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HomeMy WebLinkAbout058-770-009B06-2610 058-770-009 RESIDENTIAL, SID-Custom/Model NEW SINGLE FAMILY DWELLING (2: NEWSOME RANCH RD WHEELER, DANIEL M & JUDY ANN 05? --770- o o� Laid 06-40p�,ie� 058-770-009 06-0105 WHEELER, DAN 5694 NEWSOME RANCH RD, Cont OWNER AG BUILDING L _,. ®rI AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 200-0003259 Recorded I REC FEE 13.00 Official Records I County of I COPIES 3.00 Butte I CIMACE J. GRUBBS 1 County Clerk-Recorderl I I BW 89:91AN 22 -Jan -2087 I Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building �, permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, W and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, . smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date ) — i i ` O 1 PROPERTY OWNERS: Cx� _ -Davx�� 0JXQLeAlc State of California County of `gLLtbll personally p ared Q ersonally known to me (or proved to me on the basis of satisfactory evidence) to(be the rson(s) whose name(s) is re ubscribed to the within instrument and acknowledged to me that heMn they executed the same in hisM eir uthorized capacity(ies), and that by hmithei signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acte ,, executed the instrument. WITNESS my ha d and offj al s a . KATHY J. HOLLAND 7 an Signat a Seal: Q NOT ROY P BUC-CALIFORNIA J y— BUTTE COUNTY Q COMM. EXP. APRIL 22, 2008 A.P.#! 0 p D —%7D^� R DESCRIPTION AM that certain real property situate in the County of. Butte, State of California, described as follows: The East half of the North half of the East ?calf of the Southeast quarter of Section 7, Township 21 North., Range 5 Cast, I.D.B. Together with a right of way for road purposes. over the Southerly 60 feet of the West half of the North half .of the East half of the Southeast quarter of said Section 7. Also together with a right of !gray for road and pubic uti'_ity purposes over the North 60.00 .feet of the West half of the East half of. Section 7, Township 21 North, Range 5 Cast, �V1.D.B. & M. lying Westerly of the centerline of Big Bend Road. Also together with a right of way for road an.d public utility purposes over a strip of land 60.00 feet -in width lying 30.00 feet on_each side of the following described centerline: Beginning at a point that bears SOL(th.09° 00"'40" West a distance of 369.52 feet from the North quarter corner of Section 7, To! -,7 -,ship 21 North, Range 5 East, I.D.B. & M.; thence from said point of beginning South 240 19' 57" West for a distance of 34.59 feet; thence South 121 41' 27" West for a distance of 254.91 feet; thence South 630 45' 33" East for a distance of 280.02 feet; thence South 44° 53' 53" East for a.distance of 157.21 feet; thence South 14° 34' 33" East for a distance of 414.03 feet; thence South 100 48' 57" West for a distance of 119.01 feet;. thence South 130 04' 13" East for a- distance of 322.113 feet; thence South 790 27' 07" West for a distance of 168.94 feet; thence South 21 01' 33". Cast for a distance of 243.91 feet; thence South 690 26' 43" East for a distance of 195.79 feet, thence South 281 15' 13" East for a distance of 309.57 feet; thenc.e South 70 31' 36" Nest for a distance of 242.09 feet; thence South. 64°-53' 03" East for a distance of 229.75 feet; thence South .29°.40' 43" East for a distance of 187.33 feet; thence South 30 26' 17" West for a distance of 132.26 feet thence South 370 42' 27" West for a distance of 280.66 feet; thence South 240 04' 03" East for a distance of 52.28 feet to a point that is located South 70 09' 11" East for a distance of 2893.85 feet from the North one-quarter corner of said Section 7; thence North 630 28' 57" East for a distance of 405:72 feet; thence South 340 50' 53" East for a distance of 46.70 _feet; thence South 33° 55' 37" West'for a distance of 167:28 feet; thence South 41 37' 07" West for -a distance of 210.55 feet; thence South 10'02' 27" West for a distance. of 227.93 feet; thence South 240 26' 9-13" East for a distance of 21.19 feet; thence South 55° 22' 03" East for a distan^e of 198.13 feet; thence South 100 56' 43". East for a distance of 140.11 feet; thence South 240 21' 43" East for a distance of 499.16 feet; thence South 120 35' 27" West for a distance of 272.86 feet; thence South 40 33' 05" East for a distance of 400.36 feet; thence South 80 20' 03" East for a distance of 255.05 feet; thence South 501 54' 43" East for a distance of 44.12 feet to a point in the Easterly line of the West half of the East half of said Section 7 located North 00 28''•31" West a distance of 303.10 feet from the Southeast corner of the West half of the East half- of .said Sectio -ii 7 said point being also the end of the above described road centerline. Also together with a right of way for road purposes over the West 60 feet of the South half of the East half of the Southeast quarter of said Section 7. Also together with a right of way for road and Public utility purposes over the North 60.00 feet of the East 383.4:3 feet of the West half. of Section 7, Township 21 North Range 5 East, M.D.B. & M-. (COn,t inlie(i ) DESCRIPTION CONTINUED ALSO TOGETHER with a right of way for road and public utility purposes over a strip of land 60.00 feet in width lying 30.00 feet on each side of the following described road centerline: Begin6ng at the North one-quarter corner of said Section 7 and thence along the Northerly line thereof North 891 04' 30" East for a distance of 878.77 feet; thence South 65° 16' 40".East for a distance of 239.67 feet to a point in the center- line of the big.Bend Road and the true point of beginning for the road centerline herein described; thence from said .true point of beginning, South 490 50' 59" East for a distance of 260.36 feet; thence South 300 11' East for a distance of 83.80 feet; thence South 401 23'.-301'. East for a distance of 7.01 feet to a`point located in the Easterly line of the West half of the East half of said -Section c; thence South 40° 23' 30" East 513.71 feet; thence South 25°46' 40" West 168.54•feet; thence South 32° 26' 00" East 202.31 feet; thence South 60 35' 20" West 456.91 feet; thence South 48° 28' 30" East 218.57 feet; thence South 270 29' 30" East 213.59 feet; thence South 391 18'.30" East 136.06 feet; thence North 600 18' 00" East 50 feet; thence South to a point at the Northwest corner of. the East half of the North half of the East half of the Southeast quarter .of said Section 7 and the end of said centerline. ALSO TOGETHER with a right of way for road and utility purposes over a strip of land 30 feet in width lying Westerly of and adjacent to -the Westerly line of the above described property. AP No. 058-770=009. f: ' .s -V2 AND WHEN RECORDED MAIL TO: I BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Illi ��lll� � llll 1 tll� I I1� Ell �� II lel • C0@7—@�t0325'9 Recorded I REC FFE 13.00 Official Records I County of i COPIES 3.80 Butte I CWMACE J. GWLBBS i County Clerk -Recorders 1 1 BW @9-01W 22 -Jan -2N7 I Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT 3 Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building pen -nit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to- inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, . smoke, noise, and odor. Butte County -has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or, discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date State of California County of `84�. j On t I (q kv ,, PROPERTY OWNERS: i Wil... 0. personally dppfiared known to me (or proved to me on the basis of satisfactory evider to the within instrument and acknowledged to me that heM capacity(ies), and that by -haisihe<thei signature(s) on the instru the person(s) acte , executed the instrument. WITNESS my ha d and offc�al s a . D Signatti e /// L� J Seal: A.P. # 05�2 — 77D ..-. CO P J ersonally U the rson(s) whose name(s)is re ubscribed executed the same in his�her reir uthorized the person(s) or the entity upon behalf of which KATHY J. HOLLAND; COMM, # 1478765 NOTARY PUBLIC-CALIFO:NIABUTTE COUNTYCOMM (P. APRIL 22 008-+ r � � DESCRIPTION AM that certain real property situate in the County of. Butte, State of California, described as follows: The East half of the North half of the East half of the Southeast quarter of Section 7, Township 21 North_, Range 5 Cast, M.D.B. til. Together with a right of way for road purposes. over the Southerly 60 feet of the West half of the forth half ,of the East half of 'the Southeast quarter of said Section 7. Also together with a right of bray for road and public utility purposes over the North 60.00 .feet of the West half of the East ha.i:' of. Section 7, Tolvmship 21 North, Range 5 Cast, M.D.B. & M. lying Westerly of the centerline of Big Bend Road. Also together with a right of way for road and public utility purposes over a strip of land 60.00 feet -in width lying 30.00 feet on_each side of the following described centerline: Beginning at a point that bears Sou01.09° 00`40" West a distance of 369.52 feet from the North quarter corner of Section 7, To!nship 21 North, Range 5 East, M.D.B. & M.; thence from said point of beginninU South 240 19' 57" West for a distance of 34.59 feet; thence South 12° 41' 27" West for a distance of 254.91 feet; thence South 630 45' 33" East for a distance of 200.02 feet; thence South 441 53' 53" East for a distance of 157.21 feet;, thence South 140 34' =' East for a distance of 414.03 feet; thence South 10° 48' 57" West for a distance of 119.01 feet;. thence South 131 04' 13" East for a distance of 322.°13 feet; thence South 791 27' 07" West for a distance of 168.94 feet; thence South 20 01' 33".East for a distance of 243.91 feet; thence South 690 26' 43" East for a distance of 195.79 feet; thence South 281 15' 13" East for a distance of 309.57 feet; thence South 70 31' 36" West for a distance of 242.09 feet; thence South. 640 53' 03" East for a distance of 229.75 feet; thence South .290.40' 43" Cast for a distance of 187.33 feet; thence South 30 26' 17" West for a distance of 132.26 feet; thence South 37° 42' 27" West for a distance -of 280.66 feet; .thence South 241 04' 03" East for a distance of 52.28 feet to a point that is located South 7° 09' 11" East for a distance of 2893.85 feet from the North one-quarter corner of said Section 7; thence North 6^0.289 5711' East for a distance of 405:72 feet; thence South 341 50' 53" East for a distance of 46.70 feet; thence South 330 55' 37" West'for a- distance of 167:28 feet; thence South 41 37' 07" West for -a distance of 210.55 feet; thence South 10'02' 27" West for a distance.of 227.93 feet; thence South 24° 26' 23" East for a distance of 221.19 feet; thence South 550 22' 03" East for a distan;e of 198.13 feet; thence South 10° 58' 43". East for a distance of 148.11 feet; thence South 24° ''1' 43" East for. a distance of 492.16 feet; thence South 120 35' 27" West for a distance of 272.86 feet -,' 4° 33' 05" East for a distance of' 400.236 feet; thence South 83° 20' 03" East for a distance of 255.05 feet; thence South 50° 54' 43" East for a distance of 44.12 feet to a point in the Easterly line of the West half of the East half of said Section 7 located North 00 28''31" West a distance of 303.10 feet from the Southeast corner of the West half of the East half -of said Sectio -n 7 said point being also the end of the above ' described road centerline. Also together with a right of way for road purposes over the West 60 feet of the South half of the East half of the Southeast quarter of said Section 7. Also together with a right of way for road and public utility- purposes over the North 60.00 feet of the East 383.4.1 feet of the West half- of Section 7,-Tolmship '_'1 North Range 5 East, M.D.B. & P1. (continued) DESCRIPTION CONTINUED ALSO TOGETHER with a right of way for road and public utility.purposes over a strip of land 60.00 feet -in width lying 30.00 feet on each side of the following described road centerline: Beginning at the North one-quarter corner of said Section 7 and thence along the Northerly line thereof North 890 04' 30" East for a distance of 870.77 feet; thence South 650 16' 40".East for a distance of 239.67 feet to a point in the center- line of the big Bend Road and the true point of beginning for the road centerline herein described; thence from said true point of beginning, South 490 50' S9" East for a distance of 260.36 feet; thence South 301 11' East for a distance of 83.80 feet; thence South 401 23'-30-". East for a distance of 7.01 feet to a`point located in the Easterly line of the West harf of the East half of said"'Section Z; thence South 401 23' 30" East 5.13.71 feet; thence South 251 .46' 40" West 168.54 -feet; thence South 32° 26' 00" East 202.31 feet; thence South 60 35' 20" West 456.91 feet; thence South 480 28' 30" East 218.57 feet; thence South 270 29' 30" East 213.59 feet; thence South 390 18'..30" East 136.06 feet; thence North 801 13' 00" East 50 feet; thence South to a point at the .Northwest corner of. the East half of the North half of the East half of the Southeast quarter .of said Section 7 and the end of said centerline. ALSO TOGETHER with a right of way for road and utility 'purposes over a strip of land 30 feet in width lying Westerly of and adjacent to the Westerly line of the above described property. AP No. 058-770=009 J BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 5382 NEWSOME RANCH RD Owner: Permit No: B06-2610 APN: 058-770-009 WHEELER, DANIEL M & JUDY Issued Date: 01/19/2007 By KEJ Permit type: RESIDENTIAL 9641 LINDA RIO DRIVE Subtype: SFD-Custom/Model SACRAMENTO, CA 95827 Expiration Date: 01/19/2008 Description: NEW SINGLE FAMILY DWELLIN( (916) 362-7025 Occupancy: R-3 Zoning: FR20 Contractor Applicant: Square Footage: TURN