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040-260-074
040-260-074 01-1246 ORR, BARBARA qa (3 WACKER DR., DURHAM CONTR: UNKNOWN NSF �(r ��% 40-26-74 -149-90 HOPTOWIT, Barbara , S/S Wacker Dr, at end of rd, 'Durham Ag Exem t - on Perm' s ore -farm equipment) tis+� " . °All, 611 7 1 ti - 1: UQ �OuT Butte County Department of Development Services • BUILDING, PLANNING AND CODE ENFORCEMENT 7 County Center Drive, Oroville, CA 95965 •cOUN�• rj-% Main Phone (530)538-7661 Fax (530)538-2140 REQUEST FOR PERMIT COPIES Permits cannot be researched without an Assessor's Parcel Number and/or Address FORM NO INF -06 ** COPY FEE IS $.25 FOR THE FIRST PAGE AND $.06 FOR EACH ADDITIONAL PAGE. NOTE: Copies of building plans are riot covered by this request but instead are under California Health and Safety Code Section 19851-19853 and .requirewritten authorization from the property owner and the Registered Design Professional (RDP) before being duplicated and a separate. fee. ASSESSOR'S PARCEL NUMBER: ADDRESS: COPIES OF: o Permits ❑ Other:. Everything Contact Name: 040- QL CONTACT INFORMATION BUM COUNTY JUL 2:5 201t Mailing Address: opNT IkSERVICES •� Contact Number: "734 - 35 5; Us Fax Number: Contact Email Address: *******THIS AREA FOR OFFICE USE ONLY******* Completed by: Date Completed: Amount Due: Customer. Notified by: ❑Mail ❑Email .Phone Date Contacted:.' I • -X7 I I K:\NEW_WEBSITE\Building\Building Forms & Documents\In progress not approved\INF-06 Request for copies 4.5.1 l.doc Page 1 of I NOTES RESIDENTIAL 040-260=074 01-1246 ORR, BARBARA 9a 13 WACKER DR., DURHAM CONTR: UNKNOWN' NSF 9- Lnr R - -L9.VM . ,�,v L - k/, i f OFFICE COPY I - i r Address I I IGAS Meter By Date ELECTRIC Meter By Date JOB FINALED Signature J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (: Date nderfloor (Plans) OK except #'s Date iV�Zoqjng tgtvlain; Soils-Elec. Grnd.-/t /" Ftg. Depth Garage; Soils-Steel-Elec. Grnd.-// /" Ftg. Depth 4. Ftg., orches & Decks; Soils -Steel-/ P' Fig. Depth tteenye.-d(s, Main; Steel-Blockouts-Wrapped lam/ �p/ste3,11a'lls, Garage; Steel-Blockouts-Wrapped Ca-4old Downs and Special Anchors 7. Slab, Steel -Wrapped 8. P' rs-Fireplace Ftg.-Steel . D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test l l 10. UF, Gas Pipe; Size Anchors - Ya s Piping; Size Test 4 -Sate Pipe; Test -Anchors -Regulator -Service Test -42, Electric .12—PJPAums & Ducts; Clearance -Material -Support -Ins. Gjcders-Sills-Anchor Bolts -Joists -Vents -Cripples Access & Ventilation 16. Insulation Date ��- (j� Card B-1 Date Card B-1 Date Card B-1 V tf Date Card B-1 Date P ING (Permit) OK except #'s 1 W Htr.; Vent -Access -Combustion Air Baffle at e; Test & Anchor -Nail Protection D.W.V.' Fittings & Anchor -Nail Protection r an; Test, First Floor -Tub Access lam/ est Tub & Shower, Second Floor -Tub Access 22. Gas Pipe: Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elect eceptacles Spacing -Lights & Switches at Doors aM Ro Installed Close to Edge of Studs & C.J. uip. Ground made up w/Meth Fasteners -Bo as & W 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. feed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Range circle/ IV/ g C I.Oven Circ. / / ga Cu or At Insulated Neutral s Q No 31. Service- iser Conductors & Ground Main Disconnect 32. E ip. earances Panels-Motors-Mech. Equip. C hes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M PHCAL (Permit) OK except #'s ucts Insulation & Support eBpKan, Exhaust above insulation 7 ensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s illvProper Materials & Anchors 4 all s -Nailing Spacing & Braces -Plates -Sound ng Walls over Girders & Floor Nailing CIOAUrratt Stop in Walls (rat proof) 4 re ops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & -Bearing— Single & Duplex) Date oe FRAMING (Continued) 6 angers -Post Caps -Anchors -Connectors 47. ClirmKJoist-Rttr. Ties- Purlin-Roft Brac.-Truss-Shting.-Rfng. 4&--1e,' ace Ties or Type A Flue -Fireplace Throat Clearance is Ac ess; Size & Romex Protection -Draft Stop -Ins. Baffles Bdjoryimndows or Exiting Doors -Sill Ht. & Dimensions ge Fire Protection Framing _1911erty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stair idth-Headroom-Rise-Run-Landing-Fire Protection ywood on Roof Overhang -Attic Vents -Rafter Outriggers 6 O,/ co sh• ip Screed -Fd. Vents-Underflr. Access GI in ea -Glass Protection -Skylights -Plastic 56--shelfr Walls; Nailing -Bolts • .G Br Interior/Exterior Wall Panels �O In tion -Walls -Ceilings Infiltration -Walls• Windows 4,1 Date /,Y,,/ g p•/ Gard -6-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FI L (Plans) OK except #'s E . teps-Door & Sidelight Protection -Landings 01— S e Detector urnac ents-clearance-Comb. Air -Connector - In rage; Above Floor -Ducts -Meeh. Protection %4-1G.F t: & th Fixtures & Tub Access -Spa le rim & Subpanel, Breaker Sizes & Labels St & Rails �IOFiregjaf5j or Stove, Clearance -Hearth 7 e utleis at Wood Panel, Int. & Ext. it ix & Appliance; Ground -Air Gap -Cooking Clearance Outlets & Receptacles at Kit. Counter Garage FW6' Door; Swing -Landing -Closure 75. A.0 uct in Garage -Damper U14tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in ge; Above Floor -Meth. Protection Ib., c. & Mech. Equip. List d for Location ec. Re ePtacles in Gara (F.F.I.)-Ramex Protection 79. InS ion -Foam -L din Attic u ails & Deck Construction -Post Caps dn. VBents & Crawl Hole Doo rainage & Wood -Earth Clearance Looked under F or p Yes 82. gFnllowing Instld./Drive s J No/Walks VKs 7i No/Planters: es J No LI. fi3{. Stuccq,Brown-Finish / 44.A<. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. WajW�Well, Disconnect, Electrical, Plumbing Trim, G.F.I. Rec roughout House `1t7B!Co ctions from Previous Inspections Gas T -Met rs Tagged, Gas -Electric ater wer Connected -C/O to Grade -HD Approval s4kcy Compliance Certificate -Other Certificates Address Posted Date Card B-1 Date Card B-1 Dat; Card B-1 Date Card B-1 Dat [ . T Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PRMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ©/ -z2 ASSESSOR PARCEL NUMBER 040-260-074 ZONING BUILDING PERMIT OWNE01ZR BARBARA TELEPHONE TELEPHONE SO• FT. OCC. BUILDING VALUATION OWNI3i5 MAIU ADDRESSi_-_2029 i1 1 CANYON OAKS cA95928 459 967 -nn 2344 R 126,576 CONTUNKNOWN RACTOR'S NAME HONE -no 809 11 14,4qn-nn CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER M. CAPREAL LICENSE NO. 22907 Flln Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 1743 MUL.B10iY CHICO CA 95928 Permit Fee $ Pian Checking Fee $ BUILDING ADDRESS WACKER DRIVE DURHAM Energy Plan Checking Fee $ $ PERMIT FEE S 1381.15 LOTNO. SUBDNi510N•SNAME "I PLUMBING PERMIT Fling Fee 20.00 USE�7OFSTRUCTURE SF V Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ]7 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: N_qF Each as water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 is 00 Building sewer 15.00 15 00 Mobile Home IS I GI WF @20.00 PERMIT FEE $ 178.00 ELECTRICAL PERMIT Fling Fee 20.00 600V OR LES Main Service 20.AORLE:S 23.0023.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 herebyaffirm under penalty of perjury that I am exempt from the Contractors License P KY P 1 ry P Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. as owner of the property, am exclusively contracting with licensed contractors to construct the project. fl I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation f one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shallOcc not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the orkers' compensation provisions of section 3700 of the Labor Code, I shall orthwith comply with those ions. Date OQ Signature of Applicant - Owner ❑Contractor ❑ Age An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( a ACC. BLDS. 3.5,0LFT_- 110.22 NEW CONS MULTI.OLITLET @7.50 NON-RESID. AP=US 8 P. LE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BA20 @ I.00 Ex. Occup. 070APOR 070 ESLD. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 155.22 MECHANICAL PERMIT Filing Fee 20.00 Heating 20.00 Cooling 20.00 Hood 6.50 6.50 Ventilation 3 4.50 13.50 PERMIT FEE $ 80.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00. 11, CONST. TVA OTAL FE $ VN HAZ. D, IMPX c PAX PAgCEL ISSu POI This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for w ich fees have been By /Date PERMIT EXPIRES ON provisions to do work paid. -2* to ReceiptNo. 5 ? •- IAO 71 WHITE•D.D.S.- . S OR PINK -INSPECTOR GOLDENROD -APPLICANT .......':; ...COUNTY OF BUTTE ...... , . , BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 t> 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 0W. / C OWNER PERMIT NO.. :fh A routine fnsp�ction indicates that the following violations of butte county Ordinances exist at the above addre sand should be corrected. Please notice this office when correction of work is completed If you have any questions pertaining to this matter, or need additional explanation, Zpleasectact this office immediately. R G - f7loal . i'. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street •Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and shoul a corrected. Please notice this office when correction of work is completed. If you hav ny questions pertaining to this matter, or need additional explanation, please contact this ice immediately. Date v Inspector REV 10192 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA,- (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and hould be corrected. Please notice this office when correction of work 1. if Y:n If yo completei and any questions pertaining to this matter, or need additional explanation, is is of please conta his office immediately. '7 7W/V h -r Date Inspector REV 10/92 i CERTIFICATION OF INSULATION gDDREµSS , ..AtiCT1. A aSAGt�N7�;,�4 T(ONrC�ON7FtAC7'O � �'., LOT # ,/` ha ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 UC. #202026 1309 MELODY ROAD, MARYSVILLE. CA 95901 LIC. #202026 V ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 UC. #202026 P.O. BOX 1631, RENO, NV89505LIC.#10675 qp�I//J.)❑ � VQV3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 (I V v DATE I SU A ION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) . • 'Y TYPEOFINStYLAT10N� z R 'TYpEOF INSUt_ TION yW y rTYPEO�tNSl1LAT10N' i"" T� .• .., ._ r MATERIAL FIBERGLASS MATERIAL FIBERGLASS � MATERIAL FIBERGLASS FORM I BATTS FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. t;M/1NtlFl►tµillRER; W. iANUF�CTiJRER$s��'r 'MANFACTiRER " OCF OCF OCF BAGS ' A1rALUE " "• MPl1ED4 xRY/LLUE INSTALLED t�QdESS INSTAI.i"EO. 1ss� APPLiEO' LINSTAS `_ uRYAL11E x ° APP11E0,, . THIgCNESS P k SS _ 5« a t a•wss2�evxsi , > x aw ::� .SOUARET _ . aaa. z I 31 to Rml KNEE iNAtiS�tF R 1/A4UE 1S OTHERTNANWALLS ABOVE��" Q� Fe'�-.�V`t�. 5'h*?�r __ �, et d. . �r ro� w,x, ..n Jna-SL n•.�.'a1 s..dN. ..e...�axU-a•�.• c>a......w,ec1__.., .a5dl,e.n .: s�. a a,%l —•. nA Pi+T,':cb.�°Cf MATERIAL { FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF -01�- 0 W7 MATERIAL� MANUFACTURER W R GRACE THlS lS TO CE iTiFl S ANDjOS='SEA ` ; #,IAS BEEN IPISTALILED' IN CONFORMANCE &AP*ftICBL CODE$ .GATE • SI NA U � L I nRM TITLE ,• MANAGER _ ._ O 17/0/ SIGNATURE L-GEWkAL�tONTRACTbR i TITLE DATE REMARKS: I i iI t 1 { White -,Builder copy, Green - Builder. copy, Yellow - Customer copy SIC -303' Pink - Attic copy, Gold File copy COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING -EXEMPTION PERMIT PERMIT NO. lg9--90 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL N0. ZONING O ER N .fes P NEN B i 7 aZ OWNER'S ADDRESS W o Y. LOCATION OF BUILDING 1000 ' esr- oh 2ic;C_ Z i USE BUILDING T ST SIZE OF STRUCTURE Z X --- _ 'Y F�U SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME % STEEL CONCRETE OTHER (Specify) TYPE OF SIDING . JC/Lc/ool� ROOF COVERING FLOOR TYPE T -- �, ESTIMATED COST OF CONSTRUCTION $ AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. In floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date / 411 ZA 90 Signature of Owner Permit Fee - $25.00 Receipt No. 7 31T 3 White - DPW, Yellow - Assessor, Pink - B.1., Goldenrod - Applicant The above described AG Building is e/empt from a building permit. Director of Public or s By 4(-0Date o WPARCEL/ P.D.. t ROOFIpIG J_/ ISSUE Director of Public or s By 4(-0Date o ` COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - QROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No.— OWNER Proposed Building Use Bui ing Inspector Date__! �2_ At time of permit application, I was advised the following data mus .be submitted prior to permit processing and/or issuance: �lAll items have been submitted . .................................... DATE RECEIVED APPROVED 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .............. .......................... . 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as fo ows: Mail wnr. Mail to contractor. Telephone -3�Z 3 L9al Id for pickup at /office. Deliver w/inspector. Other Applica e_/0. Copy of plans sent Health Dept., Fire Dept., Other Date The,following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by—phone---m counter by ..date Contractor, designer, owner, was advised of above required data by_phon all—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW COUNTY OF.BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE:. 916-538-7541 Barbara hoptowit 1190 Autumnwood Drive Chico, cA 95926 With reference to the above subject: L� Attached is: DATE. October 16, 1990 Permit appin #149-9OAgricultural ABPdj4Permit Exemption 40-26-74 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced �1 We need the following information: Permit application signed and completed where indicated with all copies returned.. Fees of $ payable to Butte County Treasurer. Certificate of Workmen.'s Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in.. Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: '196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, .Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement: �1 Prnnerty -_hn,.,n +.- �_ __ ----- ------•-•••�•-���+ w U1 LUJ. .CippiUVcl prior Lo construction and permit Should you have any questions concerning the above, please contact Rod Taylnr of this office. JFG/aj Yours very truly, William Cheff Director of Public Works Glander Chief Building Inspector COUNTY OF BUTTE - DEPARTMENT'OF.PUBLIC WORKS 7 County Center.Drive, Oroville, CA 95965 PHONE: 9167-538-7541 Barbara hoptowit .1190 Autumnwood Drive. Chico, cA 95926 With reference to the above subject: " Attached is: DATE October 16, 1990 ME' Permit appin #149-9OAgricult.ural AIVN Permit Exemption. 40-26-74 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome.Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER Lj We need the following information: Permit application signed and.completed,where indicated with ail.copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans .in , including plot plans. Plot.plans. in Structural details in Complete plans and calcs in. by registered engineer or architect. Energy design including Street and drainage improvement plan approval.froin Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval.from Butte County.Planning Department, 7 County Center Drive, .Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. OTHER Property shown subject to inntindation during 100 year flood on new FEMA maps, ftnuluieva=n m;iis e a ove t e 1UU year flood level-d-L-enuftm-d by . Elevation must ere lv Engineer with a filed reference level us for approva prior to construction and permit }SLritari`� . Should you have any questions concerning the above, please contact Rod Taylnr of this office. JFG/a j Yours very truly, William.Cheff Director of Public Works /f F. Glander Chief Building Inspector FEENEY ENGINEERING ROBERT J. FEENEY, CIVIL ENGINEER 389-C CONNORS COURT CHICO, CA 95926 Telephone: (530) 899-0409 Fax: (530) 899-0943 E-mail: Feeneyeng@aol.com Tom Loushine July 19, 2001 Division of Environmental Health Department of Public Health 411 Main Street P.O. Box 5364 Chico, CA 95927 Robert J. Feeney Civil Engineer 389-C Connors Court Chico, CA 95926 Subject: Application to construct a sewage disposal system located at Wacker Drive in Durham, AN 040-260-074 Tom: This letter is in regard to the Orr application to construct a sewage disposal system for a new residence. The property listed above has an existing septic system positioned at the proposed location of the new residence. The location of the proposed house has been changed so that the existing septic tank (abandoned) will sit under the concrete slab of the garage instead of directly under the footing. The location of the proposed septic system has also been altered to reflect the 50 foot required setback from the property lines. Please see the enclosed Site Plan for details. The existing septic system will be pumped and filled with 2 -sack slurry to support the new foundation. Please contact me if you have any questions. Thank you, Robert J. Fee y BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number'(s): QU 2(ap Property Owner (s): Project Location/Address: Subdivison Name: Assessable Square Footage: .- 2 3 q Ty e:,of l9psidential Deyel9p&t (eck one), - j ..,[�New Development Afteration/Addition Mobile Home (s) Non -Residential to Residential Comments - 0 'Di ion 'Represoint4i e Building;- ivis -.0ate..' 'a C e- Street has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93- 114 -by payment for. a34j square feet at $ 1.04 per 'square foot for a total payment of $Qt431.7' M. USE ONLY Plot Plan Anochad Floor Plan Atte • Sent to B.O. tj TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance i Owner Locati n AP# i Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for /�"f /�`rQ� Ape-lL M4 Final clearance O.K. for: NOTE: e Environmental Health Specialist 8/96 7 Date BUTTE COUNTY -SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number Jurisdiction: city County Property Owner T?a* ra n- Y_ Property Location/Address Subdivision Lot No. Resident!aI,.�ey"q 5 FootatJe `Supplehiffit5l to 060f �2 'I H A:dditiiY Mow e Home itio, (Group R) Units'* Installation Conversion Permit X " ........ .............................. *(No foundation inspection): Commercial/Industrial New Addftion Sq. Footage (including Exterior Roofed Areas) .749.0/ .. � Building Department Representative Date (Floor'Plans reviewed bySchool District Personnel) -.,.,.;D)sta Identification N6�...: A/4 School District certifies that' In lC y,46 -L 1Al2-f 6 (Applicant) 9,2i 3�_14 6- (Street Address) (Phone Number) 5 9 (City) (State) jZip Code) has complied with the requirements.of Resolution iw-4 by payment of $ qua squarest re t, FULL MITIGATION' School District Representat( b • Paid by Check Remarks: Notice: You m, protimt tlhWlt6p6sliion of the fees ident .'..Govemment Codasectloh*60201a);withif 90 caia: fqh you fronchallenging ftiMpostion-of -tim. fees, :6any ca .If, subsequent to the School District Represernativa; sig1hi. notified by the. 6pplicable. Lodal kanning Agency that this this project may . be subiect�to-.amtlorial *school fees to fu Date led ab6v,e'bj iu6rhittin, the g a writtep.protest to , -District; in :compilance with the date fees . a reI ,pa d. Failure to'submit a time[ tt, y wn an;p►otest"will prohibit, Me -66"e Co!jnty:.gchool6 Impact ,Fee. Certification. Form,'the. School District is *ojOci'id being 'r'ev!i6wed-undeif,'ihe Callicirnialin'vironmeintal Quality Act jCtOA), y mitigate4lis Impact on the -school. district'& ic'hools. White (applicant),.Y6116W (building department), Pink (school district) feeformAs 110/98)dmm j' AND WHEN RECORDED MAIL TO: 2 0 10 1— QJ 1 2 7 8 2 8 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE Recorded Official Records I REC FEE 1®, 00 OROVILLE, CA 95%5 County Of BUTTE I CONFORM ,00 CANDACE J. GRUBBS I Recorder I O 13 ROSEMARY DICKSON I Assistant I Shauna S 12:45PM 28 -Jun -2001 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required thisacknowledgment 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: See attached legal description Date PR�ERTY OWNERS: L. ORR State of California County of Butte On May 29, 2001 before me, Lucy A. Persha 11, notary personally appeared BARBARA L. ORR personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that helshe/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and offs ' seal Signa Seali LCY HALL A.P. # LUCY A. PERSHALL COMM. #.1259473 6) NOTARB� C CALIFORNIA 0 OUNTY MY COMM. EXPIRES Mr 3.2004 ' c ORDER NO. BU -187892 LP DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS.DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 3, AS .SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 9, 1979; IN BOOK 70 OF MAPS, AT PAGES) 18. APN 040-260-074-000 PARCEL II• A NON-EXCLUSIVE RIGHT OF WAY FOR INGRESS AND EGRESS AND PUBLIC UTILITY EASEMENT OVER PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 9, 1979, IN BOOK 70 OF MAPS, AT PAGE (S) 18. 1 PAGE 4 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. ,These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide %"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) Page 1 of 2 Owners Name: Ckr Building Permit Number: (91 —1'Z (P Plans Examiner: Martha Christy • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 250.6.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certifccate wiU also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. ❑ This parcel is located within the California Department of Forestry and Fire Protection area Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of 1_' from the side and 1Q_' from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: Orta Building Permit Number: l — Plans Examiner: Martha Christy COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER Orr A.P. # 0q0 PROPOSED BUILDING USE 5f,, D DATE RECEIPT # DATE REC ziBUILDING PERMIT FEES -- Balance Due ................ $ I o l- 9 3315`9 G j --Additional Fees Due ........... $ -- Additional Fees Due ........... $ - Revised Plan Checking Fee ....... $ c 2. SCHOOL DISTRICT FEES 44. aid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. �5.RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) • .. ..•a-.:wr-�-. r,s,�;r,yL:,�.�::;�nc�a�a�t•;q..,s�,�.s,:.,;y,�m�; p�,�l��ki.'��✓?Y.� s`r��'i�+'`'�".�,"'`iia'�'�'"yi�:�'�Z"%�'e.�i.i�:a6'se*�.., .x.. .,. .. .. ... �.:c .. `COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET LL OWNER: 6a r N ei ""- ('i ASSESSOR PARCEL NUMBER: Proposed Building Use: NeJ V,Building Inspector: A 6, Date: At time of permit application, I as advise the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- Ell- Plot plans, 3/4 sets, signed by the preparer of plans. ------ 113. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 0 5. ryftgineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- . Energy Design Compliance and supporting documentation. ------------------------------------------- 07. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form. ❑ Manufactured Home data and installation ' do includingTie Down Specifications .------------------ / sof $ - F- - ----=------------------------------------------------------------------- Impact fees as shown on the attached schedule.----------------------------------------------------------------. 12 California Department of Forestry plan approval/fees. --------------------------------------------------------- %e� food elevation certificate. 4---------------------------------------------------------------------------------- �} 4. Sanitation and plot plan approval E:� hi ( J Health Department.-FAA^ti— �--�' --- == ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: b IL (B) Parking: X718. Contact Land Development about El Improvements, 11Drainag� e`gal Parcel. �%i11'9. Encroachment Permit for driveway (construction approval prior to occupancy). -- 020. Pre -inspection for required. Request to Building Inspector on 112 1; Contractor's license information. (Number, Name Style, Classification). ------`=- ------------------------ ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 02 tter of signature authorization. /( L02S. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use -------------------------------------- 027. ------------------------=--------.❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: --------------- D ---------------- --------------- --------- - (Date) ;Cel youissue thLe�ermit pr7�ssasollows ❑Mail to owner, ❑ silt cor�tr&tphone 3 7 d+ �and hold for pickup at office. 11 Deli verinspectoi. S t-rzuLT- jLc� V l c1M —7111 /0 P ,°►PPli �� Date: _v Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, 13 Air Air Pollution Date: " Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: i' Date: By: 1. Index permit application for the above items numbered: I ' , l L+, '$ — ❑ Plan Check List , 2. Additional items required:N. Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by•❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building DIV15100 counter, by Date: Plans reviewed by: Mr Date: • •D k Plans approved by: Date: 7 1 Z� Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. SITE PLAN REVIEW APPLICATION Date: 6 —) — O 1 AN Q L) 0— ?_L 0— 0 7 . Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: (o , g A L Owners Name: D 2 2 - dal �3 A 2fa Owners Address: 3 C 1w y oly q c-; Telephone No.: 3Li Situs Address:1J'L )GC -`l2 Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ .Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally. Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date . Page 1 of ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ® 100 -Year Flood Plain: (See attached) • Flood Zone: A-6 • Flood Panel No.: • (> C— C Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A -" ) 0 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention . Subdivision Map Front Side O Side Street Rear .O Height Waterway N/A N/A. N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads. ❑ Sheriff ❑ Drainage ❑ . NCSP/CSA 87 ❑ Chico Urban Area — Road .❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------ Subdivision Map Special Fees ❑ Water Tender ❑, Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district .to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Deed of Reference:. Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No .❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply_with Old Subdivision•Lot Ordinance (Maps recorded prior to Book 17 of Maps: Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: -% (1) Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: 1 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed- to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan. must be .prepared by a registered civil .engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist. or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular. access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during. construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air. Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 r .bw:%%i is.: +.�`r�'`.l<{i/twi li«:iC::Zc •'v':w•%r;�.%.:;«.:�^,`.?:i��:�.':�:�::�:�::':.; ,.•.,-;,.,Y �:E � 4f SCt :�< :s � V�rs � ic:? •9r3 .5�%S •� %$ �' l:.:3 '��'.;f �<:%.3 �3`.:i ��O �7 :� . 2` d. � :>•�•i ix '3 •.:� ;`:� 4':3 si,: �., ni �{ .g: m: ff iF >,,;j :� 2,iN' i6 .., ... ,. •'Cis'+�:>+v.. . ,.. :: r....S""�•: : ....w.,:v:'w.:.+. r . ;:'�'a,!vY�/ �r'nC:i.�.;.i s4Y.s`fi:a:.{%..is>Y•y :.::............:r:.•...�.....: �:::.._:Y.; ....�....«:v.>:.ww�...>iw>..w«>.:a�a`r..'''.2".:>:.•:a:.:>:::.:c:.�..r«> :i jai>:a:`.M%:::':::»i::cc::z.::::.ss>;::::.'::i<. Attention Property Owner: An "owner -builder" building permit has been applied for in.your. name and bearing your signature. Please complete and return this information at your earliest. opportunity to avoid unnecessary. delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the 'major labor and materials for construction of the proposed roperty improvement : YES NO[ ). 2. I HAVE[HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to . provide the. proposed construction: NAME: ADDRESS: CITY: ' PHONE: CONTRACTOR'S LICENSE'NO. 4. I plan to provide portions of. this work,' but I have hired the -following .person,•to coordinate, supervise, and provide the major work: . NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO.": S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK - SIGNED: . PROPERTY OWNE SOCIAL SECURITY ER: DATE: NOTE: This owner -Builder Verification is required by Section 19831 and. 19832 of the California Health and Safety Code.. _ This verification must be completed and returned to our office before . we are permitted to issue the permit. OVER 4 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit: Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials 'and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you. wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building' permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are. not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained -by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please .complete the "Owner Builder Verification" on the reverse side of this form so that we can.'confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Singel. Micha4l C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety. Code. OVER �O�ttF� Butte County Department of Development Services : PLANNING AND CODE ENFORCEMENT County Center Drive, Oroville, CA 95965 •cOUN�• n� Main Phone (530)538-7601 Fax (530)538-2140 REQUEST FOR PERMIT COPIES Permits cannot be researched without an Assessor's Parcel Number and/or Address. FORM NO INF -06 ** COPY FEE IS $.25 FOR THE FIRST PAGE AND $.06 FOR EACH ADDITIONAL PAGE. NOTE: Copies of building plans are not covered by this request but instead are under California Health and Safety Code Section 19851-19853 and require written authorization from the property owner and the Registered. Design Professional (RDP) before being duplicated and a separate fee. ASSESSOR'S PARCEL NUMBER: 040- a� o — 0 [2 - COPIES COPIES OF: ❑ Permits ❑ Other: A Everything CONTACT INFORMATION BUTTE Contact Name: COUNTY L .2 5 2091 Mailing Address: OPAIENT ftSERVICES Contact Number: '734 - 3,55- (0 58 5 Fax Number: Contact Email Address: *******THIS AREA FOR OFFICE USE ONLY******* Completed by: ate Completed: I Amount Due t Customer Notified by: ❑Mail ❑Email VPhone Date Contacted: K:\NEW_WEBSITE\Building\Building Forms & Documents\In progress not approved\INF-06 Request for copies 4.5.1 l.doc Page 1 of 1 h SITE PLAN REVIEW APPLICATION Date: 6 -1- 0 AP# W Q- 2 b 0- Q Permit Number (if applicable) - 2,� (o APPLICANT INFORMATION Parcel Size: A L Owners Name: Owners Address: 3 C f:-,%" y O)V 0 592g Telephone No.: 3Li 3 - 2©2Cj Situs Address: ' Gil mak-- _ Proposed Use: Residential In New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally. Approved . ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By L�� Date 6- 1 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ® 100 -Year Flood Plain: (See attached) • Flood Zone: A-6 • ,.Flood Panel No.: D5'�-O C- Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 6 _) 0 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of.5 Zoning Code Streets & Highways Fire Prevention . Subdivision Map Front Side 0 Side Street Rear O Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of.5 i Applicable Development Fees: f% Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ . NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By El Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No .❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access []Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply_with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 M Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: _70 Page: 8 Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan. must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. _ The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Buildin.- Permit Site Plan Reviewl.doc Page 5 of 5 J Attention Property Owner: An "owner -builder" building permit has been applied for in your. name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposedroperty improvement: YES NO[ ]. 2. I HAVE HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with... the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY• PHONE: CONTRACTOR'S LICENSE NO. - 4. I plan to provide portions of this work, but I have hired the following person -to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons_ to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SE DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. _ This verification must be completed and returned to our office before. we are permitted to issue the permit. OVER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as `owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials -and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. r'- 1. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sc'arel Micha 1 C. Viei.-a, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER NOTES ILI _ � f t RESIDENTIAL 040-260-074 01-1246 ' ORR, BARBARA 9,31-3 WACKER DR., DURHAM CONTR: UNKNOWN NSF 14 v ■ . I SPECIAL CONDITIONS CHECKED �. BY. S' r. SRA ".` _ • , _ FLOOD CERTIFICATE REQ:' FIRE SPRINKLERS REQ.: x SPECIAL INSPECTION ITEMS VERIFY , USE PERMIT CONDITIONS 4SUB-STAN DARD�HOUSING LETTER OFFICE COPY a+ Address Tyx4i — GAS Date v Meter By J ELECTRIC t Meter By -- —_ Date t JOB FINALED Signature V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (S , Date Jdnderfloor (Plans) OK except #'s Ground made up w/Mech Fasteners -Ba., -as & W Zo!) ng -Setbacks -Easements -Flood -Slope tg/fvlain; Soils-Elec. Grnd.-/( /" Ftg. Depth ig., Garage; Soils-Steel-Elec. Grnd.-/4ZP' Ftg. Depth Date Date 4. Ftg., orches & Decks; Soils -Steel-/ P' Ftg. Depth Date tern Is, Main; Steel-Blockouts-Wrapped ells, Garage; Steel-Blockouts-Wrapped Service:.Riser Conductors & Ground Main Disconnect old Downs and Special Anchors 32. 7. Slab, Steel -Wrapped lam% 8. Dors-Fireplace Ftg.-Steel C hes Closet Light -Shower Light -Spa Light D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test l 10. UF, Gas Pipe; Size Anchors - Yarqpdos Piping; Size Test l ii1Water Pipe; Test -Anchors -Regulator -Service Test ingle & Duplex) Date FRAMING (Continued) 6 angers -Post Caps -Anchors -Connectors 47. Cli Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting. -Rfng. 48-1ei7polace Ties or Type A Flue -Fireplace Throat Clearance c Ac ess; Size & Romex Protection -Draft Stop -Ins. Baffles Bd . Vindows or Exiting Doors -Sill Ht. & Dimensions G ge Fire Protection Framing erty Line Firewall & Openings Owo"Pxt Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stair idth- Head room-Rise- Run- Land ing-Fire Protection Q,Pfyo'wood on Roof Overhang -Attic Vents -Rafter Outriggers a. Sid -Nailing Veneer coyftsh- ip Screed -Fd. Vents-Underflr. Access Ne,G, m ea -Glass Protection -Skylights -Plastic Walls; Nailing -Bolts Interior/Exterior Wall Panels Walls -Windows Date ftto o- G/ CPard`B-i Date Card B-1 Date Card B-1 `—_/ Date Card B-1 Date FI L (Plans) OK except #'s / E teos-Door & Sidelight Protection-Landinqs tT- S e Detector aso-furnac ents-clearance-Comb, Air -Connector - In ra e; Above Floor-Ducts-Mech. Protection e om Exiting FI,., & Path Fixtures & Tub Access -Spa eo-l-leo-.1frim & Suboanel. Breaker Sizes & Labels (!��S!,4kf & Rails (5:0rFireqja6,or Stove, Clearance -Hearth 7 e utlets at Wood Panel, Int. &Ext. t ix & Appliance; Ground -Air Gap -Cooking Clearance Outlets & Receptacles at Kit. Counter Garage F' a Door; Swing -Landing -Closure 75. A.0 uct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in G ge; Above Floor-Mech. Protection Ib., c. & Mech. Equip. Listed for Location ec. Receptacles in Gara (F.F.I.)-Romex Protection 79. Ins ion-Foam-Lcb LTd in Attic u Rails & Deck Construction -Post Caps elordn. VBents & Crawl Hole Doo rainage & Wood -Earth Clearance Looked under F or ❑ Yes 82. Following Instld./Drive LVrfs J No/Walks s J No/Planters _ es J No / &L4 . Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Wat ell, Disconnect, Electrical, Plumbing Exte r Elec. Trim, G.F.I. Receptacle -Underground tion Throuahout House 811.7 Gla ro ction < o coons from Previous Inspections GasT -Met rs Tagged, Gas -Electric ater ewer Connected -C/O to Grade -HD Approval 51�y Compliance Certificate -Other Certificates Address Posted _ Date " Card B-1 � Date Card B-1 Dat / Card B-1 Date Card B-1 XE 4KI Dat Card B-1 Date Card B-1 Comments at Final: A-& Electric Underground 12_13 ums & Ducts; Clearance -Material -Support -Ins. Ground made up w/Mech Fasteners -Ba., -as & W G' ers-Sills-Anchor Bolts -Joists- Vent s-Crippies Access & Ventilation 16. Insulation Date Date � C j Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date P ING (Permit) OK except #'s 1 . W Htr.; Vent -Access -Combustion Air Baffle at ice; Test & Anchor -Nail Protection Service:.Riser Conductors & Ground Main Disconnect D.W.V.' Fittings & Anchor Nail Protection 32. r Pan; Test, First Floor -Tub Access lam% est Tub & Shower, Second Floor -Tub Access C hes Closet Light -Shower Light -Spa Light 22. Gas Pipe; Sixe & Anchors Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Date 23. Fixture & Transformer Clearance -Ins. Protection Card B-1 Date Card B-1 24. Elec. eceptacles Spacing -Lights & Switches at Doors oxes & No. of Conductors Stapled ingle & Duplex) Date FRAMING (Continued) 6 angers -Post Caps -Anchors -Connectors 47. Cli Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting. -Rfng. 48-1ei7polace Ties or Type A Flue -Fireplace Throat Clearance c Ac ess; Size & Romex Protection -Draft Stop -Ins. Baffles Bd . Vindows or Exiting Doors -Sill Ht. & Dimensions G ge Fire Protection Framing erty Line Firewall & Openings Owo"Pxt Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stair idth- Head room-Rise- Run- Land ing-Fire Protection Q,Pfyo'wood on Roof Overhang -Attic Vents -Rafter Outriggers a. Sid -Nailing Veneer coyftsh- ip Screed -Fd. Vents-Underflr. Access Ne,G, m ea -Glass Protection -Skylights -Plastic Walls; Nailing -Bolts Interior/Exterior Wall Panels Walls -Windows Date ftto o- G/ CPard`B-i Date Card B-1 Date Card B-1 `—_/ Date Card B-1 Date FI L (Plans) OK except #'s / E teos-Door & Sidelight Protection-Landinqs tT- S e Detector aso-furnac ents-clearance-Comb, Air -Connector - In ra e; Above Floor-Ducts-Mech. Protection e om Exiting FI,., & Path Fixtures & Tub Access -Spa eo-l-leo-.1frim & Suboanel. Breaker Sizes & Labels (!��S!,4kf & Rails (5:0rFireqja6,or Stove, Clearance -Hearth 7 e utlets at Wood Panel, Int. &Ext. t ix & Appliance; Ground -Air Gap -Cooking Clearance Outlets & Receptacles at Kit. Counter Garage F' a Door; Swing -Landing -Closure 75. A.0 uct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in G ge; Above Floor-Mech. Protection Ib., c. & Mech. Equip. Listed for Location ec. Receptacles in Gara (F.F.I.)-Romex Protection 79. Ins ion-Foam-Lcb LTd in Attic u Rails & Deck Construction -Post Caps elordn. VBents & Crawl Hole Doo rainage & Wood -Earth Clearance Looked under F or ❑ Yes 82. Following Instld./Drive LVrfs J No/Walks s J No/Planters _ es J No / &L4 . Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Wat ell, Disconnect, Electrical, Plumbing Exte r Elec. Trim, G.F.I. Receptacle -Underground tion Throuahout House 811.7 Gla ro ction < o coons from Previous Inspections GasT -Met rs Tagged, Gas -Electric ater ewer Connected -C/O to Grade -HD Approval 51�y Compliance Certificate -Other Certificates Address Posted _ Date " Card B-1 � Date Card B-1 Dat / Card B-1 Date Card B-1 XE 4KI Dat Card B-1 Date Card B-1 Comments at Final: � . RV'Installed Close to Edge of Studs & C.J. 2tVu,p. Ground made up w/Mech Fasteners -Ba., -as & W 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. 5dCfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al Range Circle / / Q. VC 11' Oven Circ. / / ga Cu or At Insulated Neutral s O No 31. Service:.Riser Conductors & Ground Main Disconnect 32. E ip. earances Panels-Motors-Mech. Equip. C hes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B•1 Date Card B-1 Date Card B-1 Date M HA AL (Permit) OK except #'s ucts Insulation & Support e an, Exhaust above insulation 7 OW"Furnace-Vent ensate Drain & Overflow, Size & Grade Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F AMING (Permit) OK except #'s 11 roper Materials & Anchors 4 all s -Nailing Spacing & Braces -Plates -Sound ng Walls over Girders & Floor Nailing Kraft Stop in Walls (rat proof) 4 . re ops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing ingle & Duplex) Date FRAMING (Continued) 6 angers -Post Caps -Anchors -Connectors 47. Cli Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting. -Rfng. 48-1ei7polace Ties or Type A Flue -Fireplace Throat Clearance c Ac ess; Size & Romex Protection -Draft Stop -Ins. Baffles Bd . Vindows or Exiting Doors -Sill Ht. & Dimensions G ge Fire Protection Framing erty Line Firewall & Openings Owo"Pxt Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stair idth- Head room-Rise- Run- Land ing-Fire Protection Q,Pfyo'wood on Roof Overhang -Attic Vents -Rafter Outriggers a. Sid -Nailing Veneer coyftsh- ip Screed -Fd. Vents-Underflr. Access Ne,G, m ea -Glass Protection -Skylights -Plastic Walls; Nailing -Bolts Interior/Exterior Wall Panels Walls -Windows Date ftto o- G/ CPard`B-i Date Card B-1 Date Card B-1 `—_/ Date Card B-1 Date FI L (Plans) OK except #'s / E teos-Door & Sidelight Protection-Landinqs tT- S e Detector aso-furnac ents-clearance-Comb, Air -Connector - In ra e; Above Floor-Ducts-Mech. Protection e om Exiting FI,., & Path Fixtures & Tub Access -Spa eo-l-leo-.1frim & Suboanel. Breaker Sizes & Labels (!��S!,4kf & Rails (5:0rFireqja6,or Stove, Clearance -Hearth 7 e utlets at Wood Panel, Int. &Ext. t ix & Appliance; Ground -Air Gap -Cooking Clearance Outlets & Receptacles at Kit. Counter Garage F' a Door; Swing -Landing -Closure 75. A.0 uct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in G ge; Above Floor-Mech. Protection Ib., c. & Mech. Equip. Listed for Location ec. Receptacles in Gara (F.F.I.)-Romex Protection 79. Ins ion-Foam-Lcb LTd in Attic u Rails & Deck Construction -Post Caps elordn. VBents & Crawl Hole Doo rainage & Wood -Earth Clearance Looked under F or ❑ Yes 82. Following Instld./Drive LVrfs J No/Walks s J No/Planters _ es J No / &L4 . Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Wat ell, Disconnect, Electrical, Plumbing Exte r Elec. Trim, G.F.I. Receptacle -Underground tion Throuahout House 811.7 Gla ro ction < o coons from Previous Inspections GasT -Met rs Tagged, Gas -Electric ater ewer Connected -C/O to Grade -HD Approval 51�y Compliance Certificate -Other Certificates Address Posted _ Date " Card B-1 � Date Card B-1 Dat / Card B-1 Date Card B-1 XE 4KI Dat Card B-1 Date Card B-1 Comments at Final: ,/ r OK 0 = Not OK ' = Not Applicable Not Ready MOBILE HOMES = Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s / P Nat. or / /"L"ft./ PLPG 1. 7. Well Clearance & Disconnect 2. 8. Utility Clearance 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date Carports; Windows -Doors Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cent. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 4. Elec.; Receptacles and Lighting, Distance-GFI Date 5. Card B-1 Date Card B-1 Date 6. Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P RMIT NO. (Rev.12/96) • APPLICATION AND PERMIT Df -ia'4Q ASSESSOR PARCEL NUMBER 040-260-074 ZONING A in BUILDING PERMIT OWNER OttR BARBARA TELEPHONE -2-029 SO. FT. OCC. BUILDING VALUATION 459 C 5,967-00 OWNERS MAILI ADDRESS 1 ' CANYON OAKS T CONTRACTOR'S NAME UNKNOWN HONE 805 11 i4�4gn_nn CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER M. CAPREALIAN LICENSE NO. 22907 Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 1743 MULBMZY CHICO CA 95928 Plan Checking Fee $ BUILDING ADDRESS' WACKER DRIVE DURHAMEnergy Plan Checking Fee $ -21 $ PERMIT FEE $ 1381.15 LOTNO. SUBDN610NS NAME�� ` PARC MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF J] Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap I ZJ 7.00 98.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New )p Addition ❑ Remodel ❑ UBlities ❑ Installation ❑ Other ❑ Describe Work: NSF Gas piping stem t - 5 outlets 15.00 Building sewer 15.00 15 oo Mobile Home I S I G I W @20.00 PERMIT FEE $ 178.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoonooR.s 23.0023.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. as owner of the property, am exclusively contracting with licensed contractors to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason Mein Service TO tOooA 46.00 NEW CONST. DWELLING UP. V OR ADDNS. ( a Acc. BLOS. SO 3.5¢x: 110.22 T. NON-ROESIIDD. MULTH' oUTLET @7.50 OWER APPARATUS 8 SINGLE OUTLET CIR. ourLE� OR FIXTURES Ex. Occup.SAL 20 @ 1.00 @ .50 FIX1 Ex. Occup. ouTltTs PL.16.) Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 155.22 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 -Cooling 20.00 Hood 6.50 6.50 Ventilation 3 4.50 13.50 PERMIT FEE $ 80.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation f one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, l shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the orkers' compensation provisions of section 3700 of the Labor Code, I shall .orthwith comply with those p I ions. X �� Date�,7 /0 / Signature of Applicant - Owner ❑ Contractor ❑ Age An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. 09 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ 3/U CONST. TYPE OTAL FE $ VN8 .37 HAZ p, IM C P EL NSSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for w ich fees have been paid. By Date Q PERMIT EXPIRES ON rReceipt No. 5 % - / 7B ITE-D.D.S.• S OR PINK -INS ECTOR GOLDENROD-APPLICANTate J i ...... ...........COUNTY OF BUTTE ........... BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 ~ a CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the s above address and should be corrected. Please notice this office when 'correction of work is completed If you have any questions pertaining to this matter, or need additional explanation, �a please c tact this office immediately. /lY/ QU7'CLr- tF1GAf S/ e 0Z: si avle vwcos -r y { t r '� t3 gL� w\ ,Yc "t COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE (1/Oi 6 akO W OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and shout a corrected. Please notice this office when correction of work is completed. If you have questions pertaining to this matter, or need additional explanationplease contact ,,any e immediately. Date ��-/ v�' U� Inspector REV 10/92 " COUNTY OF BUTTE ....... s s t BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is d. completeIf yo ave any questions pertaining to this matter, or need additional explanation, please conta his office immediately. J W6 --t �p Vl'� 11 1W -7 W , /G V/ e- / 1' Ali✓ /7,6ZE a L r CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS LOT # ,. q�q� //J .j % �I/ UJ r V L/ IVA�V Y ❑ P.O. BOX 854, WEST SACRAMENTO. CA 95691 LIC. #202026 U11309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 P.O. BOX 9651 FR ❑ ESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. 010675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE ULA�.COMPLETED ( SQUARE FEET) ( SQUARE FEET) ••• ( SQUARE FEET) . TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM BATTS MANU'FACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE INSTALLED APPLIED THICKNESS R - VALUE INSTALLED APPLIED THICKNESS MIN. INSTALLED WEIGHT PER SQUARE FOOT R - VALUE • INSTALLED APPLIED THICKNESS 13 P 514Int 1O KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FIBERGLASS FORM BATTS R VALUE MANUFACTURER OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER " W R GRACE THIS IS TO CERTIFY S LATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. - • SI NA U - L I O TR O Dj� TITLE MANAGER DATE ^ " oL U SIGNATURE -GE AL ACT R TITLE DATE REMARKS: White - Builder copy, Green - Builder copy, Yellow - Customer copy SIC -303 Pink - Attic copy, Gold - File copy TO: FROM: DATE: INTER -DEP. RTMENTAL MEMORANDUM BUILDING DMSION, OROVILLE ENVUL HEALTH, CHICO g$j g,AgE V, "TS HOLD ON BUILDING FINAL FOR SEPTIC: � WELL: OWNER NAME: AP*: DRESSJLOCATION: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING --EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place. used by the public. ASSESSOR ARCEL NO. _ e ZONING O NER P NQ. B i % 2 D OWNER'S ADDRESS l a o 6 7D Y. LOCATION OF BUILDING ! 