • signed'sfatement th he or she is licensed *pdrWant to the provisions of, ; t , t.: #,,'C H ICO,' CA the Contractor's Sfate�License Law (Chapter 9 commencing with Section 7000) bf•Divjsion3,of-66 Business and Professions Code) or that he or, 9592$' •, • ,:'.',f';i i t she iS'exempi therefrom and the basis for the•,allgged exemption.. Any , �, „r : •« ;;ty,,� .• ,, violation of $ection,;703'1.5 by any applic;Af'for'a permit subjects the', ,' • ' applicant to, a civ it; pena.lty.of not more than five hundred dollars'($500).); , ,1.; I, as owner:of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not ,; inte VI.Pe .AQ,&.CAMILLE,M_....,,..... Code: The, --Contractors' Stat License Law. does' not apply to an 1228 MARIAN AVE gwner.•oIf• property who _builds or. improves, thereon, and: who does a,,,,., ,such.work himself,orrherself or through his or; her own employees, CHICO, CA provided. that. such improvements are,not intended, or offered for 95928 sale.` If'howeve� tke 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 iniprove-for-the•purpose of sale.). ..C)-,I,A,as.,.owner, of.,,the,4,property„.am,exclusively,:contracting„with• licensed contractoirs-to coristrucf4he project (Sec. 7044, Business -and Professions Code. -' The Contractors' State License Law does Contractor: ...not apply to.an.owner of property who builds,or improves thereon, and,who contracts, for such projects with a;contractor(s) licensed ,,,,• ,,,_o,,....,,�,, ... pursuant to the Contractors' State License Law.).. ❑ • I am'Exempt under Article of the Business and Professions Code . K cif Date:'i: Owner: License #: .• 1 . `WORKERS:. COMPENSATION DECLARATION r ; I hereby affirm :under penalty of perjury'one of the following dedarations: Ilhave`and will maintain a certificate of consent to self- insure for �, .•n W .,._• _»• .•. „r worker s'„compens#on,.•as provided for by•Section_,3700 of -the Architect: Labor Code,,for•the performance of the work for which this permit is issued ^o.. _,•„f,`v.\.'.-.4i1'. .,NA x'.IZNlin. e, 4_«•�. 'rNrR,♦ .•.n,,.,!<•+�,.:11 ,. r:�Jn,'w•ll,.Y „Iwh W Engineer: r.u„ .v4,. J•+a. /.+..,r Hr rec. ..Hae ❑ I. have and •%will•,maintain. workers' • compensation ninsurance, as required. by Section. 3700, the Labor..Code,`for the performance of the work for -which this permit, is issued. My workers' compensation insurance.carrierand policy`number,are:;' '• -• - - Cartier: ” - Total Square Ft: 0 S. F. Valuation: $0.00 Pclicy'#: Census Code: a.+,k.••i. .rr: .. aw a ...,_ ,:r.�.r ..... I certify3hat in:the performance of•the•work'foi which this permit -is issued,3lishall not: employ: any person, iii; any manner -so a's to become subject to -the workers' compensation Iaws'of California, and., agree. Ahat �, if;,, I should -.become, subject toohe workers' compensation provisions of Section 3700 of. the Labor Code, I shall forthwith comply with those. provisions. c Date: (� /��gPPticant:- S, • V `,' S s/_�/ '......_ . _..- - ..'`_ _.... WARNING:v`'Failure -to` secure workers compensation' coverage is unlawful, and' shall subject in employer to criminal' penalties'and one hundred thousand' dollars ($100,000);•'in -addition •to'-theecost' of compensation, damages as 'provided for in Section 3706'of”the Labor ,code,,interest, and:attomey's;fees.. s.. .. •."1" .. ._. ,» ..... ..<.., r.. +i t'+:: •w • 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.) This permit is hereby issued under the pplicable provisions of the Butte County .ode anr(lor _- Resolut' n o do work it icated' o for which fees have been paid. Name: • • Date: ` `1 P RMIT EXPIRES ON: a U ^ Address: (Date) 0 I hereby certify,,that,the use.of this facility,shalt.comply.with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and-usejof hazardous materials:,,.t; •- r.m ❑ Notification'infaccbr'dance with'Sectib6 19827.5 of Calif6rnia Health & Safety Code is not applicable to the scheduled construction of this project. ❑ K1ta6ed are copies' of the required E ,P.A. notification forms" + _. <. _ �. ,• _ •• I hereby certify that I have read this application, tk9trthe'a' ove information is correct, and that I am the owner or the duly authorized agent of the owner.• I agree to comply with all county, and state laws relating to.building.construction,,.I acknowledge itis unlawful to alter the substance of any official form or document of Butte County. I hereby authorize'representatives of Butte Countyto enter upon the above mentioned property for inspection p Print Name:' --DA Signature: Date:. •r'>'r ❑:Owner+' • ❑ • Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION ,._BUILDING 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #:'(530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** APPLICANT NAME OWNER Last Name City c First Nme Address z? n P.14' City (C State Zip Phone Fax E-mail / , G 276S 6_6,-25, APPLICANT NAME CONTRACTOR Name ` City c Address �. City I Fax State C Zip Phones .6 Fax E-mail Planner Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City c Address Zip 5-672 City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name , D21 lc:e_ Address City c State Zip 5-672 Phone 7 Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Property Address S" Ov►-' 4,� Flood Zone treet -7� . n A • t2 SRA I Yes I No Occ. Type Const. Subdivision Name Map Book I Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BP OS 43 BIN # LOCATION, - Amount: Bldg Property Address S" Ov►-' 4,� City / treet -7� . n A • t2 Sheriff WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. DaterTotal LENDING AGENCY Name Address De cription or Scope of Work: S ootage '17 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be re uired. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Bldg SRA Receipt #: Sheriff SMIP Other DaterTotal Page 1 of 2 REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required), No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0R1v1S\131dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 i `Yi�:ert � r��ii:'`ti> 6�:'�"kTiSi%t�:'1G�`;f�b?:C xe3'd>`w�i�iaM'E':}4`:ik,;:;?w:�N.8'ttii£�':Ps•%.:iL.:.,. zc;n^.`:.7;,. �` „', � t, . Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your. signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. , personally plan to provide thmajor labor and material for construction of this proposed ro osed property improvement: YES NO [ ]. 2. I HAVE [x] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: t NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION ` BUILDING ` GIS ` PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538-2140 Facsimile Y3r'..';i:»`'a::e<..s;.:..o�ih-it.. Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. ly, .It i6� C. VieirJ C.B.O. , Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Oct 11 02 08:45a Demolition Permits Asbestos Notification Statement P•2 Date AP# Pursuant to section 19827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or state and local agency which is authorized to issue demolition permits as to any building or structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding tfie building that has been required to be submitted to.the United States Environmental Protection Agency or to a designated state agency, or both, pursuant to -Part 6l'of Title 40 of the Code of Federal Regulations, or the successor to that part. The permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing., or it may incorporate the applicant's response on the demolition permit appli= cation." l Attached is a copy of my written asbestos notification to the United States Environmental Protection Agency for the demolition project located at Signature of Applicant OR I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not applicable to this demolition project. IgnaCd a of Applicant 2/19/91 TUTF Chico, CA 1 �Oo r T g -e c- A e 1.15, A t-4 0 -T A -L.4 —7L rl--A v C- L- .0,IV6T - APPROVED Butte County Environmental Health Date I igria PIT 1 24.0 ti L-A p c ec)s 5�c L ctkV-e, Dior- i P. A- rz�-- Zoo. tr:;, S413-6 �6 7 a a WARNING ! BCS1I-B1 SUMMARY SHEET - GUIDE FOR HANDLING, IINSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify Los trusses no estan marcados de ning6n modo que the frequency or location of temporary bracing. identifique la frecuencia o localizaci6n de los arriostres Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo, installilleto ng and temporary bracing of trusses. instalaci6n y arriostre temporal de los trusses. Vea el fo Refer to BCSI 1-03 Guide to Good Practice for BrSt 1-03 Guia de Buena Practica pat el Mangjo. Instalaci6n Handling. Installing &Bracing of Metal Plate y grriostre de los Trusses de Madera Connectados con informationConnected. Wood Trusses for more detailed placers de Metalpara para mayor informaci6n. Truss Design Drawings may specify locations of Los dibujos de disefio de los trusses pueden especificar permanent bracing on individual compression las localizaciones de los arriostres permanentes en los members. Refer to the BCSI-63 Summary miembros individuales en mmpresibn. Veer la hoja rp<riman Sheet -Web Member Permanent Bracing/Web BCSI-B3 oara los arriostres permanentes y refuerzos de los Reinforcement for more information. All other miembros secundarios (webs) para mayor informaci6n. EI permanent bracing design is the responsibility recto de arriostres permanentes son la responsabilidad del of the Building Designer. Disenador del Edificio. QThe consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalacidn y arriostre inadecuados, puede ser la caida de la estructura o a6m peor, muertos o heridos. Banding and truss plates have sharp edges. Wear 0 gloves when handling and safety glasses when O ®oo cutting banding. Empaques y placas de metal tienen bordes m afilados. Use guantes ylentes protectores cuando Corte los empaques. HANDLING - MANEJO Allow no more No permita mas Q, Use special care in than 3" of deflec- de 3 pulgadas de windy weather or tion for every 10' pandeo por cada 10 near power lines of span, pies de tramo, and airports. QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK ti. 1-7( Bundles stored on the ground for one LI week or more should be raised by blocking at 8' to 30' on center. Los paquetes almacenados en la derma por Una semana o mas deben ser elevados con bloques a cada 8 o 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilaci6n. Util ice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. 