KEY CONSTRUCTION WHEELER, DANIEL M & JUI Building Garage RemdUAddn 86 FAIRHILL DRIVE 9641 LINDA RIO DRIVE 2,268 OROVILLE, CA 95966 SACRAMENTO, CA 95827 . Other Porch/Patio Total (530) 532-0264 (916) 362-7025 2,268 FEE INFORMATION County Impact - SFD $2,244.02 Res Impact Fees - SFD $2,005.09 Dwelling - Custom, Model $1,829.92 SMIP - Residential $14.74 Dwelling - Custom, Model $1,219.95 - Fire Inspection (SRA) -Fire -Res $95.00 Fire Plan Review (SRA) -Fire -Re $95.00 Impact Processing Auditor $50.00 Impact Processing DDS $50.00 Ping Appl Fee (SRA) -Bldg $109.98 Total Charged: $7,713.70 Fees Paid: $7,713.70 Balance Due: $0.00 Receipt No: B784 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that 1 am exempt from the Contractor's License TURN KEY CONSTRUCTION C773474 / B / 01/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, , also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 01/19/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by E] Ill I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED [ CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance The Contractor's License Law dows not apply to an owner of the property who builds or improves carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: ' (This section need not be completed if the permit is oris or on�llars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 01/19/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 01/19/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owner's behalf. CONSTRUCTION LENDING AGENCY (A ptc"e W 01/19/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) IsOwner ❑ Contractor OR. E]Agent for Owner Agent for Contractor FILE COPY Lender's Address City State zip I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Nae irst Name l.S'►,�olerrr -DA.. - Mailing Address 9(6If/�, ;►ccia ,o Dride City State n Zip Phone 91%- 30-- 10'n> ' t 9/4- 71 E-mail UctH,tita.K i 9 i( -S � slot q lalo� vt� ARCHITECT/ENGINEER CONTRACTOR Name { Address il`9 5 g 16 City , . State, A Zip 00 J IR Page Lot # Phone Date Approved: E-mail Lic. # Class ,13tt ARCHITECT/ENGINEER Name D Address City State A il`9 5 g 16 Phone53o- X33 •-2'-l'o Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning F R ..2_0Flood Zone PCrosreet s St , R ej .9 0 SRA I Yes ANo Carrier Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. o -2�10 B. g_,� PROJECT LOCATION AP# OSS — -1-10 -- 00 erty Address f?% City y are Vt. i/� PCrosreet s St , R ej .9 0 WORKER'S COMPENSATION Policy Number Carrier Nhiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: 12/e w 4o Sq FT- Livin 22(68 Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: 6 , Amount: Bldg . SRA Receipt #: Sheriff SMIP Date: � �- � - � �O Other Total BUTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM ` I _ UG (One form per Building) School District A.P. Number • 1-1 6- (> b- Jurisdiction: � City Property Owner`' ((1 Property Subdivision Building Department No. a( County Lot No. G(. O -e-0 10 iw) I Residential Development 0 Q Q Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # •(No foundation inspection) ........................................................................................ Commercial/Industrial Building. Department asb l� (Group. R) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Q Q Sq. Footage New Addition (Including Exterior _ Roofed Areas) ntative . 1 Date District Identification No. 0701 11 T)'r0VMe-- ` K V% i D n 4q� School District certifies that IV -e- w Surnq- K4rc (Applicant) (Street Address) (Phone Number) 1)rL>\) IU- C f -K 195-11 (City) has complied with the requi rements of Resolution No. representing o2 lP square feet. School District Paid by Check # o L/ Remarks: (State) (Zip Code) by payment of $ L4 i q.5 D B 2926 $ PULL MITIGATION $ )/ I'7 67 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest.to the District. In compliance wBh Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School Dletict is notified by the applicable Local Manning Agency that this project is being reviewed under the California Environmental Guenty Act (CEOA), this project may be subject to additional school Paas to hilly mlMgate its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feetorm,da (=5Wtwn BUTTE LINTY D)E'VEEOPMENT FEE CERTIFICATION FORM FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DR -PD). Assessor Parcel Number Property Owner (s) s) (���'� ��j _ c�(�c1 Building Permit Number Project Location /Address Subdivision Name New Development Alteration/Addition(s) Mobile home Qr6✓)) Assessable Sq. Ftge �P Type of Residential Development (check one) Single Family -Detached Single Family -Attached Non -Residential to Residential Multi -Family Dwelling Mobile home replacement Demo Permit (date issued ) Comments: 777 Building Department )b-0 Date verified by Assessor Department verified by Building Department Z/FRRPD ❑ CARD ❑ PRPD ❑ DRPD certifies that: Applicant Name Phone Number Sc cY-+ Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: $ � j bio OCA Dwelling Units @ $ per unit for a total of $ Remarks: Paid by Check No: D .>ar:nn anti Park Square Feet @ $ Paid by Cash: � �en per sq foot for a total of $ Receipt No: 1-�— U 7 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B06-2610 Location: Parcel Number: 058-770-009 Owner Name: WHEELER, DANIEL M & JUDY ANN Date: 11/06/2006 By: KCG Sub Type: SFD-Custom/Model Phone: (916)362-7025 Description: NEW SINGLE FAMILY DWELLING (2268) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Departmfnt, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Signature of Property Owner: FILE Date: 11/06/2006 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 Permit Number: B06-2610 Job Address: Department of Development. Services Phone (530) 538-7541 Fax (530) 538-2140 Contractor: TURN KEY CONSTRUCTION Fee Description 86 FAIRHILL DRIVE OROVILLE, CA 95966 Printed: 11/06/2006 3:06 pm Account Number Fee Amount Paid Date Pmt Amt County Impact - SFD SF - Public Works - Veh/Egp 1851-0-280-1011853 $658.17 SF - Public Works - Roads 1831-0-280-1011001 $1,244.88 SF - Public Works - Facility 1851-0-280-1011852 $340.97 Dwelling_ - Custom, Model N - Permit Fee 0010-440001-4210500-1010 $1,829.92 N - Plan Review Fee 0010-440001-4210500-1010 $1,219.95 11/06/2006 $1,219.95 Fire Inspection (SRA) -Fire -Res 0100-450001-4617240-1010 $95.00 11/06/2006 $95.00 Fire Plan Review (SRA) -Fire -Re 0100-450001-4617240-1010 $95.00 11/06/2006 $95.00 Ping Appl Fee (SRA) -Bldg 0010-440001-4210500-1010 $109.98 Impact Processing Auditor 0010-050-4617998-101001 $50.00 Impact Processing DDS 0010-440001-4617999-1010 $50.00 Res Impact Fees - SFD SF - Gen Govt - Facility 1808-0-280-101001 $618.75 SF - Sheriff- Jail 1800-0-280-1011811 $288.00 SF - Library Vehicles 1825-0-280-1011828 $4.50 SF - Library Materials 1825-0-280-1011827 $150.82 SF - Sheriff Facility 1840-0-280-1011841 $291.31 SF - Gen Govt - Veh/Egp 1810-0-280-101001 $285.37 SF - Sheriff Veh/Egp 1840-0-280-1011842 $142.14 SF - Library Facility 1825-0-280-1011826 $224.20 SMIP - Residential 1001-0-280-1011298 $14.74 Printed By: Kourtni Graham 79713.70 $19409.95 Balance Due: $6,303.75 At the time of permit application, I was advised the above fees are required prior ro issuance of the permit. These fees may be changed during the plan checking process. Signature: (J"' --e' Date: 11/06/2006 Pursuant to Government code Section 66020, you are herby notified those items listed above may been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment (LESS THAN 1 ACRE 1 Reference Number: B06-2610 Date: 11/06/2006 Location: By: KCG Parcel Number: 058-770-009 Sub Type: SFD-Custom/Model Owner.Name: WHEELER, DANIEL M & JUDY ANN Phone: (916) 362-7025 Description: NEW SINGLE FAMILY DWELLING (2268) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 11/06/2006 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hqp://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B06-2610 Date: 11/06/2006 Location: Parcel Number: 058-770-009 Owner Name: WHEELER, DANIEL M & JUDY ANN Phone: (916) 362-7025 Description: NEW SINGLE FAMILY DWELLING (2268) Signature of Property Owner: Date: 11/06/2006 FILE LONGFELLow LUMBER CO. INC. Quality Truss Design •Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: Dick Miller Address: Newsome Ranch Rd. Oroville AP#: 458 - 1-70 - 009 C -20E (Rev. 3/03) Job No: Wheeler Residence (whou1222 ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. BUTTE P.O. Box 20455 COUNTY Portland, OR 97220 KLjv 0 6"2006 (503) 254-0204 DEVELOPMENT FLI FLI m LONGFELLow LUMBER CO... INC. Quality Truss Design e- Roof'& Tloo.r.$ys terns- -89:Loren Avenue • Chico, CA '95928-7434 Phone .(5307893-0112 • (800) 679-0112 Pax (530) 893-0140 E-Mail:'trussesglongfeUowlumber.com LONGFELLOW. LUMBER HANGER KEY KEY- HANGER KEY- HANGER I- LUS24 * 23- HGUS28-2 2- LUS26 24- HGUS28-3 3- LUS28 25-THJA26 4- MUS26 26- SUUR24 5-HUS26 27- SUL/R26 6- HUS28 28- 3X6 TRULOX 7- HHUS26-2 29- 5X6 TRULOX 8- HHUS28-2 30- THA29 9- 31- 10- 32- 11- 33- 12- 13- 20- HGUS26 21- HGUS28 22- HGUS26-2 HK1 22204 Symbols PLATE LOCATION AND ORIENTATION 3/4" *Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and securely seat. 0-1/16., For 4 x 2 orientation, locate plates 0-"iP from outside edge of truss. 'This symbol indicates the required direction of slots in connector plates. Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the 'output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Instolling & Bracing of Metol Plote Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft -In -sixteenths 2 TOP CHORDS 3 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 96048, 9511, 9432A TEE=LOK MITek Engineering Reference Sheet Mll-7473 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 0 O 4'. Cut members to bear tightly against each other. x � 5. Place plates on each face of truss at each O joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI). 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structurol consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. © 2004 MITek® —HO -10'. ALL. LATERAL �R_A(E hCTAiLj S V{!1.i� �R RE P�nc;uG c �N i . IS(�ACFS AT Y2 OP AT Int. .6. ► YF 2 ROS 0. G: TYP. •-2x�} ENRAGE IT '•AGE WITS WEs� (2xb . HA7 N 0 T E _ - .l'L p01s Ot��� FONT-5 6GE. 87RAGE HUST t>E D0 % T1IE LeNGT14 OP TIE WEt'.. .T41"5 DETAIL l5 TO ESE: USED A5 AN A.L.T. "roti ONE GONTINUOU5 LATERAL E: RAGE. �•m"� TRvS��✓ r� NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-1 OD PER WEB (TYP). MAR Z 7 '20OZ BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)` RESTRAINT REQUIRED AT EAG• ENI7 OF t7RAGE: AND AT '20 '-0" INTER�(ALS. - REFER TO f11t;—a1 SUHHARY S4IEE'C FOR REGOHHENt2ATIONE OP TIE TRU55 PLATE lNSTUTE: NE _T�(Or MA`( dFE imp orre M qc- T 'AT GIAPMt _ ;O .om L�cfi�R-lk 'REV Q I a3 1`I0TP-::' % MITE1`. " -T"HcE??�►'LI`�=Y" )�, l L�2�� P Ix4 CONT BRACE AT BRACE 14743ER5 LONSM THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-Bd NAIL5 GABLE END STUD 2x4 HF 5TRONSBACK MAIL TO LEDGER W/ IOd o 12' OL) — 2x4 HF LEDGER MAIL TO VERTICAL W/ IOd NAIL5) s 1 0 —'"--A35 " —A35 BRACE TO FLAT �—H-3 AT 49' O.C. NOTE= TH15 DETAIL MAY BE USED FOR WITH PITCHED BL. AL50. (0) OPTION TO WEB PLATIN&- U5E (3) - 2' WIRE 5TAPLES (0.072 DIAJI5 6A) TOENAILED THRII CHORD INTO WEB t THRU WEB INTO CHORD ON ONE FAGS FOR A TOTAL OF b STAPLES. (PI). (51) t (HI) MUST BE FL ATEV. tilt �.RB C exv DUA.r. 3-IOd NAILS EACH END 6-I0d COMMON 2x6 DIA60ML NAILS BRACE o 48' OL. 0 MAX UNBRAGED LEN6TN OF 6ABLE END STUD. (2x4 FIR -LARCH) - 5TANDARD - 5' -II' - MI AND BTR TC DL 15.0 PSF BG OL PSF NOTE: GABLE END DESIGN ED BASBG LL OA P5F ON 75 MPH WIND, F�O��URE 'B' TOT.LD. 50.0 F5F AT 0-25 FEET MEAN HE16HT. DURFAC. 1.15 TYPE OF JOB DETAIL JOB NAME= LosemLoH LUMBER CITY, STATE CHI CO, CALIFORNIA Dcrte: 10-18-02 'Gary Hawkins ARCHITECT Drawn: AK (530) 892-2700 Job no.: 02-116 1 370 wDGEWooD OR.. STE.1 o FAx:(530)893-0532 CHICO. CA 95973 garyarchmsbcglobalrlet May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 6761909 TELEPHONE (916) 676 1900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with l Od nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call me at 1-800-772-5351. Sinc QRofEsslO� ONG ), F2�, 2� MOD . Redong t4jec. (: Director of ' F 86 Western Operations RY/ek Job russcussType 2-0-0 ty y o 0 (loc) I/deft Ud PLATES GRIP TCLL 16.0 819502647 WHOU1222 Al SCISSORS 13 1 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 Job Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Dec 22 16:07:28 2005 Page 1 -2-0-0 I 6-7-15 I 1280 I 18-41 I 25-0-0 I 27.0-0 2-0.0 6-7-15 5-10-1 5-10-1 6-7-15 2-0-0 Scale: 1/4"=1' 4x4 = 6-7-15 I 1280 I 18-4-1 I 25-0.0 6-7-15 5-10-1 5-10-1 6-7-15 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.47 Vert(LL) -0.15 9 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.32 9-10 >935 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.23 6 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Simplified) Weight 103 Ib LUMBER TOP CHORD 2 X 4 DF N0.18Btr G BOT CHORD 2 X 4 DF No.18Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=927/0-3-8,6=927/0-3-8 Max Horz2=46(load case 4) Max UpliH2=24(load case 5), 6=24(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=2490/0, 3-4=1743/0, 4-5=1743/0, 5-6=2490/0, 6-7=0/22 BOT CHORD 2-10=0/2275.9-10=0/2275,8-9=0/2275,6-8=0/2275 WEBS 4-9=0/1255, 3-10=21/210, 5-8=21/210, 3-9=664/68, 5-9=664/69 BRACING TOP CHORD Sheathed or 3-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 25 It with exposure B ASCE 7-93 per UBC97/ANSl95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing atjoint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOADCASE(S) Standard /QqQFE$$/0 ANA_ �"rC17180 zrn * EXP.06/30/07 sX CMI- �P gTFOF CAO December 27,2005 ® WARNING - 9'erI/y design parameters and READ NOTES ON THIS AND DYCLUDED allTEK REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane Design valid for use only \Mth MTek connectors. This design is based only upon parameters shown, and is loran individual building component. Suite 109 ApplicobiG of design proper incorporation Citrus Heights, CA, 95610 W ty g poramenlers and poralion of component is responsibility of building designer -not truss designer. Bracing shown is far lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage. delivery, erection and bracing, consult ANSI/TPI I Quality Cdtedo, DSB-89 and BCSII Building Component MiTek® Safety Informotton available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. Job russ Truss Type tyy in o 0 I/deft Lid PLATES GRIP TCLL 16.0 Plates Increase 1.25 R795026. WHOU1222 A2 FINK 10 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 SC 0.55 Vert(TL) -0.23 Job Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434 6.200 s Jul 13 2005 MRek Industries, Inc. Thu Dec 22 16:07:28 2005 Page 1 I -2-D-0 I 6-64 I 1250 I 18.512 I 25-0-0 I 2-0-0 664 511-12 511.12 664 Scale = 1:46.6 4x4 = 3x4 = 3x4 = 3x4 = LOADING (psf) SPACING . 