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HomeMy WebLinkAbout025-130-044COMPLETED ATTIC AREA AND BUILT SWIMMING POOL W/O PERMIT 11/5/99 Sent to Code Enforcement Dater 0 025-13-044 #98-2400 ANDERS, MARK & TWILLA 1229 ALMOND AVE. BIGGS APPLEGARTH NEW SF 7 025-13-0-044 00-0041 B,E ANDERS, Mark/Twila H229 Almond Ave Biggs conv unfinished attic/Applegarth) Aft CERTIFICATE OF MERGER AP # z 1.5 13 TO: Code Enforcement FROM: Building DepartiW RE: Citation Request DATE: . Q%&�o (Owner) 41 02 5 -- (,70 -04f LI (A.P. NO.) Attached is the required 'documentation regarding the violation on this property. Please proceed with 'the citation procedure on these violations and include any other violations on the property which may be aPer priate. c �oZ- (Date) (Department -Signature) Owner contacted Unable to contact owner Comments: TO:, Building Department FROM: CEO RE: Citation Request DATE: CEO F1I will hold citation process as a result of conversation above Notify me if/when you wish to proceed with citation. F7 Insufficient documentation for citation - request returned. L� Other DATE CEO TO: CEO FROM: Building Department RE: Citation Request DATE: Owner did not comply - proceed with citation procedure 1J Other DATE Dept. 44.0 z VIOLATION CHECK LIST A.P. # Address_/�}}�)mo-�;�4v� Owner Ma,H Owner's Address�,� Owner's Phone No. Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section Priority No. poi 1 61. 41'17llr� aW-fj/'P7 4re_d. Specific Plot Plan with C/V Noted _yes no Penalties Required 1st. Notice Sentk/ 9' ate Comments and/or Determination 5C -ND To CoDF_ EA1r CEP 2nd. Notice Sent Date P, COIN iA-G7, i r I ,9 710& 1111 1 ►IFA/ 41,72M/ r / Disposition For Citation Citation ate (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) October 10, 2002 Mark and Twila Anders 1229 Almond Avenue Biggs, CA 95917 RE: Formal Warning Notice Building Code Violation Location: 1229 Almond Avenue, Biggs, CA AP # 025-130-044 Dear Mark and Twila Anders: 0 SAM.fte county D OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated November 8, 1999, notifying you that you are in violation of the BCC, and 1998 California Building Code (CBC), at the above -referenced location. As of this date, the following violations still exist: Failure to obtain the required permits, inspections and approvals from this office for finishing attic area of a single family residence and construction of a swimming pool in violation of Butte County Codes as follows: (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy (d) Section 3405 Change in Use Requires Conformance to Code The above violations(s) shall be corrected or abated by you by submitting three (3) complete sets of plan for finishing the attic area and three (3) complete sets of engineered plans for the swimming pool (including calculations), applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten (10) days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Page 2 Mark and Twila Anders AP#025-130-044 Should you have any questions concerning this matter, please contact Scott Rutherford or Michael C. Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector SR:th 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 .0 0 ' PROOF OF SERVICE BY MAIL I am a citizen of the United States and employed in the County of Butte. I am, and was at the time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within action. My business address is Department of Development Services, Building Division. # 7 County Center Drive, Oroville, California 95965. 1 am readily familiar with the County's practice for collection and processing of correspondence/documents for mailing with the United States Postal Service and that said correspondence/documents are deposited with the United States Postal Service in, the ordinary course of business on the same day. On October 10, 2002, a foregoing 10 -Day Letter on the person(s) named below by placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid, addressed as indicated below, and by placing said envelope In the appropriate place within the Department of Development Services where mail is collected for mailing with the United States Postal Services on the same day. X In the United States Postal Service Mail in Oroville, California. Mark and Twila Anders 1229 Almond Avenue Biggs, CA 95917 I declare under penalty of perjury under the laws of the State of California on October 10, 2002 at Oroville, California. December 9, 1999 Mark and Twila Anders 1229 Almond avenue Biggs, CA 95917 RE: Building Code Violations 1229 Almond Avenue, Biggs Dear Mr. and Mrs. Anders: BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 A.P. #025-13-0-044 This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated November 8, 1999 notifying you that you are in violation of the (BCC) at the above -referenced location. As of this date, the following violations still exist. Failure to obtain the required permits, inspections and approvals from this office for finishing attic area for single family residence and constructing swimming pool in violation of the provision of the 1994 Uniform Building Code and Sections 17922 and 18941.5 of the California Health and Safety Codes as follows: (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy (d) Section 502 Change in Use Requires Conformance to Code The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Letter to Mark and Twila Anders RE: Building Code Violations A.P. #025-13-0-044 Page 2 December 9, 1999 Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premise the violation concerns, a description of the violation, the date of -your conviction and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact Scott Rutherford in this office at the address or telephone number listed above. Si erely, Mich el C. Vieira,-C.B.O. Manager, Building Division MCV:dms 1 2 3 4 S 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 0 PROOF OF SERVICE#Y MAIL I am over the age of 18 and not a party of this cause. I am a resident of and employed in the county where the mailing occurred . My business address is: I served the foregoing Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965 SECOND NOTICE VIOLATION LETTER by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage prepaid on9TH of DFI:FMB g . 1999 and addressed as follows: MARK AND TWILA ANDERS 1229 ALMOND AVENUE BIGGS, CA 95917 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on 12/9/99 at OROVILLE , California. 17 Donna Sperling Office Assistant III November 8, 1999 BEAUTY ULFAIRIMENI OFUtVtLUPMtNI bLHVIGt, 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Mark and Twila Anders 1229 Almond Avenue Biggs, CA 95917 RE: Building Code Violations A. -P. #025-13-0-044 1229 Almond Avenue, Biggs Dear Mr. and Mrs. Anders: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above referenced location. Failure to obtain the required permits, inspections and approvals from this office for finishing attic area for single family residence and constructing swimming pool. Since permits and inspections are required- for the above work, submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford in this office at the address or telephone number listed above. Si rely, Mich el C. ieira, C.B.O. Man ger, Building Inspection MCV:dms cc: Assessor COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NC (Rev. 12/96) APPLICATION AND PERMIT A.,CKORPARCdNU�l61 0 0 -Off¢ �°""° �- BUILDING PERMIT owPtn , yq� FTaaKpNB SO. FT. OCC. BUILDING VALUATION ow14E111 KAUNo AOORas �!J / /// �C./P�L. G{� •/ 00 OOWPA=Rv NAM! TOAPHONLr OOM0.ACT01:11 MAL04 AO lalffjE� 70-L/0 , �s5 OON.TRUCnONumER - Ui MARA a AODM Fire lace AacNMCTORENmPeEnTotal Valuatlon i UCEME NO. FGn Fee S 20.00 ARCH"= OR ENOMEERV MA UM AOORESe Permit FeeS D waoMo AooNEss _ Plan Checkin Fee S , ,/p Energy Plan Checking Fee i a -9�TP,o suao��nsNAMe PAAxa MAr PERMIT FEE _ Gj, /Q LUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Tr 7.00 Et�� 23.00 . SFO Duplex O Moblehoms O Other 15.00 OOEcsv Each as water he15.00 TYPE OF WORK Gas"I ing system 1 - s outlets 15.00 New O Addition O Remodel O UII6ll" O Installation O Other O Building sewer 15.00 DescribeWork: Mobile Home S G W @2 0 47 PERMIT FEE S, ELECTRICAL PERMIT Filing Fee 20.00 Main Service 0001 OR mss . _ ......... _ xa oR u:ss 23.00 Main Service 10GA TO 1000A 49.00 i 1 NEW COMT.I . OR AOONs. �a "P'( A. ns 3.50 ' n 8 NotiRESIO. MUM-ovn.ET Q7.5O 9POWER APPARATUS a SMOLE OUntT p0. Ex. Occup. OVREr OR P9QURE5 200 I.OD SAL 0SO PP Ex. Occup. O, si1 M o OR.) 5.00 ` I Temporary Service Misc. Wiring 23.00 III I�A Mobile Home Facilities 20.00 N 23.00 PERMIT FEE _ ,/Q C� 14 I MECHANICAL PERMIT Fling Fee 1 20.00 Heating Cooling Hood 6.50 i Ventilation PERMIT FEt: f V 0 I Mobile Home Installation Fee $ Energy Inspection Fee $ OCc cor6r. Tr PE TOTAL FEE $ 4 2. 0. „•{� 141 NAPEES IMP PL000 COP PARCEL Po �O I est.E This permit is hereby issued under the applicable provisions v} of the Butte County Code and/or Resolutions to do work i indicated above for which fees have been paid. y Date __ - PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT N. . 1Z) (Rev. 12/96) APPLICATION AND PERMIT 4�� ASSESSOR PARCEL NUMBER 025-130-044 ZONING A 40 BUILDING PERMIT OWNER ANDERS, MARK & TWILLA TELEPHONE SO. FT. OCC. BUILDING VALUATION 917 24 22,008 OWNERS MAILING ADDRESS 1229 ALMOND AVENUE, BIGGS CONTRACTOR'S NAME TOM APPLEGARTH TELEPHNE 1751— 7031 CONTRACTORS MAILING ADD 1258 HASS TT AVENUE, YUBA CITY 95991 CONSTRUCTION Fireplace LENDER'S MPJ S -� - Total Valuation $ 22,008 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 234.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 152 10 BUILDINGADDRESS 1229 ALMOND AVENUE, BIGGS Energy Plan Checking Fee $ PERMIT FEE $ LOTNO.a I SUBDNISIONS NAME 9 PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF XX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other kiX Describe Work: CONVERT UNFINISHED ATTIC AREA TO LIVING AREA. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Llc. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 NEW CONST. DWEWNG OCCUCUP. EL OR ADDNS. ( s ACC. BLDs. SO 32, 10 3.50x: NO CONS..'MULTI-OUTLET @7,50 POWER APPARATUS a SINGLE ounzr CIR. Ex. Occu OUTLET OR FIXTURES RURES 00 2 p 1. @ .SO50 Ex. Occup. oFluri>Drs RESID.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 52.10 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ,❑ I {ave and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not.be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'HAZ. compensation laws of California, and agree that if I should become subject to the workers' compensation rovisions of s tion 3700 of the Labor Code, I shall forthwith comply with o provisions. , X Date Sig ature of A pl' wner actor ❑ Agent An OSHA permit i required f excavation ver 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating —Cooling Hood 6.50 Ventilation ' PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ TYPE TOT FEE $ locccorsT. D. FEES I P FLOOD CDf p PD S E This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date 'Receipt No. (4 q WHITE-D.D. AN OR PINK -I CTOR GOLDENROD -APPLICANT 1 1, C4, r- Y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMT S N . Q (Rev. 12/96) APPLICATION AND PERMIT. ASSESSOR PARCEL NUMBER 025-130-044 ZONING A 40 BUILDINGPERMIT OWNER ANDERS, MARK & TWILLA TELEPHONE SO. FT. OCC. BUILDING VALUATION 1 917 24 22,008 OWNERS;MAIUNG ADDRESS 1229 ALMOND AVENUE, BIGGS CONTRACTOR'S NAME TOM APPLEGARTH TELEPHONE 751-7031 _ CONTRACTORS MAILING AODRE7258 HASSETT AVENUE, YUBA CITY 95991 CONSTRUCTION lE le 04! LENDER'S MN s 0✓ Fireplace Total Valuation Is22,008 ARCHITECT OR ENGINEER ^ LICENSE NO. F@@ $ 20.00 —Filing Permit Fee $ 234.00 ,,ARCHITECTOR GI!JEERS MAILING ADDRESS Plan Checking Fee $ 152 10 BUILYDING AODRES _ 1229_ ALMOND AVE UE,--BIGGS - Energy Plan Checking Fee $3.00 _ I PERMIT FEE $. COT NO -.. ' ••• .' SueuNISIONSNAME `• �. rY.Y. .-ter-�.-.-v.r �...-+.r-'T ""`,:PARCEL^MAP... ..-+•-.....' ._.-._ .-'_ _. ... PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other `I SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 ITYPE OF WORK New ❑ Addition ❑ Remodel iQ Utilities ❑ Installation ❑ Other 1 Describe Work: CONVERT UNDINISHED ATTIC AREA TO LIVING i AREA. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 6000,Vow mss 23.00 LIC,,ENSED CONTRACTOR'S DECLARATION * � "j,hereb�ffirm unde penalty of pe jury that I am licensed under provisions of Chapter •J (commencing witl Section,t7000) of Division 3 of the Business and Professions Code, :and my license is in full force and effect. License Class { f' Lic. No. - ".OWNER -BUILDER DECLARATION ``-- I hereby affirm under penalty.of perjury that I am exempt from the Contractors•License Law for the following reason: ❑ I; as owner of the property, or my employees with wages as their sole compensation, :111 do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt"under Sec, Business and Professions• Code for. this reason Main Service To 46.00 NEW CONST. DWELLING OCCUP. WEL CC oNS. ( & AOMULTco� N SO 3.540E wAD NOF4RESID, CIRCUITSBRANCH *@7.50 POWER APPARATUS ° swGLE Gur> Er CIR. Ex. Occu OUTLET OR FIXTURES @ I' 50 �L w FIXED APP LlS. OR Ex. Occu .' oUTLETsIF=.) F=. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 " - `PERMIT FEE $ 52 1Q WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of'the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation rovisions of section 3700 of the Labor Code, I -shall forthwith comply with4yose provisions. X Date Sig ture of plica - ner ❑'Q actor ❑ Agent An OSHA permit is required fo excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 1 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOT t FEE $ HAZ. D. FEES IV FLOOD I CDF Po kb ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON I Dale Receipt No. WHITE -D.D.S -B. AN OR I PINK-Ift9isr.CTOR GOLDENROD -APPLICANT 04 R 3 4 q COUNTY OF,BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERM T NO. (Rev.12/96)� ' APPLICATION AND PERMIT Z) 0 _ 40W ASSESSOR PARCEL NUMBER 025-130-044 ZONING A 40 BUILDING PERMIT OWNER ANDERS, MARK & TWILLA TELEPHONE SQ. FT. OCC. BUILDING VALUATION 17 4 22,008 OWNERS. MAILING ADDRESS 1229 ALMOND AVENUE, BIGGS ' CONTRACTOR'S NAME TOM APPLEGARTH TELEPHONE 751-7031 CONTRACTORS MAILING ADDRESf258 HASSETT AVENUE, YUBA CITY 95991 CONSTRUCTION LE ,.,•r- /1 (r f Fireplace LENDER'S MAI G Rfs S=-- ' - Total Valuation $ 22,008 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 234.00 ARCHfTECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS --• ,., 1229 ALMOND AVE5M,' BIGGS Energy Plan Checking Fee $ PERMIT F E_,,S. • PLUMBING UING PERM - 4 Filing Fee 20.00 .r .,-§UBDN'SiS QSF15 MAA12'''' •..+w:x..:,, • - .'..y rti •�� _ Lv .'PA L` e_ . USEOFSTRUCTURE SF ]a Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: CONVERT 1N DINISHED ATTIC AREA TO LIVING AREA. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V LESS Main Service p AOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION ''I,hereby-effirm under' penalty of perjury that I am licensed under provisions of Chapter J (commencing with SectioK 7000) of Division 3 of the Business and Professions Code, 'and my license is in full for and effect. License Class '` Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. ,+Business and -Professions Code far this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy NumberMobile (The above sections need not be competed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of se tion 3700 of the Labor Code, I shall forthwith comply with Ise provisions. X _ ,, ,/� Date Sig ture o pli rff - '❑°' ner ❑ Contractor ❑ Agent An OSHA permit is equired fof excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. sLDS. SO 3.50FT. 32 10 NOP4-..,D ' MULTI.OUTLETLI. ..@7.50 POWER APPARATus 6 SINGLE 011rLET US P.IN OR FIXTURES 20 Q 1.00 Ex. Occup.BAS @ .50 LNS Ex. Occup. ° DSR D.°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 52.10 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 1AR1 ?n HA2. D. FEES I P FLOOD COF PAR L PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Date Receipt No. 44 WHITE -D. D. __ AN ARY-AS6 E&9OR I PINK -INSPECTOR GOLDENROD -APPLICANT I (Rev. 12/96) COUNTY OFIBUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT, No. 14 APPLICATION AND PERMIT ` ASSESSOR PARCEL NUMBER 025-130-044 ZONING A 40 BUILDING PERMIT OWNER AI•tI?1:RS w MARK & TWII.LA TELEPHONE SO. FT. OCC. BUILDING VALUATION Q P1 717 a'6 24 22,00 OWNERS MAILING ADDRESS 2229 ALMOND AVF,.'�tiF:, BIGGS CONTRACTOR'S NAME TOM APPLEZARTH TELEPHONE 751-70&, CONTRACTORS MAILING ADDRE12% HASSE'TT AVP,M, YUBA CITY 95991 i! CONSTRUCTION ]j ,/)j f y Fireplace LENDER'S MAIUNG ADDRESS .- - Total Valuation $ 21.0019 ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ 34.00 ARCHITECT OR ENGINEERS MPJUNG ADDRESS Plan Checking Fee $1152.11) BUILDING ADDRESS 1229 ALMOND AVF1 .,, BIGGS Energy Plan Checking Fee $ 23,00 $ PERMIT F E S lX3TN6. . •••- tUBDN ISN'SAAME � f ;, ` .. ... ., -.`. �.., .,:.. ..-PAAC L A ; - ..'°, PLUMBING PERMIT -.- - Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK�ttrr New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other tt� CONVERT TIMINISNP.D ATTIC ARTA TO LIVING Describe Work: AREA. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home § _G W @20.00 PERMIT FEE S } ELECTRICAL PERMIT Filing Fee 20.00 Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under, penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class ` Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. ^,.Business and•Professions Code for this reason Main Service TO 46.00 CCU000A WEE200A NEW CONST. � DWELLING OCCUP. ADDNS. & ACC. BLDS. 3.5¢F°-32,10 NOR EW CONS . NON RESID.LT' c @7.50 POWER APPARATus b SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @''50FIXTURES BAL @ .50 Ex. Occup. OUIXED REESSID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 `PERMIT FEE 4FT WORKERS' COMPENSATION DECLARATION l -hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number tr (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �` " - e X' Date .Contractor ❑ Agent Sig tiuire of Applicant = E3 Owner 6=85t An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 481.20 HAA. D FEES IMP, FLOOD COF PAR PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ate Receipt No. 1`�'� s WHITE-D.D.S.- .D.- '-0AN71 Y -A E OR I PINK-INSPE01OR GOLDENROD -APPLICANT # He+• I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION x 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 44de.5 ASSESSOR PARCEL NUMBER: F j- �✓t/ 0 Proposed Building Use: Building Inspector: G- r Date: .2 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1 All items have been submitted.-------------=------------------------------=----------------=---------=-=---=------- lot plans, 3A sets, signed by the preparer of plans. -- P Complete plans, 3/4 sets, signed by the preparer of plan- �-srvw----------- -- --- ---- -- �'o LtAIC-u--------------- --- 1ke0A1. E14.Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- &,A5 ngineered truss details and layout -in duplicate (required prior to plan review) No faxes! Energy Design Compliance and supporting documentation. ----------------------- ---------- , ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. -------------------------------------- 118. Hazardous Material Form. ---------: ----------- - ;;- ---a---- - ❑ 9. anufactured Home data and installation instructions including'Tie Down Speer Feesof $ --------------------------------------------------------- Impact fees as shown on the attached schedule. ------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. ----------------------------- El 113. Flood elevation certificate. ------------------------------------------------------------ '6. Sanitation and plot plan approval ACO Health Department. --------------- ❑ 15. City of Chico plumbing permit.------------------------------------------------------- ---------------- ❑ 16. Plot plan and business license approval from the City of Biggs. -------------=--=----=-=----------==---------- ❑ 17. Planning approval for(A) Use: (B) Parking: ---=-------------=-------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy).---------------------------- Pre-inspection for required Request to Building Inspector on ontractor's license information. (Number, Name Style, Classification). ----------------------------- 2 .Workers' Compensation carrier and policy number. ---------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- 1:124. ------------------------------ ❑24. Letter of signature authorization. ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. --?--------------= "- `=-�--------------- ---- ----- --- ----==: ------- t-1 27. ❑27. Manufactured Home utility c earance.------------------------ --------------------------------------------------- ❑ 28. Existing violations and/or expired permits. --------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: a (Date) en you issue the permit, process as follows 11Mail to owner, OM[ail to contractor. ❑Telephone /S7 — 768 / and hold for pickup at ©office. ❑ Deli with inspector. _te Apphcan� Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ - ollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List "i. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in 11Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 025-13-0-044 00-0041 B,E ANDERS, Mark/Twila 1229 Almond Ave, Biggs r (conv unfinished attic/Applegarth) 1 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card In a safe, conspicuous place. Do not remove until all required inspections are made and building Is approved for occupancy. Plans must be avail-`;.. �__��_ �..ti_��•e�. A. P. No.: 025-13-0-044 �0070041_ B, E_�.,__-_-..t ANDERS Mark/Twila , Owner __1229 -Almond Ave Biggs Contras (conv-unfinished+attic/Appiegarth)�- Permit No.--- PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION I DATE I INSPECTOR Conduit Pre-Gunite Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab Shower Pan Insulation Fireplace Footings Fireplace Throat �3oNotsC Stucco Lath Scratch and Brown Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Buildina or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY formation:::>d`=Flrins .. Addresses > > >> < <» s ..In . . ........................................................................................................................ Ciroville - 7 County Center Drive 538-7541 538-7636 Chico - 411 Main Street 891-2751 891.2834 Revised 7/94 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION FOR YOUR CONVENIENCE USE THIS CARD WHEN CALLING FOR INSPECTION 24 HOUR INSPECTION REQUES Phone Numbers: Oroville Offic : 538-7636 Chico Office: M- 834 (Lines will be out of service 7:30 a.m. to 8:00 a.m.) Please write down your information prior to calling this number. Speak slowly and clearly. Sequence of information required to make inspection request: Building Permit # d " Owner's Name Job Location Type of Inspection Wanted Date Inspection Wanted PLEASE USE THIS SERVICE FOR ALL INSPECTION REQUESTS For other business contact: Oroville Office - 538-7541 (Monday - Friday, 8:00 - 4:00) . Chico Office - 891-2751 (Monday - Friday, 8:00-12:00 & 1:00 - 4:00) RE: Attached Building Permit Dear Permittee: �` butte count, LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538.7541 FAX: 19161538-2140 Attached is your building permit along with the approved set of plans and a job card. Please post the job card on the job site in a conspicuous location for the inspector to sign during the various phases of construction, and also have the approved set of plans on the site at all times. Inspections will not be made if the job card and approved plans are not on the job at the time of inspection. Please review the approved set of plans before construction and make note of any corrections made in red. If any of these notes or corrections are not clear to you, please contact this office - do not proceed with the work without making the correction. The job card must be signed by the inspector before proceeding with each item listed. Should he not sign the card, a white correction notice will list the corrections to be made and a call back inspection must be made before going any further. Please allow 24 hours for inspection service. As a reminder to you, it is illegal to occupy this building or portion of building for which this permit is issued without approval from this office. On certain occasions a temporary occupancy will be permitted. Please do not confuse gas or electrical service to the building as an occupancy clearance. Before occupancy, all of the "final items" listed on the job card must be signed by the inspector or special permission given. Your permit expires one year from date of issuance. If the work has started, but is not completed and finaled by the expiration date, a renewal permit is required. If the renewal application has not been made within 30 days of the original permit expiration date, or if the work has not commenced, a new permit application and fees will be required. Should you have any questions concerning this letter or any other matter pertaining to building construction, please do not hesitate to contact this office. Micliael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments NOTES RESIDENTIAL. PERMIT 025-13-0-044-- --00-0041 B; E ANDERS, Mark/Twila +1229 Almond Ave, Biggs �(conv unfinished attic/Applegarth) r SPECIACCONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature ,/ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor ❑ Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Fallowing Instld./Drive ❑ Yes U NoMalks Q Yes 0 No/Planters ❑ Yes ] No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 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 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Fallowing Instld./Drive ❑ Yes U NoMalks Q Yes 0 No/Planters ❑ Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted 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: ✓ = OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ %'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel, 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-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 FINAL (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- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 NAME ADDRESS BUTTE COUNTY T,-,,;/,, e PLEASE POST THIS IDENTIFICATION CARD IN A CONSPICUOUS PLACE AND VISIBLE FROM THE ROAD 12/2/90 A.P.N. � 025-13-044 #98-2400 RESIDENTIAL %, ANDER S, MARK & TWILLA 1229 ALMOND AVE. BIGG,( APPLEGARTH t PERMIT NO. _�w sr 'PERMIT EXPIRES t •. .]OWNER Ofa CONTR. OFFICE COPY FASSESSOR I Address s A LOCATION I GAS : : I Meter By Dat �-.'•� ® yTl"''� ' ELECTRIC Meter By ��—Date r J OFFICE COPY •Zi a Address � GAS `Date ' Meter By ' ELECTRI Date s. Meter By ' l i; f -3 0 -f� CHECKED 4 SRA BY t FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY "Temp. Power Pole s= Called PG&E Temp. Elec. Service y. f« i' Called PG&E 'n emp. Gas Service / 'Called PG&E OB FINALED (Date) . Signature V=OK 0 = Not OK •=Not NoMOBILE HOMES t Ready MOBILE Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns-Connections-Splice-DecakEnclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location-TestVJrap; / /`Uft. / /Nat. or/ / L"ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frrng.; Sils-AnchorsStuds-Rttrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test-Demand-Velve�Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-Connections-Splice-DecakEnclosures 6. Carports; Windows -Doors 7. Electric 8. Frrng.; Sils-AnchorsStuds-Rttrs-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 LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK - = Not Apl = Not Rea Date (Plans) OK except RESIDENTIAL (Single & Duplex) IEs Date FRAMII b✓ . X., Main; Soils-Elec. Gmd. / - P Ftg. De Ftg. Garage; Soils-Steel-Elec. Gmd/.I.Ftg. Dep •` 4. Ftg. Porches & Decks; Soils -Steel-/ /" Ftg. Depth S walls, Main; Steel-Blockouts-Wrapped Ste ells, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel ir 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. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation ' 16. Insulation Date ' - I fj - Card B- Date Card B-1 Date _ � and B-1 Date Card B-1 Date PLUMBIN (Pe OK except #'s 1 ater Htr.; Vent -Access -Combustion Air Baffle 18. ter Pipe; Test & Anchor -Nail Protection 19 . .V.; Test Fittings & Anchor -Nail Protection 140,�ower Pan; Test, First Floor -Tub Access -. 