600 e--5r-art LctcLr�v L U FF L � USE BUILDING % -5 ei EdAM e' 77 SIZE OF STRUCTURE e2 O X = Y IFO SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING l�/L�/oDQ' ROOF COVERING FLOOR TYPE 5C %z fir! rt T M Iff- Y) CDR CZ If— ESTIMATED COST OF CONSTRUCTION $ J -60O. o-0 AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and . a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date OF /9D Signature of Owner 4�v Permit Fee - $25.00 Receipt No. 7 3:E 3 (o The above described AG Building is a empt from a building permit. White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant FLOGPARCEL/ P DD. V ROOFIyJG ISSUE Director of Public ors > By GU L/ Date 7� v ` COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION r 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 f r _d( . PERMIT APPLICATION DATA SHEET Permit No. OWNER ioe �� A. P. No. Proposed Building Use Building Inspector Date �D / 2_1f,1_7 - At ,1_7 -At time of permit application, I was advised the following data musf,, be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED �lAll items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ........................................ 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue he permit, process as fo0ows: Mail Qo nor. Mail to contractor. Telephone ��Cl13 ZLRart'hold for pickup at C.�T /office. Deliver w/inspector. Other Applicant � If�GY 5r 4w,,,,4nate f � Copy of plans sent Health Dept., Fire Dept., -Other-Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: I Contractor, designer, owner, was advised of above required data by_phone�n i9—counter by .date Contractor, designer, owner, was advised of above required data by_phone iI—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in . File cabinet AP folder Copy—DPW COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE:. 916-538-7541 Barbara hoptowit 1190 Autumnwood Drive Chico, cA 95926 With reference to the above subject: DATE.. October 16, 1990 Permit appin #149-9OAgricultural Bld Permit Exemption A.P. 40-26-74 1_L Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER " We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in abcordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County. Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement: OTHER Property shown subject to innundation during 100 year flood on new FEMA maps. a ion m;ust be abo-v-7-t-R-e-700 year flood level. Elevation must be determtned by a RegIsterecl UiviiEngineer with a filed reference level o us Tor approval prior to construction and permit Should you have any questions concerning the above, please contact Rod Taylnr of this office. JFG/aj Yours very truly, William Cheff Director of Public Works /� Chief Building Inspector Y+ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 DATE October 16, 1990 Barbara hoptowit 1190 Autumnwood Drive RE: Permit appin #149-9OAgricult.ural Chico, cA 9.5926 i�-R d Permit Exemption A . . p� p 40-26-74 With reference to the above subject: Attached is- Application s:Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER " We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval.from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. "" Property shown subject to innundation during 100 year flood on new FEMA maps. OTHER ftuvii etevarlon m;ust de above the IOU year flood level. Elevation must uri r w ere CivilEngineer with a filed reference level a b1J us ror approval prior to construction and permit tea" gee. Should you have any questions concerning the above, please contact Roel Tsv nr of this office. JFG/aj Yours very truly, William Cheff Director of Public Works /J.F. Glander Chief Building Inspector FEENEY ENGINEERING ROBERT J. FEENEY, CIVIL ENGINEER 389-C CONNORS COURT CHICO, CA 95926 Telephone: (530) 899-0409 Fax: (530) 899-0943. E-mail: Feeneyeng@aol.com Tom Loushine July 19, 2001 Division of Environmental Health Department of Public Health 411 Main Street P.O. Box 5364 Chico, CA 95927 Robert J. Feeney Civil Engineer 389-C Connors Court Chico, CA 95926 Subject: Application to construct a sewage disposal system located at Wacker Drive in Durham, AP# 040-260-074 Tom: This letter is in regard to the Orr application to construct a sewage disposal system for a new residence. The property listed above has an existing septic system positioned at the proposed location of the new residence. The location of the proposed house has been changed so that the existing septic tank (abandoned) will sit under the concrete slab of the garage instead of directly under the footing. The location of the proposed septic system has also been altered to reflect the 50 foot required setback from the property lines. Please see the enclosed Site Plan for details. The existing septic system will be pumped and filled with 2 -sack slurry to support the new foundation. Please contact me if you have any questions. Thank you, ��g Robert J. Fecyv� .y C t-''••r"5.�w'a'.+r�..'►+��ry�',��''[.r�y^'rri:�i.r�i!�� �' f��'�iit��rM3^'"�(�`�.ti,.+4 r�"►��„����+'r 1"���Sy'3 n.. -r .. •t :Y+ •a ��r.�i�.•�-yr°'''�li�''�''rr'auiM��+y? BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number:(s):0qV -' Property Owner (s):Q;r;�CvYG�.. Project Location/Address: 2-I W a-rK e, 1 'J Subdivison Name: Assessable Square Footage: 2'5q4— Ty J 4 T ,?e,ofyResidential Development (check one); -, New Development ❑ Alteration' Addition Mobile Home (s) Non -Residential to Residential Comments: k 7,/l o 4 Building Division Represent i e Date Durham Recreation and Park District (DRPD) certifies that r r bc-urck Orli -3 4 3 - gU a,' Applicant Name Applicant Phone Number 7' C'a A a <rn n« lCs /Street Address J ... � . .. � - 'I`r�itV .` e . � -�' St�tP � . ,.` _. ...%I�'1 �C1fIA�r-♦ > t' i•'+�� '1• •.,, _- . - .. --.. has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93- 114 by payment for a3 4 square feet at $ 1.04 per square foot for a total payment Of $12Lf,37. r (, RPD Representative PAID BY CHECK No.: BANK No.: 90 - 7 1 G;L PAID BY CASH: RECEIPT No.: 3 S y-7 Remarks: 7 2-G 0 Date '` n, DISTRIBUTION: WHITE -APPLICANT PINK -DRPD YELLOW -BUTTE CO. BUILDING DIVISION TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance N I E.H. USE ONLY Plot Pian Attaeh•d „! Floor Pian Acta • ` sent to B.O. �� 6), P i 0 -4r Q2 Owner Locati n AP# Plan Approved for: Sewage Disposal . c/ Water Supply: Public Private Well !/ Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 i Date BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District )� Building Department No. A.P. Number Zltl� "n7� Jurisdiction: City County Property Owner r loa ra Or y— Property Location/Address Subdivision Lot No. ................................................. ... ... Residential Development y ; , _) $ ; t t I Sq. Foota§e No of Living' Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): .................................................................................................................. t Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) "7-19'0/ Building Department Representative Date 1 (Floor ,Plans reviewed by School District Personnel) District Identification No. , M407" UN / F1 E b School District certifies that (Applicant) (Street Address) (Phone Number) Du Rfh -n OA 9593 9 (City) (State) (Zip Code) has complied with the requirements of Resolution No. \` �� by payment of $ T �� �• S representing k e3 T squarelfeet. ? School District Representative Paid by Check # Remarks: -7-.26-01 Date 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 (applicant), Yellow (building department), Pink (school district) feeformAs 110/98)dmm f a AND WHEN RECORDED MAIL TO: f1;1. BUTTE COUNTY BUILDING DMSION Recorded I REC FEE 10.00 7COUNTY CENTER DRIVE Official Records I CONFORM .00 OROVILLE, CA 95%5 County OfBUTTE I CANDACE J. GRUBBS I Recorder I O l ROSEMARY DICKSON Assistant I Shauna 12:45PM 28 -Jun -2001 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: Z See attached legal description Date PTPERTY OWNERS: BARBARA L. ORR State of California County of Butte On May 29, 2001 before me, Lucy A. Pershall, notary personally appeared 13AR13ARA L. ORR personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that helshe/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatum(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and offi ' seal Signa Seal: 9 LUCY HALL � ... LUCY A.P. # A. VMNALL COMM. #1259473 NOTARY PUBLIC CALIFORNIA 0 BUTTE COUNTY MY COMM. EXPIRES Apr 3, 2004 .1 DESCRIPTION ORDER NO. BU -187892 LP „'- THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS.DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 9, 1979; IN BOOK 70 OF MAPS, AT PAGE(S) 18. APN 040-260-074-000 PARCEL II: A NON-EXCLUSIVE RIGHT OF WAY FOR INGRESS AND EGRESS AND PUBLIC UTILITY EASEMENT OVER PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA; ON JANUARY 9, 1979, IN BOOK 70 OF MAPS, AT PAGE (S) 18. PAGE 4 p E c E 0 w E J U L 13 2001 BUTTE COUNTY PLANNING DIViSION Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one Y -O" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, nui, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide %"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) Page 1 of 2 Owners Name: D-( Building Permit Number: 01-1-Z (p Plans Examiner: Martha Christy • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C.' • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear operable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. ❑ This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of I C)_' from the side and 10 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: Cyr Building Permit Number: l — 1Z Plans Examiner: Martha Christy COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE r Z1.BUILDING PERMIT FEES9 -- Balance Due ................ $ Igo l -- Additional Fees Due ........... $ A.P. #_0q_0 DATE RECEIPT 11 DATE REC -- Additional Fees Due ........... $ - Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES X3. aid at District Office)HERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ C Sq.Ft. Amt. 5. REid at District Office) r 6. THERMALITO DRAINAGE DISTRICT FEES ' $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) Z11r 4_.....r.*,.. • ..e�,�''*'mrv� s`x*..�..ja.'y-,Ji�'i�,:�t...pe•�, y � a ,r��, i . _ ..-..h-.�l ..;.,�,xsK^✓"Nr"'V7r�'a'' $1�7�"'vt7`•.�1`'Y'KIZ"('-�'•"+^�•v1 ."`�t'y`t �i�' - ' 'CO.OUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ! 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 J % PERMIT APPLICATION DATA SHEET OWNER: 6ar�laie rT '' ASSESSOR PARCEL NUMBER: p eZ Cv °°"° 7� Proposed Building Use: Ne,f/, / Building Inspector: A,6. Date: — .2- At time of permit application- advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ;--Energy figineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- . Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 118. Hazardous Material Form. IjIlManufactured Home data and installatio ' doy�s including Tie Down Specifications. sof $ -� ���-L------------------------------------------- Impact fees as shown on the attached schedule. ----------------------------------------------- 12 California Department of Forestry plan approval/fees. --------------------------------------- � 4. C&A elevation certificate.-¢¢a�------ �j--------------------------------------------------------------- V p3 ' Sanitation and plot plan approval eh(, ( t.,) Health Department. 1115. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- 00. Planning approval for (A) Use: b t'1*—'_ (B) Parking: _ 0718. Contact Land Development about ❑ Improvements, ❑ Drainage W `gal Parcel. P/_61/9. Encroachment Permit for driveway (construction approval prior to occupancy). ---- MHM ❑ 20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). -----%� ----------------------------- 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------ p112 ,,oL-etter of signature authorization.-------------------------------------------------------------------------------- _ 169555. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use.----------------------------------------------------------------------------------- , ❑27. Manufactured Home utility clearance.---------------------------------------------------------------------------:. ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- N:\ 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . ---------w=--- ❑ 3 0. Other:------- Wh you issue the permit, process as follows ❑ Mail to owner, ❑ ail t contractor. UTelephone 7 �� d1 % and hold for pickup at � - v office. ❑Deliver wi inspector. "" • S t� u C_T-- ��v ► -n/ -7/11 /a 1 P ��. g�,4'5Ph,�61_ /�'�(. Date:%/0/ Appli Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: i/ Date: By: 1. Index permit application for the above items numbered: , l �} , ❑Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di`viiion counter, by Date: Plans reviewed by: i�/l�� Date: CQ • •� Plans approved by: y ✓ t Date: -7 I Z� Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. C AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION v 7 COUNTY CENTER DRIVE 1 ORO VILLE, CA 95%5 COPY of Document Recorded 28 -Jun -2001 2001-0027828 Has not been compared with original BUTTE COUNTY RECORDER 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: See attached legal description s�— Date V �'/ PRFERTY OWNERS: BARBARA L. ORR State of California County of Butte On May 29, 2001 before me, Lucy A. Pershall, notary personally appeared BARBARA L. ORR personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and aclalowledged to' me that helshe/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the persons) acted, executed the instrument. WITNESS my hand and offi ' seal. Signa Seal: LUCY HALL L A.P. # f " UCY A. PERSHALL sn O �, COMM. #1259473 Uri NOTARY PUBLIC CALIFORNIA 0 "f BUTTE COUNTY MY COMM. EXPIRES Apr 3, 2004 ORDER NO. BU -187892. LP DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS.DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 9, 1979, IN BOOK 70 OF MAPS, AT PAGES) 18. APN 040-260-074-000 PARCEL II• A NON-EXCLUSIVE RIGHT OF WAY FOR INGRESS AND EGRESS AND PUBLIC UTILITY EASEMENT OVER PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 9, 1979, IN BOOK 70 OF MAPS, AT PAGE (S) 18. PAGE 4 Em-;,-on—,int I Hezith S76.48'41. f J U L 1 9 2001 210,9q Chico, ('.,A S88'55'41'E 163.73 SCALE, 1'=100' APPROVED Butte C",vm Env+nm�� PROPOSED HOUSE. 2300 SQUARE FT. EXISTING KIWI TREES FF= 151.00' w N a EXISTING SEPTIC TANK � TO BE ABANDONS_ 2 / \ EXISTING KIWI 100'R LEACH FREE TREES TO BE ZONE REMOVED EXISTING DROP POLE \ r y� PROPOSED 1000 GAL. SEPTIC TAN PROPOSED WELL O EXISTING AG. BUILDING (20'X24') TO REMAIN EXISTING POPLAR TREES I \ N88'53'39 W 314.00 IWACKER DRIVE N�6'26'I9. �.� — -- EXISTING 1 W N CONCRETE PAD M� 34.71 � Q�FFS�C�, NFITEs LLJ -3 -- --- --- - iz 9% ASITE PLAN c 1. EXISTING SEPTIC TANK IS TO BE PUMP ,,yl AND FILLED WITH 2 SACK SLURRY. 2. SOUTHWEST CORNER OF EXISTING SEPTIC TANK IS TO BE 51+ FROM SOUTHERN GARAGE FOOTING, 3. NORTHWEST CORNER OF SEPTIC TANL IS TO BE 5'+ FROM WESTERN GARAGE FOOTING. CIVIC �\Q �F CA0'FOR BARBARA ORR WACKER DRIVE, DURHAM A P N : 040-260-074 JULY 19, 2001 •4 q1�E 210, 9q S88'55'41'E 163.73 SCALE% 1'=100' PROPOSED HOUSE 2300 SQUARE FT. FF= 151,00' W rn EXISTING SEPTIC TANK TO BE ABANDONED 2 100'R LEACH FREE ZONE EXISTING DROP POLE \ r o PROPOSED WELL O j EXISTING AG, BUILDING C20'X24'> TO REMAIN _ EXISTING POPLAR TREES \ N88-53'39 \N io — EXISTING Fl „ CONCRETE PAD INOTES 1, EXISTING SEPTIC TANK IS TO BE PUMPCK,N t AND FILLED WITH 2 SACK SLURRY, 2. SOUTHWEST CORNER OF EXISTING SEPTIC TANK IS TO BE 51+ FROM SOUTHERN GARAGE FO❑TING, 3. NORTHWEST CORNER OF SEPTIC TANL IS TO BE 5'+ FROM WESTERN GARAGE FO❑TING, EXISTING KIWI TREES N cp 314.00 EXISTING KIWI TREES TO BE REMOVED PROPOSED 1000 GAL, SEPTIC T Q(tOr `SStpi a, 97 SITE PLAN Civic �F CAUF�� FOR BARBARA ORR WACKER DRIVE, DURHAM A P N : 040-260-074 JULY 19, 2001 N Q` n ✓ h PROPOSED HOUSE 2300 SQUARE FT. FF= 151,00' W rn EXISTING SEPTIC TANK TO BE ABANDONED 2 100'R LEACH FREE ZONE EXISTING DROP POLE \ r o PROPOSED WELL O j EXISTING AG, BUILDING C20'X24'> TO REMAIN _ EXISTING POPLAR TREES \ N88-53'39 \N io — EXISTING Fl „ CONCRETE PAD INOTES 1, EXISTING SEPTIC TANK IS TO BE PUMPCK,N t AND FILLED WITH 2 SACK SLURRY, 2. SOUTHWEST CORNER OF EXISTING SEPTIC TANK IS TO BE 51+ FROM SOUTHERN GARAGE FO❑TING, 3. NORTHWEST CORNER OF SEPTIC TANL IS TO BE 5'+ FROM WESTERN GARAGE FO❑TING, EXISTING KIWI TREES N cp 314.00 EXISTING KIWI TREES TO BE REMOVED PROPOSED 1000 GAL, SEPTIC T Q(tOr `SStpi a, 97 SITE PLAN Civic �F CAUF�� FOR BARBARA ORR WACKER DRIVE, DURHAM A P N : 040-260-074 JULY 19, 2001 76- S88.55'41'E 163.73 PROPOSED HOUSE 2300 SQUARE FT. FF= 151,00' a EXISTING SEPTIC TANK o, TO BE ABANDONED N 2 100'R LEACH FREE --------7\ ZONE EXISTING DROP POLE � \ *J- L) PROPOSED WELLS 0 EXISTING AG. BUILDING (20'X24') TO REMAIN EXISTING POPLAR TREES.\ •ate. INOTES N88.53'39 W — — EXISTING T a CONCRETE PAD 1, EXISTING SEPTIC TANK IS TO BE PUMP �9l E AND FILLED WITH 2 SACK SLURRY, 2. SOUTHWEST CORNER OF EXISTING SEPTIC TANK IS TO BE 5'+ FROM SOUTHERN GARAGE FOOTING. 3. NORTHWEST CORNER OF SEPTIC TANL IS TO BE 5'+ FROM WESTERN GARAGE FOOTING, SCALE, 1'=100' fn EXISTING KIWI TREES f N EXISTING KIWI TREES TO BE REMOVED PROPOSED 1000 GAL. SEPTIC TAN 314.00 r \0r �,l J. ✓ 1� o. g7 1z 1b) . SITE PLAN �'- CIVIL' _a�Q FOR BARBARA ORR WACKER DRIVE, DURHAM A P N : 040-260-074 JULY 19, 2001 Ow. NOI'tB' 0 ENGINEERING Civil Engineers • Planners • Surveyors November 2, 1990 County of Butte Building Department 7 County Center Drive Oroville, CA. 95965 Re: Agricultural Building for Barbara Hoptowit Wacker Drove; -�7ur am, CA. AP N�0-26-74 Gentlemen: At the request of Mrs. Barbara Hoptowit, I have investigated the flooding potential of the above referenced building site. The recently adopted flood insurance rate map indicates that this site lies within a special flood hazard area inundated by 100 -year flood from Butte Creek. The base flood elevation has been approximated for this particular area based on an analysis prepared by the F.E.M.A. consultant and provided to us by the Butte County Department of Public Works. It should be noted that the consultant's analysis was based upon "the best available information at this time" which included the U.S.G.S. quad sheets and is not a final design. Because the analysis ignored the existing levee system it is very conservative and is acceptable as a reference until a more complete study is prepared. A temporary benchmark (hub and lathe) has been set near the building site. The elevation of the temporary benchmark is 149.37 U.S.G.S. based upon:County Benchmark TBM # 12A, Lott Road 3 -Wire Levels, RD #41273, Page 16. The.finish floor elevation of the building shall be at elevation 150.67 or above in order to be above the 100 -year flood. :The' elevation -was- established using linear interpolation of the'F.E:M.A. consultants cross sections. I trust this provides the information necessary to process the permit, however, pleas,....f.eel free to contact me should you have any questions. °�`,.l;a°".. Norte? cc: Barbara Hoptowit -'- 1190 Autumnwood Drive Chico, CA 95926 Very Truly Yours, NORTHSTAR ENGINEERING Mark Adams RCE 34257 Exp. 9-30-91 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 1 - 7. O.M.B. No. 3067-0077 Expires July 31, 2002 SECTION A - PROPERTY OWNER INFORMATION I For lmwrance.Company.Use:- BUILDINQ STREET ADDRESSndudu►g L. Unit. Suite, and/or Bldg. No.) OR P.C. ROUTE AND BOX NO. Comparry:NAIC'Number QX' J CITY STATE�� ZIP CODE C1 1-�c� wu 1 T)vx T 5 PROPERTY DESCRIPTION (Lot and Block Numbers. Tax Parcel Number, Legal Description, etc.) A P t4: 0L16 - Nob - O4 L4 BUILDItiGeU' USE (p.g., R t� (dual, Add''. Accessory. eta Use Gfmments section if necessary.) �N LLJ i`C.SI re ;L Cr LATtTUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L—I GPS (Type): 4W - U#iw or i#.# L_I NAD 1927 L._I NAD 1983 L—I USGS Quad Map L _I other SECTION B - FLOOD INSURANCE RAPE MAP (FIRM) INFORMATION 81. NFIP COMM ITY NAME & COMMUNITY NUMBER 82. COUNTY NAME 53. STATE �y aQa� 1- B� t -e _ ("..Q�.� my CA B4. MAP AND PANEL B5. SUFFtX 86. FIRM INDEX B7. FIRM PANEL 88. FLOOD B9. BASE FLOOD ELEVATIONS) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO. !--e depth of flooding) W Ma GD . C IZ1 150100 B10. Indicate the sotxce o1\ ^fthe BAse Flood Elevation (BFE) da or base flood depth entered in B9. L-1 FIS Profile 1� FIRM L_L Community Detemtined L_I Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: f`" NGVD 1929 (_j NAVD 1988 L_j Other (Describe): _ 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Oesignaatiort Date: L_1 Yes L_j No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Bu ild'titg elevations are based on: L, ; Construction Drawings' 1--lBuilding Under Construction* IMFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2 Building Diagram Number $_ (Select the building diagram most similar to the building for which this certificate is being completed - see Pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR ARIA, AR/AE, AR/AI-A30, AR/AH, AR/AO Complete Items C3a4 below according.to the building diagram specified in Item C2 State the datum used. If the datum is different from the datum used for the BFE in Section B. convert the datum to that used for.#* BFE. Show field measurements and datum conversion calculation. Use the space provided or the Continents area of Section D or Section G, as appropriate. to document the datum conversion.- Datum onversion:Datum &XWO 2 Cortversi is Elevation reference mark used �� Does the elan 6mncemark used appear on the FIRM? Yes L_j No O a) Top of bottom floor (Including basement or enclosure) - Q R(m) , 1qv ESS/01., O b) Top of neod higher floor = �(m) 0 9� c) Bottom of lowest horizontal structural member (V zones only) _ 0 d) Attached garage (top of stab) 1 I Q IL(m)12 0 e) Lowest elevation of machinery and/or equipment a Wm servidtg the building f J R(m) 0. i r 0 0 L.owestadjacent grade (LAG) fL(m) 0 g) Highest adjacent grade (HAG) _ fL(m) • 0 h) No. of permanent openings (flood vents) within 1 R above ad' cent rade 9 C1 0 .) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) OF CAL1�0 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer. or architect authorized by law to certify elevation information. I certify that ttie adbrmmadon in Secdons A, B. and C on ftvs cer0ificate rapmsents my best efforts to interpret d* data available..'. I understand that anv false statement may be punishable by fine or kniodsonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME -7) 1 —A — .*—_ _ _ — .. LICENSE NUMBER .9 ./ F ') y -y L SIGNATURE - r ( f%® � DATE q //o/G2 TELEPHONE /G30) nCI _ o&iu ��Fr1 PPUA F.vm R1_11 At Ir- QQ �kF�/ CF CIns: Q rnN nN(IATIr1N RFrFC Ps AAl I PP"r m ICFr)mr1ALC .i) IMPORTANT: In these spaces, copy the corresponding information from Section A For. insurance Company Use: BUILDING STREET ADDRESS (Including Apt.. Unit. Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy. Number EAC. Le.1/i V Q J CITY Y" 1 CL w\ STAT 9 S' 93 '1CODE Company NAIL Number SECTION D - SURVEYOR. ENGINEER. OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS I I Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete items E 1 through E3. N the Elevation Gerd icate is intended for use as supponing infbarkl6w for a LOMA or LOMR-F, Section C must be completed. Et. Buikfrng Diagram Number - (Selectthe building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2- The top of the bottom floor (Inducting basement or enclosure) of the building is 1 I I fL(m) 1 I lin.