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.12 7-9 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 SC 0.55 Vert(TL) -0.23 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.03 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 104 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=930/0-3-8, 6=818/Mechanical Max Horz2=70(load case 4) Max Uplift2=-24(load case 5), 6=-1 (load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=1296/0, 3-4=-1125/52, 4-5=-1130/52, 5-6=-1304/0 BOT CHORD 2-9=011151, 8-9=0!789, 7-8=0!789, 6-7=0/1161 WEBS 3-9=274/13, 4-9=-36/426, 4-7=36/433, 5-7=281/13 BRACING TOP CHORD Sheathed or 5-6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 25 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard 0?,OFESS/0 ANON &Z-C17180zr- . 06/30/07 CIVI \T OFCA �/ E CAI�F� December 27,2005 ® WARNING - Ver{/y design parameters and READ NOTES ON THIS AND INCLUDED AUTEa REFERENCE PAGE MU -7473 BEFORE USE, 7777 Greenback Lanem Design valid for use only wMiT ith ek connectors. This design is based only upon parameters shown, and is for on individual building component. Suite 109 n Applicability of design poramenlers and proper incorporation of component is responsibility of building designer - not truss des -finer. Bracing shown Citrus Heights, CA, 95610 is for laterol support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ■�■ fabrication. quality control, storage. delivery. erection and bracing, consult ANSIAPII Quality Criteria, DSB-89 and BCSII Building Component M B Bek Safety Inforrnaflon available from Truss Plate institute. 583 D'Onofrio Drive. Madison. WI 53719. Job Truss Truss Type y y in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase R19502649 WHOU1222 BiTRIPLE FINK 12 240 Jo0b Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Dec 22 16:07:28 2005 Page 1 1 5-1-5 1 9-3-14 1 13-6-7 1 17.9.0 1 21-11-9 1 26.2-2 1 30-4-11 1 35-6.0 5-1-5 4-2-9 4-2-9 4.2.9 4-2-9 4-2-9 4-2-9 5.1-5 8x14 MT20H II 4x12 -- 15 14 13 12 11 10 4x12 1 10x10 i 10x10 5x6 = 6x6 = 10x10 = 10x10 = 6x6 = 5x6 = Scale = 1:66.5 Iq 0 1 5-8-8 1 1085 1 15-4-2 1 20.1-14 1 24-11-11 1 29-9-8 1 35-6-0 5-8-8 4-9-13 4.9.13 4-9-13 4-9-13 4-9-13 5-8-8 Plate Offsets (X,Y): [1:0-3_8,0-2-0], [1.1-3-12,0-3-4), [3:0-2-12,0-1-8], [4:0-1-0,0-1-12], [6:0-1-0,0-1-12], [7:0-2-12,0-1-8], [9:0-3-8,0-2-0], [9:1-3-12,0-3-4], [10:0-3-0,0-3-0], [12:0-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.30 13 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.61 12-13 >695 180 MT20H 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.16 9 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 465 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 6 DF SS G WEBS 2 X 4 DF Std G WEDGE Left 2 X 8 SYP No.2, Right 2 X 8 SYP No.2 REACTIONS (Ib/size) 1=8380/0-4-8 (input: 0-3-8),9=8380/0-4-8 (input 0-3-8) Max Horz 1 =56(load case 4) Max Uplift1=14(load case 5), 9=14(load case 5) BRACING TOP CHORD Sheathed or 3-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=15691/24, 2-3=15616/67, 3-4=-13132/81, 4-5=10600/95, 5-6=10600/95, 6-7=13132/81, 7-8=15616/67, 8-9=15691/24 BOT CHORD 1-15=0/14006, 14-15=0/12127, 13-14=0/10177, 12-13=0/8217,11-12=0/10177, 10-1 1=0/12127, 9-10=0/14006 WEBS 2-15=156/9, 3-15=32/2987, 3-14=1509/22, 4-14=-40/3838, 4-13=-2681/34, 5-13=49/4801, 5-12=-49/4801, 6-12=-2681/34 , 6-11=-40/3838, 7-11=-1509/22, 7-10=32/2987, 8-10=156/9 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 36 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) WARNING: Required bearing size atjoint(s) 1, 9 greater than input bearing size. LOAD CASE(S) Standard Continued on page 2 ® WARNING - Ver(b design parameters and READ NOTES ON TB7S AND INCLUDED LDTEE REFERENCE PAGE MU -7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paromenlers and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibfllity, of the erector. Additional pwmonent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and tracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCS11 Bulldfng Component Safety Information available hom Truss Plate Instilute. 583 D'Onotdo Drive. Madison. WI 53719. Q 9,pF ESS/O G. ANON C 17180 z * E�13 O9F CAt December 27,2005 7777 Greenback Lane Suite 109 Citrus Heights, CA, 956101MIN MOW Job russ Truss Type oty Ply 00 819502649 WHOU1222 81 TRIPLE FINK 1. Job Reference (optional) -ngrell wmuer w., mc., unlca, t a. vDvzo- iq LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert 1-9=-424(F=-410), 1-5=-52.5-9=52 6.200 s Jul 13 2005 MiTek Industnes, Inc. Thu Dec 22 16:07:28 2005 Page 2 ® WARNING - Verify design parameters and READ NOTES ON TB7S AND INCLUDED WTER REFERENCE FAGE MII-7473 BEFORE USE, 7777 Greenback Lane Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is far on individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component Citrus Heights, CA, 95610 par ponenl is bracing to insure of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary Fxacing to insure stability during construction is the responsbilfity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ■�■ fabrication, quality control, storage, delivery, ereclion and bracing, consult ANSI/TPII Quality Criteria. DSB-89 and BCSII Building Component M eek® Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. Job russ Truss ypety CSI yTJob in (loc) I/dell Ud PLATES GRIP TCLL 16.0 Plates Increase 819502650 WHOU1222 82 MOD. QUEEN 6 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.67 Vert(TL) eference (optional) ++ o.zvu s am i a cvuj mi i es muusmes, mc. i nu uec c< ro:u—v cuuo rage 1 1 -28� 6-3.5 I 12.0.3 1 17-9-0 1 23-5-13 I 29-2-11 I 3580 1 37-6.0 2-0-0 6-3.5 5-8-13 5613 5-8-13 5-8-13 6-3-5 2-0.0 5x6 = 6.00[12 6 Stale = 1:71.2 13 14 1J 12 --- 3x4 = 3x6 = 3x8 = 3x4 = 1 9-1-12 1 17-9-0 1 26-4-4 1 3580 i 9-1-12 67-4 67-4 9-1.12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.18 12-13 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.36 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.07 10 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Simplified) Weight 170 lb LUMBER TOP CHORD 2 X 4 DF No.1 &BV G BOT CHORD 2 X 4 DF No.1&BV G WEBS 2 X 4 DF Std G' REACTIONS (Ib/size) 2=1273/0-3-8, 10=1273/0-3-8 Max Horz2=-63(load case 3) Max UpIWQt 25(load case 5), 10=25(load case 5) BRACING TOP CHORD Sheathed or 4-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13.7-13 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=2047/0, 3-4=1834/46, 4-5=1834/46, 5-6=-1283/62, 6-7=-1283/62, 7-8=1834/46, 8-9=-1834/46, 9-10=-2047/0,10-11=0/23 BOT CHORD 2-15=0/1818.14-15=0/1493,13-14=0/1493. 12-13=0/1493.10-12=0/1818 WEBS 3-15=262/13, 5-15=34/401, 5-13=505/34, 6-13=-69/849, 7-13=-505/34, 7-12=-34/401, 9-12=262/13 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition 1 enclosed building, of dimensions 45 ft by 36 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ® WARNING - Ver(& destgn parameters and READ NOTES ON THIS AND INCLUDED WTEE REFERENCE PAGE MU -7473 BEFORE USE. Design vo6d for use only with MTek connectors. This design is based only upon parameters shown. and is for an individual building :omponent. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage. delivery. erection and bracing, consult ANSI/TP1l Quality Criteria. DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. q?,°FESS/p YV c C. ANn_ C17180Z) r * EXP. 06/30/07 sr c)V'I- �P December 27,2005 7777 Greenback Lane —r_m Suite ��ff He Citrus Heights. CA, 95610 SAN MOW Job russ TrussIype Oty Ply o0 Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 819502651 WHOU1222 B3 MOD. QUEEN 1 1 I Lumber Increase 1.25 BC 0.42 Vert(TL) -0.1327-29 Job Reference (optional) w., mc., k rico, ua. y�e[n-rvsa 6.200 s Jul 13 2005 Mi -Tek Industries, Inc. Thu Dec 22 16:07:29 2005 Page 1 I -2-0.0 17-9.0 I 35-6-0 1375-0 1 2-0-0 17-9-0 17-9-0 2-0-0 Scale = 1:66.3 3X6 = 6.00 12 g CONN. OF GABLE STUDS BY OTHERS. 0 +� ca w cr m <a - - LL LI LU 1`J 10 3x8 = 3x6 = 2x8 17.9-0 17-9-0 LOADING (psf) SPACING 2-00 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.07 27-29 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.1327-29 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.06 16 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 248 lb LUMBER TOP CHORD 2 X 4 DF No. t&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G 'Except' 5-26 2 X 4 DF No.1 G OTHERS 2 X 4 DF Std G BRACING TOP CHORD Sheathed or 4-6-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 31, 33, 42 REACTIONS (Ib/size) 2=1206/0-3-8, 26=1051/13-3-8, 18=49/13-3-8, 19=326/13-3-8, 20=23/13-3-8, 21=316/13-3-8, 22=21/13-3-8, 23=250/13-3-8, 24=46/13-3-8, 2542/13-3-8, 16=543/13-3-8 Max Horz2=63(load case 3) Max Uplift2=9(load case 5), 26=20(load case 5) Max Grav2=1206(load case 1), 26=1051(load case 1), 18=103(load case 2), 19=326(load case 7), 20=52(load case 2), 21=316(load case 1), 22=49(load case 2), 23=254(load case 7), 24=84(load case 2), 25=463(load case 7), 16=543(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/46, 2-3=2047/0, 3-4=1683/0,4-5=-1 565/17. 5-6=-655/13, 6-7=591/37, 7-8=-598/38, 8-9=477/36, 9-10=613/38, 10-11=703/14, 111-12=-601/0,12-13=52010, 13-14=-63610,14-15=-627/0,15-16=642/0,16-17=0/45 BOT CHORD 2-30=0/1758, 29-30=0/1758, 28-29=0/1941, 27-28=0/1941, 26-27=0/1941, 25-26=0/502, 24-25=0/502, 23-24=0/502, 22 -23=0/502,21 -22=0/502,20-21=0/502,19-20=0/502,18-19=0/502,16-18=0/502 WEBS 5-42=1032142,42-45=1065/43.31-45=1215/40,31-33=-1564/44, 33.39=1582/39, 26-39=-1669/36.3-30=-10/189. 5-29=21/566.27-31=16/175,3-29=345/21. 29-31=565/0,9-33=-39/0,15-19=321/1. 114-21=299/8,12-23=242/8. 11-25=579/3, 10-39=229/7, 6-42=-82/4, 7-45=-334/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 36 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 ® WARNING - Ver(N design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MD -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is far lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbilydy, of the erector. Additional permanent bracing of the overoll structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPI] Quality Criteria. DS8-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 O'Onofrio Drive. Madison. WI 53719. 0?,OFESS/p q AXN N��I C 17180 G r * EXP. 06/30/07 \OFNIL O��\j CA'i.�F December 27,2005 7777 Greenback Lane • Suite 109 m Citrus Heights. CA, 95610 MiTek® Job cusscuss ype Qty y R19502651WHOU1222 83 MOD.QUEEN 1 Job Reference (optional) o.mu s 4m 14 tusu M1 i eK mausmes, mc. i nu uec tt io:urro zuuo rage LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 2-16=14, 1-5=52, 16-17=-52 Trapezoidal Loads (plf) Vert 5=77(F=25) -to -8=168(F=116), 8=168(F=116) -to -16=78(F=26) ® WARNING • 9er{/y design pamraefem and READ NOTES ON TIUS AND DPCLUDED NITER REFERENCE PAGE MU 74" BEFORE USE. 7777 Greenback Lane Design valid for use only with Wtek connectors. This design 6 based only upon parameters shown. and is far an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is res Citrus Heights, C7, 95610MMIN po g to insure of building designer - not truss designer. Bracing sham the is for bleral support of individual web members any. Additional temporary bracing to insure staWlity during construction is the responsbilfity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consull ANSI/71`11 Quality Criteria. OSB -89 and BCS11 Building Component M. ,■���,... ek® Safety Information available from Truss Plate Institute, 583 UOnofrfo Drive. Madison, WI 53719. Job russ Truss ypety1ply DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 819502652 WHOU1222 c1 FINK 2 1 loo TCDL 10.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.16 Job Reference (optional) -2-0.0 I 5.10.12 I 11-3-0 I 16-74 I 22.60 I 24-6-0 i 2-0-0 510-12 5-4-4 5-4-4 5-10-12 2-0-0 Scale = 1:43.5 4x4 = 4 3x4 = 3x4 = 3x4 = 7-8-2 7-&2 Ig LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.08 8-10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.16 8-10 >999 180 BCLL . 0.0 Rep Stress lncr YES WB 0.15 Horz(TL) 0.03 6 n/a nla BCDL 7.0 Code UBC97/ANS195 (Simplified) Weight: 97 lb LUMBER TOP CHORD 2 X 4 DF No.1&BtrG BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=844/0-3-8, 6=844/0-3-8 Max Horz2=36(load case 3) Max UpIMH 24(load case 5), 6=24(load case 5) BRACING TOP CHORD Sheathed or 5-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=1155/0, 3-4=1001/46, 4-5=1001/46, 5-6=-1155/0, 6-7=0/23 BOT CHORD 2-10=0/1025, 9-10=0!703, 8-9=0(703, 6-8=0/1025 WEBS 3-10=244/12, 4-10=33/380, 4-8=33/380, 5-8=244/12 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard QFtOFESS/O n� C. ANOc• �`�C17180 zm * EXP. 061301107 b'T9T civil. OF AU0� December 27,2005 ® WARNING - 7erj/y design parnmeten and READ NOTES ON THIS AND INCLUDED aDTEK REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane —m Design valid for use only with MiTek connectors. This design a based only upon parameters shown, and is for an individual building component. Su',,'. 