21._W Tub & Shower, Second Floor -Tub Access Gas Pipe• ' e & Anchors Dat d Date Card B-1 Date Card B-1 Date Card B-1 Date__ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection 2 Receptacles Spacing -Lights & Switches at Doors o s & No. of Conductors Stapled Ro x stalled Close to Edge of Studs & C.J. Equip Ground made up w/Mech Fastners-Bond Gas & Water 28. pliance Circuts in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Ins ted Neutral 0 Yes 0 No e 'ce-Riser Conductors & Ground -Main Disconect 11 32. quip. Clearances Panels -Motors -Meeh. Epuip. . CI es Closet Light -Shower Light -Spa Light c i Smoke Detector Date Card B-1 Date Card B-1 Date v vV Card B-1 Date Card B-1 Date ECHANICAL (Permit) OK except #'s A.0 Ducts Insulation & Support 36. ent Fan, Exhaust above insulation 7. ndensate Drain & Overflow, Size & Grade F�;n'ance-Vent Access -Comb. Air -Return Air Vent 115 outlet 3 ttic Access & Platform if Furnace in Attic Dat / L,/ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s s Proper Materials & Anchors 1' IIs Studs -Nailing Spacing & Braces -Plates -Sound 42: Baring Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 44!Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs H ders & Beams -Size & Bearing 42%Cli . oist-Rttr Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. !21.2ieplace,Ties or Type A Flue -Fireplace Throat clearance � . AtUy1>ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 59/t�d i do's or Exiting Doors -Sill Hgt. & Dimensions 5 e Fire Protection Framing Pro FVLine Firewall & Openings 53 t. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5Y. Ply Roof Overhang -Attic Vents -Rafter Outriggers Sf}/S`i ' g -Nailing Veneer 9-StgrwMesh-Drip Screed -Fd. Vents-Underflr. Access 60. Blacglnterior / Ext6rior Wall Panels 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 Ext -Steps -Door & Sidelight Protection -Landings Smoke Detector tv66--rumace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection edroom Exiting LiYG.FI. & Bath Fixtures & Tub Access -Spa I Trim & Subpanel, Breaker Sizes & Labels tairs &.Rails 7 iTplace or Stove, Clearance -Hearth ,W. €let is at Wood Panel, Int. & Ext. it. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73.' Elec lets & Receoticales at Kit. Counter 75. A. c 'n Gara a -Dam r 76. W .; Vents -Clearance -Comb. Air Connector-P.R.V. In Gar ;"Above Floor -Meth. Protection , 77. EI . Meth. Equip. Listed for Location 78. . Rece cies in Garage G.F.I. -Romex Protection Insu jWifn-Foam-Looked in Attic 80. Guard r ' Deck Construction -Post Caps VBents & Crawl Hole Door Drainage & Wood -Earth Clear Looked under Floor Yes 82. owing Instl mre 0 Yes 0 NoAValks 0 Yes 0 /Planters 0 Yes 0 No 83. Stu -Finish 85. V bove Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing ' let "87 Exte . Trim, G.F.I. Receptacle Underground entiWon Throuaht House K89. qlarfs Protection Corr",,/from from Previous Inspections as -Meters Tagged, Gas -Electric OR-Wate Sewer Connected -C/O to Grade -HD Approval 414 %A ergy Compliance Certificate -Other Certificates Date - and B- @� Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: INSTALLATION CERTIFICATE ' Site Address _ CF -6k zea V Permit Number An installation certificate is required to be posted at the building site or made available for al; appropriate Inspect;ons. (The information pro -sided on this forni is required; however, use of this form to provide the unforrttttion is optional.) After completion of final inspection, a copy must he provided to the building department (upon req,,cst) nntl the building o%.yner at accupane ', per Section 10-103(b). HVAC SYSTEMS: Healing Equipment Equip. x of [I1lcicnc 1Ype(pke. CE::crtificdhtf-Nanie Identical .r _..—_...–—`ya��i oo=td yr __5 .t n••–� --- (_ACfF-JIFR,-�•Qayl.ue tt1i)cucelDuct v., Hertin g iA:ac�aatcinitYcton 1ptg Load /0 _�f,K �61 Inc rill y Cooling Equiliment Equip. CF(" C'eniticd Compressor pressor N of FfficiencY i Duct C.)oling Conlin Yf= ;Pk$• unit `S!r Name and identical (SEFR., etc.) l acaGori Duct g I � n „ r l.aad C.up;+cuy. —RCF -1l: value) [9uir.i R•vah.e (t31r Ari f%Sa(�.-oyg 1. > reads f;tearer than ar equal its --- _ 1, the undersig(ied, verify that equipment listed above is: i) is the acrual equipment installed, 2;) equivalent to or snore – efficient than. that specified in the certificate of compliance (Form CF - IR) submitted (r)r complit rrrc with t!nc t;itr �j 'Wiciencl' Sur,�dards fur residential buildings, and 3) equipment that meets or exceeds the appropnate requirements for manufactured devices (ttotn the .4Vli(nce El iciency Regulations or Part 6), wt;ere applicable. Signatnrc, L)a - `P�c �' __ �� • installing Subca tactor (Lo. Name) WATER Ni:.t►'1'[1VG SYS'T1E!115; UR. Geuetal Contractor (Co. Name I OR Owner Heats r: Distribution If Recir-Ai of Rated' 1'rnk cRi• �� �_C C'eni:red �1fr 1'ypel•Std, culation Identical imp tfk1V �'oiuuie cienty' S(ontlhp' Insulation ,,T\ pe Natre Sc aviudcl :dumber Point-of=Usc) Control T w x Sj,stems or D;u/hr Z.') Far 3111211 gas stornge(rated input of less thou ar equal to 75,000 $tu/hr), electric resistance and heat pump wfltet• heaters, list Er r-, Factor }'ur large gas storage nater hcafers(rated input of ;rester than X5,000 Btu,9tr), list Receeely Efticicncy, Standby Loss and R ltcd Input. For instantaneous gas water heater) list Recovery cfficiemcy and Rated Input. 3. R• 12 cel;rnal insulation is mandarxy fors(orage water heaters with an energy factor of less than 0.58. s.� Guucets �: Shower Heads: All faucets and showerheads installed are certified to the Commission, pursuant to Title 24, Part 6. Section 1 11. 1, the undersigned, verify that cquilrruent listed above my signature is: 1) the actual equipment installed; 2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -IR) subnnitted for compliance wah ;he ..ergy ffictenct, Standards for residential buildings; and 3) equipment that meets or exceeds nine appropriate ray i en nf r mail ufactu'ed devices (from the:4ppliance lyjlicizrtcY Rego/alions or Part C,), where applicable. r Si n tete, Uatr. Installing Subcontractor (Co. Name) OR COPY TO: Building Department General Contractor (Co. Namc) OR Owner iiE RS Provider (if applicable) B.tildine Owner at Occuprncy Jtaly 1, 1999 CEF*IFICATION OF INSUL4ION SIC -303 BUILDER COPY ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS LOT M P•O.BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 k '00 P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326PONDS SA WAY, LAS VEGAS, NV 89118 LIC. #10675 /19 / ha 421 O��F /7/. .4 -00 1 - T DAIN O OMP FLOORS ( SQUARE FEET) ( )QUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNES WEIGHT PER SQUARE FOOT INSTALLED THICKNESS KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE • MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SI NATURE -I SUl ION CONTRACTOR TITLE DATE MANAGER ,(� N� SIGNATURE -GERMAL CONTRACTOR TITLE DATE REMARKS: V SIC -303 BUILDER COPY COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES >BUILDI IVISION 7 County Center Drive,Orov�ille, California 95965 • Telephone 38-754 ;g- T NO. (Rev. 12/96) APPLICATION AND pERII,�IT �// ASSESSOR PARCEL NUMBER 25-13-44 ZONING . , BUILDING PERMIT OWNER ANDERS, MARK & TWILLA TELEPHONE SO. FT. OCC. BUILDING VALUATION ') 185 416-00 s OWNER'S MAIu r, "GY�'� HASSETT AVE. #10, YUBA CITY 17.2TJ, 21,296,00 CONTRACTOR'S APPLEGARTH917 - fi ni ed Attic 11 17R on 1691 21-071-00 CONTRACTl` u11? rrT AVE. #10, YUBA CITY, gggq'+ Q24-00 CONSTRUCTI LE Fireplace 19YA LENDER'S MAILING ADDRESS Total Valuation $ 2.63 607.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1213.5 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 788.78 BUILDINGADDRESS 1229 ALMOND AVE. Energy Plan Checking Fee $ 23.00 $ BIGGS PERMIT FEE $ 2045.28 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 131 7.00 0'1.00 USEOFSTRUCTURE SF 1,V Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 -1--.00 Each as water heater or vent 15.00 15. OC, TYPE OF WORK New )] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW S/F Gas piping system t - 5 outlets 15.00 21 •0CI Building sewer 15.00 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ 177 rfl ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service 200A OR LESS 23.00 i ^ 0: LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.p �7 `7 License Class Lic. No. 3 (�rif A / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' pensation in prance carrier and policy number are: Carrier60 117 ? �. �6A . Policy Number 67:7 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f ' w' omply wit those provisions. G X Date 1/-�2-� [ Sign ure licant O ner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 l• NEW CONST. owEwNo OCCUP. SO OR ADDNS. ( 8 ACC. BLDS. 3.5Q 195 i NEW °FSID. MULTI -OUTLET Qa 7.50 POWER APPARATUS B SINGLE OUTLET CIR. ~ 20 @ I'00 OUTLET OR FDCTURES Ex. Occup. sAL o .w Ex. Occup. Dig pM .DEp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 23�. C 2 MECHANICAL PERMIT Fling Fee 20.00 Heating 2 20.00. 40. 00 Cooling 2 25 S Hood 6.50 Ventilation A S 99-50 PERMIT FES $ q nn Mobile Home Installation Fee $ Energy Inspection Fee $ 46 nn OCC CONST. TYPE OTAL FEE $ 2645.23 �HAZ. D. IMP FLOOD .� CDF .. pARCEL This permit is hereby issued under of the utte County Code and/or inch to boa for hich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. �` 7 p Da O �l Date ReceiptNo. 250892 $716.35 2$//7p / ,ZL?, WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSP TOR GOLDENROD -APPLICANT 11 .c �t E.H. USE ONLY •' Plot Plan Attached Floor Plan Atylched� Sent to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner \ Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for J dwelling. Other Hold final for: Final clearance O.K. for: NOTE: vironmental Health Specialist ' I Date � 9 ~COUNTY OF BUTTE DEPART11ld FDE LOPMENT SERVICES - BUILD DIVISION 7 COUNTY CENTER DRIVE - MOVILL C 'IFORNIA 95965 - TELEPHONE(916 -7541 PERMITARPLICATION DATA SHEET OWNER: Amd.Lu� 4ASSESSOR PARCEL NUMBER: ZS — V`5 —41 - Proposed Building Use [= Building Inspector: '�1 4 Date: 10— i fo At time of permit 4pplication, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted. -------------------------- f ---Viii` _j------------------------------------------- ❑ 2. PloM/4 sets, signed by the preparer of plans. ----------------------------ti ------------------------------- Complete plans, 3/4 sets, signed by the preparer of plans. ---------------- -t C ktrigineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -=------ - . ngineered truss details and layout in duplicate (required prior to plan review) No faxes! ----------- t ------ og&*Snergy ---------=------ Onergy Design Compliance and supporting documentation. ------------------------------ ------------ �'------ 07. Statement of Intent for Non -Heated and A/C Buildings. --------------------- ----------------------------------- ti 08. Hazardous Material Form. ------------------------------------------------------------------------------------------ . Manufactured Home data and installation instructions including Tie Down Specifications.------------------ ,��,�� eesof $------------------------------------------------------------------------------------- U -`vim Impact fees as shown on the attached schedule. ---------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.------------------------------------------------------- ❑ 13. Flood elevation certificate.----------------------------------------------------- n --------------------------------- tNiCity Sanitation and plot plan approval vt ealth Department. ------------------------------------------- I of Chico plumbing permit.-----------------------------`--------------------------------------------------- Ell 6. Plot plan and business license approval from the City of Biggs ------------------------------ - ------------ 17. Plannin 'a royal for A Use; Fpoved fof �'� �- nancaivv 11 ; g PP ()�) Parking: i . (ilQ ■ 18. Contact Land Development about ■ Improvements, ■ Drainage, ■ Legaft. I t1 � It /2l9 ji ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ------------------------ ❑ 20. Pre -inspection for required. Request to Building Inspector on Contractor's license information. (Number, Name Style, Classification). ----------------------------- ��%F •Workers' Compensation carrier and policy number. --------------------------------- ------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- ` / 4 Letter of signature authorization. -------------------------------------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- 026. Letter of intent on building use.---------------------------------------------------------------------------- 027 Manufactured Home utility clearance. ------------------------------- ----- — ---------------------L-------/--------- 8 sting violatio and/or expired permits. --# _Mt �-r---s}�t-L(��---i--�1` _------- 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- ❑3 0. Other: _ 5��. /1�1 �T' v t14, -Y A L t tr2 ------- (Date} When you issue the perms[, process as follows ❑ Mail to owner, ❑Mail to contractor. ft4le'lphone �1SI --703 1 and hold for pickup at �rOU (l I `2 off'i . ❑ Deliver with inspector. Applicant: 4�y�Date: Copy of Haz-Mat form sent ❑ Health Department, 11Fire Department, 13Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ 1nDate: By: 1. Index permit application for the above items numbered: lan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: ntractor esigner, owner, was advised of the above required data byAphone, ❑ mail, ❑ Building Division counter, by� Dater g Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner as 13Elof the above required data by ❑ phone, mail, Building Division counter, by Date: Plans reviewed by: �j Date: Plans approved by: Date: Sets of plans on hold in)RPlan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. w ! e ;4 f � ' I� q_ �C r f s i:-1 � �' f � ir�.a`r'�-�-r�.-+ � U L'- �K �-s-,.-n:�L}' "�+`� -i , �7. ^ ..I-1`�r ti inc COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER 1md e, A. PROPOSED' BUILDING USE 51 F 3 �'� r'n r DATE O _ t to �--- RECEIPT # DATE REC BUILDING PERMIT FEES -- Balance Due .. ....... $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ At) 2. SCHOOL DISTRICT FEES (paid at District Office)/9,1 _;. SHERIFF FEES (paid at Building Division) Pi1��CJ�� �OV`S� nT OCUy� Residential .....:.. x $360.00 = $ units Commercial (sq. ft.).. x $0.03 = $ Sq.Ft. . 4. URBAN AREA FEES (paid at Building Division) j Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8.. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of thebuilding permit. These fees may be changed during the plan checking process. APPLICANT DATE ; 0 q Pursuant to Government Code tin 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 Govemment Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) DEPARTMENT OF I 7 COUNTY CENTER DI OWNER I PROPOSED. BUILDING USE ( Dl. BUILDING PERMIT FEES $ -- Additional Fees Due ........... $ UNTY OF BUTTr' PMENT SERVICES - 11-` UOiLDING, * ZIVISION 0V W t 'iLiE CA 95965 TELEPHO916) 538-7541 OF RECEIPT OF FEES DATE 107 1 (0 - 19 e 5,'° 3 RECEIPT # DATE REC Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at F�tCrJQQfr@e) A 1119 , . -e t_'3. SHERIFF FEES (paid at Building Division 'e,4(c -in but' (j 0 I Residential ........ x.$360.00 = $ Units VC1 Commercial (sq* ft.). x $0.03 = $ Sq.Ft. Eo cd WrWn�gg't i v i s i o n' A( 4A 14. URBAN AREA FEE�j Residential (per unit) x PP $ & 1 1b �121C a #Units Amt. Commercial (sq.ft.) .. x =$ • Sq.Ft. Amt. Office) 5. RECREATION DISTRICT FEES (paid at District 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) f 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) A3:ER—TENDER FEES (Battalion #)77----::�,rr� )lf,-,..--.7�r(C .wilding Division) * 9r CSA 0TRAFFIC'FEE $2500.0(paid attu"ilding Division) 10. OTHER I I At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DAT tPuf's—uant-lb,,Government Code Section 660�20, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have beenJ, -posed on your 'r - I r ) -e7 Im You have 90 days from the date of approv' project- —-_�fo al of the project orTrom the imposition of the above mentioned items dikliTkiwhich yod,may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy -Applicant 3rd Copy - Owner lRey. 91,97V L/ 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 •4Telephone (530) 538-7541 PERMIT NO. (Rev.IW6) APPLICATION AND PERMIT ASSEMRPARC&NUIl61 DONIM BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION OWNen3 MAUNO AOOR68S S 2 CONfMCIOR'e NAI! TEt�IgNE OONfRACTCR,s MALMO AOOFMS - 2 (A9 Fwi SU4S Arf-i(e,32 CONSTRUCTION LENDot LENoors MARM AOOF=8 Fireplace 2X4AAC0 Total Valuation S p s '�� OR ENOMM ucF�ae N0. Filina Fee S 20.00 ARCNRFCT OR 09MM is MAJUM AOOAM Permit Fee $ Jr"® Plan Checkina Fee S °1J1DN0A0°MS Energy Plan Checking Fee i S PERMIT FEE _ un NO. susoNsommue PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap 111 7.00 00 Solar or heat pump water heater 23.00 SF 0 Duplex O Moblehome O Other Water piping 15.00 t�5-, 00 Each gas water heater or vent 15.00 5' eo TYPE OF WORK Gas piping systern 1 - 5 outkite 15.00 � 00 New o Addison 0 Remodel o UtlMes o nemmtlon 0 other 0 Building sewer 15.00 5. Describe Work: Mobile Home I S I G I W 020.00 PERMIT FEE _ 117, 00 ELECTRICAL PERMIT -FIHngfFeeI 20.00 Main Service 40=CORRR lise 23.00 2_1 C6 Main Service 2WA TO +000A 48.00 NEW CONST. owairto ooeua 9 5¢Fsar OR ADONS. a ACC. atDa. J NON.RES0.' RANCHMULTI-CIFICUITS unFr @7.50 Powat APPARAns a 9 O Cal EX. Occup. OUTIXT OR FWURES 2*L ® St m Ex. Occu o to �� El 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE 00 . MECHANICAL PERMIT Fling Fee 20.00 Heating 00 0.. LO Cooling Z 570, CO Hood 6.50 -50 Ventilation _Sa 150 PERMIT FES $ _ 06 Mobile Home Installation Fee $ Energy Inspection Fee S ff OCC CONST. WK TOTAL FEE $ NAZ 1 0. PEES IMP I ADOO I COP 7 This permit is hereby Issued under the applicable provisions 1 of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date �— Receipt No.I PERMIT EXPIRES ON WHITE-D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR . GOLDENROD -APPLICANT _. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive -. Oroville, California 95965 • Telephone (530) 538-7541 P NO. (Rev. 12/96) APLICATION AND PERMIT � �`MfT ASSESSORPARCELNULISER ol 5,13 zONNG _ b BUILDING PERMIT OWNER _" � LEPHONE SO. FT. OCC. BUILDING VALUATION ,• /- p../f� • OWNEA9lr{0 Roo •i�./YIM�� t CONT= R'S CiC.V 1' 1 I �� ✓ 'lv` CJS TSL PHOrm t� �LZJ CONTRACTO S NG ADOIREsS CONSTRUCTION LENDER T 910 LENDERS AWUNG ADDRESS Fireplace -jOC,)Q Total Valuation L ARCHITECT OR ENGINEER LICENSE NO. Filina Fee S 20.00 Permit Fee a ARCWMCT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee S SUILDINGADDRESS ; a, ci Q� •1�' 1 ` �' �© �L3L•- ��i v Q` Ener Plan Checking Fee Energy g $ - Bc S PERMIT FEE $ S LOT No. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF uplex ❑ Mobilehome ❑ Other BP8CF Each Trap 7.00 : S,' r Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation stallation ❑ Other ❑ Describe Work: lu � I In stem 1 - 5 outlets 15.00 (S, Building sewer 15.00 CJ .0 Mobile Home I S I G I W (920.00 PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 Main Service =OORR 11 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1,•as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height Main Service 20M TO IOWA 46.00 NEW CONST. DwEil•q OCCUP. s0 OR ADS• a ACC..0cc 3.5¢17. N ON}RESID. RANCH UTLET ea 7.50 POWER APPARATUS . a SINGLE OLmEr CIR Ex. Occu • ODOR FKMES ep ®� o Ex. Occup. OMTS ES16.1 EE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Filing Fee 20.00 Heating 2.01_ Cooling Hood 6.50 (9,5 Ventilation 5 , 9D �s PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ (p. t7p OCC CONST TYP TOTAL FEES 21 -17 t !]]2d IMP PLAOo COP PARC PD HD ssuE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date To rReceiptNo2sm!3I log E-D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT 10 3C)o I:;D (Rev.12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER�."��Lc TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MARLING ADDRESS COMR� TELEPHONE -1 VM�1 2 U -- 1 A -to Uba CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MMNG ADDRESS Plan Checking Fee S BULDWGADORESS n n � � /,� �T - 1 f'r + U u Energy Plan Checking Fee b S PERMIT FEE $ t Lor No. sueonnsloFNSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New K Addition O Remodel O Udlitiee O Installation O Other O Describe Work: `y PAA_)7— Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W (g?20.00 PERMIT FEE _ ELECTRICAL PERMIT Fling Fee 20.00 Main Service sao°o 00,R 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is In full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project O 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO IOWA 46.00 NEW CONST.DWELJNG OCCUP. SO OR ADDNS. s ACC. BLDS. 3.5QFT; NON•RESID. NEW GUNSTMULTFORAWN IRUT 97.50 POWER APPAMTUS a SINGLE Dung aIL 20 EX. Occup. OUTLET OR FIXTURES ML ®T.50 Ex. Occup. OUTLETS ESID.)EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI= $ Mobile Home Installation Fee $ Energy Inspection Fee b OCC CONST. TYPE EE; HAZ. 1 D FEES IMP I FLOOD I COF[pARCE9 Po I HD I ISSUE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD-APPLICANT(Date) LAND OF NATURAL WEALTH AND BEAUTY ;;' Y�"?'li;° `�� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 October 26, 1998 Anders, Mark and Twilla 1258 Hassett Avenue, #10 Yuba City, CA. 95993 Assessor Parcel Number: 036-104-006 Building Permit Number: 98-2384 The above referenced revised building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Minimum setback requirement of 25' sideyard and 25' from the rear of the property. Provide revised plot plan that will meet these requirements. Existing pool appears to have been built without obtaining a permit. Application must be made prior to the issuance of this building permit. Sanitation and plot plan approval, with the revised location, from the Oroville office to the Environmental Health Department. The enclosed School Impact fee certification form must be completed and returned prior to the issuance of this permit. 5 Balance of permit fees: $1,928.93. 6� Return the completed and recorded copy of the Agricultural Acknowledgment Statement. Completion of the "Application and Permit" is needed along with the contractor's license information and Workers' Compensation carrier and policy number. Structural Calculations do not appear to indicate the information needed for lower level Ane 3.4 and E and upper level line E. ` Provide trus verification for russ #8 - shea ransfer truss #11 -attic FAU, an truss - shear tra , fer.. Indicate the type of connection for floor truss H. lvl� With the attic rooms, attic insulation will be required between the lower floor level and the attic rooms. Attic rooms shall not have any interior finish and a building permit will be required if the area becomes living area at a future date. 12. Additional items may be discovered when these building plans are reviewed by the Butte County Building Division Engineer. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner 2 STATE LICEnsrBOAto' Cyl VE litENSE PART. • iv- -,o G IE N E:° ►:'..L C O N T R A;.;G ..T•. -o R :8'. November:6, 1.998 uttie Cbnty. ... ding- D:vision ..Depattmentb Developrr : envi es _j Dear Sir. or`:adam, Pleasi� be' advised that Keredlhlood,'is .hereby at�tfitor:'ed :to :reprerit ' AppCegartfi Brothers CoetStrcti ion; in --obtaining. am anb:: 11 bt�iadl�g. iis. tilOmas' 40 as'th. . Co/PWner.. . y'. License 3527 :.. Sm ro .. .. .. roti v' 98i 10ti1 .� ..$ . -Rl�!ER1'.LLY It- M.A.l?R Ur) TEL:�3�'ai8��g1 P. OOt RVUUSTRNAMAN tNSURAN' . .. •.•• HOLbfF rovi rJirJ4I,' �, � P.. C{�9 8 low.:' lB.S ,.DORAAO pAf�jFtf,M, tNSUItA'Nf: ALTER THE COYER AG OED.eY'T • pe 4 Box 1391. : ' OiNft�:.. ('if;.OV�it G °. 'Mw7Swge, CA 95901 'COMPANY GOI,QEN EAGLE•NS. CORPORATION... . A cd+LPaw , A"LMA'RTWESTRADA, INC. .:1258 HASSETT AVENUE. COMPANT YUBA CITY,•CA 95991 COMPANY cc o THIS IS TO CERTIFY TWAT iti+E FpL ISS OF INBSJAAI$GELA�f gD BI uI HAVE 4E£N 1894ED TO THe UY$URrO-TVAM' * D AWVE•.FOR THI • POLICY PER OF ANY CONTRACT pR OTMER-Dom WITH' fiEBP,E�Z TO'NA�IGw THIS frIDICATt�. nro1WIT►(ST4NAwG AHY REautRf AAPNt T$PitvI;OR CANDITMN PraPTAIN, Tt1FifYl�URAtcE AFFORDED BY -TWE POLIOIfCS DEWAGED KEQit?IN fb SUf33EC1 rQ All YME TEAMS. CERTIFfCAT MAY t3F. GSUEA GhWAY t ERTWI ATIFONS AHD CONDITIONS OF PoLvtfy$: ... $NgWNI'6AAY . B MOW Y PAID MAIMS.: TYP60iUi8UAf,NOR'' POtICY.Ni1Md�p' DoLIeT EreieTNE ,PoL r C IPA11Qf1 WMR>i pA+ePeauDonn' oLT6fMu+9oHvi LTM • ' fSt!N1i�1A1.`A- P&f ATG. .. • '>v ' • ' . GOGRAL. Laulu Y , : PROptiCTB-rOMB10I n'4G SSEnIFRI1l LIABILdT/ _ _ OLA/wC auDF' a tfC'Ct/fl r IIx1►Ua AN *WRY lACN OCCUtIRENtSE Y OWNEA'B fL00NTIMCTOR'9 Vpar • pig' QE' . oey'firol' ' AIiTOMO@ILtriMYlUTy COA11i11}tg81N01E1.100 f ANYAv10 ', .. ALLQNKC AUTOSgODIt>• . rML1JFY Y. S . Q'0f 0M09�) .. . SCNEDULso AUT03 IItAlD AIJ►09 6bptY IMiUM � HMQWNWAUFToe :(+Rp4ATYCawKil i Al!)b'ONLY.-�JIAOCICENT 6 OARA06UAf�9,1T''1' _ ' M • OTL�R THAN AUTO oPiI,T: ' ',',�.,'".``it„ � , ,.3k"'"`• i•. 5 ANT A!<JTC ' • - Fr1CHACCiDINTv . OICfo99LIA0111Tr �AQ►ifJCCUMRI[HCE r is9te0a� 0 �IaCtLA PDau .. 1 OTNAM THAN Uvap duA Yofi1i' A TTONAao N*04077 09/1bN'$; b9/1Q/P9 ` b � �D Eike N�tclOsi�T . EtdtSfA . POLICY UMI'y 1 y,OaQz *t PACPFWGw INSL •eAEP&LOY95 PAMTNEIITiItI»CUtIVH OWN .: ftrmnoN 4w0Ai14nomk0CAfiitlNih/ENICL6 PfC1Al. Yi.';' I EM r mp •. ..p 9NOU6J7 ALIT V;�. 71ti Ap01�C o{7CwArifO: vO1N>.m'0 OQ CA�CGI.LtO •Dc/eI1! 7(/S:. COUK J O RUM :r. '.: ' eXPrP '(ION DATE TMEa6C0.. TK6 Lf9Ui,4' CO/FANV W LG $ND@PYOR TO %All 7 COUNyY COUR t"DRIVE._ ; Im" WWM14 NoTICB TO TM1f C4ATICICATiE NOLDEa /IAIiED W THE tEKT, ' ORO'V1t,M CA 9596 339'1 evy FAILURE -to: VAIL ®{ICM a0lft' bMAli IMPOOK NO DOLroATIOW OP uAORM TII� �OOAp"Y.' R9 .AGENT9 Oa a6PaE96MATnE9. • ' ' '. 44TH D EP TRANSMITTAL FROM: ESTRADA ENGINEERING 728-A Plumas street Yuba City, California 95991 Ph # (916) 674-1681 Fax (916) 671-5257 DATE: October 19, 1998 TO: Butte County Building Department RE: Anders Project 1229 Almond Ave, Biggs Ca Job #E98-080 Truss calculation submittal #1, FLOOR TRUSSES The floor truss submittal package from Dolan's Lumber conforms with the design criteria set forth on the plans. Truss calcs are dated 10-12-98 and are attached. The approved trusses areas follows: A,A1,A2,A3,A4,B 1,B2,B3,B4,C,C 1,D,F,G,H These trusses conform with the design criteria for this project and are approved for installation, subject to your review and comment. Please contact me if you have any questions. R.C.E. #40661 TRANSMITTAL FROM: ESTRADA ENGINEERING 728-A Plumas street Yuba City, California 95991 Ph # (916) 674-1681 Fax (916) 671-5257 DATE: October 15, 1998 TO: Butte County Building Department RE: Anders Project 1229 Almond Ave, Biggs Ca Job #E98-080 Truss calculation submittal #1 The truss submittal package from Erickson Building Components conforms with the design criteria set forth on the plans. Truss calcs are dated 10-1-98 and are attached. The approved trusses are as follows: 1,2,3,4,5,6,7,.8,9,10,11,12,13,14,15,16,16a,17,18,19,20 These trusses conform with the design criteria for this project and are approved for installation, subject to your review and comment. Please contact meyFyou have any questions. Robert Estrada R.C.E. #40661 Nov. 5 '98 11:59 ESTRAM ENGINEERING .,q FAX 5305715257 P. 2 SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: ab Cies BUILDINGPERMITNUM BER: 99?goo PLAN CHECKER: - 4T A.P. NUMBER: 02-S- / 30 - o y y Zoning requirements. arils number of permitted living units). Valuation. Plans signed by designer. X. Proper description of work on i ie Existing violations on pro Items on data sheet, (Impact F ental H Developer Fees, etc.). Recorded notice of violation. , Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. e Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. J! Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. 2! Required windows for light and ventilation (Section 1203). XX Required windows for second exit (Section 310.4). X' Skylights (Section 2409 & 2603.7). .5"' Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. A' Location of water heaters, heating and cooling equipment, other electrical or gas equipment. W Garage firewall, door size and closer (Section 302.4). Lid Minimum of one 3'0" exterior door (Section 1004.6). LY Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). 14" Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: ;i! Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. ,8' Foundation plan complete enough to construct building. .' Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. l� Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. l - Stud heights. J 2' Adobe soils - special foundation design. J4- Retaining walls requiring design. W. Special Inspection requirements. Header size. J -r Sheetrock nailing inspection required? July 1996 3.2 MISCEL .ANEO 1S ITEMS TO LOOK OUT FOR 4! Stairway details::laadings, rise and run, head clearance, handrails (Section 1006). ZI Guardrail details (Section 509). Z— Brick or stone veneer (Section 1403). A� Exterior plaster - weep screeds (Section 2506). f( Proper roof pitch for roof covering (Section 1501). i! Roof covering type - (fire hazard). Foam insulation -protection. 36" halls and stairways. j Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. 10. Two exits on three - story.dwellings (Section 1003). N: Underfloor access and ventilation (Section 2317.7). 1,Y Attic access and ventilation (Section 1505). 1'f Combustion air for fuel burning appliances - L.P.G. requirements. W Noise requirements on duplexes. Energy design. 16 Flashing at all exterior openings. Yl. C.D.F. responsible area requirements. July 1996 3.3 Mark Anders 1258 Hassett Avenue, No. 10 Yuba City, CA 95993 November 10, 1998 Thomas A. Parilo, Director Butte County Department of Development Services 7 County Center Drive Oroville, CA 95965 RE: Affidavit of Prior Nonconforming Use Dear Mr. Parilo: When I bought the house at 1229 Almond Avenue, Biggs, California, in approximately 1973, the setback on the east side of the property was five feet. (See attached drawing). At the time Allied Insurance measured its living space square footage as 2234, plus the garage. I have not added to or made any improvements other than cosmetic during the time I lived there. The home burned in May of 1997. I am asking if I may be allowed to rebuild using the same setback as the existing structure. Sincerely, Mark Anders Attachment Planning Division RU 9 12 1998 ®roville, Califomia 0 f o O l/ � O. a,���� s S I Ciev� Cs�- i v SL S-j7,S 7 O, O f=9 nc.x E SIT Planning Division NOV 12 1999 0mville Caiifomia N_a AND NVIIEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95%5 COPY of Document Recorded 02 -Nov -1998 1998-0047409 Has not been compared with original Butte COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property tnay be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: q)o 13 -mss i31-'� ss cel 7 Date: %/ — 2 — f �/ I-ROPERTY OWNERS: State of California ) County of Su ++c � ) On �/ a _ S ir before me, I personally appeared tAc y 4e... A personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the wiihin instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal.�►.+.h KENNETH J. W000,� Comm. # 1119484 Si nature Seal: NOIARY PUBLiC-CALIFOANIA g Saw County A.P.= • 4.r .w -,c... ,w`.i`' ,.n-- , ��.. '~1'"1.;:.�•..F-,v! V' `>r.r.'veti.. :'f.-,.'!'4'.ti.,r.,� _;��.-..�.- -.Y�; . „� .w.r+,,,..�....,: � •+.. v, ... : ti....vr . - ... 1 .. .., _ , 04 BLITTE`COLINTY SCHOOLS IMPACT FEE CERTIFICATION FORM r (One form per Building) , r ? School. District �/ (�'GS Building Department No. - A.P..Number,.'ioLo " % -9 (1 -70. 1/ Jurisdiction: .City ® County Property Owner . 111A R u PAIA TW ! 0 r , A Nb nes Property Location/Address, C 1ha4l ✓£_ ' Subdivision Lot No. Residential Development '-. ©,,,; Sq. Footage f% No of Living Mobile Homee. may_, Addiionti (Grouo R),..•, Units' Installation r ` .CORlflle 0121/Industrial "7 y'^ rte' +is�t .}�'tFii. a( `; f 4.: ; .•: .si d r _ SQ �" bo ,New -t ;" ' Addition� (Incluuding Exterior' ' Roof�.d, Areas) Building Department Representative Date t• (Floor Plans reviewed;by School District Personnel) Dict Identification No. /. School District certifies that /J n_%� &4,0'i7 [ (y ® (Applicant) ' J( (Street •Address) rt �• (Phone Number) (� w (State) c (Zip Code) f I aha complied with the requirements of Resolution No. n % by payment of $ rt` "cs dr f,'� a -'::r _ '-��square feet B 2924 -- representing � `PFULLWTIGATION, $ s '� ri chool_District Representative Date • t i. Paid by Check # Remark Notice: You may prof®st:fhe Imposition of the fees.'ident(fied'above by submitting. e.written protest to the:District, in complier cewitK Gove nment Code Section -66020(x), within 90 days from the date fees ire paid. Failure tosubmit a tiJnely written, protest will 'prohibit ; you. %bm challenging the,lmposition of the feed=in any court e'ctlrin' f If, subsequentjto the School District. Representative signing. this Butte County Schoolalimpact Fee Certification Form, the School District is ' g6tifird(by the applicable Local Planning Ag ncy that this project- is being rreviewe&under the California Environmental Quality Act (CEQA), this project may be subject, to additional school fees to fully mitigate -its impact on the school district's schools. White (applicant),, Yellow"•(building-departmentl; Pink (school district) 1 41 feeform.xls (2/97)dmm COUNTY OF BUTTE f'/ 3-0-0 y� BUILDING DIVISION..h�.��a��y��,, ' DEPARTMENT OF.DEVELOPMENT SERVICES, 411 Main Street, Chico, CA - (916) 891-2751' 7 County Center Drive, Oroville, CA - (916) 538-7541 r: CORRECTION NOTICE nie-i �usn OWNER IFERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additiotal explanation, Please contact this office immediately. o. /V a �.✓ f. Sg/ L.W a 14 Loa nj . Aai 41gy -w ei o st Date / — 7 5 Inspector Q Lw 5S el( ' REV 10192 • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P RMT (Rev. 12/96) APPLICATION AND PERMIT in ASSESSOR PARCEL NUMBER 025-130-044 ZONING A40 BUILDING PERMIT ANDE TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 1258 HASSET AVE- #10, YTTBA CITY C.A CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ii nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1553 QQ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other FIBERGLASS POOL SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New 5P Addition ❑ Remodel ❑ UBlities ❑ Installation ❑ Other ❑ Describe Work: NEW FIBERGLASS POOL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoDA oa mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPPARATUS License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: �1 I, as owner of the property, or my employees with wages as their sole compensation, J` will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of -the property, am exclusively contracting with licensed contractors \to construct the project. 0 I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed it the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'„,,� compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rthwith comply with tho provisions. > Wigureof Applicant - Kbwner ❑Contractor ❑ Agent An OSHA permit is required for excavations over 60” deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. BLDQf7. N"ONEW RESID. RANCHO CIRCUITS CUT @7,50 8 SINGLER AOun.ET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00 SAL @ .50 Ex. Occup. ourEiEis RES1SI6.) E 5.00 Tem orar� Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 272.45 D FEES IMP _ FLOOD COF PAR PD D ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 251106 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT rl {� rrry r ti.�r�r\r-..,-....�-..J�'�.'^.ti.ry'r''-L.�"i'`S,�r''� l�A'�`7;y11'-�"iadj,`;�.ift'��'a^•�:.- C""' ir-"�,-.nv -.. �,+'t.,._ COl9..NTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ,y 7 County Center Drive Oroville, California 95965.! Telephone (530) 538-7541 PERMT (Rev. 12/96) " APPLICATION AND PERMIT a.�: ASS ESSOR PARCEL NUMBER- I.— 025-130-044 ZONING 4-- 4 �V BUILDING PERMIT ' OWNER r�• TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1258 HASSET AVE. #10, WBA. CITY- CA CONTRACTOR'S NAME .TELEPHONE CONTRACTORS MAILING AQ RESS '` •• 1 ;"^ , 'CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ no ARCHITECT OR ENGINEER r LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 153.0 ARCHITECT OR ENGINEERS MAILING ADDRESS r % Plan Checking Fee $ 90 4!f - BUILDING ADDRESS-' / ,� Energy Plan Checking Fee $ - $ \ iBIGGS+ PERMIT FEE $ LOT NO. SUBDNI 'S NAME � PARCEL MAP PLUMBING -PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUC.Tl1,RE t SF ❑ Duplex ❑ Mobilehome ❑ Other FIBERGLASS FOOL ,.- SPECIFY Solar or heat p6mp water heater 23.00 Water piping f 15.00 Each as water heater or vent 15.00 TYPE OF WORK New 0 Addition ❑ Remodel ❑ Utilities 13Installation ❑ Other ❑ Describe Work: NEW FIBERGLASS POOL 1 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S . ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.ss 23.00 i LICENSED,,CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 commencin with Section.7000 of Division 3 of the Business and Professions Code, ( g 4 and my license.is in full force and effect. License Class* f Lic. No.20 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner;,of the property, or my employees with wages as their sole compensation, will do,ttie work, and the structure is not intended or offered for sale. ❑ I, as owner of -the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under 'Sec. -, Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. Myyworkers' compensation insurance carrier and policy�,pumber are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($,100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the .workers' compensation provisions of section 3700 of the Labor Code, I shall _-forthwith comply with thoS7 provisions. X net � Igngt re of Applicant - wner ❑ Contractor 13Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 466k,TO 1000A .46.00 NEW CONST. DWEwNG OCCUP.� SO OR ADDNS. 8 ACC. BLDS. A 3:5¢x: NEW CONST. MULTI -OUTLET; �' +� @7CIRCUITS,50 w NGµRESID, APOWGE.OP�ARA. TT R. 1 1A kol UTLET OR FD=RES O 1.00 EX. OCCU � SAL .50 t- ' Ex. Occup. o AE=-j0FRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating -11 Cooling Hood 6.50 Ventilation PERMIT FEE 1 $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 272.45 HAZ. D. FEES IMP FLOOD COF PARCEL PD D ISSUE This permit is.'hereby issued under the Butte County Code and/or in indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 251106 t WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD APPLICANT J X... � w _ , J J .. �q.;s+raTy; av-+ro-s,.•►'¢+�.,�7'... Wil. .r .-.. ,.. ,.+sw-+'.:s-•,,i -r' ' �r� � �.r'. �-4 _. 1 r f -GU,NTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 Telephone (530) 538-7541 PERMIT,,IO. (Rev.12/96)• .`'APPLICATION AND PERMIT"'''' ASSESSOR PARCEL NUMBER' 025-1 ZONING ID BUILDING PERMIT OWNER R, '- - ADERS, T TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 1258 HASSET AVE, Ain, YTTRA CM CA CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS. + CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ III ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 153.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 90 45 BUILDINGADDRESS 1 Energy Plan Checking Fee $ r - $ ClI�C PERMIT FEE $ r LAT NO. SUBDIMIOWS MIME PARCEL MAP PLUMBING PERMIT Filing'Feel 20.00 Each Trap 7.00 USEOFSTRUCTURE )"`IBERCi1 �SS P00I, SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Nd FIBERGWS P001+ Gas pipin stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo..OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class I Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 7t% I, as owner of the property, or my employees with wages as their sole compensation, ✓K will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. \1-0. I am exempt under Sec. Business and Professions Code for this reason Main Service zoo. To ,000A 46.00 NEW CONST. DW %NG OCCUP. OR ADDNS. ( a ACC. BLAS. SO 3.50FTCONS. =RESIDT. MULTI -OUTLET @7,50 - POWER APPARATUS SINGLE OurLET CIR. . EX. Occup. OUTLET ORFD(TUREs @''50 s20 w APPLNS. OR Ex. Occup. ouTLErsFIXED REBID. Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' corripensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy N6mber (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the .workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thos provisions. -�X ,-;,�"> ..._- ate Signat re of Applicant-,KOwner [3 Contractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 272.45 HAZ. 0. FEES IMP FLOOD ,.. CDF .- PARCEL PO D ISSUE This permit is hereby issued under in the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutionsid to do work been aid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT - �',f..:T:,,�.....J......:...�":.., t.:.,.�.-+ti.-�-.�.jrn--:� -.. �r-n+, ..,:.TS,-•,•F�--• y ,�•;r..7,..r.y.....+- .. fes..-,.-. .. ....... ���iCOINTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 �-.. w,�`{fPA�ERR'�MII;jT.� NO. is.. �-'� N'. -.fl. 1 71 Y �3 - (Rev. 12/96) APPLICATION AND PERMIT - ASSESSOR PARCEL NUMBER 025-1304)44 ZONING 0 BUILDING PERMIT OWNER. ANMSt MARK A WITLA •.OWNERS TELEPHONE SQ. FT. OCC. BUILDING VALUATION ___F3 III. MAIUNG ADDRESS ����}} *; g Itls�•"" ATIET AVE, 10, YRA IN CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS i Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ ail) . BUILDING ADDRESS- 1229 ATSM AVE, Energy Plan Checking Fee $ .Q PERMIT FEE $ 7 q LOT NO. SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Rling'Fee 20.00 USEOFSTRUCTURE �' gxa s PmL SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK ,i New ED Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: M Fm`iams PWL , Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service '..A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPPARATUS License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: -)]f I, as owner of the property, army employees with wages as their sole compensation, l will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project I am exempt under Sec. Business and Professions Code for this reason Main Service WELL TO 46.00 NEW CONST. DWELLING OCCUCCUP. OR ADDNS. ( a ACC. BLDS. SO 3.5QFT: NOH'.R GSIpT' MULTI.OLrtLET Ci0 7.50 a SINGLER AOUTLET CIR. Ex. OCCU ,OUTLETOR FIXTURES BAS @' o EO Ex. Occup. O.FIX°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. -X ,, - `.. ,.,... , _.._._.D�te --_// Signature of A— pplic n - ©wner ❑ Contractor ❑ Agent `'' An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE 272,45�t'9Y RAZ. �.. I D. FEES IMP FLOOD CDF PARCEL PD 'IiD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Date ReceiptNo. wyb WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 No. (Rev.12/96) APPLICATION AND PERMIT q&2!m ASSESSOR PARCEL NUMBERs - ��o-o ZO" BUILDING PERMIT OWNER • r (�-TwllTa,erzs TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERDRE AOS SJ -P -ff CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MALLNG ADDRESS CONSTRUCTION LENDER EFI,,lace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 ARCHrrECT OR ENGINEERS MAILING ADDRESS Permit Fee S Plan Checkin Fee b BUILDING ADDRESS a -a // 1/�y� Energy Plan Checking Fee S S PERMIT FEE $ a o? LOT NO. SUBDNLSION'SHAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE \ SF O Duplex ❑ Mobilehome O Other sMF Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF ARK New Addition ❑ Remodel ❑ Utilities ❑ Instaktlon ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I G I W 1 @20.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service on LLES: 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect License Class Uc. No. OWNER -BUILDER DECLARATIONEx. I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project O 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) O 1 certify that in the performance of the work for which this permit Is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner O Contractor ❑ Agent An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height Main Service 46. 00 NG CCU000A DWE200ALLING so NEIN CONST. owELLrLo occuP. 3.5dF°; OR ADS• ( a ACC. BLDs. NOlLRESID ' MBRAUITLNEW OLfTLET @7,50 P.0NmE APLP a om� CIR Occu . ourmORPDLTUREs ew®'.w Ex. Occup. NeEs D.°ERIN 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt'- S Mobile Home Installation Fee b Energy Inspection Fee $ Dcc CONST. TVPE TOTAL FEE $ L>?r7.?. 7;V70 I COF I PARCEL I PD HD ISSUE This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON I fe Receipt No.o� J�! f �iD WHITE-D.D.S.-R.CANAR •ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �'i� NN��*r•rr COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: Arjioys ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector:. ndhl Date: /41 i6)gla At time of permit applic 'on, I was ad iced the following data must be submitted prior to pe processing and/or issuance: Date Received By ❑ . All items have been submitted------------------------------------------------------------------------------ 2 Plot plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- EI-3 Complete plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------- Engineered plans�(3 4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ---------- ❑6. Energy Design Compliance and supporting documentation. -------------------------------------------- 0 7. Statement of Intent for Non -Heated and A/C Buildings.------------------------------------------------- 118. ------------------------------------------------ ❑8. Hazardous Material Form. ---------------------------------------------------------------------------------- ❑ 9.. Manufactured Home data and installation instructions including Tie Down Specifications ----------- El10. Fees of $----------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ Flood elevation certificate. --------------------------------------------- Sanitation and plot plan approval li ealth Department. 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. -Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- 1:11. 9. ---------------- ❑1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- ❑ 22. Workers' Compensation carver and policy number. ---------------------------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- ❑26. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------- 028. Existing violations and/or expired permits.--------------------------------------------------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, 0 Check to H.C.D $ E130. Other: (Date) Whgn you issue t!h/e ermiit_,op�rocessss as follows ❑ Mail to owner, ❑ ail to tractor. "❑'Telephone 8T 6 —1� < q0 and hold for pickup at office. ❑ Deliver with inspector. Applican : Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air P ution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: / ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. �% c -r!p L,o�✓ Gt)i�Q/�_q/ U OWNER -BUILDER VERIFICATION _..] Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing'your.sigoatu .-, Please complete and return this information at your earliest opportunity to avoid unnecessary in processing and issuing your building permit. No building permit will be lssued until .this.. verification is received. QI personally plan, to provide the major labor and materials for construction of the proposed..,, property improvement : YE NO I HAti HAVE NOT ❑ signed an application for a building permit for the 3. I have contracted with the following person (firm) to provide the proposed constructions NAME___ ADDRESS: CITY: a PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work,' but I have -hired thea following person to`coordinate supervise, and provide the major work: v NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to prpvide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE• -) % / — NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER i. OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder 9fpr*pjXW...�1' improvements specified. For your protection. you should be aware that as "owner -builder" you are the responsible party ofrecord6is'M.a:­ a permit. Building permits are not required to be signed by property owners unless they are .iiing their own work. If your work is being performed by someone other than yourself, you may protect yourself from p'""i'li 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 Wgim"M license from the city or county. They are also required by law to put their license number on all permits fbr,whMih' ey apply. If you plan to do your own work, with the exception of various trades that you plan'6 sutcontiac%: kt be aware of the following information for your benefit and protection:. 1 ,- 5- 2_a If you employ or otherwise engage any persons other than your immediate family, and the work (includ and other costs) is S300.9r..more for the entire project, and such persons are.. not licensed as v subcontractors, then you may be an employer. If you are an employer, you must register with the State and Federal Governments as an employer subject to several obligations -including state. and. federal income tax.withholdin& federal social workers compensation insurance, 'disability "tns-u'm;nc'*e'costs; and unemployment compensation p6 There may be financial risks for you if you do not carry out these oblig*aitions,_ afidthese risks are espec with roe ct to . � .4 1 and you we V Mr P 00 hnff#iii4"L OWMI pe o For more specific information about your obligations under Federal Law, contract the Internal Revenue S;mw' if you wish, the U.S. Small Business Administration). For mote specific information 'about your obUgations'udder 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 coontractois are allowed to perfoirideir work personally or through their own employees, without alicensed contractor orsubcontractor, 'only under, " M id conditions. 1V 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.'Builft' permits are not required to be signed by property owners unless they are performing their own work personally. - — Information about licensed contrac!prs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owndr Builder Verification" bn the reverse side of this form so that we can confirm,dWyoW_'._' are aware of these matters. The building permit will not be issued until the verification is returned. i rely, ' &k_1 M 4ic rel C. Vidira, C.B.O. J I C V M M ger, C. Vi Inspection NOTE. This Owner-Builder.Information is required by Section 19830 of the California Health and Safety Code - OVER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required inspections are made and building_is..acoroved_for_occupancy. Plans must be availai►le_025=`13010441-.#98-2543 . A.P. No. jANDERSXARK & TWILLA Owner�,_ 1229 ALMOND AVE. BIGGS UNKNOWN Contractor _POOL Permit No. - - — ----ExN�res�--------J PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION DATE INSPECTOR Footings Piers Underground Conduit Pre-Gunite Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Buildinq or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY . ses..Information A Hr Insp,..;..;.. Oroville - 7 County Center Drive 538-7541 538-7636 Chico - 411 Main Street 891-2751 891-2834 Revised 7/94 RESIDENTIAL '025-130-044 #98-2543 N ANDERS,MARK & TWILLA 1229 ALMOND AVE. BIGGS UNKNOWN ' POOL PERMIT NO PERMIT EXPIRES _ OWNER CONTR. ASSESSOR PARCEL LOCATION 1 i 025-130-044 _ #98-2543 ANDERS,MARK & TWILLA 1229 ALMOND AVE. BIGGS UNKNOWN POOL CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature V=OK 0 = Not OK NotApp`=Not Ready ble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. Alum. Awn.; Columns-ConnectionsSplice Decal -Enclosures 1. Zoning Requirements - Setbacks - Easements 6. Carports; Windows -Doors 2. Soils; Special MH Support Sketch 7. Electric 3. Sewer; Location -Test -Fall -CYO -Concrete 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 4. Water, Location -Test -Easement Needed (Sketch) 9. Siding; NailingVeneerShxxm-Mesh 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 10. Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap; / P12ft. / /Nat. or/ Pl- t./ /LPG 11. Ext.; Steps -Doors -landings 7. Well Clearance & Disconnect 12. Braced Wall Panels 8. Utility Clearance Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 2. Soils; Compaction -Structure Stability 1. Zoning Requirements- Setbacks Easements 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 2. Footings; Size -Spacing -Marriage Line 4. Elec.; Receptacles and lighting, Distance-GFI 3. Gas; MH Test-DemandValve-Connector S. Elec.; Pool Lighting; 15 Volts-GFI 4. Electricity; MH Test -Crossovers -Breakers -Clearances 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 5. Drain; MH Test -Fall -Flex Connector 7. Elec.; Bonding; Metal wX-Circulating Equip. -Heater 6. Water; MH Test -Regulator -Connector 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 7. Water and Sewer Connected -C/O to Grade -HD Approval 9. Health Department Approval 8. Gas and Electricity Tagged 10. Plumb.; Cir. Test -Water Supply Test 9. Tie Downs -Type -Installation Cert. 11. Light Niche 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Depth.Spacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns-ConnectionsSplice Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; NailingVeneerShxxm-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 S. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal wX-Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable * = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning-Setbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / /" Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ N Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ /" 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/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. Pienums & 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Bo es & No. of Conductors Stapled 26. Romex I stalled Close to Edge of Studs & C.J. 27.. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI fnsulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. 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 (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing RESIDENTIAL (Single & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits ' 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 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 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 NoNValks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: RE: Attached Building Permit Dear Permittee: �iutte Co LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELE PHONE: 19161 538.7541 FAX: (916) 538-2140 Attached is your building permit along with the approved set of plans and a job card. Please post the job card on the job site in a conspicuous location for the inspector to sign during the various phases of construction, and also have the approved set of plans on the site at all times. Inspections will -not be made if the job card and approved plans are not on the job at the time of inspection. Please review the approved set of plans before construction and make note of any corrections made in red. If any of these notes or corrections are not clear to you, please contact this office - do not proceed with the work without making the correction. The job card must be signed by the inspector before proceeding with each item listed. Should he not sign the card, a white correction notice will list the corrections to be made and a call back inspection must be made before going any further. Please allow 24 hours for inspection service. As a reminder to you, it is illegal to occupy this building or portion of building for which this permit is issued without approval from this office. On certain occasions a temporary occupancy will be permitted. Please do not confuse gas or electrical service to the building as an occupancy clearance. Before occupancy, all of the "final items" listed on the job card must be signed by the inspector or special permission given. Your permit expires one year from date of issuance. If the work has started, but is not completed and finaled by the expiration date, a renewal permit is required. If the renewal application has not been made within 30 days of the original permit expiration date, or if the work has not commenced, a new permit application and fees will be required. pRgn completion of the work covered by this permit vlease contact this office for final inspection Should you have any questions concerning this letter or any other matter pertaining to building construction, please do not hesitate to contact this office. 