(cm) L—I above or (_j below (check one) the highest adjacent grade. E3. For Zone AO only:.lf. no Hood depth number is available, is the top of the bottom floor elevated in accordance with the community's fbodptain management ordinance? LI Yes �-I No LI Unknown. The local official must certify this information in Section G SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The Property owner a ownefs authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or coamunkt4ssued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NMIE ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E). and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. L1 The ilftn don in Section C was taken from other documentation that has been signed and embossed by a licensed .surveyor, engineer. or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G21_1 A cmvmrdty official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3.1_1 The fallowing Information (Items G4 -G9) is provided for community floodplain management purposes. G7. This perinit'has been issued for. L) New Construction LI Substantial Improvement G8. Elevation of as-btxlt kmmst floor (including basement) of the building is: _ fL(m) Datum: G9. SFE Or (in Zone AO) depth of flooding at the building site is: _ fL(m) Datum - LOCAL OFFICUIL'S NAMETITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I I Check here if attachments F:;:UA F^n^ A111 At K: QQ PRPI Ar..FC At I PP"CU IC ;=nM0hA1Q PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name: iZ , _ Received By: Date: A.P. #: ��' (r; G o ��_ Permit #: C� / / � �� (� Time: �• ��j Contact Phone Number: Purpose of submittal: ❑, Permit Application Data Item ❑ Engineering Plan Revision � ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: ❑ Other: -5/ r 3 If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show sw anQes oronn�Pd and locations inmnlyed. �.. IWhen Approved, Process as Follows: I❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: Call _ � �(� '" aUa� and hold for pickup at the Chico Office ❑ Oroville Office ❑ Deliver with, next inspection. Revised Plan Check Fee: P$46.00 Receipt#: % 13Additional Fees Not Additional fees maybe -due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 STRUCTURAL CALCULATIONS FOR: HOPTOWIT HOUSE MAY 17'lo6i STRUCTURAL CRITERIA: Seismic Zone Basic Wind Speed -7 m.p.h. (Example B. Method Concrete fc - p.s.i. Reinforcing Steel - Grade Masonry: Grade Solid Grouted yes/no fm - p.B.i. Structural Steel: Grade Yield: k.e.i. REFERENCES: 1. 1997 Uniform Building Code 2. Western Woods Use Book, 2nd. Ed. 3. A.P.A. Const. Guide,.PUB E 30E 4. Manual of Steel Construction, 9th Ed. 5. Concrete Masonry Design Manual, 5th Ed. 6. Structural Engineering'Handbook, Gaylord & Gaylord, 2nd. Ed. EV WE 12,3' 2 1- ABBREVIATIONS: O.T. Over O.T.M. O.T. Moment S.F. - Safety Factor ALT. - Alternate C.F. - Good.For N -S North-South E -W East-West E.W. - Each Way TRIB. - Tributary V U 1 1 IE C;W—% j IQKEXNG OEPARTMEN 4PPPOVE MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St • Chico, CA 95928 (530) 521-6886 • 891-6886 SHEET NO. (/ Of - MAY 1 7 2001 CALCULATED BY DATE CHECKED BY SCALE ASSUMPTIONS AND DESIGN DATA Type of Structure �o o �j/�a Roof Pitch Loads in #/ft2. DATE- ASSUMPTIONS ATE- . `/"I -L 4- l �_:. (z Dead Load Total D.L. Live Load Roof: P1,� 4 3 r 1st Floor-:�LDvR ? D 3-0 To�sfi �.v 2nd Floor: Balconies/ Decks: Walls: 1• SFy�s �.a Other: TOTAL .27 WME1120,M / CA P 3 Wind Zone 7 7 m . p . h . Max. Ht . 2 Z f t . Ce=C gq s- 1q, ^ I=_) Wind Pressure (example B, method 2)=JIO p.s.f. Earthquake Loading= ,�.5:� Cajd= ./2 vy_ Where R. 3. Cp= .3�W=Weight of building causing force in member Basic Soil Pressure /ADD #/ft2 + /ZD Oft 2 /ft depth below 1' beneath original ground or finish grade. Passive lateral earth pressure= p.s.f./ft of depth Active lateral earth pressure = — p.s.f:/ft of depth. Equivalent fluid densit = #/f— t (Min. Density = 30 #/ft2) Skin friction= •-1-(but not more than .5 x D.L.) rTT. cr-P i ' — T-AF p T Alt x '1 %1n I T Nf Ll I. Ap L A cr�,s F O I j i O D S S i i Sty 39i pm p M -+— -- � FL 07 • � R� a c IPA TFOF CA4W�Q� EXP DATE 1204W Sg r 3 MICHAEL CAPREALIAN . JOe ��➢ SHEET NO. OF CIVIL ENGINEER, RCE'22907 j�jJ/��/ 1743 Mulberry St. •Chico, CA 95928 CALCULATED BY -� DATE MAY 17 2001_ (530) 521-6886 • 891-6886 CHECKED BY DATE_ SCALE 4 Z// 1( MICHAEL CAPREALIAN JOB r OF CIVIL ENGINEER, RCE 22907 SHEET ATO. J% DA MAY ry/ 1743 Mulberry St. • Chico, CA 95928 CALCULATED BY+`• DATE �" -" � 2OO (530) 521-6886 • 891-6886 CHECKED BY DATE_ SCALE lisp- eSs�6 rd 2 z v i v y r: ..... ...... ......... ....... i..... ... . '-. .. ..... F.T. ..... ..... ...... ...... ......... ........[. .............:.... ...... .... ...................o ..... .................... :-7 T/_ MICHAEL CAPREALIAN JOB CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 SHEET NO. OF MAY 1 7 2001 CALCULATED BY DATE (530)521-6886 - 891-6886 CHECKED BY DATE SCALE . ........ .............. ............. �: . ....... ............. . .................................. 5 ............. ............. .............. ............. ............. ... ......... .......... ... .............. ............ ................ ............. .............. ............. .............. ..... ..... .. ............. .. ..... . ... 100 9 .............. .............. s/Vr 17 EARTHQUAKE LOADING AND rho CALCULATION-HOPTOWIT HOUSE Ground floor area of building 3065 SQ/ FT Tot.Wt.# 1st. Floor roof area 4040 sq. ft. 11 #/sq. ft. 4444 1st. Floor ex. walls 289 lin. ft. 18 #/sq. ft. Ht. ft. = 9 234 1st. Floor int. walls 354 lin. ft. 6.5 #lsq. ft. Ht. ft. = 9 20 First floor panel len. -N.S. Dir. First FI. total= 88 1.k P #4 Ca= 0.36 R= 5.5 East wall ri EVDATE:1241-M 0 0 %V P#1 P#2 P#3 25 4 4 4 East int. Wall 0 20 -720.5 0.00 %V P#1 P#2 P#3 0.1 4 4 4 West int. wall 0.21 P #4 P #5 %V P#1 P#2 P#3 50 8 8 8 West Wall P #5 Tot. L. ft. rho %V P#1 P#2 P#3 25 4 4 8 Firstfloor panel len. - E.W. Dir. North Wall 24 -0.2 0.17 %V P#1 P#2 P#3 35 4 4 3 North int. wall 0.11 P #4 P #5 %V P #1 P #2 P #3 40 4 8 8 South int. wall %V P#1 P#2 P#3 10 4 2.6 2.6 South Wall %V P #1 P #2 P #3 15 2.8 2.8 2.8 Total bldg. Wt. 88814 # First FI. total= 88 1.k P #4 P #5 Tot. L. ft. rho ri EVDATE:1241-M 0 0 12 0.3 0.21 P #4 P #5 Tot. L. ft. rho ri 8 0 20 -720.5 0.00 P #4 P #5 Tot. L. ft. rho ri 0 0 24 0.3 0.21 P #4 P #5 Tot. L. ft. rho ri 0 0 16 -0.3 0.16 P #4 P #5 Tot. L. ft. rho ri 3 4 18 0.1 0.19 P #4 P #5 Tot. L. ft. rho ri 4 0 24 -0.2 0.17 P #4 P #5 Tot. L. ft. rho ri 0 0 9.2 -1.3 0.11 P #4 P #5 Tot. L. ft. rho ri 0 0 8.4 -0.0 0.18 Des. rho=1.0 Story Shea - 10381 # Sheet 7 of MICHAEL CAPREALIAN JOB CIVIL ENGINEER, RCE 22907 SHEET NO. OF 1743 Mulberry St. • Chico, CA .95.928 CALCULATED BY,A gg-g• DATE MAY 17 2001 (530) 521-6886 • 891-6886 - CHECKED BY DATE SCALE SHEAR WALL PROGRAM FOR: HOPTOWIT. HOUSE S.W. # Ht ft. Panel #1 Panel #2 Panel #3 Panel #4 Panel #5 • D.L. #/ft. 1 9 3.5 3.5 6 3 0 360 Total Wall length= 16.0 Feet V-# v4ft T-pan.#1 T-pan.#2 T-pan.#3 T-pan.#4 T-pan#5 1038 64.88 221.71 221.71 -66.91 283.50 0.00 It For shear ply. use -509 &*Ywith,8 d's @6 "o.c. & /.7-" in field. Good for: #/ft. For hold-downs use Simp. D2'kwith S ��. A.B. w/ threaded rod and rod nut through floor if applicable For shear transfer where seams are not centered on member. Use Simp. A35's or A35fs @ 83.2 inches on center, max. Anchor bolt spacing: 145.8 inches on center, max. Wood floors may have wider spacing. dtlCtlAELALLEN ®R `s,0Ar F OF CM -W EV DATE: 12-31-2001 rear �d MICHAEL CAPREALIAN JOB CIVIL ENGINEER, RCE 22907 SHEET HO./OF 1743 Mulberry St. • Chico, CA .95.928 CALCULATED BY � � DATE MAY 1 7 2001 (530) 521-6886 891-6886 CHECKED BY DATE L& 8� 8 - 3. y .................................... >...... ...... ...... ................ .......:.... e i CERTi IFICATE OF COMPLIANCE: Residential Page 1 CF -1R ---------------------------------------------------- --------------------------- Project Title: HOPTOWIT 2302n (BASE CASE) Run: 982 24 -May -01 Project Address: PARCEL 3, WACKER DR. HOPTOWIT 2302n (BASE CA DURHAM, CA. 95938 Building Title: HOPTOWIT 2302n (BASE CASE) Building PeFrfftit ## Document Author: BOB METZGER O.D.S. 0 ( — ( Z.Lp Telephone: 530-342-9688 or 865-9688 Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 GENERAL. INFORMATION Conditioned Floor Area: 2302 ft2 Average Ceiling Height: 9'10" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 19 deg (North) Glazing Area, o of Floor Area: 19.50 Average Fenestration U-Value:0.49 Average Fenestration SHGC: 0.76 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL Component Type --------------- Door Wall Wall Wall Wall Wall Wall Floor Ceiling INSULATION Cavity Sheathing Insul Insul Total Assembly R -value R -value R -value U -value -------- -------- 0 -- -------- 3.03 -------- 0.330 13 5 16.13 0.062 13 0 11.36 0.088 13 5 16.13 0.062 13 5 16.13 0.062 13 5 16.13 0.062 13 5 16.13 0.062 19 0 20.41 0.049 38 0 41.67 0.024 FLOOR TYPES AND AREAS Construction Type Area (ft2) ------------------------------- Non-Slab 2302 FENESTRATION Conditioned? -------------- Yes Location/Comments Unconditioned Outside Unconditioned Outside Outside Outside Outside Crawlspace Attic Exterior Conditions/Descripti ------------------------- Crawlspace Interior Exterior Area U_ Shading Orientation Standard (ft2) value Panes Window North 29.0 0.470 2 Window North 46.5 0.490 2 Window North 20.0 0.500 2 Window East 20.0 0.490 2 W 'ridow South 112.0 0.490 2 Conditioned? -------------- Yes Location/Comments Unconditioned Outside Unconditioned Outside Outside Outside Outside Crawlspace Attic Exterior Conditions/Descripti ------------------------- Crawlspace Interior Exterior Overhang Shading Shading and Fins Standard BugScrn Overhang Standard BugScrn Oveang Standard BugScrn We - JfOUNI I Standard Standard BugScrnng-PAR BugScrn oRO G .i CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: HOPTOWIT 2302n (BASE CASE) Run: 982 24-May=01 FENESTRATION continued THERMAL MASS Area Type Exposed? (ft2) None HVAC -.SYSTEMS Interior Area U - Shading -=-------- Orientation ----------------- (ft2) value Panes Window South ----- 52.5 ----- 0.470 ----- 2 Window South 40.0 0.500 2 Window West 102.5 0.490 2 Window West 17.8 0.500 2 Skylight 8.0 0.870 2 THERMAL MASS Area Type Exposed? (ft2) None HVAC -.SYSTEMS Interior Exterior Overhang Shading -=-------- Shading and Fins Standard ---------- BugScrn -------- Overhang Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhand Standard BugScrn None Thick (in) Location/Comments ---------------------------------------- Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic R-4.2 Air cond. -- central pckg 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water ## of. Energy Volume System Name Type -------------- Heater Name ------------ Heater Type ----------------- Htrs Factor (gal) 50g.W/H Standard Std.50gW/H Storage gas ---- 1 ------ 0.60 ------ 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ----------------------------------- 50g.W/H - -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) --------------------- ------------------------- ------ Std:50gW/H 760 -- 36.00 -- -- __ JU rTE C4DLWI-,,, W�'Pw Ro vl=V 16-0 CERTIFICATE OF COMPLIANCE: Residential Page 3 CF' -1R Project Title: HOPTOWIT 2302n (BASE CASE) Run• 982 24 -May -01 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value --------------------------------- ---- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. 1JrM .t p F DEPARTMEt ROVF[) CERTIFICATE OF COMPLIANCE: Residential - Page 4 CF -1R Project Title: HOPTOWIT 2302n (BASE CASE) Run: 982 24 -May -01 DESIGNER OR OWNER BARBARA ORR 3171 CANYON OAK TERRACE CHICO, CA. 95928 343-2029 Certification ##: Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR BOB METZGER O.D.S. BOB METZGER O.D.S. 2231 St. GEORGE LN. ##70 CHICO, CA. 95926 530-342-9688 or 865-9688 '* DISPA PnoPIP vP, y COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: HOPTOWIT 2302n (BASE CASE) Run: 982 24 -May -01 Project Address: PARCEL 3, WACKER DR. HOPTOWIT 2302n (BASE CA DURHAM, CA. 95938 Building Title: HOPTOWIT 2302n (BASE CASE) Building Permit ## Document Author: BOB METZGER O.D.S., Telephone: 530-342-9688 or 865-9688 Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed'Design ------------------------------ --------------- Space Heating. 18.77 16.78 Space Cooling 16.51 17.53 Water Heating 11.96 10.50 -------- Complies Total 47.25 44.82 Yes GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Ground Floor Area: BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) HOUSE 2302 22636 OPAQUE SURFACES Surface Area Type (ft2) ---------- ------ Zone = HOUSE 2302 ft2 9'10" ft -in SFD Single Family Detached 19 deg (North) 19.50 0.49 0.76 1.00 1 Raised floor 1 22636 ft3 2302 ft2 Type Conditioned Vent Thermostat Height Type (ft) CEC_Standard 210" U- Insl Total Tru Slr Construction value Rval Rval Azm Tlt Gns Type Location/Comments ---- --- --- --- ------------ -------------------- Door 17.8 0.330 0 3 19 90 No 28 -Wood Wall 241.5 0.062 18 16 19 90 Yes W18.EQ4 Wall 341.2 0.088 13 11 19 90 No W13.2x4.16 Wall 476.0 0.062 18 16 109 90 Yes W18.EQ4 Wall 454.5 0.062 18 16 199 90 Yes W18.EQ4 Unconditioned Outs}de U n c o' `�lc3t"i o ne d Ou=t s i de Ouis:�ieAPP[j0Vj;1, Y MS COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: HOPTOWIT 2302n (BASE CASE) Run: 982 24 -May -01 OPAQUE SURFACES continued Surface Area U- Insl Type ---------- (ft2) value Rval Wall ------ 37.0 ----- 0.062 ---- 18 Wall 358.7 0.062 18 Floor 2302.0 0.049 19 Ceiling 2294.0 0.024 38 PERIMETER LOSSES Total Tru Slr Construction Rval Azm Tlt Gns Type ----- --- --- --- ------------ 16 244 90 Yes W18.EQ4 16 289 90 Yes W18.EQ4 20 -- 180 No FX19.2x8.16 42 -- 0 Yes R38.2x4.24 Perimeter Length . F2 Insul Type (ft) Factor R-val ------------------- ------ ----- None FENESTRATION SURFACES Location/Comments Outside Outside Crawlspace Attic Insul Depth (in) Location/Comments ------ ---------------------------------- Comments ---------------- Glazing Fenestration Area Tru Open Frame Charactr Name Type (ft2) ----- Azm Tlt Type Type Name Zone = HOUSE --- --- ------- -------- ------------ Fll Wind •3.7 19 90 Fixed Vinyl STD.FIXED F21 Wind •46.5 19 90 Slider Vinyl STD.OPER F31 Wind •8.9 19 90 Fixed Vinyl STD.FIXED F32FRTDR Wind •20.0 19 90 Hinged Wood/Div STD.DOOR F33 Wind •8.9 19 90 Fixed Vinyl STD.FIXED F34 Wind •7.5 19 90 Fixed Vinyl STD.FIXED Lll Wind •20.0 109 90 Slider Vinyl STD.OPER Bll Wind •12.0 199 90 Slider Vinyl STD.OPER B12 Wind .52.5 199 90 Slider Vinyl STD.FIXED B13 Wind •12.0 199 90 Slider Vinyl STD.OPER B2IFRCH Wind •20.0 199 90 Hinged Wood/Div STD.DOOR B22FRCH Wind •20.0 199 90 Hinged Wood/Div STD.DOOR B31 Wind •20.0 199 90 Slider Vinyl STD.OPER B32 Wind •20.0 199 90 Slider Vinyl STD.OPER B41 Wind -48.0 199 90 Slider Vinyl STD.OPER BR11 Wind •20.0 244 90 Slider Vinyl STD.OPER R1IFRCH Wind •17.8 289 90 Hinged Wood/Div STD.DOOR R21 Wind •52.5 289 90 Slider Vinyl STD.OPER R22 Wind •30.0 289 90 Slider Vinyl STD.OPER SLll Skyl •8.0 -- 0 Fixed Vinyl SKYLIGHT Comments ---------------- COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: HOPTOWIT 2302n (BASE CASE) Run: 982 24 -May -01 GLAZING CHARACTERISTICS Glazing 1'11" 1'11" F21 7'.9" Interior SHGC 618" SHGC Charactr Glazing # of U- 6'8" Shade Type Int Exterior Ext Name ------------ Type ---------- Panes ----- value ----- SHGC ------ See notes ---------- Shade Shade Type Shade STD.FIXED Clear 2 0.470 0.870 Standard ------ 0.680 ---------- BugScrn ------ 0.757 STD.OPER Clear 2 0.490 0.870 Standard 0.680 BugScrn 0.757 STD.DOOR Clear 2 0.500 0.870 Standard 0.680 BugScrn 0.757 SKYLIGHT Clear 2 0.870 0.870 Standard 0.680 BugScrn 0.757 OVERHANGS Fenestration Name Height Width F11 1'11" 1'11" F21 7'.9" 610" F31 618" 114" F32FRTDR 618" 310" F33 6'8" 114" F34 1'6" 510" Lll 410" 510" Bll 61011 21011 B12 81911 61011 B13 610" 210" B2IFRCH 618" 310" B22FRCH 618" 310" B31 410" 510" B32 5'0" 410" B41 810" 610" BR11 510" 410" R1IFRCH 618" 218" R21 819711 610f' R22 510" 6'0" FINS Fenestration Name-------- Height Width None THERMAL MASS Mass Name -------------- None Above Left Right Depth Glazing Extension Extension ------ --------- --------- --------- 2.12" 114" 1516" 517" 212 71211 71011 41611 610" 114" 1510" 11'2" 610" 114" 1210" 1216" 6'0" 114" 1017" 1517" 61.0" 11011 12'' 0" 101611 212" 8110" 20'0" 2510" 2 1 211 71 A fl 131011 71811 21211 61611 81011 10 8 it 21211 714 0610 104108 4'8" 1'4" 16'6" 13'60" 418" 114" 1316" 1616" 212" 114" 1816" 2110" 212" 1'4" 1016" 11'10". 810" 1'4" 1310" 1310" 61011 11411 1016-11 4' 6" 1510" 114" 1016" 2'10" 212" 515" 2110" 1810" 21211 8 1 6 101011 291011 10 Left Fin Right Fin -------------------------- -------------------------- Exten Dist Exten Dist Fin Fin above to Fin Fin above to Depth Height glzng glzing Depth Height glzng glzing ------ ----- ------ ------ ------ ----- ------ Vol Cond- Area Thck Heat duct- Construction Insd (ft2) (in) Cap ivity Type Rval Location/Comments ------- `��' 7 ----------- P '� , COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: HOPTOWIT 2302n (BASE CASE) Run: 982 24 -May -01 SOLAR GAIN DISTRIBUTION Fenestration Winter Name Fraction None Summer Targetted Fraction Thermal Mass Comments HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = HOUSE GasFurn.80 Furnace 0.80 AFUE Attic R-4.2 ACsplitl2 Air cond. -- central pckg 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water ' ## of Energy Volume System Name Type ------------ -------- Heater Name ------------ Heater Type ----------------- Htrs Factor (gal) 50g.W/H Standard Std.50gW/H Storage gas ---- 1 ------ 0.60 ------ 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? -------- ------------- ------------ ----------------------- 50g.W/H -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot, Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE. (kBtuh) Loss R -value (Btuh) ---------------------- ------ Std.50gW/H 760 -- 36.00 -- -- __ HYDRONIC DISTRIBUTION AND TERMINALS System/Name T Pipe Pipe Insul Insul Type Number run (ft) diam (in) thck (in) R -value ------------- --------- --------- ------- None ,COMPUTER -METHOD SUMMARY Page 5 C -2R Project -Title: ------HOPTOWIT 2302n (BASE CASE) Run: 982 24 -May -01 SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. j tAppno vF s PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------- ------- Project -----Project Title: HOPTOWIT 2302n (BASE CASE) 24 -May -01 Project Address: PARCEL 3, WACKER DR. DURHAM, CA. 95938 Building Permit # Building Title: HOPTOWIT 2302n (BASE CASE) Document Author: BOB METZGER O.D.S. Checked By / Date Telephone: 530-342-9688 or 865-9688 Compliance Method: CALRES2 1.35 Assembly Name: Assembly Type: Framing Percentage: Framing Type: W18.EQ4 .Wall Construction 150 CEC_16ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resistance Resistance Material (inches) at Cavity at Framing ------------ -----=--- ---------- ---------- 1 .5-G.B. 0.50 0.90 0.90 2a FIR3.5 3.50 -- 0.99' 2b 'R13Batt 3.50 13.00 --; 3 5.0-R.I.B. 1.00 5.13 5:13.:•' 4 FilmIn_0 -- 0.61 0.61 5 .63 -STUCCO 1,.0.63 0.20 .01:20 >r Total Unadjusted Resistance (R): 19.84 7.83 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ----------------- ----------------- ----------------- U-value: (1./19.84 x 0.85) + (1./7.83 x 0.15) = 0.062 Btuh/ft2-F Resistance: = 16.13 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... MASTER PLAN Date........ 01/01M Project Address........ MASTER PLAN --------------------- CHICO, CA. Documentation Author... BOB METZGER 865-9688 ; Building Permit ; ; Company ................ BOB METZGER 0 D S Telephone .............. 865-9688 or 342-9688 ; Plan Check / Date ; Compliance Method...... ���'�'�� 2A 60MfO41,t-+ ; Field Check/ Date ; Climate Zone........... 11 ------------ ----------------------------------- - ------------------------------------------------------------------------------ Lowrise residential buildings subject to the Standards must contain these I measures regardless of the compliance approach used. Items marked with 'an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures Ewhether they are shown elsewhere in the documents or on this checklul—st-0jay. BUILDING ENVELOPE MEASURES G esign- nforce- ' er went *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; - minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints r �� and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. ' c 150(e): Installation of Fireplaces, Decorative*Gas Appliances j and gas logs j 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door i b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. E �� I rE co was .� ; f 110-13: HVAC equipment, water heaters, showerheads ana faucets !. certified by the CEC. 150(i): Setback thermostat'on all applicable heating systems. fLA 150(1): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank.-� *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. Z. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. �. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking -appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling ixtures.IC (insulation cover) approved. _ To T-24 6 -AO -e-6.) -Be aware that glazing units '(including dobrs with _glass) must" ave permanent NFRC labels. Glazing labels will -be - t "_checked against -the -Title 24 calculations 'at the time of-'framin'g t inspection. If the installed U -value is of a lesser value, the Title 24 calculations must``be redone, and appropriate changes made to the t structure (e.g., this may include additional insulation, addition of screening devices, reduction of window sizes, etc.). I' Note that an Installation Certification Form CF -6R is required to be wpoxsted at the residence proper to the:issuance of a Certifica e f Occupancy. This is in addition to the Insulation Certifica e? IF APPLIES GENERAL NOTES SHEETE 1. ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG.. WALLS AND - FLOORS)Tb 6E CAULKED, SEALED OR WEATHER STRIPPED. .SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO 'DUCT _ ____ ACCESSABLE FROM INSIDE F.P. AREA c) FLUE .DAMPER TIGHT -FITTING 8 READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS TO BE INSTALLED PER ( U.M.C. 8 INSULATED 0- INSUL.- GAS EQUIP.) 8 (2" I NSUL .-HEATPUMP EQUIP.) 15# DENSITY TYP . V., 'C mh\ . 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 4.0 LUMENS/WATTS OR GRATER. g. FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. 9. W. H. TO HAVE. a) V-6" H I GHT PLATFORM. b) . VENT T HRU ROOF. c) ADEQUATED CONBUSTABLE AIR VENTING_ _ d) R-4 INSULATION 5'-00 TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING.tiF in t ou ap_ JE� f) R-4 INSULATION ON CIRCULATING SYSTEM. a) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAVE a) SIZED 8 CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WOOS. @ CONDITIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL- LY WEATHER STRIPPED. BETWEEN BOTTOM PLATE AND CONC. FLOOR. 15. CAULK 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT-. OR -OWNER TO SUPPLY MAKE AND MODEL. DIE`pAR APPRO"�=�� 4 ,! f LONGFELLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: Job ie�` �►zt2 3 3'?�0 2.� Job No: Address: W E P, T). �2 \10 AP#: FA R,q Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED• Timber Products Inc. ®���� P.O. Box 20455 °'' TMEk Portland, OR 97220 PP VF (503) 254-0204 RO LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800)678-0112 (530) 893-0112 • FAX (530) 893-0140 MR 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑- Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. GE �'�I�I �■ISI■IIIA � • mm 2C D2R x C N 07 ® rn Nom O�7l V 3 i D2 i DIF '3) DIE DD 00 1.00 DIC DIB D 1 R DI VAULTED GE GABLE END DETAII SIRONGBACK (NAIL TO LEDGER 12' O.C.) (BRACED AT 55' O.C.) -,, . A35 LEDGER (NAIL {I3(K) TO VERTICAL W/2 -10d NAILS) GAOL (K) SPACING FOR H3 = 56.0' D.C. REFER TO SIWSDN CATALOG C-9411-1 FOR PRODUCT ATTACIOiENT SPECIFICATION (ATTACH A35 IN FI DIRECTION (PI) () (SI) /I (M) 2X4 F.L. DR II.F. 12 OR I ( N ) ( G ) BTF. SIP.ONGBACK BRACE (S) (N) 6 C MAX \SI )\ \ (PI) PEAK`PLATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE 10 HATCH C04MGN TRUSSES (111) IEEL PLATE 10 MATCH COMMON TRUSSES. (0) OPTION 10 WEB PLATING: USE (3)-2' VIRE STAPLES (0.072 OIA./15 GA.) 1DENAILED THRU CHORD INTO WEB 6 11112U WEB INTO CHORD ON ONE FACE FOR A ]DIAL OF 6 STAPLES. (PI). ( SI) 6 (HI) MUST BE PLATED. (G) GABLE END DES KH BASED ON 75MPIi WINO LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HIEICiiT. , 7111, aur. Par PAOrn rune rnunurro .unur .. n.nr . .. . ... .�.•........ ... ROCT- MATERIAL OIITLOOKER ( C ) �< GAELE ENO 2X6 OIAGONAI ACE .I5 2X LEDGER II\ COMMON / TRUSSES II STRONGBACK BRACED AT 55' D.C. (C) IX4 CONTINUOUS LATERAL BRAC114G FOR GRACE (STRONGOACK ) --- - --- 72'. ATTACH AT NI 'd12 -Gd [COMMON HAI 24 ME NOTE: CHORDS TO BE 2X4 FIR -LARCH A2 MIN. NOTE: 11115 DETAIL NAY BE USED FOR TRUSSES WITH PITCHED O.C. ALSO. PLATE MAX. WEB LENGTH IX3• 2-8-0 2X4• 0-1-0 3X4* 13-6-0 6 - 10d .COMMON BLOCK NAILS i OUTLOOKER CRITERIA 12' MIN 24' MAX ... 3-IOd NAILS EACH ENO ,; 3.5' MAX. IVP. NOTCH a 24' O.C. I. S' MAX. 2X4 F.L. LUMBER GRADES MAX. LENGTH W[TIIGUT BRACING (N) MAX. LENGTH V/ STRONGBACK BRACE (S) STANDARD 5-11-0 II -10-0 Q Q Q O � ^ _� Q 1 lE`VI i ALPINE T---� TRUS S r1 L J n Q Q Q n ••WARNING— IAUSSES REQUIRE [HAEME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. A[FEN 10 HI 8.91(HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE INSIIIUIE. 667 O'O4OF10 DR., SUITE 100• MADISON. MI 6]119). FOR SAFETY PRACTICES PRIOR 10 /[9FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. IOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCIUAAI ►ANCLS. BOTTOM CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CIELING. '•IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PAODUCIS. INC. SHALL N01 BC 9CS/ONSIBLC FOR ANY OEYIAl JON FROM THIS DESIGN: ANY FAILURE 10 BUILD INE TRUSSES IN CUNT ORMANC[ YI IN 111: OR fAB9 ICAIING. HANDLING, SHIPPING. INSTALLATION OR BAACIN6 OF IRUSSE6. INIS DESIGN CONFORMS MIT" AI/U CASIt PROVISIONS OF NOS (NATIONAL DESIGN SI[CIFICAIION ►UBl1SN[D BV INE AMENTCAN FORIST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONN[, IONS ANE NAOt Of t00A ASI" A6l3 CN 71 GAI Y. $I[(I.. EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OINERVISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER , I DRAPINGS 170SO All 160 A -f. AN ENGINE[0.•S S[AL OM IRIS GRANT APPLIES OMIT 10 INC DESIGN OF INE TRUSS OEP IC IED MIEN[ AND SII ALL N01 B[ AE IIID UPON TN ANY OIIIEA WAY. QROFEss/ ON CAv '4 ��� ��'`„ W. y q,0 Au Z V C43 A * ff CIVIL Q, Of CAt1F 0 TC LL TC DL D C D L BC LL TOT A D . 30.0 15.0 0.0 50.0 11 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15=6-0 PLT TYP. Wave TPI -95 R Design Criteria: TPI-95(TO Q Q Q O � ^ _� Q 1 lE`VI i ALPINE T---� TRUS S r1 L J n Q Q Q n ••WARNING— IAUSSES REQUIRE [HAEME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. A[FEN 10 HI 8.91(HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE INSIIIUIE. 667 O'O4OF10 DR., SUITE 100• MADISON. MI 6]119). FOR SAFETY PRACTICES PRIOR 10 /[9FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. IOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCIUAAI ►ANCLS. BOTTOM CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CIELING. '•IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PAODUCIS. INC. SHALL N01 BC 9CS/ONSIBLC FOR ANY OEYIAl JON FROM THIS DESIGN: ANY FAILURE 10 BUILD INE TRUSSES IN CUNT ORMANC[ YI IN 111: OR fAB9 ICAIING. HANDLING, SHIPPING. INSTALLATION OR BAACIN6 OF IRUSSE6. INIS DESIGN CONFORMS MIT" AI/U CASIt PROVISIONS OF NOS (NATIONAL DESIGN SI[CIFICAIION ►UBl1SN[D BV INE AMENTCAN FORIST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONN[, IONS ANE NAOt Of t00A ASI" A6l3 CN 71 GAI Y. $I[(I.. EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OINERVISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER , I DRAPINGS 170SO All 160 A -f. AN ENGINE[0.•S S[AL OM IRIS GRANT APPLIES OMIT 10 INC DESIGN OF INE TRUSS OEP IC IED MIEN[ AND SII ALL N01 B[ AE IIID UPON TN ANY OIIIEA WAY. QROFEss/ ON CAv '4 ��� ��'`„ W. y q,0 Au Z V C43 A * ff CIVIL Q, Of CAt1F 0 TC LL TC DL D C D L BC LL TOT A D . 30.0 15.0 0.0 50.0 PSF PSF P S F P S F P S F REF R992 DATE 03/19/98 DRW CD I 12 1 SEAN - 25458 D U R .FAC . 1.15 FROM P D C SPACING 1 CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED -WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE—RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X6 I 'ROW 2X4 1-2X8 2X6 - 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X8 1-2X8 2X8 2 ROWS 2X8 2-2X8(*) T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB, a T -BRACING OR L -BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T -BRACE OR L -BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 00% OF WEB MEMBER LENGTH T—BRACE L—BRACE QT,>,O�ES31R, (S DRAWING REPLACES DRAWING 579,640 NG -0 TRUSSESREQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING CING. REFER 10 HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS 4STITUTE, 583 D'ONOFRIO DR., SUITE 200• MADISON, VI. 53719) FOR SAFETY PRACTICES 3 PERFORMING THESE FUNCTIONS. UNLESS OTIIERVISE INDICATED, TOP CIIORD SHALL HAVE Y ATTACHED STRUCTURAL PANELS AND 8O11OH CHORD SIIALL HAVC A PROPCRLY ATTACHED RIGID' .. IMPORTANT-- I'URNISI( A COPY OF THIS DESIGN TO TIIE INSTALLATION CONTRACTOR. NG NECRED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 11115 iNSHIPPINFAILG,E TU BUILD INSTALLINGTHE AND TRUSSES BRACING IOFCTRUSSES. DESIGN WITH TPIJ CONFO MS WITHT APPLICABLE 3NS OF NDS (NATIONAL DCSIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND SSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL NOTED LY ON�lI AS SIGOSiTONCOECTORSPDR-ZLONTHIWINGIDICATES Of N ERI RCSONSIBI SOLEFOR TRUYI SIlq) Nl TIIE*SUIIADILITY AND USE �(IF �THIS COMPONENTrFOR ANY PARTICI' JUILDING t, ti� Q.Q 1'•7� LL PSF DL PSF W No. C 5 DL PSF EW LL PSF lf T.L D. PSF FCUOQUR.FAC. ncr SPACING' REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 -ENG MLfIKAR Tmicc no it iter ini nry I lir. nrT►II THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUSS BRACING/BLOCKING DETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE TRUSSES, AND HAS NOT BEEN nceVCAUTn m n: eTcr 1 NTCOAI cur:All I nAnc I'(A) 2X4 13 HEW -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (0) 2X4 H.F. 03 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SIiOrTN BRACE MAY BE LOCATED ON EITHER FACE OF VERTICAL. LING SECTION S -S TRUSS (T) - TRUSSES (P) SHEATHING APPLIED TO TOP CHORD. (M) IF TRUSS HEIGHT AT SUPPORT IS IU.O" OR LESS, DIAGONALS NOT REQUIRED. (L) LOADS AS INDICATED ON TRUSS DESIGN. ` (BB) BLOCKING TO BOTTOM CHORD OVER SUPPORT, H.F. 13 OR BETTER 2X SIZE E9 a APPROX. 45' OF DOTTCM CHORD. PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STD 18.20 CA - 1 - R - f•' ,.' O O O YARNING" TRUSSES R[OUTA[ [kIR[MI CAR[ 11 FABRICATION. HANDLING. SHIPPING. INSTALLING AND 'BRACING. RIFIA 10 X11.01 (HANDLING INSTALLING AND BRACING(, PUBLISHED BY IPI (TRUSS PLATE INSIIIUI[. 511 O'OROF10 DR.. SUIT[ 100. MADISON, 11 5111/I. FOR SAF(IT PRACIICIS PR TO' 10 P[RF ORMING INE S[ FUNCTIONS. UNLESS OINERYI SE INDICATED. IOP CHppD SMAII HAY( PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID TITLING. '-IMPORTANT" FURNISH A COPY OF THIS DESIGN TO INE INSTALLATION CONTRACTOR. ALPINE ENGINEERED [[ SS�O �Q,i 4 OR //, 'yC h TC LL TC DL B C D L L REF R 4 2 % DATE 1/12/94 _ O ' D �TT�� ALPINE P Tlv E-� L �■ .l1 I E TRU S S O CI O 1=7 PRODUCTS. INC. SMALL NOT BE R(SPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE YIIN TPI: OR FABRICATING. HANDLING. SNIPPING, INSTALLATION OR BRACING OF TRUSSES. IRIS O[SIGN CONFORMS YIIN APPLICABLE PRO►ISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBO SN[0 BY INE AMCpICAA i0A(SI AMD PAP(p ASSOCIAV ON) AMD 1P1. A111N[ CORRECTORS ARI MADE OP IOGA ASIM A651 GR11 GAL Y. STEEL, EXCEPT AS NOTED.• APPLY CONNECTORS 10 DRAWINGS[ OF 110.1150 TRUSS.AND 110NA[F. SS OAR(RWISE EN61NI(1CS1ED SIAL01IS TRIS(SIGN. POSITION GRAYING APPLIESCONLYC TO INE( DESIGN OF TH( TRUSS D'TICI[D XE AT ARD SMALL NO1 e( RRITD UPOR 11 ANY 0(X14 WAY. W oe 6'plflEll * �� cl tt �� OF C� L L TOT.LD. D U R .FAC . SPACING SEE ABOVE DRW 3,048,634 CA -ENG C W C / CALIFORNIA PERMANENT BRACING START OF TOP CHORD FLAT TOP CHORD. PURLINS. EXTENSI NS. (SLOPING ('TYPICAL (CONTINUOUS) TO FLAT ('TYPICAL/ N1 HI Y * SET A BACK ANENT BRACING DETAIL CRIPPLE SUPPORT LAYOUT START OF TOP CHORD EXTENSIONS. (SLOPING 1'0 FLAT) —' ROOF SHEATHING. PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF' PERMANENT DIAGONALS FORMING BRACED BAY AT THE yl HIP CAN BE; EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: 1) THE CONTINUOUS 'TOP CHORD PURLINS ARE ATTACHED TO THE FLAT TOP CHORD OF THEy1 HIP. 2 THE END JACKS ARE SHEATHED WITH PROPERLY ATTACHED STRUCTURAL PANE .) SECTION A -A FIELD APPLIED OR BIJIL•T-IN CRIPPLES CRIPPLE IN PLANE CRIPPLE OF TRUSSES SPACING COMMON COMMON TRUSSES CALIFORNIA HIP SYSTEM TRUSSES #1111p PIT PIT(,RHED AND SHEATHED B CHORD AREA. o -CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE '1'0 FLAT TOP CHORD AND EXTENDED TOP CHORD, USING 3 - 8d COMMON TOE NAILS OR 2 - IOd COMMON NAILS THROUGH FACE. SECTION B -B BUILT-IN CRIPPLES OR FIELD CRIPPLE SPACING � REFER TO ORIGINAL DRAWING .:� )POP OPIPPI t enerfNr (C) CHORD EXTENSION (TYPICAL) (D) SETBACK— * (B) (B) (B) '(B) (D) I .(B). (D) (B -Zz�r`l HIP GIRDER U(B) PURLINS SPACED 24"O.C. TYP. (CONTINUOUS 2X4) (C) CRIPPLES SPACED 48" O.C. TYP. (D) BUILT -1N FILL CRIPPLES (HORIZONTAL MEMBER OP'T'IONAL) zWARNING•■ TRUSSES REI D BRACING. REFER TO I PLATE INSTITUTE. 503 D'O PRION TO PERFORMING THE I'ROPERLY ATTACHED STRUI CEILING. r IMPOk1ANTr ALPINE ENGINEERED I'I(OOU DESIGNI ANY FAILUkE TO I • HANDLING. SHIPPING, INSTA PROVISIONS OF NDS (NATII PAPER ASSOCIATION) AND ' EXCEPT AS NOTED. APPLY THIS DESIGN. POSITION COi ACCEPTANCE OF PRUFESSIC (B) 11#21#31#41#51#6 SEE CA -MIP ENGINEERING FOR JACK 'TYPE USED. NOTE: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE BRACED BAY * —F -A / t V A SE T HACK —' ROOF SHEATHING. PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF' PERMANENT DIAGONALS FORMING BRACED BAY AT THE yl HIP CAN BE; EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: 1) THE CONTINUOUS 'TOP CHORD PURLINS ARE ATTACHED TO THE FLAT TOP CHORD OF THEy1 HIP. 2 THE END JACKS ARE SHEATHED WITH PROPERLY ATTACHED STRUCTURAL PANE .) SECTION A -A FIELD APPLIED OR BIJIL•T-IN CRIPPLES CRIPPLE IN PLANE CRIPPLE OF TRUSSES SPACING COMMON COMMON TRUSSES CALIFORNIA HIP SYSTEM TRUSSES #1111p PIT PIT(,RHED AND SHEATHED B CHORD AREA. o -CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE '1'0 FLAT TOP CHORD AND EXTENDED TOP CHORD, USING 3 - 8d COMMON TOE NAILS OR 2 - IOd COMMON NAILS THROUGH FACE. SECTION B -B BUILT-IN CRIPPLES OR FIELD CRIPPLE SPACING � REFER TO ORIGINAL DRAWING .:� )POP OPIPPI t enerfNr (C) CHORD EXTENSION (TYPICAL) (D) SETBACK— * (B) (B) (B) '(B) (D) I .(B). (D) (B -Zz�r`l HIP GIRDER U(B) PURLINS SPACED 24"O.C. TYP. (CONTINUOUS 2X4) (C) CRIPPLES SPACED 48" O.C. TYP. (D) BUILT -1N FILL CRIPPLES (HORIZONTAL MEMBER OP'T'IONAL) zWARNING•■ TRUSSES REI D BRACING. REFER TO I PLATE INSTITUTE. 503 D'O PRION TO PERFORMING THE I'ROPERLY ATTACHED STRUI CEILING. r IMPOk1ANTr ALPINE ENGINEERED I'I(OOU DESIGNI ANY FAILUkE TO I • HANDLING. SHIPPING, INSTA PROVISIONS OF NDS (NATII PAPER ASSOCIATION) AND ' EXCEPT AS NOTED. APPLY THIS DESIGN. POSITION COi ACCEPTANCE OF PRUFESSIC (B) 11#21#31#41#51#6 SEE CA -MIP ENGINEERING FOR JACK 'TYPE USED. NOTE: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE $ RESPONSIBILITY OF' THE TRUSS DESIGNER PLA'T'E MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS EREC'T'ING 'THE TRUSSES ARE CAUTIONED TO SEEK ADVICE OF A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. ; *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURA'T'ION FAC'T'OR REQUIRED. THIS DRAWING REPLACES DRAWING CD110 E(XHANDLINGREME AINSTALLINGIN lAND1BRACING). VUBLISHLPONBY II 1 (TRUSS TC LL PSF REF CALIF. BRACE 1 DR., SUITE 200. MADISON, W1. 53719) fOR SAFETY PRACTICES 06/25 D9 NCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVEQF ESS I 0 TC DL PSF' DATE PANELS AND BOTTUN CHORD SHALL HAVE A PROF ERLY ATTACHED RIGID ISH A COPY OF THIS DESIGN In TIIE INSTALLATION CONTRACTOR. QQ� BC DL I'SF c DRWG L�RCALIIIPOG99 NC. SHALL NOVI T BE RESPONSIBLE fOR ANY DEVIATION FROM THIS THE TRUSSES IN CONFORMANCE WITH TPL OR FABRICATING, AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL PSF -ENG .;. DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEE r TOT.LD. * PSF ECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED N DUR.FAC. 4,? TRS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES NGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Y AND USE CIF THIS COMPCNENT FOR ANY PARTICULAR BUILDING min nINF. IIF SIGNF@ Pro ANV lTPI I QQS crrttnu 'i SPACING * B I CD101 ' I7 STANOAnO JACK DETAIL n SPACING 24" O.C. N DEFLECTION CRITEf1IA: 1.!3x3 ILIVL LOAD) to RAFTEII SLOPES < 4: 12 - L/240 to N RAFTEII SLOPES > 4: 12 < 12:12 - L/100 CEILING JOIST - L/240 RAFTER �� II IT IS TIIE AESP014SIBILITY OF THE BUILDING DESIGNER A140 -'TRUSS FA011ICATO11 TU REVIEW THIS DRAWING PRIOR TO CUTTING LUMDEII TO VEIIIFY THAT ALL UATA. INCLUDING DIMENSIONS AND LOADS, CONFORM TO TIIE_ A11C11ITECTURAL SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 2X4 1.5X3 MAXIMUM CLEAfI SPAN ?-X4 DIEM -FIR S'1'A�IUARD RI_fll nim IF RAFTER h107 CEILING.JOIST SUPPORTED AT ENO LIVE LOAD (PSF) DEAD LOAD (PSF) DURATION FACTOR SIZE - GRADE RAFTER SLOPE ; 4:12 RAFTER SLOPE > 4: 12 BUT ?__ 12 16 16 y30 30 16 16 30 30 10 15 10 15 10 15 10 15 25% 25% 15% 15% 25% 25X 15X 15X 2X4 pI FL 9-2-0 8-7-0..._ 0-11-0 7-11-0 8-5-0__ 2X4 SS FL 9-6-0 _ 2X6 81 FL 13-4-0 _ 12-6-0 13-1-0 10-9-0 11-10-0 2X6 SS FL 13-I1-0 CEILING JOIST 5 1.00 --MAXIMUM CLE M SPAN -- 7-5-0 0-11-0 0-4-0 7-10-0 7-5_.0•__, 8-0-0_- _ _ 9-3-0 .8-7-0. 10-2-0 12-3-0 11-6-0� 10-9-0 10-3_-0_ 13-11-0 11-4-0 — _- 12-8-0 11-11-0 11-4-0 10-10-0 _- 13-11-0 VL 1 III'.— n 1` Nv MHIMPORTANTHN"1,1`111ulcurncu rIMmIA1a. u1`.. WARN ING11Mrs9E31E0UlllEEMlllfllEC O O O O q t= Slull 11111; of IESrOMIIIt E.f1111 AIF 111 IbUC11.11q, EIKCIInI ~ O 1`J J O [= OEr1A11011 Ff*H 11111 IIISISII On IIESE SII*C1r 11:A1limits. ' not AIIr OIIACIIIG. SIE 11111.01 At Irl. SEE 11113 I I O C= [=3 O fAllunE 10 ODUC WE (MISS 111 COIFOIWA14:1 111111 OSTM Of 11'1. Not A110111lul SPECIAI. r11111A4EU) ODIC O .t= G Y_1 /1,1`1111 Ca•ECIOnS UI: NAGE Of IOCA nAIV. SIEEI 11EE11110 ASIN (�,•r 01111EIIE1115. UIII.ISS OIIEIA/151 IIIIICAIU AAl �Afyw� 1,w-• ` O [= f= O 1143 SII f OCIN AS 110110. AWIr f00289C11M1S IU UC11 fl[E Or Cl qlO flNll OE IA IED/Llf PnlCE11 M1111II 6� C=3' ALPINE o IOUSS AICI WILISS OUEnWISE IOCA1In WI IIIIS nI$IGII POSIIIO11 1,r AIIACIEo rIrMlMlll SIf:411111M:, 0011011 In O l= COUEC1011S Pin OIIAMIIIOS 130. ISO C IGOA-r. OCSIOII f1AluAluf MIM r111M•Ellr AllAlarO nlr.11l 1`.E Il.11ll -- TRUSS 0011'OM M/APm ICAnIE IY111ISIIMK lir 1"19 C Irl. All 11MIIlEfn'S 511L Oil IIIIf OnIM11b AIS'lltf 10 lilt 1:IMf'IMEIII O(PIl:lfn ICIE AI.PIIE II.CISIII:AI IA*nAIE 11/1/911 !1111 l'Ig1 EMIlMAII AI'11.ICAIIIMI. IUIMIItJl A Coo,( or 1111 CI •` (' LI � IM 44Y. Atilt fllAll 1101 0[ U[l 1111111`1111 1,U All! Illicit MIr, IKSICU 10 UE 111053 (WC1101 LIMIInAf.11111• OF • •11'1 - 11AIG" I'IAI( 1113 1 1 11111. 1o15 - I09I 11A111111AI IV911i11 -.1.11:1117.11 Iwo fool 11111111 CINI•.I/e1f.1I1111 11L'V 1/.UNN REF R992 -- DATE 02/ JACK DETAIL "' '0101 CA -ENG JS P 11'14 IIIIAIIII III I A.I I 1 Y (R)R►ncr: 11OARD '10 ur_ AITACIIED WHII 1011 COMMON 14AILS TO THE 2X4 hNIZL►N Ar 8" 0.c. (P)AIIACII 2X4 POPLIN WITII 2-10d COI•II40N NAILS A7 EACII TRUSS. I' L 1 IIII S 11111; I'M I-AIll 11 1 full) (:III11'llll 11 I111 -III (I IIAII% 6 11111l 11:;11)IlS) SIIIIIII I If II [IV 11111';0 III II (N)REFER r0 111E 1994 UNIFORM BUILDING CODE CII. 23, TABLE 23 -I -Q FOR NAIL114G 01' PLYM3100 SIIEAI'IIING TO TIIE RIDGE. I1'II Wavn 1111 -(1 ,%11 I1ne II /'1.i I—I. EUI nr lc ll.w �1 - - OI INC. ••NAPNI IAUSS[T pla( IIIRIN( IARI IN FABPICAlION, IXSIAlI1NG AND SIII111) iJJIQ,�I 1 / 1 I. ON AC I . II 10 l-91 j11 ). P11 11 OF IPG. X$MA0150N, IMING APO URASJl11),PFORISAFIIYY11ACIICI O .T 1M ^• yc I C 1.L 16.0 PSI' 1 1U. 1(42/ - - 32210 I IASIIIUII,A SBJN0'OROF1010R, SU1,11 100ANOtING PRIOR10SS IO CV�� ��" '� A IIA1L 11.)/1)�)/J(' •" —� /I NI ONNIAG 1111 Sf FUNCI IONS, UAI11s OIIIIRA S( iN01CAlI0. IOP CIIOAO $ IIA II IIAYI PPOP(RlY AI IACIIIO = \�~ 1C 01. 1''I .11 I'SI. 11 SIPUCIIIRAI PANIL $• 0011PM COONO SNAIL HAVE A PPOPIRIT AIIACHIP RIGID CIFIING. -- - -J '•IIIPORIANI•• IURNISN A COPY 01 IIIIS OISION 10 INC INSIALIAIION CUNIRACIOR. ALPINE ENGINEERED r V I�'C r 11C D1. 1B.B I'm: 0111'1 31080,033 . PAODUCIS, IAC. SIIAII N01 B( R(SPORSIBI( FOR ANY OITIAIION FR011 1OIS P($IGN; ANY FAIIUR( 10 6wmI * CA- LIG / pm BUILD 111( IAMIS IN CONIORIIANCI Y1111 IPI: OR FABAICAIING. HANDLING, $IIIPPING. INSIALLAIION OR * 8L I_I. 0.0 I'M: I BR AIIAG 01 IRUSSI S. IIIIS 1) s1GN cONFOAHS NEIN APPLICA"II PR0YISIons OF tics (NAIIOIIAI DESIGNSPICIF (\ry (\\ CPIIN(( IURSION ANI FIIAI'll I111 MINICARIORISI ALPINE O l SHID01 7(IV ANSI IASIN011 AND IPI. 1` ��� �• IBI LII . A 1 .0 IIII SUMI � 111)1111 IZ�/1 USS ASL I 11 GAI Y I(l'RI IC(PI T IORS 10 IA[11 IA(1 IAIIi r1Y OQ�\� �O` C J1.J 01 S. ANO UNIISS 0111(AYI Tf (OCA 110 ON 11115 OI SIfiN, POSIIIO0.M COIINI CIQYS PIR ()IIII .I /\1. ) 2�) ( 111111_----- 1 1 1 1 1 1 A0.1NIN1;5 110. ISO INP 111 A L, IN INI;INIIN'S SI AI 1111 IIIIS IIP AYI Mf. 4P1'11Is ONII 10 1111 PFSIGN ^•• •'--••—•—•••___A _..... _..—._. ._ _...... — .... ....... .... ._...._... .. 1�1 IIII IR11.1 NI I'I1. 1111 III NI ANII '.IIAII 11111 111 PII 1111 III'lIN IN A111 IIIIIIP YA1. WAC 11111 / () 1 BI PIGGYBACK DEF -FAIL THE DETAILS BELOW ARE ACCEPTABLE F -OR THE FOLLOWING WIND CONDITIONS: 00 MITI WIND. 30.00 FT MEAN IIGT; ASCE 7-03, CLOSED DLDG, 00 MPII WIND. 30.00 FT MEAN IIGT, SBC, SEE IIID -01 SECTION 13.2.1 FOR DIAGONAL LOCATED ANYWHERE IN ROOF. 100 MI FROM COAST, ENCLOSED I1LD0. LOCATED ANYWHERE IN ROOF BRACING. CAT I, EXI' C. WIND TC DL=5.0 F'SF, WIND BC DL=5.0-PSF. WIND TC DL=5.0 PSF, WIND DC DL=5.0 PSF. DETAIL A 1 DETAIL B FLAT TOP CHORD < OR = 12 PIGGYBACK CAP TRUSS TOENAIIED TO AL1. TOP CHORD BRACING WITiI (2) IOd COMMON NAILS. • 12" MIN RIGID SIIEATIIING OVERLAP WITII Od COMMON OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. c- FLAT TOP CIIORn c nn - 20 DETAIL "C CAP TRUSS TO TOP3X8 TRULOX TPIA' ESE(EACH FACE) IATDEAC BRAING IC NU AND 1/3 POINTS.. ALPINE 62PD PIGGYBACK CONNECTOR PLATES OR BxB PLYWOOD GUSSETS MAY BE USED IN UEU OF TRULOX PLATES. 1 PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) IOd COMMON NAILS AND SECURED WITH 2X4 #3 GRADE SCAB (1 SIDE ONLY) ATTACIIED WITH10d COMMON NAILS AT 4" O.C. No. C5 r■y{. 2 T tF O CIRCLED NUMBER INDICATES REQUIRED NUMBER FIAT TOP CIIORD < OR pp' OF 0.120' X 1.375' NAILS, nR EQUAL. PER FACE PER PLY. SEE DRAWING IOU TL FOR TRULOX INFORMATION. AL9'ERNA'PE CONNECTION 4 (4) Od COMMON IIAIIS EACII FACE e" X e" X 1 /2" PLYWOOD OR OSB srnrl RATED 24/0 CUSSEfS EACII FACE. ATl'ACII WITiI (6) BRACING \ ed) COMMON 1 .11:1x2" ) NAIIS PER GUSSET. IGN (4IN CAP DC AND (4) IN BASF TRUSS FIAT TC. AND $PACOIG. IRCFERSTo HIO-91(1ANDLINGREUDIRE EXTREME AINSTALLING RE IN IAND IBRACIrG). PUBLISIEDNBY INSTALLING IT(TRUSS TC LL ' PLATE IIIIIIIUIE. 503 D'IDNIIFRIO DR., SUIT[ 200. MADISON. VI. 53719) FOR SAFETY PRACTICE'S PSF _REF PRIUR 10 PCkFURHffili INCSC FfiNC110NS. IINLCSS DIIERVISC INDICATED. lOP CIIIIRD SIIALL HAVE PROPERLY AIIACIIED SIRUCIURAL PANELS AND BOIIUM CIBIRD SHALL IIAVC.A PROPERLY AllACHED RIGID TC DL PSF DATE 3��J _ CCILIIIG. •IHPOR1Af11•• FURIIISII A COPY OF THIS DESIGN IU 111E INSTALLATION CUNIRACIUR. DRWG 50 1,670 ALP1!fit 1NGI1ICCRED PRODUCiS. INC. SHALL NOT BE RESPONSIBLE FIIR ANY DCVIAIIUN FRIIN )HISrll$ANY NELE IRUSSES LINfWilli iCONFORMS DC DL PSF i HANDLING.SHIPPING.INSTALLI NG BRACIIGIOFCI USSES.NLEDESIGNWilli APPLICABLE IOns or NDS 10PI LALPIUCNCONNCCIORS TARE DC LL PSF ENG SJI'/ICOR PAPCRPOvISASSOCIATION) ND MADE Or 20GA1 ASINNA653 GR OERICAN R GALV AND CXCEPI AS NOTED. APPLY CONNCCIORS )O CACM FACC OF TRIISS AND, UNLESS OTHERWISE TOT.LD. MAX fiU PSf LOCAICO ON Fill$ DESIGN, POSII1011 CIRINCC10RS PCR DRAWINGS 160 A -Z. IIIE SCAL ON 11115 DRAWING INDICATES A[CEPLANCE CIF PRUFESSIfDIAL ENGINEERING RESPONSIBILITY SULCLY FOR TIIE TRUSS COMPONI:NI T DUR.FAC. 1.15 ' IEif i L P N 121E TLJIL^B[ii[I s11ii nlriG EOlir iri IfR PER AN1N/IF I ANY -1995 PS "Ot AR BUILDING SPACING 2.I.0" T (r ARMUD1 f -UKK - MIM - Al Z1 ' 7" CDIIN ) TOP CHORD 2x4 OF -L $1 BOT CHORD 2x4 DF -L J1 VIEBS 2x4 DF -L Standard IIIIS UNG PKLI'AHLU FRUM LUMPUILR IfIPUI (LVAD 6 DINt(1JIUI0) 3-UU14111tU UY WU33 nrn. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC Q 72.00" OC. DEFLECTIDII MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD, PLATES DESIGNED FOR GREEN LUMBER PER PIDS-97 TABLE 7.3.3. w 10 PSF BC LITE LOAD PER UBC. W205g4dR) III H 0 OD m SCD u. 0 OD 0 1•-1 0 \ PI N In 0 I42.SX4(B1) 142.5X4(81) 1-0-0 1-0-0 L_ 10-9-8 I 10-9-8 1 IE 21-7-0 Over 2 Supports R=764 W-5.5' R-764 11=5.5" IF— 0 PLT TYP. Wave TPI -95\R Design Criteria: TP[ STD UBC 19. CA - 1 - - F Scale =.25" Ft. L'Oodellaw Lwnber a9tcrcriAvenue.McoCA95928 "AARHIfIG•• TRUSSES REQUIRE EMENE CARE 1N FABRICATION. 111 4 01. 1 4-1, SHIPPING, INSFtiILING AND BflAClhl. RFFEA Ti IIEB-91 (HAVULIYG IASTAL0HG AHC BEACINGJ, Pt3LISHCD BY Dl :1RUSS PLATE r0 1N ST IT: I 3 0 ..i .a z 0 .a t 1-1 O \ CIO N in 0 PAR11Ub17-URR - FARM - BI 18'8" SCIS TOP CHORD 2x4 DF -L ,#1 BOT CHORD 2x4 OF -L fl. WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER PIDS-97 TABLE 7.3.3. THIS DHG PREPARED FROM COIIPUiER INPUT (LOADS 8 0119ERSI0RS) SUMMED BY IRD55 Mi -K. III LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24,00" OC, 8C @ 72.00" DC. DEFLECTION MEETS L/240.00 LIVE AND L/L80.00 TOTAL LOAD. W4X4= -T a L--2 0 0-411a 46 1E 9-4-0 4 4-0 '�"' 18-8-0 Over 2 Supports . PAP R=727 41=5.5- . PLT TYP. Uave TPI -95 R Design Criteria: TPI STD UBC 19. CA - 1 - F Sc'a'1'e,=.315" Ft. Lmio rellorr'I.umbcr "VARUM— TIMES RCOUIR[ 11M.IIE WEIR MKICATION, HAHDI IHr. SdIPP11G, IVSIA.LIHU AND BR.LC]HG_ REFER 70 418•51 QIES •i�O�I TC LL 16.0 PSF REF R427--49294 89LmtnAiellue,ChioJCA 959IB (HANDLING INSTAlLI%S A1) DRACIL'G). PUEIIS110 EY TPI (TRUSS PUTT )HSr1TUl[, SB3 0' -v.T, O [R„ SUITE ADC, HACLSON. H[ 51119), f0R SAFETY PR.kCTIC2S PRIOR i0 PCRFOnI"%_ 1�105C rU.1'CTIC•NS. UNLESS O7HCR1'I SC INDICATED, TOP CHORD SHALL IIAAC PROPCRU' Ar-.kckO �-cpp� V, F TC Dt 10.0 PSF DATE 05/21/01 ' S1R0CIURAL PANCLS, ODIIC•Y Ctorn SHALL H1171 A Gd OPEAL7 AlrACHEO RIU10 C[IL:NG. • "IHP01TJkhI tl lUR.VISH A Ci•PY Jf INIS n: SIGN 10 rHr ]HSr&IIA710n CONv1ACTal, AIPIRi CHGIRMID INO"clS, INC. SHALL Hof BE ICSPONS[d L[ FO: ANY OCVIAIIi•N fADH THIS )CS[SH; ANY fAll.1C TO 9.wI 7P r RC DI- 7.0 PSC DRN CAUSR427 011.11010 BUILD Illi TRUSSES Is conroRHAHCE RIrN 1P1; aR FADRIC.tI ITU• 114NOLING• S]IIOFJHG. 1NSTALLI.15 AAO BLAC[No Of TRUSSES. rnl5 r BC LL 0.0 PSF CA -ENG LVT/CWC OCS[UN COBfORHS HITH PFLLCAB--L Pn3MICHs or NDS (YATP)VAL OrSIGV 34 1 7ALPINE SPCCIlICAllON PUELISMCD 6Y rHL AIILR IRAN FOLCSf AND PA, -LR �SSCC1Al[5N) AND 7P1. AIPItC %4o * * COHNECIOnS Ant PADS or TOGA 4 1B Ati51 GALA. sim , EACEPT As NOT?J. APPLY co.ivrctois TO I ACH FACE OF TRUSS, AHO UHLi SS 01 HERVISE IOCATID JL T>13 OTSI.IH, !3SIT1on CORRECTORS PER OLANI NGS IGD A-]. 111E SC.II aN 1111S DRAV) MG INDICATES IccEPURCE or IR.SS(09AL 1VGIH'.IR IAv C^� ,flv TOT . L D . 33.0 PSF SEAN - 40204 DUR 1.25 FROii GA Alpine EugineeTed products, Ina• RCSPONSIBILIrl SOLELY FCR TH! 1RJSS COHPJVfHf DCSIGH SHON1. IH: SUIIABI1II'I AND USC Ci I H 1 5 w�p�y�(7 ,FAC . Sacramento. CA 95828 BUIIDInU 1S IHC HISPJNSIEILITI' or IHC BUILDf.15 OCS)GHER, PER 4-" SPACING 24. 0 ANSIIIPIr]rl9v5N5CCilON�rLAR 0 9 0 .a a c� z CD .a T IPAKI9U51/-0KK - FARM - Cl 13'6'• SCIS I TOP CHORD 2x4 OF -L ,#1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEII LUMBER PER IIDS-97 TABLE 7.3.3. W4 X4 = THIS DIIG PREPARED FROM CONPUTER INPUT (LOADS E DIMENSIONS) SUGH111ED BY. TRUSS twit. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLIIIS: TO BRACE TC 19 24.00" OC, BC C 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/100,00 TOTAL LOAD. 10 PSF BC L1VE.LOAD PER UBC, +8-0-0 LG2.0-0t<2.0-0 du —6-9-0 6-9-0-b --13-6-0 Over 2 Supports --� R=599 W=5.5'`y4 R=549 W=5.5" °-- PLT TYP. wave TPI -5\R Design Criteria: TPI STD UBC 19. CA - 1 - - - F Scale =.25" Ft, fellow Lumber"WARRING•• rRUSsrs RlOUiiC 211--eir CT Iv FABAICATIO.Y, .ipNOTING. SHIPPISG, IASIAL-ING 4WD 89LIDIco mille, Chico CA 95928 BRACING- REjIN 70 H18-91 IHAHDIIHG 1HSTALL1AS AAO BRACIAi), PUBIIS.10 BI IPI (RI USS IIATE Q��TESS/0' TC LL 16.0 PSF REF R427--49295 INST[TUi, 593 D-OnbFRIO OR., SJIIE 2D0, RADISDH, N[ 5]7191. F02 SAfC it PR!CII CES PRIC,l 10 rERreIH1AG TH[sE rLin 6ICxS. PHLE iS DrNCRWI SI 19OfCA1ID, ICF cNOP,D SHALT IDYL PP.01CRL/ ATIAIHID C E TC DL 10 .0 PSF DATE 05121101 SlAUC7URAlPAROLS, BbI TOM CHOID SHALL HA -1 A PROPERLY 411/CITED RIGIO CI1115:• '41HPORIAHI— FURHISH A CD:Y D/: IR 15 Be S16N 70 T.