109 �� Applicability lof des' n pr p incorporation of cam CiUus Heghls, CA, 95610��� design poramenters and proper incor component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction o the responsibilGy, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery. erection and bracing, consult ANSI/TPll quality CrBerta. DSB-89 and BCSII Building Component II i its Safely Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. W153719. Job russTruss ype ty yTloh (loc) Well Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.08 R19502653 WHOU1222 of KINGPOST 1 BC 0.09 Vert(TL) -0.00 14 >999 180 BCLL 0.0 Rep Stress Incr eference (optional) .•_.. • -_- e.cvv a — . � a— nn i en muusmes, mc. ... uec « io:m:vu <uw rage i 3.60 3-6.0 4x4 = Scale = 1:15.6 2 2x4= 2x4 = 1g LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.08 Vert(LL) -0.00 14 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.00 14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 22 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18BtrG TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 1=221/0-3-8,3=221/0-3-8 Max Horz1=10(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=235/0, 2-3=-235/0 BOT CHORD 14=0/208,34=0/208 WEBS 24=8/114 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard QROF ESS/p �C.ANn_� C17180 G� * EXP. 06/30107 s� CIVIL �P �rFOF CALtlF December 27,2005 ® WARNING - Verj(y design paraneters and READ NOTES ON THIS AND INCLUDED ADTEE REFERENCE PAGE AM -7473 BEFORE USE. 7777 Greenback Lane Design valid fa use only with MTek connectors. This design is based only upon parameters shown. and is for an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610r•�� is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage. delivery. erection and bracing. consull ANSI/TPII Quality Crlterla, DSB-89 and BCSII Building Component I.TQ�® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. N8, , ONGFELLow LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 9 (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: Job No: Wheeler Residence (whou1222) Address: 5694 Newsome Ranch Rd. 107 am IM_ i3U7 c AP#-. JAN a a 2009 DEVELOPMENT SERVICES C -20E (Rev. 3/03) ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 11 (HOU1222) X=LUS26 r r 1 J 1 i i' r l,. WHEELER RES 5694 NEWSOME RANCF OROVILLE FLI i RD. t Symbols PLATE LOCATION AND ORIENTATION 13 'Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and securely seat. 0-1/16" O 'For 4 x 2 orientation, locate = plates 0 -'ad' from outside d edge of truss. O 'This symbol indicates the required direction of slots in connector plates. ' Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE 4 x 4 The first dimension is the width perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the 'output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI I : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI l: Building Component Safety Information, Guide to Good Practice for Handling, Installing 8, Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft -in -sixteenths 1 2 3 TOP CHORDS C1-2 C2.a c�� 4 WEBS d pb 7 +' u C7d C67 Csd buI IUM CHUKUS 8 7 6 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 1 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A TEE10K MtTek Engineering Reference Sheet: MII-7473 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I . Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. o! O 4'. Cut members to bear tightly against each other. U 5. Place plates on each face of truss at each O joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI). 5 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI l . 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is.a non-structurol consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. © 2004 MrTek® HO -TC -1 A T UTEaAL U -Me hr T-hL_. i s YAM f0ft RE PLAC C,44 -i. 6(LACES AT Y2 0P AT( f .. .n PG TRU!.bFb (3 2. -4" cj.(012"0G. 0. G. T YP '1120W5 R AGE WIT (L t; (i'' YP. = i=olz j?r-1AGti, ; _ NOTE : =.Y2 p�l�-s Am(E lop (9 b'' 0. G: TYP. f sp 6 u�� %Z Oil Yo, . t!RA&E HOOT t�E b0 % -T IE LENGT4 OP TvWE'.. T�IrS DETAIL lb, TO 2�E USEd A5 AN A' T. 'POR ONE &oNTINUOUb LATl;RAL tiRAGE. _ L�T P, C .�r12- 1�&� TRUS��b r`� NOTE: 2X3, 2X4, OR 1X4 GRADED �^ LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-10D PER WEB (TYP). MAR 2 7 -2002 BRACE MAY BE.ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW) - RESTRAINT RE:aUIREI7 AT EAb- E:HP OP Z F -AGE AH12 AT 20'-0" INTERNALS. TO fllf�,—ql bUHHAF-Y POR REGOHHEHVATIONE TRU55 PLATE lNSTUTE W MAY 05- W -01A fir? W7FW I BEV a3 Ac STAPALIZEP2 'ifAy P�r�.ccC -r►l � rzy � Gy2 2x� �5 �:�J,I�(E{ N(EM(?:�-iZ . 1x4 GOVT BRACE AT BRACE PEMBERS LONGER THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-8d NAILS GABLE END STUD 2x4 HF 5TRON58ACK MAIL TO LEDGER W/ IOd o 12' OL) — 2x4 HF LEDGER (NAIL TO VERTICAL W/ IOd NAILS) �A35 BRACE TO FLAT X!—Do: \P �—H-3 AT 48' OL. NOTE= THIS DETAIL MAY BE U5ED FOR TR r -6E5 WITH PITCHED B.C. ALSO. (0) OPTION TO WEB PLATING, USE (3) - 2' WIRE 5TAPLE5 (0.O72 DIA.A5 6A) TOENAILED THRU CHORD INTO WEB t THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES_ . (PI). (51) t (HI) MUST BE PLATED. A .4xY OLUU . `3-IOd NAILS EACH END 6-I0d COMMON 2x6 DIAGONAL NAIL`' BRAGS o 48' or,. OA MAX UNBRACED LENGTH OF GABLE ETD STUD. (2x4 FIR-LAFtLFU - STANDARD = 5' -II' - 01 AND BTR = 1'-9' + TG LL 30;0 p5F TG DL 15.0 PSF NOTE: GABLE END DESIGN BASED BC OL p5F ON 15 MPH WIND, EXPOSURE 'B' B(ILL OA P5F TOT1D. 50.0 P5F AT 0-25 FEET MEAN HE16HT. DURFAC. 1.15 TYPE OF JOB DETAIL JOB NAME L4ffj-Lopq LUMBI CITY, 5TATE CHICO, CALIFORNIA Date: 10-18-02 'Gary Hawkins Drawn: AK ARCHITECT (530) 892-2700 Job no.: 02-116 1370 RIDGEWOOD DR.. STE.10 FAx:(530)893-0532 CHICO, CA 95973 garyarchmsbcgI0bcIrnef May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 6761909 TELEPHONE (916) 676 1900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. ' FESSIO ONG r(i ��% MOD . RedongXof- Director F 66 Western Operations RY/ek a russ russ ype y 00WHOU1222 JAl 819502647 SCISSORS Fly 1 Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434 Job Reference 0 IlOnal 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Dec 22 16:07:28 2005 Page 1 -2-0-0 67-15 1280 18-4-1 25.0.0 27-0-0 2-0.0 67-15 610-1 5-10-1 67-15 2-0-0 Scale: 1/4"=1' 4x4 = 67-15 1280 184-1 25-0-0 67-15 5-10-1 5-10.1 67-15 LOADING (psf) SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.25 TC 0.47 TCDL 10.0 Lumber Increase 1.25 BC 0.48 BCLL 0.0 Rep Stress Incr YES WB 0.51 BCDL 7.0 Code UBC97/ANSI95 (Simplified) LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF NO.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=927/0-3-8,6=927/0-3-8 Max Horz2=46(load case 4) Max Uplift2=-24(load case 5), 6=24(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22.2-3=2490/0.3-4=174310,4-5=1743/0. 5-6=2490/0,6-7=0/22 BOT CHORD 2-10=0/2275.9-10=0/2275,8-9=0/2275,6-8=0/2275 WEBS 4-9=0/1255, 3-10=21/210, 5-8=21/210, 3-9=-664/68, 5-9=-664/69 DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.15 9 >999 240 MT20 220/195 Vert(TL) -0.32 9-10 >935 180 Horz(TL) 0.23 6 n/a n/a Weight 103 lb BRACING TOP CHORD Sheathed or 3-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using'10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 25 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard ® WARNDVG - 9erM design parameters and READ NOTES ON TMS AND LNCLUDED M]TEK REFERENCE PACE MII-7473 BEFOBE USE. Design valid for use only with MiTek connectors. This design is based only upon paramelers shown, and is for an individual buildcam Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bros ng shown - is far lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the res erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding of the fabrication. quality control. storage. delivery, erection and bracing, consult ANSI/TPI 1 qual8y Criteria. DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. ;;�kOF ESS/p q C.AN�F� TFC1 EXP 076/1I38,0F0/�0�7 CIV OF A Z December 27,2005 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610��� K MiTek® o russ russ ype CSI TCLL 16.0 WHOU 1222 A2 FINK 7]7�J.b 10.0 819502646 1.25 BC 0.55 BCLL 0.0 Lumber Co., Inc., Chico, Ca. 95928.7434 7.0 Code UBC97/ANSI95 (Simplified) Reference o bonalLongfellow s sur r o amu— mi i - mousmes, mc. 1 nu Oec 22 16:07:282005 Page 1 -240-0 8.64 12-60 18-512 25-M 2-0-0 6-6-4 5.11-12 511-12 6.6.4 4x4 = Scale = 1:46.6 3x4 = 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.25 TC 0.30 TCDL 10.0 Lumber Increase 1.25 BC 0.55 BCLL 0.0 Rep Stress Incr YES WB 0,18 BCDL 7.0 Code UBC97/ANSI95 (Simplified) LUMBER TOP CHORD 2 X 4 DF No.18BtrG BOT CHORD 2 X 4 DF No.18BU G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=930/0-3-8, 6=818/Mechanical Max Horz2=70(load case 4) Max Uplift2=24(load case 5), 6=1 (load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=1296/0, 3-4=1125/52.4-5=11 130/52, 5-6=-1304/0 BOT CHORD 2-9=0/1151, 8-9=0/789, 7-8=0/789, 6-7=0/1161 WEBS 3-9=274/13, 4-9=36/426, 4-7=36/433, 5-7=281/13 3x4 = 7-11.11 DEFL in (loc) Well Ud PLATES GRIP Vert(LL) -0.12 7-9 >999 240 MT20 220/195 Vert(TL) -0.23 7-9 >999 180 Horz(TL) 0.03 6 n/a n/a Weight: 104 Ib BRACING TOP CHORD Sheathed or 5-6-1 oc purlins: BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 25 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard 3x6 = December 27,2005 ® WARNING - Verj/Ij design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MD -7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with M4Tek connectors. This design is based on u Pa Suite 109 smug is Applicability of design g N Pon parameters shown, and is for an individual building component. N g paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance recgcrding fabrication. quality control. storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. MOW Job cuss russ ype ty y 00 WHOU1222 Longfellow Lumber Co., Inc., Chive, at Ca. 95928-7434 TRIPLE FINK 1 2 R19502649 Job Reference o tional M d wv o — v cuw —r ex mausmes, Inc. r nu uec 22 15:07:28 2005 Page 1 S7.5 9-314 13-6-7 17-9-0 21-11-9 26-2-2 30-4-11 35.5-0 51-5 4.2-9 4-2-9 4.2-9 4-2-9 4-2-9 4-2.9 51-5 8x14 MT20H I I ioxio 15 14 13 12 11 t0 402 5x6 = 6x6 = 10x10 = 10x10 = 6x6 = 5x6 = 10x10 Q Scale = 1:66.5 Ig 58-8 10$5 154-2 20-1-14 24-11-11 29-9-8 35-6- 5-8-8 5g58-8 49-13 49-13 4-9-13 4-9-13 4-9-13 58-8 Plate Offsets (X,Y): [1:0-3-8,0-2-0), [1:1-3-12,0-3-4), [3:0-2-12,0-1-8], [4:0-1-0,0-1-12), [6:0-1-0,0-1-12], [7:0-2-12,0-1-8], [9:0-3-8,0-2-0), [9:1-3-12,0-3-4], [10:0-3-0,0-3-0],.[12:0-5-0 .0-3-121. f13'D-S-O n -1-i91 n0--rLz_n n_i_m LOADING(psf) TCLL 16.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCDL 10.0 Plates Increase Lumber Increase 1.25 1.25 TC . 0.73 Vert(LL) 0.30 13 >999 240 MT20 220/195 BCLL 0.0 Rep Stress Incr NO BC 0.97 WB 0.98 Vert(TL) -0.61 12-13 >695 180 MT20H 165/146 BCDL 7.0 Code UBC97/ANSI95 (Simplified) Horz(TL) 0.16 9 n/a n/a Weight 4651b LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 6 DF SS G WEBS 2 X 4 DF Std G WEDGE Left 2 X 8 SYP No.2, Right 2 X 8 SYP No.2 REACTIONS (Ib/size) 1=8380/0-4-8 (input: 0-3-8), 9=8380/0-4-8 (input 0-3-8) Max Horz 1 =56(load case 4) Max Upliftl=14(load case 5), 9=14(load case 5) BRACING TOP CHORD Sheathed or 3-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=15691/24, 2-3=15616/67, 3-4=-13132/81, 4-5=10600/95, 5-6=-10600/95, 6-7=-13132/81, 7-8=15616/67, 8-9=115691/24 BOT CHORD 1-15=0/14006, 14-15=0/12127, 13-14=0/10177, 12-13=0/8217, 11-12=0/10177, 10-11=0/12127, 9-10=0/14006 WEBS 2-15=156/9, 3-15=-32/2987, 3-14=1509/22, 4-14=40/3838, 4-13=-2681/34, 5-13=49/4801, 5-12=-49/4801, 6-12=2681/34 , 6-11=40/3838, 7-1l=1509/22.7-10=32/2987.8-10=156/9 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building; of dimensions 45 It by 36 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) WARNING: Required bearing size atjoint(s) 1, 9 greater than input bearing size. LOAD CASE(S) Standard Continued on page 2 ® WARNINO - 9'er(jlj design parameters and READ NOTES ON TMS AND DVCLUDED AUTER REFERENCE PACE llQ7.7473 BEFORE USE. Design valid for use only vilh M7ek connectors. This design is based only upon parameters shown. and is for on individual building component. Applicability of design paromenters and proper incorporation of component u responsibirify, of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillily, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult AN51/iPlt Oua1Hy Crlterla, DSB-89 and BC511 Building Component ' .safety Inlormatlon available ham Truss Plate Institute, 5113 D'Onotdo Drive, Madison. WI 53719. PPOF ESS/0 C 17180 21 M EXP. 06/30/07 j* ,N**' c)V(� � December 27,2005 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610MMIN UMi`Tek® Job cuss cussType ty P y• 0 0 WHOU1222 B1 - TRIPLE FINK 1 R19502649 2 Job Reference o tional Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434 6.200 s Jul 13 2005 Mi Industries. Inc. Thu Dec 22 16:07:28 2005 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-9=-424(F=-410), 1-5=-52, 5-9=52 ® WARNING - Del(h design pamsneWm and READ NOTES ON T87S AND INCT MED MITES REFERENCE PAGE MD -7473 BEFORE USE. 7777 Greenback Lane AppDesign valid for use only with M7ek connectors. This design is based only upon parameters shovm, and is for on individual building component. Suite 109 is far lateral of design paMcluol ee and proper incorporationly.Additional component is bracing to insure of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610MA is for for A support of individual Web members only. Additional temporary bracing to insure building designer. during construction is the responsibilrity of the erector. Additional permanent bracing a the overall structure is the responsibility of the building designer. For general guidance regarding , fabrication, quality conhol, storage, derrvery, erection and bracing, consul) ll a ANSI/TPII Quality Criteria. DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrto Drive. Madison, WI 53719. M ITek® J.. russ russ ype-77700 ry y o0 WHOU1222 82 R19502650 MOD. OUEEN 6 1 Job R011 ference o tional Longte0ow Lumber Co., Inc.. Chico, Ca. 95928-7434 6.200 s Jul 13 2005 MiTek Indusbies, Inc. Thu Dec 22 1607:292005 Page 1 6.3-5 12-0-3 17-9-0 23-5-13 29-2-11 35-6-0 37-&0 2-0.0 6.3.5 5.8-13 5-8-13 5-8-13 5.8-13 6-3-5 2-0-0 5x6 = 6.00 f 12 6 3x4 = 3x6 = 3x8 = 3x4 = 9-1-12 17-9.0 28.4-4 35-6-0 9-1-12 8.7-4 8-7-4 9-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 16.0 TCDL Plates Increase 1.25 TC 0.29 Vert(LL) -0.18 12-13 >999 240 10.0 BCLL 0.