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HomeMy WebLinkAbout064-710-020�r-�*!"7.k--...- ^ v -,. -y.. - � _ ,7 w . �.:'—'M+n.r..f..F'^*".'•^..,.n.w�.nx.rr. _,•a .� AP 4--71-20 THEADOR HALADAY J 65 Masterson Way, lot 59, PP#2 x 1 contr, nglish John's MH Sales, Parma. 'B07-0010."�ln�� O7 064 7.10-020 FD -Mas Plan' Perm' 1-75P(util. , ex: MH site) RESIDENTIAL _s ELECL Sc - NSF DWELLING::MASTER# 01-37 sr . 14718 MASTERSON WAY_R ' ?"' STRU E REQ. GRIVETTE, JOHNNY?E & IDA L , ON TE RDa.__s_� , p John'saMH6Sales20Para. MHI oZ .Permit 2674-75B (deck/MH) 7�_»-� _ � ' i % • • i I I u • W ' � R• a a4 , ` t . `•F t / BUTTE COUNTY ,V DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD lt','[UST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-7t36 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-'2140 Website: www.buttecounty.net/dds Permit No' B07-0010 Issued: 04/02/2007 Address: 14718 MASTERSON WA1Area: MAGALIA Owner: GRIVETTE, JOHNNY E JAPN: 064-710-020 Applicant: GRIVETTE CONSTRUC*ap Page: Permit Type: SFD-Master Plan Description: NSF DWELLING: MASTER# 01-37 ALL PLAN REVISIONS MUST BE APPROVE Eufer Ground 216' �, �l�r� ' it Inspection Type IVR S DATE., Set ac s 132 y - Foundations / Footings 802 Pre -Slab Pier/Column Footings 122 D Grade Beams 114 `A AREA 3 Flood Zone: None SRA Area: Yes SETBACKS Front Setback: 25' Masti Side Setback: 5' Rear Setback: 5' Other Setback: 20' Fremo Minimum Setback From Centerline of Street: 30 BY THE COUNTY BEFORE PROCEEDING Building Final Eufer Ground 216' �, �l�r� ' it Mechanical Final Forms/Steel/Holdowns 122 S Pool Final Do Not Pour Concrete Until Above are Signed Mobile Home Final 802 Pre -Slab 124 Gas Test House 404 Gas Test Yard r. :'' 404 Masonry Grout 120 Masonry Bond Beam , 119 'v Underfloor Framing 149 Underfloor Ducts 319 ;' Shear Transfer a 136 Under Floor Plumbing 412 Under Slab Plumbing 4116 Gas Piping 403 `a ' Do Not Install Floor,Sheathing or Slab Until Above Signed Holdowns/Straps.' 122 i? ShearwalUB.W.P Ifterior 135 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed ' Rough Framing 128 ' Rough Plumbing , , - _ 406 9 Rough Mechanical;C.. 316 c a'. u . Rough Electrical 208 3' Gas Piping 403 � Shower Pan/Tub Test 408 Fire Sprinkler Test 702 i Fire Sprinkler Final 1 702 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 Inspection Type I IVR I INSP I DATE Do Not Insulate Until Above Signed Wall Insulation 117 .Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool ElecBonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 132 Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404-, . Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 ., +4 •r f,„Y.,i, OFFICE COP_ Y ,� LDate l;Btdg Permit << A;1,�Address�f F V'.;At� �,�_,,.'. GAS By..« �� N JElectricBy.1.. , ta.t "--• b -v Pub is Wor s Fina 538-7681 Fire Department/CDF 538-7111 Env. Health Final 538-7281 Sewer District Final "PROJECT FINAL 1 801 1-7,735( rolect Final is a Certificate ot Occupancy for (Residential Only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspecti'r Copy • 'F COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES r 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. >s A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work 's completed. If you have any questions pertaining to this matter, or need additional Ik.. exp nation, please contact the Building Inspector as indicated below. _ _ Y tt` cg -: zY. . bt — V: r- 1 f qt, Date � r Inspector �x REV 4/05 Phone # tiL FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 .'-,..4,:5•.�::.w's ! . ,.-.P•1� ;•�r.'•-Y T�-•�-,i{}:f�.'4�.:I`y.`�+�1iv�+!'--.+.-•`-'*.+Q T�� COUNTY OF BUTTE ` BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES '. 7 County Center Drive • Oroville, CA • (530) 538-7541 z CORRECTION NOTICE ' ? OWNER. PERMIT NO. .A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re" nspection when correction of 4explation, completed. If you have an p y y questions pertaining to ttii�s matter, or need additional please contact the Building Inspector as indicated below. JS r / - / t i r LiT Sort :tv _ 0i � S M - S• ,r W > Date.. Inspector REV 4/05 Phone # s• 'x{" FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 •� "*"'"�Lr '`. 1.!4-+'��,..r+-+. rt�s_.r,.,.. _ -1 �•^�-y�+.�+'lS.--�-��`�'_'�..`.�. �r-,L.ti...rwr�_ _ '".� r 14 fl . . . . . . t . COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES �- 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE . OWNER PERMIT NO. A'routine inspection•indicates that the following violations of.Butte County Ordinances exist at ,,F ,;the above -address and should be corrected. Please call for re -inspection when correction of work%is completed. If you<have any questions pertaining to this matter, or need additional ex lanation, please contact the Building Inspector as indicated below. 1 V l) � ll tM i" ac A,�?!"" S 47G w n r� {z1, VG.. } 'r Date S►ry� *~ Inspector - REV 4/05 Phone # ,. OR 891-2834 FOR.RE CALL'S38-7636 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County. Center Drive • Oroville, CA • (530) 538-7541 :CORRECTION NOTICE :OWNER = PERMIT NO. routine inspection indicates. that the following violations of Butte County Ordinances exist at =' the above address and should be corrected. Please call for re -inspection when correction of r .work i completed. If you have any questions pertaining to this matter, or need additional ,expl ation, please contact the Building Inspector as indicated below. X-P)ir n u 014,..4, r - d . 6A-9" yf. ;FOR RE -INSPECTION CALL: ,. % k-1 !_. 1� . ♦ .\[. �" d- pr e„i L_ P C- ( is r s j+' � ; n i 3 JAI � y a�1 Date ' l 1/ A J i4' y. Inspector `REV V05 Phone # C :. �L. SJ=•y a..: yf. ;FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 C) - COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE lr/./c'AT 77, 7 L0f OWNER PERMIT NO. 44 A routine inspection indicates that the following violations of Butte County Ordinances exist at 4 the above address and should be corrected. Please call for re -inspection when correction of completed. If you have any questions pertaining to this matter, or need additional ation, please contact the Building Inspector as indicated below. ynworks V I/1 e r c e t/ 1 1"-, k 1 2, -),-r iM,A J�- `k 1-V nr 4_d 141 Date / Inspector_��` REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 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 FEE INFORMATION Dwelling - Production Phase PROJECT INFORMATION Dwelling - Production Phase Site Address: 14718 MASTERSON WAY EH Building Review Fee Owner: Permit NO: B07-0010 APN: 064-710-020 Fire Plan Review (SRA) -Fire -Re GRIVETTE, JOHNNY E & IDA L Ping Appl Fee (SRA) -Bldg Permit type: RESIDENTIAL SMIP - Residential PO BOX 6833 Issued Date: 04/02/2007 By GLB Subtype: SFD-Master Plan CHICO, CA 95927 Expiration Date: 04/01/2008 Description: NSF DWELLING: MASTER# 01-37 Occupancy: R-3 Zoning: RT1 Contractor Applicant: Square Footage: GRIVETTE CONSTRUCTION GRIVETTE CONSTRUCTION Building Garage _ Remdl/Addn 7675 SKYWAY' 7675 SKYWAY 1,776 576 PARADISE, CA 95969 PARADISE, CA 95969 Other Porch/Patio Total (530)876-1101 (530)876-1101 11 on -1 412� FEE INFORMATION Dwelling - Production Phase $746.18 Dwelling - Production Phase $1,119.26 EH Building Review Fee $70.00 Fire Inspection (SRA) -Fire -Res $95.00 Fire Plan Review (SRA) -Fire -Re $95.00 Ping Appl Fee (SRA) -Bldg $109.98 SMIP - Residential $13.37 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires GRIVETTE CONSTRUCTION 834049 / B / 03/31/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 04/02/2007 Contractor's Signature Date I WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the' performance of the work for which this permit is issued. HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by LJLI Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: State Fund Policy Number: 713-0013734 Exp. Date:04/01/2007 (This section nee not a completed if the permit is oron ndreddodollars ($100) or less.) ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. . X 04/02/2007 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Total Charged: $2,248.79 Fees Paid: $2,248.79 Balance Due: $0.00 Receipt No: B2437 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7144, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: 1 Owner's Signature 04/02/2007 Date 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 construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owner's behalf. Z, r,—, , _ - 04/02/2007 Owner ❑ Contractor OR. Agent for Owner E (Agent for Contractor FILE COPY 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.buftecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name Gni K irst Name J a H Mailing Address' 767 S CX City r e &0 54 Zip -7m, rf Phone St _ S LT7 Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name 1-4,41tf City ! i Address �6K sly w.' City Fax State`s Zip Phone) 747— G L I E-mail Fax E-mail Lic. #$,y Y Y ft CI ss ARCHITECT/ENGINEER Name 1111t, A T- Address N // All. LIW City ! i State nA Zip el Phone q/ 7131 Fax E-mail State License Number APPLICANT INFORMATION Name Address y//A C� City` " Sta� Zip9 L 6 c 04 Lot # Phone S/ ? `� , Fax E-mail APPLICANT SIGNATURE X�,� For office use only: Zoning Flood Zone SRA Y:!A No Occ. Type Const. Subdivision Name Map Book I Page Lot # Planner Date Approved: PERMIT NO. ;4 1I • BIN # -I PROJECT LOCATION AP# 06 q -714 -G Z® Property AddressCity fit 711 MdIS Nfo/l klyr I Alwli A Cross Street Sheriff WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: �sf>oi•# 0/37 17 7 Co R X79 eov 2�b Sq FT- Living 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: VC", Amount: 15 7,46.Bldg JgO_00 SRA Receipt #:83(a. Sheriff SMTP Date: - 3-� rn Other 1 i n I TMA BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM ❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CPCO AREA RECREATION AND PARK DISTRICT (CARD) V PARADISE RECREATION AND .PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) () Coq - :1 K) " OQv Building Permit Number—n"7-00 10 Property Owner (s) C—j p'i VP P . �(�� n nil WIda Project Location /Address 1 �% Ma�-l�rsao MW Mnil(� I I q Subdivision Name Assessable Sq. Ftge Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Building\Department ReNjEentative Date D ❑CARD PAPD ❑ DRPD certifies that• ' -f 7 Applicant ' ame Phone Number City State Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment o£ Dweliing Units @ $ per unit for a total of $ -L ySquare Feet @ $ per sq foot fora total of $ " Remarks: / 2& 6 - Paid hegk N Park Difstrict Representative Paid by Cash: KAFORMS\BUILDING FORMS\park-rec standard form rev Ldoc Receipt No: Date Zip .. _ _ , .. .....�.. ..i .. .-:.....«...�. .-..'-,.+ .., . .... - ... _. .4�.- r...