+f I%.AIl Ai 10H COHIRACTO1. )l F1HE LNG(4[FREO A. 9(', DL 7.0 PSF M) CRUS P.417 O1: -0:O!9 PRODUCTS, INC. SHALL war UC RISP04SIBIC FCQ AIY DEYIAII&v FROH T-115 Df SIDNI AA'i FAILURI 10 4 ALPINE O -ILO 111E ICU ISIS 1H COHFORP.AllE Vim im; OR rABRicArm. UPA)LIA`o, SHIPPING, INSI}.LIHG AND BR AC TAG GF 7RU SSES. THIS DISIGW CDSfORHS HITH APPLICABLE PRC•IISIOHS or AOS (AA.TIGNAl DESIGN * * BC LL 0.0 PSF CA -ENG LVT/CWC SPICIFICAIIOH PUBLISH20 Df INT AP.IiICAW fCR[ST AND PAPER ASSOCS06T104) AVO Ill. PAP(nE CC•WNCCICRS ARE HAD[ OF 2CGA AS1N 5653 SE40 SALY. SrEEL. CXSLPr AS AOICO. APPLI CUHn:c1OHs iC TOT. L Q , 3 3 . 0 P S F SE 0 N - 40210 EACH F4CC Or TRUSS- AAO UALE<-S GT6IRHISE LO-"AIEO OA THIS OES16A, POS11FOR COWHECi0i5 PIA �I DR4x1nGs Ten A-7. THC SIAL ON I"IS ORA4[W6 [v,IICAICS ACCIPIANCE of PADfESS10A11 INGIHCCfl1HG R• D UR .FAC . ] .25 FROP1 GA Alpine El,,,cred Prodocls, Inc, RESPONSIBILITY SOLILY rDR 111E TRUSS CCYPOA`_VI C[SfG4 SHOWN. TINE SUIT431Li7Y lA0 USE Of iMTS o�eA SDaDInrnIgCA95829 COMPOM(NI FOR ANY FARi1CULAR DOILDIHG IS TAI RESP On SI OIIIIY Of 7HE 6UILDING -)CSI6LCR, ICR W RIA SPACING 24 .0" dx Sl/T)I 1.1995 SECTIOV 2. r 0 t9 (P)iKF'lUtlJ/-UNH - FARM - CIA 13'6" SCIS TOP CHORD 2x4 OF -L $1 HOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard :141 2x6 DF -L $'2: PLATES DESIGNED FOR GREEN LUMBER PER IIDS-97 TABLE 7,3.3. 10 PSF BC LIVE LOAD PER UBC, W1.5X4 -7- 0-9-3- f N1 W4X4 = 11115 D11G PREPARED FROH COHPUIER INPUT (LOADS H DIMENSIONS) SUDHITIED BY TRUSS HFR, LEFT ENO VERTICAL 110T EXPOSED -TO WIND, IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS; TO BRACE TC @ 24.00. OC, BC @ 72.00" OC, DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. •112 . 5X4 T: W2.5X4(F2) 8-0-1) +8-2-0 6-3-0 6-9-0 I- 13-0-0 Over, 2 Supports _ R-422 W=5.5"; � R=436 4=5.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC 19. CA - 1 - - - F Scale =.375" Ft. Lcmgfell(iw Lumber "HARNIAG•• TAUSSCS BIOUBC r1 TR[AE CAYC lY r1B51GQICA, hAHet IHG, 541PPI V6, INSTAtIIHG AND 891.OIeUAWiffia,ChicoCA95928 EAACIN6. REFER 1D HID -9I (IIAA6lltl0 INSTALLIVG AA-) BRACfAG), PUB11SnID Of 1P: 0AUSI PLATE FESSrp{r�. TC LL 16.0 PSF REF R427--49296 INSTITUTE, 993 D-OHOFRIO OR., SUITE 200, HAC?SOH, NI 5])19). FOR sircrl PRActici5 PR:. -L TO /�• TC OL 10.0 PSF DATE 05/21/OL n ir01RIAG Te CSC FUNCI(OA'S. UNLESS OFHCRKISC INOICAICO, IO: CHORD SHALL HA''rl PROPER, Y AT7ACUC0 SlROCTURAt PAYCLS. BOIICN CHORD SIIALL HAV A P.IOPERLY ATTACHED RIG10 CIILIAG, ",'F/yf '`1HPOR!A81" FURHISII A CCPV Or THIS DESIGN 10 TI:C IYSTAtlA110A COHTRACIC%I. •IPIHF rtscim o �Y BC DL 7.0 PSF ORN CAUSR42) 01141020 PROUD C IS, INC. SHALL Nor aC RCSPONSIBIE FOX ANY DE1'IATIOI rP.ON rH15 Dr51GYl ANY rAILJ.Ir TO OUILB lliE 11USSCS IN CONFORMANCE MITH IPI: DP, rABR1CA11HG.. NAIDLIY6• TRIPPING. IHSTALLIAG AND r� 7[! nPI BRACIA•i Oi IROSSES. 1"15 DESIGN CCAr0P.Ni 111711 PLIC ABL? PRO ISIDHS Or ADS (AAI OVAL CISIGA w2mI BC LL 0.0 PSF CA-EN6 L4T/CWC SPECIFICATION 1[ATIDH PURL IS:r BY IAl ANI LIGAN 40 GAL AMC PAP'X ASSOCI AIION) .AVD i:l. ALP[YC IOT.LD, 33.0 PSF SEDN - 40216 LONNCCIORS AR9 HA Df Cr 2GGA ASIH A653 SR40 BALM. S=PCI. LASSOO AS (DIED• A40 [CAI[LICAS 10 EACH FACE Or rAUS S, AU UYLC IS OT HCRRISE LOCAT(D CA 111:5 DESIGA, POSIT)011 COHHCC TOPS PCR M OR 401 '-is 160 A•1. THC SIAL ON 1H1S DRANIN6 SN0IC AICS ACC[PIANC[ Of AROTE SSIO.I AL MINE Ii1HG Cilfl �` 0 UR .FAC . 1 .25 FROM GA AlpuloEUgjaccred Pioducls,Inc. RESPBASIBIl11Y SOLELY rOP. IIIE IRU SS CC•.HPOA!NT OISIGY SHONN. 711E SUITABILITY AYD USI OF 1NIS SOccaute110, CA 95928 CCHFORM FOR ANY PARrICU!AR allILOIHG 1S rr:C P.:SPOASIBII It? Of 711E aUIL01H6 OE IGHER. PER SPACING 24.0" AASI/rrl 1.1991 SECIIOY 2. 00 0 t 0 z` N (PARI'SUDJ/-UNN - FARM - CIR 13'6" SCIS TOP CHORD 2x4 OF -L $1 BOT CHORD 2x4 OF -L $1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUI4BER PER IIDS-97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC, rz w Wl.5X4 z w z2 2 1 3 .a d .-1 O \ N N Ir) 0 W2.! W4 X4 = 11115 DMG PREPARED FROM COHPUIER INPUF (LOADS 8 DIMEOSIOnS) SUBHITTFD BY TRUSS 14FR. ENO VERTICALS.NOT EXPOSED TO WIND. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS; TO BRACE TC @ 24.00' DC, BC @ 72,00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. .5X4 III T 1-5-3 8-10-0 8-6-0 L42.5X4 -4-3-0 5-3-0 u ° � a.rn"� IE 9-6-0 Over 2 Supports R=313 W=5.5" R=313 l'1=5.5'/x; . PLT TYP. clave TPI -95 R Design Criteria: TPI STD UBC 19.4a CA 1 - - F Sc!0l'Ae�=7D, 5" Ft. LmA�re'llow Lumber "HARMING" IRUSSES REOU1Rr Ef IREMC CIRC [% FADRICATIOM, HANDLING, SH IPPIAS, [-%STALLING AND 4oFESsj Q_ B9Lm— AVMLIC;ClucoCA95928 BRACI.IG. A fii TO HIO -91 (,1011,1116 1NSrA1L1AG AND BR4CIHG), PUBS15N19 8I if-[ (TRUSS PIAIE P S� TC LL 16.0 PSF REF R427 49297 IYSIIFUIE. 563 D'OHOrl10 DR., Sallr 7120, MADISDH. III 5]115), rCA SAM( PRACTICES PRIOR 10 Q PUl'ORMING IRfSC FUNCTIDHs. UYLCiS 01'r4lsr I.%OICAlEO. IOP CIICRD iNALI IIAVI PBOICRLI A114CIICC ��TC DL 10.0 PSF DATE 05/21101 STflUCT URA% PdhILS. BOCIOP CIICflD sHRll HAVE R PflUPCPIY A71AC+f0 flIG[0 CE ILIAD. *1IHPORTAVI•" ruANf5H A COPE OF %HIT DCSISM FO IN! IASIALIAIIOH COHIBACIrfl, A1f1HC IRGI%IrREo HC DL 7.0 PSF DRI -1 CAUSRA27 D11 -1102 - ILD INC. SNAIL h5l BC P,ISPGVSIDLI rCR A01 D[VIA110N rRCM THIS DISIGY; AVY 7A)LUfl[ 1C LCy7 to OU ILD rH[ TAUSSCS 1N CONrO.IHAACC Y11H lPl; OR (ADRICATINO, HAMDLIMG, SHIPPING. INSTALL IHG AHO pC (� r' :y nALP jrBP.Ac-IHG Df 1Aussrs, TUts OESIGA [OnrORP.S HIT. AP)LICA3LC I'ROY15fONi or hDS (AAIIOIAL GESIGH 6301001 BC LL 0.D PSF CA -ENG L)1T/CNC SPEC [c PUBLISIIED BY THE AHERICA% 1`01111 .IND 11. Efl ASSOCf.Al101) AVD IPL AIPINi rO"' ")AS A1C MAGE OF 1064 A< -1H !.55] .i(O OALY. 5rE[L, IICEPT AS MOlCO. .\PPLY COMnlC10R5 Io * TOT. LD, 33.0 PSF SEQN - 40218 CAri rACC Or IRUSs, AHD UMICSS DIHI iHI $C LC•:ATED GM 11115 DC516M, POSl1I0N C........ " =[R DRAPINGS 160 A•I, IHI SEAL ON r�11S C.IAHIVa IAOICAT[S ACCE)IAnCC Or P"OmS10MA1 Eh.INCEfl1NG C V DUR. FAC. 1 .25 FROM GA Alpine Engincend Prcducts, Ill O. 1CSPONS[91L 11Y SDLEIY FOR FITC 711J SS COMPOHE YI DESIGn SHOVN. FHC S..IA3)LITY AW Us2 of --MIS L� SecmirmolgCA95828 AX �� M rNt A%SCC:IUnCULM BUILDING IS IHI REsroxs)81LJTT or rHC 80)LD1NG orSTGYER. PCR SPACING 24 .0" rn 0 0 a WaW LL, 17.7 z 0 -1 r 0 z N cc U z Ww z a a O N N 11teDO f CADAInC17-(IDD - CADIA _ fll TCI` 1 TOP CHORD 2x4 OF -L #I BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard :1113 2x4 DF -L f'1: :W14 2x6 DF -L ¢2: PLATES DESIGNED FOR GREEN LUI4BER PER IIOS-97 TABLE 7.3.3. SEE DUGS TCFILLER0699 AND BCFILLER0699"FOR FILLER DETAILS, IIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. THIS DUG PREPARED FROM COHPUTER )UPUT (LDAOS & DIKIIS1015) SUB1111 TED BY TRUSS 1-1FR RIGHT END VERTICAL NOT EXPOSED TO WIRD. CALCULATED HORIZONTAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. (A)'CONTINUOUS LATERAL BRACING EQUALLY SPACED Oil MEMBER. DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 413X4 o 414X6 (R) 4, 4!2,5X4 � `` W3X6 W5X8� 142.5X4 2 7 (A) W2.5X4 (A) W7X6 = W3X10 a 4-1-5 4.5 J 4.5 W5 U14 0-9-13 9-0-0 143X8 � 415X6 a Ta 411.5X4 III WMEa 141.5X4 III W1.5X4 III W4X4(A2) W1.5X4 III W2. 5X4 W 3 X 8 I 17-0-0 I_31 --6-0_I_ 114_-6-0 J��� rE 15-5-8 T ( 10 -1B -SS -816-110-8 _1 Q%mv m: 35-0-0 Over 2 Supports I 3 ,-".%� R=1273 W=5.5'Aj ���j r A R-1141 U=3.5" P O PLT TYP. Uave TPI -95 11 Design Criteria: TP[ STD UBC 19.4a CA - 1 F Scale --T.8,5 FL, 1DOg�ENms`Llunba 89LacenAt�lue C]dCDCA9i929 ALPINE AI uw 3a Ineered P1Dd11C s. Inc. P S011oDeD1o,CA9382S "WARHIf:G•• TRUSSES REQUIRE EXTRrHE CARE 1N MRICA110H• NANDIIHa, SHIPPING, INSIAILIR-1 AND Bn,CIAG. ACfE0. 10 Hla-91 (Ilf.1'DLIAv' IASTAL! 1HG 1110 DiAC_N6). PUELISNCD EY i'1 (lAUiS PLAT! IASTITDIE, Sal D'OHOIAIO DC„ SUIT[ 20:1. PAOISOI, NL I)/19J, FDR SAFETY PR ACTICIS PRIDR 70 PERFORMING THESE FUNCT1OBi. UHILSS 0111:0.NIS: IHDICATIO, 'DP C'DRC SHALL HAIE ITDPCRIY A71ACHI) - UM -AAL PAMI.S. WTOR tHDRO EIIA!L =1.11 -. PR`:=CRL• }TTACIIED MSID tf I:ING '•)HP3RIt.w, f_Alll:r.. A :OP'' Of inns 9CCE,N It IH: )H:IALLA'1C1 COA7R TGR. ALP[IL C411111fMD PRODUCTS, INC. IRALL TUI Df RESPOOSIDLI fan AHL DEIIATIOH FROH 1HIS DESIGN; ANI rA tua TD WILD 'HC'CUSSES 1H tON'CANAACl NIM TPI: OT FAORICATIY6, HANDLING. SHEfPIHG, IRSIALL)NG ARD DRACIAG of 1RHSSCS. IHIS DES"' C00.f DLXi XIIN hPPl lifPlC P0.0V[SI DflS U.HD! (HATSUHAL DESIGN S)CCIF ICATIDIT PUDLISNII 81 G'S"' AHEfl It111 FORTST A 0 PAPER ASSOCI ATIONJ AHD TPI. ALi IHC CUNMEC10R5 ARi NAD[ 01 InGA AIIn .11 GLIO QALY. STEEL, EICE?T AS Harp APTLY CUIIHCCIORS ID EACH FACE Or TAUSS, .IID U1l CSS aT11ERH(SC LOCATED DN [ITS DESIGN, PDSIT101 COAPLCIG,7S P!0. Cfl AHIASS IGO A•I. LNC If AL OH THIS OLAHf Y6 1.101 C.A7CS ACCEl IA0.q OF pROfCSS1DNAl EIIGI REERIN6 RISPGISIDLIlrf satwi FOR 111E 1RUSS COVPOHENI DESIGA 511C`HH. r,[ S_Il!H1LITV AMD USE Of 1:1S CONPGVENT fan ANY PARTICULAR EUILD)HG IS r•.0 RESPORSIDIIJ17 or 11.17 O'JILDIHG DCSIGIIR, ;IR ANSIIIPI 1-1955 SICTE7H 2. It FESJifO,� \� `�� ,ef 10 A v r� y� 45 * * E1�S{ A C w``'���, �FCR1� TC LL TC DL BC DL BC LL TOT. LD. 16.0 PSF 10,0 PSF 7.0 PSF 0.0 PSF 33.0 PSF REF 8427--49298 DATE 05/21/01 ORW CAIJSR427 01!`11022 CA -ENG LVT/CWC SEO)@ - 40241 DUR.FAC. 1.25 FROM GA SPACING 24.011 IPPIAPIL15Lr-LIKK - YARr'1 - DIA 3!'6" TSC TDP CHORD 2x4 DF -L $1 BOT CHORD 2x4 DF -L #'1 WEBS 2x4 OF -L Standard :1115 2x4 DF -L #1: :1116 2x6 DF -L #'2: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC, W4X4 I 3-10-5 t . 412,5X4 o w4X6(R) 4' 1,19 RYd HITS W13 PREPARED FROM E011PUTER INPUT (LOADS 6 DIREIISIORS) SUUPIIIIEU BY I111,155 11M END VERTICALS HOT EXPOSED TO WIND, SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND 1-/180.00 TOTAL LOAD, 10 PSF BC LIVE LOAD PER UBC. W4X4 E� 141.5X4 III 414X6 =-•-••- -wl .5X4 III W2.5X4 4)1.5X4 Io I� T 11160-9-13 9-0-0 4111 x830 1L-0-0 b-0 14-6-0 9-5-8 10 -Ii-& 3-8 1 10-8 29-0-0 Over 2 Supports R-957 14-5.5" R=957 PLT TYP. wave TPI -95\R Design Criteria; TPI(ST UBC 19,4a CA - 1 - - F Scale—.25'BFt. LD11� (C110Av Lumber 89L0renAYtOlte,CbiooCA95928BRA{IR6. • ALPINE Alpine Engineered P[Y)duC1S, IlIc, SpErmnnuD,CA95828 • wAftum- TRUSSES RIOUIRC El1REMl CARE IA rABRICATION. HAYOLIS6, SHIPPING, IN57ALL1Y6 AAJ REf(R TD 1113.91 (HANDLING INSTALL -In. AND BRACING), ;UBLISRED BY 7P1 (1R':SS P<ATC 1NSTITUT2, S110 D'ONQ Gy OR., Shll( 100, HADISDN, VI 50719), FCR SAfl1Y flACiltC3 PRIOR IO PCRFOINIn•E IMESC fUNq IGYS. ;NL[SS OTnIRHf 9C IIDICAICD, IOP CHCRD <--PALL dA1'E KV(LLY A7ThAIE0 SIROCIRR AI PAurLS, OO7I,A CHGIp iRAl 1. NAYi A PAOPCRl1' A3IAi A10 RIGID rail"r0 P "•IND?IANT-- FVRM!SII A CC -f 0° THIS DESIGN 10 1"! IMSIM!AI14U CC•V7 IR10R A,,,IRr f-filRflorn PROD:CTS. INC. ail ALL war BE RESPORSIBIC FOE AL'Y GIRI.A710A rRCM THIS Od SIGA: MY FA1l UB! 10 dRACLN6HOf1Russrs 1RUSSES!M COT NISPDISIGHIIIJ IK. CC1fORH30HITIlATInicArING. NAMING. APflICA3LE PP.OY15(GRSSJfPMG56(MA71011,!lINo 46ND OEiIfiN SP[C IrICAl104 PUBEISHEO BY 1:1 AMIRIC.!H rGIESr AND TAPER ASSOCIA71CA) ARD IP1. ALPIME CON -CTO ARI N!AC Jr 206A ASIP. Afi53 6RA0 GAL/. iT1CL, EXCIPI AS 110 U. .APPLE COHMECIORS 10 I. ca TALE pr 1RUSS, ABO UNLESS OENCRN]SC LOCATED OA 1HIS OE SI GM, POSIIIOR COYRCC:OSS :1R OIAN[R65 160 A•L. 711E SEAL OH 7H13 DRAYIN6 1RDICAICS RLC[PIAtCC or PROfCSSIOM.!1 [R:)HCERIHO COHPGHTMrILITV rofl AMYIPAR7ICULARt 3UM) MGL1IS 7NCf RLSPOASIDIL11. Of 111E 60ILDIHG EOCSIGHEP.Sf PER 7H15 ARSIIIPE 1-19.5 : Clio 7. OiE$y�a, �. yq�y '° 845 r * V" C TC LL 16.0 PSF T C 0 L 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT. LO. 33.0 PSF REF R427--49299 DATE 05/21/01 DRw CALISR427 01141023 CA -ENG LVT/C�1C S EO N - 40248 DUN. FAC. 1 , 25 FROM GA u SPACING 24.0 N O 3 0 .a a t9 z 0 ..a t CD L— an C".) to 14 n to O Ir•AKPlUDI/-UKH - FARM - D18 37'6" TSC ) THIS DUG PREPARED FRON COHPHTER INPUT (LOADS & DIMENSIONS) SUBH M E D -BY TRUSS HFR. TOP CHORD 2x4 DF -L #1 END VERTICALS NOT EXPOSED TO WIND. DDT CHORD 2x4 DF -L 01 REBS 2x4 OF -L Standard :113 2x4 DF -L fl: SEE DIJGS TCFILLER0699 AND BCFJLLER0699 FOR FiLLER DETAILS. :114 2x6 DF -L J2: (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER, PLATES DESIGNED FOR GREEN LUMBER PER MOS -97 TABLE 7.3.3, DEFLECTION MEETS L/24D.00 LIVE AND L/180,00 TOTAL LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72,00" OC. 10 PSF BC LIVE LOAD PER UBC. 1,13 WU4 1r�, W4X6(R) 142.5X4 'U1.5X4 III Nb X6 i=— nsxs 111.5X4 III 142. 5X4 15�W1.5X4 III Eg is T' 4114 0-9-13 9-0-0 T- + B-0-0 ' 9 @f 7-3-80 0 -6-0 10-11-%3-8 16-110-8 6 0 +�� L �>~ 26-10-0 Over 2 Supports MUG R-885 41=5.5' A. 7—� PLT TYP. Have TPI -95 R Oesi n Criteria: TPI(STD UBC 19.4a CA/ -111-/-/-/F Scale =.25" Ft, C.a,gAllowm Lumber 4ANARSIhG-� -TRU ss[S R[Du (ac f11RIRC TARE IN FUiV IC 57 DA. HAl'DLI Y6, SHI PP InG, fY51ALt INC AND 891.0X11 xcnue, Cbico CA 95928 Gfl ACIhG. q[fC1 )D NIBS) (MARDI IMG IRSIALL:NG AVD GRACING), IUHLISIIED Df IPI (MUSS PIATE 11STI MIC. SBS D'Of0f"O Dfl., SUIT? 200, NADISDA, HI 53719), fcfl Simi PRACIICES PR'ui TG fs TC LL 16.0 PSF REF R427--49300 PCRfDRHING 711[Sl fu YCIIC•RS. UNL2 SS OTIICRNISE IHDICATCD, IGP CIICq•3 GALL IIA'/l PRACRU ATT'ACHEG SIRUCT,AAL IAHEIS, 0n1Ii,4 cNORD A C' TC DL 10,0 PSF DATE 05/21�D1 • SII1l1l Ilaif A recto IY AIUCxfP alrlri r.►II InG. `WORf4fff— fURVISH 4 COPY O► T; 15 Df51Gi f0 IN INSI�LIATInN to IR�C1oi. -tPlh? r"r,)uffREA 'PRi-DUCTS, 'O BC DL 7.0 PSF DP,YI CAUSR•121 011410?9 IVC. SHALT NDi BC aCS,GH513LC rap.. ANY D[S'IATIC.A FECH THIS CiSIGNI ANY FAIV.I[ To [OfNlSr0C51GHAHCE ALPINE BP.4CIHCPDFTussis TA! AND LUSSCS.S [CANfMHS0V11It QPLCClDLE PRC•I1slON5SOrPRGS (7AlIG)ALIDISIGR !+J `� BC LL 0.0 PSF CA-EPIG L4T/CWC SPiCIrICAIION P'.3LISNCO E1' IHC !YCRICAM f0RCS1 ARD PA" ASSOCf a71C.)) A73 iP1. ALPO[ At CC•i NCCfi�:S A)C IIAOE Df 1C•GA ASI fI A6S3 GRID GAI Y. SICEI, CXCIPI AS NO1C0. AP PL► caAPLCTO.IS 10 * * TOT. LO. 33.o PSF SEAN - 4024b AlpinoEngineered PFoducls,IRC, SDG701171011o, CA 9S828 EACHFACEOf IR'tS3, AHD UNLESS OTHER DISE ON I. -IS Ci SIGR. PGSIIION CONHECUR S pCP. RC SrDH!)V)HrS 160 A.111E SClI Dd THIS CRANING INDICATES ACC1 PTAs CC Of PRDfE SS ICTAL E)SIhE(IING RCS►aNI131L[I SOIEti' TCR IHI I.U55 CONJOHERf OCSISH SI"" 71IC SUIT.l31111'f .AND USf Oi 1111<. Atl 51 f�pjllf lY9575[[710Nni C I. IN. I 76 fi lliC iCSPONSIBILIT; Df lllC EUILDIN. OC316NCq, PCR �' OFCpI , DUR.FAC. 1.25 FROM GA SPACII,'G 24.0" (PAKP1u0T/-uHtt - TAKPI - ULL JVV IJC TOP CHORD 2x4 DF -L $1 :T3 2x4 OF -L flEBet.: BOT CHORD 2x4 DF -L #1 :B4 2x6 DF -L $2: 14EBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER IfDS-97 TABLE 7.3.3. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED Off HEPIBER. 110 PSF BC LIVE LOAD PER UBC. 511114 ALL SUPPORTS TO SOLID BEARING, 143X 413X40 MX6(R) 0 112.5X4 .s Illi] uou rKtrAKtu rn Un bvnrultll Ilirul tLUAU� o UInu441U 1 -011—L. u ., .,— LEFT END VERTICAL ROT EXPOSED TO WINO. CALCULATED HORIZONTAL DEFLECTION IS 0.13" DUE TO LIVE LOAD AND 0,14" DUE TO DEAD LOAD. SEE OIfGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC, (0 (Al) 0-7-13 6-0 'D-0 SYbXb- n.+na-� i4l . 5X4 III 41.5X4 III W2.5X4 111.5X4 III f� �r 8-10-0 6-0 15-10-0 7-3-8 10-11-x-3-6 E 2B=2-0 Over 2 Supports R=920 N=5,5" s� R=939 W=3.5""Ro PLT TYP. Wave TP1-95 R Design Criteria: TPI STD UBC 19.4a CA 1 F Scale =.25" Ft. Lm Bvx'Lumber --HARKING"• TRUSSES 1EC7IRE C%TRINC CARE IM FARR[CAr{OH. HAHDIIHG. SNTPPI.Yi. IASTAIIIn•-1 AND 691oaeUAVtCIUe,(111CDCA91928 BAAC11'S. N(TER 10 "JO. ?I VIA %DLIAS InsTALaING AND 9RAC!NG). PUBIISMID DV IPI (TAUss PLATE 9QF TC LL 16.0 PSF REF R427 -49301 B, -1 RES DFeWCIN10 Dl., SUITE IjERf HA?ISOIC VI iJ)19), 1?R <-AFCT[ PRACTICES PRIOP. TD �Q�r W F1 TC DL 10.0 PSF DATE 05/21/01 PI AfON.YIry. INE SC FdNCI [JHS. UML[SS OTIICANIS[ IADI [ATt D, =DP CNORO Slldll IIAV! PRGfCRIY Ai IACNfD �d7S/ W. Silpirpo7'_ PAq!IS_ ?OI�G4 CNORD SHA!1 911E 4 PB•?PCP.!1' A!rtCNcn grr_]D CL 1L14G. "IHPOF.CP.9T•• F'!YPIS_ h COPY OF *"IS DC5!SN I', TB! IB;7ALLATIO3 COMMI.CIM }_PIH: 11•:1HCE9C0 BC Di 7.D PSF DRl•1 CAUSP.42T 91141025 PRODUCTS, IHC_ SHAII M1i1 Bz kESPONSIBLE FOR AA( CI11AFi DN iflOH THIS DCSIGV; AUT FA(LUkc 10 S O91L0 lME 7lUS SFS {U coNfOBNAHCL N[TII TI); ul FABR{CAT155, NAHDL)RG, SIIlPP 1NG. 1HSFALLl N6 tI'D ALPINE 09ACIM f( TRUSSES. T1115 OC'.16M COIIfiQNi UTI•. AP •IICIBIC PROVISION! Of ADS (AATIOUAL or51GU BC LL 0.0 PSF CA -ERG LVT/Cl'IC 5i CCIFICATIOH IDBLISIIED BY TIIC ANEAICAA rcR[SI AND 7APCR ASSG1IATIDH) AND T%1. ALPIUE 63p2001 CORN ORI ARE YAC: DF }DGA AS19 A6!3 GN40 QALY. Sf[CL. [KEPT AS NOTED, AP CIA UCCTJkS 7D * * TOT . L D . 33.0 PSF SE Q N - 40255 EACH FACE Of THUS$. AND UHLISS OTHERNIS! LU.-ATCO ON 11115 DESIGN, i35f I1DM CONNEC10 PER CRAHWIS 163 A-1. IN SEAL r�N TNT DBANf4S f1?1[11[5 ACCEP7Aryfi Of IiOfESS10.1AL 6N6fAfCRlr6 4A�sv DUR,FAC. 1 .25 FR Oil GA Alpine Engineered Produc(s, Inc. R[SPOAS1DIl1IY SOL[IT FJk TNC 7AUSS COY.I DHE\T 0!SIGI Soot INE SUf TABU ll'I ANO USC iI Pi 15 Sam*nellto,CA95928 CL-YPaAIII FDR ANY IA2 ICULA[ B'_IIorN6 IS INE RESPONSIBILITY Or IME BUf101M6 DE IGH CI, P1A �%C };5'51/111 1 .1995 SEC7I0A 2. 1 SPACING 24.0' AK11U:I1/-UKK - tAKM - ULU 3/'C- IS(. TOP CHORD 2x4 DF -t J'1 ;T3 2x4 DF -L 418Bet.; BOT CHORD 2x4 DF -L Rl WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON 61Eh1BER. 10 PSF DC LIVE LOAD PER UBC. 143X w2.5X4 103X4 -- N4X6(R) # I KIS Utlti riitl'AKt1) 1,KUF1 Lunru I CN 1I4rUI (LUAD-.l J VIn C IW IUtu) allG"I L. o inwa LEFT ENO VERTICAL NOT EXPOSED TO 101110. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0,21" DUE TO DEAD LOAD. SEE DRGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. DEFLECTION MEETS L/240.00 LIVE A140 L/180.00 TOTAL LOAD, 110 LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, BC Q 72.00" OC, N1.5X4 III I IAID w1.5Xa ul V2.5X4 w1.5X4 III w3X8(At) s -T- 0 I< 8-1.0-0 1_ $E6-0 _1_ �I 17-0-0 Jiy N �.. 7-3-8 l y—f 10-11-&3-8 19-4-8 0tPA e„ j 29-4-0 over 2 Supports d;rl R-958 I4=5.5" =' R=978 k=3,5" PLT TYP. wave TPI -95\11 Design Crfterla: TP](STD JUBC 19.4a CA 1 - - F Scale =.25" Ft. LOD��//'C'I�ON I.W/lheC 89 Lor en/C�'e%ue,ChicoCA95928 ' "KARNI HG- - TAUSSIS REOUIRr E%Tum CAR IY MAICA11011, 11{x01.51.5, SHIPPING, IHSTALLGI+ AAO BRACIXG. RCTCR 1D IIiB•9l (HANUIING LNS1AllIAG AA•) BRACING), YUBLISIICG al ril (IP.USS PLAIC IHSrIIOr[, in D'DNC•rIIJ OR.. SULK 1.00, HAGISDH. NI 53119). FOO SArEIY Pfl ACT(CCS --im IO ICRFORNI x. TNCYE rUNc11005. 111.111 OIHIRHISC IlUIK,IC%, IOP CHCRO SHALL HALO PAGPERLY AIIAC•10 SIR III: l PANrL S, DJ7IRH r,IICRD riAll xaYE A PappERIIf A7tACnrO RIC I% Cr I ••IKPOMIITl' rUPNLiu a rnPr O► THIS prS16n �D T9f MIALIAIION,-)vIP,ACI . LIPW E1;IHElir% p _s`S)' fl% w, A �` a7A. y .O TC LL TC UL BC CL 16.0 PSF 10, O PSF 7,0 PSF REF R427--49302 DATE 05121/01 ON CBUSP,-in 01141025 A L P I N E IAOCUCTS, ME. S•ALL SDI dl P,ISPOASIOL( Hit AVY OLVIATIOA rRCR THIS DESIGN; Alit ►AIIUP.1 70 GUILD IHl IR�,SSCS IH CDNFJLNAICC Yl ill 1P1; OR rAORICAi1NG, IIANDI IXG. SH5I PING, IA SIALl1NG AND eaaclxs Jr IflUSSES. THIS Gc11GA LOATORP.S H[.I Ai LIC PRC'1151O1S OF xflS (xaT1oHAL IG COHNECIORS1 PHICA P"%)CSOIOTGLAIASIHRl.55]A6AAGRsir GALIFND PApzft SICu r VC(PIIASIum HG7I DMD IAPP IYALIJHE CONHCCIORS 10 llf%l * a 6� 1 * B C L L TOT. 1-0. 0.0 PSf 3 3 , 0 PSF C A ENG L V T / C w C S E QN - 40257 Alpula En6ineelEd Products, Inc. 30LaeRlenl0, CA 95928 EACH rAC, OF IAUSS. AW UVLESS OIHIRHI SC LOCATED CV 71155 DESIGN, PO CONAICTCAs P:A CRANIM 160 A•L. rHC SEAL ON THIS DRARING IHO(CAIES ACCIPT!1CC Ci PROISSSOHAL CHG MER(NG RCSPJNSIOILITY S0ttLY FOR111E TRUSS CCNPONSNI DCSI,H S33HN. TNC S.IIABILIIf AND USE Or In 15 AYS�f7Flrlr19S5N;I C`fl`ICZIAR BDILDING 1S hC RiSPGVSIDIIIIY Or 111E Dl11.DIV6 Dc SIGMA. NL 1%I FL�L C M `, 04� �? CXi D U R .FAC , 1.25 F R 014 GA SPAC ING 24 .0" r Cy O 19 T 0 1� OD n co cn A7D O r•1 O N N N O t —n l' I U B I r- v n n - f WWI - U LE J r U 13L. TOP CHORD 2x4 DF -L 13 :T3 2x4 DF -L $1&Bet.: BOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard :W10 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER, 10 PSF BC LIVE LOAD PER UBC. W4X 4-7-10 143X4(R) $ W4X6(R) 4, 412.5X4 lo LEFT END VERTICAL NOT EXPOSED TO NIDD. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD Allb 0,22' DUE TO DEAD LOAD. SEE D11GS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, 114 LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00° OC, BC @ 72.00" OC. •N1.5X4 III IYDAD= "0 Au i 141.5X4 III 142,5X4 141.5X4 III 0XB(A1) *B-0-0 17-0-0 B-1-8 T 1 10-1] 833-8 L9-4-13 l i;�g � 30-2-0 Over 2 Supports "" --� W � R=486 N=5,5" PP 79 R=1005 If=3.5"�y' cpm PLT TYP..Wave TPI -95 R Design Criteria: TPI STD /U8C 19. CA/-/] F Q -a U "6F t. Lml relbcvLuimber "RARttING•L i3USSIS ROME Mum ME IS' rielICATIOA, P,IHOLING' SII[=PIM,, IMSTALL(LS A1) ^[ p 89LannAL,eDNe,ChiroCA95928 BRACING. RE IF' 70 n1B•91 (PAHDLIHG 1HSTALLIA9 ALO ORACI•W), PUOLISIIEO DY TPI (IRUSS P'A1C �pfESSI TC LL 16.0 PSF REF R427- 9303 1NSTIIUr1, SO] O'OAJTR[0 DR 'h SU11C i00. H' is HI 57!19). f[R S.li C17 IRACi'CCS IL16 10 PERFORMIG THOSE ruAC'IORS. 'KESS OTNERHISC IVoICAIC., TC. CNS. <--HALL IIAVE PRdPI LLY AI'AC11C0 P�iy TC DL 10.0 PSF DATE 05/21/01 STRUCIURAt PANELS. ROIIG9 CH010 SHAIt NA71 A PNnPTR1Y Alr«IIfD AIOfn Cf1I 1NG. 1 '•1•Vo041ANT" FURA1SH 4 CC71 OP THIS Df SIGs 7n 7NI F-51-IIAT:ON COHTR4GTCR AIPINr ZUGINiIRED BC DL 7.0 PSF DR41 CALISR•127 01141027 PRODUCTS. fnC, iHALL HOr BC nC5P0RSIBlc FOL ARY OCY'4T10R rP.OY In IS C151GA; AAY FAILURE TO MMM GUILD IH( 'BOSSES IM CO.1rORP.4NCC VII" IPL; OR rAQRP1CA7ING. IIALJLInO, S:IPPIR6, IVSIALIINC AHO 5 r %v ALPINE eLASPrCING Or IRUSI(S, rNls DISIOR CG,raP.ri Hf711 AT LICAGLEASS PROIISIOHS Of "OS (MAl1O"A1 DESIGN BCTLL D,0 PSF CA -ENG LVT/CY1C CORN ICICRSI AHEPRAOCSOr 2GGA TASIHPA653AER40�GALS. SIM iEYCCPT( AS MJICD10 IF) ArPLYACONNECTOR$ TO TO I , LO. 33 , 0 PSF S E Q N - 40264 EACH rAC( OF TRUSS, .NO UNLESS Or NCRN1sr IOCATID OR THIS DI SIG S. POSITION CORHECFJiS !EA GIARI NGS 160 A•1. IIIE SEA, ON THIS DRAYIHG INDICATES ACCEPTdRCE Of PROrESS1ONA1 CNGINCEHIHG ��lv V D UR .FAC . ] .25 F R OPt G A Alpine Eugincered Pralutts, 1110- R ESPONS IB I L E71' SOLELI TCR IIIc TRUSS COHPCS'CHf OCSIGH SHOHA. THC SUIT431LIIY AAO USc or *HIS SOCrinneWo, CA 95820 ANSf) NEAT' rIG95 SCCT10NCL.LA,. R dU1l01MG 15 IN RISPORSI0 ]LI TI or 711E & 1LOTHG OES[Akrf.. TCR �c SPACING 24 0IS "'Ir, t U z a w z w a 0 I— f» n m �rnq d LI. Go 0 1--1 0 C111 N 0 IDAKf'1Ub1/-UKR - UAK41 - U111- 3/'6" INC ) TOP CHORD 2x4 DF -L }1 :T3 2x4 DF -L n1EBet.: BDT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard :1412 2x4 DF -L #1; PLATES DESIGNED FOR GREEN LUI4BER PER NDS -97 TABLE 7.3.3• I(A) COIITI14900S LATERAL BRACING EQUALLY SPACED ON MEMBER. 10 PSF BC LIVE LOAD PER UBC. nrlzo wu rncrAKLD rlcun �unrulcn lural %LUMUJ U LEFT END VERTICAL NOT EXPOSED TO WIND. CALCULATED HORIZONTAL DEFLECTION IS 0.21' DUE TO LIVE LOAD AND 0.23' - DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLERO699 FOR FILLER DETAILS. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD, IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" DC. W2.5X4 W2.5X4 W4X6(R) 0 T3 W5X8 7 W2. 5X4 1-14X4 i�, (A) (A) 112 7 1,12.5X4 J (A) T w7X8H 4-0-15 4-1-5 J 4,5 4.5 ` W3X,B 1. 5X4 III W1.5X4 III 144X6 = W1 .5X4 v 143X8 (A]) W4X4 = W. 5X4 f_Wl .5X4 61 3.13X8 (� 10-7-B 1_ 31 0 _L_ �I 17-0-0 r 9-1-0 1 10-18-83-8 19-4-8 31-1-8 Over 2 Supports R=1017 W=5.5" R-1037 W=3.5" (0 w IG DEMAnTMEt 4ppoovery PLT TYP, 1'lave TPI -95 R Design Criteria: TPI STO UBC 19.4a CA - ] - - F Scale =.1875" Ft. Ungfellaw Lumber ••NAR4IHG-• TRUSSES REGUILE IL1R(NE CAT[ IN r)RIMITOA. 11411DLING, SHfIPIHr., InSIALLING Al) CC TC LL 16.0 PSF REF R427 -49304 89LaEra!Avrnae,ChicoCA95928 DPA[ING. RIr1R 10 IIlo-91 [HANDLING IN1=ALLIVS AA) BRACING). PUBLISHED BY IF[ (IRPSS 01 ATC- � E 44-- IASIIlU7f, SB7 D'UNOrq 10 Gq., SUIT! P00. NAD]SON_ Hf 5]7]9). rCH S)L.CT'f PRACi ICC,, PRICA P.,.RKINO iHES( r0NCIIGN$. UHLCSS OIHCRY15I 1NDICAIED, ICI CHCflO STALL HAYi; PRG)(LLf AIIAC IICD , Ey TC OL 10.0 PSF DATE 05/21%01 Sn1UCIII441 141im 01r04 C•0?D SIIA!l 11.•7! ! 