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.36 12-13 >999 180 BCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.07 10 n/a n/a Code UBC97/ANSI95 (Simplified) LUMBER TOP CHORD 2 X 4 DF No.1 &BV G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1273/0-3-8,10=1273/0-3-8 Max Horz2=-63(load case 3) Max Uplifl2=-25(load case 5), 10=25(load case 5) i PLATES GRIP MT20 220/195 Weight 170 lb BRACING TOP CHORD Sheathed or 4-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13,7-13 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=2047/0, 3-4=1834/46, 4-5=-1834/46, 5-6=1283/62, 6-7=-1283/62, 7-8=1834/46, 8-9=1834/46, 9-10=2047/0, 10-11=0/23 BOT CHORD 2-15=0/1818, 14-15=0/1493, 13-14=0/1493, 12-13=0/1493, 10-12=0/1818 WEBS 3-15=262/13, 5-15=34/401, 5-13=505/34, 6-13=69/849, 7-13=505/34, 7-12=34/401, 9-12=262/13 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 36 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ® WARNING - Ver f(ij design parameters and READ NOTES ON THIS AND INCLUDED WTER REFERENCE PAGE JIM -7473 valid for use only with MTek connectors. This design a based on u 7473 BEFORE USE. Applicability of design poramenters and proper inc 9 N p°^ parameters shown, and is for an individual building component. is for lateral supportp p incorporation of component is responsibility of building designer- not truss designer. Bracing shown of individual web members only. Additional lemporary bracing to insure stability during construction is the responsbillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSS -89 and BCS11 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison. WI 53719. Scale = 1:71.2 QROF ESS/6 c C. ANA_ '� C17180 Z� * EXP. 06/30/07 s1T'9T CIV 11. ��P FBF CA�1F�F� December 27,2005 /177 Greenback Lane --m Suite 109 Citrus Heights, CA, 95610��i, MiTek® Job Nss I rubs ype ry y 00 WHOU1222 R19502651 83 MoD.QUEEN 1 1 Job Reference o tiara! Longfellow Lumber Co., Inc., Chico, Ca. 95926-7434 6.200 5 Jul 13 2005 MTek Indusuies, Inc. Thu Dec 22 16:07:29 2005 Page 1 '2-0-0 17-9-0 2-a0 35-6-0 37-6-0 17-9-0 17-9-0 z-ao 3x6 = Scale = 1:66.3 6.00 12 CONN. OF GABLE STUDS BY OTHERS. 3x8 = 3x6 = -- -- -- - <r <u tv 10 2x8 71a 17-9-0 17-9-0 Plate Offsets (X Y): [2:0-4-12 0-1-81[8:0-3-0,Edoel LOADING (psf) TCLL 16.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC DEFL in (loc) I/dell Ud PLATES GRIP TCDL 10.0 Lumber Increase 1.25 :0.45]Vert(LL) BC 0.07 27-29 >999 240 Vert(TL) -0.13 27-29 >999 180 MT20 220/195 BCLL 0.0 BCDL 7.0 Rep Stress Incr NO Code UBC97/ANSI95 WB (Matri Horz(TL) 0.06 16 n/a n/a Weight: 248 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD Sheathed or 4-6-13 oc purlins. BOT CHORD 2 X 4 DF N0.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G 'Except' JOINTS 1 Brace at Jt(s): 31, 33, 42 5-26 2 X 4 DF No.1 G OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1206/0-3-8, 26=1051/13-3-8, 18=49/13-3-8, 19=326/13-3-8, 20=23/13-3-8, 21=316/13-3-8, 22=21/13-3-8, 23=250/13-3-8.24=46/13-3-8,25=442/13-3-8,16=543/13-3-8 Max Horz2=-63(load case 3) Max Uplif12=9(load case 5), 26=20(load case 5) Max Grav2=1206(load case 1), 26=1051(load case 1), 18=103(load case 2), 19=326(load case 7), 20=52(load case 2), 21=316(load case 1), 22=49(load case 2), 23=254(load case 7), 24=84(load case 2), 25=463(load case 7), 16=543(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0146.2-3=2047/0.3-4=-1683/0,4-5=-1565/17. 5-6=-655/13, 6-7=591/37,7-8=598/38,8-9=-477/36,9-10=613/38. 10-11=703/14, 11-12=-601/0, 12-13=-520/0, 13-14=-636/0, 14-15=-627/0, 15-16=-642/0, 16-17=0/45 BOT CHORD 2-30=0/1758, 29-30=0/1758, 28-29=0/1941, 27-28=0/1941, 26-27=0/1941, 25-26=0/502, 24-25=0/502, 23-24=0/502, 22-23=0/502, 21-22=0/502, 20-21=0/502, 19-20=0/502, 18-19=0/502, 16-18=0/502 WEBS 5-42=1032/42, 42-45=-1065/43, 31-45=1215/40, 31-33=-1564/44, 33-39=1582/39, 26-39=1669/36, 3-30=10/189, 5-29=21/566, 27-31=16/175,3-29=345/21, 29-31=565/0,9-33=-39/0,15-19=321/1,14-21=299/8.12-23=24218. 11-25=579/3, 10-39=229!7, 6-42=-82/4, 745=-334/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has ESS/��� been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, OQ�DF p1NQ� 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, dimensions 45 ft by 36 It with exposure B ASCE 7-93 UBC97/ANSI95 of 40� F� per If end verticals or cantilevers exist, they are exposed to wind. porches exist, they If 'P C are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable C 17180 Z m End Detail" 4) All plates are 1.5x4 MT20 unless otherwise indicated. IX 5) Gable studs spaced at 1-4-0 oc. * EXP. 06/30/07 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) In the LOAD CASE(S) section, loads applied SJ CIVIL �Q to the face of the truss are noted as front (F) or back (B). Continued on page 2 9T FOFCAU_ December 27,2005 _ ® WARNING - Ver f11J design parameters and READ NOTES ON TRIS AND INCLUDED AUTEE REFERENCE PAGE MU -7473 BEFORE USE. Design valid for use only with MTek connector. This design is based on u Applicability of design g h pan parameter and is for an individual building component. H 9 nler and incorporation 7777 Greenback Lane Suite 109 proper y of building of building designer - not truss designer. Bracing shown of component is bracing nclMdu - is for lateral supporl of individual web members only. Additional temporary bracing th insure stability during construction is there to insure ly of the erector. Additional permanent bracing of the overall structure is the Citrus Heights, CA, 95610�1•y responsibirily, of the building designer. For general guidance regarding regarding fabrication, quality control. storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria. DSB-89 and BCSII Building Component .Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. M ITek0 o russ Truss ype y y 100 WHOU1222 83 MOD. QUEEN 1 1 R19502651 Job Reference o Gonal Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434 6.200 5 Jul 19 2005 MTek Intlustries, Inc. Thu Dec 22 16:07:29 2005 Page 2 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 2-16=14, 1-5=52, 16-17=-52 Trapezoidal Loads (plf) Vert 5=77(F=25) -to -8=168(F=116), 8=168(1`=116) -to -16=78(F=-26) U ® WARNING • 7erjJy design p¢1 211123 rameters and READ NOTES ON THIS AND INCLUDED MI7Is 11112kiii 1551:311 IS 'EK REFERENCE PAGE HU -7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with Welt connectors. This design's based only upon parameters shown, and is for an individual buildingcomponent. Suite 109 ��® Applicability of design paromenters and proper incorporation of component is res n Pong shown Cibus Heights, CA, 95610 S is for lateral supportPo g to insure of building designer - not truss designer. Bracing shown r. of individual web members only. Additional the bracing to insure stability during construction is the responsibillityng of the erector. Additional permanent bracing of the only structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage. defivery, erection and bracing, consult ANSI/TPH Quality Criteria. DSB-89 and BCSII Building Component Safety Inlormaflon available from Truss Plate Institute. 583 D'Onohio Drive. Madison. WI 53719. MOW OW Job fuss cuss ype Lily Illy 00 MHOU1222 c1FINK 2 R19502652 1 Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434 Job Reference o tional 6.200s Jut 1300 25 MiTek Industries, Inc. Thu Dec 22 16:07:30 2005 Page 1 -2-0-0 1 5-10-12 11-3-0 1174 22.6.0 246-0 2-0-0 5.10-12 5-4-4 • 5-4-4 5-10-12 2-0-0 4x4 = . Scale = 1:43.5 4 • uxv — 3x4 = 3x4 = 7-8-2 149.14 22-6-0 7-8-2 7.1-11 7 -tit LOADING (psf) TCLL 16.0 SPACING 2-0-0 Plates Increase CSI DEFL r in (loc) I/def] Ud PLATES GRIP TCDL 10.0 1.25 Lumber Increase 1.25 TC 0.24 BC 0.44 Vert(LL) -0.08 8-10 >999 240 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.15 Vert(TL) Horz(TL) -0.16 0.03 8-10 6 >999 180 BCDL 7.0 Code UBC97/ANSI95 (Simplified) n/a n/a Weight: 97 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF NO.1&Bir G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=844/0-3-8,6=844/0-3-8 Max Horz2=-36(load case 3) Max Uplif12=24(load case 5), 6=24(load case 5) BRACING TOP CHORD Sheathed or 5-11-11 OC purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=1155/0, 3-4=1001/46, 4-5=1001/46, 5-6=1155/0, 6-7=0/23 BOT CHORD 2-10=0/1025, 9-10=0/703, 8-9=0/703, 6-8=0/1025 WEBS 3-10=244/12, 4-10=33/380, 4-8=33/380, 5-8=244/12 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ® WARNING - 9er(fy design parameters and READ NOTES ON THIS AND INCLUDED WTEE REFERENCE PAGE MU 7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilfity of the fabbrriicoart Additional uality c ntrol. storage. ge. dnt elivery. erectof the a onl and brae is the responsibility srbA S RPI1 Quality Criteria DSB 8er. Far 9 and BCSII Building Component Safety information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. '``-C17180 zr * EXP. 06/30/07 OCIVI� ATF CAIIFO � December 27,2005 7777 Greenback Lane Suite 109 NEW Citrus Heghts, CA, 95610 C� AV"a MOW a cuss cuss ype ry y 00 VHOU1222 D1 KINGPOST 1 1 819502657 Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434 Job Reference o tional 6.200 s Jul 13 2005 MTek Industries, Inc. Thu Dec 22 16:07:30 2005 Page 1 3-6-0 2 4x4 = 3-6-0 Lx4 — LOADING (psf) SPACING 2-0-0 TCLL 16.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 7.0 Code UBC97/ANSI95 LUMBER TOP CHORD 2 X 4 DF No.1&BtrG BOT CHORD 2 X 4 OF No.1 &Btr G WEBS 2 X 4 OF Std G REACTIONS (Ib/size) 1=221/0-3-8.3=221/0-3-8 Max Horz1=10(load case 4) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=235/0, 2-3=235/0 BOT CHORD 1-4=0/208.3-4=0/208 WEBS 2-4=8/114 2X4 = k CSI DEFL in (loc) I/def! Ud PLATES GRIP TC 0.08 Vert(LL) -0.00 1-4 >999 240 MT20 220/195 BC 0.09 Vert(TL) -0.00 1-4 >999 180 WB 0.05 Horz(TL) 0.00 3 n/a n/a (Simplified) Weight: 22 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy Category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure 8 ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q?,pF ESS/0 CL C. AA/On Scale = 1:15.6 Q " C 17 18 0 z * EXP. 06/30/07 gTFOF CALkF December 27,2005 ® WARMNG - V—ft design parameters and READ NOTES ON TRIS AND INCLUDED WTER REFERENCE PAGE MU•7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with Weir connectors. This design is based on u Suite 109 � Applicobility, of design paromenters and g N eon parameters shown. building for on individual building component. M is for lateral supportproper incorporation al component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 of individual web members only. Additional the res ory bracing to insure stability during construction is there regarding of the erector. Additional perontrgnenr bracing of the overall structure is the responsibility of the building designer. For general guidance regardin fabrication. quolitInformation control storage, delivery. erection and tracing, consul) ANSI/TPII Quality Criteria. DSB-89 and BCSfI Building Component —•Safely Inlormatlon avaibble from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. MOW 0 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. \ SCD 6 or 0!;-. ) Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. d 6T , -1 -10 . ( O(1 V v i ZONING F� _ *� /'1 !�� OWNER „� � Ek'!,� lad �{- � � L E � .- PHONE NO: OWNER'S ADDRESS )-10bA Ric bri.Jt ScZCY-a.wt" Cq IS$Z-1 LOCATION OF BUILDING 5 (0e.0 ,,p0 RO SP O O enc. USE OF BUILDING SIZE OF STRUCTURE SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME ---X— STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVE ING' FLOOR TYPE Co C ire> Q ESTIMATED COST OF CONSTRUCTION $ 36,000 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: _ ' n7 v _ '�U� im�N✓Y1U✓►'1 FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date "" Signature of Owner er:itee:- 109. The above described AG Building is exempt from ab uilding permit. '/ � 5-06 FLOOD PAR P.o. ROOFING ISS Receipt -No. �lJ� ham/ Manager uildin Division BDate White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant r x0 Ex. # Date of Receipt Date Accepted Date Expires FOR ADMIN. USE ONLY LESS THAN 3 ACRE CONVERSION EXEMPTION STATE OF CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION NOTICE OF TIMBER OPERATIONS THAT ARE EXEMPT FROM CONVERSION AND TIMBER HARVESTING PLAN REQUIREMENTS RM -73(1104.1 a) (9199) VALID FOR ONE YEAR FROM DATE OF RECEIPT BY CDF TIMBER OPERATIONS CANNOT START UNTIL VALID COPY OF A NOTICE OF ACCEPTANCE IS RECEIVED FROM CDF The Director of the Department of Forestry and Fire Protection is hereby notified of timber operations under the re-quirements of 14. CCR 1104.1(a). Harvesting of trees which is a single conversion to a non -timber growing use of timberland of less than three acres. (See 14 CCR 1104.1(a) for a description of the conditions on the conduct of this type of timber operation, and additional information that is required to be submitted.) Complete Items 1. through 8. on both pages of this notice. 