+''rn�.. ....,�... fir... • .. .'3._ .., .. .. � _ ... BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM �"�• (One form per Building) School District Pav ad:ibt un ( Rt d Sc will Building Department No. - 10 Tax ate Area No. �'� 0 y A.P. Number l�C��" to' 0 D Jurisdiction: = City County Property Owner l/ Sohn n Kh ZIdo, Property Location/Address H 1 D N6ST10<h \I\k 11InnnIA CA Subdivision Residential Development F Q No of wing Mobile Home Units Installation Commercial/Industrial New Addition Lot No. .................................................................................................. Addition/ *Supplemental to Conversion Permit # *(No foundation inspection) :................................................................................................: Sq. Footage 'rrl W (Group R) Cr. Demo ( 11 1 52 ) existing sq. ft. see attached Net total sq. ft. W12 Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) District Identification No. D %./15?1 �5 d LG4,(,t)'W,,/��chool District certifies that 17� 7-5 (Street Address)O` (City) (State) has complied with the requirements of Resolution No. I representing square feet. School District Representative Paid by Check # ( Remarks: � A- A Sq. Footage Date (Payor) (Zip by payment of $ B 2926 $ FULL MITIGATION $ Date r - (Including Exterior Roofed Areas) (Phone Number) Notice : You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 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 District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) I feeform.xls (12/06)dmm AND,WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded I REC FEE 10.@@ Official Records I County of I COPIES 2.50 Butte I CA1JIiACE J. GRUBBS I County Clerk-Recorderl I I SA 010:34RN 26 -alar -2007 I Page i of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: ke 06 cervi Date- Q 3- Q —2 PROPERTY OWNERS: State of California County of O-LAAP— personalWappeared��(�rU �6r�VP`NFf personally known to me —T to be the person(4) whose nameoff is/a;A subscribed to the within instrument and acknowledged to me that he/sVe/tVy executed the same in hisAic(r/th$ir authorized capacity(ie�, and that by his/Vr/tVir signature(son the instrument, the person(r4ff or the entity upon behalf of which the personv acted, executed the instrument. WITNESS my hand and official seal. ' Signat Seal: _ AUBREY L KROEGER Commission # 1468515 .� Notary Public - CGIKO nla Butte Courtly. A.P. �Wq - :2 l C7 " of My Comm. Expires Feb 7; 2008 Title No. 07 -109320 -BD Locate No. CAFNT0958-0958-0001-0000109320 LEGAL DESCRIPTION EXHIBIT "A" THE LAND REFERRED TO HEREIN BELOW IS SITUATED UNINCORPORATED AREA, COUNTY OF BUTTE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: Lot 59, as shown on that certain Map entitled, "Paradise Pines Unit No. 2", filed in the Office of the County Recorder of Butte County, California, on June 10, 1970, in Book 35, of Maps, at Page(s) 71, 72, 73 and 74. EXCEPTING THEREFROM all the valuable minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to the surface of said land. APN: 064-710-020 i 2 CLTA Preliminary Report Form - Modified (11/17/06) 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: B07-0010 Location: 14718 MASTERSON WAY Parcel Number: 064-710-020 Owner Name: GRIVETTE, JOHNNY E & IDA L Description: NSF DWELLING: MASTER# 01-37 Date: 01/03/2007 By: KCG Sub Type: SFD-Master Plan Phone: 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 G,wy) IV c0r*. a* 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 ►OQh -b 000 vn� OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: 0 Signature of Property Owner: Date: 01/03/2007 FILE K *1 vs A r _ ces+. ' ,O44 37 Clot got -ccl ff D 740 -O ZO err BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-0010 Job Address: 14718 MASTERSON WAY Contractor: Printed: 01/03/2007 12:46 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt EH Building Review Fee 0021-540013-4614901-1010 $70.00 01/03/2007 $70.00 Fire Inspection (SRA) -Fire -Res 0100-450001-4617240-1010 $95.00 01/03/2007 $95.00 Fire Plan Review (SRA) -Fire -Re 0100-450001-4617240-1010 $95.00 01/03/2007 $95.00 Ping Appl Fee (SRA) -Bldg 0010-440001-4210500-1010 $109.98 Dwelling - Production Phase N - Plan Review Fee 0010-440001-4210500-1010 $746.18 01/03/2007 $746.18 N - Permit Fee 0010-440001-4210500-1010 $1,119.26 SMIP - Residential 1001-0-280-1011298 $13.37 Printed By: Kourtni Graham 29248.79 $19006.18 Balance Due: $1,242.61 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: Date: 01/03/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services -TIM SNELLI•NGS, 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: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0010 Location: 14718 MASTERSON WAY Parcel Number: 064-710-020 Date: 01/03/2007 Owner Name: GRIVETTE, JOHNNY E & IDA L Phone: Description: NSF DWELLING: MASTER# 01-37 Signature of Property Owner: A' Date: 01/03/2007 FILE 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 0 0 0 O 0 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-0010 Location: 14718 MASTERSON WAY Parcel Number: 064-710-020 Owner Name: GRIVETTE, JOHNNY E & IDA L Description: NSF DWELLING: MASTER# 01-37 Date: 01/03/2007 By: KCG Sub Type: SFD-Master Plan Phone: By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: " Z-� Title: &%1 k fi✓ am //RotoN IV FILE Date: 01/03/2007 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project Title.......... The 1752 Master Plan Date..10/18/06 11:20:59 Project Address 14718 M t W ******* ........ as erson ay Magalia, Ca. *v7.20* Documentation Author... Martin Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.20 File -06539S Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1752 SF Res. - Submittal *** Building complies with Computer Performance *** D *** HERS Verification Required for Compliance GENERAL INFORMATION �*0 HERS Verification.......... Conditioned Floor Area..... Building Type .............. Construction Type ......... Fuel Type . Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Required 1752 sf Single Family Detache" New NaturalGas Cly Cardinal - N,E,S,W 1 JAN 0 3 2006 Fu1lYear "'ESERoCE MICROPAS7 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kTDV/sf-yr) Design Design Margin Space Heating.......... 17.18 14.43 2.75 Space Cooling.......... 25.59 24.41 1.18 Water Heating.......... 12.68 12.11 0.57 North Total 55.45 50.95 4.50 Space Heating.......... 17.18 14.78 2.40 Space Cooling.......... 25.59 27.96 -2.37 Water Heating.......... 12.68 12.11 0.57 East Total 55.45 54.85 0.60 Space Heating.......... 17.18 14.80 2.38 Space Cooling.......... 25.59 23.77 1.82 Water Heating.......... 12.68 12.11 0.57 South Total 55.45 50.68 4.77 Space Heating.......... 17.18 14.55 2.63 Space Cooling.......... 25.59 27.43 -1.84 Water Heating.......... 12.68 12.11 0.57 West Total 55.45 54.09' 1.36 *** Building complies with Computer Performance *** D *** HERS Verification Required for Compliance GENERAL INFORMATION �*0 HERS Verification.......... Conditioned Floor Area..... Building Type .............. Construction Type ......... Fuel Type . Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Required 1752 sf Single Family Detache" New NaturalGas Cly Cardinal - N,E,S,W 1 JAN 0 3 2006 Fu1lYear "'ESERoCE CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 Project Title.......... The 1752 Master Plan Date..10/18/06 11:20:59 MICROPAS7 v7.20 File -065395 Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1752 SF Res. - Submittal Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 14449 cf 0 sf 11.9 % of floor area 0.38 Btu/hr-sf-F 0.37 8.2 ft BUILDING ZONE INFORMATION FENESTRATION SURFACES Floor # of # of Cond- Thermo- Vent Vent Verified Exterior Area Volume Dwell Peop- it- stat U- Height Area Leakage or Zone Type (sf) (cf) Units le ioned Type (sf) (ft) (sf) Housewrap Residence 1752 14449 1.00 4.0 Yes Setback Front 2.0 Standard 3.5 SLA 9.0 0.340 0.340 0 90 OPAQUE SURFACES' 2 Door Front (N) 10.0 0.530 0.650' U- 90 Sheath- Solar 3 Appendix Front (N) 8.0 Frame Area fact- Cavity ing Act Gains 4 IV Location/ Surface Type (sf) or R-val R-val Azm Tilt FG4 Reference Comments 1 Wall Wood 204 0.102 13 0 0 90 Yes IV.9 A3 PLAN FRONT 2 Door Other 10 0.500 0 0 0 90 Yes IV.5 A4 FRONT 3 Wall Wood 13 0.102 13 0 315 90 Yes IV.9 A3 FRONT RIGHT 4 Wall Wood 47 0.102 13 0 45 90 Yes IV.9 A3 FRONT LEFT 5 Wall Wood 234 0.102 13 0 90 90 Yes IV.9 A3 LEFT 6 Wall Wood 368 0.102 13 0 180 90 Yes IV.9 A3 BACK 7 Wall Wood 233 0.102 13 0 270 90 Yes IV.9 A3 RIGHT 8 Wall Wood 19 0.074 19 0 0 90 Yes IV.9 A5 KNEE WALL 9 Wall Wood 140 0.102 13 0 0 90 No IV.9 A3 TO GARAGE 10 Door Other 20 0.500 0 0 0 90 No IV.5 A4 TO GARAGE 11 Floor Wood 1752 0.037 19 0 n/a 0 No IV.20 A4 RAISED FLOOR 12 Roof Wood 1402 0.025 38 0 n/a 0 Yes IV.1 A18 TO ATTIC 13 Roof Wood 350 0.025 38 0 0 10 Yes IV.1 A18 VAULTED FENESTRATION SURFACES Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments 1 Wind Front (N) 9.0 0.340 0.340 0 90 Standard FG1 2 Door Front (N) 10.0 0.530 0.650' 0 90 Standard FG2 3 Wind Front (N) 8.0 0.340 0.340 0 90 Standard FG3 4 Wind Right (NW) 10.0 0.340 0.340 315 90 Standard FG4 5 Wind Front (N) 25.0 0.340 0.340 0 90 Standard FG5 6 Wind Front (NE) 10.0 0.340 0.340 45 90 Standard FG6 7 Wind Back (S) 20.0 0.340 0.340 180 90 Standard BG1 8 Wind Back (S) 20.0 0.340 0.340 180 90 Standard BG2 9 Wind Back (S) 32.0 0.340 0.340 180 90 Standard BG3 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 pY�;A�r T;r1P The 1752 Master Plan Date..10/18/06 11:20:59 MICROPAS7 v7.20 File -06539S Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1752 SF Res. - Submittal FENESTRATION SURFACES Exterior Shade Type Location/Comments Standard BG4 Standard RG1 None SKY1 Area U- Window Act of Minimum Refrig Orientation (sf) factor SHGC Azm Tilt 10 Door Back (S) 40.0 0.410 0.400 180 90 11 Wind Right (W) 20.0 0.340 0.340 270 90 12 Skyl Horz 4.0 1.300 0.730 0 0 3 0 n/a OVERHANGS Exterior Shade Type Location/Comments Standard BG4 Standard RG1 None SKY1 System Type Furnace ACSplit Verified Window Maximum of Minimum Refrig Overhang Cooling Systems Efficiency EER or TXV Airflow Draw Capacity Area n/a 1 13.00 SEER No Yes No No No Left Right Surface (sf) Width Height Depth Height Extension Extension 1 Window 9.0 n/a 3 3 0 n/a n/a 2 Door 10.0 n/a 3.3 3 0 n/a n/a 3 Window 8.0 n/a 2 2 0 n/a n/a 4 Window 10.0 n/a 5 3 1 n/a n/a 6 Window 10.0 n/a 5 3. 1 n/a n/a 7 Window 20.0 n/a 4 2 0 n/a n/a 8 Window 20.0 n/a 4 2 0 n/a n/a 9 Window 32.0 n/a 4 2 0 n/a n/a 10 Door 40.0 n/a 6.6 2 0 n/a n/a HVAC SYSTEMS System Type Furnace ACSplit Verified Number Verified Verified Verified Verified Maximum of Minimum Refrig Charge Adequate Fan Watt Cooling Systems Efficiency EER or TXV Airflow Draw Capacity 1 0.900 AFUE n/a n/a n/a n/a n/a 1 13.00 SEER No Yes No No No HVAC SIZING Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) Furnace 27184 n/a n/a n/a ACSplit n/a 18616 22183 n/a Orientation of Maximum..... Front Facing 270 deg (W) Sizing Location............ PARADISE Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 98 F Summer Inside Design....... 75 F CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 Project Title.......... The 1752 Master Plan Date..10/18/06 11:20:59 MICROPAS7 v7.20 File -065395 Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1752 SF Res. - Submittal Summer Range ............... 34 F DUCT SYSTEMS Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R -value Leakage Area Ducts Furnace Crawlspace R-4.2 Yes No No ACSplit Crawlspace R-4.2 Yes No No INFILTRATION TESTING DETAILS Blower Door Blower Door Leakage Target Leakage Minimum (CFM50h/SLA) (CFM50h/SLA) 1606 / 3.5 688 / 1.5 WATER HEATING SYSTEMS Number Tank Heater in Energy Size Tank Type Type Distribution Type System Factor (gal) 1 Storage Gas Standard External Insulation R -value 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates HERS verified Infiltration. The Homeowner's Manual must include instructions on how to operate the windows and/or mechanical ventilation to achieve adequate ventilation. This building incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve (TXV). If a cooling system is not installed, then HERS verification is not necessary. This building incorporates HERS verified Duct Leakage. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. This is a multiple orientation building. This printout is for the front facing North. CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 Project Title.......... The 1752 Master Plan Date..10/18/06 11:20:59 MICROPAS7 v7.20 File -065395 Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1752 SF Res. - Submittal HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** *** must be reported on the CF -4R installation certificate. *** This building incorporates HERS verified Infiltration. Target and Minimum CFM values measured at 50 pascals are shown in INFILTRATION TESTING DETAILS above. If the measured CFM50h is above the target, then corrective action must be taken to reduce the infiltration and then retest. Alternatively, the compliance calculations could be redone without infiltration testing. If the measured CFM50h is below the minimum, then the building must meet Uniform Mechanical Code requirements for unusally tight construction and corrective action must be taken to either intentionally increase infiltration or provide for mechanical supply ventilation adequate to maintain the residence at a pressure greater than -5 pascals relative to the outside average air pressure with other continuous ventilation fans operating This building incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve (TXV). If a cooling system is not installed, then HERS verification is not necessary. This building incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4R. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary. REMARKS Conditioned square footage is determined by the conditioned footprint of each floor or level. Ceiling height is not used to determine floor area. Additionally, stair areas are counted at each floor or level. The reference FRONT orientation used in these calculations may or may not contain the entry door to the dwelling. This in no way affects the accuracy of these calculations. Any wall between conditioned space and crawlspace or attic shall be insulated to a value of R-19 or greater. Energy Calculation Services has C -HERS raters on staff. If these documents require HERS inspections or testing we are certified to provide these services. Please call 1 (530) 894-8466 for additional information. CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 6 Project Title.......... The 1752 Master Plan Date..10/18/06 11:20:59 MICROPAS7 v7.20 File -065395 Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1752 SF Res.- Submittal REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. DESIGNER or OWNER Name .... A/,'r!c f/ -0c -p/ Name .... Company. T.Pwl' 6,0$417 d' Company. Address. tdj.! /V, c%Pc,S_ Address. est ° R 3`tiL6 Phone... wq-2 3I Phone... License. Signed.. fi/Nohl/` /1"3 Vj? Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate DOCUMENTATION AUTHOR Martin Runnells Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 r1a �w ��- z �__ MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 1 Project Title.......... The Borda Addition Date..07/17/06 10:40:16 ******* Project Address........ 125 Santa Maria Drive Novato, Ca. *v7.20* Documentation Author... Marty Runnells ******* Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 C1' t Z 02 ima e one........... Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.20 File-06359ADD Wth-CTZ02S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2669 SF Existing+Addition Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*). When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 insulation in wood framed ceiling or equivalent U -factor in metal frame ceiling 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls) De- En- sign- force- n/a er / ment *150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door covering the entire opening of the firebox b. Outside air intake with damper and control, flue damper and control 2. No continuous burning gas pilot lights allowed 150(f): Air retarding wrap installed to comply with Sec. 151 meets requirements specified in ACM Residential Manual 150(8): Vapor barriers mandatory in Climate Zones 14,16 only ./ 150(1): Slab edge insulation - water absorption rate for the insulation material without facings no greater than 0.30, water vapor permeance rate no greater than 2.0 perm/inch 118: Insulation specified or installed meets insulation quality standards. Indicate type and include CF -6R form 116-17: Fenestration Products, Exterior Doors and Infiltrations Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 2. Fenestration products (except field -fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed M SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES De- En- Building Permit Plan Check Date Fie Check/ Date ima e one........... Compliance Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.20 File-06359ADD Wth-CTZ02S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2669 SF Existing+Addition Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*). When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 insulation in wood framed ceiling or equivalent U -factor in metal frame ceiling 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls) De- En- sign- force- n/a er / ment *150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door covering the entire opening of the firebox b. Outside air intake with damper and control, flue damper and control 2. No continuous burning gas pilot lights allowed 150(f): Air retarding wrap installed to comply with Sec. 151 meets requirements specified in ACM Residential Manual 150(8): Vapor barriers mandatory in Climate Zones 14,16 only ./ 150(1): Slab edge insulation - water absorption rate for the insulation material without facings no greater than 0.30, water vapor permeance rate no greater than 2.0 perm/inch 118: Insulation specified or installed meets insulation quality standards. Indicate type and include CF -6R form 116-17: Fenestration Products, Exterior Doors and Infiltrations Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 2. Fenestration products (except field -fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed M SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES De- En- MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 2 Project Title.......... The Borda Addition Date..07/17/06 10:40:16 MICROPAS7 v7.20 File-06359ADD Wth-CTZ02S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2669 SF Existing+Addition sign- force n/a er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA ✓ 150(1): Setback thermostat on all applicable heating and/or cooling systems .� 150(j): Water system pipe and tank insulation and cooling systems line insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R12 or greater 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the exterior of the tank showing the R -value 3. The following piping is insulated according to Table 150-A B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes shall be insulated to Table 150B ✓ 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A 4. Steam hydronic heating systems or hot water systems >15 psi, meet requirements of Table 123-A ./ S. Insulation must be protected from damage, including that cu% to sunlight, moisture, equipment maintenance and wind .i 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in conditioned space ✓ 7. Solar water -heating systems/collectors are certified by tie Solar Rating and Certification Corporation *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used ✓ 2. Building cavities, support platforms for air handlers, anc_ plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts ./ 3. Joints and seams of duct systems and their components MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 3 Project Title.......... The Borda Addition Date..07/17/06 10:40:16 MICROPAS7 v7.20 File-06359ADD Wth-CTZ02S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2669 SF Existing+Addition 118(i): Cool Roof material meets specified criteria RESIDENTIAL LIGHTING MEASURES De- En- sign- force n/a er ment 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater are electronic and have an output frequency no less than 20 kHz 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, luminaire has factory installed HID ballast 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in Sec. 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not turn on automatically or have an always on option 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands 4. Exhaust fan systems have back draft or automatic dampers 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material ✓ 7. Flexible ducts cannot have porous inner cores 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no electric resistance heating and no pilot light 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 118(i): Cool Roof material meets specified criteria RESIDENTIAL LIGHTING MEASURES De- En- sign- force n/a er ment 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater are electronic and have an output frequency no less than 20 kHz 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, luminaire has factory installed HID ballast 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in Sec. 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not turn on automatically or have an always on option 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 4 Project Title.......... The Borda Addition Date..07/17/06 10:40:16 MICROPAS7 v7.20 File-06359ADD Wth-CTZ02S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2669 SF Existing+Addition rooms shall be high efficacy luminaires (except closets less than 70 ft2), OR are controlled by a.dimmer switch OR are controlled by an occupant sensor(s) that complies with Section 119(d) that does not turn on automatically or have an always on option 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified air tight to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not in- cluding lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) 150(k)7: Lighting for parking lots for 8 or more vehicles shalT_ have lighting that complies with Sec. 