110Pc 11'f 4Tf!CNCD AIGrn CnI1Ra ••)NPORr.4I1 rA' rUR U1 S" A C^P1, _r r°1S D_SIC1 ID TMC !vSI- LAI!0N C:�HIR.4C1Cfl .L'"INC !N"I!I'm ~ BC f,L 7.0 PSF DRI') CAUSR427 01141028 PfliUUCrS, IAC. SIIALI HOT DC IESIDHS13LC 301 ANY OEY1016 IBM IN) DI SIG.,; A,T 111.1[ TU r BUILD la( INUSS?S ii CU1roRMAHCc NITH IPI: OR poiti ATING, IIAADLING, SAIPPI\G. INSTAIIIRG AHD a� 3045 r �o BC LL 0,0 PSF CA -ENG LVTJCWC ALPINE BRACIHG Or rA ST. 711IS OCSIGH .3NrONMS Ni1H AMICABLE PRO'IISIGHS Or NDS (R4710M IESIGH SP ic)Tic AT IC•N P'13LISHCC BY THC AYCRL CAN f"I ii AMD PAP(L ASSUCI ASTICV) AU IPI. AIpIA1 1 Gia 1 CO,NCCrOIS !AE RADE Or 1DGA ASTM A653 GR40 CAI1. i ItL. CXCIPi AS ROTCO3 A.- PL LDHR(CTCBS 10 lk * TOT LD. 33,0 PSF SEQN - 40272 E!.CH TALI Of IP.q SS, AHD UHLCSS OI HERUI SE [OCA, UR [NIS CI SIGA, pO5IIfOH C9RHCC=4RS ICN DRAW HGS 166 A•1. THI SEAL OA )NIS DRAVIHG INDICATES ACC.. M. CE Or',N7ri: SIDNA( CNG I HCERIHG D1IR.FAC . 1.25 FROP1 GA AlpincEngiuenedProducts ,Inc . RESPOHS(eILLIY SOLELY (Oi TPI TRUSS COHPGPCHr JCSfGN SHDHN. INC SUIT431LITY %) U3( Or 11115 BSQarutalo,CA93828 CC i%ipi7lrca,A.ssCtiion ULAR BUFLOIAS IS THE RESPOPSIB1L1r1 or 1111 BUILDIHG DCSIGHER. PER µ` SPACING 24. D" tFAMPIV311-T1KII - 1`81(il - UZ 31'D" LUPIPI TOP CHORD 2x4"DF-L #1 J4 2x4 OF -L 41EBet•; BOT CHORD 2x4 DF -L #1 14EBS 2x4 DF -L Standard PLATES DESIGNED FOR GREED! LUMBER PER NOS -97 TABLE 7.3.3. 1N LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72,00" OC. ' 1nLD mdu rFCJ'HIICD mu" —iiru I Ln L11-5 Iiv, o —'-- •..) —11..... .., •��.. •••••- (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED Old MEHBER. DEFLECTION MEETS L/240.00 LITE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 112.5X4 - VJ4X6 (R) 41 5-2 YJ2.5X4(A1) Ea W2X4 19 VO4 6-0-0--J 17-0-0 R=1599 41=5.5' _I_ 3-6-0 —1- 7-6-0 Over 2 Supports 112.5X4 17-0-0 N4X4(A2) R-9 - 0 PLT TYP. Nave TPI -95 R Design Criteria: TPI STD UBC 19.4a CA - 1 - F Scale =,1875" Ft. Long fellow l.laDbu 89Io1rr1Ai�11TIe,ChIwCA9S928 7�ALP I N E Alpine Hugineered P[vduc4s, Inc, SDumncalo,CA 9SR20 "YARIIING— TRUSS'S REOUIRI ESIRER[ CARI IR r3aftlC!TION, HAADLIR,:. ]RIPPING, INSTAIL[%S AO BRACING. RECIR TO HIE -91 (H4HDLING IHSI.lIL1HG ARD URACIHGI. P,3LISNCD 61 TPI (TRUSS PLATE 1 l`1 ,,Cr S3] D'OHOI.\IO OR., SUITE IOo, MAOINI 5]715), rap. SArc7y PRACTICES %.T10fl 10 PERr6Lxl.\S RISE IU 1W.S. U1LCS5 Ol�CLNISr IA3ICATCD. IOP CNORD SIIAII H.l/L POOP[fll'f .111ACNC0 SI RkriURll P!UCL1. UonUP CIICAd 5•'41.1. HAYS A PROPENIT ��1AC [O R}SID •:l ILIUF ••!Y?OSIAAI•• IUIHC EH ! CO"• OF fill`_ DE— N IO T•L INSTALLATICL 1.1'tAC?7l uP!Lt E\alH�t?Ec PRODUCT]. IRC. S..ALL 1]T 6C RISPCVSIU.0 !Cfl AL1' DIL'IAT10R MIA THIS DESIGN; ANY E!]IURE 10 SUIID INi TRUSSES 1H CONF(•INAALC YIIN 1P(; OR lAOflICATIR6, 11MI111 SII(?P1HG. IRSIALLING ANO ORA,SPECRG O! IRI SSf S. 11155 C151G1' CO.1(ORBS I.NIIN r..LIC A3LE ASzITOVL SIO.IS OF COS {RAT:OHAL DCS I CORAIC10fl Sric 1 ARI PHAOCSC:DZCGAI ASINPA553ll ASRAOfl GAL?ST AHS i1CL. IYCEI1a PAPE 56C11S1 H0lID. TPI. APPII'ACGNHECIOP.S 10 EACH LACE OF TRUSS. A17 UALCSS OFI:CRHISC LOCA1Zo C% THIS OCSIGH, POS(TIOA tOHRICICRS PZR DRAYIRGS 360 A-1. IHC SEAL ON 71115 ORANIHG INOICAICS ACCZiTARC( OF PRDL[SSfONAL CHGINCCfllHG L(SPONSfUILilT SGICLY Iraft 111E 1RU SS CONPORINT OLSIGN SHORN. IAC som Asip.T! ANO USE 0r TNIS CUPW VjTIr19 SHSI[i(npCUIAR EUILDING 1S !HE RiSP0SS10[1 0! iHC 09)10115 OE 51Cn1S. %CR �pbif , �/I �ij� � .vYp ' t �� I * A'wAtA( Ltf VItW TC LL TC DL BC JL BC LL TOT. LD. 16.0 PSF 10.0 PSF 7 , 0 PSF 0.0 PSF 33.0 PSF REF 8427--49305 GATE 05/21/01 �JRI,J [r\IJSR421 ot1410�6 CA -ENG LVT CNC l SEQII - 40277 DUR . FAC . 1.25 FROI'J GA ]PAC I11G •24 . 0" I— N O 9 0 a a z 0 -1 T 0 1— OD n cc rn In �P 00 O O cl N rn O (Ph"I-lUDII-UKK - TAKP1 - UZIA J/ _b" 6UE1ll TOP CHORD 2x4 DF -L #1 ;T3 2x4 DF -L 41&Bet.; BOT CHORD 2x4 DF -L $1 WEBS 2x4 OF=L Standard PLATES DESIGNED FOR GREEN LUI4DER PER NDS -97 TABLE 7.3.3. IIU LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24,00" OC, BC @ 72.00" OC. W4 412.5X4 y W4X6 (R) 41 in.a unu rncrnncu , n -. ..vn .— . , .. twn o . ...--- ..... LEFT END VERTICAL 4107 EXPOSED TO KIND. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON NEHBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, 10 PSF BC LIVE LOAD PER UBC. 8-0 0 W1.5X4 III 143X8= 412.5X4 = 1,12.5X4 = N4X4 (A2) = 144X4 a 1'13X4= du rre 11-0-0 _1, 3 6-0 _i, 17-0-0 _) %wl, ��31-6-0 Over 2 Supportso�f" lg R-1030 9=5.5" _ A& t . R=1049 41-3.5" kqo PLT TYP. Nave TPI -95 R Design Criteria: TPI STD U8C 19. CA 1 - F Sca!!elf_6145" Ft, L rellow hIca r •BRACRIY6/+G•L[Flli 10 IIB-9IU1R(IU1JL1 6 I SIALl1NC AYO BflACCAPE IN 11.15),FMPUBIISH,) BYP11P1 1n(1HRSS P66TE FEJAto SiO4. TC LL 16.0 PSF REF R427- •49301 89 Lu" Ai elms, Cljm CA 75928 y lYSIIIUIE, 58) D'OHOTRIO DA., SUITT ECO, HAO1SOI. Hf 5WISPI, FOA S.46-, PRACTICES PLICH IC TC DL 10.0 PSF DATE OS/Z1 J01 PT WORMING IHi SC FUNCr IDMS. UNLESS OIHERHISE INDICATED, TOP Ch510 SHAL'- HAVE PRGICLLY &TIAL TIED A� ST.. U01IR-L P!1IL3. 90"OP CHORD SH -LI P"l • PRAT&{• A11!CIICD LIOIO Ce1LlAu. "•N '•IHFoiy..N7•• f9NNlfP A CDP'f Of Y"S visLOY ie TUC !Nsr•LLA=IDH COHrAACIC4. !L'IRE ?U51NLIRCD � 'd 9C DL 7.0 PSF DRW CAUSP.427 21141030 PRODUCES, INC. SII!.11 ROf 0l RE SYOHSIDLE TOP. AM DCVIATION fflOH THIS 015 IG H AYY FAILUfl? 10 Oh1LD 111E IRUSSCS IN Ci.NfCRSAMCL Nl7N rel; CR F!ELICi71NG, IIAYOLII'S, iHIPPiN6, IHSIAAl1NG AHD [./ C BC LL 0.0 PSF CA -ENG LVTJCWC 'k A L P I N E BRACISS Cr iii,SSCS. THIS S DESIGN CDHFOANS VIIN APPLICABLE PR�)rISIDMS 0r NDS (AAIIORAI DESIGN 1 SiCCIr1CA"IOfl PUBLISHED R1 IK,IH fORESI )AD PAIrR !.SSOCIAIION) APD r11. ALPIRZ CONHEC Ions ARi NAD! OF ZUUA ASfd Aoi) C. GALY. SiECL, EXCEPT AS SDTC0. APPLY COMMiC 10P.i 10 * * TOT . L 0 . 33.0 PSF S E 0 N - 40287 EACH FACE Dr TAUSs. AND URICSS OIHERNISi LOCAICC 0H I•IS DESIGN, POS L TION CORMCi TORS )Ik w CRANIYSS LOU A•1. TN[ SIAL ON 1H 15 CHAHIAO IRDICAII6 ACCEPTANCE Of ).LOfETSIOAAI [RG1"1 11,. D 0 U R .FAC . ] . 2 5 F R OP1 GA AlpLar EUghtecred PCT1dHCIB, Ino. BLSPOSS10111rf SOLELY FDR TIIC T.AUsS CO H: DHCAI OC SIGH SHONA, 'He SUITABILIIY OD USI Or THIS /1r� SBCrimmilD, CA 9$828 Coll""r1fOR075N'sf-CT.ri CULAL B.V Ll!ll IS INC ►CS!ONSIBILITY OF IRE BU10ING, OCSISHCR. PER �T IOV 2. SPACifQG 24.0" OD N O 3 0 .a a t, z 0 .a T (FARE.10517-ORR - FARM - D2B 37'6" COMM ) THIS DUG PREPARED FROH CDHPUTER IHPUI (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L 01 :T3 2x4 DF -L #]&Bet,: BOT CHORD 2x4 DF -L 01 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LU11BER PER NDS -97 TABLE 7,3.3, A IN LIEU OF STRUCTURAL PANELS USE PURLINS; TO BRACE TC B 24.00' OC, BC @ 72.00" OC. U z —NAWilt-G" I&MIS REQUIRE 111110C CASE IN r19RICAuah. HANDLING. SOWING. IaSTALLING AND BRACING. RIrEH 10 H1B-9) (HARDI ING IMSTALLIN6 AVD DRACIn-:), IUBL)SHED BY 1P1 (IRDSS ILAri IRSIIIU7l, SBD 0.OnOfR10 OR., SU11[ Z00. HADISOn, NI S1T19). !Cfl SA1117 ;AACTICCS PRKA TO PER,w'.IN6 THC SE rUHCTIBS$. I•NLESS OIHCRVISC ]HOICAlCO. to CHCR7 STALL r.AVr PROPIRLT AT TAVICD H w W04 SIRUCIUBAI OWL.% OOTICn CHGLD SIIAIL IIA'Ir A %rOP111Y ITILCrrO 81610 rc 111X1 11NPnIlTAur-, IURNl511 5 COZY C. 1•)S CE SIGI 10 THE IMAJ6IIQU CONTR4IOR #L -INC CHGMEREO 1PP.CJUCI S, IAC. SHALL Rol I RCSPOHSIELC FOR INY OCYfA110R ERA IH)S D:S16N: AM1 1' FAILUfl( 10 Qi6 p�L P� ryfS LO�d 8C DL z PSF DRI -1 z ALPINE T w BC TOT, LL LD , 0.0 33.0 3-10-5 a .a LVT/CWC - 402B9 Alpine: Engineered Pru&cls, Inc. $D[Cd7UCfllO. CA 9582R [ACI fACI OF TRUSS. N O UYLESS BIRCHV1SC IOCATCO ON IHIS OE'.16M. PO SIIICI COA )'CC lG:S ?[R ORAVI HGS IGD A.Z.THC S'AL On TIIIS DRAVIH6 )MOIC6ICS ACCE P TAACC C, PRCTCSS IOIIAI'RGI HCER IMG "'NSIOILIVY SOICLT roR INE IP.,Si CDHPCH HI OCS(r SHOWN. THE SDIT!BIL ITA AND USc Or 71115 COMI0HCR7 fCR AHI PAR-11CULAR RUILOING 1S THC RISP04SIOI111Y Or THC OOILD;MG DISIGVCR, I•CR AHS[1 TPI 1-1945 SIMON z. M Fr,f, .1.. 1fR V_ w 4 142.5X4 0 V)4X6(R) 4' LEFT END VERTICAL ROT EXPOSEO TO WIRD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED 011 MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 141.5X4 NI 1-.1 P1JAO = INc. jAlt = I7C.3Aw R-957 W=5,5' PLT TYP. Wave TPI -95 W3X4 = 143X4 5X4 III T 1-9-13 �8-0-0 3-6-0 . _I_ 14-6-0 c 9-0-0 Over 2 Supports R=957 5" Design Criteria: TPI STD JURC L9Ja CA 1 - F Scale =05�" Ft. Lc 1g 1•P.1IowLLORL[r 89 LorcR AWMIC, Ctioo CA 95928 —NAWilt-G" I&MIS REQUIRE 111110C CASE IN r19RICAuah. HANDLING. SOWING. IaSTALLING AND BRACING. RIrEH 10 H1B-9) (HARDI ING IMSTALLIN6 AVD DRACIn-:), IUBL)SHED BY 1P1 (IRDSS ILAri IRSIIIU7l, SBD 0.OnOfR10 OR., SU11[ Z00. HADISOn, NI S1T19). !Cfl SA1117 ;AACTICCS PRKA TO PER,w'.IN6 THC SE rUHCTIBS$. I•NLESS OIHCRVISC ]HOICAlCO. to CHCR7 STALL r.AVr PROPIRLT AT TAVICD VES Q� TC TC LL i6.0 PSF REF 8427 49308 TC DL 10.0 PSF DATE 05/21/O1 SIRUCIUBAI OWL.% OOTICn CHGLD SIIAIL IIA'Ir A %rOP111Y ITILCrrO 81610 rc 111X1 11NPnIlTAur-, IURNl511 5 COZY C. 1•)S CE SIGI 10 THE IMAJ6IIQU CONTR4IOR #L -INC CHGMEREO 1PP.CJUCI S, IAC. SHALL Rol I RCSPOHSIELC FOR INY OCYfA110R ERA IH)S D:S16N: AM1 1' FAILUfl( 10 Qi6 p�L P� ryfS LO�d 8C DL 7.0 PSF DRI -1 CAUSRa27 011.11029 ALPINE BU [10 Ih[ TBUS SES IN CORFORH INCE NIfH IPI; OR lAOA1CAi1HG, HARDIInG, SH IPP [A G, INSTA:I LNG AND BP.ACINO IrIcOr fAUSSSi. THIS OISIGH CONT0R115 N11H APPLICABLE 1'R071SIC•NS Cr HOS (N.IIT0H11 DESIGN COM1A[CICRSPEC ATI ARE P.AOCSGrD2.., SIP A653AGum GAtl. STEEL. EMPTF041ST AND PAPER I%SI NOTED. I APTLYACOHRi CTURS 10 V .�O 63DlOpI * BC TOT, LL LD , 0.0 33.0 PSF PSF CA -ENG SEON LVT/CWC - 402B9 Alpine: Engineered Pru&cls, Inc. $D[Cd7UCfllO. CA 9582R [ACI fACI OF TRUSS. N O UYLESS BIRCHV1SC IOCATCO ON IHIS OE'.16M. PO SIIICI COA )'CC lG:S ?[R ORAVI HGS IGD A.Z.THC S'AL On TIIIS DRAVIH6 )MOIC6ICS ACCE P TAACC C, PRCTCSS IOIIAI'RGI HCER IMG "'NSIOILIVY SOICLT roR INE IP.,Si CDHPCH HI OCS(r SHOWN. THE SDIT!BIL ITA AND USc Or 71115 COMI0HCR7 fCR AHI PAR-11CULAR RUILOING 1S THC RISP04SIOI111Y Or THC OOILD;MG DISIGVCR, I•CR AHS[1 TPI 1-1945 SIMON z. M Fr,f, .1.. 1fR V_ w 4 DUR.FAC. I.25 FR 0)4 GA SPACING 24.0" ff;ARM0517-ORR - FARM - WC 37'6" COIIH 1 FIIIS DWG PREPARED FROM COMPUFER IIIPUT (LOADS & OTHEIISIOHS) SURM11TED BY 1RUSS MFR. TOP CHORD 2x4 OF -L $1 :T3 2x4 OF -L #18Bet.; BOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard IPLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. IIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. N2,f 142.5X4 END VERTICALS NOT EXPOSED TO WINO. (A) CO(ITIINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND 1-/180,00 TOTAL LOAD, 10 PSF BC LIVE LOAD PER UBC, W3X6(R) 4, —1 7142x4 III B-0-0 (ED = ways= • 141.5'X4 III 142.5X4 W1 .5X4 III 1-12X4 III u1, d it a 1-11-0-0 _I_ 3-6-0 J_o I �=15-6-8• Over 2 SupportsPA" a R=513 N=5,5" �. R=513 14=3,5" APPR6 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UDC 19–.-4.a—CA - L - F Scale =.25" Ft. LDDgfeUDw Lumber " NARHIDG " TRUSSES CEOUIRI CTTR[H5 CARr In rABR:CATIOH, HANOI ING. SHIPPING, INSIAILIA6 AND erg 89Lor>:1lAveaue,CIdCOCA95M BRACIIS. HCFER 101110.91 (IIAVOLIYG INSIA:IING AND ELACING). PUELISAED EY VI (TRUSS PL41C Q�,oFESB%�! TC LL 16,0 PSF REF R427--49310 IVS11701E. SCJ D'ONOFRIO DR.. SUIT[ 200, HADISON. K) '-3719), FOR SArEIT PRACTICES PRIOR 10 �{�,s� T C D L 1 0 , 0 PSF DATE 05/21/01 PSirGRNIHG THESE F714CTIOHI. 111151 DTNIIHllI INDICATID, TOP CHORD SNAIL NATE ?NOPERIY ATIAC-ID SII Ur .,I) AL PAN[I S, 30FTDH CIIORO Y+4lL wAV( 4 pRGPri AT:401 0 RIGID Crll1144, PQ .d •'III ARTAIIT•• TUONISP ACPPI nr *x15 BC5IGN !O IHS 1N5?41.0110N 07T7ACInR ALP!vl EA•iIIIHIED ? '0 �. Dr DL 7,0 PSF DRN CAUSR-127 01141031 PRODUCIS, INC. SUM NOI Bl RESPONSIOLI FOR Any RC'/1AT)ON FAOH 11111 DESIGN; AHY FAFIURE ID OU110 IHC TAUS SCS IN CONrOR WA 147111 TPI; 01 iAIRICAT I.I S, NANOL]NG, SIIFf PINo. In SIALI]NG ARD ALPINE ORACfnG OF IIUSSCS- Tutt OE SIGN COnfDRH3 Hl in APP41CABlC P'I ISI ONS DF X01 (XAr1DHAL DCS[�N DC LL 0,0 PSF CA -ENG LVT/Cl4C SPCCIFICA110H PUBLISHED BY THE AHERICAV FORISI AND PAPER ASSCCIATIDH) AND 1PI. Al7111E CONRCCIORS ARE IIADE or 1051 A57H A853 WU -SALY. SICIL. =10EPT AS HUM. AMY CONHCCTORS 10 * * TOT.LD. 33.0 PSF SE4N - 40292 EACH FACE Jr TRUSS. AHD UN!CSS OTHIiHISC LCCATED ON THIS DESIGN, )051:1Un-OPIAIETCRS PER L•N1 OR ANI AGS IED A•I. INC Si AL ON 7-5 DTAHIVS IA•J1CA.IS ,ACCEPTANCE OT PROFESSIONAL CNGFVCCP.IUG X11 �R OUR. FAC, 1 .25 FROM GA Alpine Engineered Products, IDC. RESPOASIBILI IY SOLELY FOR TNC r.IUSS CCHPONEIT D2SIGn SHO1'N, 111 SUIIABILIir AND USE OT 1. IS /S! A�` SOcrwoznta, CA 95828 Ans��`�'1)f01 AN -15,95 S1PARI[CULA: Db1LDIRG 1S THE RCSPONSIBIL_Tr Or 1x1 OUILDIRG GSSIGAIE, PR �l 414 SPACING 24.0" t (r nn rlUJA1-VIN" - rnnrl . UCU JI n LU1911 T0P CRORD 2x4 DF -L #I :T3 2x4 DF -L #1&Bet.: 80T CHORD 2x4 DF -L #1 14EBS 2x4 OF -L Standard III,} LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, 8C B 72,00" OC. z + H x w 1-12.5X H z w 2-9-8 a CD 1� OD Cl) to ri CA w m 0D CD .1 0 cT N to 0 I 415X6IR) �& .1— u"u r rnn rn—I J—.1 o U1 ,....— ... ,.. END VERTICALS NOT EXPOSED TO MIND, (A) CONTINUOUS LATERAL BRAC114G EQUALLY SPACED ON MEMBER. DEFLECTION 14EETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, 10 PSF BC LIVE LOAD PER UBC. 1•15X8 (R) 41 W2X4 III (A) 9-8-0 +8-0-0 (0- 1.11.5X4 II 1J1 .5X4 III W2X4 IIIA Ir 12-10-0 I 3-6-0 D I gT'11aI $ e 27-4-8 Over 2 Supports EPAR��`. R=573 N=5.5" �+ R=573 N=3,5' Appbqo VF_ 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC 19.4a CA 1 - F Scale =.25" Ft. 17oalg,1e11o7vLDln1r WARNING-7AUS5IS RCOUILE umi ME (N rABIICATIOH. HANULINO, SHLPP111U, I.ISTAL.ING AVD 89LmrnAl�UA,ChtoDCA9S928 ;RACING. R2i11ER 10:]0.91 IHARDIIHG IHSiALLIVS AAD BHASIMB), PUB,ISHEO BY TIE (TRUSS nATE tss�o�l, TC LL 16.0 PSF REF R427--49311 INSillurl. SDI D0.10rMI0 CR „ 5.11E 200. MADISON. NI 57719). rot S.ArCTf PRACTICES PRIG! TO `•- "''T�!( w ;IRFOiN I.Y6 r1rIE;uACT IONS. UNLESS OTHERWISE INBIC.AICC. TOP CHOID SHALL HAVi PROPCRLI AITA.CIICC C �{'�� TC DL 10.0 PSF DATE 05/21/01 IURALS, 00"" CAD SIRUCL PANELS, SHALL HAVE A AAOPERLY AIIMMCB AIGIO CEILING. 't "IKPGATAWT• PURRISII A COPY Cr ]HIS DESIGN 10 T. -.E TASTALtAT(ON CONTRACICR. ALIIHC IN61+ISrRCD .D '�� BC DL 7.0 PSF DR41 CO.US11427 D1141032 FIX TO BUILDCIS INC. SMIIIE IP.USS ESALL IN CORTORKANCCNor BE LYIIHI I P : ORC FOX, NrABR1CATIN6 HANDLINGS S-IPPIVG.A INSTAIIIHGI AHII p rj TI+ 1'f1l VAL P I NE ORACIY6 Of TRUSSES. i11SDCSICNCO1fORK5 Nllll AP PL ICA3LC PE S:RCIIS[0NS Or MDS (RA7IORAl OES16H 8C LL 0.0 PSF CA -EMG LVT/CWC ;FC IIcCONHECIORSI AMIPHPACUBISor0203AT ASIIIKAG'+]ABR40 GACIAMSTLCL. LiC:PII ASTM 1C0i7 ]APPLY CONNiC10RS 10 7 TOT.LD. 33.0 PSF SEON - 40294 � EACH rACE of TRUSS, .AVO -.BLESS OTMCRHISC LOCArto an THIS DESIGN, POSIIION CoVNCCIORS %CR ERIN IISS aGO A-1. 7HC Sim. ON 711 IS ORA :NDICAlCS ACCCPTAYCC or PROrCSS10RAt CN�:IBCERIHG CIY1 OUR . FAC. 1.25 FROM GA A1Pine Encinceral Pmducls, IRC. RE SPOSSt07LIIf Scm, r0R IHS IRU SS COHPO11 0ISIGW Sued". 1HC SUIIA31LII A10 u5° Dr iH15 80tt01De010, CA 95828 A 61f PlT1 r1995AM? Si PARTICULAR allILDIHG 1S THE RISPORSIBILl1Y 0r INC BUILDING OrSISUER. PER r' SPACING 24. 0 " I 0 19 0 [A. z 0 a T 0 1� In to �rnq d w -a Cp O r -I O N N CD O (FARM0517-ORR - FARM . El 21' NHIP/GIRO ) TOP CHORD 2x4 OF -L J1SBet. BOT CHORD 2x8 OF -L SS :B2 2x8 DF -L nl: NESS 2x4 DF -L Standard :119 2x4 DF -L $l: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3,3, ADDITl011AL LOADING PER TRUSS MANUFACTURER ----------------------------------------- (H1) BC - From 375 PLF at 0.00 to 375 PLF at 21.00 (111) RECOMMENDED CONNECTION FOR TRUSSES FRAMING FROM THE BOTT014 CHORD AT 24'.O.C.: SIMPSON HUS26. SEE SIMPSON CATALOG C-2001. W7) 1•)5X8 THIS DWG PREPARED FROH COMPUTER INPUT (LOADS 5 ONIN SIONS) SUBRIITEO BY TRUSS IIF11. RIGHT END VERTICAL NOT EXPOSED TO WINO, (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED O1{ MEHBER, DEFLECTION MEETS L/240.00 LIVE AND 1-1180,00 TOTAL LOAD.- 10 OAD.10 PSF 8C LIVE LOAD PER UBC, IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC Q 24.00" OC, ALL BC @ 72.00" OC, W7X8= W5XB(R) III 1•t1.5X4 III .T.AnA� Itt Iy5Xt1 = 415X8 Hann IIA1 w W012(0) = NS514 N3X8 n N6X8(R) III I_ 12-3-8 I 8-8-8 FE 21-0-0 Over 2 Supports . IPA:• R=4696 R=5,5" .-42 PP14 R=4565 N=5.5- PLT TYP. Ili h Strength,NaVe TPI -95\R Design Criteria: TPI STD UBC 19."_CA 1 - - F Scale =.25" Ft. L.mgfellowLumber "Yb4q[MG•• 1tussrs RCOUIIC ECTREHI CIRC fY riailwinn, HANDLING, SKIP-IHG, ]WALLING AND 99LarellAAl"Ild.ChiouCA9592B BRACIMG. RIrCR 18 NIB 91 IHAHOL)HG )HST.ILLIAS AAD BRACIAG), PUDLISIIED BY TPI VIINgS FIATE �6fESS TC LL 16.0 PSF REF R427 49313 IN11)l._ 587 O'OnOFR TO OR., SUITE 100, ,YAOISOH. NI 57119), rCfl SAF[IY PRACTICES MCR IO PCR%ORHING TBISE FUMCIIONS, •; NL I's OTnIRHI51 1010.1111. 107 CHCRD SAAIL ..AIE P.IOPERLY AITA!IICD �. F.y TC DL 10.0 PSF DATE 05121101 SIR�.CIURAL PANELS. BO11M CHCAID STALL HAVE A PROPCRIY •11ACHf(1 a1GID Cf It1Nr, ` h� P "IHPDRTAf1rA- fURn1511 A CG/'P OF TNIi DESIGN %O 1-1 14SIT,IATIGU CCAIRKIOR AIPIUC EA;IM:CP,E7 �y¢� fi yff 9C DL 7.0 PSF DRI-) CAUSP.427 0114:D31 110DUCIli IHC, Sr ALL NOf 3C 0.ISp0.SS10L1 rGR A1Y C•[1'I.A710A ricti 11115 DE)ISN; AMf fAI1 URE iC C.� - BUILO [III IRU 53ES 1H CDMFOLNA%.i Tom 11'1; 5% FABRICATING. 11.5MDIIHG, 5111?I'1HG. IRSTALLING AH0 O� ALPINE B.LACCNG OF TRUSSES. THIS DESIGN COHFDRRS HIT- AP)IIC!ELE PCOVIS10.1S OF YDS [NATIONAL DCSIGM BC 1_L 0,0 PSF CA -ENG LIFT/CWC SPCC [f ICA110M PUB115HE0 O1 THE AHEfl Icx% rain AND PAPER AS50CIATIOMJ AND 1P1. ALP INC COHMECI OR ARL NAM OF IL�.A ASTH AES] G140 QALY. SIECL, 11C2P1 A5 HOi[D. APPLT CORMCC70RS TD * * TOT.1-0. 33.0 PSF SEAN - 16891 -A[H FACE Df 1.iU55, AAO U11 CSi O1H?AHISf lOCA1ED OM 11115 OCiI6H, POS T: IOn COHMICI OR PE0. GRAN(vu Teo A.L. IHC IIAL ON TATS CAAHItS IAa1CA1I1 ACCEIYAACL Of PROFISSCONAL IN6IACCRINB C � D UR .FAC . 1 , 2 5 FROM GA Sacramento. CA 95828 C Alpine EngineefcdPredncls.Inc. RISPOS'SIB)IIIY SOLILY FOR 1Nc T.LUSI CONIDHEII DESIGN SIIC'JH. TAT SUETAO(111'f AND use Of .Is �C Q C•)POIENi FOR ANY IART)CU,AC B %DI1'G IS 1111 REUGHSIaMIY Or r..I BU[IDI4'i DCS)GHER. PEI �f � ALSIITPI I•IB95 SfcI10V 2. _ SPAC ING 24.0 N 0 L� 3 0 .a Wa(� LL, z 0 a T C> CIA N lr) 0 (PAnPlU511-vHH - rARM - tz zl• Mlirrsti TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREE14 LUMBER PER NDS -97 TABLE 7.3.3. LO PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6-0-0 JACKS KITH NO WEBS. CORI4ER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. III LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC 0 24.OD" OC, BC 0 24.00" OC, 145X4 111IS uvU FHtP'Alstu rxurl LUMFUPtR 1HPul (Lu,gya a UIHt(IafOH51 auuElflitu HT Inuaa nrn, RIGHT END VERTICAL NOT EXPOSED TO WIND, (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. USE THIS DESIGN FOR COMMON HIP TRUSSES m 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC ® 24,00" OC 141TIl 2-16d HAILS AND DIAGONALLY BRACE PER HI8-91 13.2,](FIG,33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC, N3X8= W3X8- 111.5X4 III 113X8(61) 413X8= 141.5X4 III T 2-9-11 1 8-0-0 L<2-0-0>1 L, 6-0-0 _I_ 15-0-0 I X0.4 1 21-0-0 Over 2 Supportsi, R=1525 W=5.5'. &1 01% R=1573 W=5,5" PLT TYP. 14ave TPI -95 R Design Criteria: TPI STD UBC 19,4A—CA 1 - - - F Scale a.25" Ft. I-ggreUaw Lumber—HARH1lIG" IRUSSCS RCOP)RC tYIRfHC CARE 1H :ABRECATION, !ANGLING, SHEPPIY6, 1NSrALLIA-1 AND p� E TC LL 16.0 PSF . REF 8427--493]A 89LoleDAsaltloc ClucoCA95928 BRACIA,. RCfFR 10 NIO-91 (IIAAOLIAG IflSldll]XC AND B.IRt[1a) PUOt1SN!D Of IPi IlkLISS PLAIC �•'- f.tSTITUIC, 561 D'C•ROTR 10 Cfl„ SUI!' 200. Xfi)15C t, NT 57)19), frit SAfC1Y pP.ACIlClS PRIOR 70 "RP �y� TC DL 10,0 PSF DATE 015/21/01 PE0.fORH1HG 71IES1 fUVC1lONS, UNLESS 01HCRVISF 1NOICATED, TO GHCRD SNAIL HAYI pROPCPIY AT1A[fl ID L' STRUC%IAL PAHEIS, EOIPjH C11RD SHALL HqI t PRGIrct" IIT -C1110 R15ID CULL. •iHPORTAYr— rORVISH A racy or )N!i G!SI,U 19 'HE !USll:LAIION C-)Wlfl.CKR, l!PIR! CD4!HEERID - y BC DL 7 , 0 PSF CR4:' CRUSn427 01141014 ,PRC•)Utfi, All" SHALL "" BE flC5PGH5lBlC FOR ANY OCYf Al10.5 fRCH THIS DCSIGti ANY rAIL T TO -r ALPINE BRACINGPor1TAUR 0'Sm. COT AIS„DCSICNAICE ICoroBNSIIITHAAPPLICABLEPROVISIONS5Or DSPF C(AATIOVALIDESIGV :XI I BC LL 0.0 PSF CA -ENG LVT/CNC SPCCIrlCATIGN PUELIS`10 BY IHI AMCRICAH FOREIT AND PAPEt ASSOCI.A110A) AHD IPI. ALPIV[ * * T 0 , L D . 33.0 P SF S E QP( - 16893 CORACCIGi3 ARE MAUL Or 245A ASIR AUS3 ER40 Ck SIEEL, CLCIPI A5 H071B. ArPLY COUVCCfOIS f0 CAC. TACO OF IRUSS, AND -.WL SS Of HE RN 1 SC tOCAT10 C•Y IBIS BE SIGH, YOSlllat CCVHCCIDRS PER ''aa DRAV) HGI ICO A•2. IIIE 51 AL OH THIS GRAVING INDICATES ACCEITARCI CI PRC•r[SS1flHAL EAil"EERIH•: c DUR,FAC. 1.25 FROM GA NpinO uarnme la, A 9582 la, Ill G. COHPONCH11 raR YANII PARTICULAR DUILD1HGt IS THE RESPC%SIBILIT7 or Tri Oa1LOIVG`DESIGNER.AQ PER IN Is sfl.70uIeILID,cA9ss2B ANS[/TPI 1•t9iS SICTION 2. C SPACING 24.0" n n 0 19 r .--I O \ C11 N In O (PAKPIUnli-UKK - FARM - 117 HAI TOP CHORD 2x4 DF -L 91 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS TRUSS IS INTENDED TO BE A PIGGYBACK CAP. REFER TO, DWGS PIGBACKA0699 AIID PIGBACKBO699 FOR CONNECTION DETAILS, W04 7r 8-0-0 III -5X4 III YJ2X4(A1) W2X4(A1) 0-3-0 0- 0 3-0-0 Over 2 SupporLSI R=112 N=3,5" R=112 14-3.5' THIS UNG PREPARED FROM COMPUICR INPUT (LOADS A DIRENSIONS) SUBMITED BY TRUSS MFR. III LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS; TD BRACE TC @ 24,00" OC, BC @ 72.00' DC. DEFLECTION 14EETS L/240.00 LIVE AND L/180,00 TOTAL LOAO, (D I coV �Arlo PP,16 PLT TYP. Wave TPI -95 R Design Criteria; TPI STD UBC 19 CA - 1 - F Scale =.375" Ft. Long feilmvLwld]ef 89LmrnAselluB,CtIIoDCA9592A ALPINE Inc.IRAVIH" Alpine Eugi1►eelnd Products, IL SaaDuuSlfgCA95ffiB ,6'90018G— ACfYGV6•%CM TDEIIB•91UIR(NAVOLlC61IVSIALl1NGAhND 3RAC7N6)HAAPLI3 IiNCC"2Y TPJ INSTALLING PI I[ INSiIIUlE, SB] D'ONOFRID OR.. SUI TC IOD, HAOISCiN, \'I !)119), TOp. SAFE 75 PflACiltCi IiICR 10 P TRfOFlHING IIICSC iDHCT10hS. UNLESS D1"lARIS( INDICATIO, TOP CHORD SNAIL RALE IIOP!IILT ATTACHED ST RUCTUAAL PAAIIS B11170H CHORD SH -111. 'AVl A PR0gRL' ATTACHE^ RF -110 COILEP.S. ••IHPOR Th 4I-Ia RIS• A COPY 0r TNIS OTO [!N T-" THE DE 1NSTALlrfl3H HIS D'.CT,OR. AANY CAGINCl ICC PRODUCTS, INC.(RCSlllll NOT BE RE SfOM:]BlE TOP, Ali'; DE'/IAT [DH fR ]H :MIS DESIGN; ANY fAfIURE TO BU110 THC rAUSSTS IV CCF..HANCI HIT" rAl; Gl I'ADRICAIING, IIAUDLIV6, SIIIPIIHG. INSIALLING .AVO BRACING or TRUSSES. THIS OCSISH CDHfCR"S Yllll APPLICAULI PROLISIOHS Df %3S IIIATIOHAL DESIGNI ANDTPI.ALPINE CO%VCCT}ISION AICPUBLEHAOC501-0266ATHE ASIM A653AGR4 DRGP.l 1'. SICE., EXCEPTI41011) ASI ADIED.APPLY CORHCCTORS TO EACH FACT Or IRL-SS, AND I-NLESS OIHCRVISE IOCAICD ON THIS Oi SIC%, POSIT;DH CONNECIORS PER 160 A1. IRE SCA, ON THIS CRAVING 1HDICAms ACCIPI?.YcE Of MOFESSIOVAL INGIh(LRIA' IEI7ONSIEIL I II' SOL(LI TOR THF 16CSS c0NPO%l NT 00516N S!'Z' TIIC SUITABIL/IY AHD I -SC OF Tills [OP]OHCN1 r[fl ANY PARIICUTAR d01WING IS 111E RTSPOUSIDill I Of INE 6UILO111G DISI itH, PER AHS111P1 I- Iso SCCIIOR 2. QpafIS 2 ' * AI 4 A�w�. wI6 , AA --`' W 45 xf * •C W TC LL TC DL BC DL EIC LL TOT.LD. 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF 33.0 PSF REF R427- DATE 05/21/01 DRN CAUSR427 CA -ENG LYT/CNC SEQN - 40326 -49315 01141035 DUR.FAC, 1.25 FROM GA SPAC I NG 24 .0 12 -- 1 4 or greater Bottom chard diagonal bracing repeated a. each en: of the building and at same s, acinc 3s top chord diagonal bracing. L15 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fi AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. r ,manent 10 `SSP moo. s ttinuous?, gyral bracing specified by the ss engineering. Frame 4 All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of the building and at 20' Intervals. /A =4s° L�5 Top chorda that are laterally braced can buckle togetherand cause collapse inhere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached tee the topside of the top chord. 12 __`l 4 or greater =45° DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10" or Greater I� Attachment Required O<%ess 32 WARNING: Failure to follow these recommendations could result in I severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 6' 1 9 6 Over 42'- 60' 3.0 5' 1 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 �— trusses. 10" or Greater I Attachment Required - 2e• \� / =45° Frame 3 .. TOP CHORD laterally braced rya\ ey@�C TOP CHORD DIAGONAL BRACE+ togetherandcause collapse ifthereisnodiaga MINIMUM LATERAL BRACE SPACING (DBS SPAN PITCH SPACING(LB #.trusses Up to 32' 4/12 81 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48'-60' 4/12 1 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10" or Greater I� Attachment Required O<%ess 32 WARNING: Failure to follow these recommendations could result in I severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 6' 1 9 6 Over 42'- 60' 3.0 5' 1 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 �— trusses. 