1. TIMBER OWNER(S) OF RECORD: Name g SIA at" IF bJ(Zpit k s a s Addresss6 S tA$ M . Mb ;k P. City n Nc9 y b LL�_ State Zip 'Q 5 C Phone SIGNATUREm� �i�.. �i . ,"` Date ` ' • �°' TIMBER TAX EXEMPTION: Timber owners owe timber yield tax wO they harvest trees unless the harvest is exempt (Revenue and Taxation Code sec. 38116) _Some small or low value harvests may be exempt from timber yield tax: Timber removed from an operation whose value does not exceed $3,000 within a quarter, according to BOE Harvest Value Schedules, Rule 1024; If you believe your harvest may qualify for this exemption, please complete items A and B below. For timber yield tax information or for further assistance with these questions call the state Board of Equalization, 1-800.400-7115, or write: Timber Tax Section, MIC: 60, State Board of Equalization, P.O. Box 942879, Sacramento, California 94279-0060; or contact the BOE Web Page on the Internet at hftp://www.boe.ca.gov. A. Circle the option that most ' tes the total volume for this harvest, in thousands of board feet (mbf - Net Scribner short log): ' Under 8 mbf 8-15 mbf 16-25 mbf Over 25 mbf B. Estimate what percentage of timber to be removed 424 this harvest will be: Redwood.-%; Ponderosa pine/Sugar %; Douglas -fir %; Fir %; Port -Orford Cedar %; Cedar (IC, WRC) %; Other, conifer %; Other hardwood % 2. TIMBERLAND OWNER(S) OF RECORD: Name DAIal I- Low EEL C. P, Address PO X0-7571 City State 6A Zip 9/ 536 0 Phone 6 -2S 1 certify, under penalty of perjury, that this is a one-tim onversion to a non -timberland use, that there is a "bona fide intent" [14 CCR 1100 (b)] to convert to Lf c Bei E, S a +I — and that I have mailed a letter of notice of intent to harvest timber, prepared by the Registered Professional Forester, to all adjacent landowners within 300 feet of the boundaries of the exemption. SIGNATURE Date 7— � - 0 4I The TIMBERLAND OWNER is responsible, at his or her own expense, for locating the property lines and comers. It is understood that the RPF may locate the converstion boundary along the approximate or actual property line as determined by the TIMBERLAND OWNER or previous surveyor. It is further understood that the RPF is not a licensed surveyor and that conversion boundary (ies) are not considered true property lines. Any error in the property line, property comer location or conversion boundary (ies) along property lines is the TIMBERLAND OWNERS sole responsibility. The TIMBERLAND OWNER shall defend, indemnify, and hold harmless the RPF, its elected and appointed councils, boards, commissions, officers, agents, and employees from any liability for damage or claims for damage for any economic loss or personal injury, including death, as well as for property damage, which may arise from property line location. The RPF shall not be held responsible or liable in any way for trespass or other related matters. 3. LICENSED TIMBER OPERATOR(S): Name a 1eeJg® Ei v, lQP_@r_tjir 1-7mlretp srntic. No.� Address.5 MT . i tYA R b., S3D City State (2* ip q SQ 1 L Phone 10 SIGNATURE Date a S_ aO?2 4. Designate the legal land description of the location of timberIS4 conversion..A map showing the location of the timberland conversion MUST be attached. The map must show the ownership boundaries, the location of the timber operation, boundaries of the conversion, location and classification of all watercourses, and landing locations. Section Township Range Base & Meridian County Acreage to be Converted Assessors Parcel Number tot,Z),m - X...CA .sas-I�1 5. The following are limitations or requirements for timber operations conducted under a Less Than Three Acre Conversion Exemption (Notice, Notice of Conversion Exemption, Conversion Exemption): A. Timber operations shall comply with all other applicable provisions of the Forest Practice Act and regulations, county general plans, zoning ordinances, and any implementing ordinances; copies of the state rules and regulations may be found on CDF's Web Page on the Internet at http://www.fire.ca.gov. B. All timber operations shall be complete within one year from the date of acceptance by the Director. C. All conversion activities shall be complete within two years from the date of acceptance by the Director unless under permit by local jurisdiction. Failure to complete the conversion requires compliance with stocking standards and stocking report requirements of the Act and board regulations. D. The timber operator shall remove or dispose of all slash or woody debris in accordance. with 14 CCR 1104.1 (a) (2) (D). The timberland owner may assume responsibility for the slash treatment, provided the landowner acknowledges in writing to the Director such responsibility at the time of submission of this notice. The specific, requirements shall be included with the acknowledgement. E. Timber operations shall not be conducted during the winter period unless a winter operation plan or in lieu practices required by Forest Practice regulations are specified within (attached to) this Notice. F. No timber operations are allowed within a Watercourse and Lake Protection Zone unless specifically approved by local permit (e.g. county, city). G. No timber operations shall be conducted until the Director's notice of acceptance is received and a valid copy of this Notice and theDirector's acceptance shall be kept on site during timber operations. H. No sites of rare, threatened or endangered plants or animals or species of special concern shall be disturbed, threatened, or damaged. I. No timber operations are,allowed on significant historical or archeological sites. J. Within one month of the completion of timber operations, including slash disposal, the timberland owner shall submit a Work Completion Report to the Director. I, ftf*_ Mi C_K0 ens —,declare as the authorized designee of the County Board of Supervisors that this conversion exemption is in conformance with all county regulatory requirements, including public notice. ( If the cou has authorized a desi nee is item MUST be completed. If it has not, see item 7.) /f NATURE Date 5 7. Registered Professional Forester preparing Notice: Name Brian Wayland Number 2396 Address City Quincy State CA Zip 95971 Phone _(530) 283-1921 I certify that 1, or my supervised designee: prepared this Notice of Conversion Exemption Timber Operations; visited the site and flagged the boundaries of the conversion exemption, applicable XPZ's and equipment limitation zones; prepared a notice according to 14 CCR 1104.1(a)(3) to be mailed by the landowner and that a copy of the notice was posted and dated on the ownership, visible to the public, at least 5 days prior to the postmark date of submission of the Notice of Conversion Exemption; and that if the County Board of Supervisors has not . designated a representative authorized to sign in Item 6., that I, or my supervised designee, contacted the county and the Notice is in conformance with county regulations. SIGNATURE of RPF 8. NOTICE SUBMITTER(S): Name DMO I EL- [.R, *EGL Ek Address PQ eiq, CityState. C* Zio 95Y4-0 Phone 91 E "N, 2~ U2_5' Submitter must be either 1, 2, or 3 above, and must sign. SIGNATURE CC` ,l c�.�.� (_1tJG _ Date %= S e-'� FILE THIS NOTICE WITH THE NEAREST CDF OFFICE BELOW FOR THE COUNTY IN WHICH THE OPERATION WILL OCCUR Humboldt, Del Norte, Mendocino, Sonoma, Marin, Lake, Napa, Colusa, Solano, Alameda, _> 135 Ridgway Avenue San Mateo, Santa Cruz, Santa Clara, Contra Costa, and western Trinity Counties. _> Santa Rosa, CA 95401_ Siskiyou, Modoc, Shasta, eastern Trinity, Lassen, Tehama, Glenn, Butte, Sutter, Plumas, _> 6105 Airport Road Yuba, Sierra, Nevada, and Placer Counties. _> Redding, CA 96002 EI Dorado, Amador, Alpine, Calaveras, Tuolumne, Mariposa, Merced, Madera, Fresno, Tulare, _> 1234 East Shaw Avenue Kern, Stanislaus, San Benito, Monterey, King, San Joaquin and Sacramento Counties. _> Fresno, CA 93710 Ventura, Los Angeles, San Bernadino, Orange, Riverside, Inyo, Mono, San Diego and => 2524 Mulberry Street Imperial Counties. _> Riverside, CA 92501 S. 2 of SEC. 7, T. 2/N., R 5E. M. D.B. £ M. \I 58-74 I 58-77 C. %4 Co,._, �w.7e cor. SEve" E,��%// PAG75 , c 2.5 AC. Je �2.5AC. L�LI T.5 AC. hNl 25 AC. n �I I ;/q�� ' SEEN � ❑ \�\� 74.44 AC. `„%�hl Z� . u / 1 I1\I ` 300 i I X20 �\ a q10 n� 1317.06 >\\\ , 790.71 300.56 •f6 I7 ' 7 LB4f a 5/ 2.B7AC u h �q/ AC. : \ - / /.C. 4206A0 1 '4.AAC 92 1 e C. 6 Ce/ 64.a e l0.3 AC. /0.69 AC /�i �� _ 9OAC. � A 400 a72 0 50d19 i^ II@/06646 1 750 N 1 ®20.45AC qg .06ACry .. . ZSAC /I OSP/ee 7eiene.a /0.1211C. /0./2AC n \\ 7f�• J C '. © < /�� Z.45AC : 128'3 �\ r\ ` RS 33.58—AC 776.01 !l7.7/ 1504 —:5. 74 Cor. . 58-70 NOTE: Those pwwto om /or ascommentpwpaew -*, end —y not oonsUA& lege! perosis. I" a 40C Assessor's Map No. 58-77 County of Butte, Calif. MAY 151990 ;, J SITE PLAN REVIEW APPLICATION , Date: �' i 2 �o ,5 AP# 7 70 O O Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: O . 13 ooc 60 75- V S'a4c nowt za, Telephone No.: 76 Z g Situs Address: w S -o I2A-Alctt- seom-o . Proposed Use: Zone: F9' ZO Residential GP: ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ' ❑ Temporary Mobile Home (Aunt Minnie) ❑ 'Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑,Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ® Septic Well ' ❑ Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Other: Brief Explanation/Issue: ('A56¢-7z�Y4 0'a67D DEVELOPMENT SERVICES INFORMATION (For Staff Use) man Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved By Date 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: • Flood Zone: X • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: F ,ll - 2 v General Plan: )w Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 14 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front ZD , Side 7,5 - Side Street Side Rear Sb Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 14 Parcel Created By Deeds: Date of Creation: �Lkr4 (o (-((,6 Legal. Access Provided: ❑ No a Yes Deed of Reference: t4ors - a &I Legal Access Required ❑ No J§ Yes Parcel Frontage on Publicly Maintained Road: 0 No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No IN Yes Comments: 6� - �? e 10 Parcel Deemed to be legal Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements [� Subdivision Map/Parcel Map: Map Date of Recording: Lot: a :.. 0 3 Page: r ME Recorded at the request of Return to ............ ............. _............... .......... roAk9...�!7'L...4.............. ............ Sunnvn� g Cali' . .....�..i...........-r.................. A............................ _16821 BLWWW AT TME RK?1/E.ST CM M Vol OFFICIAL RECORDS OF BUTTE COUNTY, CALIFORNIA SES C R�.- BDCK1408 Oarc rARM brant 3®eeb (Individual kW For value received JAMES WN. LENHOFF, a married man, as his sepa* rate property GRANT ........ to LAURENCE G. QUAN, a single man all that real property situate in the County of BUTTE State of California, descrilx-d as follmes: The East half of the North half of the Rest half of the Southeast quarter of Section 7, Township 21 North, Runge 5 Rut, M.D.B. 6 M. looming therefrom a right of way for road purposes over the Westerly 30 feet thereof. Together with a right of Way'for roa't'���,�#eiforer'tbe Southerly 60 feet of 46e West . half of the North half'6t*%hWZWt b%lf by t1j,.Soutbesst quarter of said Section T. Also togetber with a right of way for road and public utility purposes over the North 60.00 feet of the West, half of the Rest half of Section 7, Township 21 North, Range S East, M.D.B. 6 M: lying Westerly of the centerline.of Big Bend Road. Also together with a right of way for road and public utility purposes over a strip 11 of land 60.00 feet in width Iying.30.00 feet on each side of the following described centerlinet Beginning at a point that bears South 890 00' 40" West a distance of 369.52 feet from the North quarter corner of Section 7, Township 21 North, Range 5 j East, M.D.B. 6 M.; thence from sr!d point of beginning South 240 19' 57" Nest for a distance of 34.59 feed thence South 120 41' 27" West for a distance of 254.91 feet; thence South 630 45. 33" East for a distance of 280.02 feet; thence South 440 53' 53" East for a distance of 157.21 feet; thence South 140 34' 33" East for a' distance of 414.03 feet; thence South 100 48. 57" West for a distance of 119.01 feetl thence South 130 04' 13" East for a distance of 322.13 feet; thence South 790 27 07" I° Nest for a distance of 168.94 feetl thence South 20 01' 33" East for a distance of 243.91 feet; thence South 690 26' 43" East for a distance of 195.79 feet; thence `I South 280 15' 13" East for a distance of 309.57 feat; thence South 70 31' 36" West for a distance of 242.09 feet; thence South 640 53' 03" East for a distance of j 229.75 feet; thence South 290 40' 43" East for a distance of 187.33 feet; thence South 30 26' 17" Nest for a distance of 132.26 feet; thence South 370 42' 27" Nest is tic;. for a distance of 280.66 feetl thence South 240 04' 03" East for a distance of 52.28 feet to a point that is located South 70 09' 11" East for a distance of 2893.85 feet from the North one-quarter corner of said Section 7; thence North 630 28' 57" East for a distance of 405.72 feet; thence South 340 50' 53" East for a distance of 46.70 feet; thence South 330 55' 37" West for a distance of 167.28 feetl thence South 40 37' O7" Nest for a distance of 210.55 feet; thence South 10 02' 27" West for a distance of 227.93 feet; thence South 240 26' 23" East for a distance of 221.19 feetl thence South 550 22' 03" East for a distance of 198.13 feetl thence South 100 58' 43" East for a distance of 148.11 feet; thence South 240 21' 43" East for a distance of 492.16 feet; thence South 120 35' 27" Nest for a distance of 272.86 feet; thence South 40 33' 05" East for a distance of 400.36 feed thence South 830 20' 03" East ! for a distance of 255.05 feetl thence South 500 54' 43" East for a distance of 44.12 feet to a point in the Easterly line of the Nest half of the East half of said Section 7 .