4micael a.'C-V=1�eira, C.B.O. MCV•ahb Manager, Building Inspection Attachments COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF,DEVELOPMENT SERVICES 'r. l 411 Main Street! Chico, CA, • (530) 891-2751 7 County Center Drive Oroville; CA • (530)'538-7541 CORRECTION NOTICE OWNER:,, PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed If you have any questions; pertaining to this matter, or need additional explanation, please contact this office immediately. Date �— ��� ( Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ��s# 'r OWNER PERMlY ON A routine inspecti i3n tes that the following violations of butte county Ordinances exist at the above address nd s ould be corrected. Please notice this office when correction of work is completeZd.ou have any questions pertaining to this matter, or need additional explanation, pl se cothi0office immediatel . November 12, 1998 Anders, Mark and Twilla 1258 Hassett Avenue, #10 Yuba City, CA. 95993 'gutte countu LAND OF NATURAL WEALTH AND BEAUTY S BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Assessor Parcel Number: 036-104-006 Building Permit Number: 98-2543 The above referenced revised building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Identify which model of the "Viking Pools" was installed. 2. The Evaluation Report (PFC-3608) requirement for installation allows for over excavation that does not exceed 6" on the sides and 12" on the ends.- Additionally, "the pool excavation profile must coincide with the contours of the.pool." The engineer, Patrick J. ,74r 2. Conway, must supply a design or a letter of approval for 'any altered installation. 3. The chain anchorage of the pool -arid the coriciete deck -installation must be installed as per r'1 1 r. . :. J ity...:... the Evaluation Report. The engineer,' Patrick J. Conway, must supply a design for any altered installation. 4. Provide verification that the electrical and plumbing was installed with compliance to the respective codes. : , 5. Additional items may be discovered when these building plans are reviewed by the Butte County Building Division Engineer. ? If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, ZJL(1 /. tul. _VAS Glenn Gibbons Plans Examiner 1 025-130-044 #98-2543 ANDERS,MARK & TWILLA 1229 ALMOND AVE. BIGGS UNKNOWN POOL gs-�2s-y3 025-13=044 #98-2400 ANDERS, MARK & TWILLA 1229 ALMOND AVE. BIGGS APPLEGARTH NtPW-,-�p Find�� ok, Department of Public Works o C o u n t y o f b u t t e O J. Michael Crump, Director LAND DEVELOPMENT DIVISION 7 County Center Drive Warner C. Phillips, Assistant Director Oroville, CA 95965 (530) 538-7266 Svc w�'�y (FAX) 538-7171 August 16, 2002 John Ryan 220 Fairhill Drive Oroville, CA 95966 Re: Application for Certificate of Merger AP 025-130-044 & 045 Dear Mr. Ryan: On August 16, 2002, the Department of Public Works made the finding that the Certificate of Merger on the above referenced property is exempt from environmental review, and approved the project. This action will be final if an appeal is not filed with the Clerk of the Board of Supervisors within ten (10) days of the date of this letter. You or any interested person must do so in writing, with the appeal fee of $50.00, to the Clerk of the Board of Supervisors, 25 County Center Drive, Oroville, California 95965, prior to 4:00 p.m., August 26, 2002. If there are no appeals, we will submit the Certificate of Merger to the Butte County Recorder's office, for recording. We will return the original certificate to you after recording. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell Manager, Land Development Division SE/kp cc: Environmental Health Department Building Division Ron Graves (01-045) TO: Code Enforcement FROM: Building Department RE: Citation Request /Lw/� jWWt (�?hw d��, ) jVV d� f (Owner) (A. P. NO.) DATE: q� 1 • Attached is the required this property. Please p violations and include a may be appro riate. (Date) Owner contacted Comments: T0:' Building Department FROM: CEO RE: Citation Request DATE: ation regarding the violation on th the citation procedure on these violations -)on the,property which (Department Signature) 11 Unable to contact owner CEO I I I will hold citation process as a result of conversation. above Notify me if/when you wish to proceed with citation. Insufficient documentation for citation — request returned. Other DATE CEO TO: CEO FROM: Building Department RE: Citation Request DATE: nOwner did not comply — proceed with citation procedure U Other DATE Dept. IC -BO Evaluation Service, Inc. 0 MOM CON 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials ry EVALUATION REPORT PFC-3608 Copyright © 1998 ICBO Evaluation Service, Inc. Reissued June 1, 1998 Filing Category: SWIMMING POOLS AND SPAS (266) FIBERGLASS ONE-PIECE SWIMMING POOLS AND SPAS VIKING POOLS, INC. POST OFFICE BOX 96 WILLIAMS, CALIFORNIA 95987 1.0 SUBJECT Fiberglass One-piece Swimming Pools and Spas. 2.0 DESCRIPTION 2.1 General: The swimming pools and spas consist of one-piece fiberglass construction shop -formed over a mold. The material is fiber- glass reinforced plastic, 1/4 inch (6.4 mm) thick, composed of isophtalic resin, vinyl ester resin, fiberglass, and ceramic. The surface finish is a neo pentyl glycol gel coat. Viking Pools, Inc., produces various styles of swimming pools and spas. The overall pool dimensions, depths and capacities are shown in Table 1. For mini -pools, see Table 2; for spas, see Table 3. Certain models described in Table 4 can be placed up to 191/2 inches (49.5 mm) above ground. Vertical supports con- sisting of 1 -inch -by -11/2 -inch -by -36 -inch -long (25 mm by 38 mm by 914 mm) Douglas fir No. 2 wood members encapsu- lated in the FRP process at 4 -foot 6 -inch (1372 mm) intervals are required. These pools and spas may be placed with or without concrete or wood decking. Unless elevated portions of the units are protected from sunlight by soil berms, decking, etc., these portions must be coated with a UV -inhibiting opaque paint that is compatible with the laminate. The fiberglass has an average tensile strength of 13,308 psi (91.76 MPa), ultimate compressive strength of 23,400 psi (161.34 MPa) and flexural strength of 41,976 psi (450.75 MPa). The upper portion of the in -ground pools and spas is constrained by a concrete -bond beam. See Figure 1 for de- tails. For above ground models, See Figure 2. All plumbing and electrical work must comply with the code currently in effect at the construction site. The pool and spa must remain full of water at all times. A permanent sign must be attached to the pumping equipment with the following in- formation: Notice—The pool or spa is designed to remain full of water at all times. The pool shell may be damaged if the water lev- el is allowed to drop below the inlet. When appreciable draw -down is noticed or if it becomes necessary to drain the pool or spa, contact Viking Pools, Inc., or its agents for in- structions. A permanent label must be installed adjacent to the above sign by the manufacturing licensee giving his name, address and telephone number. 2.2 Installation: Viking pools and spas may be installed without a soil inves- tigation by a qualified engineer, subject to the building offi- cial's approval, provided none of the following conditions are encountered at the site: 1. The existence of groundwater within depth of the pool or spa excavation. 2. The existence of an uncompacted fill in contact with any portion of the pool or spa. 3. The existence of any expansive or adobe -type soils. 4. The existence of any soil types with an angle of repose that will not support the walls of the excavation at desired slopes. 5. Proposed pool or spa location endangers adjacent struc- tures. 6. The existence of any cracks or openings in soil that would not confine sand bedding. If any condition above is encountered, excavation must cease immediately: The specified conditions at the site must then be reviewed and recommendations made by a qualified engineer. The building official must approve the engineer's report before work is continued. The pool or spa ex� ation profile must coincide with.the contours of the pool. The overexcavation is approximately �? inches (152 mm) on the sides,and 12 inches (305 mm) on the' ends.( -At the end, the pool width,is overexcavated from 8 to 24'inches (203 to 610 mm) so the first portion of the back- fill can be manually adjusted for the initial 12 inches (305 mm) of backfill. The overexcavation near the pool bottom varies from approximately 3 to 6 inches (76 to 152 mm), depending on soil type. The backfill for the pool or spa bottom is.a layer of bedding sand. This sand layer is compacted using a manu- al tamper and water. Simultaneous waterfill and sand backfill operations then commence: The sand is compacted with a tamper and water. The installer must ensure that the backfill level and water level are approximately the same throughout this procedure. The pools and spas are installed only by facto- ry trained and approved agents or by franchised installers in accordance with the requirements of this report. Concrete decks are prepared as indicated in either Figure 1 or Figure 2. Details specifically for installations in expan- sive, clay, or adobe soils apply only when supported by the engineer's recommendations and approved by the building official. Forms are placed around pool or spa perimeters. Where chains'occur;,pockets:measuring-12 inches (305 mm) Wide, and _6_inches"(152 mm) deep as prepared;under the pe-,> rimeter:excavation -to -ensure anchorages The concrete is placed within 1/4 inch (6.4 mm) of coping top and sloped away for drainage. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc., technical stgfhas reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 3 Page 2 of 3 PFC-398' Barriers are required where pools are on premises of Group ming Pools and Spas complywith the, 1997 Uniform R, Divistion 3 occupancies. The barriers must comply with Ap- BUilding Coder"", subject to the following conditions: pendix Chapter 4, Division I of the code. 4.1 The construction and pool spa Installation comply 2.3 Identification: with this report and the manufacturer's Instruc- 7-0 tions. Viking pools are identified by the following information im-- the top the Manufacturer's - 4.2 cElectrical and plumbing Installation, comply -h printed on step of pool or spa: name, pool or spa model designation, a coded serial number 41' - spective-codes_in_effect at the construction �.-�---�-ri cti - and evaluation report number. site) The aboveground units also bear the label of the quality 4.3 The pools and spas are installed by factory trained control agency, Columbia Research & Testing Corporation or licensed installers or agents approved by Viking (AA -527). Pools, Inc. 8,100 4.4 Clearances from slopes as set forth .In Section 3.0 EVIDENCE SUBMITTED 1806.5.4 of.the code are observed. Plans, fabrication and installation data, calculations and a 4.5 The pools and spas are produced by Viking Pools quality control manual. at 121 Crawford Road, Williams, California. Ele- 24-0 vated units have quality control inspections by Co - 4.0 FINDINGS lumbia Research & Testing Corporation (AA7527). That the Viking Pools, Inc., Fiberglass One-piece Swim- This report is subject to re-examination in two years. ` TABLE 1 -POOLS MODEL NUMBER LENGTH (ft. -In.) WIDTH (ft. -In.) DEPTH CAPACITY (gallons) Deep End (ft. -In.) Shallow End (tt.-In.) L 31-8 14-0 7-0 3-0 13,700 N 36-6 15-3 8-3 3-5 20,000 B 25-0 11-10 4-6 Uniform Depth 8,100 K 34-0 15-5 8-3 3-5 16,000 BK 24-0 I1-10 4-6 Uniform.Depth . •. 6,000 RC 314 14-0 5-10 3-4 14,000 MK 2740 14-4 5-10 3-6 10,000 BL 40-0 11-11 4-6 Uniform Depth 13,200 BFF 25-7 12-0 6-0 3-6 9,000 GP 33-0 15-0 6-0 3-6 14,800 FF °+ a,t3M.v1,41':* '1"'411+0 7-0 3-0 13,000 BKD 24-0 pp 12-0 5-0 3-6 6,000 SL 1 39-0 1 "' 7-6 4-0 Uniform Depth 6,500 BP 38-0 16-0 6-0 3-6 18,000 SFF t 24-0 12-0 5-0 3-6 6,000 RS 30-0 14-0 6-6 3-6 12,500 GC 40-0 16-0 6-0 3-6 19,600 OS 35-0 16-0 6-0 3-6 15,000 RP 31-0 14-0 6-0 3-6 12,800 FP 25-0 12-0 5-6 3-6 6,000 CD 33-0 1 16-0 1 5-6 3-6 15,000 For SI: I inch = 25.4 mm, I foot = 304.8 mm, I gallon = 3.79 L. TABLE 2 -MINI -POOLS SERIES LENGTH (ft. -In.) WIDTH (ft.4n.) DEPTH (ft.4n.) CAPACITY (gallons) MP 14-6 9-6 4-0 2,500 MFF 14-0 8-6 4-0 2,100 MLL 15-10 8-6 4-0 2,200 MTK 16-0 9-3 4-0 2,300 ASP 15-0 8-6 4-6 2,100 SAP 21-0 9-6 4-0 2,800 TE 18-0 10-0 5-0 2,600 SP 20-0 11-0 5-0 3,600 HL _22-0 7-6 4-0 3,500 SK 20-0 10-0 1 5-0 1 2,750 For SI: I inch = 25.4 mm, I foot = 304.8 mm, I gallon = 3.79 L. TABLE 3 -SPAS SERIES SHAPE WIDTH OR DIAMETER (ft. -In.) DEPTH ft. In.) CAPACITY (gallons) RS Round 5-8 3-0 275 OS Octagonal 6-0 3-0 375 SS Square 6-6 3-0 295 LOS Octagonal 7-6 3-0 450 LRS Round 7-0 3-0 420 For SI: 1 inch = 25.4 mm, I foot = 304.8 nim, I gallon = 3.79 L. y Pane 3 of 3 PFC-3608 TABLE 4—ABOVEGROUND (1912 Inches) 0 SERIES SERIES SERIES SERIES RS LRS MK MFF OS B ASP MLL SS BK SAP MTK LOS B FF NIP B KD (ADOBE) SL HL SP SOIL ONLY SK ITE For SI: I inch= 25.4 mm. ('6X6"—W1.4XW1.4 (WIRE,MESH OR -rte ` REBAR NO.3, ON 2' O.C. EACH WAY.. - FOR CLAY (ADOBE) SOIL ONLY 3'0' MIN. SLOPE 1/4=1' 9' v • • • • 1�' Y. .. • • • .. • ! • v. ••.�•• x - • -• ... . X11 6. 12" 10 �I1 _ ill 1/4- GALVANIZED III FOR CLAY (ADOBE) -- 3' THICK COMPACTED SOIL ONLY SAND (TYPICAL) 4' MIN. THICK COMPACTED GRAVEL FOR CLAY (ADOBE) SOIL ONLY (SAND 'FIBERGLASS POOL SHELL TYPICAL CONCRETE DECK FIGURE 1 MOUND DIRT MAXIMUM AROUND POOL OPTIONAL 19 1/2' APPROX. 6' WOOD DECK I=III • -III=III III�II�Ii�lall, �" IIII -4 6 - TYPICAL ABOVEGROUND INSTALLATION FIGURE 2 OWNED: LOCATION: [ 7 cx� CONTRACTOR: - 00'2:6- - I .l -B O -i ZONING: DATE -TO INSPECTOR PST HISTORY: [ ]NONE [ ]AS FOLLOWS: TYPE OF OCCUPANCY: BUILDING INSFECTOWS REPORT Building Description: [ ] Cercial/Usage: [ " esidential/# of Units: Mobile Home: Yes[ ] No[ ] [ J Currently Occupied. [ J AbandonedNacant. Electric: A/ [�/1 zes [ JNo Electric is currently : [ ] On [ ] Off. Condition of electrical? Gas: Natural ] PropaneNone[ ] C;:rrently On[ ] O Obvious problems: _ itation: Plumbing workin Yes[ ] No[ ] Well: Yes[ No[ ] Potable water: Yeas[ ] No[ ] Obvious Sewage Problems: cription of Damaged Area:. mate valuation of Damaged Area: _ a lector: :k Date: i D `" r:cx CDF/BUTTE COUNTY FIRE INCIDENT LOG DATE 5/17/97 INCIDENT NUMBER 4742 REPORT TIME 19:43 LOCAL FIRE NUMBER 10399 STATE FIRE NUMBER 0 CASE NUMBER 0 LOCATION NEXT TO 1245 ALMOND AV RP ICLINT PHONE NUMBER 868-136 COUNTY NOTIFICATIONS ❑ EMD _Ij STATE WILDLAND FIRES ❑STATE ACRES STATE STRUCTURE FIRES STATE OTHER FIRE STATE MEDICAL AIDS STATE PSA/OTHER STATE HAZ MAT LOGGED BY MM RO COSTELL STATION 74 MEDICS OFFICER B2116 BI 0 WRA Y-2 AGENCYID BUT s .DLAND FIRES DLOCAL ACRES JCTURE FIRESRESIDENTIAL OTHER FIRES CAL MEDICAL AIDS LOCAL PSA/OTHER LOCAL HAZ MA INCIDENT NAME JALMOND TART TIME 1930 CAUSE IMISC LAND USE IDOMESTIC ACRES: 0 TYPE OF ACRES: DOLLAR DAMAGE I LOCAL TYPE S DAMAGE LL OTHER SAVE 8000 DIAMOND # 15.0 INJURIES/FATALITIES ❑ # CIVILIAN INJURIES 0## CIVILIAN FATALITIES 0# FF INJURIES # FF FATALITIES� FC -40 ❑ DATE OF FC40 INC SENT EMAIL TATION 74 USFS INC INC P LOG © INITIALS IGM !,NEXT; RECORD LAST LOCAL`FIRE #., ` 'LAST STATE FIRE# �LAST 'CASE #, , •,� `;rs..xa-� COUNTY OF BUTTE BUILDING DIVISION. DEPARTMENT OF DEVELOPMENT SERVICES t 411 Main Street, Chico, CA - (916) 891-2751 1 7 County Center Drive, Oroville, CA - (916) 538-7541 e CORRECTION NOTICE Ai k A ,' ez 5 nrG-i,uSo OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date f — 7 -(J% 0 Inspector (A55 ell 6@ REV 10/92 1'7'.98 �K� fD Ntt,P/'p u S `j',f C/G c.1/5 -�-�► LAND OF NATURAL WEALTH AND BEAUTY YhM1s� Jy P 0. 1�� PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVEOROVILLE, CALIFORNIA 95965-3397 October 5,.`1998 TELEPHONE: (530) 538-7601 Mark Anders FAX: (530) 538-7785 1258 Hassett Avenue, #10 Yuba City, CA. 95993 RE: Proposed Boundary Line Modification - APN: 25-130.9(C Dear Mr. Anders; �_? I I First, I'd like to thank you for your patience in the matter of obtaining your building permit for the above parcel and for meeting -with me to discuss your problem concerning side yard setback requirements of the A-40 zone. As you are aware, the requirements of the Butte County Zoning Code require a 25' foot side yard setback in the A-40 zone. Your residence is being proposed to be placed 5' feet from the side property line. Please be advised that I have spent a considerable amount of time and effort in consideration of your request and at your various suggestions I have also examined other means to allow your proposal. I have consulted extensively with the Director of Development Services, the Building Division and the Land Development Division. The following are my conclusions. A zone change to AR (Agriculture Residential) would be difficult to obtain as your property is designated Orchard and Field Crops by the Butte County General Plan. Orchard and Field Crops does not allow AR zoning as a conditionally consistent zone. A General Plan Amendment would therefore be necessary. This process is costly, time consuming and requires the Planning Commission's and the Board of Supervisors' approval. A variance could be considered, however, the variance would have to be approved by the Butte County Planning Commission prior to issuance of your building permit. This process is also costly and time consuming as well. The best means to achieve your goals is to apply for a boundary line modification. The Planning Division has considered that your parcel is nonconforming in size relative to the A-40 zone, however, we would not oppose your application to adjust the side lot line. You must meet current code requirements for setbacks with the new lot line relative to your new structure. Should there be further questions or concerns, please contact me at your convenience. Sincerely, moo 0 3 1998 David A. D dy D Principal Planner8U UILD HG OU' 70 cc: Tom Pan - Director of Development Servic N Mike Viera - Manager Building Division Stuart Edell - Manager - Land Development Division BUTTE COUNTY -DEVELOPMENT SERVICES Complainant: _ Address: Phone Number: Other Comments: Additional comments from Inspector: `—C6dNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541— BM�T�I,p• (Rev. 12/96) APPLICATION AND PERMIT1�8 �- `� ASSESSOR PARCEL NUMBER 025-1 - ZONING BUILDING PERMIT OWNER AN TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1258 HASSET AVF- 1`10, YITRA CITY CA CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $Il- nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 99 45 BUILDING ADDRESS Energy Plan Checking Fee $ RIGGS $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other FIBERGLASS POOL SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New J7 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW FIBERGLASS POOL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V0UES Main Service 2o.A OR LESS 23.00 CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of -the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason Main Service TO 200ALICENSED 46.00 NEW CONST. DWEW WEE NG OCCUP. CU OR ADONS. ( & ACC. BIDS. SO 3.5¢FT. NS MULT r,ORNEW 6I. I.OUTLET @7,50 PGwol APPARATUs 8 SINGLE OUTLhT CIR. Ex. Occu OUTLET OR FD(TUREs Z, O 100 BAL o .w Ex. Occup. ouriFTs PL.1D.OE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed d the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall with comply with tho provisions. 6igur;eo—fApplicant -Xbwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ GCC CONST. TYPE TOTAL FEE $ 272.45 HAZ. D. FEES IMP -- FLOOD CDF PAR PD D ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. m ReceiptNo. 251106 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I 025-13-044 #98-2400 ANDERS, MARK & TWILLA 1229 ALMOND AVE. BIGGS APPLEGARTH NEW SF I T.18 N. R3 E. M.D.B.. & M. _ _ Ain n No. 25 3 CUSTOMERt ERICKSON BUILDING " JUe ANDERS RESIDENCE. PIAN: CUSTOM ELEV: FLOORS i DESIGNER: MARK FREED DRWG, #F8-081D LUMBER OPTIONS-. IONS; 6150 FLORIN PERKI,NS R0, SACRAMENTO, CA,95026 ., (018)3830801 PAA(918)353.8157 -qob�7 Truss Truss Type, Qty Ply „ F8 091 A3. FLOOR 1 1 D ans Lumber & _suss, acramento;. a, - ';s. un 9 1898 M!Tekn ustr es, Inc:.- rl 0 Ct 110 Uti; 1. age,. f' 6 k- 2.6.0 - '1.(1. 0 14-0 1-44 i 3x411 P*4= 3x4'0 lt6 1.5x4'11 344= 1.6x411 3xe= 2x4)1 1 .. 34 5 6 7 S 9 ' 13 12 11 1 r 386= 398^ 484c 1.5x411 3x8 - 4x8 I. 4.4.8 i _.: 1B1•D 4,4•B 1340 (019ta offiets 11 _•e ge, ,e ge , Ie 9e t LOADING;(psf) SPACING 177-3 CSI DEFL (in) Voc)' Ildefl PLATES GRIP TCLL 40.> 0 Plates Increase 1.00, TC 0.71 Vart(LL) -0.15 11-12 999 M20 2201195, TLDL 18,0 Lumber Increase 1.00 BC 0,72 Vert(TL) -0.23.11-12 >602 BCLL 0.0 Rep Stress Incr NO WB 0,41 HorZ(TLI' 0,02. 10 n/a BCDL 8.0 Code BOCA/ANS195 (Matrix) 1st LC LL.M ri /deft = 360 Weight: 89.1b LUMBER BRACING' TOP CHORD 4 X 2 DF No-1 &Btr-G TOP CHORD Sheathed or 6.0 0a center porlin spacing, except 80T CHORD 4 X 2 DF No.1`&Btr-G end Verticals. WEBS 4 X 2 DF Std-G "Except" BOT CHORD Rigid ceiling directly applied or 10-Q-.0 on center i3•G 9.10 4 X:8 OF Na bracing, Except:6.0-0 on center bracing: 14-15. REACTIONS (ib/size) 15=70/0.3.8, 10=666/0-3-8; 14='1137/0-3.13 FORCES (lb) - First Load Case Only TOP CHORD 1-15- 1113, 9-10+•108, 1-2=0, 2-3=503, 3-4=508, 4.5=-1437, 5-6=-1437, 6-7-1783, 7-8=-1783, 5-9=0 BOT CHORD 14-16 -1?7,;13-14=8315,,1.2-13= == 1437, 11-1214.37, 10.111232 WEBS 3-14'=-216, 2.15=139, 2.14 =464, 8-10=-1338, 8-11 =608i:7-1 1 =-298, 6-11 =380, 6-12=-151, 4-14—= 1476, 4-13=813,.5-;13= 37.1 NOTES 90� ,,IOZI � I I44*eaafitlepd-2k6 strongbacks, on edge, spaced,at 10-0-0 on center and fastened to each truss with 3-16d nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) CAUTION, Do slot stent truss backwards. 3) All plates are M20 pla±tis Unless otherwise indicated. 4) A plate,rating reduction of 2096 has beon applied foe the green lumber members. 5) This truss has been designed With ANSI/TPi 1-1995.criteria. LOAD CASES) Standard I u O QAl1FE5SIpyA� " 9 ; y ` Rte' °p 29699 JO 285 `F �Q V,1 oQ0 vi C AL Guiding o .._ .. - �: s n v, us ui �ng component a es 9neu m actor ants w th spat .r,dt ons aD is h"he e use m �. a bulldin svvatom des fined by it h its. motel cennecto s aro to be of prima,quolity.nalvanixad aneat steelFn occutJance with bF de Sten Toros and must he (u�lly embedded {nta each truss fats centeretl on the joint, Design assumes edequbto CALF drs�nabe and a DrV•Condluon Lite in, a IVen• errosive environment without the use of Ire7Rstar dtint or ppreservatlJo-Treated �umbsr, Shim or wedge if necessary to provide full beatbuingpAatoo ragU9ired. Cput all membore to beer tiphtlyagainet oachothen TTtV.^112USiS EIQaIN£ERTNC3 notallatlon io entirely tt�a ratio slbllity of the contffa 9Srl'Lg1bEINS7ITUTE;aMedlsCn pollmanan i is tba rdsponB bflity H� bOYado Hills, r CA 96762 of of ora, Ear edditlo� a Infotmoti, n contact the. TFiU W o —TTNussss rType,tY y P8-081 - FLOOR 5 1 o ane um er N 1 russ, bacramepto, a,951:326 4.0-,n s Tt 9 199B MiTekn ustr es, Inc, rl Qct age I 2`6.0 l 16.0 944 t -s•° la^ - j 3x8= 1,6X411 ' 3x411' 3x6= 3x411 3,x6= 3011 3x4= 1°;5x411 3x6 --,3x411 2, ,3 4 5 6 7 8 9 70. 11 1716 15 14 13 1 l 3xS= 3x10= 1,51 6111 4x30= 3x4 3;6_. V 3x4, _ I I 1 4.4.8 i 10.2.12 20.2.0 —i i 4.4.8 5.10.4 -" 9.11.4 ,e ge , : . e ne , : e ge ; ,e ge I ate sets :e t1e, - - - ,. LOADING (psO SPACING 1-7,3 CSI DEFL Jin) (loc) Well PLATES; GRIP TCLL 40.0 Plates Increase 1.00 TC 0,87 Vart(LL) -0.11 14-15 >999 M20 220/145 TCDL 18,0 Lumber Incrnase 1,00 BC 0.48 Vert(TQ -0.19 14-15 >999 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.02 12 n/a BCDL 8.0 Code SOCA/ANSI95 (Matrix) 1 st LC LL Min I/dell = :350 Weight; 99 Ib LUMBER BRACING TOP CHORD 4 X:2 DF No.1 &Btr.G TOP CHORD `sheathed or 6.0.0 on oenter pitrlin spacing, except a. BOT CHORD *X 2 OF No.1 &Btr-G end Vertleala. f—`WEBS 4 X 2 OF Std -G SOT CHORD tiigid ceiling directly applied or 10.0.0 on center uraning, Except: ,. + 6-0•0 on center bracing; 18-19, REACTIONS (lb/size) 1,9m-224/0-3-8, 12 = 702/0-3-8,8 =1623(0.3.8 Max Uplift19=-224(load case 1) 3 l FORCES (lb)''- First Load Case Only TOP CHORD1-19=-99, 11-12=-97, 1-2=0, 2r3=1578, 21 4=1581, 4-5.:=-356, 5-6=-1614, 6-7=-1614, 7-8=-1928, 8-9=-1928, 9-10=-1 928, 10-11 =0 8OT CHORD 18 19=-765, 17-18=356, 15-17=356, 15-16=356, 14-15=1967,'13-14=1928, 12-13-1279 WEBS 3 1S=-144, 6-16=-308,;2-19=840, 2-18=-1100'1,4-18=-21211, 4-17=334, 5-15=1375, 5-16=-312, 10-12=-1.403, 10.13=716, 9-13=-204, 7-15=•388, 7.14=-53, 8-14=4 'I 1) ReGiatow—awW NOTE 2x6 strongbacks, on adga, spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached o walls at their outer ends or restrained by other means. 2) :CAUTION, Do not erect truss backwards, 3) All plates are M20 plates unless otherwise indicated. 4) A plate rating reduction of 20% has beer? applied for the green )timber members. 51 Prove a mechanical connect on y others) of truss to bearing plate capable of withstanding 224 lb uplift at Joint 1.9, 6) This truss has been designed with ANSJ/TPI 1.1995 criteria. QAOFESS/ON A LOAD CAS19(S) Standardr �a`�9 6S C. T9�Fyc Bun's d l r`.oC:vaY Y, NI z'k l r t4 e 4 ' Gq In 71 ILDING DEPART o 0331-02; I �-` C• l\` .28599 s } s APV � wx * Er • scat i is in WI ua u, n component Is esigne m eccor once yet spot (canons one s to a buildin s stem desi nod by others. Motel cennectots are to be cicprlmo quality alvanized sheet steel In accordance wit ASF �t1 Bul ding �o�e Stendat a and must be fully emb0 . Imo each truss.lace conterat� on the Joint. Oeslgn assumes adequate 1� tlra4nage•and a va ontl tion use in a Non•Corrgsiva a viranmont out the use of FIre•Retardant or �'[ssarvanve•Treated Iumber..Shlm or wedge I� necossory cd provide full bearing area requlmd. Cut all members to bear tigght y against each other, TR - TRUSS ENGINEEi:xNG ins is entirely the responsibility of the cpntlactar qqII bmcin tem omry end pe manont,'ls tqo responsiblllty r ditiogol information cc tactxhe JflUSS i�LATE INS�ITUT Madison; Vf1 E1 'Dorado: Hills, CA 95762 of others, Fa ad Jou runs russ I ypo Uty y ;. F8-081 A4 FLOOR 1 1 o ans um er russ, acramento,-, a: s Jun 1 I ek Industries, Inc,—Fri. ct age '246 1.01 1.1•a .. 39411 3x4.- 3x4'11 3x8- 1:5x411 1,5x411 3X4= 20' II 1 2 3 4 _ 6. 6 7 8 Le X 11 t0 9 US= 3x8- 3x4 3x4= 4X8 I i - 4.48 _ .._. 12.14 ateSatGTT1-b 0-- ,e 9e i -l-d,e ge ,. • ; : :e q� y LOADING (psf) SPACING ° 1-7 3 CSI DEFL (in) floc)1/dell PLATES GRIP TCLL 4.0.0 Plates Increase 1.00 TC 0,41 Vert(LL) -0,06 9-10 >999 M20 220/195 TCDL 18.0 Lumber Increase 1,00 BC 0;36 Vert(TL) -0.17 9-10 >808 BCLL 0.0 Rep Stross Incr NO WB 0.3,7 HorzITL►: 0.01 9 BCDL 8.0 Code 80CA/ANSI95 (Matrix) 1 at LC LL Min I/deft = 360' ,l/o Weight: 81 Ib LUMBER BRACING TOP CHORD4 X 2,DF No..1 &8tr-G TOP CHORD Sheathed or 6.0-'0 on ;center purlin spacing, 99copt BOT CHORD 4 X 2 DF No,1 &Btr G end Verticals WEBS 4 X 2 DF Std -G "Except• BOT CHORD Rigitl calling directly applied or 10-0.0 on center 8-9,4 X`8 OF NO 3-G bracing, Except: 6-0.0 on center,bracing: 1213, REACTIONS (lb/Size) ' 13=37/0-3.8, 9=50/0-3-8,,:l Z 1104/0.3=8 FORCES 115) First Load Case Only TOP CHORD 1-13 =-I 02,.8.9 -101, 1.2=0, 2-3=615, 3.4=619, 4-5=-1219, 5.6"=-1219,'6.7--1219, 7.B -O BOT CHORD 12-13,,=-1 0 11-12=562, 10-11 =1"219, 9.10-992 �' — _ _ = '4-1 1 =723, 5-11 -247 WEBS. 3-12=-.190 2•.13-205 2-12—_-527, 7-91077, 7-!10=250, 6. 10=--78, 4-i?---1299; NOTES Rt4u 1) fReseRarnend(2x strongbacks, on edge, spaced at 10.0.0 on centet and fastenetl to each trl ss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) CAUTION; Do not erect truss backwards, 3) All plates are M20 plates unless otherwise indicated. 4) A plate rating reduction of 20% he'd been aNpl)ed for the drden lumbm er embers, 61 This truss has been designed with ANSI%TPI 1.1995 criteria, LOAD CASE(S) Standard Y.3 1 �l C- �sp�d ggFESS/0 + r^ --�: A S v i 9 1,A 03.31 2 . a b 28.5 A `a d' V AL\F�o.: Thi In iw uo u iggqqa Cerrito t s es roe n occor anc wit r- sp``c cot ons an s to o use a bul d naq sy1�stem deal road by others, -Halal con ecto s ere a ba of primo qu011ty aIvahlzot� shoat stee111, accordance with µ aulld�na G.nde S dndartls and mus be tNully embe�ded into, eacb, cruse taco ca tore tha jotrot baslpn assumes adequate dralnege and A. t rTZOAItion Use to a n. or anVironmant without the Usa or. FFire-notumant or proservatiVe-Treated u"I r. Sbim o wedgeh If necessary to provldeiulibearinp area required: Cut all man}hers to haartlphtly against eact.:othal TRV�TR E!8 RNdr ERINd I sponsibility or tho dontractar. All brecln tempolmy and permaponG is fhe responslbllity pato otlop Is.,onilrely t o rrormotlon contact the TRUSS PLATIE INSQiTUTE, Madison; WI E7. Dortsdo HiYiti Cly 95752 oro. ors,Foradditicna In n usk I�Ic tries. Inc: ,r—F i Oct -1 ace Ii ,- 2•6-_0 1 1.3,0 I'. t- i .. 