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146 150(k)8: Permanently installed lighting in the enclosed, non - dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) .1/ J RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -5R Page 1 Project Title.......... The 1752 Master Plan Date..10/18/06 11:20:59 MICROPAS7 v7.20 File -065395 Wth-CTZ11S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1752 SF Res. - Submittal At least 50% of the total rated wattage of permanently installed luminaires in the kitchen must be in luminaires that are high efficacy luminaires as defined in Table 150-C. Luminaires that are not high efficacy must be switched separately. KITCHEN LIGHTING SCHEDULE High High Efficacy Efficacy Other Luminaire Type (Yes/No) Watts Quantity Watts Watts x = or x = or x = or x = or x = or Total A= Complies if A >= B Yes Rules for Determining Residential Kitchen Luminaire Wattage WE No Screw Base Sockets - Section 130(c) 1 (Not containing permanently installed ballasts) The maximum relamping rated wattage of the luminaire, as listed on a permanent factory -installed label (luminaire wattage is not based on type or wattage of lamp that is used). Permanently or Remotely Installed Ballasts - Section 130(c) 2 The operating input wattage of the rated lamp/ballast combination based on values published in manufacturers catalogs based on independent testing lab reports. Line Voltage Track Lighting (90 through 480 volts) - Section 130(c) 3 1. Volt-ampere (VA) rating of the branch circuit(s) feeding the tracks; or 2. For tracks equipped with an integral current limiter, the higher of - The wattage (or VA) rating of an approved integral current limiter contr - 15 watts per linear foot of the track; or 3. For tracks without an integral current limiter, the higher of - 45 watts per linear foot of the track or - The total wattage of all of the luminaires included in the system. Low Voltage Track Lighting (less than 90 volts) - Section 130(c) 4 Rated wattage of the transformer feeding the system, as shown on a permanent factory -installed label Other Lighting - Section 130(c) 5 (Lighting systems that are not addressed in Sections 130 (c) 1-4) The maximum rated wattage, or operating input wattage of the system, listed on a permanent factory installed label, or published in manufacturer's catalogs, based on independent testing lab reports. HVAC SIZING HVAC Page 1 Project Title.......... The 1752 Master Plan Date..10/18/06 11:20:59 Project Address........ 14718 Masterson Way ******* Magalia, Ca. *v7.20* Documentation Author... Martin Runnells ******* Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 Climate Zone........... 11 rmmnl;anrp Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.20 File -065395 Wth-CTZ11S05 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1752 SF Res. - Submittal GENERAL INFORMATION Floor Area ................. 1752 sf Volume ..................... 14449 cf Front Orientation.......... Front Facing 0 deg (N) Sizing Location............ PARADISE Latitude ................... 39.8 degrees Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 98 F Summer Inside Design....... 75 F Summer Range ............... 34 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.19 HEATING AND COOLING LOAD SUMMARY Heating Building Permit Plan CFieck / Date Field Check/ Date Climate Zone........... 11 rmmnl;anrp Method...... MICROPAS7 v7.20 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.20 File -065395 Wth-CTZ11S05 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1752 SF Res. - Submittal GENERAL INFORMATION Floor Area ................. 1752 sf Volume ..................... 14449 cf Front Orientation.......... Front Facing 0 deg (N) Sizing Location............ PARADISE Latitude ................... 39.8 degrees Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 98 F Summer Inside Design....... 75 F Summer Range ............... 34 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.19 HEATING AND COOLING LOAD SUMMARY Minimum Total Load .27184 19421 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 13983 4947 Glazing Conduction and Solar..... 3567 4778 Infiltration ..................... 5393 1668 Internal Gain. .••.•........••• n/a 2520 Ducts ............................ 4241 2386 Sensible Load .................... 27184 16298 Latent Load ...................... n/a 3123 Minimum Total Load .27184 19421 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING HVAC Page 2 Project Title.......... The 1752 Master Plan Date..10/18/06 11:20:59 MICROPAS7 v7.20 File -06539S Wth-CTZ11S05 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1752 SF Res. - Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1752 sf 14449 cf Front Facing PARADISE 39.8 degrees 25 F 70 F 98 F 75 F 34 F Yes Yes Yes 0.19 HEATING AND COOLING LOAD SUMMARY 90 deg (E) Heating Cooling (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 13983 Glazing Conduction and Solar..... 3567 Infiltration ..................... 5393 Internal Gain .................... n/a Ducts ............................ 4241 Sensible Load .................... 27184 Latent Load ...................... n/a 5104 6468 1668 2520 2702 18462 3537 Minimum Total Load 27184 22000 r Note: The loads (Shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING HVAC Page 3 Project Title.......... The 1752 Master Plan Date..10/18/06 11:20:59 MICROPAS7 v7.20 File -06539S Wth-CTZ11S05 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1752 SF Res. - Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1752 sf 14449 cf Front Facing PARADISE 39.8 degrees 25 F 70 F 98 F 75 F 34 F Yes Yes Yes 0.19 HEATING AND COOLING LOAD SUMMARY 180 deg (S) Heating Cooling (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 13983 Glazing Conduction and Solar..... 3567 Infiltration ..................... 5393 Internal Gain .................... n/a Ducts ............................ 4241 Sensible Load .................... 27184 Latent Load ...................... n/a 4922 4810 1668 2520 2387 16307 3124 Minimum Total Load 27184 19432 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING HVAC Page 4 Project Title.......... The 1752 Master Plan Date..10/18/06 11:20:59 MICROPAS7 v7.20 File -06539S Wth-CTZ11S05 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1752 SF Res. - Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1752 sf 14449 cf Front Facing 270 deg PARADISE 39.8 degrees 25 F 70 F 98 F 75 F 34 F Yes Yes Yes 0.19 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction and Solar..... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... (W) Heating Cooling (Btu/hr) (Btu/hr) 13983 5096 3567 6608 5393 1668 n/a 2520 4241 2725 27184 18616 n/a 3567 Minimum Total Load 27184 22183 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. LONGFELLOW LUMBER CO. INC. Quality Design •Floor, Wall & Roof 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: - 1 Address: MASTERSON WA MAGALIA Aft C -20E IRev. 51051 Job No: 0137 MASTER PLAN 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. MTT , P.O. Box 20455 COUN7ry Portland, OR 97220 JAN 0 3 2006 (503) 254-0204 STANDARD GABLE END DETAIL Mil/SAC - 20AA 1/21/2005 PAGE 1 OF 2 A H -DIAGONAL OR L -BRACING REFER TO TABLE BELOW SEE PAGE 2/2 FOR —ALTERNATE BRACING DETAIL — 1 X4 OR 2X3 (TYP) VARIES TO COM. 1 2 TRUSS SHEATHING (BY OTHERS 3 1/2' �1 1/2" NOTCH AT 24" O.C. (MIN.) TOP CHORD NOTCH DETAIL 3x5 CONT. BRG SPAN TO MATCHCOMMON TRUSS ow -I VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT W O.C. LOADING(psl) SPACING 2-0-0 TCLL 30.0 Plates Increase 1-15 TCDL 14.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code ASCE 7-02 24" MAX 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW END WALL MITek Industries, Inc. Western Division 24- 6.c. _TYP _ �IGID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7r-011 - OVER 8'-611 4 - 16d TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD Q �R S. 7� l OTHERS 2 X 4 DFUSPF/HF - STUD/STD MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L - BRA C / 12 INCH O.C. 5-10-0 11-8-0 8-10-0 16 INCH O.C. 24 INCH O.C. 5-0-0 _ 4-1-0 _ _ OF NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT .y� _ 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 0 M T 3 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX VERT. STUD HEIGHT OF 8'-8-. TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 8. O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 Q WARNING. lrerffS, deslgn parameters and READ NOTES ON TRIS AND INCLODED WTER REFERENCE PAGE MU -7473 BEFORE USE. M7 Greenback Lane Design void for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 109 APpicablilly of design poromenters and proper incorporation of component Is responsibility of building designer- not truss designer. aroctng shown Citrus Heights, CA, 9581 is for lateral support of Individual web members only. Additional temporary bracing to Insure stabiity during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibilly of the building designer. For general guidance regarding fabrication. quality control storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSS -89 and BCSI1 Building Component M iTekm Safety Information available from Truss Plate Inslllute. 583 D'Onotrio Drive, Madison. WI 53719. STANDARD GABLE END DETAIL MII/SAC - 20AA 1/21/2005 PAGE 2 OF 2 4- 10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2- 10d (NP) i i SIMPSON A34 — OR EQUIVALENT LEDGER 2X4 No. 2 OR BTR GABLE EN 6'-3" MAX TO BEARING WALL N + 45' STRONGBACK 2X4 No. 2 OR BTR —I. - 2X4 BLOCK 2X4 S T JD OR BTR SPACED @ 5'-0" O.C. SHALL BE PROVIDED AT EACH END OF BRACE EXCEPT FOR BRACE EXTENDED INTO E CHORDS & CONNECTED TO CHO S W/ 4- 10d NAILS. . MAX. LENGTH = T-0" STANDARD TRUSSES SPACED @ 24" O.C. ALTERNATE BRACING DETAIL NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. OCT 1 3 2006 2 2X4 LEDGER NAILED TO EACH STUD WITH 4- 10d NAILS. 3;2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2- 10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG. OR QUALIFIED BUILDING DESIGNER. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACTTRUSS'ENGINEER IF THERE ARE ANY QUESTIONS. © TVARRING • Verify deeryn p—arn ftm and READ NOTES ON TMS AND nMz UDED WTEK REFERENCE PAGE MU-7473 BEi^ORE USE. 7777 Greenback Lane fZ16 e Design volid for use only with Mrrek connectors. This design Is based only upon parameters shown, and is for an Individual buddln component. Supe 109 g pang shown Citrus Heights. CA, 9581 Appdcabliy of design poramenlers and proper Incorporation of component is responsibility of budding designer- not buss designer. Bracing shown Is for lateral support of dndMdual web members only. Additional temporary bracing to Insure stability during construction is the responsibdBty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding Safety moor ation vallabiontrol. storage• delivery, erecta. and bracing, consul ANSI/TPII Quality Criteria, OSB -B9 and SCSI] Budding Component M iTek� Safety information available from Truss Plate Institute. 5(13 D'Onofrio Drive. Madison, WI 53719. 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) 676 1909 TELEPHONE (916) 6761900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These 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. Sincerejy, QRpf ESSIp ONG 2R; ►7w�,.. . Redong I' Director of F 66 Western Operations RY/ek c- AT. LATEAAL AKA( cT-AL_j s VAtih f:titt RE PLAC;NG cOFa T . 6(LACES AT Y2 0P AT 1 f RU:.✓t:s (g' 2.q�" �G�.®120 AGt: WlTla s NOTA : = Y2 pol►s a o��Y lop G b'' 0. G: TYP. Inc—r ACI .q op, Y-.,> MTs 6►AC,=—. IbRAGE MUST <,�E D0 % -V4E: LEN6V OF TgE T141b DETAIL I5 TO I>E V 0 a P A5 AN ALT. -OR ONE GONTlNU0U5 LATERAL LRAGE. Li4�- r"�P--Pc� �7RIkG� p � pr �CI� NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-1 OD PER WEB (TYP). MAR 2 7 '2002 BRACE MAY BE.ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW) - RESTRAINT RI:0-09-EI7 AT RAG• ENP OF t�,RAGE AN0 AT 20 =0" INTER�lALS. REFER TO 1•lli>-611 SUHHAXY SHEET FOR 9EGOHHE:fgt2ATI0NE Or- T14E TRU55 PLATE INSTUTE sTr AIli ' wy a� Yt ma 13YTEi�M1 (, r1q,c- cc Ute n mei V-6 � oiZ 9-�CL �r�Pc�IH(A P�:TAIL. -I�Ev QT.Q5 19C _ �,�' 1J0'T� = MITE. �I 'T"►�c �j��v{LI��-JY" i�ffiY PcP�.