__. located North 00 28' 31" West a distance of 303.10 feet from the Southeast corner of the . Nest half of the East half of said Section 7 said point being also the and -of the above described road centerline. ~Also together with a right of tray for road purposes over the West 60 feet of the South half of the East half of the Southeast quarter of said Section 7. , ;.t •. La r ,: i4;..:r.;,.. ',ftih'`'"4..,a-'.:r,;y .i'''nk "•L"• :q' .•�;:.+s"; , ...r-:: . �^<'' r r , Irt �{;��i'':%-G•. en•S.r �� 1�%�•� 4I• »... ;:. �.... .::y.. T "C . � . N �r .t. 1 h '•T',i•::;•sr,;.�, ^.;a:: . est t•h * ru t�. ti ti -4 r > r a� : - �. r T +S S,. l r +r �..,� .i r e.•.: 1t1 {�'�('t•�. r5,t rl5 �•<ethu < r '•t ;�+� �°^z„r-".r Uzi-�''st.0 Ar.!J s r 1 c-: ” iT:..`.,e.�FiN�{r � t r .i•r i r•y ' .. -,71' I ti r 4 �` • ' Also �togsthrr`• w1t1�a ririglt . of. elq +tor ioid :. tie•,ntili ..� _. _. _ .. _.:._. _._:.:..--.-- —•- -•-' dad ty purposes over tie North...1, 3 60.00 feet of. the Bast 383.0 to of the result of Section T. hsxsiip 21 North ALSO 70GRIM Witi'a TIM of way. for road and public atilit -� ~ -�. '�- Pu y purposes over 1 uric'': of lead 60.00 feet is a- d lying 30.00 toot on each side -Of the following described' eenternote 09101619 at the North' one-quarter corner of sold Section 7 end thong -along the Northerly line thereof Nor&+ 890 041 30" Bast for a distance of 878.77 10011 . �:• '.thence South 650 161 40" test for a distance of 239.6T. -foot to a point in the can l"0 of the.Dlw,pssd_toad asd the true int of PO begl0nln9 for the road osnterilne hetyLI descr>toedt t�nBi row seizd true point of s .1102109, South 490 501 59" Bast for a ,. dltones of 260.36 feett thence South 300 11 Bast for a distance of 83.80 feet, thence South 400 231 30" Bast fora distance of 7.01 feet to a polo& 1ooeted i0 the Sasterly line of the west half of the Bast belt of sold Section Tt thence South 600 320 261 231 30" 00"tZest�T202t31tfeet=e0thencetSouth 6 /351 20"sWest8456.91efeet,hetheOGo South 480 281 30" Bast 216.57 feet= thence South 270 291 30" Bast 213.59 feet= thence South 390 181 30" Bast 136.06 feet, thence North 800 181 00" Bast 50 teeth thlpga_S�g�t� to a point at the Northwest career et the Bast half of :ho North belt of the East'gaif Of the Southeast Quarter of said Section 7 and the end of said waterline. LMM T06BTtNaR with •s right of way for road and utility purposes ever •strip of led 30 feet In width 17109 wsstsrly of and adjacent to Us.yestwlf line of the poen dssarihad prspsrty... ' Also together with a right of way for road and public atility purposes over a strip �of land 60.00 feet is width lying 30.00 feet an each tido of the following described .: csnterlinat J 14-3s9in0io9 at a point that is located South 890 001 40" west a distanco•ot '369.52 foot. from the South quarter corner of beatioo 6. Township 21 Nort►/ taago 5 Bast, 6 M., thence frois said point of beginninQ, North -240 19. 57" East a distaaca of 20.0 teat, thence North 230 21. 00" East a distance of 263.70 -toot to a Point--': ;.In the eeaterliae of the 1319.5"d toad and the sad of said eastarliaoe . Reserving therefrom a right of way over a strip of load 10 fast In width for *the esistiag pipe 1100 erossia9 the East halt and the East halt of the.west half of said Seotioa 7.'sold right of way Ks for'the bsuetit'of and appon4mast to the west halt of the wast halt Of said Section 7 nod th .Reit halt of the Northeast quarter of Section 120 and shall iNUOtbFibe ft 'Of sand stay be aced by all•persoas who aiay; hereafter hseawa tM' awas>t�a gist "said ' 01111 pnpert7 or a7 porta or poem thereof. December ... 9! ............ ......... 19... 65 ............ .. ...........................................................rte........................... 21 :........................... STATIC OF CALIFORNIA Butte on t�INArx ? °arl bor Grimm BARBARA M. GRIMM a Notary PrDtb, in and for JwN S WN, pereonaltY appeared .._ _.__..»_».._ _. Notary 7by • t cNtcrnl. _..__ County of Butte ............. yes,:...lenho:S.............. _._... .......................................... ...... ..................._._..hrmmt to one to be the pond" .... .dhocc "...._JA ...... ftwe' "d to the wtthtn tnctrrmeak and odmoatcdped to me that ....he,•,• escorted the ul r MY co+nmYator esyfra..J.___.3 ..._....J_..»..J ./-.. .NotaryPKW/cY._:(3� .. r.� ImeC� MAIL TAX STATEMENTS TO: 1.,Jur`ncc 1;. ur:n rapt d1i, a lwv• ^ C-' 1r Add— IN. Cal. Form No. 6/J ec 36 T22N RCjI _ \Sec 31 T22N R05E I, Sec 32 Sec 1N 0 Sec 5 Sec 9 x(21 N 8 T11 N R05E 16,121 N R05E 13 T21 N R04E . Sec 18 T21 N R05E 11 1 1 1 1 Sec 17 T N LAND DEVELOPMENT BUILDING / ENVIRONMENTAL'HEALTH - PERMIT CLEARANCE Building Permit No. OWNERS I ^ >A.P. 1 NAME: ) b to-e—NUMBER: PRINT LA T NAME FIRST COUNTY ZONING Z FLOOD ZONE: FLOOD MAP: rL S DESIGNATION: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS ✓ OR MAP &2-38-09 DEED INFORMATION: DATE OF CREATION: q ✓�� ` DEED REFERENCE: Z 9 LEGAL ACCESS PROVIDED: YES r NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO _ COMMENTS/CONDITIONS: 120 `�I SLS C2�A-Tt�n! Veit V���F� LI- .L e G� .4 -[CESS MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THEBU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA: Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) Butte County Department of Development Services PAUL MCINTOSH, INTERIM DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING September 28, 2005 Daniel Wheeler P.O. Box 60754 Sacramento, CA 95860 Subject: Environmental Health Permit Dear Mr. Wheeler, The Butte County Department of Development Services, submitted permit application, and requires the follow information in order to continue the review: & Well Ening Division, has reviewed the revisions to you site plan, or ® Creation Deed ❑ Site/Plan Resubmit — Follow Requirements ❑ Erosion Control Plan ❑ Se ack Conformance ❑ Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ❑ Side Yard ❑ Subdivision Map Note ❑ Rear Yard ❑ Off -Street Parking; Development Standards Special Setback or Parcel Limitation ❑ Parking for Specified Use ❑Federal Aid Road/Arterial ❑ Lot & Landscaping Requirements ❑ Easement ❑ Oak Tree Plan ❑ Subdivision Map Condition/Note ❑ SRA Setback* ❑ Agricultural Buffer ❑ Fire Sprinklers* ❑North Chico Specific Plan — Erosion Control ❑ Other: * Fire sprinklers, and the SRA setback ar& not requirements for the Planning Division approval, and this notification is for informational purposes. / The requested information, or not' ication, is described on the included hand-outs. You will also be given some brief direction, on the following page, of how the information should be submitted or returned to the ounty. Should you have further questions please contact me between the hours of 8:00 a. and 4:00 p.m. Monday through Friday at (530) 538-7601. Sincerely,10 i Lana Adler Assistant Planner CC: Environmental Health, Oroville I z r 0 ?o DAN d JUDY CJHEELF-P- AX 41 SO Plc 02AVC.fl eO 0120UILLe, CA. fL DAN d JUDY CJHEELF-P- AX 41 SO Plc 02AVC.fl eO 0120UILLe, CA. WARNING ! BC■1SI-31 SUMMARY SHEET - GUII�DE FOR HANDLING, I�NSTALLI�NG AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI 1-03 Guide [o Good Practice for Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the 80 B3 Summate Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estan marcados de ning6n modo que idendfique la frecuencia o IDcalizad6n de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalaci6n y arriostre temporal de los trusses. Vea el folleto BCSI 1-03 Gula de Buena Pradira nary el Manejo. Instalaci6n y Arriostre de los TrussesMadera Connectados con Piacas de Metalpara para mayorde informacibn. Los dibujos de disefio de IDs trusses pueden especificar las localizations de los arriostres permanentes en los miembros individuales en compresi6n. Vea la hoja res6men miembros secundarios (webs) para mayor informati6n. EI recto de arriostres permanentes son la responsabilidad del Disehador del Edificio. ® The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalact6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear © gloves when handling and safety glasses when (®mo cutting banding. Empaques y placas de metal tienen bordes m afilados. Use guantes y lentes protectores cuando torte los empaques. HANDLING - MANEJO Allow no more No permi[a mas Qt Use special care in than 3" of defiec- de 3 pulgadas de windy weather or tion for every 10' pandeo por cada 10 near power lines of span. pies de tramo. and airports. 10• A 10, (I' ax. r a I 10• QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK Z' WQ� RAI 1-7f Bundles stored on the ground for one r lJ week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por Una semana o m6s deben ser elevados con bloques a cada 8 o 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilacl6n. Utilice cuidado especial en dias ventosoe o cerca de cables eldctricos o de aeropuertos. Spreader bar for truss bundles 1-7( Check banding Revise los empaques IJ prior to moving antes de mover los bundles. paquetes de trusses. QAvoid lateral bending. — Evite la Flexi6n lateral. , Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO 1-7f Trusses 20' or _ . ; %`; ; Trusses 30' or LI less, support less, supportat at peak. ? j quarter points.r Levante Levante de del pito los los cuartos trusses de 20 de tramp los 11. pies o menos. trusses de 30 Trusses up to 20' -10. pies o menos.Trusses up to 30' -10.Trusses hasta 20 pies -*Trusses hasta 30 pies HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss Is fastened to the bearing points. Sostenga sada truss en posic16n con la gr6a hasta que el arriostre temporal este; instalado y el truss asegurado en IDS soportes. Do not lift trusses over 30' by the peak. No levante del pito los trusses de mas de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 truss length Tagline s— TRUSSES UP TO 30' TRUSSES HASTA 30 PIES Toe -in �\ /� / Toe -,n I Spreader bar 1/2 to �I�l/`/-- 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Attach Locate Spreader bar fbc1 above or stimax. mid -height I �� ► Spreader bar 2/3 to �— 3/4 truss length —� Tagline TRUSSES UP TO ANDOVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE ® Refer to BCSI-B2 Summary Sheet - Truss Installa- a tion and Tempo Bracing for more information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses 4 Y Ardostre Temporal para mayor informacibn. 0 Do not walk on unbraced trusses. No camine en trusses sueltos. Top Chord Temporary Lateral QLocate ground braces for first truss directly Bracing (TCTLB) in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada Una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well ♦— before erection of additional trusses. min. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Q Este mdtodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCrLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'*4' o.c. max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de mas de 60 pies. C✓1 See BCSI-82 for TCTLB options. Vea el BCSI-82 para las opciones de TCTLB. \ BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 Refer to SCSI -87 ® Maximum lateral brace spacing Summary Sheet 1-1/8° 18.8' 10' o.c. for 3x2 chords - Temporary and 15 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing 0' of every 15 truss for Parallel Chordspaces D/50 max I 1-1/2" 6' (30' max.) Trusses for more 2" z 8' information. CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Vea el res6men BCSI-B7 - Arriostre Maximum Stack Height rdiagonal for Materials on Trusses temporal v Permanente de Ttrusses esten colocados en forma apropiada y segue. de cuerdas bparalelas paramayor trl braces informacibn. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION 1-7( Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. IJ Max. Bow Max. Bow Max. Truss Length Bow Length -------- -- 3/4° 12.5' Max.. B. \\ Length —1111 ilLength ► 7/8° 14.6' 0 Refer to BCSI-B6 Summary Sheet - Gable End Frame Bracing. 1= /( Repeat diagonal braces. Vea el res6mk IJ SCSI -86 - ArriRepita los arriostres del truss termdiagonales. de un techo a aguas. 1-7f Set first five trusses with spacer pieces, then add diagonals. Repeat LJ process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members Diagonal braces every 30 truss 10'-15' max. spaces (20' max.) same spacing as bottom chord lateral bracing Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! Q Tolerances for 0/50 D (h.) V 16.7' Out-of-Plumb.1 I 1/4" 1' 1-1/8° 18.8' Tolerancias para ° I 1/2" 2' 1.1/4° 20.8' Fuera-de-Plomada. t n1-3/8° 3/4" 3' 22.9' o � Plumb ibob 1 4' 1-1/2" 25.0' 1 1-1/4" 5' 1-3/4° 29.2' D/50 max I 1-1/2" 6' 2° 233.3' 1-3/4° 7' 2" z 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasty que todos los arriostres Material Height (h) esten colocados en forma apropiada y segue. Gypsum Board 12" Do not exceed maximum stack heights. Refer to BCSI-64 Summary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el res6menBCSI-B4 Carga de Construcci6n para mayor informacibn. Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. Position loads over load bearing walls. Q Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES © Refer to BCSI-B5 Summary Sheet - Truss Damage. 3obsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Danos de trusser, Modificaciones en la Obra y Errores de InsUlaci6n Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de los trusses, a menos que estd especificamente permitido en el dibujo del diseno del truss. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabrlcante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the contractor and crane operator (If applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall conconstructiontechniques employed will put floor and roof trusses Into place SAFELY. These recommendations for handling, Installing and bracing wood busses are based upon the collective experience of leading technical personnel In the wood truss Industry, but must, due to the nature of responsibilities InvoNed, be presented only as a GUIDE for use by a qualified Building Designer or ErectioNinstallatlon contractor, It Is not intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the ErectioNlnstallation Contractor or otherwise) for handling, installing and bracing wood trusses and It does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arisingm �from the use, application, or reliance on the recommendations and Information contained herein. WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 608/274-4849 • www.wocdtruss.com 703/683.1010 • www.tpinstorg BIWARN11x17 20050501 iADVERTE N C*�IA! HO]A RESUMEN DE LA GUTA DE BUENA PRAC"TICA PARA EL MANEJO, INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA CONEGTADOS CON PLACAS DE METrAL L Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 6" Clay Tile 3-4 tiles high QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. Position loads over load bearing walls. Q Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES © Refer to BCSI-B5 Summary Sheet - Truss Damage. 3obsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Danos de trusser, Modificaciones en la Obra y Errores de InsUlaci6n Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de los trusses, a menos que estd especificamente permitido en el dibujo del diseno del truss. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabrlcante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the contractor and crane operator (If applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall conconstructiontechniques employed will put floor and roof trusses Into place SAFELY. These recommendations for handling, Installing and bracing wood busses are based upon the collective experience of leading technical personnel In the wood truss Industry, but must, due to the nature of responsibilities InvoNed, be presented only as a GUIDE for use by a qualified Building Designer or ErectioNinstallatlon contractor, It Is not intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the ErectioNlnstallation Contractor or otherwise) for handling, installing and bracing wood trusses and It does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arisingm �from the use, application, or reliance on the recommendations and Information contained herein. WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 608/274-4849 • www.wocdtruss.com 703/683.1010 • www.tpinstorg BIWARN11x17 20050501 iADVERTE N C*�IA! HO]A RESUMEN DE LA GUTA DE BUENA PRAC"TICA PARA EL MANEJO, INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA CONEGTADOS CON PLACAS DE METrAL L 0 • GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCSI-B3 Summary Sheet -Web Member Permanent Bracing/Web Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. 0091 131 SUMMARY SHEET - GUIIIDE FOR HANDLING, I�NSTALLIiNG AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES NOTAS GENERALES Los trusses no estan marcados de ning6n modo que identifique la frecuencia o localizaci6n de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalad6n y arriostre temporal de los trusses. Vea el folleto BCS I 1-03 Guia de Buena Practice pat el ManPao. Instalaci6n y Ardost de los T asses de Madera Con nectados con Placas de Metaloara para mayor informad6n. Los dibujos de diseno de los trusses pueden especificar las localizaciones de los arriostres permanentes en los miembros individuales en compresi6n. Vea la hoja restimen B SS I -B3 para los arriostres permanentes y refuerzos de los miembros secundados (webs) para mayor informad6n. EI resto de arriostres permanentes son la responsabilidad del Disefiador del Edificio. QThe consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalact6n y arriostre inadecuados, puede ser la caida de la estructura o aun peor, muertos o heridos. Banding and truss plates have sharp edges. Wear Qr loves when handling and safety glasses when oy® cutting banding. Empaques y places de metal tienen bordes afilados. Use guantes y lentes protectores cuando Corte los empaques. HANDLING - MANEJO Allow no more No permita mas Q Use special care in than 3" of defiec- de 3 pulgadas de windy weather or tion for every 10' pandec, par cada 10 near power lines of span. pies de tramo. and airports. 10, 10, 8'mea. 1 10• I 10.10 f ]j Pick up vertical Levante de la cuerda �I •• �I bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK D , M'. QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra par una semana o mas deben ser elevados con bloques a cada 8 0 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amlento par mayor tlempo, cubra IDs paquetes para prevenir aumento de humedad pero permita ventllacl6n. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Avoid lateral bending. — Evite la fiexi6n lateral. GDo not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or % ; ; - _ 1-7f Trusses 30' or less, support LI less, support at at peak.�� i quarter points.f Levante Levante de del pica los los cuartos trusses de 20H11 de tramo los pies o menos. T rl I trusses de 30 E Trusses up to 20' -o. pies o menos.Trusses up to 30' i Trusses hasta 20 pies �russes hasta 30 pies HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posici6n con la gr6a hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de mas de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less t. Approx. 1/2 �_ TR—>� truss length Tagline USSES UP TO 30' TRUSSES HASTA 30 PIES Toe-_ in .\ /Toe -in Spreader bar 1/2 to j!— 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar Attach o. above or stiffback 10' maxxc. mid -height I.., Spreader bar 2/3 to 3/4 truss length Tagline TRUSSES UP TO ANDOVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE 0 Refer to BCSI-B2 Summary Sheet - Truss Installa- a Refer and Temoora[y Bracing for more information. Vea el resumen BCSI-B2 - Instalacl6n de Trusses y Arrtostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No camine en trusses sueltos. Top Chord Temporary Lateral QLocate ground braces for first truss directly Bracing (TCTLB) In line with all rows of top chord temporary lateral bracing, r Coloque IDs arriostres de tierra para el primer truss directamente en linea can cada una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well before erection of additional trusses. ZZ nin. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este m6todo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Spreader bar for Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' truss bundles Hasta 30 pies 10 pies m6ximo 30' to 45' B' o.c. max. 30 a 45 pies QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. Avoid lateral bending. — Evite la fiexi6n lateral. GDo not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or % ; ; - _ 1-7f Trusses 30' or less, support LI less, support at at peak.�� i quarter points.f Levante Levante de del pica los los cuartos trusses de 20H11 de tramo los pies o menos. T rl I trusses de 30 E Trusses up to 20' -o. pies o menos.Trusses up to 30' i Trusses hasta 20 pies �russes hasta 30 pies HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posici6n con la gr6a hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de mas de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less t. Approx. 1/2 �_ TR—>� truss length Tagline USSES UP TO 30' TRUSSES HASTA 30 PIES Toe-_ in .\ /Toe -in Spreader bar 1/2 to j!— 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar Attach o. above or stiffback 10' maxxc. mid -height I.., Spreader bar 2/3 to 3/4 truss length Tagline TRUSSES UP TO ANDOVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE 0 Refer to BCSI-B2 Summary Sheet - Truss Installa- a Refer and Temoora[y Bracing for more information. Vea el resumen BCSI-B2 - Instalacl6n de Trusses y Arrtostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No camine en trusses sueltos. Top Chord Temporary Lateral QLocate ground braces for first truss directly Bracing (TCTLB) In line with all rows of top chord temporary lateral bracing, r Coloque IDs arriostres de tierra para el primer truss directamente en linea can cada una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well before erection of additional trusses. ZZ nin. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este m6todo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies m6ximo 30' to 45' B' o.c. max. 30 a 45 pies 8 pies m6ximo 45' to 60' V o.c. max. 45 a 60 pies 6 pies m6ximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies m6ximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de mas de 60 pies. Q See BCSI-B2 for TCTLB options. Vea el BCSI-B2 para las opciones de TCTLB. \ ® Refer to 13CSI-B6 Summary Sheet - Gable End Frame Bracing. 1 /f Repeat diagonal braces. Vea el resumen IJ BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aquas. I�f Set first five trusses with spacer pieces, then add diagonals. Repeat Ll process on groups of four trusses until all trusses are set. Instate los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasty que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. . 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal braces every 10 truss 10'-15' max. spaces (20' max.) same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 1-1/8° 18.8' 10' D.C. for 3x2 chords - Tempos and of 15, 15' D.C. for 4x2 chords Diagonal braces Permanent Bracino 10' every 15 truss for Parallel Chord 1-1/4" 5' spaces (30' max.) Tru ccec for more 12° 233.3' 1-3/4" 7' information. 2" 1 2:8' Vea el resumen BCSI-B7 - Arriostre . Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly In place. temporal v oermanente de The end diagonal trusses de cuerdas brace for cantilevered p;jralelas para mayor trusses must be placed Lateral braces informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Tolerances for Out -of -Plane. — Tolerancias pare Fuel -de -Plano. Max. Truss Length Bow - Mex. Bow Bow Length 3/4° 12.5' Max. Bow Length —► f — Length �' 7/8° 14.6' Q Tolerances for Tj D/50 D (ft.) 1 ° 16.7' Out -of -Plumb. T 1/4° 1, 1-1/8° 18.8' Tolerancias para ° 1/2" 2' 1-1/4° 20.8' Fuera-de-Plomada. n1.3/8° 229' o I Plumb 3/4° 3' Clay Tile bob V. 4' 1-1/4" 5' D/5o max 1-1/2" 6' 12° 233.3' 1-3/4" 7' 2" 1 2:8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION . Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly In place. for Materials on Trusses - No proceda con la construcci6n hasta que todos los arriostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCSI_B4 Summary Sheet - Construction Loading for more information. No exceda las m3ximas alturas recomendadas. Vea el resumen BCSI-B4 Carga de Construccidn para mayor informaci6n. MAI -nm Do not overload small groups or single trusses. No sobrecargue pequehos grupos o trusses individuales. Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bund Concrete Block 8" Clay Tile 3-4 tiles high QPlace loads over as many trusses as possible. Coloque las cargas sabre tantos trusses coma sea posible. QPosition loads over load bearing walls. Coloque las cargas sabre las paredes soportantes. ALTERATIONS — ALTERACIONES Q Refer to BCSI-B5 Summary Sheet - Truss Damage. 3obsite Modifications and Installation Errors. Vea el resumen BCSI-B5 Danos de trusses. Modificaciones en la Obra y Errores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construod6n o han sido alterados sin una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garanda del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall constructlon techniques employed will put flow and roof trusses into place SAFELY. These recommendations for handling, Installing and bracing wood trusses are based upon the collectWe experlence of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities Imelved, be presented only as a GUIDE for use by a qualified Building Designer or Erectionlinstallation Contractor It is not Intended that these recommendations be Interpreted as superior to any design speciflcatlon (provided by either an Architect, Erginee5 the Building Designer, the Erection/Installation Contractor or otherwise) for handling, installing and bracing wood trusses and It does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installadon Contractor. Thus, the Wood Truss Council of Arier ca and the Tnnss Plate institute expressly discialm any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. 0JL'q- WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane ° Madison, WI 53719 218 N. Lee St., Ste. 312 ° Alexandira, VA 22314 608/274-4849 ° www.woodtruss.com 703/683-1010 ° www.tpinst.org BIWARIl lx17 20050501 iADVE RTE N CLIA! H- JJ RESUMEN DE LA GUTA DE BUENA PRAGTICA PARA EL MANEJO, INSTFALA -1- Y ARR'IOSTRE DE LOS TRUSSES DE MADERA GONEGTADOS CON PLAGAS DE METAL SITE PLAN ............. ! ...... ...... ! ...... ...... ....... ..... .......... .............. * ...... ...... ..... ...... ...... ................... ............... ...... ...... ..... ------ ...... ............. 1; ..... . ...... ....... .... Z ............. ..... 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