1.5x411 1,5x4= 3x6=., 1.5x411 3x4 1:6x411 1,5x411 3x8 3x4.11 1 2 3 4 5_ 6 7 8 r i 12, 11 10 3x6= 3x8' 3x4= 3X6=: i 16.0.0 -P ate S LOADING (psf) SPACING 1-7-3 CSI DEFL (in) (lot) Well PLATES GRIP TCLL 40,0 Plates Increase 1.00 TCDL 0 7C 0;56 Vert(LL) 0.20 11-12 X952 MgO 220/195 18,0 Lumber Increase 1.00 BC 0:72 Vert(TL) .3211-12 >584 BCLL 0.0 Rep Stress Incr NO WB 0`,56 Horz(TL) 0.04 9 6/6 BCDL '8,0 Code, 80CA/ANSI95 (Matrix) 1 st LC LL Min I/del = 360 Weight: 74 Ib LUMBER BRACING TOP CHORD4 X 2 DF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except BO �,. T CHORD 4,X 2 OF No, 1&Btr-G end verticals, IN " EBS 4 X 2 OF Std -G BOT CHORD RI& ceiling directly applied or 10-0.0 on center" i bracing. RFAC T IONS (ib/size) - 13 = 825/0-3-8 9 =831 /0-3-8 FORCES (ib) - First Load Case Only I TOP CHORD' 13-14 -96, 1-14=-96i 8-9=-104; 1-2=-5 2.3=•2498, 3.4=-2498,:4-5=-2569, 5.5=--2569, 6-7=-2569, 7-8=0 BOT CHORD 12-13=1560, 111-12 10.11=2569`,.940=1560 WEBS = -13=-1707; 2-12=1033, 3-12=-225'.4-12==,290, 4.11 =-258, 5-11 =110 7-9-- 1712 7=10 =1112,;810--338 2 NOTES i�f&t(944 1) leeom-nand 2x6 strongbacks, on edge, Spaced n 10-0=0 on center and fastened to each truss with 346d nails, Stroggbacks to be attar, ad to walls at their outer ends or restraine.f by other means; 2) CAUTION, Do not erect truss backwards, '. 3) All plates are M20 plates unless otherwise inr;(vated, 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TPI 1-19;35 criteria. LOAD CASE(S) Standard cOURTY '►'� 3 61i9Efi'ii! �0 QPOFESsIOygt 6.� t ,1 28899 op 03.31 Wj 1 16 ' � � p.03.31• CAC\F�� ; 2'Ei fdElih� !s !n m ua u ng components es gn n accor soca w ! spec cations an s to o use rn a buildin s stem desi nod others,Metal connectors are to �ie of prlma,quality nalvanizad sheat stool {1n accord soca with C y 1 auilding �o�e Standar�s end must be fully embedded Into oscfi truss face centered o the iairt ,Oosign assumes adograta Op CAl1F .drainage end t1 Ory•Condition use In a Nan•Corr44siva environment withouttha use of F81re•Rotordant or Preservative•Treated -- lumber. Shim orwedgu if necessary to provide tullbearing arils required. Cut all members to b�arti�htly against oath other. TRV_ U33 ENf3INEERING Installation is entirely the res ponslbiilty`of the contractor. II into tem ovary and pormanept, is t e responsibility of others, Poraddltlonal Ipformetion contact the TRUSS PCATE INS�ITUT� Mad(son, WI i,1' .Dorado HillsCA 95761 - i .lobTruss. Truss Type Uty Ply F8-,081 81 FLOOR 1 T o ans Lumber & Truis, sacramentoi Us, s un I e n ustr es, lnc,ri Uct,age 2.6.0' .. ,. 0-1105 ., 1-3.0 -. 1.5x4;11 � 2x411 3k6c 1.6x411 3x4= 3x4=: 15k411 3x6 1.5x4c 1 2 3 4 6 6 D 15, 13 12 Ti 10 48= 3x4 1.5x411 3x4_ 3xB= 3x6= !Pl atesets a gel, _ - ,e ge LOADING (psf) SPACING 14-3 CSI DEFL (in) (loo) i(defl PLATES: GRIP TCLL 40.0 Plates Increase 1100 TC 0,38 Vert(LL) -0.15 11.12 >999 M20 220/.195 TCDL 18.0 Lumber increase 1.00 BC 0,70 Vert(TI-) r.0,25 11-12 8CLL 0.0 Rep Stress Inor NO WB 0.52 Horz(TL) 0.04 9 n/a BCDL ;8,0 Code BOCA/ANSI96 (Matrix) 1 st LC LL Min 1j.$1 = 360 Weight: 79 ib LUMBER BRACING TOP CHORD 4 X 2 OF No.1 &8tr-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except BOT CHORD 14 X,2 OF No.1 &Str-G and verticals, WEBS 4X 2 OF Std -G' "Except" BOT CHORD Rigid ceiling directly applied or 10.0.0 on center 1-14 4'X 8 OF No.3-G bracing, REACl'IONS(Ib/size)'' 14-827/0-3-8,' 9 - 821 /0-3.8 FORCGS (16)<- First Load Case Ohly TOP CHORD 1-14=-108, 9-15w-96,'.8-15--98; 1.2=0, 2.3=4550; 3-4=-2550, 4-5=-2706, 5.6=•2472, 64=-2472j:7-8"--5 BOT CHORD 13.14=1638, 12-.13=2550 11-12=2550, 10-11 =2766,:9-10-1545 WEBS 2.14=•1779, 2-13=1006, 3-13=-276, 7-9-611190, 7.10 1022, 6 -TQ= -233, 5-10=-323, 5-11=-128, 4.11 =286, 4.12--123 I. NOTES A0441 Rf-�i . 114 Wa&amstatl-2x6 birottgbacks, on edge, spaced at 10.0-.0 on center and fastened to each truss with 3116d nails. Strongbacks to be 2) CAUTION,Do nlot erectltrussabackWardrestrained'by other means. 3) All plates art M20 plates unless otherWise Indicated. 4) A plate rating reduction of 20a%o has been applied far the green lumber members, 5) This truss has been designed with ANSI/TPI 1-1995 criteria, LOAD CASES) Standard { ILdvaA� (4'if4,M�<<tg3� pia 1L�C�L9[41t MQAOFESGIpyq� �r�N�wFI'S C. T9Geyc' I A599 * *Exp. u3• '� Qac? Off RGOL A`�FO r _ ... .., ......... -- A.--, nnrn with .anon not nnn xind in to hn titin n : n•. 0uilding Code Standards anis inust be Ully embedded into each. truss face centered on tno joint,-uosign assumas,apaquat --4 dralSage end a Dry-Cond tion da9 In a Non•CorrOaNd environment without the Use of Fira`Ratdrdant or Preservaflve-fronto 'um dr, Shim or,wodgehl� nncessory to provldo full bearing aretl required, Cut all mem�6ga�ts to bear tlnhtly a0alnst each' other, TRU-Ti of9ollia sl For ediirin Ilnormntionlllcntnci Shoe 1RU98ri'PATE INSQITUTE,oMaCisordl; Wlmnnant+ is the respunsihlllty El ;DbYBt 1, r 9 ENGINxBRINa Hillst CA 45762 I -Plate sets , -['L:e re, - - g , , - ;e fte , 11 3:U -1-u, a go LOADING (psf) 1' oly I runs fuss fypq PLATES GRIP ty y TC 0,70 Vert(LQ -0,1911-12 >930 (( TCDL 18.0 LumherIncrease' 1.00 BC 0.82 Vert(TL) -0.31 1142 >587 .I BOLL 0,0 Rep Stress Incr NO'' WB :0.62 F8' 091 A2 FLooR Bw^DL 8.0 1 1 1st LC LL Min I/defl = 360 Weight: 95 Ib o ans Lumber&russ, Sacramento, a,-32 s ,un 9,1998 Mil-ekindustries, Inc. Fripp; 16 otma:2t),izJ age 2.e.0 i.6.0 t 9 s 3x411 3k4= 3x411 3x8= 1.5x411 3x4=. 1,5x411 d 1 201 1 2 3 4 5 6 7 8 9 i 1i 13 12 11 1 3x8-' 3x8 = 3x6= 1:5x411 3x6= 4x8= - 4'f -a 15.3.12;: -Plate sets , -['L:e re, - - g , , - ;e fte , 11 3:U -1-u, a go LOADING (psf) SPACING 1-7-3 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates increase 1.00 TC 0,70 Vert(LQ -0,1911-12 >930 M20 220/195 TCDL 18.0 LumherIncrease' 1.00 BC 0.82 Vert(TL) -0.31 1142 >587 .I BOLL 0,0 Rep Stress Incr NO'' WB :0.62 Horz(TL) 0.03 10 n/a Bw^DL 8.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 95 Ib ' LUMBER BRACING TOP CHORD. 4 X 2 OF A16.1 &Btr•G TOP CHORD ,Sheathed or 6.0.0 on center'purlin spacing, except BOT CHORD.'4 X'2 OF No.1&Btr-G end verticals. '41 WEBS 4 X 2 OF Std "Except" 80T CHORD Rigid ceiling directly applied df 10.0.0 on center 9-10 4 X 8 DI; _No,3-G bracing, Except: 6.0.0 on center bracing: 14=15. REACTIONS (lb/size)15;=2(0-3-8, 10=727/0.3-B, 14=1304/0-3.8 FORCES (lb) - First Load Case Only 1 •rOP CHORD 1-15=-102, 9-10=-108, 1-2=0, 2-3=745, 3-4=750, 4-5==1908, 5-6=-1908, 6-7=-2101, 7-8=-210111 BOT CHORD 14-15 -273, 1314=795, 12-13=1908, 11-12=1908, 10-11 =1398 WEBS 3-14 -206, 2-15=299, 2-14=-582, 4-14=-1698, 4.13=1227, 5-13=-357j 8-10=-1518, 8-11 -775, 7.11 =-298, 6.11 =211, 612=-129. NOTES (�fc t((Z£ 1) R000mmend 2x6 strongbacks, on edge; spaced at 10-0.0 on center and fastened tc each truss with 3-16d nails. 'Stronubacks to be attached to Wells at their outer ends. or restrained by other means. 21 CAUTION, Do not erect truss backwards. 3) All plates are M20 plates unless otherwise indicated. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed With ANSI/TPI 1-1995 criteria. LOAG CASSIS) Standard yyqq qq � �1V�ll'�li'4 gg �"QEE��yy �- jr °p,�PROFESS/Oyq� �i9O+1�Cl IDPLS +J11�`,Gr6� �5 g ry APIP'� %{K .:l�� C� 'c 28599 9f m f p, 09.31-02 ,u t?r.F o3 31 8 y Q� :. �s Otl v ua u mg component is a ggne m actor ante wtt spec tet ons an a to be usedi r Qf A0N0 ` f u i a o W J Standar D n Condition use n a Non Co Non -Corrosive environment wrtioutthe use oon Fire Rata dant or Preservative Treated f 1FQ a bulldln system designed. by others, Metal connectors La o be of prime quality galvanized shoat steel in accordance with d `umddoarg. Shim or edged if necessary to provide full bearing area required, Cut all members to bear ti htly against each ;other. TRU-TRUSS ENGINEERING ry n, er esponslbil(tY oflothers� Far additionahinformetimi contact the patter. All bracing tempor • an p E1 'DOsado' Hills,CA 95762 I USS PLATE IMS (TUTS, Madison, armenent; s t a r Job Truss Truss I ype: uty Ply 178=081 62 FLOOR 1 1 o ans um er & Trussi ac(amento, a. s, un 9 1998 PMFekn ustries, Inc. rl Uct 16 U5: age 1 2.d.o 1.5x411 l 2x411 .x6" 1.5x411 3x4= 3x4- 1.5x411 3x6_1.5x4"" 1.« 2 3 4 5 6_ 7 8 _- T4 15 • , 4 13 12 11 10' 4x8_ 3x6_ 1,6x4,11 394= 3x8 3x8 17+4.12 17.4-1z Plate , sets :,- `e ge - - ,e ge , , LOADINGalpsf) SPACING 1-7-3 CSI DEFL Iln)' (lob) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.64 UertILQ 0.24 11-12 1866 M20 220/195 T'CDL 18.0 Lumber increase. 1.00 BC 0.88 Vert(TL)' -0.38 11.12 >531 13CLL 0.0 Rep Stress Incr NO WB 0.62. Hl 0.06 9 n/a BCDL 8,0 Code 80CA/A NS19,5 (Matrix) 1st LC 1.L Min I/deft = 360 Weight: 84 1b LUMBER BRACING TOP CHORD 4 X 2 bF No.1 &Btr-G TOP CHORD Sheathed or 6.0.0 on center pUrlin Spacing, except BOT CHORD 4 X 2 OF N6.1 &Btt-G end verticals. WEBS 4 X 2 DF, Std -G "Except" But CHORD Rigid ceiling directly applied or 10-0-0 on center 1.14 4 X 8 DF No.3-(3 bracing. REACTIONS (Ib/size) '14=895/0-3-8,;9=890/0.3.8 FORCES (Ib) - First Load Case Only TOP CHORD 1-14=111 9-15=-95, 8-15=-95- , 1- =0; 2.3 =-2913, 3.4--2913, 4.5 = -2 -3251, 5.8=,-2161r 6.7=761, 7.8=-5 ; BOT CHORD 13-14-1861,112-13=2913,,11-12=2913, 10-11 =3251, 9-10=1696 l WEBS 7-9=-1U66, 7.10 1174, 6.10 216i'5-10=-537,:5-11 =.85, 4.11 771, 4.12=4146, 2-14 195G; 2-13=12266 1 5-13 i -327 t NOTES J�r�Qct(/�,+aS I 1)4jeeoMmend•2x6 strongbacks, on edge, spaced at 10.0.0 on center and !fastened to each truss With '3-16d Halls, Strongbacks til be attached to Walls of their outer ends or restrained by other meads. 2) CAUTION, Do not 'erect truss backwards. 3} All plates are M20 plates unless otherwise indicated, 41).A plate rating reduction. of 20% has been appli"d for the green 1uhlbiar tnembors, This truss had been designed Witit ANSI/TPI 1,-1995 critr: ia. I LOAD CASES) Standard " BU9 �i OUNT I } OWING G D'em An- I QttOFESS/cNq! t1�m p ?l 611 tl3.31 02 C vv— Bu dlnU CbrYo3te dards and mushebc ally mg 5d J IntOrer�chbtiu9sptoce cgentaia� rivthn�oln cot ons o s to a us r• C I vPAS q p eet steeaccordanceI Dosipn ae Iumgo edaquatoi p tatlr2 nopo and a DryCondltlon Usa h,2-tomC rrostve environment withuUt the Use of Flro•Ret�tdnnt or �'reserin to•eumbb n Shim or wedpaa if nec2asery ti' xovic% lull bo2rinp area required. Cw rltnm era to ear tfpht y apeln�t oach ether �R - ENGI m: st29ation Is ehtlrely tlt 'responsiblihy of the cantraotor p11 br11 temporary 2nd permanent; l9 a respAns bility Af UthA Forndtlltlonal�glo, -non contact the TRU55 )SLATE INSTITUTE, Medlsona WI El Dotadd Hillo, CA 95762 i I'lateOffsets, 2- 8-0.. 1 1.3.4 I 1[^ 0 �! 7:O-U-1£0-7 LOADING(psfI 1,5x411 1-7-3 2x4 i1 3x8. 1.6x411 3x4= 3x4= 3x4=, 1.5x411 3x8= 1.5x4= (loc) I/defl 1 -- 2 3 4 6 6_ _... 7 8 9, 9.00 TC 0.44• Vert(LL) -0.25 13 >895 17 TCDL `18.o Lumber Increase 1'.00 BCp 0,7,4 Vert(TL) -0.41 13 >539 6 15 14 13 12 11 treSBOCA/ANS 4 4x8_ 3x8= f I 1,5x411: 1.5x411 3x4=' 3x10= 3x6= 110 n/a, 1800 BCDL , ,I • CodeBCLL 95 ...19.0.0. • - .. I'lateOffsets, - e ge ,,e 9�Tf1 7:O-U-1£0-7 LOADING(psfI SPACING 1-7-3 CSI DEFL (in) (loc) I/defl PLATES GRIP TOLL 40,0 Plates Increase 9.00 TC 0.44• Vert(LL) -0.25 13 >895 M20 220/195 TCDL `18.o Lumber Increase 1'.00 BCp 0,7,4 Vert(TL) -0.41 13 >539 00 treSBOCA/ANS 0,70` LL 7 110 n/a, BCDL , 8,0r CodeBCLL 95 Watri 1st LC MI �% efl 360 Weight: 92 lb LUMBER BRACING TOP CHORD 4 X 2 DF No,1 &Btr-Gr TOP CHORD Sheathed at 6-0-0 on center purlin spacing, except BOT CHORD 4 X 2 DF No,1 &Btr-G and vertluals, 4 X 2 DF Std -G Except BOT CHORD Ri g g directly applied or 10-0-0 on center .WEBS Id ceiling 1-16 4 X 8 DF'No.3-G bracing. ^REACTIONS (Ib/size) 16'=980/0.3-8, 10=974/0-3.8 FORCES '(Ib) - First Load Case Only TOP CHORD "1-1a--106, 10 17 -97, 9-1 — , = 57, 6-7=-3141, 7'-8=-3141 8-9,--5 Z=-96, 12-0, 23=-3200; 3.4=•3200, 4.5=3795 5••6—=37 BOT CHORD 15-16-1991 14-15-3795,73-14--37951 12-13=3796 11-12=3757, 10-11 =1882 WEBS 8-10=-2060, 8-11 =1387, 7-11--237, 6.11 =-676, 6-12=52, 5712=-50, 5-13=-1, 2-16=-2162, 2e15=1333, — = 29 3-15 --226,,4-15 --653, 4-14 ' I NOFtS i�•f'lZ..(rYh/v,� 1) rn"xaaa4.2x6 strongbacks, on edge, spaced at 10-0.0 on center and fastened to each truss 3-16d nails. strongbacks to be attached to, Walls at thoir outer ends or restrained by other ! means. 2) CAUTION, Do not erect.truss backwards. 3) All plates are'MO plates unless otherwise indicated. 4) A plate rating reduction of 20% has been applied for the green lumber members• 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD.CASE(,W ',,Standard BUTTE }� ?� 6r U % sr�' ��t nl���g��1�gQ�pFESS/0,1,q! itiFk7n9�a«� d��u����� tcS C. r Fy [{"� P "' " +lt^` � r � • 2869@ 9G9t cm h s "y' ' G .03.31-02 to r, 0, i•02• F, C L\�00 GENERAL S: Is Ir.lvi us UI Ing component s es ggne n'accor ante Wlt 9rleci icat ons an Is to e u 1 a bulldInnn sdystem 8as[ pnad by others. Me al connectors ora to be of prlma quality ah•anizaof agent steel in accordance aulldlnp co a Stender tldsland must be Cully embedded into each truss face centore�on [he joint. Design assumes adequa OF Oa' �nstalhtlahl�q edg hlfl ecessory toNproviderlull beaiirip nlea ieq fired Cut etl merobe sRo tieuei /fitlPreservative- aaelnst each other. TRU_ TRV^TR 3S .ENGINEERING _ n y the responsibility of tha cont actor. All bmcln tempporaryand permanent, is fila responsibility of others. or additional inforptation contacttha TRU$S PLATE INS f1TUTE, Madison, Wl, El Dorado Hilly s CA: 95762 �I• 1:30 t)98 1.62411 3x41 3x4 3x411 1 2 3 4. i 9 115x4— . ' I 7 6 1,5X4ll 1.5011 3x8 3x8= ate Offsets , :e ne; - LOADING (psf) SPACING 1-7-3 CSI DEFL lin) (lac( j/defl PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) 0,00♦ 7 >999 M20 220/195 TCDL 18.0 1 -Umber Increase 1.00 BC 0.04 Vert(TL)', -0.00 6 >999 BCLL 0.0 Rep Stress Incr NO WB '0.03(iorz(TL)` 0.00 5 nip BCDL 8.0 Code BOCA/ANSI95t L " (Matrix) 1 sC LL Min I/dell = 350- Weight, 23 Ib BRACING TUP CI`Ib 6' 4 X 2 DFNo,1&Btr-G TOP CORD Sheathed, BOT t:NORD 4 X 2 DF No 'I &Btr-G BOT C -,LORD Rigid ceiling directly applied or 10-0.0 'on center WEBS , 4 X 2 DF Std -G. bracing. REACTIONS (Ib/s)ze) 817710-8-8, 5 =182/0-3.8'' FORCES (lb) - First Load Case :Only TOP CHORD 8.9=<,54, 1-9=-54, 4-5=-57, 1-2= y, 2-3 142+ 3=4=0 BOT CHORD 7- = 18 42, 6.7 =142, 5. 3 =142 WEBS 2-8 =-180, 2�7 =16, 3-5 =•184,3-0,, 12 NOTES 9t&4(04 _i 1) Reeor R3end+2k6 strongba ks, on edge, spaced at 10-0-0 on center and faStaned'to each truss wjth 3-1 ud nai'Is. Strongbacks to be attached to walls at their oU,er ends or restrained by other mdans. 2) CAUTION, Do not erect truss backwards, 3) All plates are M20 plates Unless otherwise indicated, 5) Thplate s t Usethas been designed with AN41/i PII 1 i1995rthe ,critegria en lumber members. LOAD CASES) Standard VE cou A 9 13fabS�+iiV A1W:IGIV� �+ ».ESS:Oyq! rcp? 6p+ C . Tq✓ �yc' � Pa ED % dy A A UP. N tA All- tIEMRAL Mal FritThi. i.dwidual uwininn nmm.nn... is.nwa,nna In nn!!nrnnnna w t xnani ,nnl nn C. nn In to w nCa n. 'f� nl . a IW ding main dacign0d by others. Metal connoctats are to be of primo gUality aWnhIzed shhbet steel In Orcordance with \� ;--='-'" BUIId ng Cadda Standar s and must be fully embeadeJ {nto oaah truss taco Cbntefa� on the lolnt ;Design assumes adequate g y I reated Idralne a and Of Contlltlon use tfo o Non•Cortosld# en toortich t shout the Use o o I the JoI ra. Desi rassumed o•T - . �nata1B1aUah I5 snit elygi to rospon3lUylity olothe centrad of qalIlrb ocinUggfrtarrf�ppot�Apry tlnd pnrmenant�letthno�ioopon3lbiiliyh'other, xRU�TRUSS ENOI ERINO of othM. For addltlona� information contact the TRU55 j�LATEr INSTITUTE, ., gHkon, WI, D7. Doradc Hills - o CA 95762 I I ty -r3 Fly 1:30 t)98 1.62411 3x41 3x4 3x411 1 2 3 4. i 9 115x4— . ' I 7 6 1,5X4ll 1.5011 3x8 3x8= ate Offsets , :e ne; - LOADING (psf) SPACING 1-7-3 CSI DEFL lin) (lac( j/defl PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) 0,00♦ 7 >999 M20 220/195 TCDL 18.0 1 -Umber Increase 1.00 BC 0.04 Vert(TL)', -0.00 6 >999 BCLL 0.0 Rep Stress Incr NO WB '0.03(iorz(TL)` 0.00 5 nip BCDL 8.0 Code BOCA/ANSI95t L " (Matrix) 1 sC LL Min I/dell = 350- Weight, 23 Ib BRACING TUP CI`Ib 6' 4 X 2 DFNo,1&Btr-G TOP CORD Sheathed, BOT t:NORD 4 X 2 DF No 'I &Btr-G BOT C -,LORD Rigid ceiling directly applied or 10-0.0 'on center WEBS , 4 X 2 DF Std -G. bracing. REACTIONS (Ib/s)ze) 817710-8-8, 5 =182/0-3.8'' FORCES (lb) - First Load Case :Only TOP CHORD 8.9=<,54, 1-9=-54, 4-5=-57, 1-2= y, 2-3 142+ 3=4=0 BOT CHORD 7- = 18 42, 6.7 =142, 5. 3 =142 WEBS 2-8 =-180, 2�7 =16, 3-5 =•184,3-0,, 12 NOTES 9t&4(04 _i 1) Reeor R3end+2k6 strongba ks, on edge, spaced at 10-0-0 on center and faStaned'to each truss wjth 3-1 ud nai'Is. Strongbacks to be attached to walls at their oU,er ends or restrained by other mdans. 2) CAUTION, Do not erect truss backwards, 3) All plates are M20 plates Unless otherwise indicated, 5) Thplate s t Usethas been designed with AN41/i PII 1 i1995rthe ,critegria en lumber members. LOAD CASES) Standard VE cou A 9 13fabS�+iiV A1W:IGIV� �+ ».ESS:Oyq! rcp? 6p+ C . Tq✓ �yc' � Pa ED % dy A A UP. N tA All- tIEMRAL Mal FritThi. i.dwidual uwininn nmm.nn... is.nwa,nna In nn!!nrnnnna w t xnani ,nnl nn C. nn In to w nCa n. 'f� nl . a IW ding main dacign0d by others. Metal connoctats are to be of primo gUality aWnhIzed shhbet steel In Orcordance with \� ;--='-'" BUIId ng Cadda Standar s and must be fully embeadeJ {nto oaah truss taco Cbntefa� on the lolnt ;Design assumes adequate g y I reated Idralne a and Of Contlltlon use tfo o Non•Cortosld# en toortich t shout the Use o o I the JoI ra. Desi rassumed o•T - . �nata1B1aUah I5 snit elygi to rospon3lUylity olothe centrad of qalIlrb ocinUggfrtarrf�ppot�Apry tlnd pnrmenant�letthno�ioopon3lbiiliyh'other, xRU�TRUSS ENOI ERINO of othM. For addltlona� information contact the TRU55 j�LATEr INSTITUTE, ., gHkon, WI, D7. Doradc Hills - o CA 95762 I I L6x4ll 3x411 3x10= 1.6x111 3x4= 3x4= 3x4= 1,6x411 3x10 1,50 1 2; 3L 4 5 0 7 8 9 tv 17 Y i 16( 14 13 12 11 3x8= . 4x10= 1.50 l 1.5x411 3x4= 4x1,0= 3x6- I,. 19.0.12 ..� 19.0;12 Plate Offsets ::e ge, _ e lie , : -. ,e gt3 eT T7::0 -U- LOADING (psf) SPACING' 1-7-3 CSI DEFL fin) '(loc) I/deft PLATES GRIP TCLL 40,0 Plates Increase 1.00 TC 0,47 Vfi t(LL) -0.27 13 >842 M20 220/195 TCDL 18.0 Lumber Increase 1.00 BC 0079 Vert(TL) 0,45 12-13 >507 BCLL 0.0 Rep Stress Incr NO WB 0:72 Horz(TL ) 0,08 10 n/a BCDL 8,0 Code BOCA/ANSI95 . (Matrix) 1 st LC LL Min I/def! = 360 Weight: 88 Ib LUMBER BRACING TOP CHORD 4 X 2 DF No.1 &Btr-G TOP CHORD Sheathed or 6.0.0 on center purlin spacing, except BOT CHORD 4 X 2 DF No.1 &Btr-G and verricals.I WEBS 4 X 2 DF Std -G BOT CHORDR)gld ceiling directly;eppiied or 10-0-0 on cantor bracing. REACTIONS';(ib/size) . 16=993/0.3-8,'10=987/0-3.8 " FORCES hb) First Load Case Only TOP CHORD, 1 iol6=-98, 10.17=-97, 9-17=-96, 1-2=0„2-3=-3187, 3.4+=-3187, 4-5=-3877, 5-6=3842, 6.7=-3195, 7-8=-3195, 8-9=t5 BOT CHORD 15-16=1912, 14-15=3877, 13-14=3877, 12-13=3877, 11-12=3842, 10-11 =1910 WEBS 8-1 0=-2091, B-11 ='1417, 7,11 =-2371 6711 =-710, 6-12=61, 5-12 47, 5-13=-20, 2.16=-2098, 2-15.=1406,:, 3.15=-221, 4-15=-758,;4-1'4=48 NOTES - i 1) 2x strongbacks, on edge, spaced, at 10.0-0 on center and fastened to each truss With 3-16d nails. Strongnac_ksto be.attached to walls at their outer ends or restrained by other means. 2).CAUTION', Do not erect truss backwards. 31 All piates are M20 plates unless otherwise indicated. 4) A plate rsting reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(P) Standard ((� 1 ee �r ¢� i►�� f TE Go�J"�f��+�9 p� i°� -_.w._ FPOFESS/pNq` UD 6w a6 S1 8 t�(ir.�,�trQ X85 C T9G Flc� BU �, e P ,I!- O 4rx 2859 \it P 9j L'CV f CALtFO BtlCD GENERAL NOTESi 3 a b ling � a Stantlar s and mus ba full embedded Ento a o estn actor ante wtt spot, feat ens an s to a use m �A1 a bulld(n s stem designs by others. Metal connacto s are to bo of prime quality elvenlzed sheet steel In'occordance,wlth srtom c h truss face centeret� on tha joint. Dasign assumes adequate drainage and a Dry Condition use In a Non•CdrrosiJe environment without t use of Flir a•Retaruant or Preservative•Treated lumber. Sh(m dr wedge Ifnecessary td prov(de lull bearing area requ(red. Cut a8 members to beer (phtly ageigst each other. TRU -TR B5 'ENaTNEERINa , Installation Is entirely the �asponsibilI', the contractor All bracin tam ora!y and po manent, s the rasp slbllity i vfi A 95762 r : of ether i'LATE INS ITUT ,Madison �'1 Dos8n0 Hills,, C s. For oddlNonal inlormetion contact the 7fiUSS z i P557 Fuss I russ' ype' ty y • F8.081 F FLOOR 2 1, 1.3-121.3.0 tl -12� ..., 3x4= 1+5x4" II, 3x411 axe- 1,5x411 3x4= 1-:5x411 1.5x411 3x10_ 394.11' 30= 1.50- 1 21 3 _: _ 4 5 6 7 ,; 8 9 10 11 20 18 17 18 1413' axe= 3x8'; 3x4^ 3x6 3x10_ 1,5x411. 3ice'- 1.5X411 I, 15.4.12 207,4 .5.0 15.4.12 4. I Plate offiets : : fie, ,; .. ,e ge , ,e ge , - ,e ge +, - g ,e - .-81 LOADING (psf) SPACING 1.7-3 CSIDERlin) 00c) I/defl PLATES GRIP TCLL 40.0 I Piatas Increase 1.00 TC; 070 Vert(LL) -0.19 17-18 >988 M20 220/195 TCDL 18;0 Lumber Increase 1,00 BC 0,69 Vert(TL) ' ' •0,31 17-18 >600 BOLL 00 Rep Stress Incr NO we 0.69 Horz(TL) 0,03 15 „'n/a 13CDL 8..0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/dofl = 360 Weight: 97 Ib, LUMBER BRACING TOP CHORD 4 X 2 DF No,1 &Btr-G TOP CHORD Sheathed or 6.0-0 on center purlin spacing, except BOT CHORD 4 X 2 DF No.1 &Btr-G and verticals: WEBS 4X 2 OF Std -G BOT CHORDlgid ceiling directly applied or 6-0-0 on center Pbracing, l REACTIONS'(ib/size) 19=742/0.3-8, 1.2=-59/0.3.8, 15=1439/0-3-8 Max Uplift 12=-5911oad case 1) FORCES (lb) First Load Ca"se'Oniy Top CHORD 1-19=98, 12-20=-111, 11,20=-11 1, 1.2x0, 2-3-2i'12, 3=4=-2112, 4-5==1842, 5-6=-1842, 6-7--1842, 7rS i0 , 8-9 1059, 9-10=440, 1( 1 =-6 BOT:CHORD -18 19=;1369, 17-18=2181,-16-17,=1842,115.16=605, 14,.1.5 •440,_13.14__440, 12.13=•440 WEBS 8-15=-188, 2-19-1502j-2.181=810, 3.18=•218, 4.18 •75; 4.17==4571 5-17-211, 7-16-1836,-1-16=061i, 6-16- 415, 10-12=48B 9.15=496, 9.14=312, 10-13=,250 NOTES g0tt y46 I 1) tjft rtmeHd x6 strongbacks, on edge, spaced at 10.0;0 on center and fastened to each truss Niith 3 1 tib 'nails, Strongbacks to be attached to VIalls at their outer ends or restrained by other means. 2) CAUTION, Do not 0act truss backwards. 3) All plates are M20 plates unless otherwise lndicated. 4) A, platerating reduction of 20% has been applied for the green lumber members, 5) Provide mechanical connection (by othersl of trUss to bearing plate capable of withstanding 69 Ib uplift'at joint 12, 6) This truss has been designed with ANSI/TPI 1.1006 criteria, LOAD CAS E(S) Standard C, �q�y Q0 pp BUILDING 10 q �FI YS�O Y ! 2859 e; ib 8 dl CfV CAL\�� 9Q09 Y,v ('YI vYU1t1Y11v11111Y1,IlY{IYII YYIIIUYI IIItl If1VJJ ,"YHIG_IIYJ,IIV IGI IYIYYIL n, I VI specwcotions,ono ,Is to us uses In \Fv olvanizod shoot stool In occofdance With CAL on the taint, pulls assumes adequate I Ire•flet rdarlt pf (nsorVatlVo�Treatotl m�aro to �eortl htY aloinst each other. 'PR11-'PR SS ENGINEERING iip�lmahent, In i,u respan9lbuilY R1 borado :IiilYs r CA 957,62 a -job- ., :e ge - e go , 11 t use suss ypoty LOADING I.psf) SPACING 1.74 ^ y DEFL F8.081 C FLOOR 40.0 Plates Increase 1100 TC 0.58 Vert(LL) o ons usacramen_o M20 220/195 TCDL 18,0 usee , nOctagem BC 280 Vert(TL) 1.3.0 1.5.0 1 BCLL 0.0 Rep Stress Incr NO WB 1,6x411 :3x411 3x6= 1,50 if 3x4= 1,6x411 1.5x411 3x8= 1.5x4,= 1 _ 2 3 4' 5 6 7 8 14 12 11 10 : 3x8- 3x8= 3x4'= 3xe= 3x8.- 'i -_ t8;0.8 -Plate Offsets :e ge - e go , 11 : - - ,e ge , LOADING I.psf) SPACING 1.74 CSI DEFL (in) (loc) 1/def! PLATES GRIP" TC! L 40.0 Plates Increase 1100 TC 0.58 Vert(LL) -0.20 11-12 >934 M20 220/195 TCDL 18,0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.33 11-12_ >573' BCLL 0.0 Rep Stress Incr NO WB 0,57 Horz(TL) 0.05 9 n/a BCDL 8.0 Code BOLA/ANSI95 (Matrix) 1st LC LL Min 1/uefI = 360 Weight; 74 Ib' 1 i f � i LUMBER BRACING TOP CHORD 4 X 2 U No.1 &Btr-G TOP CHORD Sheathed or 6.0.0 on centerp uriin spacing, except BOT CHORD 4 X 2 DF No.1 &Btr-G end verticals, ' WEBS 4 X 2,DF Std -G BOT CHORD Rigid ceiling directly'°applied or 10-0.0 on center bracing. REACTIONS (Ib/size) 13=833/0-3-B 82710-3-B FORCES (ib) First Load Case Only TOP CHORD 1-13=-98,9-14=-102,8-14=-102, 1-2=0, 2-3=-2507, 3.4=-2507, 4-5=-2583, 5-6=-2583,'6-7=-2583, 7-8=-5 130T CHORD 12-13=1567 -11-12=2775,10-11=2583,9-10=1563 i WEBS 2.13=-1720, 2-12=1036, 3-12=-223, 4-12=-295, 7.9=-1.709, 7-10=1124, 6-10=-343, 4-11 =-259, 5.11 =110 i {VOTES t,Uj, 1) +4xw rttf+end 2x6 strongbacks, on edge, spaced at 10-0-0 on center and :fastenetl to each truss with 3-16d nails. Strongbacks to be 2) attached 6Do not their outer Gds or restrained by other, means, C erect truss backwards, 3) All plates are M20 plates unless otherwise indicated. 4) A. plate rating reduction of 20% has been applied for the green lumber members. 5) This truss'ias been designed with ANSI/TPI 1`-1995 criteria. LOAD CASES) Standard : U ULIN SEP � ��4 i Q QpOFESSlpNq�' APF ii G �'r �'• 28599 To .03.31.02 f No. 85ss s n w ua u ding,c rri a ent s as no n decor an icifications and is to be - a bu Idin pp svVstam desiggnod by others. Mryleta] connnactofa are to ba of prime quality �agolvanized shoot steel in accordan 'w Bulling Catla..5tandards and musj ba tuliy embedtla Into each truss faco centers an the Joint. Design assumes odeq et a drain and a DryCondition use n a Non•Corrosive environment without tha use of Fire•Peterdant or rroservative-Tre 9f G) y 1 dmber. Shim ar wadga itnecesseryto prebidedull booting area requlrad. Cut all members to bear tigght yagainat each of F r71.T { 3 EN(3T ERTNt3 ;l �notollotion is entirely the' responsibility of the contractor. All bracin tam arar) end permanegt, 1s tba respooslbllity g n WI — o Hilla, CA 95762 Of at For additional information concoct tha TRUSS RCgTE lNS rITUT , Modl,,o I J04 ruse sussyl -pe- - ty Y FB -081 G FLOOR, 8 1. : o ans Lumber & Truss, Sacramento, ,:.a. s, un LTn-du-s-tr-io-s-,-Fn-c.-Tri,uct 3 1998, Page I 210.0 �_ I.e. 3x411 3x4= 1:5X411 1:5x411 3x4= 3x411 1 2 3 a 5 6 i � � B 3x6- 3x4- 3x4 3x6 i 12-5-0, . ... .� 12.5.0 ate sets : :e ge, - ,. : e ge ; : - ,e ge 1.7-3 CSI DEFL (in) floc) I/dell PLATES GRIP O.ADINf3 (pat) SPACING TCLL 40.0 Plates Increase 1,00 TC 0.35 Vert(LL) 0:06 8-9 >999 M20 220/195 1 TCDL 18.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0,14 9-10 >999 SCLL OA Rap Stress Inbr NO WB 0,29 Horz(TL)0,02 7 n/a BCDL 8.0 Godo BOCA/ANSI95 lMatrix) 1st LC LL Min I/deft = 360 Weight: 57 Ib LUMBER BRACING TOP CHORD 4 X 2 O NoA &Btr•G TOP CHORD Sheathed or 6.0.0 on center pUrlin spacing, except BOT CHORD 4 X 2 OF No 1 &Btr-G end Verticals. WEBS 4 X 2 OF StM BOT CHORD Rigid calling directly applied or 10-0-0 on center bracing. ' REACTIONSilb/sizf) 10=642/0-34 7=642/0-3.8 FORCES.ilb),� First Load Case Only TOP CHORD 1-10=-97, 67=47, 1.2-0, 2.3=-1652, 3-4=1652, 4.5-•1652# b-6=0 BOT CHORD 9-10 =1142, 8.9 =1652, 7.8 =1142 i/t/(BS 2 -10i -41254,2-9=562,3.9=-187,5-7=.1254, 6.8=5612,4.8----l87 NOTESQttf R' 1)A60miximtmd 2x6 strongbacks, on edge, spaced at 10.0-0 on center and fastened to each trUss With`3.16d nalls, Strongbacks to, be attached to walls at their outer ends or "restrained by.other means. 2) All plates are 1-120 plates Unless otherwise indicated, 3) A plate ratin(i reduction of 2096 has boon applied for the green lumber members, 4) This truss has been db"signed With ANSI/TPI 1 1995 criteria, LOAD CASE(S) Standard gg W . &t, i DYE6"Rr 1i �o QttOEESSIphq� a v„ m v o, 38590 + r "03.3102 a UI tlIn s stein'tles sri�d �� r v ua u n cam one tis deal no n ea or anco wn sp c rcot ons oD s to a use a• I p V by elft rs6 etel conneci sate �o be of pr�mo qunllty�atvahlzat� sheet steel accordance Wltlr 1 A�1Q � Qui d n0 Codo 8tantlar sand mus i ha ully embedded �ntu o lch truss faca tltlantere orf the joint DoslOn aseumas a agUate dre pogo and a DryCond tion use n a .. on•Corrosiva anvIto nmant without tho use orFiro•fietptont or PmsorvatiVo•Troated �umb n Shim orwed0o f�nocessotrVv toproVide.tulFbearin0 area requirad,.Cdt all rgatnbare to boat ti!1htIV against aachotheh T,r �Tii 33 ENGINEEAINC� nstaRntlon Is ohtirelIV tha rasponsltillity of the cantiactor. qqII b cl pp tempparnry and perman: ntgis to responsibility of others, For attdItlonal, inlormetlon odntect the'jRUSS aLA7Ef tINnSTITUTE, Madfsonj WI El 110Yad6 Hillaij CA 95782 I 1 , o Truss Tr—us—STY—Ip' Uty rly 4 FS -'081 C1 FLOOR 6 1 Downs um_.er Truss, bacrarnOWCa. s 1un9 1998 Ml re.Industries, nc, Irri;,Oct 16 08,09, _ 1 p9b Page ' � 1,5xall< 1,5xa1) 3x411 3x8_ 30- 3x411 3x4- 3x8- 3x41,1 1' 2. 3 4 6 8 7 18 ` 9. c� 15 14 13 12, 11 3x6= 1,58411 3x8 3x4= 3x8= 3x4_ 1.5x411 ,7.40 a-5,12 ri Plate sets:e gd a b�1 S17 : ;a 9e a ae - e ge - • e ge LOADING (psf) SPACING 1.7.3 CSI DEFL (in) '(loc) I/deft PLATES -GRIP TCLL 40.0 Plates Increase 1.00 TC 0`.63 Vert(LL) -0.10" 12-13 >999 M20 220:!195 TCDL 1810 Lumber Increase 1,00 BC 0,68 Vert(TL) -0.31 92-13 >607 BCLL 0.0 Rap Stress IncrNO WB 0.41 Horz(1•L) 0,05 '10 n/a BCDL 8.0 Code BOCA/ANSI95 (Matrix) Tst LC LL Min I/tlef(= 360 UVelght: 78 Ib LUMBER BRACING TOP CHORD 4 X 2.DF No.1 &Btr-G I , TOP CHORD Sheathed or 6.0-0 on center purlin spacing, except BOT CHORD 4 X 2,DF No,1 &Btr-G end verticals: WEBS 4 X 2 `DF Std -G BOT CHORD Rigid ceiling directly, applied or 10-0-0 on center bracing. REACTIONS"(Ib/sizO( 16=821/0-3-8, 10=821/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-16=-107,9-10-70, 1-2=0, 2.3=-2147, 3.4=-2147, 4-5=-2759, 5-6=•2759, 6-7=-1693,'7-8=.