�cC Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/Q •center plate an joint unless Damage or Personal Injury dimensions Indicate otherwise, Dimensions are In Inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other Interested parties. 1/8'. C2 " J5 2. Cut members to bear tightly against each 0 . 3 0 other. 3. Place plates on each face of truss at each O joint and embed fully. Avoid knots and wane v at joint locations. • For 4 x 2 orientation, locate 4, Unless otherwise noted, location chord splices Ce C, 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent jolnt.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol Indicates the fabrication, required direction of slots In connector plates. 6. Unless expressly noted, this design is not JOINTS AND CHORDS ARE NUMBERED CLOCKWISE applicable for use with fire retardant or preservative treated lumber, AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and locatlon dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In The first dimension Is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified, dimension is the length parallel to slots. HUD/FHA TCB 17,08 10. Top chords must be sheathed or purlins provided. at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11, Bottom chords require lateral bracing at 10 ff. Indicates location of required SBCCI 87206, 86217, 9190otherwise noted. spacing, or less, if no ceiling Is Installed,• unless continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, im lei BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. p pp g'neer. 15. Care should be exercised in handling, erection and installation of trusses. ® TM HYDRO -A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL o Truss Truss ype ty Ply TROV1019 Al ROOF TRUSS p 1 �00 8232233 I Longfellow Lumber Co.. Inc.. Chim. Ca QSQ7R74'1A ani,,. roon Job Reference Optional s um is two Mn ex inausmes, mc. l ue uct 24 09:38:44 2006 Pagel 14-7-12 19-3-12 23-11-11 29-3.8 30- 1-6-0 14-7-12 4-8-0 4-8-0 5-3.13 1-6-0 Scale = 1:54.1 4x4 = 13 12 3.00 12 5x8 = 4x8 = 3x4 = 7-" 14-6-8 21-7-2 29-3-8 7-6-0 7-0.8 7.0-10 7-8.6 Plate Offsets (X,Y): [2:0-4-5,0-1-5], [6:0-5-6,0-2-01, [10:0-M,0-0-41, f13 0-3-12 0-2-8) [15:0 -§:g,0 -3-4j TOADING(ps370 SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP (Roof Snow -37.0) Plates Increase 1.15 TC 0.98 Vert(LL) -0.57 15 >610 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.92 Vert(TL) -0.83 15 >418 180 MT20H 165/146 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.39 10 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 141 Ib LUMBER TOP CHORD 2 X 4 OF No.1&Btr G BOT CHORD 2 X 4 OF No.1&Btr G WEBS 2 X 4 OF Std G *Except* 6-152X4 OFNo.1G REACTIONS (Ib/size) 2=1724/0-5-8, 10=1716/0-3-8 Max Horz 2=1 3(load case 6) Max Uplift2=-20(load case 7), 10=-19(load case 7) Max Grav2=1783(load case 2), 10=1773(load case 3) BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-3=6789/0, 3-4=-6879/0, 4-5=-6601/0, 5.6=6601/0, 6-7=-2004/47, 7-8=-1983/42, 8-9=-2821/32, 9-10=-3184/0, 10-11=0/47 BOT CHORD 2-17=0/6311, 16-17=0/6311, 15-16=0/6545, 14-15=0/2888, 13-14=0/2889, 12-13=0/2399, 10-12=0/2919 WEBS 7-13=-44/1146, 8-13=-898/20, 8-12=-24/504, 9-12=-517/5, 3-17=-9/87, 4-16=-51/39, 5-15=-323/2, 3-16=0/265, 4-15=-403/30 ,6-14=121122,6-15=0/4229,6-13=-1593/0 NOTES 1) 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 29 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 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. LOAD CASE(S) Standard �opyl,OF ES 3/ S. 0 M W C 00433 T *\ EW 34T-07 /* October 24,2006 ® WARNVOG - V-tfy dertyn part— acrd READ NOTES ON THIS AND D9CUTDED WTER RBPSRBMCB PAGE MU 7473 BEFORE O9& wee Des* n valitl for use only with Miifek connectors. This design is based only upon parameters shovm, and is for an individual building component App icabirrty of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown M iTe k is for lateral support of indMdual web members only. Additional temporary bracing to insure stability during construction a the responsibilfiry of the erector. Additional permanent bracingg of the all structure is the responsibitiry of the building designer. For general guidance regarding _ fabrication, quality control, storage. tlelivery, erection anti bracing, consult ANSVrPIl quality Criteria, DSB-89 and BCSI7 Building Component Safety Information avallable from Truss Plate Institute. 583 D'Onofrfo Drive, Madison, VA 53719. 7777 Greenback Lene, Suite 109 Citrus Heights. CA, 95610 oTruss DEFL Truss ype ry Ply oil TROV1019 A2 FAN 18 1 823223327 t on6ten6w tm, 6naf r i— cnv- r QsQIr 7— AA- nie YES crni I Code UBC97/ANSI95 Reference Job(optional) 9�1 0 6.200 s nuns zuu6 Mu ex industries, Inc Tue Oct 24 09:38:45 2006 Page 1 5.312 9.11-12 14-7-12 19-312 23-11-12 29-3-e 30-943 1-64) 5-312 4-8-0 4-8-0 4.8-0 4-8-0 5312 1-6-0 Scale = 1:52.3 46 = ria] 3x8 = 3x4 = 10 3x8 = 9-11-12 19-312 29.3.8 9.11-12 9-4-0 9-11-12 LOADING(psf) DEFL in (loc) I/defl Ud TCLL 37.0 SPACING -0-0 2Plates (Roof Snow --37.0) PlatesIncrease 1.15 TCDL 10.0 Increase 1.15 BOLL 0.0 Rep Stress Incr YES crni I Code UBC97/ANSI95 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 Sid G REACTIONS (Ib/size) 2=1724/0-5-8,8=1716/0-3-8 4x8 = CSI DEFL in (loc) I/defl Ud PLATES GRIP TC 0.45 Vert(LL) -0.2210-12 >999 240 MT20 220/195 BC 0.75 Vert(TL) -0.4210-12 >824 180 WB 0.52 Horz(TL) 0.09 8 n/a n/a (Simplified) Weight 132 Ib BRACING TOP CHORD Sheathed or 3-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz2=13(load case 6) Max Uplif2=20(load case 7), 8=19(load case 7) Max Grav2=1783(load case 2), 8=1773(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=3117/0, 3-4=-2607/23, 4-5=-2607/61, 5-6=-2618/61, 6-7=-2618/23, 7-8=3150/0, 8-9=0/47 BOT CHORD 2-12=0/2850,11-12=0/1814,10-11--0/1814, 8-10=0/2888 WEBS 4-12=535/4, 6-10=-535/4, 3-12=-608/6, 5-12=-37/1152, 5-10=-37/1168, 7-10=-637/6 NOTES 1) 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 29 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 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard �Oy?,0 ESS/pygl S. TjNC F2 2P t<`,� m C 0#433 ST * EY 07 )g October 24,2006 A WARMNO - Var0 dadgn p amat— and READ N07B8 ON TRW AND DJCLUDBD ASTTE6 RSPBREM-B PAGE MU -7473 BEPORS UBB. Deesisggn valid toff use only with Mlek connectors. This design's based only upon parameters shown, and is for an Individual building component M�+ Applicability or design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Mire k. is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction a the responsibilllty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general gguidance re9artling fatxication, quality control, storage. delivery, erection and bracing, consult ANSVFP11 Quality Criteria. DSB-89 and BC91 Bi big Component 7)77 Greenback Lane, Suite 109 sefety Information available from Truss Plate Institute. 583 D'Onoftfo Drive. Madison. WI 53719. Citrus Heights, CA, ne, S o 5.313 4.8-0 4-10-4 2.5-15 2-8.3 2-8-3 2-8.3 3-11-1 1 toss Type ryTy - TOP CHORD o0 TROV1019 A3 ROOFTRUSS 11 1 823223328 Longfellow Lumber Co.. Inc- chlrn_ CA. 51sa9a-7au nnA,,, n�an Plates Increase 1.15 TC 0.86 Vert(LL) -0.72 14 >482 ' 240 Job Reference o lional �1 0 s Jul 1 j zuu5 mi t ex Industries, Inc Tue Oct 24 09:38:45 2006 Page 1 -1-6-0 5-313 9-11-12 14-7-12 17-3-15 i 20.0.1 1 22-8-0 1 25-0-7 29.3-8 1.6-0 5.313 4-8-0 4-8-0 2-8-3 2-8-3 2-8-3 2-8-3 311-1 1-6-0 Scale = 1:53.2 5x6 II IV 18 17 ' 1.5x4 II 4x12 = 1.5x4 II 5x14 ZZ r9-11-12 14-10-0 17-3-15 2G-0-1 22-8-4 25-0-7 29-3-8 5.313 4.8-0 4-10-4 2.5-15 2-8.3 2-8-3 2-8.3 3-11-1 Plate Offsets (X,Y): [2:0-M,0-0-2] [3:0-0-0,0-0-01, [4:0-0-0,0-0-01. [6:0-0-0,0-0-0], [7:0-0-0,0-0-0], f8:0-0-0.0-0-01, [9:0-0-0.0-M). 1`10:0 3-0Edgef [16 0 5-4 0 3 121 f1c LOATCL DING (Ps37 - TOP CHORD Sheathed or 1-9-15 oc purlins. BOT CHORD 2 X 4 OF No.t&Btr G *Except* BOT CHORD 0 SPACING 2-0-0 CSI DEFL in (loc) I/deb Ud PLATES GRIP (Roof Snow --37.0) Plates Increase 1.15 TC 0.86 Vert(LL) -0.72 14 >482 ' 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 1.00 Vert(TL) -1.06 14 >327 180 1) 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 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.63 10 n/a n/a BCDL 7,0 Code UBC97/ANSI95 (Simplified) �OQ�pF S. TSN Weight: 146 lb LUMBER BRACING Max Uplift2=-10(load case 7), 10=10(load case 7) TOP CHORD 2 X 4 DF No.l&BtrG - TOP CHORD Sheathed or 1-9-15 oc purlins. BOT CHORD 2 X 4 OF No.t&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-18 2 X 4 DF No.1 G JOINTS 1 Brace at Jt(s): 16 WEBS 2 X 4 DF Std G *Except* 13-14=0/6760,12-13=0!7032,10-12=0!7032 16-19 2 X 4 OF No.1 G WEBS 3-20=12/166, 3-19=677/21, 4-19=-1522/0, 16-19=0/3042, 4-16=0/1974, 6-16=1092/34, 6-15=-27/628, 7-15=920/38, REACTIONS (Ib/size) 2=1734/0-5-8, 10=1726/0-3-8 Max Horz2=-13(load case 5) Max Uplift2=-10(load case 7), 10=10(load case 7) Max Grav2=1793(load case 2), 10=1783(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-3206/0, 3-4=-2632/0, 4-5=-4751/0, 5-6=4809/0, 6-7=-5696/0, 7-8=-6465/0, 8-9=-7105/0, 9-10=-7483/0, 10-11=0/44 BOT CHORD 2-20=0/2932,19-20=0/2932,18-19=-29/0,17-18=0/0, 16-18=0/127, 5-16=0/3332,15-16=0/5403,14-15=0/6151, 13-14=0/6760,12-13=0!7032,10-12=0!7032 WEBS 3-20=12/166, 3-19=677/21, 4-19=-1522/0, 16-19=0/3042, 4-16=0/1974, 6-16=1092/34, 6-15=-27/628, 7-15=920/38, 7-14=-26/374, 8-14=-765/38,8-13=-21/160, 9-13=434/44, 9-12=-11/110 NOTES 1) 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 29 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, thgy 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 2) Unbalanced snow loads have been considered for this design. ESS/�N�` 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent �OQ�pF S. TSN psf with any other live loads. 5) A plate rating reduction of 20% has been applied for the lumber ��R C�� green members. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity o Q bearing surface. LL' C 046 rrt LOAD CASE(S) Standard * EXP. October 24,2006 ® WARNM - V—VY de t9. Parwretasa sad RBAD NOTBB ON THIS AND INCLHDBD WTBR RgPBRBNCB PAGE MU 7473 BBPORB Dab Design 's n valid for use only with MhTek connectors. This designbased only upon parameters shown. and is for an indiOdual building component App cabifity of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown M iTe k. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction a the responsib9lty, of the th erector. Additional permanent bracing of the overall structure's the responsibility of e building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult ANSVfPil Quality Criteria, DSB-89 and BC511 Building Component _ne, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofno Drive,7777 Greenback La Madison, wl 53719. Citrus Heights, CA, Lane, S Job russruss ype city v loo TROV1019 B1 FINK 11 1 823223329 Job Reference (optional) Longfellow Lumber Co., Inc., Chita, Ce. 95928.7434, Adam Diet 6.200 s Jul 13 2005 M7ek Industries, Inc. Tue Oct 24 09:38:46 2006 Page 1 -1-6.0 ` 6-3-14 12-0-0. 17-8-2 24-0-0 256-0 1-6.0 6-3-14 5-8.2 58-2 6.3.14 1-6-0 Scale = 1:43.8 4x4 = 4 3x8 3x4 = 3x4 = 3x4 = 8-2-9 7.6-13 8.2-9 Plate Offsets (X,Y): [2:0-4-2,0-1-81 [3:0-M.0-0-01. [4:0-0-0 0-0-01 [5:0 -".0 -MI, [6:0-4-2.0-1-8 [8'0-0 0 0 0-01 [10 0 0-0 0 0 01 LOA(Ps37 TCLL 0 SPACING 2-0-0 CSI DEFL in (loc) I/deb Ud PLATES GRIP (Roof Snow --37.0) Plates Increase 1.15 TC 0.64 Vert(LL) -0.11 10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.22 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.06 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 97 lb LUMBER BRACING TOP CHORD 2 X 4 OF N0.1&Btr G TOP CHORD Sheathed or 3-8-7 oc purlins. BOT CHORD 2 X 4 OF NO.