0 Avoid lateral bending. — Evite la Flexion lateral. Do not store No almacene unbraced bundles verticalmente IDS upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. ■ � w� i,�■ wl�� 1. ■ w� � ■ HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or _ , `; , , , f'71 Trusses 30' or : �� less, support u less, support at at peak. '� quarter points. If Levante Levante de del pico los IDs cuartos trusses de 20 de tramo los pies o menos. trusses de 30 F Trusses up to 20' �I pies o menos. F Trusses up to 30' Trusses hasta 20' Trusses hasta 30' HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posicidn con la gr6a haste que el arriostre temporal este instalado y el truss asegurado en los soportes. 0 Do not lift trusses over 30' by the peak. No levante del pico los trusses de mos de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 —� truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30' Toe -in Toe -in Spreader bar 1/2 to j� 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreaderbar 7\ Attach above or stiffback10' o.c. max. mid -height I IE ► Spreader bar 2/3 to — 3/4 truss length —� Tagline �— TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE Q Refer to BCSI-B2 Summary Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el resumen BCSI-132 - Instalaci6n de Trusses y Ardostre Temooral para mayor information. Do not walk on unbraced trusses. No camine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque IDs arriostres de tierra para el primer truss directamente en linea con cada Una de las files de arriostres laterales temporales de la cuerda superior. �E Brace first truss well before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) min. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. - Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Spreader bar for Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' truss bundles i Haste 30 pies e��7V 30' to 45' 8' o.c. max. " O O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. 0 Avoid lateral bending. — Evite la Flexion lateral. Do not store No almacene unbraced bundles verticalmente IDS upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. ■ � w� i,�■ wl�� 1. ■ w� � ■ HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or _ , `; , , , f'71 Trusses 30' or : �� less, support u less, support at at peak. '� quarter points. If Levante Levante de del pico los IDs cuartos trusses de 20 de tramo los pies o menos. trusses de 30 F Trusses up to 20' �I pies o menos. F Trusses up to 30' Trusses hasta 20' Trusses hasta 30' HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posicidn con la gr6a haste que el arriostre temporal este instalado y el truss asegurado en los soportes. 0 Do not lift trusses over 30' by the peak. No levante del pico los trusses de mos de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 —� truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30' Toe -in Toe -in Spreader bar 1/2 to j� 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreaderbar 7\ Attach above or stiffback10' o.c. max. mid -height I IE ► Spreader bar 2/3 to — 3/4 truss length —� Tagline �— TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE Q Refer to BCSI-B2 Summary Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el resumen BCSI-132 - Instalaci6n de Trusses y Ardostre Temooral para mayor information. Do not walk on unbraced trusses. No camine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque IDs arriostres de tierra para el primer truss directamente en linea con cada Una de las files de arriostres laterales temporales de la cuerda superior. �E Brace first truss well before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) min. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. - Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Haste 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 ies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de mas de 60 pies. . s Q See BCSI-B2 for TCTLB options. Vea el BCSI-B2 para las opciones de TCTLB. \ © Refer to @CSL -136 Summary Sheet - Gable End Frame amercing. Repeat diagonal braces. Vea el resumen BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aguas. 1'7f Set first five trusses with spacer pieces, then add diagonals. Repeat U process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedirriento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. , 10'-15' max. / Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTEI 4& BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 10' D.C. for 3x2 chords --Tempos and15' o.c. for 4x2 chords Diagonal braces Permanent Bracing �0' o< 15 every 15 truss for Parallel Chord spaces (30' max.) Truss Pc for more information. Vea el resumen BCSI-B7 - Arriostre temporal y Permanente de The end diagonal trusses de cuerdas brace for cantilevered aaralelas para mayor trusses must be placed Lateral braces informacidn. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION �� Diagonal braces Out -of -Plane. ndas para Fuera-de-Plano. Q every 10 truss Max. Bow Max am Length 9 ✓ 9 spaces (20' max.) 1'-15' max. 0 _- - li I Maxnw yen rh same spacing 3/4" 12.5' as bottom chord lateral bracing Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTEI 4& BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 10' D.C. for 3x2 chords --Tempos and15' o.c. for 4x2 chords Diagonal braces Permanent Bracing �0' o< 15 every 15 truss for Parallel Chord spaces (30' max.) Truss Pc for more information. Vea el resumen BCSI-B7 - Arriostre temporal y Permanente de The end diagonal trusses de cuerdas brace for cantilevered aaralelas para mayor trusses must be placed Lateral braces informacidn. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Gypsum Board Out -of -Plane. ndas para Fuera-de-Plano. Q Plywood or OSB Max. Bow Max am Length 9 ✓ 9 Max. Truss Bow Length 2 bundles _- - li I Maxnw yen rh . Length --► a 3/4" 12.5' 3-4 tiles high 7/8" 14.6' QTolerances for D/50 D (ft.) 1" 167 Out -of -Plumb. 1 i 1-1/8" 18,8' Toleranclas para 1/2" 2' 1-1/4" 20.8' Fuera-de-Plomada. d j Plumb 3/4" 3' 1-3/8" 22.9' ,el bob 1„ 4' 1-1/2" 25.0' 1-1/4" 5' 1-3/4" 29.2' D/50 max I 1-1/2" 6' 2" 233.3' 1-3/4" 7' 2" z 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCSL@9 Summary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el resumen BCSI-B4 Carga de Construcci6n para mayor informacidn. Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre cantos trusses como sea posible. Position loads over load bearing walls. LTJ Coloque las cargas sobre las paredes soportantes. i ALTERATIONS — ALTERACIONES QRefer to BCSI-B5 Summary Sheet - Truss Damage. 3obsite Modifications a t rnsrallari crrnrs Vea el resumen BCSI-B5 Danos de trusses Modificaciones en la Obra y Errores de Instalacidn Materiel Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block B" Clay Tile 3-4 tiles high Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructuraI de los trusses, a menos que este especificamente permitido en el dibujo del disefio del truss. Q, Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construccidn o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contactor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put Boor and roof trusses into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contactor. It is not intended that these recommendations be Interpreted as superior to any design spedruation (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation Contactor or otherwise) for handling, Installing and baring wood trusses and it does not preclude the use of other equivalent methods for baring and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contactoc Thus, the wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. w 13i. I-,t.Ef WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274-4849 • www.wcodbuss.com 608/833-5900 • www.tpinst.org BIWARN11x17 031}r5t 1IFSVUlVIC MIIC IMI INILFJV HO7A RESUMEN DE LA GUTA DE BUENA PRACTICA PARA EL MANE70, INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE PILACAS DE METAL GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSL-1-03 Guide to_Good Practice_fo[ Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the 13C5I-B3.5ummary Sheet - Web Member Permanent BracingLWeb Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. BCSI-61 SUMMARY SHEET -GU11 IDE FOR NOTAS GENERALES Los trusses no estan marcados de ninglin modo que identifique la frecuencia o localizacidn de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalaci6n y arriostre temporal de IDs trusses. Vea el fol W para mayor informaci6n Los dibujos de disefio de IDs trusses pueden especificar las localizaciones de IDs arriostres permanentes en los miembros individuales en compresi6n. Vea la hoja res6men miembros secundarius (webs) para mayor informackin. EI recto de arriostres permanentes son la responsabilidad del Dise"nador del Edifido. ©i The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear Q' loves when handling and safety glasses when cutting banding. Empaques y places de metal tienen bordes afilados. Use guantes y lentes protectores cuando Corte los empaques. HANDLING - MANE30 QAllow no more No permita mas Use special care in than 3" of deflec- de 3 pulgadas de windy weather or tion for every 10' pandec, por sada 10 near power lines of span. pies de tramo. and airports. +a 10' y 6 ax. T _ � � I++w• 17 I 10' QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK F/ Ra48t>d w°•$ia ksq moo.. QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por una semana o mas deben ser elevados con bloques a Cada 8 o 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilaci6n. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Spreader bar for truss bundles _0 O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. Q Avoid lateral bending. — Evite la Flexion lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. rlA1DD��'/E ROM E�N'CI�AAli HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or Trusses 30' or less, support less, supportat t . at peak. quarter points. r Levante Levante de del pico los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 Trusses up to 20' 'I pies o menos. Trusses up to 30' tTrusses hasta 20' 'I Trusses hasta 30' HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posici6n con la gr6a hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de mos de 30 pies. Greater than 30' Mas de 30 nips HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less �— Approx. 1/2 —>•� truss length Tagline ` TRUSSES UP TO 30' TRUSSES HASTA 30' Toefn\ /Toe—,n Spreader bar 1/2 to _I.. 