-1693, 5-9=0 BOT CHORD 15-16='1552, 1415=2147, 13-14=2147,12-13=2527, 11.12=1693, 10-11=1693 WEBS 5-13=-274, 2-16=-1704, 4.13=670, 4.14=-225,2.15=802, 3.15=-289, 6-13=255, 6-12=-919, 8-10°=-185.1, 11 8.11 =216, 7=12=237 NOTES [Z&U JA 1):fReeemntend• 2x6 strongbacks, on edge, spaced' at 10.0.0 on center and fastened to each truss with 3.164 na(Is. Strongbacks to be attached to walls at their outer ends or restrained by other means: 2) CAUTION, Do not erect truss barrkwards. 3) A I plates are M2U plates unless otherwise indicated. i 4) A plate rating raduotlon of 2096 has been applied for"the;`green lumber members, 5) This truss has been desjghad with ANSI/TPI 1-1995 criteria. ' LOAD CASE(S) Standard BUVE COUNTY ,��i}�wR i 1'r ENT V9,ofESS Ip� BUILW40- C1 T F� fM y� [ xp.43 3 fp ;CALt��� ':[ouuuun w avurory u,u.raNr u,,,.r u, w,iva , ,......r- ..-..,.... _ E1:;:. I SS P ATE INS 7U7 , Madlsoq; WI others. For gddit oval I�farme[ion contact the TRU t F6A'. TRUSS ENGI ERING - Gado Bills, CA 95782 . russ ype ally y FLOOR 27 1 Sacramento, a, • a un e n ustrtes, inc. onNov age T 1.5x411 1.5x4— 4xe= 4x8. 3z4 1r Sz14- 3x41 1 2 3 4 5 6 7 P� 11 10 9 _ 5 081;5x4 i) 6x]4; ;1x4 ii 4118= 1.5x411 _ 62.2 t't s to F---' e,2.2 sa•9 1 ;e , ate oe; sets, is ge :e 9e .e 90, LOADING 1psil SPACING 1.7.3 CSI '; -L (in) (locl I/dell PLATES GRIP TCLL . Plates Increase 1.00 TC 0.98 w.,tILL) •0.08 9=10 >999 M20 220/1'95 40;0 TCDL 18,0 Luinber Increase 1,00 BC 0.98 vertlTLl 10.33 9-10 >414 SCLL 0.0 Rep Stress lncr ?NO WB 0.53 Horz(TLI. Min _ 7 n/a SCDL 1'st LC LL Min i/def[ - 360 Weight: 61 Ib 8.0 Code BOCA/AN8195 jMatrlx LUMBER BRACING I TOP CHORD '4 X 2 DF 21'00F'1',BE TOP CHORD Sheathed or 3:9.0 on center puriln specing, except 90T CHORD 4 X 2 DF' 2100E 1,8E end verticals,, 6S 4 X 2 OF Std•G 'Except" BOT CHORD Rigid tailing directly applied or 1.0.0.0 on:center WE I 2.12 4.X:2 DF Not dBtr•G, 3.9 4 X 2 DF No,t &BtrG bracing, _ 5-74 X 2 DF No.1 &Btr.Gi 5.9 4 X 2 OF No,1 &Btt••G REACTIONS (Ib%slzo) 1 2 -1 28610.3.8, 7 =1341,10.3.8' FORCES libl First Load Case Only TOP CHORD 12.13=-43. 1.13m 43, 6.7=•106, 1.2=•2, 2.3=•2881, 3 4x 4955,•5= 4955, 5=6.0 BOT CHORD 11-12w2861, 10+11 =2861, 9.10.2861,.8.9=2813, 7.8=2813 WE85 4.9=-1733,2-12-11126j,2-11 -534, 3.9¢2288, 3+10=•506, 5.7 =•3065, 5.8-21, 5.9=2332 - NOTESl� tlLs Y� p�OFESB 1) Recommend 21x8 61hrigbacks; on edge, spaced at 10.0-0 on center and fatltenod to each truss with *—to be attarhed to walls at, their outer ends or restrained by other means. 2► Except as shown below, apeclal connections) required to support concentrated ioadih). Obsign of cb inectionlsi is delegated to the building designer. to 4 m 3 CAUTION,`Do not erect truss backwards. 661 4� All plates are M20 plates unless otherwise Indicated, EX 3-31.99' 5� A_ Plato rating teduction of 20% has been applied for the green lumber members. pr 6 This truss has boon designed With ANSIM 1.1995 criteriai correct forth1 intended use if this Building designer must revleW loads to Varity that they are Ciel. , Q, 71 Load case(g) 1 has been modified B � truss. LgAD CASEISI 1,00 V ESSIpN' 1) Floor: Lumber Increase =1.00, Plate Increase Uniform Loads (pill - �� Eg l Vert 1.2 =•92,7, 2.3=,,k,7, 3.4=•92,7, 4.5d•92,7, 5.8=•92,7, 11 12�+12,8, ti G + 10.11 =•12,8, 9.10-•12,8, 8.9=•t 2,13; 7.8=-12,8 Concentrated Loads lib) �g p p a. 285 a Vett: 4-•1396 ATS ttbi 03.31-01 Ir ILIA I za { y ut din e e Standar s end must pe ully con d nt,s es ne m a rime c w,t a e rca ons no ata a sn i e nd ua building component pp I V,%JAL system tlas ened�"y otners, Motel eonnacto a ere ro be 01 prime duellry elvanlsed sheet aces In acccrdance Wlth �. N ` g C tl d I e dad {nto each L•hs! face.gntere�oh the bint Deaien assumes adequate dre noga and s Dry,Cond(tion'.use-In a Non, orr?slve;environment without t e use of plre'Relartlen of pteservatfve�Treated •I �umbel, Shim dr Wedge ff necosserrvv to prgdo roilbalding erao rgulred, Cut all membefs to bear tfdhtly against each other. [j.TR 83 BNGI SI2SNG nstallatlon is entirely the'reeponsitiility,of the donlro��o�. I bract p tamao[ary dndpermanent, (s a responsibility of o,chats. ftr additional intormatlon contact the TryuSt {'LATE INSTITUTE, Madison, WI 81 Dorado Hi11N i CA 9S762' z61�j �nb0it9flnnZ �tt�toa 2stNt »3 5stE3ti t36,�gt�IYt IIl1(��f llall IlII�IIIlllltlillfill[(il(lilliili11111 _ LUMBER SPECIFICATIONS hall - TRUSS SPAR 6'- .00" -- - ANSI/TPI SINGLE MEMBERFORCES. 4HG➢ , ,I2E SPECIE, PANEL )5)' LOAD DURATION INCREASE -"i_25 - - 24.0` D.C'._ - T A- -2115: B 1- 9949 N 7- 629'- - CHORDS. TOP CHORDS. - - _ - . '. . :SPACED; _. - - - - - -T 2• -1949: :B 2= 0 .N: '.2-, -.2043 S - 2x. 4. OF 0168TA `T 2 - - - - � - .LEADING - H 3- -718' ;. BOTTOM -CHDR05� - 2x Br `➢F i„2 :LL( -16_01+DL( 16.0)-' ON TOP CHORD - '32.0 PSF - - - - LEFT - 1127 'RIGHT -' 11131.. SS OL ON: BOTTOM CHORD s. - 8.0 PSF:..-- _ titE85' ' 2x 4 OF STAtrD 1- 3 - TOTAL LOAD -: 40.D PSF - BEARING AREA REGUIRED (SO. IN) -: - _ -/ JOIN"S iJ80 OF 2 _78 HF 2.65 SPF / BC=CONC-LL+DL- 880;.0 LBS @ -2' .B” TC LATERAL SUPPORT <- 12 -➢C.. UON'. - ;BC CONC,LL+OL- .880,0 CBS@ 4' .8•.f - - JOINT 5 1._78 OF / -X2.75. HF /' 2.62 SPF -. - - - BC:.LATEAAL SUPPORT <- 12'6C, DON. .. - _ - - - - toads as given: 2-08-00 3-04'00 5'.00 p } w/4ledge C -5z6 C -5x6 C=5x14.5 10 C-303` C.7x7.7t� C -3x7,7 4t.0 ' Typ• 29017 - - p(p3-31-99 * , 5-00-00 880f @ 4-1-8"MIMING - - DO -PART AT Sca7e�:'1/2- - 4Z AM JO AH . AN RUS = 4 .- - _- r., _- -h s de a -:: 're are -'" -r0 0_t K iN " COMPON NT - MS- - - - WaAtltrl6x: - L.xWrWratFww aM W-r�x. a.ran a•eaa.abn•t6witw. -.1, Canard net..; uni—eth -r .roteds. Deaign.tp:arpporteada:aaahown.: "a An Yer: 1.D38(SL) -- - - L tdma..�au.emrr ¢rmnctr.ewi.waddrd •f1- O.i..I Menw.M W nlnp Men seawow,. 2 Deayrt mumea the [o -d bottom phuda 2%0 c.m.and at T2'-� a to be Wmily braced: at - omeau . > -t.xa..7.w,t.n.a a..aw e�ra•arwa.d a. rw.n ... c pe.uMy, , :3 2x4@npactbudguyor tst db cirgrep'.aedy4weahewnt a SO/'-1/199fl ...sOI•rWrxwiw6rty•berrt.nNwt _ ^ro"i-' ••e -°^wwt bd wa.rpi.a and 6, of d«tpn+.rwngtw• nvari 4 1nRaxatien o(Wsan.lhe emag:ibility i thetespeCfiv¢DATE; 4 Design =of t1- waaees ato ben 'dion' tf 611- rar.railx•mq,6.DES- w.IWwwa..oao.ete.ya.ap.wtan.e rre.�=.na trw�..;.raasy rxceas,y. TC13 mpuTius ITIe: - an.r....w.pw•. anawrortne.wae:.iytwa.prt.ew dwlpr 7_Deaign assumes adetNate drdeage ixprovided. e PI ba¢• tats f.dta ey aapmn. - -- at. be located on b tlt face. of tma, and placed ao theirc.raci SEG- 481183. 4: gepraasry..iaa.my•wraea wnww.ri�n.pm•I.ity se.w 'linea coincide with)ueir C.me1liilea: r.w..cnuim.[r.-nrmr:; <or ��r0..eiirrc _ - - te.luMn.wietby, yipa.n.W tnnr•rbe•ro w-nta; '9 Dgna oii' asueo[ plateminches. e1p 10_,basid design vaLea of tFa Computrus Plate, 4ditaied by the prefix d.rrpra sem+a aee.LG-4211 _bTerTw.M•tmmrneb7i.dnpwwd T.uow.[�ot',ae.pv e1- -1t. The Computrue Net Sectro Plate is indicated b1- the prefix'CN'the - :---: nesignwtor I1 8) indicate- 18 ga.,rnateiid a used: All others a1-¢ 20 ga. _- s. 1�111lllllliil ll1111111111lilt llll111111lllllllll111 - - - -- x : adMaM eedto eertndwebwN N aevbei of r O�r� Hne-.d - - -2. Oesignaasumes the toa:+�d botmm clwrda to be laterally b4cedat 2'-D o.e..aM at 12•-0'.b.0 respectiveW. - - - - - - LUMBER SPECIFICATIONS - - 22- 0- 0' -HIP SETBACK: 6 =4-,;O:,F[i0H END WALL - - ANSI/TPI SINGLE MEMBER. FORCES - 4WG0 _ - - - - LOAD DURATION INCREASE. 1.25+. -. - : T1- -3661- :8 1- 3320 X 1-. 204 - SIZE. - '.SPECIE GRADE PANEL CSI, -T - G -No bad.e.dab•wom is mry ormpe.r.n rnu.Herr tviq and 2= -3707 - S 2- A331 H 2= - 473 -' TOP CHORDS:. - - - LOADING. - - _ T 3mm -3495 8 3- A331 X 3-: 925 2x 4. OF ►16BTR 1- 6 - -:. - - -" - T 4=. 3495 '8 4= 3320 X 4zt 167 BOTTOM CHORDS: _ - TC UNIF LL( 132.0)+OL(>_ 32_0)-- 64.0 PLF 0' -0' TO 6''. 4.0' VERT T,5_ -3707 - W 5-:- -925 2x 4 'DF 16BTR 1- 4 - TC UNIF LL( 66.7)+i2LC. 66.71;- 433.3. PLF 6' co' TO f5' 8.0' VERT - .. - - T 6= -3661:: - .If 6- 473: - WE85[- - - TC ".UNIF LL I, 32.0)+DL(. 32.0)- 64.0 PLF 15' 8-:0' TO 2P' -0' VERT - - W 7-- 2051. 2x 4. DF STAND 1- 7 - - - BC UNIF LLC .0) -FDL :(" 33.3)-:- 33.3 PLF �0' Via^ T022* .0' VERT - - - -- LEFT c .. '1755 _ .RIGHT = 1755- TC LATERAL SUPPORT <- 12'OC, UON. - - TC.,CONC`LL( 180.:1+0L1' 186.1)- 360.3 LBS :,@ 5' 4.0' - - • - BC LATERAL SUPPORT <- 12'OC, DON. - __ TC CONC. LL f 100_'1)+01- ( 3BG.1) - 360.3 LBS .@ 15' B' 0' - - " - -- >BEARING AREA REQUIRED (SO. ;IN) _ '2.81 JOINT 1 OF / 4.33 HF / 4.13 SPF;. NOTE:. IX3.BRACING AT 24` O.C. FOR'- --- ^ - - - - _ - - _ JOINT' '7 2.81 IOF I 4:33 HF /-- 4.13 SPF_: ALL. FLAT TOP LHORD AREAS NOT SHEATHED. _ - - --" - - - OFF PANEL SPLICE,NOTE-- Off panel Polntsplice5 are located ' at i/5:-.tne.panel-:length +/- 6' at elther end'of the panel indicated;. - - - - - - -- - . exceptend panels. 6-04-00' 9-03-60 6-04-08 ES !� Q5.00 5.00 01 ' C -4x9.4 C-49.4 C-2.527.7 w 9017 C4.50.4 _ C-1.50.4 o - v -3x9.4 C -2.5x7.7 CNIF3x 3.6(5) C -1:5x3.4 C -2-W.7 - C -30A 22-60-00 BUILDING S f. Scale: 3/e' .f NAM A R -'. TRUSS - - Th tle n re a e - r0 tom n t�- h R O t D COMPONENTS MS Wtr;MW=: _ : - _.. ..-.:Oanml Notes, -teas cd-ise rated: 1..:Seidel Gar -al aar. and waeArp. WareeanL 12--ftmee•r. .1. Design to=pportloada:astwwn. - AnVer: 1.038 (SL) - - - -- x : adMaM eedto eertndwebwN N aevbei of r O�r� Hne-.d - - -2. Oesignaasumes the toa:+�d botmm clwrda to be laterally b4cedat 2'-D o.e..aM at 12•-0'.b.0 respectiveW. - - - - - - W -Am befti•aen.nocd•ea•msrnm. 7-1a3 eeaprnahr sa4 bndiy raen M bneaM aibee .berm a'• a.. aam.at to aamteta.a d.mere ndr e• ur°°.rs'ed°rnu'.n t.wr°' _ 3. 2x41mpact bridging w:latua7lxa reeppwwred where shown 4 lnt[allatfonof Wu:s the reatwrw yb11M rerpeeUye comrator Desgn are t be used in a non•corrprrvs er viva-ent, - DATE' 1G/ 1/ 1999 M dM�M by eaepwel eeirabteruunme; i. neons tnuues nd lor'dry condition of u e. - mart and pr•Ndad c• aparv. a..am., m rmperoEly he rich brink e. aae -6. Deign assume: furl bearing tall nrpcerta shown.siem or wedge itE CompuTras I� z DES. :By : G -No bad.e.dab•wom is mry ormpe.r.n rnu.Herr tviq and 7: Dei n-irn[mes sdeauate dna. cf°Drovided. g °3center.:. - rar.rm:m•®mpm,.d as mtlw rwe.n[•ade wwtrow d«yn -1•eee w to any a•mpaeea, �� - - Prates a, be bested an lattr /aces of truss, and titexd so their doer wincid mth loimt:n[er lines.. ". - .niww.ec.mn+-s: o.+aarnxxn-s - SED.:. 4 $118 0- a,. C•apuhue M m eenbN ewr rdueumer m.«p•mea[y /ar,Ma 8 Digits indsate sRa of pl:•e m inches-_ - - - - t a.bmbn dwe. do-% ardbrnapadan et oewan.+u: - 7.: TW deilp htu 0"�y�. to dm aeeauce m-. dnw. em meth ,byd+eT-P. Ina". b7rerap weed I-. H"I',.oc"el 70 Fo banc desgn velum of the Computna Plate. indcated by the preG: C' see I.C.B.O.RR:a2/1. - .The Cempuuva Net Secbon All other are 20 I. byY til thFIx N20 le is _ t.,,khed by Caeouvw esoe re9ae�t. gateieirdil uua ga. dr`gnator 1181 mGu{es ga.maienal ga IIl1��lll�l[ - �lIIIIllllllllililllllllll��111�llIIll 1 LUMBER SPECIFICATIONS TRUSS SPAN 27'- .00` ' ANSI/TPP 2.14EMBER FORCES 4NG0 LOAD DURATION INCREASE -:1.25.+ T 1- -2686: 'Q f- 2564 M 1 764 M:6- -360 SIZE.- SPECIE. GRADE: PANELfS11 '. - - SPACED 24.0' O.C_ - T 2< -2664: BF 2- 4242 M.2 -1718 N 7= 1076 TOP CHORDS: - - - -- - T 3- -4242.8 3- 4860 M 3 352 N 8- -2 2x 4`_ OF /168TR 1- 6 - - - .LOADING - - T 4= -4550 B 4- 4880 M 4- -692 N.9= .350 [umm cHOROS:-_ - - LL( '-16.0)+DL( 16.0) ON TOP CHORD-- 32.0:'.PSF - T'.5- -4644: :8 5- _-4552 M 5 84 2x 4. DF t/168TR --1- 6- - - - ..DL ON (BOTTOM CHORD = 6.0:PSF=.- - T.6= -5056 R 6- '4552 -" WEBS TOTAL LOAD ° 40.0`PSF 23c 4: - (LF STANO� 1- 51 8. -9 - _ - - -- _ - LEFT 1340 RIGHT - - :2326 2><i2.'- DF -J2 - 7 ,fid- _- - - 6C:UNIF` LL+Bt= 16.0::PLF 22' ;.0' TO 27' .D'.'VE.9T -_ - - - - - BEARING AREA,REOUIREO ISO_ IN) _ TC LATERAL SUPPORT « 12'OC: UON.: _ TC CONC LLtDL- .320.1 LBS Q 21' D` `.JOINT 1--2.16 OF 3.33 HF / 3.17 SPF 6C LRTERAL,SUPPORT <--f2'-OC. UON;� - -� 8C CONC LL+DL 1113.0 LBS @ 22' i.8' ` - _ - :JOINT 7- 3J2.DF'/ 5.74 HF / 5.47 SPF= NDiE:-.1x3 BRACING`AT 24" O.C. FOP- 'C 2 1 complete trusses required.- ALL .FLAT TOP' :CHORD AREAS;NOLSHEATHEO. -112- Juin together With 16d Box nails staggered at 12` oc throughout top chords,. _ i2` OC throughout bottom chores. - - -' Note--­' Truss riot symmetrical. Dc throughout wens_ Orientation. as shown:. Loads as.'!Veu.. I iD-11-04 10-00-04 6-00-08 �r ��p • S /p !2 2x4 vertical at 4$"oc 12 5.00 p C-2:5x4.3 with �C-1.5x2:6 Typical, 003 t� PI 17 C-4x6' C-4x11.9 "`ll 3 3t-2s tk EZ:5x77 t . C-2:$x4.3 4�'�9r r'1 OFC- -2.5x4.3 C-2.5x4.3 0. 5� C-1.5x3'.4 C-3x14.5 3x6 C-5x5.1(Sp C-1.5x3.4= * Hanger to apply conn. load(s)' to all members. - __27-(10-00 . **1113ikk"@ 221-.811 �ul` E �I Scale' -1/4' - = T -++ m " JO NAKE: 4 FRS TRUSS-_ _ -_Tn S des n' re orcin=�.fram'c 1d1' �!'� N S HS -- - WART MM- _ T. a•rOtl�NMas rid W.ragafMar• s/sues••. G1•.trraf Notn, uuPNPeOaR otheesvimaehroowteRdSAn t:Da - Z, wdoaa..e4amn.neraaade b•aarlealsl•s Orertl ltnt�rq :2 Designaastmeslln¢toPand bottom dAo:ds to b¢lateratly braced at Wa lagebo nmernmdae aew•rtm•. - 2'•O" o.c and at 72'-D'o GeesPectively. - �,; Tai wapwnbn•-z b anarr war M Mnsr �hnt• rtatm +.; .3 .2x4 bnaau hridgirg err ktmet bracing reTiaed where shown + -+ - - 1.. YIatN Taetdawa•YwNawtd�a•tregsay ridparsnnt Mdnp,. ;4 Imiatiatitm of missti the reopotatib of the respective contractor. GATE' :SOC 1/199ff - "S. Oe sign aaaump=ea aLp f_ euscs inane-namveenviroranem, - aunwdw4+rataPt•gar to ardP•r•t mrPrw•notetr.. -m4 ror'dry mndition'of tae.. �� - Canposes .a. ea-pa.tvryt•rwaelvednv. H Deign aswmes fu86esrcg at ad supports afnwn. sF3m or wedge it Coinp�l�ru� 1�1c.. DES. BY: s tra t.•a.hraa e..pparmriye•ern.a v.n,n�uenrrw ata newaarY. ' tar[rvs..ta•pa•. gra etm alar a.aa•ny rnw p..twth:n a.dpr 7 Deaignassumesadepuatedrainag.6 provided. - H•an M•paaedt• rry m.gen.tc - _8 .:Plates shall be located on both ta,-•s o/ [tusa, and Placed so their center Ines coincide with loint'cenerfine... . aun..ctta+:_,riw.urx.+s:m nr•..<rrvs :_ SED.: 48(1$4:: r..C•spmo•tu•noaannl..rata.auaw ¢. e.yenmatyt.e m. 'e Digits indicate size of Plate in inches. t.rdtar.:.lrmra. rhbrsr¢.[a hrnsa[beerr mysn.nc. 10- For basic design values of the.r-omputtus Plam, inlicred by the prefer - X,iN•dwlpY Marhra wEjrRt•ta•srb•tlwa en ena•d•gPv rre Lath 'C7. M11:0. R.R. 4211• syd»Tnea two tathubin7nelYgWrd Tnaar tsaaf•..e mpy•f. 11.Th¢.Computtus Net Section Plate is indicated by b's Prefix'CNj the - _;_,_ .Ny..,mMlrNdMay Carptroanswr teatrr•r•,.- - designator 1181 itvLutea 78 ge. rnaterialntta;.:APodwsara20 ga. LUMBER SPECIFICATIONS - - ni - TRUSS SPAN 22'- _00" - I�Illllllill� - LOAD DURATION INCREASE- 1-25 1- --1697 B 1- 7511 1W 1= SIZE: SPECIE GRADE PANEL IS)'-- illlllllllll�llll�(illlil(Il�ll�llll IT T 2= -1511 `:B 2- 1914 H 2==: -448 'B 3- 1914 'N 3- BD - TOP. ':CHORDS: - - - - ORDS- - - - - - : - - 7 3- -1511 T Are -1637'--B 4- 1511 V 4"-: -446. 2x 4- "OF ,1- 4 - - _-. LOADING - 5'-- BOTTOM .CHORDS.- - - LUMBER SPECIFICATIONS - - ni - TRUSS SPAN 22'- _00" - - ANSI/TPI SINGLE MEMBER FORCES 4WG0 27B - LOAD DURATION INCREASE- 1-25 1- --1697 B 1- 7511 1W 1= SIZE: SPECIE GRADE PANEL IS)'-- SPACED 24.0' D.C. -. _ - IT T 2= -1511 `:B 2- 1914 H 2==: -448 'B 3- 1914 'N 3- BD - TOP. ':CHORDS: - - - - ORDS- - - - - - : - - 7 3- -1511 T Are -1637'--B 4- 1511 V 4"-: -446. 2x 4- "OF ,1- 4 - - _-. LOADING - 5'-- BOTTOM .CHORDS.- - - LL( 16.0140L:( 16.0) ON TOP CHORD - 32.0 PSF - .278: 2x 4 OF Il6BTR 1- 4- _ --,OL 'ON BOTTOM CHORD - 8..0. PSF - - --TOTAL - - - LEFT - -- - 880 'RIGHT - - 880 - --:MEBSx _. -. _ _ -- - LOAD - 4.0..0 PSS' _: ,. 2x 4 O STAND 1- 5 -- - BOTTOM CHORD CHECXED'FOR 1OPSF LIVE LOAD. TOP BEARING AREA REDUIRED ISO. IN) TC LATERAL SUPPORT <- 12'OC, UON. - AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY: _ - JOINT 1 1441 OF / 2.17 HF ! 2.07 SPF HF( 2.07 SPF BCLATEAAL-SUPPGRT <= 12'.00, UON - - - - - - - _- - ;JOINT -:5 .1 -41 -:DF,/ ..2_.17 . •--_-X3 BRACING AT '24" O.C. FOR. .."T TOP CHORO.AREAS.-NOT SHEATHED_ ,PLICE: NOTE: r vertical at 118��0: pint =splices are located length +/- 6• at with C -1.5k2.6 Typical ae ,panel etir.; of the panel indicated;:-- exceP_=, panels. 8=04 -OB 5-03-00 8-04-08 p Si je x5.00 .5-. 00 6-4�8) / q` c --4x6 h . . 077 r C-2 5x7.7 - _ * oo � .3-3I-.,.. * 9p EKBiK " Q�� F �F GAL-�F� o v D -2.56 C -2.5A.3 0-2.5x4 3 N C -L x3.4 'C -2.5x4.3 C-2.56 BUTTE r"'OUNTY 22-00-00 Scale. 3/B' ap - 'this design^prepared':from compik _ b O�E U IiBs COMPON NTS NS JO NAM 4 RS TRUSS - - 'tie al Nates s otherwise noted•. WAIWRM - not u es .. _ - 7:x•ed aeq.r.Ixstw eM Wrseq+bmanewnwNah •fawn, t. Desigrtm'Npport Madras Anter: 1.038 (iL)-M - - . i. ttrad.r•M a•rmw.r:+w OeaMMNes Whirl Nelw aM _- - - 2.2'-0 .c an -TIZ-0 and besp.9threly. to be lateragy braced,at - - - 2 p.o. respectively. - Wantihse eel«. •onetmaivh. •.mmahws+ be Wlaaw �. - _ - 3. 2x4 imDst:t Wfd9ing or lateral br ' re�ned whets shown i to - - 4 P blidgi g olI - - :i iz>I mnpew.kn ai bradee eael rh-.Qw-n st tempemt.id bradn& 4. ,Installation o1 truss mthe —porn�0ity o the respective eontraemt. - S. Design as are m beusetl in a mrrconosive ssnin, mens. DATE: 101 .10! 1(1998 a. As truest t.o—song et.mans such y.rm.n-n br omlter elwmps..minue. as =..' _ 's-ud are for'd'y��itian,'ot use. _ mu.ts•ewpn.e.ndp•dd.A G,we ..mm•e tie mepe v f•rshahbmdne. 6. Design assumes fux beating at an srlptmrts eh ov Shint or wedge it GompuTruS Inc. - DES. BY. 'soN•M•dehahM►amphdt•arye•rpen•n1uN MaYbadne rd Mede Thai deden -- rhecersarY. T.. Design assumes adepuate dtainageisDrov(deal. .40- - feaahasan moplele, and a ne time shwN ant tastier Mad. M eppeW is •mt psp,shart. - - a PIlm atoll be looted on both }aces OI truss. and Placed s0 their uMm Ines eoinide Withlei.1 eemerlities. wwreaClMMa.ne4.�fr yea-RttM c.srf-c - SED.: `,-481181 -.d. Madeumeh•arhe•entrel ora ahs •romeee n•rmPanmatt ler N• _ tWrbtlan: Mrbhp. eblphhiwd ab MetWdae e1 camp-h.hte.. 9 Digits indoor sue of plate inch.•.. _ 10 For; basic design vabres of the ComPutMs Plate, indicated- the Prefix �_ - - - 7. lxe dmlph x haddad rutj•R t• tMemhade ass d elpie art foto - bit tlm iuwa Ueb Madlute iq 4adhp W-4 Thwa«• I�eP; a cops et '.hkb aN be bamehed bit paWubve West reWnt. C" sed I C 8.0. R71.:4211. - 11. The core n+s list Sact�on Pate Ii fMicated bya:m' he. se 2 the Net :designator ltefindiutes 78 gafmair3ralnpse :AA others ase 20 ga. - Illdlll[[�Illf 1fIII>IIIlllllilllll1111►11f1llllillil apps • i..R•tl as GnaN Na�•d WaRanarbrtan uneunbe •thwaaw 2i pas:-•ad-0-ertr-sr r=-ae be a".4 et a d.-Alw sed -. . 9R. 2. Design same¢ the top andbattom chords to bel c 2'-0. m d t j2' -O' E tezpectivdy. LUMBER- SPECIFICATIONS - - - "TRUSS SPAN 27"- .00' - - ANSI/TPI SINGLE MEMBER FORCES. 4HGU. - - _ -: - LOAD DURATION INCREASE 1-25 _ T 1-- -2131 B 1= 2023 H 1-� 497 SIZE SPECIE GRADE PANEL IS). -- _ - SPACED 24.0' O.C. - _ - T' 2-' -2023., B 2- 2978 H 2= -1040; TGPCHORDS;. - T'3- -2978 8 3- 2978 H 3-: B4 - 2x 4` OF '41SBTR .. I- 5. - - -..: LOADING:- - - : - -- T 4- -2023: - B 4- " .2978 W 4=: 0 - - -" BOTTOMCHUMS:--- - LLE_ 16:0)=+DLA 16.01_ON TOP'CHORD - 32::0 PSF "- - T S-- -2191 B S- - - 2023 N 5-- 04 - 2x.4" OF 116BTR :1- 5 - - - - :OL ON BOTTOM CHORD - -8:0 PSF - _<. W 6-=- -1040: :.WEBS_ - . -_ - _.- - _ TOTAL LOAD '- :40;0 PSF - - _ -etdraw*aara-d ay r..ae,Rot. waw:.pu..t. _ -_ _- W. 7-. 497 2u 4- - OF STAND '1- 7 - - BOTTOM CHORD "CHECKED ''FOR IOPSF LIVE LOAD. TOP - LEFT 1080 RIGHT _ - 1080 TC LATERAL SUPPORT <-.12'OC•, UON„ ANO BOTTOM CHORD LIVE`LOADS ACT NON -CONCURRENTLY: - - - BC LATERAL SUPPORT <--12.'OC; UON`- - - - - BEARING AREA REQUIRED (SG: IN) -. _ JOINT'-" 1 . 1.73 OF / 2.67' HF / 2.54 SPF' NOTE: -1x3 BRACING AT' X24- O.C.-FOR'' - - - JOINT--- 5 1.73 OF /" -'2.67 HF._/ 2,54 SPF ' - - ALL -FLAT TOP':CHORD AREAS': NOT SHEATHED. - - - - "- - - - 2x4 vertical at 40oc with C -1.5x2.6 ltjpical Q5.00 5-00 C -2.5x4.3 6-0-& C -2.5x7'.7 C-ax6" C-4611 - I - O< ci , � rC: r r" i - 3"0 017 -4x4:3 C -2.5x.4,3 C -4.5x3:4 C -2.5x4.3 C -4x4.3 rt 3-31-39 £-56 (5) `f1 C,zr sr; tib` `•� EHa�L,�Qe 27-00-06- Is �•1 C. . Sca1e 1/4' . � JOB NAMF; ANO 5 TRUSS 6' - This des n re r e i&W1EqKLTt!G - . COMPONENTS MS -. WAtlRRttx:Wn•ral - Netn. tadass dtherwiae ndted� -- 1 13- - w reloads ndown. - - -. a!� -� e - 3 ALN- - - apps • i..R•tl as GnaN Na�•d WaRanarbrtan uneunbe •thwaaw 2i pas:-•ad-0-ertr-sr r=-ae be a".4 et a d.-Alw sed -. . 9R. 2. Design same¢ the top andbattom chords to bel c 2'-0. m d t j2' -O' E tezpectivdy. ': w-Mp• anw• arnrtry-M: a-a-nw.. s. 1R7 aaq....kn -re lR-►+7 wns MMaW an-c.e•.r+'a^ b.drq. o.c, 3. 2%a lmpac1 dging of iMefal E".0V reWRed vrh.�ta 4 irntallation of boas rs the rnrb.i dRY o/ the reapectrve cordrac[or.. DATE: 10/ 1/1998 �'aR e=rr far er•ru0ia•Iw�3 aidi r•uq•rry •na P-e-ruR rwrryara 5 condtion-o ba used ra netrwnodve arrvirorment. f-'dryae drycendmon Rarer e. e.np=a.rap•.td.a aya.am.- rRwua uaww...R-..M..gsueRfyMwdiar+�v -. anign of : a Dn gn mumn luR Oeanrtg at aR aPPort shown:: Stam orwedge if Designarn ^•nxamt puTrLIS I61e. DES.. BYE 6.. xsbb aMr�a Mappara r•wyeaape.avns rt as arrrq.ia wx. a.aP... 7 'D ies adowats dra ais Provided. - "`9 nag/�.�"�/v-�r►. .- .. - - pn.i.a ra eanpbrL auenMo-a etsac.ry c•+r-than .baa. o• �t9.a sa enY aegan•rt.: - - 9.:.Platas snarl be located on both faces of tnus, and ptaxd so Iheit beater ., Zinn coincide With laim Centel lines, MurttaCr_ay.R-MM1NIiM.a.CaurrtFRSt6ltvc- SEO'.- 4:81185 - C.G•�6.espOMwntrd•�r-aM R•wMMMRep.M2aftyMlM - - taeatmbn.�rbna.tnnaaamn •f aasfenw_tc 9- Digits indicatefizeofplateininches; - 10. For basic design values of the Computner Plate, indicated by the prefix -: - - - - 1_Tma.bitae.m.a.aaatt.th•trar<.tta,.-rxv..a..rw.ntann.- sy te• Tm. Nn• brnm.4'4+enRwoos 7wrrw. tlt Rl'._ • opy at 'c';sael.c.B.o.R.R.:altt. 'r 3M.Computrus,AYMtian Plato is indCcated hYY the pefne •CtT. the dnignaror i78f mereeln 76 is tuce: A atharaar.209.. - - '- - - - -etdraw*aara-d ay r..ae,Rot. waw:.pu..t. _ -_ _- ga.matenal IIIIIIillliill - Illlllllllllilllllill(illlllllllllllll LUMBER SPECIFICATIONS - - --1:n.eaew.«r Nn...e4w.mn/.ba«a�.wmon.r aw-, 1.-Des,gn tc suooare wadraaarown.�notedF - TRUSS .SPAN 22"- ,00• - 'ANSI/TPI SINGLE MEMBER FORCES 4WG0. 2 o:C. card at o.a. reaPecGvdY- , - 'LOAD DURATION .INCREASE - 125 _ T f-. -1550 8 1- X1416 W 1-- 305 SIZE. "SPECIE'. GRADE -PANEL(S) - - - - - SPACED 24;0' D.C..-- - T 2= -1315'. 8 2- 993 'W 2.-. 406. TOP:CHORDS:. - - - - - _ - T 3- -1315 8 3- :1416 W 3- 406 - - 2x 4:.. 'OF 16BTR '1- 4 - - - -. LOADING:- - - - _ - - T 4= -1550. - W 4=- -305' - BOTTOMILHORDS: -- - LL'I 16.01+DL( 56.0) ON TOP CHORO - 32_.0 PSF -- - - 2x 4: -0F ►1S9TR <1- 3 - - -OL PH BOTTOM CHORD - 8..0 PSF - LEFT = 880 RIGHT e80" -- WEBS' - - TOTAL LOAD - 40.0 PSF : : - 2x 4- ;OF STAND 1- 4 -- ,,;,. _ -: BEARING AREA REOUIREO (SO. IN) - - - BOTTOM CHORD'- CHECKED _FOR'SOPSF .LIVE LOAD. TOP JOINT 1 1.41 OF / 2.17 HF 1 2.07 SPF' TC LATERALISUPPORT <- 12"0C. 'UON-. AND BOTTOM CHORD LIVE:: LOADS ACT NON -CONCURRENTLY..' -. --- _ - JOINT ' ---5 1.41 -OF./ 2;17 HF / 2_07 SPF 6C LATERAL SUPPORT <= i12 "Dc. UON... - - -- - - -..- 11-00-00 H-00-00 12 12 5.00 p C=44.3 Q5.00 4 3'- SS/ i:b \ f m C-1.56.4 �\ C-1.50.4 a 8017 EXP. 3-31 �r9T1�j[ `PdGY�FE�Q�a`Q -2.5x6 .C-5z5.1:(S) C-2.50.3 6-2!56 ! 22-00-00 BUT v ll - _ ko -DIM QUIL Scaler_ 3/B' - .inn - AM • AND TRUSS -- - - _ -- This design 'prepared _ _ - from- om t -ti N CUMPO NT - MS - - INA11NNrIC _ - _. :0•rwY Nataa, urdna othuviiae r 1sxs - - - - AnVer:1.03a.(SL) - - --- - NwdM wiM.iral.swraNarn:ea'-. 2. Oosi9n asame•1netov uW toottom dnrda to be UtualN braced at - - 1°uae.no.�e' oenunix "... 2 o:C. card at o.a. reaPecGvdY- , - - - - - wrNyY bofm a vuouen ac.unena... a. tss e•ep wiee treb bewing rowt bsart ud.Iwe 0..m:.. bridgingof 3. 2x41mDut bridgirg car lateral bradrg- 4 ibibt of the reapeCBve Conbactdr. _ - -10/ _ 4. Al M«ei fav N*wwwwo � vnopa_'°"dpiewi �`u°' 4.. Wtdlatien o1 truss a the tea°o S D.ognnzumea truaaaa ue to be -e ;n a nomcorro.me, environment, _ - DATE: - 1/3998 - n.urt e. a«qrw «N pww.�W.e eY s.avr •Iv ,.ne.uuay.. a«pdmr sora«. n. n.pmn,n•r- , :.. ,dn°, and are I. dry CoMdi.n of use. 8 Dezign asaumea fug bearing at all supporta ahovm: Shim or wedgy i1 cumpuirus Inc.. DES. By: 6. Ns1eW .n«s4e••PPtw 1- my nVen«a ues eR.r as tnWp «i4 tm.r«.«.aeew«..enasrw d«•.neda oar bed. an««dr.. d«tvr - 7 Decsi nes sumac adepuete dr " go hi 9 +mag them center - - // toed. b•.pW.4fo an r mwtp•nent. - 8 Plates •hill be toured on both Iaces of tnrv, end Placed so -Ines- coincide veith loin center knee:. - - Hlr.cri.wr.,rnctiff n+i.. a �.nr..•!te. SE0.1: ow oaeelWUsnno g O gibu aldr at - - onf me«pen«W.a feeadedmo:lwwliaa,wsenyAA.aen.o4 7. Tt" "Im b ne.taw "Jed 1.0,.aea•rwn on tines deelpr a« fano - - by tM Tru. Yt.te In•tbur. w'eraoV.s ww4 Trus.., Mba1' . e.ay et aeNfesNnctr•. 10Foraidde ,q, of the ComPut Plate, indicated by the prefix C ,fee I.C.B.O: R.R.-4211. 17: TheCompuws Nei a fte 1 Plate h :muted by d Um other ' e 2 the designator (1 81 W lutea 18 ga. material ra used. w0 others we 20 ga. - - _ - - 11111111111 110111oil lilt 1111111111111111111111 . LUMBERi SPECIFICATION_5 - TRUSS' SPAN 27"- .06' - - ANSI/TPi STNGLE MEMBER FORCES: ti1GD.- - - - - - LOAD OURATIOW INCREASE - 5.;25-- -- --- T 1- -1946 B 1- 1701 H f-: -370: - -- SIZE- SPECIE. GRADE PANEL (SY - - - - 'SPACED 24.0' O.C.._ _ - -T'2= -1699.. B 2= 1220 ii 2=: - - 56S '- - - TOP-CHCRDS - - _ . : ,''' - - - - T 3- -1599'- 8 3- -:1:81 H .3-' 555`. - 2X 4:- � 11GBTiT ;1- 4 LOADING' - - - 5 T' 4a -1946:- - M 4== -370.: - `- _. :CHO' BOTTOM P.O$ - - - LL(:. 16".Oj+DL:( 16.03 ON TCP CHORD - 32.0 PSF - - - - ' 2x 4 -0B !SS8T13 -1- 3- 'OL ON BOTTOM CHORD - B'-0 PSF - LEFT 5080 RIGHT = 1060" _- - WEBS- _ _ "TOTAL COAG - 40..0 PSF 2x 4:'- OF STAND i- 4 _ _ - BEARING AREA REGUIREO, (SO.: IN) _ _ ;BOTTOH.CHORO CHECKED:'FOR 1OPSF LIV-t: LOAD. TOP.- - JOINT 1 1_73. -DF / 2_67 HF / 2.54 SPF _ TC. LATERAL SUPPORT <- 12'OC. UOIf- AND BOTTOW CHORD LIVE LOADS ACT NW—CONCURRENTLY'_ - - JOINT'- 5 1.73., OF J 2:.67 HF / 2-54 SPF BC LATERAL SUPPORT <-1270C„ UDN< 13-05-00 _ 13-057.0 - 5.00 D C -4x4.3 45 OD 4 0-1:50.4 C—i 5x3.1 i o�GocU ` a - - - G lir DR 3-31-99 2 c' -0. 5' =2.5x6 C -2,5x4.3- C -2.56 C756. I- (5). of cp�E44 `av•. _ ! �Qr� }i ± - 27-00-00. of '�a. JW Scale; 1/4ANO - _. s _/ [+,:b PTRUSS-- 7 -. - - This desion rY9A:.2 -- Yta� Ek DING COMPON - NTS M - wM:RCG - - oaMrd Noter, uNass otherwise rwted�. -- 'gyp - •,D�(3 :: - - -:T. itwd`d1G-Q.NNnraM WaNa[•bal-••ae.tnlnM¢albw.r., d Grwd M•tr W,'. - 1. DC`gnt. wiWarC loads as ahoWrt- yp:� 2--DCet9n L"talm¢s the l¢O and 6ott¢m dwrda to bel}ICr apR.at j. • i H 2.Nolkle od weNe mnlradw Na4 b.ad.iWel WrraW. blow as.emdan m�arne... -. bnaa.a -o '. 2'-0resc¢ct vN f_ , 7bie'$ BBB I! 3.-2s4 impact bridyiry orlateral Wac ig r red w r¢ I' DATE= 10/ 1/3990 - - ], 1a1 eaa p d sto b ding oswt be -h-t are '4." Weal bees terrtbp.iam.—.. h as tugrsyand p•rwannr lesoep.- wrtlw dnlprd arM praWdbyd..tpr-•/migtn•nn eia.. 4. brtilialion¢f truss ra the rea0onsibihty th¢respective conbagr. 5. Devgn:aswmes busses are to b -_used m.no—nosrve¢mnorm.m. and ua for'dry mndition otos.. - - - t:•apwu.a.wm..newapmateerylwwd+.bndp. B_Design'assumesfull bearing a!0w00ortsshowmShimorwedgeit GompuTrus Inc �/ DES.. BY. J/1 1 6. N. bdr b apped to say magmrt ua[ntrd badnd-0. --,-.a,am.Wn•..iaarlw dm..n•Jaoyta.a. n•atrous a..Ws IIQLefaary 7 Design aawmas adepirated ainage is provided. tlxir center 1K� _ teat. Napprate-ae�y m�eewu 8. Flatd studs b¢ located on both f alts of truss, ud. placed so lines coincide vvith joint center Imes., _ -.aa,••citw..mo.ele.w. oennrs .ait+n - - SEO..: 4:81186''. . 'e.CrywMlwa•mean.vuWuruiawns rwparCYty tar tlu tdrrrrbe.brdaq, afipmnt and btewwor.a/ •orb:: s Digits indicate size of plate in ind— 10 Fe. bsic daw n vbtuea of the Cct npuinrs Plat.: Gtdruted by U. p1dis - _ - 7.TN.e.ytab.rtn.dwel•nmdr aebarkmrbrr delpn rn farib bytMirw Nete tnadeuraas'0+aeaq rr d 11w.r, w -p1',. mpy st 7 W.area.n.. s 'C', ml CBD. fl.R 4211. 11..The ComPrm+e H¢i Section Ptam is iine—ted by the pr¢frc'CN': the 0 : -bydas n• osnub•a by.Weans. desigumr 1181 indicates 18 ga: manal is used; AU.thers are; 9a_ r Ilf��llll!{ill � lll{II{fllllllflllllflllllllllliilllllll LUMBEK SPECIFICATIONS - - - - - - TRUSS. SPAN 27'- .00".-. - -- ANSI/TPI SINGLE MEMBER FORCES. 4HGD _ -_ -- -- - LOAD. DURATION INCREASE -1.25,+ - - T f-- -1946. B 1- _ 1781, M 1- 370 _ SIZE SPECIE GRADE PANEL(S). SPACED 24::0' D.C.. - 12.