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 bracing. WEBS 2X4OFStd G oc REACTIONS (Ib/size) 2=1435/0-3-8,6=1435/0-3-8 Max Horz2=8(load case 6) Max Uplift2=-19(load case 7), 6=-19(load case 7) Max Grav2=1502(load case 2), 6=1502(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-2363/0, 3-4=-2024/42, 4-5=-2024/42, 5-6=-2363/0, 6-7=0/47 BOT CHORD 2-10=0/2169,9-10=0/1487,8-9=0/1487,6-8=012169 WEBS 3-10=607/5,4-10=-28/743, 4-8=-28!743, 5-8=-607/5 NOTES 1) 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 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 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard �oQ?,pF ESS/ON9` S. TjNC F2 Of C 04 433 T. OF Iv 0 October 24,2006 A WARN7NO - Ver1/g d-ig. P.—.U- and READ NOTES ON 7X76 AND DICLDDSD r14TSR RSPSRSNCS PAGE MU 7473 BEFORE USS. . 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, or buiildin designer - not mass designer. Bracing shown ■ is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction isthe responsibilliryof the iTe k 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/TPI7 Quality Cr teda, DSB-89 and BC511 Building Component •m'er""..... ''- Safety Irdonnatien available from Truss Plate Institute. 583 D'Onofno Drive. Madison. WI 53719. 7777 Greenback Lane, Suite 109 C4nrs Heghis, CA. 95610 k4l 06d 4— 7/0 -0 2D California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax r Building Permit #.CSI - Oo 10 Under authority of Public Resources Code Section 4290 and 4291, Butte County Improvement Standards, and the California Building Code, the following items are required by CDF/Butte County Fire Department for all development located within Wildland-Urban Interface Fire Areas and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which exceed these standards. Public Resources Code 4290 ARTICLE 1. ADMINISTRATION 1272.00 Maintenance of Defensible Space Measures To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. ARTICLE 2. EMERGENCY ACCESS 1273.00. Intent Road and street networks, whether public or private, unless exempted under Section 1270.02(e), shall provide for safe access for emergency wildland fire equipment and civilian evacuation concurrently, and shall provide unobstructed traffic circulation during a wildfire emergency consistent with Sections 1273.00 through 1273.11. 1273.02 Roadway Surface The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades The grade for all driveways shall not exceed 15% without being paved. Grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. �I 1273.04 Roadway Radius (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. Revised 08/24/06 S A F E W Q U I R E M E N T S 1273.05 Roadway Turnarounds 1 Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1273.07 Roadway Structures (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. All bridges must be certified by a registered Civil Engineer. 1273.09. Dead -End Roads (a) The maximum length of a dead-end road, including all dead-end roads accessed from the dead-end road, shall not exceed the following cumulative lengths, regardless of the numbers of parcels served: parcels zoned for less than one acre 800 feet parcels zoned for 1 acre to 4.99 acres 1,320 feet parcels zoned for 5 acres to 19.99 acres 2,640 feet parcels zoned for 20 acres or larger 5,280 feet All lengths shall be measured from the edge of the roadway surface at the intersection that begins the road to the end of the road surface at the intersection that begins the road to the end of the road surface at its farthest point. Where a dead-end road crosses areas of differing zoned parcel sizes, requiring different length limits, the shortest allowable length shall apply. (b) Where parcels are zoned 5 acres or larger, turnarounds shall be provided at a maximum of 1320 foot intervals. (c) Each dead-end road shall have a turnaround constructed at its terminus. 1273.10 Driveways (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. Revised 08/24/06 2 1273.11 Gate Entrance (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. (c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning radius shall be used. ARTICLE 3. SIGNING AND BUILDING NUMBERING 1274.00. Intent To facilitate locating a fire and to avoid delays in response, all newly constructed or approved roads, street, and buildings shall be designated by names or numbers, posted on signs clearly visible and legible from the roadway. This section shall not restrict the size of letters of numbers appearing on street signs for other purposes. 1274.08. Addresses for Buildings All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09. Size of Letters, Numbers and Symbols for Addresses Size of letters, numbers and symbols for addresses shall be a minimum 3 inch letter height, 3/8 inch stroke, reflectorized, contrasting with the background color of the sign. 1274.10. Installation, Location and Visibility of Addresses (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. 'I (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. e (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. ARTICLE 4. EMERGENCY WATER STANDARDS 1275.00. Intent Emergency water for wildfire protection shall be available and accessible in quantities and locations specified in the statute and these regulations, in order to attack a wildfire or defend property from a wildfire. Such emergency water may be provided in a fire agency mobile water tender, or naturally occurring or man made containment structure, as long as the specified quantity is immediately available. Butte County Fire Department currently utilizes mobile water tenders to meet the emergency water for wildfire protection requirement. Revised 08/24/06 ARTICLE 5. FUEL MODIFICATION STANDARDS 1276.00 Intent To reduce the intensity of a wildfire by reducing the volume and density of flammable vegetation, the strategic siting of fuel modification and greenbelts shall provide: (1) increased safety for emergency fire equipment and evacuating civilians; (2) a point of attack or defense from a wildfire. 1276.01 Setback for Structure Defensible Space [ ] (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. x(b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. Same Practical Effect Requirements for buildings less then 30 feet from property line: NLA If the Building Setback is less then 30 feet from all property lines and/or the center of the road, the following shall be required: ✓ Class A roof ✓ Fully enclosed eaves on entire structure (December 5, 2005, per 2001 California Building Code 704A.2.3, fully enclosed eaves are required on all structures in any fire hazard severity zone within State Responsibility Areas, regardless of setback distance from the property line or center of roadway) ✓ Fire rated metal doors on side toward property line with insufficient setback ✓ Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. 1276.03 Greenbelt Subdivision and other developments, which propose greenbelt as a part of the development plan, shall locate said greenbelt strategically, as a separation between wildland fuels and structures. The locations shall be approved by the inspector. Public Resources Code 4291 A person that owns, leases, controls, operates, or maintains a building or structure in, upon, or adjoining any mountainous area, forest -covered lands, brush -covered lands, grass -covered lands, or any land that is covered with flammable material, shall at all times do all of the following: Rcvised 08/24/06 4 ;r (a) Maintain around and adjacent to the building or structure a firebreak made by removing and clearing away, for a distance of not less than 30 feet on each side of the building or structure or to the property line, whichever is nearer, all flammable vegetation or other combustible growth. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to any building or structure. I� (b) Maintain around and adjacent to the building or structure additional fire protection or firebreak made by removing all brush, flammable vegetation, or combustible growth that is located within 100 feet from the building or structure or to the property line or at a greater distance if required by state law, or local ordinance, rule, or regulation. Grass and other vegetation located more than 30, feet from the building or structure and less than 18 inches in height above the ground may be maintained where necessary to stabilize the soil and prevent erosion. This subdivision does not apply to single specimens of trees or 1I other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of �rapidly transmitting fire from other nearby vegetation to a dwelling or structure. t o 4 (c) Remove that portion of any tree that extends within 10 feet of the outlet of a chimney or stovepipe. ' (d) Maintain any tree adjacent to or overhanging a building free of dead or dying wood. (e) Maintain the roof of a structure free of leaves, needles, or other dead vegetative growth. (f) Prior to constructing a new building or structure or rebuilding a building or structure damaged by a fire in such an area, the construction or rebuilding of which requires a building permit, the owner shall obtain a certification from the local building official that the dwelling or structure, as proposed to be built, complies with all applicable state and local building standards, including those described in subdivision i (b) of Section 51189 of the Government Code, and shall provide a copy of the certification, upon request, to the insurer providing course of construction insurance coverage for the building or structure. Upon ii completion of the construction or rebuilding, the owner shall obtain from the local building official, a i copy of the final inspection report that demonstrates that the dwelling or structure was constructed in compliance with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the report, upon request, to the property insurance carrier that insures the dwelling or structure. 1� Butte County Improvement Standards Ij Installation of Fire Sprinklers If your property was part of a parcel split after September 1, 1991, you are required to install residential M fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 2001 California Building Code, December 5, 2005 704A.1 Roofing I 704A.1.1 General Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. u Revised 08/24/06 5 704A.1.2 Roof coverings % Where the roof profile allows a space between the roof and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys When provided, valley flashings shall be not less than 0.016 -inch (0.41mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of the valley. 704A.1.4 Roof gutters Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. 704A.2 Attic Ventilation 704A.2.1 General When required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, noncombustible wire mesh with '/4 inch (6mm) openings or its equivalent. 