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreader bar / F�-s. Attach above or stiffback max. 1 m mid -height I 1� IE— Spreader bar 2/3 to Tagline 3/4 truss length TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60* BRACING - ARRIOSTRE QRefer to BCSI-B2 Summary Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses y y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No camine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con Cada Una de las filas de arriostres laterales temporales de la cuerda superior. t Brace first truss well �— before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) IINSTALLIING AND BRACIING OF METAL PLATE CONNECTED WOOD TRUSSES BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este m6todo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 3U' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80pies* 4 pies maximo *Cgnsult a Professional Engineer for trusses longer than 60'. / / *Consuite a un ingeniero pare trusses de mas de 60 pies. / / See BCSI-82 for TCTLB options. Vea el BCSI-82 para las opciones de TCTLB. Q, Refer to BCSIvdos� Summary SheGable End Fra Bra Vea el f7f Repeat diagonal braces. Vea el res6mU BCSI-B6 - ArriRepita los arriostres del truss termdiagonales. de un techo a I�f Set first five trusses with spacer pieces, then add diagonals. Repeat LJ process on groups of four trusses until all trusses are set. Instale IDs cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR _ Lateral braces 2x4x12' length lapped over two trusses. , 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal braces min. every 10 truss 10'-15' max. spaces (20' max.) same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 10' o.c. for 3x2 chords - Temporary and 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing 10' 01 �5 every 15 truss for Parallel Chord spaces (30' max.) Trusses for more information. Vea el res6men � BCSI-87 -Arriostre • temporal v Permanente de The end diagonal trusses de cuerdas brace for cantilevered Darelelas para mayor trusses must be placed lateral braces informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION QTolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. mDo not exceed maximum stack heights. Refer to BCSI-.@9_ Summary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de Construcci6n para mayor informaci6n. Do not overload small groups or single trusses. No sobrecargue pequehos grupos o trusses individuales. n � Length —►I e Bow Me.. am Max. Truss Bow Length 16" -----'------- ....L Length —► �' h �— Length ► 3/4" 12.5' 8" max. ow 3-4 tiles high 7/8° 14.6' QTolerances for D/50 D (ft.) 1° 16.7' Out -of -Plumb. 1' 1-1/8" 18.8' Tolerancias para1/2" 2' 1-1/4" 20.8' Fuera-de-Plomada. n1-3/8° 22.9' o I Plumb 3/4° 3' i bob 1 4' 1-1/2° 25.0' 1 1-1/4" 5' 1-3/4° 29.2' D/50 max — 1-1/2" 6' 2" 1 2:33.3' 1-3/4" 7' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres Material Height (h) esten colocados en forma apropiada y Segura. Gypsum Board 12" mDo not exceed maximum stack heights. Refer to BCSI-.@9_ Summary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de Construcci6n para mayor informaci6n. Do not overload small groups or single trusses. No sobrecargue pequehos grupos o trusses individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. i ALTERATIONS — ALTERACIONES QRefer to BCSI-B5 Summary Sheet - Truss Damage. Jobsite Modifications and Installation Errors. Vea el res6men B I -BS Danos d trusses. Modifica ions n la Obra v rror d Instals i6n' Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. Q, Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garanda del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put floor and roof trusses into place SAFELY. These recommendations for handling, Installing and bracing wood busses are based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities InvoNed, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor It Is not intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handling, Installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. C.IY7 WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274-4849 • www.woodtruss.com 608/833-5900 • wwwApinst.org G DE LA UTA DE BUENA PRACTICA PARA Ei MANE!7o, INSTALACYION ARRIO TRE DE LOS TUSS RES DE 031125 DE METAL Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. i ALTERATIONS — ALTERACIONES QRefer to BCSI-B5 Summary Sheet - Truss Damage. Jobsite Modifications and Installation Errors. Vea el res6men B I -BS Danos d trusses. Modifica ions n la Obra v rror d Instals i6n' Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. Q, Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garanda del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put floor and roof trusses into place SAFELY. These recommendations for handling, Installing and bracing wood busses are based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities InvoNed, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor It Is not intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handling, Installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. C.IY7 WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274-4849 • www.woodtruss.com 608/833-5900 • wwwApinst.org G DE LA UTA DE BUENA PRACTICA PARA Ei MANE!7o, INSTALACYION ARRIO TRE DE LOS TUSS RES DE 031125 DE METAL ��i