- -1699 8 2= 1220 M 2- 555, - --_ 'T I. -- TOP-. CHORDS[_-- - -- 3r- -1699 .8 3- 1783 M 3-- 565 -' �- 2x 4- OF t1&BTA 1- 4 - - LOADING - - T 4. -1946 _ N 4- 370 -. BOTTOM CHORDS: - LL'I 16.0)40L1 16.0) ON TOP CHORD - 32.0 PSF 23i 4`- OF of&BTR ':1- 3 - -OL ON 'BOTTOM CHORD . 8.0 PSF' - LEFT n 1080 RIGHT - 3080 WEBS: : -`. - - TOTAL LOAD - 40.0 PSF - - - 2x 4 OF STAND S- 4. - - - -BEARING AREA REQUIRED (SO. IN) JOINT_ `3 1-73.0t:/ 2.67 HF I. _- 54 ,SPF TC LATERAL SUPPORT <- :1VOC, UON.,- - `- - JOINT 15 - 1.73_.OF-/ 2.87 HF /-,2.54 SPF- -- BC .LATERAL, SUPPORT <s 12 OC' UON... COND. 2:,5,476.00 LBS DRAG LOAD. SHEARMALL 0.00: to 27-00` uniform shears transfer -required . _ i3.06 -d0 1346-0012 12 5.06p ,-` C-46 �15i00 4 C-46 C-46 j 0 ! 01 s C-2.50.7 C-2.�xI.7 C-2.56- * FXP.3-ar 'C-56- (S) Orf i L OFICA��FO 27-0i,'-"� --bc,oi�t�s09'iP9;€ tt,� Scale: ri/4• 44 - f er n it R CK ON'BU' D NG COMPONENTS H- -JO H AN R5 TRUSS Thi5'd s n.: r a - WARNINGS. - Genera Not-.. Ural -otherwise 9p it ;gylsl }meq -S. IFO - Ural -r, f 7.,Reed •a Omael N•t•6 end vvaa* • bo" e.n.tNed.n •f tNgw. 1 Deslgn Lo t .- I to]ds a9 aMU a a mmaut 9- rt -Ar- be NHnmO 2 Defi9n anumea the tOP and ttCkdeit�PelNet fhiC�at '- . -- ;.'GYwaM oretlarmntreflm AeOld adWKafatamrd - - :waompe b.fa� mn.revaf.n aamm.nx.. 2.O _ o.e. and at 7 2'-O' o.e. re peeuvely. 3 2x4 iCadgingorlateralbrarSrg ref�+fe�Lyifie4 .u metuwden atl bradp na.tbehaiad .hr..h.:m v. 1 taliation of [run n the reaponzibihtyY�t hey e�ftv�t a r➢ATE:. 30/ 1/1998 - a.:.as Nrmd fa- r .h"M .#. rom se tmtp..n d pwam.n ba3'd: 5 Omgn-aa e tptb notl rtff:of b•d 10,d and pnddd fry d.dana atmwpaw .wrn.y =.,nI f'dry nrtdidcii of Use. ��AttaG- �c—p—sMeuer.no-p- !LQ3Mp9TrUS1nr-. homys tdtbrads B Design assumes full bearing st all supports shown. SNm or wedge if'B: rutaas-.-; Ne bad.baMMepya.d le •nT mrym.rd un]anerdborYrd and DES. BY; _ - 7. Design assumes'adequate drainage 6 Provided. - - 4na.we and n rrtfma drWd any Haan draatpr dun ddpt center .. euMu 8. Platen than be located on both laceaof. UTAt, and placed so their p -ked. e•:ona.r is eeY mapuunt. - lima- ntide with jolydcsnter lines. - - - u.me•nicw.vro•nueas.corn rte •rs*t.< 451187 0. Cearyw luanocaro"ewmdaomwemnym.ONty /erthe 9..Dlgits irdiuln size of. P7 ate in inchn:- - - _ - " taOitnC.n.t Wkq.,dowa- ria kmawat of mrymmte. :1O. For Oadc design values of thn Camir' 7rUa Plate, irdiuted by tfte prolix _ - 7. TNrrh.ynknndrtw NPdisttwil".dwwruo.ed..ren .atfatly C.tte.....j R.R. 4271. - - - bytbe iron ikta brr.Ma 4'Medna wsN 7rm.w. NLet'. • mpi e1 11 'm N+mputrua Net Section Plate i! indicated by theProli%'CN-; the - 20,ga. ; -. _ alddr �,�: by �� --. datgnaiot I181(nd¢ales 78 ga. material a rued. AM pthen are 1118i,lil��l° 11111►111!11°E��111�111�lllllllil�ll. •' LUMBER SPECIFICATIONS' - TRUSS SPAN 26'-6.00" -.- - ANSTiTF, SINGLE MEMBER' FORCES'. AHGD -' - - -- - - LOAD DURATION INCREASE - 1.25` ♦. T'"1 -1913 a f- '1751 H t- 365 - SIZESPECIE GRADE PANELIST - - :SPACED 24.0- D.C.. _ T 2 -1669- �B 2= 1205 H 2- 552 TOP'-CHORD1.. _ T 3- -1669 -B 3- 1751 H 3 552 2x 4' OF A768:R 1- 4 - LOADING T 4= -191'.: H 4. -365 BOTTOM,CHOROSC _ LL.( 15.014OL( 16.01 ON TOP CHORD - 32.0 PSF - - -- 2x 4 ;OF 4168TR, 1; 3. - - -DL ON (BOTTOM CHORD - 8.0-PSF LEFT.- 1057 RIGHT - 1067 TOTAL LOAD' - 40.6 PSF' - _ - 2)t 4 OF STAND 1- 41 BEARING AREA REOUIPED (SO.4 IN) _ _ - JOINT 1 1,71. .OF / 2.53 HF 1 2.51 SPF TC LATERAL SUPPORT < 12.0C,. UON:. - - - JOINT ':5 t_71:. OF i 2.63 HF /. -2.51 SPF' BC LATERAL SUPPORT C 12.9C.. UON1.- - - - - - COMT:. 2: 3541.:00 LBS..DRAG LOAD. SHEARHALL 0.00 to 26.67' _ Uniform 'shear z<ansfar`required! 13-04-00 13-04-04' 12 5.00 C -4x4.3 05.00 d _ 6; C=4xA.3 C-44:3 �. S may_ �v% !per - _; C254C=2.5x4.3- D C-2:56 s l r'Q. 290171 C-5x5.1=�51' F? 3-3-r99 >Y 26 -08 -OD g.�R11TT9 C00 �'� 'qr CN1- o �3�$.t1a�e1`��+fta.�i'bi1.�t..It �_. i4. -. r c m _ u ut 0 CY 0 BUILDING COMPO NTS MS _ .wAlarNOP '- a. -,at Doles. unJ .. otherwise- - - i- nws a Gwwwaw w Wa ii.w bora. mvn mor •fun•»•, - 1. resign to support Wads ae • vR� AnVer: .t 1.030 i1U -M - - Z Be". -1 eneda.r awmaw tlr.r44 b..d.t-d •f d oe. N•:w rd -:2. Desugn m - th top ..d bottom cf.,c, to be lateral:y braced .[ - W-N.d�b•rvn oerwtnWYaeewwwi.w." 2-G o,Ganda:12'•G':o.crw-oecdrJw, s.. td iter. erebYadnd au.tbb-uB.:fhe�•.M-n •.. 3 2x4 hm'5 bridg.3 or lateral bracing reWred whe(e shown wuprw '4 Imtags. ih o[ trues the re.pone tb[y of tie tete ctivn wmr crus. a: Ar t.te.a roto. n.Mbgt.t-.rrtr won n twpc7r-d fa -runs br�:a• 5 Dengn aeYimes truasena f be uaetl kr a rottarrofrvn errnronment, DAT • 10/ 1/1998 e.wt be deapw roe Pnadd Cy 4 -"-of ewpta•w+aa0a ard are for dry cord trn of use. d.ron m•.an«rrwrMndear►terwrb.aa• 9^ea>v CiamPLI sus Inc.. DES, 6T; 9 mMebee a-"b..pfa.a to wy w.gwrd-0-it-a b-dw end 7 Des�msumcs adeotim dranageis pmvrded. ft.— w mrptae.md a-rbn.. a-Ad.uy b.dr Wr than d rp� 8 Pleteaniha tb looted an both faces of tnraa, grid placed sc theincenter bode b-•eMat•.ey wn9•+�t- firm coincide with joint center lines. w•+w.cRo. da.4rws. mnrurrns+sinn _ SED.! :481.7.89: ti:.u.gw.rbe.n.e..ro.t..a-�e...m.wnn.panhwtr41 we s Og+teindira:eaiteofPlateininchrs> - .. - f.bdsd.n,.h-ww •"e-` nb.e e.Wn itmrwwrt.� IO.4bm design value of the Corr+putrus Plate, indicated by the prefix _ `. - T..114.4.4Pnxn.xrw.Ml.ei wtb. yaawrm ar tru.•derW •a /adY 'C'}tien1,C:$.O. R.R, 4271. - - -. sy dieT:m� flue kntrr.n. h'Nr1y WseeTrmee,ld at';:aogy.f 17. Tla Comµrtw NN Sectpn ('late 6 indicated i>w, G>g .them aCM': the :-Nur•ra bea�l.beebe c.• Pr neer. r•po.a:. designator 1181 iMreatn 18 gs:,matenal is us6edd: AFI others aw.209* _ 111 Fill 1111111311111111111 IN LUMBER SPECIFICATIONS -TRUSS ]SPAN 26-- 8.00- - ANSI/TPI SINGLE MEMBER, FORCES 4WGO :LOAD DURATION INCSEAsi- 1.25 T j- 640 S 1- -774, N I- -430 SIZE SPECIE 64ADE PANEL(S) SPACED 24.0" D.C. T 2- 839 S 2= 117 M 2= —1310 T"3: -510 83 V1 3- TOP C-!ORDSt- 695 2x 4, 'OF #19BIR 1- 4 - LOADING 7 A -759 11 4- -388 SLL( .16.0)+DL( 16.0) ON TOP CHORD - 32.0 PSF BOTTOM CHORDS: *. 2x. 4 OF #1 BTR I= 3 OL ON 'BOTTOM CHORD - -B.0 CANT 0 8*,- 1-8" I WEBS:, - TOTAL LOAD - 40.0 PSF LEFT - 2531 RIGHT!w 602 2k 4 13F STAND 1- 4 BOTTOM CHORD CHECKED FOR 1OPSF;LIV,E.LOAD. TOP BEARING AREA REQUIRED ISO.: -SIN) TC LATERAL SUPPORT <- 12*OC, UDN. AND BOTTOM CHORD LIVE.LOADS ACTWON-CONCURRENTLY. JOINT i6 2.4 -`DF J 3:7B HF 3.60 SPF BC LATERAL F!JPPDRT,<- 12*0t, U04. JOINT 5 -967 OF 1.49 HF SPF Note. ruis,4rrlt, symmetrical. Orlentation shown. 13-04-00 13 12 5'.00Q5.00 C-46- 40 (2),01.5x2.6. or equal at uprighta. M.50 A 4Q 1p CD 1 -FF rn 3t 17 CD 0. 5` - R-2.56 C -2.W.3 C -72-5x4-3 0-00-00 18-00-00 COUNI 257 -OB -00 ScMe E. IN T- Scale: 1�4* MIT BULMING Dr—f iil- JOB NAME., aNDERS TRUSS 9 This ,destan nreclared from cclmrmtg Jnpi- 0vVACK jgw BUILDING COMPONENTS IMSI Geninallot", unless otherwise noted: SiAUNet. rd W -&p" t-V=V. 2. T-0 .�xqdatlXO*"el .. PofiV.ly.-. W 2 + 1,mps. btaringrequwa --th.k .,,.m.bndi;in%cs�later 1= ba4 4. to_ GATE: -20/ 1/19913 AN 9..w 1- - 11 -4 1 b --L'--- 5. D.,igrl -- t—=:=91thelespecti"congamr. /\compOimm b. dw;ZO=e�fj�-;= a end .. f., %,y confitwn of t, C..w— a— � ,-WbWy f. -d. bmdlna. aeig. am-.. 1.11 bew.9 at • I uppm. .he-. Shinn or ..d�qe it 6, N. was soe�m b—ppaid . —v —.4-- umou ft� abdw -4 DES. Byf, 7. decim. dr.Tuga i. -idod. 8. mt. h.11 be located on both fa- of im... and placed so their center kce b. wow . -T lines mincide with joint center lines. 481191- 1. —cici—d to. tbl,.d— h-d7.o, W* -1 and l..WwL- .1 -.w--10. For basic deign valties of the Computrus Plate, indicated by thepmfix ThN d.Wonh K-Ahd f4— tlr in6caled by the prefix'01jlh, o HIM Iff 1111101111 IN 1111111 LUMBER SPEciFi_-,;TioNs. 22- 4- 0 GIRDER TRUSS SUPPORTING 26-:8='0 ANSI/TPI :2 MEMBER FORCES 4WG0 LOADDURATION INCREASE 1.25 + t I -11450 B 1- 10570 W 1- 2705 SIZE SPECIEGRADE °PANEUSYT '2- -7874 8 ?- 10570 W 2= -3708 TOP CHORDS:. T 3- -1874 B 3- A0570 W 3--"5742 PX 4 DF NmTa 177 4- T 4='-11450 B 4- 10570 W 4- -3708, BOTTOM CHORDS, - TC UNIF LL(, 32.01 4DL( 32-0)- E4_0 PLr v o* To, 2a, 4.0* VERT W 5-- 2706 ax, 6 OF -!ss f- 48C'-- UNIT= LL I 172.7)-tDLE. 312.0)- 4a4.7 PLF 0' .07 TO 22' .4.01' VERT WEBS:� - . LEFT 6126 RIGHT - 5126 2 1 complete: trus.es, required. 4 OF : 4, 5 STAND� 1 2., 2x, 4 OF �:STUD 3' -Join togethp-- with 16d Sox nails staggered at BEARING AREA REQUIRED [SO. IN) 1( 127 cc throughout too chords,: JOINT I I g.BO OF 15.13,11F 34.42 SPF, 5" oc, throughout bottom choros. TC LATERAL SUPPORT c- 1976C. UON. JOINT' 5 9.80 OF 15-13 HF 14.4? SPF BC LATERAL SUPPORT C- 1270C. UON,_ 12' oc throughout webs. Note:, Stagger splices on adJacent members. OFF PANEL SPLICENOTE; + Laterall� brace to roof diaphram. Off Pinel point.;splices' are located + 2x4, web brace required. at 1/5: the page! length 5- at eithe7 end Of :the panel indicated:.- except end. panels - 11 -02-00 ja12 5.00 D-56 v/Wedge typ:. a AP%: I u C, - . X7.7 C=3x7.? C-14.4' C -3x7.1 C-3 x7,7Ol? r- 4.0" TYP-­ CWMIA(S)5 3 -3T -9P 1 e6"ONE 41,fw CP 22704-00 P P tM Scaje. 1/4 Kra h S� 8n I ONENTS IMSI JOB NAME -f AN -R TRUSS t3- n comouter input WERXI(SON 6Ul4OING:COMP General Notirs, Lorlear. mt-A.. notarli 1vve.d a 0-j a- red W..Mp btaste I - Design to support loadsars storm. AnVer.1.03allt.l 2. Deriaqn -me. the top and bottom chards to be litaraly braced at o.c tars at 121-0- d he 2x4 h�ggaC!tb aj�cr later broon, -tar.. h.- 3- Irecall 1= _9 of , 4. the ­;.tsibih a It'. $. a GATE: 101 111698 Dmnaa-meorl"sarraral.barts 'dv -b.d.Ape"and F. "hVdedflos-for-Fare- d . for cor4tion7 of we. ad C-.;-. - to-p-bl"t. - bradW ;.,it CUM TMS ��M. loselareepteamomlkedrolleg-d VES. BY;, 15.00.1tedet-d4b. - i. Krgn =urno. adequ.1. d,.T.. Is p ­id fee -are-*. a. -d as as d- Arris -7 larde Wass, a- drg. faces 8. Plates be located on both facear of =rx-visced so their =.tar water be rapirel t. any thics coincide With joint -ter lkws--R-, ca -'s -1- smz 481294' a- Digin indices size at plate in inches. taladcadee• hwwwng, sh1partert rew lettemallse of earrperemr, 10, Sur basic destgn va!ues of the Cmixetrus Plate, indicated by the pre, N - 1-h C'; as. I.C.13,0. R.R. 4211. be tM Trott ruffl. Wall- Wilvid.1 We" T -on, Hwal-.. -py.f II.T Ccm Her Secton Plate is indicated b thefix IN Aoh­ dMgat irenc.l. Ica 9. rnst"j.1 is I.S LUMBER SPECIFICATIONS TRUSS SPAN 26--- G.OV ANSI/TPI SINGLE MEMBER FORCES 4WGD LOAD DURATION INCREASE 11-25 T 11- 840.-:B A- -774 W 1- -4310 SIZE SPECIE GROZ, PANEL -(S) SPACED 1 2- - B39 lB 2= 117 M 12- -1310 - TOP CHORDS: -T 3-----510 B 3- 6.95 W 3- 595 2x4 OF #16BTR 1- 4 LOADING, T A- -759 W A- -�tds BCTTOk CHORDS: 'LL( 36-0)+DL(116.V) ON TCP CHORD 32.0:PSF 2x 4 DF 0199TR 1--3 DL, ON BOTTOM CHORD S.0 PSF CANT7@i B'-'I.B" NESS: TOTAL LOAD -AO.O:PSF LEFT 1531 RIGHT 602 2x 4 OF STAND, 1- 4 BOTTOM CHORO CHECKED FOR10PSE LIVE LOAD. TOP SEARING AREA REQUIRED ISO. IH) TC LATERAL - SUPPORT <- 121*0C., UON. AND BOTTOM CHORD LIVIE:LOADS ACT NON -CONCURRENTLY. JOINT B. 2.45 -OF / .3.78 HF -3.60 SPF SC LATERAL suPrORT <- 12'DC. -U0N. JOINT 5, '35 OF 1-a HF 1.42 -SPF NDTE. Truss notsWunealcal, 'Orlentilt](111ASS11OWn 13-04-00 13-04-00 12 12 5. 00 C7-'00 C-.46 4' C-LWA. C-1.50.4 F U. o as 0 C -2.5x4.3- 11-2.5x6 -9 r P 1 C -5J15.1 (5) 9x,71. r T M BU. IB -08-00: RIT 25708-00 IN^D .. I BUILD, Scale:, 1/4?' MrQ At 111., rt.1"n"'. by ERICKSON SU D NG COMPOIN NT MS Ann NAMF- S d v ThIs ink"k, f TRUSSJO AUDFA WARMINGS1 Go". nil Nines. unle. 1. Design to support lead- a shown, chords to beJowfly braced at AnVer..I.OatiQ Design sistimas the top and bottom -2- - mroonsinaser. 3 2.4 Impact bridging or lateral biraco 'ed .1hes. shown 4+ 4. Install.tien.ft—the -TIretibil 9 4-pefiv. DATE- 10/ 1/1998 S Design blin . nan-cinrarms, ernrrormenL 'dy and are for pndiljk,',.t 6. Design &=q= hill bearbig at 2.9opons shown. shien at wedge 11 1.11C. u- d.1go go is provided. ZLCOMPUTrUS DES. BY� V, it. lead doad b. say -Wonantora.". M biad.0 -4 7. 707Xgn as;umes adewate "drainage -eed toaterion, - -.0., th- si-M on, aeoft 0,soor, la B. Plates shall be located an both f� of truss, p so their carter 1.4, le. appillill. -1 esiWarion. fires mincide with joint cienter lines. SEG.* -481190 11.1ce.11AT14 - -W a- -d.— - rospeo.1blift, %'to.- a, Digits indi"to size of Plate in inebas. lortaki...1 -W—.. TO. For basic, design -kia. of the Cinnptnes Plate. indicated by the prefix '- . TN. d.Op la hashboil 'W.- to � Seltelabri an --- d-10- iiia -ii0h 1. 'C' -I C B 0 R.R 4211 A'to Rot Section hate is Indical flit �Crj-. the by toe Traw R.. kroloo W.arwing W"d T-wir, 110111,11,11.e oei,,V f =the;.. `.sKeft sd b. fi-bbed firs C -P— iiliao AS others are 20 go., LUMBEI SPECIFICATIONS - TRUSS. SPAN 22.'---4.00' - - ANSI/TPI SINGLE MEMBER- FORCES _ 4MGO - - LOAD DURATION INCREASE - 1.25; T, -1593-:B 1- :1446 M !. 309 N_ SIZE-. SPECIE- 'GRAD E .PANEL(S_7- - SPACER 24.0'" O'.C- - T 2=. -1345': 8 2- 007 M 2= 418 -_ TOPCHORDS- '� - _ - T 3•. -1346..8 3- 14.46 M 9 418 ' - 2x 4.. OF 'f 16BTR 1-4 - - : .'LOADING - - - TA- -1583! M 4-. -309: _ - BOTTOM:CHOROS:: - LL( 16".0)+OLQ'15.0) ON TOP CHORD = 32.0: PSF - - - 2x 4 OF NIGGTR 1- 3 -- - - -OL ON BDTTOM CHORD = 8:.0 PSF -- - LEFT'_ -,893 RIGHT =. - 893` ME85- - :.TOTAL LI? 40:0 PSF 2x 4 OF STAG 1-.4 _ - - - `BEARING AREA REDUIREO (SO -INi s BOTTOM CHORD CHECKED FOR 1OPSF'LIVE LOAO. TOP - -- JOINT 1 1.43 OF / 2.21 HF / :2.10 SPF. TC:LATERAL SUPPORT < 12'OC; UON:: AND BOTTOM CHORD LIVE LOADS. ACT NON -CONCURRENTLY.. - - - JOINT '5 1.43;OF / 2.21 HF /•_ -.2-10 SPF' 8C LATERAL SUPPORT <- 1127OC,. UON`. tl-oz-uo. �=oz-oo - 5.00 �7Q5.00 C -4Y4.3 4'3' pvQ� CRO C=1.5x3.4 C -1.5x3.,1 X377 * ET? 3" F OF ' o _ �5' 0 . o -2:5x6 0756-100. C=25x4.3 C-4.50 I UME TV 4 ._ 22-04-00 fad �.` :- OB NAMS' ANOFRS � TRUSS 4 - - - 5 MOO.' ter n uC RICK ON BUILDING COMPONENTS INS WMlaldae - f: - fienrral Noted.:unless otkrrvrie. noted: -. .. - -�.dre.r.+wM�.r ar.�ey. ear.. uax,Mdw.a. i. oe..gn to wpport wada:aa anovm. - - AnVer_ 1.113a (SLI .:v.ne..wen a.rra.aar tnerae e..dai.r etra.t.rtw•- and 2. Oeaiyn aawmea the toy and bottom cherde to be getr, braced et. . 2'-0 o.. WwAt l2 -u' a.r. respectivdy- - wae aq. t.tw. •snarruat+n 3_ 2x41mpact Wid9irg or laterd braang ts�uued whxe shown . +- - 1./�onq.aien.Aanrq ee.:se-.4w adt.. abs-•_, 4. mtdAtionol uusa rs the respond ty of the respective contractor: I - DATE. 1011/1996 a.aat.t.,trrre.r.d.raw d.n.it. sum et.noatwY+•te v...i.ear.vaa. 5_ oaargaasstun I trusses are to be usr tl.in a ror tehhtve env lest, -be e..Ipi.e.rdpr..IM arM�ar •f mat0lat•arrawu•. andaretor'drYmnddion o(use.. - caelpebee a=.• m..n.n.c.rY1.-lar d g. g Qea9nan me:}dleaaring at ac aapvorts f.,m.shimatwedget( COiiiF1UTQ'U5 Inc. s.wot.aa.h:wa..pts.at•.iYa..�p.n.umnrnrrandep.d roeassnv= DES. 8Y- - tm.r.a- onaptaw. ead A eeuaa• rhaeld -lard: t•. erara drdtrr 7. Oesagn a:oumea adeNate drainage iaprovlded. I w+ teach be appYdts _8 Platea..:yl be located on bothtacee of truss, and placed •o their curter =tY a••�pa^�t- Imes cP :cide with joint cemv lines. n...r.ctai:+c. wrm.[rraa. co= ✓rrea.s.tw '=EO 81192 r_ealep-u..,.••lareal .�.w..aaa.ar.. ar�rYs«th• s Digits mica[ i:eofoldsmiComp - tatawd..a.riW,abIp.a•a mwarr.u.r •!aaep...n.. 10Farbasiddmrgn v.142 the rompumn Plate; irxliee:ed by t!w Prefix T..1leadwapnbhaaddled se t•u»a.tnan..artsM.dNW.w tank' `ace l.0&0 F.i1 4211_ _ :bythaTen,Was tretaers Willeino Wad Tn.au, H�.at:'•..PYa1 - 1i. The Campum.snal"t Lan ga-matcrialisdb the pre(ix'G}I': ore - .Id�.wb. A.rih.daY.dar7ere. rgan tgwi..t_ defignalor lSBlindrutea l6 ga. matnW Hood. Nl ottma are 20_ga. ' IIiIIlilllii�IllifI�111IlllllllililUC - ll��llllllflil :- TRUSS SPAN 26'-,8.00' ANSI/TPI SINGLE HEMBER FORCES.- 4KGD _ LUMBER SPECIFICATIONS _- -'LOAD DURATIONINCREASE- 1--25 - T 1- -1975 -.B 1� .3509 N 1-- -364 SIZE'-.SPECIE'.GRADE PANEL(S) - - - -- SPACED 24.0' O.C. _ -. T 2s -1731 B 2= 1246 N 2a:- 5B2 - TOP CHORDS* T3: -1731 i0 34 360B H 3- 502: - -. 2x 4 :DF #16BTR 1-4 - - - - -.LOADING - T 4=;. -1975 - N 4= - 364 - BOTTOM CHORDS: L1.115.01+DL( 16.0) ON -TOP CHORD'- 32.0 PSF - -' - 2x 4 OF 1168TR 1.- 3 - OL ON BOTTOM CHORD r 8.0 PSF - - LEFT-: 1092 RIGHT = 1092 - WEBS: TOTAL LOAD. 40.0 PSF 2x 4- OF STAND 1- 4 _ - �- - - -- `BEARING AREA REGUIPED ISO. IN) - - - BC CONC LL+DL=- E0.0 LHS @ 13' 4.0' - - JOINT 1 4.75 OF,/ 2.70 HF / 2.57 SPF - TC.LATERAL SUPPORT <- Y2'OC,. UON. - -- --- _ JOINT 5 1.75 OF / 2:,70 HF / .2.57 SPF - BC LATERAL SUPPORT'<- 12 -OC. UON.. --- "" -UGTT9M CHORD CHECKED F13R 10PSF LIVE LOAD.. TOP - - -- ANO:,BOTTOM:: CHORD LIVE'LOADS.ACT ANON-CDNCURRENTLF.:. Loads as tgiven.:~ 13-04-00 13-04-00 Q5.UD 5.OD12: C:-44.3.' 4 C-1.50.4 C-i_5x3:4 C:. b -2.5Xu t=is'T. n-01-98 f1iS�``�4ncP C72.5x4.3- C -2.5x6 0 0-56.1-151 ,b r Scale. 1/4 D8 ANR TRUSS ral l 9 Ti CA��4O t -0 ERICK ON U LD N .CONPON NTS M 26-08-00 �g 6:IWIN" �e2m@: hau _ s ife "'ane e r rte ut I - - - _ - - WAIe1QGa: - - Oannral Not.., utaeaa omerw6e-. T.:Rwa.ene.etNnaw sM w.xnp. eefen er.rtn.ebn •iw.w. 1 Design to aupaort loads ass \ ".11dW.raM Oanrd Nstw -2. Dmign asumea the toP'and bottom Chorda to be laterally braced at AnYer'. 3.03a (IL) _ -'. - - i. s.+fltan euSraeai�hWONaad.N el ea aM 2-O2x4.o.act orlac reaancgreq. - Wr:S�pabrt_. mnnrmdr. �ger.'s.. bridgingor latersrmi ing l uttcd whets shown r t._ - GATE: 10/ 1/1998: +apse �4 ltntallationo1 [mss atheropombl y the respective comracttita 3- 1.3 w sen e.e brsdna.iw� be IndAW.nr: sheen e_- 4: imt lis n e, or— a. Antetrd lem—Ing scents Web a. utp'wry.ne preernt heroes. 5. Desegn assumes tmasns:are obs use naron-mrrpziva ernnorment, "suer . - be drtWa andina:tl.d by 4.kr—.f eetepbt•sovcq.... and are far dly mndaion of use :e•puumse"ewnet"p—lolryoff and.bade,. :6_Design aas.M-full bearing tan support she—Shim or wedge if GdmPuTrus Inc. DES. 'BY': - G -:r aaeheW be yareau enY.mty+en..t mia ebr6 bsdyrW netxafary. aesPa. 7. Detel.n asumea ..!tars. sgn t•p - - - -- - � ..s w m.npi.te. d r m ne• s•..,_e e.tr bed. prwlr stun both .... a :B. Plates shall be soured on both laces oltrusa, and placed so ihe'rrcenter "be4 wappeed r•any �rp.n. - - --':Idles mined with lointmnte linea. - - _. >,unsanae..e .weatnnc:co.n.rnsnu+s - �t SEO.: 48118 e•.,aenpooatte.?fa miw.tew rd r.'_�.. p.�eeenuwty}x lAe 9 .D91ts-nd_%. ane ul Ptatn mrndtea.. •-. _ -- - -," 0 Far basis deagn valueaol the Computes Plate, 6tdicat dby the Pretnt I.bamWn.b..-arq..bl+esntr:irtWnon'efmmp.n.as. 10, Nbane due. aapii rrd. "C' see I.C.9.0. R.R.-42T t. - - - 7. TN. dealp. I, Mebped Alae'. et. is se s.l "-hyla Ttm Rate bedon. b's d.1 Waed Tiv..ew, ItiaY, • o.pr a[ '71 the ComLutnrs Net Section Plate is f uteE byY the prefix •CN', the 7B is usetl. All othma sen 2087 - . - � .�N byterpetrtar .syse+r- designator 7181uWteatea ga, material : I II!!!i!ClII! Illlll1111�11�lillli11111111!111111' LUMBER SPECIFICATIONS - TRUSS,SPAN 22';= 4.00' - AN9.T/TPI SINGLE MEMBER FORCES 4WGD - LOAD DURATION INCREASE - 135 T ;.- 1583 H 1- 1446 W t -309 - Si2E SPECIE GRADE PAN£L(SI` - - SPACED 24.0' G -C. - T.2= -1345. B 2- --1007 W 2=- 418: TOP CHOA05 -- - - - T 3- -1345 -'8 3- 1446 W 3 418 2x 4 OF /1GBTR 1-4- - .: LOADINB,. T 4;= -1583-- W A- -309 BOTTOM CHORDS:, - - - LL( 16.0)+OLf 16.01 ON TOP CHORD - 32.0 PSF - - 2x d -'-,OF JIGSTR 1-31 - - DL ON BOTTOM CHORO'- B.0 PSF --,- - LEFT - 853 .-RIGHT 893 XE135c - - -TOTAL LOAD'- 4O.A PSF. - - 2x:4 OF STAND :1- 4 - - - BEARING .AREA REOUIREO ISG_ IN) _ - - - BOTTOM CHORD'CHECWED ,FOR IOPSF LIVE LOAD. TOP JOINT1 i.43. OF / 2121 HF /- 2.10 SPF - TC LATERAL SIPPORT <- 12'OC UOIV : AND BOTTOM. CHORD LIVE 'LOADS -ACT NON -CONCURRENTLY'. - - JOINT- 5 1.43 OF`/ 2:21 HF /' 2.10 SPF BC LATERAL SUPPORT <F !12'OC: UONs 11702- 0 11 -02 -Oa 1z 12 5.00 F11-1 C-44.3 Q5:0a 43 (2)'C-1.52:5 or equal at upright 4 C -1.5x3.4 C-1.50.4 77 r * ,E 3-31-99 — TF OF OAL�F� tp a C 1 - C -5x5 t(5) C-2.5x4.3s, C-2.56 221-04-00 BU LDIR I�_ r €:t ' Scale: =/8 ,, Tns ees n.�reoarercf/nou iut�'Sv N 8U DING COMPONENTS MS A N T S - - - _ ` - 'wAfotwac : - Ganetd Notes, old --0h isc-led- - - l.ttaadat Wiwat Nww ares w..+,a. aw.emuauwmrt.trno.... - 1. 0esgnto support loadsuahown Anver: i. 03a(IL)-M ibld..d.+wf.. urmael..e.dd b wd. a.t A Gim" a.-.vW 2. Odyn amtrras the top aM bORam clnidf to be latefal(y bracod..e[ - .- tufa.. maue.ta.r. 2'-0. oic..and at 126.0' o.c. respectively.. 2x4 fm0ett bridging orlaterd braarg repuued:wlare :haven/=bElmp s��, 4.. butadatian oft trusis the responsibib o[ the rtypectiva conu, actor.DAT£ :10/ 1/199P ��5_Desg.t:asamesnussasa:embewe h.-mcorramemrironment.MdddroMMdaMpr. et a..pMr. eu�ct,e.. and ars for dry canlitian a[u e.- _ Gaq.eaw u-w.arorwpaaW7td [w.a herad.p. 6. Design a_md fun bewag at dl supports shown Shim or wedge it11 ti. na [cad.haJd W aga.a to Ray av-['^^.n we aewOES. -8yC ! 7. Dog a�isttntes adeljtiat d Rouge is arovidM.W..n.sw.m.ywa, and al ooea.I-rld�b-d'>p'atru'-'ddb`- .b locatedo both faces of vela, and placed so their canceriaad.►a ppL to veer aagwwa. li—coincdewithiointcenterla-z'rt-5SEG:.. x$1.1}3 4. 9- Digits, indicis wi f platein "e,chext.beabwy trx!a0..Np.wtaM a.t.e.wnatos0^a.x_ 10. For basic 0esgnv h.. of the Computes Plate, indicated by the Prefix 7 iAb d.Np� t. Iv,»m.d.Iblawto t fla flaaamews elp-.at twos: 'C ..:m I. C. B.O. Rat: 4211.1. The Com Jz Net Section Plata a iMicat by the Profit'CIS the .Nest d trowdwd be Gmpurw wmreq:-.t. dasi90+[p+1191 mdicatd l9 ga:ma{ariY is vases. /+!!otter: are TO ga. Illll 11 l llil� - - l 111f11 11111 Illi) 11111 ll� 11111 1111 ill - LUMBER SPECIFICATIONS 42-:9- 13 NIP SETBACK 8-^'0- 0 FROM END WALL - - -.- ANSIAPI 2 MEMBER FORCES 4WG0' '---. - - LOAD DURATION INCREASE - 1.25:x+ - T :1- -3304 B 1- :2595 W 1- 154: W30- =4430 SIZE.' SPECIE .GRADE _-.PANEL(S). - '- - - - �- --- -- - 'T 2- -35ri4 8 2- '2596 W 2-` 846 W11- -4510 TOP ;CHORDS: -` - - - -LOADING-` - - `- - T 3- -3344 B 3- -53970 N 3.` 178. -:W12 -L 3106' 2X 4. - OF aIGBTR' 1-10 - - - - - T'-'4- -3970 B 4r 13202 W 4a -752 W13- -.1610. BOTTOM:CHORDS: - TC UNIF LLI:- 32.0)+DLI 32.0)-- 64.0 PLF 6' -,.0• T0. 6' ,0' VERT T`5- -3202' 8 5- X956 W 5-- -306'. W14- .:1618 2x 4 OF i16BTR 1710_ TC UNIF LLI' 60.0140L( 80.0)-= 160.0 PLF 8' _.0' TO 34' 9.5` VERT T 6- -958 8 6- -2770 W 6-< 912 'W15- -626 - - WEBS:, TC'. UNIF LLI =. 32.0140L.I 32.01'.* 64.0 PLF 34"- 9.5• TO 42' 9.5' VERT T 7- 220:: 8 7- -2770 W,7- -1256 WIG- -362 2x 4 -. OF - STAND' -- 1-17 = -. BC UNIF LLC - .0140L 1 40.0) - 40.0-PLF 0' -..0' TO 42' 9.5' - .. VERT T'8- -1084 B B- -228 W 0-' 2672, . 1437- ]54 .. ., .. - T" 9- -1154 B 9-,. - 1464' W .9-- -2208•. , TC LATERAL SUPPORT <--'12.00. UON:, - - TC CONC LC( 295.714DL1 296.7):- '597.3'L65 @ S' .0' - 710- -1542' BID- :1404 •-. BC LATERAL SUPPORT <-121"OC UONL' TC CONC LL( 298.7) 4DL (' 298:7) - `597.3 LBS B 34"X9.5' NOTE:.SX3 BRACING AT 24' Q.G. FOR 1 - (2 1 complete trusses required. - LEFT -. 2264 RIGHT - 860 r INT. 5092 9 26'-.6.5' ALL FLAT 70P CHORD AREAS NOT SHEATHED. - 'Join together W1th:l6d Box nails staggered at. - - - - - - - '11' oc throughout tap chords. - -- HARING AREA REOUIREO (SQ. IN). - -. ` t 12' oc throughout bottom chords, - - -. JOINT I_ 3.62.13F / 5.59- HF / 5.33 SPF Note:,, Truss. not symmetrical. 12' do throughout Webs. JOINT fY 1.30 OF' / 2.13: H7 /, '2:03 SPF orientation asShown. - - ->JOINT', 17 8.15. OF / 12.57 HF / - 11 _98 SPF - - -_ _- - - - COMB. 2: H222.00 LBS DRAG LOAD-' E a �A 8-00-08 26-08-08 8-00-08 y w �O` rn 12 5.00E C 5x6'(S) ^ i12 � x5.00 . 5 C -4x6 C -2.5x4.3 ,* C -2.5x4.3 p;:2gtt C -4x9.4 C -2:5x6 C-4xs r9 ' -Fr1-s9 if 6-3x11.9 _ `s j 'k- C-2:50.3 C -2.5x4:3 , Be E1ic 8 r ;-4x11.9 C-2.5x7.T 'd9e C -2.5x4.3 0. 5i C-30.7 C -2.5x4.3 0. C -3x9.4 (1 par - w/W C -1.5x3:4 C -5x6 (S1 C-5x6,(S1 C -1.5x -4 I q p� a�itisf AR'. 1 I I 24-10-08 16.03-00 PROVIDE FULL BEARING_ .! -:. -. 42-09-08. _ - -.. �a y ps T6a E Scale: 3116. _ - ' his de ion oreoared from com ut r n u R CKSON RUI 0 NG COMPON NTS- HS tKIR -- O.rrmf Note., r n1m etherwue natad.; - Krra.lx7Nn«dwrKyr a.ta«mnorwr«el w.i«. 1. Oeagn t-suppon wade as shown.. AnVer: 1.03a(1L)-W .. - �ua.r rd J..-entr.otr__.hW M.d.wa al rt Orrral Ka« rd ? Deaiy .awmea tta tcv and bottom chorda to be I.tnatly braced at - ... _ 2'-O mcc and at t 2'-0- c-reoeetivdy. , - irtg roWued where shown . !4 - _.. ._ tib(y oI rho reepoctiyNconiracior. tied N a n[n•COrrdilva ernCOMlem, - - upp.'mshown.Shimersvedga_ if fa pCampuTrus {Inc.- rovided. a of truxa, ard. placed so their:centu .. _ ay.NlV�Crl-.1e.1�0.1((R/iO.rONhOln f.FlrN.�- iputlue Plate. indicated by the pte0x 2 irdicated byy'the prefui -CN', the - -. atwial rs uiW.AM others are 20 ga. - - 3. 2tt4 Impact hridgeng a t hndiw. 4. 4utallatntn of [rasa u 5,. Design assumes tnrav 8. ODes -esare for dry,fundi ign aasu.�nes fu0b od«IMr - 7. Uegn urmasadedt B.:.Platn stu0 be looted wlO-i«rwlh, C'; see.I.C.8:0 t : a opy el 11 The Cempuuuf deaignetpr SlBfi _. aul8lf�lifl�l ll��fl�lilh�illlllll�i�fi�l�llll[ LUMBER SPECIFICATIONS - - _ - TRUSS SPAN .42'-::9.50' ANSI/TPI ,SINGLE MEMBER FORCES AWGD :LOAD ,DURATION INCREASE - 3_25:_ 3 1 -_-"-MIS Oil- 3222- Y, 1- :09 .K 6- 68' SIZE ':SPECIE GRADE dPANEL(S) - _ SPACED 24.0'-. O -C.- - T 2- --2979 82r 3222 H 2- ^ -504 3i 7- -520 - _ TOPI CHORDS: _ T 3.- 1'774 B;3- '3128: t1 3 723 M:8� -723;, 2X 4 ;OF f1SBTR 1- 7 - - - - LOADING - - -- - T' 4 157 B a4- 3128 N 4- -520 M s9- -504 BOTTOM -->C14OROS. - - - LLC.16.01+DL( 16.0)':ON"TOP CHORD 32-0 _PSF - _ T'5- 4774 B';5- 3222 Tf 5- 68 M10- 309' , 2x'4. OF •36BTR 1- 6 - 6L. ON .BOTTOR CHORD:.- 8.0 r, PSF'.' - T.6- -297-9 ,B--6- 3222; WEBS, - TOTAL LOAD, 40.0 PSF T 7--:-3538 - - 2x 4 OF STAND i-,10 - - 'BOTTOM CHDRD'CHECKEO-FOR '10PSF LIVE LOAD. TOP `LEFT :'•, 1712 'RIGHT'! 1712 TO LATERAL SUPPORT <- 1VOC. AND`BDTTOM CHORD LIVE LADS ACT'- NON -CONCURRENTLY_ ' BC LATERAL SUPPORT <- f2'OC, UON..�;- _ - - - - BEARING AREA :REGUIRED',(SO_'IN) - - - - - - - JOINT ,1 _2_74 OF / .4:23 HF / 4.03�51RF _ NOTE X3 BRACING'.: AT 24":O.C. FOR ** - _ - - - .2 .2J4 OF J 4.23 DINT B _ " HF J 4.03. SPF ..ALL FLATTOP CHORD AREAS NOT SHEATHED. 2x4 vertical at 48110c; - 1'Iw2.ehrC-l.5x2.b Typical: 14-'Q-8 1 18=00 -OB 5-03-08' - :10-00-00 Q SSI p�A 12 - 125;00 5. DO p C=2.5x4.3 ` C -2-,5x4.3 Cr4x'7:7 C-40.7 f$a 29Q17 } C-5xE 151 m� L}�,EN �P x_75' 1_75 F 01P IF -3x9,4 C71.50.4 C -2.5x4,3 C-150.MW1.iNM. G -5x7.7.191 C -5x7_7 IS) PII �.�� l 42-09-08 Scale: :VIE' - - _ .inq NAM • ANnFASr TRUSS "19 - This--desion nrenared from computer indul 6v ERICKSOhf BUILDING C014PONENTS MS WAWINO14- - - Oenaol Kaes. unlet oth -las rated: " - 1.4od,s 0im iNalw aM wrnaq•n•e•n.wWdlan •Iwwe. 1. Design to supper loads as stows. - �AnYer.'1. 03a(3L)-M Z eJdr aM r+n4n mintr•werii�We baavL.O etef O g Melw •M 2. Deuyn .zumas tha top and bovern ee n,da to bel-wsny },raced at'� - _ WrrJne• bleu srrtn 9•n mrw.m. 2'-O r. a ct b at l2-0'o.e tefaea vely. _ ad - 7. 1d aaVr•••1•ei-r:a M•daa rart a•art.a.d va.. mrrh •_ 4, 2aallatico hri tsm erespons, re rales ecti-Wn. t a. Dstatlatior et truss atto.raspomrbdny: of thn tesaeaive xmractora - DA: E: 1D/ 1/ 199^. a. u Ylra t. e.... aNp arra• eudh •• t•rprrr •ae prrnra a •aMq, S. Design aasteon uun a a a to be used in a ro hcauos ve --ant. ,mute awyrwt,od aro•Ie•abr a«br.t a•+otw•sweeia•+. andarelor drvmbnan'oluse. 'I Gmpuw•uwrarorwa.n•olNr tr •hw, xrsdna. 6. Dosignass mi full bearing at allsupppllasloW+h• na—mdgeit �iCiilpLlTCt1S �1iCi. - ":.DES. BY:. f� - 6. Ne WdrReu4 b�.aps.a is rrr mmpare urctaffier as beerq dna 7:. Oaf nNaaumes adc¢Uate Er' eis provided. - ' i Im.n.. ar.ap4r•. rd.t m umt ahaW .m Iwa• pn.tr tan a.rpi X. Rates be looted on bothDices o1 t... and placed ao tine's critter lae•a••patiret•anr mrarrrtt. Ines coincide With joint xanin ores. .. hvacrw.q,tno�rttwr.c.r..r a.xr[-s SEG_-, 481199 e.ua,.ta.t-.�aanta.•.w...e...--ponswif-l" s.D.gdsitdiatesizeofPlatehecP.s. r.- tiartstbn. Nesna, eugrra'ri, Yrrr,a.d.n el er•aannt•• 10- For basic design sakxs of the Compuuus Plate, indicated by tto prefca 7.'Tm arks t.e.i+rra•aM.a fere. aeJladra.«r w•Mtpn ertadr �C', seeLC.B.0jX 4211. - ay rb Iry /Ltd Mnlw b'tnilj riesaTw.n, HBgY. •e�ptr of 11. The Computrua Nat SectiohPlKe is iddkstad by .die wells 'CN-. file - -- _, .:-".Nah,.N b tvwsdw sir a••v+ary rwn rea+•y _ .designatpr 111 _B1 b+d+atn 18 ga. m,tend a weC.All o1hNs ars 20g. - - Illl�ll��llll llltl�lllll�)��o�la�i11111�1111101111 - LUMBER SPECIFICATIONS-. - 42-.S- 6 HIP SETBACK'. 8- 0- O'FROM END WALL - - _ - ANSIlTPI: 3 KENSER'.FBRCES 4WG0- " - - - - - " - LOAD.DURAIION -INCREASE. - 1.25 + - 'r 1-_ -9375 B 1- <fi529. N 1-' - 153 W10- 1023. '. _ SIZEi SPECIE GRADE, PANEL,(S), - - - - T 2=- -9477 B 2- 8529 W,2- 405 Wil- 193 -'TOP CHORDS: - LOADING T 3- -8886 El 3- 12291- N 3- 2232 W12- -2556' r ,2x, 4 -DF 0168TR 1-10 - - - `- T 4- -,12291 8:4- 14391 N 4-. -4086 W13= 1538 " - 'BOTTOM CHORDS,_ - - TC UNIF.LL( 32.0)4DL( .32.0)- 64.0 PLF 0' .0TO 8'. .0' VERT T _- -14391 "8..5- 15012 W 5-. 