704A.2.2 Eave or cornice vents. Vents shall not be installed in eaves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. Fully enclosed eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition -resistant materials or noncombustible construction on the exposed underside. All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protplan.htmi ' N: 2 2 007 Date Revised 08/24/06 6 Darren Read Fire Protection Planning Y COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUI DING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall P?ov: for physically Heaters Slab handicapped Appliances Carport Conformance of ex. Gas Piping & Test Footings structure Temp. Gas Slab Final 5 ` Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing 7 2 TJ-- Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service i Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final ' DATE REMARKS OR CORRECTIONS i P \ St PERMIT NO. 2674-75B P E M MH UTIL. PERMIT NO. PERMIT EXPIRES DOWNER T.N. Halady 'CONTR. owner LOCATION (A.P. 64-71-20 ) 365 Masterson Way, Magalia (Lot 59, PP 2) r a i Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED Z oZ (Date) (Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive' — - OroviIIe, 10alifornia 95965 Telephone: 5;4-4541 APPLICATION AND PERMIT c2 4� 2 � / - 7J` Y _. X n� { Date 9 7� Signature of � bPerm//' a or ar/ Receipt No.�61,;_ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant the t3utte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BLIC WORKS ByDate_ wilding permit expires Date BUILDING Owner Q . SQ. FT. OCC. BUILDING VALUATION Mailing Address p Tel hone No. Fireplace Contractor Gr/��y- Total Valuation Mailing Address Permit Fee ter, p -y Plan Checking Fee&/or Penalty Telephone No. Permit Fee 6Z Building Address 3���d c� PLUMBING No. @ FEE . s PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. 6 —7%— o.Z D Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees W—C. I Sa i on Fire Dept. Fire Zone Use Permit Building sewer F 5.00 EQA I Plans Parkin Declaration Parcel ap 60' R/W Improvem is Lawn sprinkler system. 2.00 Bldg Rec'd Parcel Approval Pla s 000or proval Permit Fee NEW ® ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL INo.1 @ FEE PERMIT FILING FEE J$3.00 Main service incl. 1 meter Additional meters, each 1.00 — Single Family ❑ Duplex ❑ Mobil Home © Others ❑ Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures 'b ,1102 Receps., switches & fix outlets bal In CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F. A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the nhnvP-montinnorl f- inch+ire.. .. �......--- nrnn orfv TOTAL PERMIT FEE $ J This permit is hereby issued under the applicable provisions of _. X n� { Date 9 7� Signature of � bPerm//' a or ar/ Receipt No.�61,;_ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant the t3utte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BLIC WORKS ByDate_ wilding permit expires Date • d MH Ut11. PERMIT NO. 1875-75P 7 P j' E .a. M MH UTIL. ;PERMIT NO. 1, PERMIT EXPIRES OWNER Theador Tialaday h �CONTR. English John MH Sales, Pargdi gP )'LOCATION (A.P. 64-71-20 ) } ~ 365 Masterson Way, lot 59, PP#2, Magalia Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E j Temp. Gas Serv. Called PG&E JOB FINALED cp-2T 7-f (Date) (Signature) MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located wiiH required separation from lot lines and buildings and generally conform to plot plan? Yes No / 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes No 3. Are footings and supports properly sized, spaced, and braced as p approved plans? (Note possible variation at spring shackles.) (Sec 5082 & 5083) Yes No 4. Is the mobilehbine level? (Sec. 5088) Yes No 5. If more than a single unit,.are crossover connections properly installed? (Sec. 5088) Yes No 6. Water -A. Isfle ble connector of adequate size and properly installed.(1/2" ID min.)? (Sec. 5566) Yes No B. Test -'Does water piping withstand working pressure or 50 lbs..air test? Yes Nol C. B ow - c ac flow device and pressure -relief valve? Yes_ No 7. Wastes and Drains A.. Is -connection made with Schedule 40 DWV and have flex connectors at.each end? es No B. Does it have minimum k" per foot slope and is it properly supported? Yes No C. Are any leaks detected in drainage system after running gallons of water through each fixture including washing machine standpipe?', .Yes No D. If S tate of Ca i orn does station have Yes No. 8; Gas Piping.and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least'as. barge as the mobilehome gas line inlet without re actions other than the mobilehome connector. Yes No .B. Test OK as per following procedure? Yes_ No 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. ._ 3. Air test with manometer to 10"-14" water column,. or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments_. Test for 10 min, without drop. 4. Connect gas meter to mobilehome.with connector, t n on gas, test connections with soapy water. C. Are all appliance.vents properly installed? Yes No 9. ...Electrical ...-...-_._.,'. _...._.. __.__.._.._._..__e...r .;. A. .Is service .large enough to'provide adequ2;te amperage-to'mobilehome (must equal r ting.of mobilehome with a minimum of 1 amp) and other facilities on lot, i.e., water puumm \, garage, cabana, etc.? Yes No / B. Is there proper clearances around panels? Yes No C. Is power supply cord or feeder assembly properly fused? Yes D. Is continuity test satisfactory as per the following procedure? Yes No 1. De -energize electrical wiring system of the mobilehome at the.pedestal. 2. Make sure that the power supply cord or feeder assembly conductors, including neutral canductor, have been disconnected. 3. S% itch all breakers and switches in the mobilehome to the "on" position.. 4. Ccnnect one lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. 5. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may beapproved for energizing. 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and'tag services. MOBILEHOME DATA Manufacturer and/or Namestyle .9'Jb �e,,z- 1=.-A Length Width Vehicle Serial No. �/ r�-C/ State Identif_cation No. -r Additional Information or Comments: I COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING — I BUILDING (Cont'd) I . PLUMBING Setback / f Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footing Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitati Patio FI EPLAC Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr: Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRE IONS ✓I COUNTY OF BUTTE DEPARTMENT OF PUBLIC WO S 7 County Center Driye — droville, California 95965 v Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. / Date Signature offPermiitteeee or Agent Receipt No. 4—ZO 7 4 - White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF AUBLIC WORKS By Date �' ~ 7 �^ Vulldin'g permit expires Date BUILDIN Owner T O A Y SQ. FT. OCC. BUILDING VAL0ATION Mailing Address Telephone No. Fireplace Contractor S ,91 57A 5Zot6l Valuation Mailing Address�^ Q Permit Fee Plan Checking Fee &/or Penalty /JA fe T �h_ne No. 7 Permit Fee Building Address O W v NA L =� PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 V6. 0 U Each gas water heater or vent 1.50 _ A. P. No. �� U R n� Gas piping system 1 - 5 outlets 1.50 .Q Each additional outlet .30 Fe Wee' Sa i Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Parcel Plans Declaration Parcel Ma p 60' R/W Improvements p Lawn sprinkler system 2.00 Bldg. Plans Recd Par approval P Approval Permit Fee $ z� NEW ❑ ADDITION ❑ UTILITIES � OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) — Single Family ❑ Duplex ❑ Mobil.Home Others ❑ Range, Cook -top or Oven 1.00 . S Water Heater or Space Heater 1.00 Light fixtures 2 L S' _ Receps., switches & fix outlets Eb CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: CPUG L_I_C P d011) er �• SIS Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 /� License No. 2& �6 7 Classification d6 1 Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. / Date Signature offPermiitteeee or Agent Receipt No. 4—ZO 7 4 - White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF AUBLIC WORKS By Date �' ~ 7 �^ Vulldin'g permit expires Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WOO O K CP 7 County Center Drive - Oroville, California 95965 Tel ephorie: 534-4541 APPLICATION AND PERMIT 1JW-7f;-F- authorize representatives of the County of Butte to enter upon the above -menti ned property for inspection purposes. 6ZLe2Z ate Signature of Permitee or Agent Receipt No.,/ .09_5—�� White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date I3fijFA*9 permit expires Date _ ��z .Z/% E BUILDING Owner �/��oo�O2 ��L 5 SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor 414 �_,(p/q K Sl., Total Valuation � Mailing Address .:5%Kofi C.L K Permit Fee Plan Checking Fee&/or Penalty !�5 Telephone N Permit Fee Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 s Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. — -- 2 b Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 W. IT 9trrtMmTrm Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQ Parking Parcel eclaration Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 BIP an ec Parcel pprovol Plans Approval Permit Fee $ $ N ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter _ Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) — Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures b0 (d2 Receps., switches & fix outlets 20 P2 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner_ or heat pump Water pump Mobil Home Facilities 5.00 5V®0 e'1_,V4%Zk- `'cr�r or Temp. Power Pole 5.00 License No. 2.6 � 7 Classification C Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ Is MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑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 Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby ZX, g /o A TOTAL PERMIT FEE authorize representatives of the County of Butte to enter upon the above -menti ned property for inspection purposes. 6ZLe2Z ate Signature of Permitee or Agent Receipt No.,/ .09_5—�� White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date I3fijFA*9 permit expires Date _ ��z .Z/% E 44 rt v/1 Is - i 1ti `C o l -'I CSL.. � � G $ O . f ; 7' -7 a ! 4 8 'K : This sed. of plans and-SpeCifications MUST -be #! kept on, the job at oll'times -chd it is unlawful to 1�. r Mate any cl,c,nges of al'��i; s+ions on some without rVr,;rFter� pen�'Spif#4 'on frgr the pepartrnent ofu�ilic Wvrks,''oun IN ' ' I ° The t� t Setback Aoll be t ft, ftorn tr #!;s side ro .3 y�'I�no and 50 it. from,' t}�c con erlin ofAl r. !J ; o cad, permitting. '' 40 a axir f # ri? 9.2 ft, eove,overho-lig. f cy • ( � ..�.,._... , . • • C ' BUTI`E COUNTY a BUILD! NG DEPARTMENT PRR (( Nom ' ; Pim 0� ,oSubmiIle9. CA ff(A j _ . �• •, _ .,vtl.Char l� � s �,vsrall��I I ,• �� _ *' m o. 3 0 0 44 •r•I •r1 W U W W o r+ r-♦ r( a) , It o0 ( II o -d- C � LOIc, A r4 .. a w �+ a � 0 p U O � 0 U U l� MOBILEHOME INSTALLATION INFORPiATION SHEET Street or Driveway 5'. I I Mobillhome Cdidth = y� ro (l N (n aj O 1+ v 44 a) N ro u O O O CA '� �4 b J rd N N a) N O O m w G 0 a) P O (U [n r1 •r1 -H W p Cl ,a U ro • cd}/ (n (n M d ro A 11 O P. O a) a 1' E': u O a/ '0 • z u •d b 0' In 4 El V a 'Ra) •,� o a) T •r4 u u u ro 0 0 P O 0 o z z 0 P N U N •H rs. a1 p "i 1� a) O >. O O b > C*J O S4 H u 0) •H r-1 .L: d-( U U a) -H O W a1 u X ca rl 0 p •r-4 p a) •rI G H H O ro 4J M 1.