1539 W14- -3918: �- 2x 4 DF fl&BTR 1-10 ._ It UNIF'LLC ..-80.0)4DL:(. B0.0)= '160.0 PLIF 8' .0" TO 34' 9.5' VERT T 6- -15012 is' -6= 14151 W 6- -2496 X15= 2262:' kzss.-- TC UNIF LL( 32:0)+QL(: 32.0)- ".64.0 PLF_34' 8.5" TO 'AV -9.5" VERT T 7-12D57 B:7- 14151 W 7- - 098 WIG- 4067 Zx 4 OF ' STAND 1-17 ---- -_ BC UNIF:LL( - :[0)+OL(( 40.0)-".--40.0 PLF' 0' D" TO 42' ;9.5' VERT T 8.- -8886 S.a- 12057' W H- -738- .W;7- 153 .. _ - - - - T 9- -:-9474B`(9- 'B529S W:.9-:. .-353 ----TC LATERALr SUPPORT '<- 12"OC; UON. : TC CONC.IL( 29'0>7)40L( 298.7)-. 597.3 rLBS:H B' .Go. 710- -9372 IBID- 8529- -- .BC LATERAL SUPPORT-<= 1270C. UON.: TC CONC.:LL( 298.7). 1 a( .298.7)= 597,3 LBS 0 34' 9.5*` LEFT - 4110 RIGHT �- 4107 ' (.3) complete trusses required. _ -NOTE 1x3 BRACING AT 24' D.C. FOR: _ Join together withAGO Bax nails staggered at - " TN) BEARING AREA57 ALL FLATTOP CNORO AREAS NOT SHEATHED. -. 12710C throughout tap chords.,. 6y57 DF ! 10.15 IF / 9.67 -SPF JOIH7 1 10.1 / 12` cc throughout bottom chords: . JOINT 11 6.57 OF /:-10,14 HF ! 9.67.SPF 8-004826-08-08 12- CC throughout webs. A. B-00-08 C.1 f m 12 9077 r 5.00 E;;;'- C-9x7.7C-4x7.7' -2.5x4.3 b -3x7.7 C -2.5x7.7.:. .5x3.q --.Scale:. 3/16' - C -2.5x4.3 C -2.5x4:3 L C-5x6IS) C -2.5x7.7 C -2.5X4.3 Q5.00 lip fNG1 C -2.5x4;3 tF OF CA1.�FCE,:� C-7 ����y�ry�, y�� �'•�j' , ➢. [`+S� i'a - ' 1. 5" 05o' C -5x9.4 (SI 0. 5' C -2:5x4.3 C -5x9.4 (S) C -2.5x4.3: ' C -1.5x3.4 C-2.50.7C71 4249-08 " - - 6 A JOB AN •- AN R •. - U S' 6 OMPON N75 MS Th-s'-de n - re a tl from 'cam u u N J7 - r. - watttfalae: -... Coronal Not".; unless otherwise note& - u - - 1.:n..a.ia.rd wotae ant W+rdigebl+•aenrmrata-shnwws?.- 1..: Dian to support loads" shown. Melnaed al a-r+Y NneaW 2. Design asiumas tho top and bottomdnids to be tAtetallY AnVer. 1.03a(1L) -M - brand ar. - - - - - -: 2--aiL+aed•rwbnasnu+n+�saJd ea Wemarpr►Hv.-snnwN.n awsne... 7•-a o.e. and at 12'•O-"o.ta respectively. - :'tax merraafansres bradrq anutMhrhsad Mrreben. r.: 3:: 2x4 Impact bridging or lateral. bracing requued where shown* ♦.. 4. Inataltation of tru" n tM7eapormC'�y of the respecGye contractor: DATE: 10/ 1/1998_.. 4..SMI+Nfara ewWtnd nsw�srndr•s tn.por.ysnd v+-�+sW�w• S..D"i5•n.assumeatruss"aretobeusetl in,anon-tonoaneenvironment, - --- - -be d_.Wrdarrd t"tided ay d.Aj+1-o0ore obuclr ardan fer'dry condition' of use. carspvtrvs u.umw rte ewpanrbbyf+e-drtrredrs. 6:D"rgn•mnmesfull bearing at 41 supports shown. Shim ar necessary : - wedgeif-. CoenpuTrus Inc. BES. BV; a.. ha Mad eheJd 4. •spsb to anY ee-pM-+t •n+��olliV 7 Om n "wnt"-.ldepuete drains c is pi-ided. ,tartans are meip.to. ed a rte der drrdd eet•.PW0-termsn dedDr 8:".Plato shalllm to91'."nhoth foes of truss. and Placed so tlwir tenter - - teedo w+aPMdt'any pOgp°"+�u lines coincide with joint center lines. - -- - run.•cnxwa, rac..trn«e:cc nttananvs: SEO.-_ 481195 - 0 eerwatnrr "' no wne"a ee+'d...a.r. rte r syanrlaps far m. 9.. Digit. indicate sae of plat... inches. - - - faarrarren,Mslll , up -and MWllee[aelyan- 10. Far basic design values of the Computrus Plate, heated by the prefix 7.'Thb deryrN tuN.h.d evyaat to areaLrs an mat dwIpn salLC.B.O. R.R, 4221 -- - - - sydriruefLtoMeutaln'trsaq WeW Tway. /tt-tl'.a-spy el i1.Tho Computrus Netsaction Plafeis indicated by the prefa'CN'. the .NdrdNnarbhwss �anOirm-wan rgwn: - designator(IS) indicates 10 ga mawiai'rr used. AN others we 20 ga. yl�ll�!111�1 Il'�I1111��II�f��IJ11lIl�illll�l�� LUMBER SPECIFICATIONS - --TRUSS5PAN 42•- 9.50" B ,2:•74 OF 1` 4,23 HF J .4_D3.SPF - -! - ANSI/TPI 'SINGLE ;MEMBER FORCES 4WGD - - - -'- -_ - - LOAD DURATION INCREASE,- 1:25- - 71- 9578 ..9.f-- 3222 N 1- '.I 109 'N.':6.- ,:6B' - .SIZE SPECIE GRADE 1PAmEL (s)SPACED:24.0-,O.C_ _- -. -' - 7,2 -2975 B'2- .3222 ;W 2- ---5D4 11 7- -520. - -`TOP CHORDS;' - - - .. - T 3-- -2774 ,B 3- 31228: W',3-,_ 723 W19- 723: - 2x 4 OF 616BTR _.... 1-2 -- _ :;LOADING: - T -Y- -315: B 4. 3128: N -!: '' -520 W:3- _ 'BOTTOM CHORDS: ;' - LL( -::16.0}+DL(;:15.0) ON TOP CHORD,- 32.0'PSF _ - T 5-- -2774 B"5- 3222 H,5- = 68 H10a 1094' 2x 4 OF #169TR 1- 6 'DL ON :BDTTOH CHOW T B.O-PSF ' T 6- -2979 B .6- .3222: - Ex?, 751-99 * .- WEBS? TOTAL LOAD-- 40.0 PSF T 7-, -3518: - ---' 2x 4 OF STAND 1-10 0 o - .4 C'.�5' C -2.5x4.3 0 ~. ��Y 3x9.4 C -1.5x3 BOTTOM CHECKED FOR 10PSF LIVE LOAD:. TOP _ --- : ,LEFT_ - 37]2 RIGHT.:,=- 1712 -- -_ TC LATERAL SUPPORT <- 12'DC. VON... - ANU;BOTTOM CHORD LIVE LOADS ACT ;NON -CONCURRENTLY - i JOB NAME: ANDERS-'TRUSS20 _. - -:_ - -. This ode -n-uieoared' from �com-uter snout 'Uv FPT Sr± S0 - NG' - COMPO NTS - - -; BC LATERAL SUPPORT <a - - 12`OC, UON.-: -- _::- -. - `-- - - JOINT _ SEARING 1 2 W AREA,REOUIREDr ISO. !N) `OF I 4 23 HF / 4 03 SPF Y-0 a.c. W at l2'-0'.o.o.in7ecGvalY• 3.-'2m47mPsct bddgetg er lateral braevg required wtmre strewn + + 't.: trntagation at truss is the recponaibihecyy: f. the nmpective =ntranor.. - NOTE X3 BRACINCr: AT 24- C.C. FOR. ---* - - - -- "- - - .- JOINT B ,2:•74 OF 1` 4,23 HF J .4_D3.SPF - -! .. ALL :FLAT' TOP CHORD AREAS NOT SHEATHED.: A" 628 _ 21-04-12; 21-04-l2 12 _ i2 5.00 C;�;;, C74x4.31 Q5.U0 C -2.5x4.3 t C -2:5x4.3: t (2)C I,Sx2.6tor equal, at uprights_U.O.N.' C-07.7 C-47.7 . "a ie O4Fn 0-5x6 (S) s 0-5x6 (S) 17 r 1.75' 1.75 Ex?, 751-99 * .- 0 o - .4 C'.�5' C -2.5x4.3 0 ~. ��Y 3x9.4 C -1.5x3 C-5x7.71S1 L. C-5�7J(SlE"�'"'' A Ley 42-09-06 Scale: 3/16' i JOB NAME: ANDERS-'TRUSS20 _. - -:_ - -. This ode -n-uieoared' from �com-uter snout 'Uv FPT Sr± S0 - NG' - COMPO NTS - wannttM - Gaurd Notes,'unlea otherwise noted: - - -.. _ l.a-dNO..-YNa«a w w.�ox at.-mrwveu. cl a,-.. ' L.'.dWrW•netWte-ar-•rsr ab•iddMad•latl •tr O..rY M•tgW L Dnian to aoPort toadso'=wn. •2.. Defiyn as - the top and bottom chords to be lMeraily,btaced at ..1nVer�ia',039.113--H -. - i W-As"W n m.0 0 -ca im.-n. - ].'1.3 m.nprmdoe"�ierad+y m..s a•ie twe.A...A..n �. a..g latard 1-a ^d"� W Y-0 a.c. W at l2'-0'.o.o.in7ecGvalY• 3.-'2m47mPsct bddgetg er lateral braevg required wtmre strewn + + 't.: trntagation at truss is the recponaibihecyy: f. the nmpective =ntranor.. - - - :DATE: SO/1/1998- •ta..a• u -s «ta•par-y p•m....2.ir•diW. mwtb-dadp-d and p• -7.W by d•dge. of e.mp4t-.uu 4u..... _ w :Caaw-a -sa tmymelay ter.W. N.rYq. S. teala"dh dbe 5.: Design -.e..puaserarc to be wad ins non�cavoatve emeonryert. - and ars f., eordNan' of use. - S. Design aawmee full ar Deog at a0 supports w pports shown. Sor edge it - necetaW. - ++ I tOi�1pIIT{ US iFIC. DES. BY rest.dm.,ra-c.net.watt.ubmd gaw ' hsr n s an wpw•. W dt« anyleWa i a•.tgn 7. Dmign ass -es md., .Is d,.inage is provided. am rr ab-tl o.st.rtn - Io•e. b• ppt.d to •ny asrye.a: a.. Plsies shW_ be bated on.beth facn of ttu.s. std laced» their eente5 - --•�a..n..aw,_..�ont,.n. _ SES.:. 481200- - e. cs.pwte tw nsm.dt.t n•.rw•.«... «r..p.-rmaey t -ms g joint 2so miinnaedd.Wth+tte1.laves. _ - t�MlmWn, br.lbtt. aNpwoln0 bafYwb..tm-p-.-N. 10. Po basic demi values of the Com tM Pfate, rrdiested b the txeta _ - Tbb dn10.4 a eb:-a •.d{sa N a•s.dr.o-u m pun a.yroti t /xm 7. :Ma-lw.hw.a.dtor•b'gi.d+g w«d .tta.a twtr,-wy-t C ere 1.C:B O. R Sect. 1. l.. 71"_Ttte Computnn indet othersawa2I. the: 18Pate rsuditete:d -- - - -. ; - `Nd. rt• b•.Isid-d br Cawsuuaw.anaw.t- � dthe icate dasynstorl7 B1 itdiutn t8 ga, matnial rs wed. Rg others ate20 ga. (IIIA �IlI�I I(llllllfllll�Il 111111IN IN111l LUMBER, SPECIFICATIONS- - TRUSS SPAN. A?'- 9:50' - ANSI/TPI SINGLE MEMBER FORCES 4WGD. ; _ .LOAD DURATION INCREASE 1.25:- - T 1- -3717 8:1- 3383-_N 1- 61 410- 409 SIZE 'SPECIE GRADE PANEL.(SI' - - - - - - SPACED. 24.0'--.D.C. ' 7 2= -3575- B ve 3383: W 2= -34 W11s 73 =TOP-CMOROSi. - - - _ _ - - - T3- -3352, B3- 4714.: W 3- :984 W12- 1022 :.2x 4 OF t168TR 1-30'. _ LOADING -- T 4- -4714 B 4.= 5554 'W 4= -11635 X13=- 655 - OOTTOM COROS:. - - - -- - LL( 16.01{OL(.!16.0) ON'_TOP CHORD:: 32:0'. PSF - - T 5-: -5554 B 5- 5802r"W 5- X615 W14-- -1557 2x 4 OF 116BTR 1-10: DL ON BOTTOM'CHORD.'•- 8.0 PSF T 6- -5802 8:6- 5458 It6=- -998 WISr'- 996 _ WEBS:, - - TOTAL LOAD. 40.17 PSF - - - T 7- --4621 B 7- 5458 N 7- 235 WIG ^34 2)r 4 DF - STAND1-17 T B- -3352. 8 8- 4621 M B- -295 :117 61' _ BOTTOM.CHORD [CHECKED FOR; SOPSF LIVE -LOAD. TBP-- - - - T.9=..-3574 8 9= 3382-'H 9- -745:.. - It LATERAL: SUPPORT :<- 12'OC.,, UON. t.MO''BOTTOM CHORD LIVE LOAOS'ACT NON-CONCUP.RENTLY.. T10- 3717 BID- 3362. - BC LATERAL. SUPPORT,` <- 1270C., UONJ _ _ - -'LEFT - 1712._. RIGHT- 1712. - NOTE: IX3'GRACING AT 24- D.C. FOR ALL FLAT `TOP CHORD AREAS NOT, SHEATHED. - - - - - _. - - -- BEARING ARE& REQUIRED (S0. IN) JOINT 11 2.74 OF / : 4.23 HF -/ 4.03 SPF --- -::JOINT A 1 -2.74 OF / :-.4.23 HF 7 4.03 :SPF 2x4 vertical. at 48"nc V' with G -1.5x2.6 Typical 12-00-08 18 -OB -08 12-00-08 12 N 5.00 E7_11 C2.50 C -2.56 Q5.00 ulcan tr" '" t C-4x7.7C-47.7* 3 31-39 �t C -2.5x4.3 _ C--5x6(S) C -2:5x7.7 • r [ 0. 5' 0 5' CH =3x9.4 C,-C,-3x7..7C-2.5x4.3 C -2.5x4 3x7..3_ C -!.5x3.4 C -3x C -1.50.4C75 x11:9 (S! C -5x11.9 (S) C-1, �`- 42.09-08 :Scale: 3/16' - .. -. :. - - -_jMP11Nr11TM,3 1s Res n -re sired from com ut er 3BUI NG CJ NA t AN R RUSS - - - - -. WARNNG& Genera Note, uae= otherwisernotdi1.xd.a Grarr way"rdWrrdacabdreansrdaa.lw 1.- Deign to support mads as shown. AnVer: 1:� 03a(SL)-H 2 Biidr rid raWm eantranr abwM Mr1aY.e.f y Orwd It.1n M 2.: Design anumes the top and bottom chords to be?ateraly braced atWd�PWtraeartnahleneririar. :2'-0 .--ic at.respa•lb.1-o3..2x41mpact hldging or lateral bradng ren�ead wherwnr'4. Instatlation ot. tm= as Iter reponsibibtyy o the rnpecli- comrs.W.DATE' iQ/': 1/1998 ,seperd 1e rea nq dr.rda rasa.. t-paarr wd prmrarat bndiq. S. Design assumes tnr,sn ae ro be usM in a ran -corrosive envinmroem;t be ftalwd and pe.med by dadg-0 aarpn. ataaaen1aro are for dry conditionofCampadma a.= o.re.p-.ley rwda trades. 6.'.Designassirmes full bearing --t al*pports shown. Shimor wedge i:- CompuT('eis' �• 6. N. 1.4 abrdd b. gpaad t. ray ca-* drat rade attar abGES. BY:/�� 7 rdavaanWd.arlead. y.e. daraadpa .Pla.n shat! bol cared on.born taco of truss, and Pianxd so,tte,r canto - 1-6 b.apyaad la ray eempenana.... bes colncidewiN jointenterGen.[SED.:. 481197 aAarew- wwe.s rda..ur�ne aprneayrrth., 9 0g'r..:indrcatemzeorwtaminchn.taWlurbe.Ardaq. dos red Yutwtlen el ewagsrarara. 1 O For bsi.c[7 n vahres e! the ComputNs Prate. irdicatby the prefixTr4 ddyraY A.ehbd-shat bar Wmuses ai tree dMye. satHM 'G', see l.C.B.O. A.R; 4211"c - the d-*gat&matitis byp Allothe thers-efix 0gad_aignatoytlelirdicateetega.matelotisused. AGothersan20ga;- m r. - v F -5X4-3 CD�` �� �1! 017 E%4? 3-31-99 EK MUM RG N a� F Cr CA1-1. A�� Scale: 1/2'JOB NAME" 'A JA - -- - - This de on nrpnBrpd from nam uter-.in ut by ERtCKSON'6t.•II TNr COMPONENTS MS _ WAaMM Genwd Nota; urden cUnrwise rated: 1� Raw a C.ad www.N wmwe.t da. aaaamwdai.f taa... l.-.Onign to crfyotf load. as .h.— Anver:.1-C3a (lU,—K 2.fWa•wd—wdasaaeewtsaba" be d.b.d stat Gard Ndw..d 2.'Dealgn aoaumeatM toP ard,bolt�$daqrdsto be lliwaily braced atb.bn aan..0as max amr. 2'-' o.z.anet72 O� -_.2x4 tmt>sct brrdg rN _l.tt4.a DATE: 10/ 1/1998t Nri..i r.A..d.ew..Im.e"ud"'bepwry "'er a+fie. 5.naassb-. GsprM anus es.wrrYlY foraWs4.wy.:" 6. .Design ataum:s all beaflrlg.l dl nrPPerts: shown $h.n orwedge d �i^t+ DES. BY:, G N." aLMd oawW w-1 as p— mu.Mr Y an.sq .aII. 7 -0 tawsr�mea �d=.te ari eia 7rovidad. - 4rn�o.na..apew.,.dwrn etar.trrad-1 I..sa tn.w�tws d.dao �9 '^•g _ _ _ Wd.. M app40 to anYee.pr.aa. H. Pldes a.�aP Le touted on btt:n laces of iw; ud Paced their rrmef -.. _ e. Cn�Psdraaau meswM..r.M wwrnsvy.aWftiY f.rNe .!ales Coindda'withloint eaMu imss. :arwavarn+wa.V4NtE.K.tAv.-. ,n.5wan.rt SEG.: 481ZO1 9.I DigitserdintesN. Mat. i...h.. -- --`� tlrlenlar,Armq aNpmm�.ed te.i.ewrm.r ma><wwa„ 10.'Fat bmic design values of the Computrus Plate, "xdieated by the Prefi>i:- - { 7. TNr d..1/sJc t—h isd nel• 1. Ahs 9"-d m maw. d.rleo aw S.rtb 'C'• se^ I.C.B.G.4211.. :. by th. Te F. Ar.*W.WS-1ny.W.ad TW...q Xt-et ;. e.yYM 17.TMG ;�UtNa NiI$ettlOn Plate is lraLuted by the prefoc'CiP: the - - - -_--tiialns 1.11 as as w"ey ca --as wma.sani.:.. gnator.I7811ndiutn TH;ga. material is ufed.AO otha. ere 20 ga. 3 I�I�iIIIII� ' Iilllllllillllilll,lililllllllllllllll� '- ANSI/TP1 TRUSS SPAN `429.50'° SINGLE HEHBER FORCES 4WGD :- -. LUMBERSPECIFICATIONS < - _- - LOAD OURATION IINCREASE -:.1.25 +,.. T 1- 0 B 1- 3762 -_W 1- -4107 W 7-- 60 --'-SIZE - - SPACED 24.0' D.C. _ - - T 2- --3589 B 2= 3762 - M 2= `109 W 8=-738 : -- :SPECIE" GRADE PANEL,(S): - T 3- -3342 B 3- 3845 :W 3- -472 W 9- 868 TOP CHbR05; LOADING 1 4- -3873 B 4w 3845 W 4= 868 HSO- 2x 4 OF 0168TR 1- 7 - BOTTOM CHORDS: LL( 16.01-+OL( 16.0). ON TOP .CHORD - ':32.0 PSF T 5- -3342 8 5-- 3762 :H'5- -738 'H11- 109 --2X A OF' t1168TR. 1-:6, - DL ON BOTTOM CHORD -_ ,. 8.0 PSF : T 6-' -3589, 8.6= 37112 '.W 6= .8, M12=.--4107 _ TOTALtLOAD -- _ ' 40.0 PSF . .. T 7- 0. .2x.4, OF STAND." 2-.11'. ---- _ - - - TC UNIFIL+OL--3240'PLF 14' :0"-TO 2B'. :9.5' VERT LEFT z. 1946 1948 RIGHT 1949 , TC. LATERAL;SUPPORT.<- IrOCor:UON." - .BOTTOM CHORD CHECKED'FOA 1OPSF LIVEiLOA0. TOP - BEARING AREA REQUIRED ISR. IN) BC LAT ERAL.SUPPORT <r i2'OC.. UON.. _ AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. JOINT 1 3.12 OF / 4.B1 HF / 4.58 .SPF :JOINT 8 3.12 :OF / 4 X I HF ./ 4.58 SPF TOTE SX3 BRACING AT 24. O.C. FOR *Ch! -- Loads as given.. - --. ALL FLAT TOP CHOl AREAS V4T' SHEATHE.... 24-004E 14-08-0B 14=00-09 a 12�S.Da 5.00 CT C-4z; C-4x7.7 C-5x;4.5 C-(.5x3.4 C- .5x3.4 -5x1f.9 C-1.5x3.4- C=2':5x4,-3 _ .7 C 2.5x4.3 C-2:5x4.3,017; C-5114 .5 1.5x3.4 ' `P�q �?[ E!i811� lF OF CA%�F� C-"!:5x3.4 � � �v �, C-2.5x4.3 C-1_.5x 4 CN-5.5x11.9 is] CN-5.5x f .9 [S1 42 Scaler 3/16' This, -des; h e"ared'fr m am Cer in ut'b R Cx90N UI NO'COKPON NTS K9 - 0 A '-- R -T USS 8 :_ - - NAfa1K6t` - - - O•rrot NOleei uM.. otherwise noted: , - - "-- 1. flood es tt rat 11:tw aae w.Ms. before -Soo /, Daaign eo support loads as shown. - - �- AnVer:3.03a(IL) 2. assumes tl+e top and bottam chards to be laterally braced at _ - -- ; - - s..araa..w or.srwi mnn.nw.Mwyw.edaa.f all a•n.r N•ew wW 'Deuyn 2 0 2-aMatt2.0'o:c: resp"tn'.1y. . Ylwrsrtpa s.f r. °woo-Hoo mmm..o... 3. 2x4Impactbddgmgithe or fired where" s -� - a. to m+wwikn..c hrod., tWbdallad W-sho- tealbsibihraong 4..-4tst•a tion of adx msparoiblr the repeatlye`Contruto¢ a- AS'~-al fo mal,,l g of asses wad a• tompme, d pore-are borne. S. Oemgn assumes uuases are. to Ce ua� i.-:. nouve em'vonment.. : GATE: 10/:!/1998. - orarip•aorlpW nrd porrtlad 0y 6r4.or of esapNt•tenaalu•. :_ find are for dry eondidan�-0l use. csavauanwe-. emv.rmmTImr.•daMoY+a• - e. DesgnsasnmttstullbearingataltwPParteshown.Shimorwadgaif - C�+mpuTrus�.-Ir(e. - - - S1E$.. BY., s. este.erwdae•syswa.,yaaw•n.,tuusan.r.sasinsane -ne 'Ottrjn as-Imtt adequate drainage is Provided. .. - - - hrtanor• N waglw ..rs •t N dore rhedd any.MW ya1ortM brten7. bW bo.Ppw to any o - 8. Platas shall be. treated ort both faces of truss. and placed so their eemu -va°- L: Il tt co ncide yr h i rm cents Ones. to.rns,na, [�r lona. wen eecrsaw._ SED-.1L481198 e. cop•tn-twmwnur•r..naas•nwn.r..yee.e�rytorttw: B.Otgitarndlcatealae IplateinuteMa. tWdrsean•hanorg..Woos oed lmtozed-•1-Wearrxa TO.fvr haslydesign vallo of thn Compuws Rate, indies:ed by tiw vrelix ;�. _ 7.. ills d.alvr 4 NnldW s�pet b tl»aidbtbm •ntitaa oadoor ao< f•M 'C" .sae LD.8.0 R.R. 9211. by too Traw Nkodaa• 4.3q WeN Tvarw 1t!-st', a o.p* °t X11. The Computnn t/et Section P[ste n icdicaled by the p+efix •Ct!•, W _ o+. 6. is Afi othms are 20 ga. - - - - - - .NdtdNev+lwus by te.nsvtrvawn•wr-n• -_ dari9nator(181 irdicattt.i8gs. matarrY used. _ _..,, - -- Lc!t DC Tlat fIOCLSC-.�f.21 ,.. i Y::-1913 a i-. - '.yKID J�.9'-D.[.-. '.L2E :'3PE.0 S'E C3RAOC -. .T:.A WC L.:CS) - - - Im a3•' lY --lfa0 D'S-:.' TQP CMGR OS: -- •.a-. -m -12.0 — - ��; CLOT 'T OFO CFtiOR05:. _ - LLI16.01 �116.0):d1 /OO OGRi� yL1Gt1+ }OST' - nl::_l9i]Ow ocO•l S.a e3'• Ltfc.. 1047 Tt a pp -.n Y 6OT R- 1 —, 3 fEf35: - _ - It fSTIL 1010NFI.ISwtKD tm.:tw 2.51 C+ - - - - ;rnJl 2 mop tDS VRO tda C-515.1 25 iRw Alf R o.CQ4 Ev.3-37-99 ' `rq CIVIL �CALIFQ°' CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R Project Titlet ANDERS -- Run: 270 28 -Sep -98 Project,Address: 1229'ALMOND AVE. ANDERS u BIGGSf ,CA 95917 4 ilding Tit 1_e: ANDERS Building Permit # t� Document, Author: JESSE ONTIVEROS: ''Telephone:(916) 674-1681, Plan Check / Date Compliance Method: CALRES2 Version 1,30 Field Check / Date Climate Zone: 11 --- -- -_ ---------------------------------------- -- -- --- --- GENERAL GENERAL, INFORMATION` Conditioneel Floor Area: 3434 ft2 Building Type. SFD Single Family Detached Building Front Orientation: 180 ideg (South) Number of Dwelling Units: 1.00 t Floor Construction 'Type: Slab.on grade BUILDING SHELL INSULATION Component Insul Assembly Type ----^--L----.:-- -------- R, -value:' U -value Location/Comments Door -------- 0 0,330!' -----------------------------------:-- Outside ---- Door 0 0.330' Unconditioned' Door 0 0,330 Attic Wall. 21 0.054_ Outside' Wal, 1 19, 0.1065 Unconditioned Wall 19 0,065` Attic Wall 13 0.088 Attic Wall 19 0,065' Outside t. Floor Floor 0` 0.722 0 0,195 Grade p , „ Grade OUT T E OU Floor Ceiling : 19 0.037 38' 0.025 Uncondit• pp�d1 0 Attic SEI �� DEPA'99r i -NT Floor 19' 0.048 Unconditione slab Perimeter 6 0,900 Outside ' P R O � El Slab Perimeter 0 0.550 Unconditioned Slab Perimeter 0 0,720'',Outsidei slab Penimet,er 0 0.500- Unconditioned' FEN) ,,STRATION'' Area U- Interior Exterior Overhang Frame Orientation (ft2) value Panes -- Shading Shading and,Fins ------------- --------- Type' Window South 127.'G 0,870 2 -------- Std Drape Bug Screen None -------- Vinyl Window West 20.0:0,870. 2` Std Drape` Bug Screen None Vinyl' Window 'North 223.5 0,87.0 2 Std 'Drape Bug Screen None Vinyl Window North 40.0 0.870 2 Std ,Drape Bug ;Screen None WdDr/Div Window North 40.010.870 2 Std Drape Bug Screen None Metal Window East 73,5,0.870 2 Std Drape Bug Screen None Vinyl' Window East, 80.0'0.870- 2 Std 'Drape -"Bug Screen None WdDr/Div I Window East' t I 33.3 0.870 2 Std Drape Bug 'Screen None Metal, j _ I _- 1 COMPUTER"METHOD'SUMMUY Page 2 C -2R Project Title: ANDERSJ ------------ Run: 270 28 -Sep -198 OPAQUE SURFACES continued F" Surface: Area U- Insl Tru; Slr Construction Type' (ft2) ------ value - Rval Azm`Tlt _ _-- Gns Type Location/Comments ---------- Wall 903;0 - 0 05 4 -_-_ 2-1 270 90 --- Yes ---�.__-- - W21.2X8.1;6 -------------------------- Outside' Wali 93.0 0.088 13 270 90 Yes W13,.2x4 16 Attic Wall 1136.5 0.054 21 0 90 Yes W21.2X8.16 Outside "Wall 55.0 0.065 19 0 90 Yes W19.2x6.16 Outside Wali. 225.0, 0.088 13 0 90 Yes W13.294.16 Attic Wall 348.6 0.054 21 90- 90 Yes W21. US, 16 Outside 11 398.0 0.`065 19 96 90 No W19.2x6.16 Unconditioned` Wa11 217.7 0.065 19 96 90 Yes W19.2x6.16 Outside Wall 146'.0 6.:0 65 1-9 1 90' 90 Yes W19.2x66,16 Attic Kai 1 160:0 0.054 21 315 90 Yes W21 V6 Outside Wall 160.0 0.054 21 45 90 Yes W21.2X8.16 Outside> Wall 212,:0 0.054 21. 72' 90 Yes W21.2X8.1,6 outside Wall 368,0 0.054 21 `135 90 Yes W21.2X8.16 Outside Wall 78.0 0.0`54 21 225; 90 Yes W21.2X8.16 Outside Floor 385.0 =- 0 -- 180 No S1ab140E Grade Floor 2004.0 -- 0 -- 180 No S1ab140C Grade Floor 99;.0 0,037 19 -> 180 No FC19.2x8.16 Unc^ndi'tioned.' Ceiling; 2907.6 0.025 38' - 0 Y'66 R38.2x4.24 Attic - Zone - ZONE2 - 6 o i osa 13 180 90 Yes W13,.2x4.16 Attic Wall 129.0 0.065 19 180 90 Yes W19:2x6,16 O'utside Wall, 296:0 0.088 33 270 90 Yes W13.2x4.16 Attic i Wail 145.6 0;0651 19 0 90 Yes W19,2x6.16 Outside r. Wall 290.5 0.065 19' 90 90 Yes W19.2x6.16 Outside ,Floor 63.0 0.648 19 -- 180 No FX19.2x8.16 Unconditioned Floor _ 502.0 6.037 19 - 180 No FC19.2x8 16 Unconditioned Ceiling 527.0 0,025 33 0 'Yes 838,2x4.2.4 Attic PERIMETER LOSSES InsUl Per'ineter Length F2 I'nsul- Depth Type (ft,) Factor R=Val° (in) Location/Comments Zoiie = ZON91 Exposed 13'0" 0.90.0 0 0 Outside Exposed' 12'0'1 0.5$0 0 0 Unconditioned Covered 291'0" 0.720 0 0 Outside Covered. 440" 0,500 0' 0. Unconditioned i I } n CERTIFICATE OF COMPLIANCE: Residential Page ,2 CF -1R ,! Project Title ANDERS ----'_Run 270 28 -Sep -98 ---------------------- THERMAL MASS Area Thick l---------' Type Exposed? (f t2)(in) Location/Comments -------- ----- ----- ----------- ------------------------ Floor Yes 385.0 3.5 Grade Floor Na 2004, 3.5 Grade HVAC SYSTEMS Duct' ,Location .Type EfficSency, and R -value - ---------- ------------- Furnace 0,80 AFUE Attic R-4;2 Air cond, --central pckg 12.00 SEER Attic R-4.2 _ WATER HEATING SYSTEMS" Distrib Water. Water # of Energy Volum11 e Wrap System Name T Name,Heater Type Htrs Factor Type Heater(gal) R -vat Standard Gas Standard StandardGas- storage. - -- - -- _ age gas, 1 0 53 50 0 WATER HEATING SYSTEMS MISC Solar savings; Solar system Wood stove Wood stove, System Name fraction type boiler?boiler pump?:', -----...»---- - - - - - - - - - - - - - ------------ --- ----- --- --- ---- Standard Gas -- -- No No WATER HEATER/BOI;LER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (`kBtuh)' Loss R -value (Btuh) --- --- ---------------__,-- -_---- StandardGas 76$". -- -36-00 =- -- HY'�RONIC DISTRIBUTION AND TERMINALS Pipe Pipe I;nsul Insul Syst,cm/Name Type Number run (ft) diam (in) 'thck (in) R -value -------- - ------ --------- None -- - - SPECIAL FEATURES, REMARKS, AND NOTES 6 1, The HVAC system in this building i:s zonally controlled. --------------------------------------- ,,l COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: ANDERS Run: 270 28 -Sep -98' FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr' Name Type (f t:2) Azm T1t Type Type :Name - comment s Zone = ZONEI GFWl-1 Wind 18.0 180 90 Slider Vinyl CEC_Db18tD www -2 - Wind 18.0 180 90 Slider Vinyl. CEC_Db1StD GFW2-1 Wind 6.0 180 96 'Fixed Vinyl CEC_Dbl3tD GFW2-2 Wind 6.0 180 90'Fixed Vinyl CEC_Db1StD G2FW1-1 _ Wind 9.0 180 90:Fixed Vinyl CEC_Db1StD G2FW1-2 Wind 6.0 180 90 Hinged Vinyl I CEC_DblStD" G2FW1=3 Wind '9.0 180 90 ,Fixed Vinyl CECDb1Ste GmiW 4 Wind 6.0 180 90 Hinged Vinyl CECDb1StD G2FW2-1 Wind 9:0 180 00 Fixed Vinyf CECDb1StD G2FW2-2 Wind 9.'0 180 90 Fixed Vinyl CEC_Db1StD' GLW1-1 Wind 20.0 ,270 96 Slider Vinyl _CEC_Db13tD GBW1-1-' Wind, 9.0 0 90 Hinged Vinyl CECebl8tD' GBW2-1,, Wind 15.0 0 90 Hinged Vinyl CEC DblstD GBW2-2 Wind 15.0 ', 0 90f Slider Vinyl"CEC_Db1StD GBW2-3 Wind 15.0 0 90 Slider Vinyl CEC_Db1StD`' - GBW2-4 Wind 40.0 0 90 Hinged WdDr/Div CEC_Db1StD G2BW5-1 Wind 40.0 0 90 Slider Metal CrC_Db1StD G2BW5-2- Wind 7.5 0 90 Fixed Vinyl GEC_Db1StD G2BW5-3' Wind 18.0 :0 90 Fixed Vinyl CEC_Db18tD cAw4-1 Wind 2.0.0 9.0 90 Slider Vinyl CEC_Db18tD GRW5-1 Wi,id 40.0 90 90 'Hinged WdDr/Div CEC_Db1StD' r G2RW6-1: Wind 33.3 90 90 Slider Metal CEC_Db1StD GC01-1 Wind 18.0 315 90 Slider Vinyl CEC_Db1SCD GCW1-2 Wind 18.0 315 90 Slider Vinyl CEC_Db1StD' G2CW1�-1. Wind 9A 315 90 Fixed Vinyl CEC_DbIStD G2CW1-2 Wind '6,0 315 96 Hinged Vinyl CEC_Db1Stl) a2cW1-3 n Fixed Vinyl CEC_Db1StD Wind 6.0 315 90'�Hinged Vinyl CEC_Db1StD ` GCh2114 Wind 18.0 45 50 Slider Vinyl CEC_Db1StD. GCW2-2 Wind 18.0 45 90i Slider Vinyl CECDb1SUI G2017-1 Wind 900 45 90 Fixed Vinyl CEC_DblStb 02,CW2-2, Wind 6.0 45 50 Hinged' Vinyl GiC_Db1Stb G2CW2�3 Wind 9.0 45 90 Fixed Vinyl -- CEC_Db1StD OkW2-4 Wind 6.0 45 90 Hinged Vinyl CEC_Db1Stb; GC04-1 Wind 18.0 135 90 Slider Vinyl CEC_Db1Stb GCW4-2 Wind 1940 135 90 Slider Vinyl CEC_DblptD GCWS-.1 Wind, 40,0 135 00 Hinged WdDr/Div.CEC_Db1Ste' GCWG,-I Wind 16.0 225 9J; Fixed Vinyl CEC_,Db1StD Zone = ZONE2 G2FW6-1 Wind 15.0 180 90'' 81186 r Vinyl CEC_Db1StD` G'4BW1-1 Wind 12.0 0 90' SIide;r Vinyl CEC_Db1StD G2BW5-1 Wind 17.5 90 90, Siider Vinyl CEC_DblStD'` e CERTIFICATE OF COMPLIANCEp Residential` Page,3 CF -1R project. Title: ANDERS Run; 270` 28', -Sep -98 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been.signed by the individual with overall design respgnsibility. When this certificate of compliance is submitted fora single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER DOCUMENTATION'AUTHOR JESSE ONTIVEROS Estrada 'Engineering' 728 A Plumas Pt., Yuba City, Ca 95991 (916) 674-,168.1 a Lic #: Signed Date S' ned Daae ENFORCEMENT AGENCY ' Name: Title: 7 r' Agency; _ Telephone: Signed Date COMPUTER METHOD SUMMARY Page 4 - C -21t Project Title: ANDERS Run: 270 28 -Sep -98' GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U- SC Gls Interior SC Int Exterior. SC Ext Name Type Panes value Only Shade Type Shade shade -Type Shade' __---------- CEC_Db1Stb --------- - --- Clear - -- --- ---------------- 2 G 870 0.880 Std Drape 0:780 Bug Screen ------ 0.870 INTERrZONE'SURFACES Surface Area Insul Construction Type " ----- -- - (ft2) U-value'R-val Type Comments ----- -------------I ---------------------------------------- pi None �d INTER -ZONE VENTL:LATION Vent/ High Open Vent Height Vent Type Area Area DiffComments 'None,• OVERHANGS Fenestration -- ---------------------- - - Above Left Right Name H eightWidth Depth Glazing Extension Ektension r` FINS Left Fin Right Fin ------------ --------- -� =--- -- -Fenestration Fenestration, --=------------- Ekten st Dist Fin Fin2kten Fin Fin above to above to Name Height Width Height Depth ht glzng glzing Depth Height glzng,glzing None.. THERMAL MASS 'Vol Cond- Area Thck Heat duct- Construction Ins Mass Name (LU) (in) ---- Crap ivity Type Rval Location/Comments ---- -.. s.a .. _,-._---:-----_ ---------- Zoite = ZONE1 SLAB -EXP 385.0 3c5 H 0.98 SlabldOE - 0 Grade SLAB-CVR; 2009 3.5 28 0A8 S1abi 0C' 2;00 Grade I COMPUTER METHOD SUMMARY ------------------------- ------------------------..__-_- Page'1 C= 2R Project Title: ANDERS --------------- Run: 270 28 -Sep -98 Project Address: 1229 ALMOND AVE. ANDERS BIGGS', CA 9 5917 Building Title'; ANDERS Buil :ding Permit # Document Author: JESSE ONTIVEROu Telephone': (916)'674-1681 4 Plan check / Date , .. Compliance Method: OALRES2 Version 1.30 Field Check / I Date Climate Zone:, 11 -- - ---- ------ --- ---=-------------------- - - ----- --- ENERGUSE SUMMARY (kBtu/f`'t2-yr) Energy Use Standard Design, Proposed Design Space Heating,25.40 27.27 Y Space Cooling 16.75 11.25 Water Heating 7.61 8.22 Complies u Total, 449.75 46.74 Yes GENERAL INFORMATION Conditioned Floor Area: 3434 ft2 - Building Type: SFD Single Family Detached Building Front Orientation:; 180 deg (South) Number of Dwelling Unit8: 1.00 Number of Storipp: 2 1 Floor Construction Types Slab on grade Number of Conditioned Zones: 2` Total Conditioned Volume: 42925 f 3 Conditioned,Footprint Area,: 3053 ft2 r Ground Floor Area: 2389 f,t2 BUILDING ZONE INFORMATION Floor Vent Vent Zone Area Volume Thermostat Height Area Name (ft2) (eta) Type Type ---'--- -=------- ------------ (ft;) (ft2 ----- ZONEI 2907` 36338 Conditioned CEC Living 8'0" ------ 64.7 it ZONE2 527 6588 Conditioned CEC_Sleeping 8'0;" 4.5 OPAQUE SURFACES Surface Are, U- Insl Tru Slr Consstruction Type (ft2 value Rval Axm Tlt, Gns Type ------_---' ---- ----- ---- --- --- -- ------------ Location/Comm ents - : - Zone = ZONE1 ------------------------ Door 20.0 0.330 0 180 90 Yes 30 -Wood Outside Door 20.0 0.330 0 180 90 No 30=Wood, Unconditioned Door, 20.0 0,330 0 270 90 Yes 30 -Wood Outside Door 20.0 0.330 0 270 90 Yes 30 -Wood Attic Wall 514.0 0.054 21 180 96 Yes W21,2X8,16 Outside Wall 14 9.2x6,.16 Unconditioned . Wall 2.0 0.065 -19 1; 90 Yes W19.2x6.16 Attic ' Wall 57.0 0.088 .1 160 90 Yes W13.2x4.16 Attic I �I COMPUTER METHOD SUMMARY Page ;5 C -21R Project Title: ANDERS Run: 2,10,28 -Sep -98 SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass. Comments' None HVAC SYSTEMS - Duct Location System Name -System Type tfficie,ncy and R -value Zone " ZONE1 GASFURN.80 Furnace 0:80 AFUE Attic R�4:2 ACsplit12 Air cond. central pckg' 12.00 SEEP. Attic R-4,2 Zone = :ZONE2_ GASFURNA6 Furnace o.80 AF`UE Attic R-4.2 ACsplitl2 Air, cond. -- central pckg 12.00 SEER Attic R-4,7 WATER HEATING SYSTEMS. Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater -- Type Htrs Factor (8al) - ----- R=va ----L_------ Stand,ard—Pas -------------------------- Standard StandardoaaI Storage gas 1_-,--- 1 0.53 50 0 r WATER HEATING SYSTEMS, MISC Solar savings Solar system Wood stove Wood stove System Name ---- feadtion type - ------------- ---. .--- - boiler? boiler pump? --- Standard as : _ __ No No WATERHEATER/BOILER DETAILS Rated Pilot Water' Recovery Inp}tt Standby Tank: Light Heaver Name Ef'ficien'cy AFUE (kBtuh) Loss R. -Value (Btuh) StandardGas 76$ 16.00 -• -- HYDRONIc DISTRItutION`hUD TERMINAL$ Pipe Pipe Insul InsUI .Sy s Type Number tun ft d.am ( ) (in) thck in f ) R -value None