( W U 00 d) O N -H H U G 1•+ " ;, O `24 on P •r{ •r{ 10.10 a) rq ro .•r+ a) •r4 W b r-1 +-( 0 0 t✓ 0 x W a) 0� m .0 P. ro u (n o G G u 0 N aai 0 w v CO 0) 0 0 0 COO CO (1)•r4 P 0 � o 0 0 0 u z a.4z> wuP-10 z coca.=caa. H z r -I N M In %D h 00 +J r1 P. o ..�o Cd 44 tjj u P. o •b°o W uP•r1 o Op r-7 •rl T i a) (n 1-1 3 rl H 4j 4J 1-( O orJ O\ II' pq 0 G 0 .._j0� U 1.;a; O w O \a 3+ O (L) o u (1) 0 u a M 0 .y >• rn O (1) E� P tn vi 4J (n n H fn .N v) 0 .0 r -4m O 0 •H a) 1 0 0 r-1 0 a) ro (1) ,j •ri W 10 'O v' u P O r .0 'o r-( u >•I O 3 iii r. 4J a) P. O � N v U O 't7 0 Hr+ r ° . •u " no ar a) b ." � 4) 'ti .0 .0 .0 hu o ? H A N N W r•1 .0 ca to0 a) rl a� �+ • N -A • H 0 .0 -J a) W o W W U I N x H r- N. to 0 U 4) � ,_ 1 m a) o .0 r 'rq 4.) b D, z a) 3p m u p D, o' O J( rl !+. C) O a) 0� r .0 r1 cd O O r 1 Z a) p ri (n •r4 W cn N P . 7, cid vai ro 1 u T U 0 a) P -H r -i 'u o 44 T .0 r-♦ r•1 rl ri 4J N u Cl Z W •H P •r1 ro m .0 p -Ha •r1 41 rq W u 4.j�� (b � o aP (fid 4� [0 U O -7. N a) H �+ P. u co m cd d_ 0 01 W 0 •r♦ 0 cn to -i f; a) r-1 •H a) g (L) M N p ro )+ .c 4_1 H A P. •� �%, H P+ roD+WUwCr4C90p 4..). H, 7 LA 1-- 00. & I If n I its �4 ADDITIONAL COM1i1L7_dTS Drain Connector, Describe___ Water Connector, Describe r -_-, _t>_ c2 LO,O BEARING SUPPORT AND 100TING INFORMATION Pier Spacing Used Maximum Pier Load S m Maximum Column Load (multi -units only) Soil Bearing Capacity. U C9 Footing Dimension Us( -d -- TYPE OF PIER. USED Steel Concrete Concrete Block Other - TYPE OF FOOTING MAT RIAL USED r� Pressure Treated Wood Concrete Redwood (Grade) Other Approved Type LOAD BEARING SUPPORTS BUTTE COUNTY 9UIV SING DEPARTMENT.i' In APPROVED feint G 01 ' "A'SION - EULID slate:.._. pv4k1r)g1___ Landscaping z. ot NOTE: DEL ORO WATER -WATER METER -GENERAL SLOPE Of PROPERTY o\ V,3 \ �\ 20 -01' FO��0 .1 PaPLACE*,ENT M,, 1200 A T NK C? b L. _j 00 15' ---.100' LOOPED SYSTEM . TF,1f-PLf ROCK EXISTING (9 4L DRIVEWAY ' 0, BUTTE COUNTY B I U ILI NG, Dk Owner: 6puerrc MA5T,,,EP,50N WAY BP# APN:— /0 FILE COPY SCALE 1 ".7 10'-0' zo �JU2 omo6 P40-- i P! 6 P40-- 0 cs m con u �a. "n, C") 0 04 10 9 d ? FL co g o l F-TE: 10-5-06 WARNING ! �gg@ SUMMARY SHEET -GUIDE FOR HANDLING, INST+ALLING AND BRACING OF METAL ASE CONNECTED WOOD TRUSSES GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify Los lasses no estan marcados de ning6n modo que the frequency or location of temporary bracing. identifique la frecuencia o localizad6n de IDs arriostres Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo, installing and temporary bracing of trusses. instalaci6n y arriostre temporal de los lasses. Vea el faUefg Refer to BCSI 1-03 Guide [o Good Practice far BCSI 1-03 Guia de Buena Practim Dara el Mane1o. Instaladtn Handling. Installing & Bracing of Metal Plate y Ardostre de IDs Tmsses de Madera ponectedos on Connected Wood Trusses for more detailed Playas de Metaloara para mayor infornad6n. information. Truss Design Drawings may specify locations of Los dibujos de diseno de los trusses pueden especificar permanent bracing on Individual compression las localizadones de los arriostres pernanentes en los members. Refer to the BGSI-83 Summary miembros individuales en compresi6n. Vea la hoja Limen Sheet -Web Member Permanent Bracing/Web BCSI.83 Data IDS arriostres pennanentes y refuerzos de los Reinforcement for more information. All other miembros secundarios (webs) para mayor informad6n. EI permanent bracing design is the responsibility recto de arriostres permanentes son la responsabilidad del of the Building Designer. Disenador del Edifido. Q 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, instalad6n y arriostre inadecuados, puede ser la ca(da de la estructura o aun peor, muertos o heridos. Banding and truss plates have sharp edges. Wear Q gloves when handling and safety glasses when �yao cutting banding. t` Empaques y placas de metal tienen bordes afilados. Use guantes y lentes protectores cuando torte los empaques. HANDLING — MANEJO QAllow no more No permit@ mas ® Use special care in Utilice cuidado than 3" of defiec- de 3 pulgadas de windy weather or especial en dias don for every 10' pandeo por sada 10 near power lines ventosos o cerca de of span. pies de tramo, and airports. cables el6ctricos o de aeropuertos. ra ICY Spreader bar for h truss bundles @•max. op�po 0 0 J• 1-7f Check banding Revise los empaques IJ prior to moving antes de mover los bundles. paquetes de trusses. ® Avoid lateral bending. — Evite la fiext6n lateral. 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 I_Nia`11� li E'E-Z 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 Berra por Una semana o mas deben ser elevados con bloques a sada 8 o 10 pies. f'7f For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amlento por mayor Vempo, cubra los paquetes para prevenir aumento de humedad pero permita ventllaci6n. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. terra desigual. HAND ERECTION — LEVANTAMIENTO A-MANO QTrusses 20' or ;%`; ; - Trusses 30' or _'5 less, support r less, support at1 - at peak. quarter points. t Levante Levante de del pito los los cuartos trusses de 20 di tram0 los pies o menos. trusses de 30 F Trusses up to 20' i I pies o menos. I Trusses up to 30' Trusses hasty 20 pies ruses hasty 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 posicl6n con la grua hasta que el arriostre temporal est6 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 Dies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DELEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx.1/2 Tagil truss length �I �TUSSIESUPTO30' TRUSSES HASTA 30 PIES Toe -in �\ �i y / T� oe-in Spreader bar 1/2 to —0-I 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar JA above or stiffback 10' O.C. coax. mid -height 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- y tion and Temporary Bradno for more information. Vea el res6men BCSI-82 - Instalaci6n de Trusses 4 y Arriostre Temporal para mayor inforad6n. Do not walk on unbraced trusses. No camine en trusses sueltos. 1-7f Locate ground braces for first truss directly IJ in line with all rows of to chord temporary P P ry lateral bracing. Coloque los arriostres de Berra para el primer truss directamente en Ilnea con cada Una de las filas de arrlostres laterales temporales de la cuerda superior. Brace first truss well 4 before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) min. BR.A►CING 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 Es aciamlento 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 80pies* 4 pies maximo •Consult a Professional Engineer for trusses longer than . // � *Consulte a un ingeniero para trusses de mas de 60 pies. See BCSI-B2 for=LB options. de TCTILB. ® C BCSI-B6 Sheet - . r d Frame Bracing. I'7f Repeat diagonal braces. esumer LJ - Arios[reRepita los arrlostres terminal diagonales. cho a dos 1 7f Set first five trusses with spacer pieces, then add diagonals. Repeat U process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita Este procedlmiento en grupos de cuatro trusses hasta que todos los trusses estdn Instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12'length lapped over two trusses. , Diagonal braces every 10 truss spaces (20' max.) r 10'-15' max. Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal \�every 1 truss spaces 1 1 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 ©Refer to BCSI-67 Maximum lateral brace spacing Summary Sheet 10' o.c. for 3x2 chords Temoorary and 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing I0' of 15 r every 15 truss for Parallel Chord spaces (30' max.) Tri for more information. Vea el res6men BCSI-B7 - An iostre temporal v_ permanence de The end diagonal trusses de cuerdas brace for cantilevered jparalela para mayor trusses must be placed Lateral braces inforad6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING — INSTALACION Gypsum Board 12" for Out -of -Plane. — Tolerancias para Fuera-de-Plano. 16" Asphalt Shingles QTolerances ~ Length —►I M� Bow Max. Bow Max. Bow Truss Length 5 r 5 / Len ih —► - - -- g �' Length 3/4° 12.5' Max. Bow 7/8° 14.6' QTolerances for D/50 D (ft.) 1° 16.7' Out -of -Plumb. T"I 1/4" 1' 1-1/8° 18.8' Tolerancias para 1/2° 2' 1-1/4° 20.8' Fuera-de-Plomada. 1-3/8° 22.9' 3/4° 3'ob J:umb 1° 4' ° 50'1-1/4" 5' 1-3/4° 2D/50 max 1-1/2" 6 2° 1 233.3' 1-3/4° F7' 2" 1 2 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION ® 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 estdn colocados en fora apropfada y Segura. Do not exceed maximum stadf heights. Refer to BCSI-B4 Summary Sheet - Construction Loadino for more information. No exceda las maximas alturas recomendadas. Vea el res6men BCSI-84 Carga de Construcci6n para mayor inforad6n. Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block B•' Clay Tile 3-4 tiles high GDo not overload small groups or single trusses. No sobrecargue pequefios grupos o trusses individuates. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. Position loads over load bearing walls. 171 Coloque las cargas sobre las paredes soportantes. f ALTERATIONS — ALTERACIONES © Refer to BCSI-85 Summary Sheet - Truss Damage 3obsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Dartos de trussesModificaciones en la Obra y Errores de Instalad6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembro estructura] de los trusses, a memos que est6 especamente peritido cifien el albugo del diseno del truss. © Trusses that have been overloaded during construction or altered without the Truss Manufacturers 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 autorizad6n previa del Fabricante de Trusses, pueden reducir o eliminar la garanda del Fabricante de Trusses. NOTE: The Trus Manufacturer and Truss Designer must rely on are fad that the Contractor and krone operator (if applicable) are ca- pable to undertake the work they haw: agreed to do on a particular project. The Contractor should seek and required assistance regarding construction practices from a competent party. The mettrods and procedures outlined are Intended to ensure that the werall oonsb udbn techniques employed will put floor and met trusses Into place SAFELY. These remnmendatkxts for handling, Installing and bradm3 wood trusses are based upon the collective experience of leading technical personnel In the wood truss Industry, but must, due to the nature of responsibilities ImNed, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor. It Is not Intended that these recommendations be Interpreted as superior to any design specification (pro ded by either an Architect, Engineer, the Building Design the Erectlon/tnstallation Contractor or otherwise) for handling, Installing and bracing wood trusses and It does rot preclude the use of other equivalent methods for bradng and ft o ldmg stability for the walls and columns as may be determined by the truss Eredlonfinstailation Contractor. Thus, the Wood Thus Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. I\I� WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise cane ° Madison, WI 53719 218 N. Lee St., Ste. 312 ° Alexandira, VA 22314 608/274-4849 • www.woodtruss.com 703/683.1010 ° www.tpinsLorg BIWARN11x17 20050501 W. 11 R�TiE X11 ��IA! HOI RE�0MEN DE LA (il1TA r)F RI•IF�A RRAC�TICA RnRn EL MANEJO, IN,�,TALACION Y ARR303TR1a DELOS TRUSSES Ut MAUEFtA CONEOTADOS CON �LACAS DE METAL