10" or Greater I Attachment Required - 2e• \� / =45° Frame 3 laterally braced rya\ ey@�C Top chorda that are canbuck.e yb Q!t\ togetherandcause collapse ifthereisnodiaga net bracing. Diagonal bracing should be nailed tito N the underside of the top chord when purlins are attached to the topside of the top chord - WARNING: :)o no: attach cables, chains, or WANING: Do not lift single, russes with spans hooks to the -Neb members, A greater than 30' by the peak. _11 60° N o�- less Tag / Aopr �ximately Lire/ '/ truss length /.60'V J or less�� Approximately Tag Ys truss length \ \ Line Truss spars less than 30'. Spreader. Bar -toe In Approximate y Less than or equal to 60' 3preade• Bsr Toe In Tag Line tol the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tae In f_Toe In Apprcximatel i '/,to Yit•uss le th Less than or equal to 60' Tag Line S.rongbacx/ SxeaderEar Tag Line At or above mid -height Tag Line 1� Approximately � '/i to 3/J truss length I� I Greater than 60' Str SpreadereaderBa• 10' t0' 1 \ / / I _ Approximately I r Y3 to 34 trus> length Greater than 60' CAUTION: lempo.ary braying shown in this summary sheet is adequate for the installation of trusses with similar conf�guraiions. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in a::ccrdance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DS3-89, and in some cases determine that a wider spaciig is possitle. Typical horizontal tie member with multiple stakes (1111T) CAUTION: Ground bracing required for all instal ations_ Frame 2 as of braces of trusses DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 to L/ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2xf; PARALLEL : Continuous CHORD TRUSS TOP CHORD y 'TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DB� DEPTH SPACING(LBs) #trusses ......: .»:.. togetherand ca use collapse if there is no diago- SP/DF. ::SPF/FLF:.'. Up to 32' 30" 8' 16 10 Over 32'- 48' 42 6' 6 4 Over 48'- 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 to L/ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two trusses. End diagonals ra a ssntial for stability and must be duplicates both ends of the truss system. =45° to 20'(Dgs) 14�s SPses F�HF� 2 `e$s g2 01 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A End diagonals areissgQttial fo stability and must be duplicate both ends of the truss system. "V (DBs1 15 Trusses ftaft— Q Z' D.C. Frame 5 30° or greater Trusses must have lurr- ber oriented in the hor- zontal direction to us= this brace spacing. 2x4/2xf; PARALLEL : Continuous CHORD TRUSS Top Chord Lateral Brace ' Required Top chorda that are laterally braced can buckle togetherand ca use collapse if there is no diago- 10' or Greater nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachment Required All lateral braces lapped at least two trusses. End diagonals ra a ssntial for stability and must be duplicates both ends of the truss system. =45° to 20'(Dgs) 14�s SPses F�HF� 2 `e$s g2 01 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A End diagonals areissgQttial fo stability and must be duplicate both ends of the truss system. "V (DBs1 15 Trusses ftaft— Q Z' D.C. Frame 5 30° or greater Trusses must have lurr- ber oriented in the hor- zontal direction to us= this brace spacing. U to 24'-/12 • 8'1 17 1 12 IF Over 24' - 42' 1 1112 1 7' 1 10 1 6 48" Over 42'- 54' 2/12 1 6' 1 6 1 4 5' Over 54' 1 See a registered professional engineer 4 DF - Douglas Fir -Larch \ SP - Southern Pine o HF - Hem -Fir 8' SPF - Spruce -Pine -Fir 0� ti 1 2" 9' All lateral braces ryp`O e`'@Q lapped at le ast 2 trusses. Diagonal brace \ alsc required on end'verticals. Top chords thalarcgaterallibraced •:anbuckle !� togetherandcause :ollapseifthereEsnodiago- nal bracing. Diagoaalbracangshoul•Ibenailed 1A` to the underside of :he top chord wlxn purlins 2q• f are attached to the topside of the too chord. MONO 12 �3or 9 greater • 1 ' 24" IF 2' 36" 3/4" 3' 48" 1" 4• 60" 1-1/4" 5' 72" 1-1 2" 4 84" \ y { iy 96" 2" 8' 108" 1 2" 9' All lateral braces lapped at le ast 2 trusses. Continuous Irgp Chorc Lateral Bra:3 —� r � e Required 10' or Gmacei Attachr-arltt Required _/ WARNING: Failure to follow these recommendations could result in I A& severe personal injury or damage to trusses or buildings. A& I PL•JMB t 1 q 1 Truss i Dep h r 12" -1/4" 1 1 ' 24" y 2" 2' 36" 3/4" 3' 48" 1" 4• 60" 1-1/4" 5' 72" 1-1 2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 1 2" 9' i D(in) i i i Lasser of G50 or 2" Maximum Plumb Miiisplacement Line OUT -)F -PLUMB INSTALLATION TOLERANCES. T U Lesser of LJ200 or 7' L(In) L(IN) _esser of ,/200 ofiiiim L(in) 0200 L(ft) L(in) °4 41 209 -u 50" 14" 4.2' 200" 1' 16.7' 1 100" 1/2" 8.3' 250" 1.1,A" 203' 150" 3/4" 12.5' 300" 1-1p2"' 25.,x' OUT -OF -PLANE INSTALLATION TOLERAhC=S. DANGER: Under no circur tlstaoces sl'oLld A WARNING: Do not cut trusses. A construction loadsofanydescripti3nbeprwe d on unbraced trusses. Frame 6 This safety alert symbol is used to attract your -A attentionl PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle. install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: Thebuilder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed Ton -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. �` TRUSS:STORAGE- s, CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be JA supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. AWARNING: Do not break banding until installation A DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- properly braced. Do notbreakbands until bundles moval to avoid shifting of individual trusses. a are placed in a stable horizontal position. JA WARNING: Do not lift bundled trusses by theIlAprohibited. DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. is extremely dangerous and should be strictly Frame 1 LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof &.Floor Systems (800) 678-0112 (530). 893-0112 •FAX- (530) 893-0140 Customer: Address: AP#: . 89 Loren Avenue Chico, CA 95928-7434 61)14.cecE(Z �)g-- Job No: � 2•,t Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products In P.O. Box 20455 Portland, OR 97220 (503) 254-0204 1s (FARh10517-*ORR - FARM (cut 10-5-01) - D2 37'6'-SCI5 d TOP CHORD 2x4 OF #1 :T4 2x4 DF -L #198et.: BOT CHORD 2x4 DF -L #1 w 14EBS 2x4 DF -L Standard 0 CD [SP PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. THIS DWG PREPARED FROM COMPUTER INPUT (LOAns R n114PNKinMc% cuDurTTro o CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.26" DUE TO DEAD LOAD. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 -TOTAL LOAD. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. W5X6 (R) W7X6 (R) iii T W2. 5X4 0 612.5X4. z 6!3X6 o- T4 H w 6!3X6 0 7 r 7 W 2 . 5 X 4 0� Z z �.., 1!6X6= 10-3-5 c� w J 4,5 W3X8 5 612.5X4 RT 4.5 ` za W4X4 ; W1 .5X4 III 4!5X6 +8- 0-0 6!2.5X4 (A1) 613X8 (A1) a CD 2 D o 5 0ej 0� 17-n 0 ��-�v ii 5-3 8 3-6-0 17-0-0 -0 16-0-8 16 -2-0 `° J 37-6 0 Over 2 Su PA14-il Supports' Li -_ � � R=1556 6l=3.5" rn ePR y R=1023 N=3.5" w PLT TYP. Wave TPI -95 R I-- Longfellow "NARNING" TRUSSES REQUIRE EXTREME CARE IR FpBR]CDATeIsignNDL criteria - G to f Pa- ; PALLS6TDIID UBC 19.5a CA _ 1 _ _ In 89 Loren Avenue, BRACING, REFER TO HIB•91 (HANDLING IHSTALLItIG AND BRACING pUBl1SHED 0Y TPG. f p - F Scale =.1875" Ft. IIISTITUTE, SBS O.UNCTIONOFRIo DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACi1[ESUPRIOR piO `� FES �Y� PERFORNI116 THESE FUNCTIONS, UNLESS OTNERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED QFE$ O"y� TC LL 16.0 PSFr 427--73741 `STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � Q�.s TC DL 10.0 PSF10/15/01 'IMPORTANT— FURNISH A COPY OF THIS OESIGU TO THE INSTALLATI011 CONTRACTOR. ALP1t1F EIIGItIEFREO 0 I5 '� ,,..I PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR Al1Y OEYIATIOR FROM THIS DE516R: AIIY FAILURE TO �f B C D L C> I ^ T GUILD THE TRUSSES itl CONFORMANCE WITH ipl; OR FABRICATTHG, NgI10LIHG, SM1Pp11IG, INSTALLING AND 45 r iTf 7.0 PSFSR427 01288035 L r 1 RR ACING Of TRUSSES. T 81 HIS DESIGN CONFORMS ST A D PAPERBAS PROVISIONS Of NDS (NALPINE1 DESIGNt�BC LL 0.0 PSF NAH/CWC CONNECTORS ECiFICATIDU AREPMADE SOF07nGATASTMHA653AGR40RGALY4tISTEEI ERE%CEP7IAS IOOTfO,ID TppPL YACOHIIECTORS TO'-1EACH FACE OF TRUSS, AND UtILE55 OTHERNISE LOCATED ON THIS OESIGII, POSITI011 CONVECTORS PERTOT. LD. 330 PSF 48606 o Alpine EngineeredProdllcts,Inc. RESPONSIBILITY SOLELYTFORHE STHE EAL TRUSSICOMPOIIE117 OESIGNIIG TES SHONHCEPTATIE SUITABILITYPROFESSIONAL AUD USEENGINEERING S `,•,Y DUB. FAC. 1.25 FROM GA '--1 San•IpICp(O, CA 95828 COMPO IIEOT FOR AIIY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER f�• t •� ANSI P1 1.1995 SECTION 2. "� �I �Av`O �rI SPACING 24.0" I- CD CD r7 0 CD 101 (FARM0517-*ORR FARM (cut 10-5-01) D2A 37'6" SCIS TOP CHORD 2x4 DF -L #1 :T3 2x4 DF -L #1&Bet.: BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS N Dit.IFAISInNCY a1GAIITTrn av Tn— urn CALCULATED HORIZONTAL DEFLECTION IS 0.27" DUE TO LIVE LOAD AND 0.28" DUE TO DEAD LOAD. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00° OC DEFLECTION MEETS'L/240.00 LIVE AND L/180.00 TOTAL LOAD, 10 PSF BC LIVE LOAD PER UBC. t44X4 W7X8 @ 142, 5X4 2 W2.5X4 7 r T3 W4X4 % 7 W2 5 X 4 W7X6 (R) III W3X10 o W2, 5 X 4 3-3-5 —' 4.5 4.5 ` 1404 W1 .5X4 III W1.5X4 III I 1 11<-=1# J = I I WHET (A1) --- R=1082 W=3.5" -D?-A 10-3-5 9-oa °EE ; Appnovpr . CA 1 - F Scale =.1875" Ft. TC LL 16%0 PSF REF R427--73742 TC DL AOP DATE 10/15/01 BC DL DRW CAOSR427 01288036 BC LL CA -ENG NAH/CWC TOT.LD. SEON - 48617 DUR.FAC. FROM GASPACING is v -u3-6-0 16 4-0 17-0-0 0 L 16-2-0 I 32-6-0 Over 2 Supports R-1063 W-3.5" m >C k• PLT TYP, Wave TPI -95 R t` I>7 LongfelloLv Lumber 89 Loren Avenue, 7 I1 IBC ..W 111111 TRUSSES RCOUIRE E1TR E11E CPRE IN FABRICDATel ON, 9NAHDL oc,t sx Chico CA 9$928 BRACING. flEFER TO HIB -91 (H AlI0lIN6 INSTALLING AND ALLG ADHD PalIG, ItISPTto BRACING). PUBLISHED BY TPI nSTITOTE. 583 D'ONOFRJO OR., SUITE 200, HADISOtI, W1 57719), FOR SAFETY SS ATO PEO FORMING PRACTICESUPRIOR THESE FUN CTI ORS, UNLESS O7HERX[SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAC NEO AL PANELS, 8077011 CHORD <STRUCTUR SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. HI Or qBE OR �--I THIS PRODUCTS.I ItC, SHALL110T ESPONSIBLEOFOR 6lIAN0 THE LFROH17TN CONTRACTOR. ggNYilEFA FT A L P I N E OEY IAiION I; 11LUHE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, GRACING \ SHIPPING. INSTALLING Allp L OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS SPECIFICATION OF ROS (NATIONAL DESIGN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) CONNECTORS AND TPI, ALPINE ARE MADE OF 20GA ASTH A653 GA40 QALY. STEEL, \ EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ID Alpine Engineered products, ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS It1C. SBCLamento, CA 95828 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF iH UG COHPOIIENT FOR AMY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ALIS I/TPI 1.1995 SECTION 2. I 1 11<-=1# J = I I WHET (A1) --- R=1082 W=3.5" -D?-A 10-3-5 9-oa °EE ; Appnovpr . CA 1 - F Scale =.1875" Ft. TC LL 16%0 PSF REF R427--73742 TC DL AOP DATE 10/15/01 BC DL DRW CAOSR427 01288036 BC LL CA -ENG NAH/CWC TOT.LD. SEON - 48617 DUR.FAC. FROM GASPACING (FARM0517-*ORR - FARM (cut 10-5-01) - D2B 37'6" SCIS TOP CHORD 2x4 DF -L #1 :T3 2x4 DF -L #1BBet.: BOT -CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard :W12 2x4 DF -L 11: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. SHIM ALL SUPPORTS TO SOLID BEARING. 10-3-5 W4X4 T 3-3-5 W3X4 o 1,17XG (R) iii THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION I5 0.15" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. 6-4- R-985 W=3.5" -6- 0-0-0 Over 2 Supports w PLT TYP. Wave TPI -95 R LDngfellDwLLlmber "NAHIIIfIG•` TRUSSES REOUIflE EVTgENE CARE IN FABRICDATe(0Nl91ANUCIMG.teSNI PANG, XP ALL N6 Dtp UBC If7 69 Loron Avenue, Chico CA 95928 BRACING, REFEfl TO HI097 (HAtiOl fil6 IIISTAILIll6 A110 BRACING), PUBLISHED BY TPI itI5T1 TOTE. 583 D'OfIOFRlO OR.. SUITE 200, NAOIS011, NI 577191, FOR SAFETY PR ACTICESUPRt OR SS ATE TO PERFORMIIIG TIIE SE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT** SAMINC. SHALL ISH MO TAKE OPY OF THIS RESPOIIS ISLE DFOR 6NA IY THETO PC OHNTHISTOE5160; AA PINENY TpILUR EETOD CD BUILD THE TRUSSES Ilt CONFORMAIICE WITH TPI; OR FABRICATING, IIAIIOLING, SHIPPING, INSTALLING AND 1 A L PINE BRACIIIG OF ON US5E5. THIS DESIGN CONFORMS VITA APPLICABLE PROVISIONS OF NDS (IIA710UA1 OF SIGH SPECIF ICATIOM PUBLISHED BY TIIE AMERICAN FOREST ACID PAPER ASSOCIATION) Alto TPI. ALP If1E N CONNECTORS ARE NAGE OF 20GA ASTM A653 GR40 GAIN . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .� ERAWINGS ACH FACE OF TRUSS, AOU UNLESS OTIIERVISE LOCATED 011 THIS DESIGN, POSE 71011 CONNECTORS PER CD Alpine Engineered ProducLv, Inc. RESPOIIS IB IL/TY SOLELY THE SEALTHE TRU 011 THISSS DRAWEIIT INDICDESIGATES ACCEPTATHE SUITABILITY PROFESSIONAL ENGINEERING "i $0CIB7ne010, CA 95828 COMPOIIENT FOR ALIT PARTICULAR BUILDING IS THE RESPOUSIBILITY OF THE BUILDING DESIGNERUSE OF , PER ANSI/TPI 11995 SECT1011 2. 1-6-0 13-8- 1b 28 X4 1-9-13 +8=0-0 W2X3 \ 1 4ohD +�L ArE ulP V?-" F Ko,� S YOW\ Ci' R=995 �4=3J Y —T 19 CA - 1 - - - F FES TC TC LL 16.0 PSF w Fs� TC DL 10.0 PSF cr s BC DL 7.0 PSF BC LL 0.0 PSF * TOT -LD. 33.0 PSF CNl1. s DUR.FAC. SPACING 1.25 24.0" Scale =.25"/Ft. REF R427--73743 DATE 10/15/01 DR W CAUSR427 01288038 CA -ENG NAH/CWC SEQN - 48615 FROM GA u.:• ,. � !' .... _�,--t»i.....u...+-.air---»'-« x ` ...,.._..:".'`;:._. _ �' _�'rss,- _r f .4. RESIDENTIAL GAS WATER HEATERS Ist � e 6 -YEAR TANK WARRANTY 6 -YEAR PARTS WARRANTY FOAM INSULATED/ENERGY-EFFICIENT SELECT' FEATURES Cold Water Inlet Tubes (Dip Tubes) made from Everlast PEXAN'- polymer. Anode Rod protects against tank corrosion. Factory -installed Temperature and Pressure (T&P) Relief Valve. AiGJ1. Certified Energy Cut -Off (E.C.O.) safety feature. Energy -Saving Pllot. Nylon Drain Valve. Maximum Hydrostatic Working Pressure: 150 PSI. Manufactursid under one or more these U.S. Patent Numbers: 4,447.377, 4,527,5.13. 4,505,231, 5,020.512 or 5,379,507. Canadian Patent Numbers: 1,151.480. 1,22270. 1,264,622. 1,325,447, 1,324,325 and other .,.o" Canadian Patents pending. O cow All models design -certified by A.G.A. Laboratories, Inc., CO'°"`nO" according to ANSI 221.10.1 Standards covering storage -type water heaters. All models meet or exceed Federal. Minimum Energy Standards effective January 1. 1990, according to the .Lv„lK NATIONAL APPLIANCE ENERGY CONSERVATION ACT (NAECA) of 1987. As a general matter, these federal standards pre-empt state and local standards, and any other state and local require- ments with respect to energy efficiency or energy use of these A —c water heaters. I All models also comply with the latest editions of the BOCA National Codes. U.B.C., S.B.C.C.. C.A.B.O. and the N.U.O. ! I standards. Warranty details available at nearest State sales office. e Specifications are subject to change without pnor notice. BTU Input I I I Recovery --- GPH — I Draft Approx. Modal Number Gal. Per Hour Energy I First Hour Degree Rise Dimensions in Inches Hood Ship. Cap. Natural/ Factor yyt, -- Propane Rating 1 90. 60. I A; B C D E I F I Outlet (lbs.) TALL MODELS PR6 30 NORT 2 PR6 40 NBRT 2 PR6 50 NBRT 2 PR6 40 NOCT 42W PR6 50 NOCT 42W ELI M 40 ` PR6 40 NOCT 52W 140 I 35,000 1 .63 73 36 PR6 50 NOCT 32W 1 50 1 36.000 1 .60 1 76 1 39 33,500 .59 58 34 40,000 .58 73 41 40,000 .56 80 41 40,000 .61 73 41 36,000 .61 76 36 35,000 .62 73 36 'Prorww b 3'or 4• nm sow For lOyrr WMl6-yw pub www". zft-w ,r to'x' n mWal m~ pr@a IDRx 30 NORT 21 51 62 62 61 57 54 54 59'h ! 56 1 18 1 15 1 8 151'% 1 3' 1 114 62% 1 58 20 1 15 852'/. 3" 1 147 63 1 58'x4 22 15 8 152% 3" 168 62'h l 58 20 158 52% 3" 1 159 63 58% 22 115 8 52% 3" 169 64'h 60 20 15 8 52'/ 3" 1 159 64'h 1 60 1 20 15 8 52'/ 1 3" 159 .60 1 56'h! 22 , 15 8 1 51 1 3' 1 165 WM ooco ' 4 ;,coins enanpe 'N' to'V n nvoel rape 1M 30 PORT :1 ® NOUSME& ING 500 unOW Pancway. AsMW Gnl TN 37015.122'79 Ported n U S d ::0W'Cn1 S;a:e P:_vrc9 r. r•)99 T,.r.•1ti09 CK (!:Dm cr� f 3 1 -e (P.JV/4 9� �s��ss�n .�.�� cx��S M� C,(IS'lo� ,�OIZSIo� BY: DATE: �7 JOBNO: /v�2tj PAGE S,G� OF NorthStar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 SMEAR WALL SCHEDULE SHEAR WALLA Q Q3 Q 0 0 ALLOWABLE LOAD/FOOT 260 380 490 550 640 160 980 1,2,3 PLYWOOD 3/8' 3/8' 3/8' 3/8" 3/8" 3/8"CDX 3/8"GDX GDX CDX GDX 5TRUCT t GDX 2 51DE5 2 SIDES EDGE NAILING ad is 6" ad 0 4i3 8d ig 3i3 8d 0 3i3 8d is 2i3 8d A 4i 3 ad 0 3i 3 FIELD NAILING!' ad 0 12" 8d 012" 8d is 12" 8d is 12" 8d is 12" 8d a 12" ad 0 12" SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X SILL NAILING 6 16d is 4" 16d is 3" 16d 0 3" 16d ga 4i 9 16d P 3i 9 Ibd 96 3i 9 I6d ee 3" 9 TO FLOOR CLIP, BLOCK'l L550 L550 L690 L590 L590 LS90 L590 TO PLATE A 22" is 14" f6" 6161, A 12" 10 12" 0811 5/811.0 J- 5/8,10 5/8" 5/8110 5/8110 -5/8,10 5/8" 0 ANCHOR. BOLT 48". oz. 18" oz. 14" o.C. 12" oz. 28". oz.. .24". oz. 'IS" oz. SPACING 8 1/2" 0 1/2" 0 1/2" 0 1/2" 0 1/2" 0 1/2" 0 1/2" 0 36" o.C. 13" oz. 10" oz. 9" oz. I8" oz. 15" oz. Il" oz. I. OVER DOUGLAS FIR STUDS is 16" O.C., HEM -FIR TOP PLATES ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE A5 SHOWN IN NOTE $4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. NAIL5 SHALL BE 8d HOT DIPPED GALVANIZED OR ad COMMON5 Co. DOUGLAS FIR SILLS REQUIRED, STAGGER ALL SILL NAILS AT WOOD FLOORS 1. SIMPSON MANUFACTURED CLIPS AT 24" O.G. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TRU55 CHORD OR RAFTER PER DETAIL. S. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE WASHER. 9. REQUIRES'2 ROWS 5TAGGEREDI PREDRILLED FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD'IN`SURANCE PROGRAM Expires July 31, 2002 CERTIFICATE ELEVATION Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company. Use:- BUILDI GOWNER'SNAME . .Policy. Number Y�r � r� BUIL.DIN STREET ADDRESS (Incuding L. Unit. Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company:NAIC'Number CITY/ i lJ TA CITY STATEC � ZIP CODE t SIGNATURE PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A P 4 . 09b _ Z.LO _, OJ ` 1 BUILDING USEe.g., R ntlal, No ice tial, Addion, Accessory, etc. Use Comments section d necessary.) rQew.e.Sit LATITUDE/LONGFMDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L—i GPS (Type): #fr _ ##.#;r or ##.#####.) NAD 1927 (_1 NAD 1983 LJ USGS Quad Map L_) Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION CJ I B1. NFIP COMMU ITY NAME 6 COMMUNITY NUMBER 82. COUNTY NAME B3. STATE CA RFVFRCF czinp Fr1R r nNTlNi IAT1r1N RFPs A( FC At I Pgs=vini m Fn mr%LC I B4. MAP AND PANEL B5. SUFFIX 86. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER GATE EFFECTIVEJREVISED DATE ZONES) (Zone AO. -e depth of Hooding) �rxort~a.r>>��i1 c_ Ane1•� �:. ti.trtn . 6 . 15C1YLh A;F- 150100) 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. j_j FIS Profile 1 0 FIRM Lj Community Determined L_j Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: NGVD 1929 �–J NAVD 1988 (_) Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes �_� No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: JXConstruction Drawings' j_IBuilding Under Construction' �_117inished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number $_ (Select the building diagram most similar to the building for which this certificate is being completed -see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations –Innes Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a4 below according.to the building diagram specified in Item C2 State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for.the BFE Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G. as appropriate, to document the datum conversion. Datum KXWO'2-9 Conversio Comments . Elevation reference mark used Y►1 5 Does the elevatip . re erence mark used appear on the FIRM? F4 Yes �_J No ❑ a) Top of bottom floor (including basement or enclosure) I Q fL(m) o ❑ b) Top of next higher floor — ft -(m) '20 Q� f ESS/pry C1 c) Bottom of k west horizontal structural member (V zones only) fL(m) e o O Jq� ❑ d) Attached garage (top of stab) 1 I Q fL(m) E <t��. F <cq, F2 ❑ e) Lowest elevation of machinery and/or equipment servicing the building I5 ( R(m) €W o. 9 2 rn ❑ t) Lowest adjacent grade (LAG) fL(m) e N z ❑ g) Highest adjacent grade (HAG) — fL(m) ,2 ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent rade I ,9 uv IVII� ❑ T in C3h . in. . cm �l � C��Q Total area of all permanent openings (flood vents) sq (sq ) � SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A. B, and C on this certificate represents my best efforts to interpret the data available. I understand that anv false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001., CERTIFIER'S NAME I r T'__ __ _ LICENSE NUMBER 7.;7 -q;j * TITLE C COMPANY NAME "� s ` • _ Wk l ASA ADDRESS' J Lien n G < CITY/ i lJ TA P CODE SIGNATURE DATE TELEPHO '�C 50V4rI" CJ .0C I PPUA FA101 At 1r. qq I CF RFVFRCF czinp Fr1R r nNTlNi IAT1r1N RFPs A( FC At I Pgs=vini m Fn mr%LC y` IMPORTANT: In these spaces, copy the corresponding information from Section A - CITY Y" ADDRESS (Including Apt.. Unit. Suite. and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. , 9 -, V^ • L 1 Irl k.r i ST. For Insurance Company Use: Policy. Number CODE 1, Company NAIC Number SECTION D - SURVEYOR. ENGINEER. OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS 1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E3. If the Elevation Ceriifficate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number ' (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and T. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1-1-1 fL(m) 1..-_1--lin.(cm) L-1 above or �_I below (check one) the highest adjacent grade. E3. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance? 1-1 Yes 1-I No 1-1 Unknown. The local official must certify this information in Section G SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A. B. and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who Is auUarized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1.1-1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2- �-I A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community�ssued BFE) or Zone AO. G3. L. -I The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF C ISSUED G7. This permit, has been issued for 1_1 New Construction 1_._1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ fL(m) Datum: G9. BFE or (In Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNRYNAME TELEPHONE SIGNATURE DATE COMMENTS MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 May 26,'00 Butte Co. Building Dept. #7 County Center Dr. Oroville, Ca. 95965 RE: Truss Calculations for Hoptowit House. Gentlemen: I have examined the truss calculations for Hoptowit House and have found them to be satifactory and consistant with my calculations. Sincerely yours: Michael Caprealian , MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 (530) 521-6886 • 891-6886 STRUCTURAL CALCULATIONS FOR: HOPTOWIT HOUSE MAY 17 2001 MICHAEL ALLEN . CAPREALIAN 22907 elV'll. CA��F REFERENCES: 1. 1997 Uniform Building Code 2. Western Woods Use Book, 2nd. Ed. 3. A.P.A. Const. Guide, PUB E 30E 4. Manual of Steel Construction, 9th Ed. 5. Concrete Masonry Design Manual, 5th Ed. 6. 'Structural. Engineering,Handbook, Gaylord & Gaylord, 2nd. Ed. O/ -/Z-46 YMLD04G DEPARTI" ADPROVED 7/ /// 0/ Pi I- E;- cop y' Dt!'DATE- 12-31-2001 STRUCTURAL CRITERIA: ABBREVIATIONS: Seismic Zone_,� O.T. - Overturning Basic Wind Speed =7 m.p.h. O.T.M. - O.T. Moment S.F. - Safety Factor (Example B, Method ALT. - Alternate Concrete fc - p.s.i. C.F. - Good For N -S - North-South Reinforcing Steel - Grade .l� E -W - East-West Masonry: Grade Solid Grouted yes/no E.W. - Each Way TRIB. - Tributary fm - p s i. Structural Steel: Grade Yield: k.s.i. REFERENCES: 1. 1997 Uniform Building Code 2. Western Woods Use Book, 2nd. Ed. 3. A.P.A. Const. Guide, PUB E 30E 4. Manual of Steel Construction, 9th Ed. 5. Concrete Masonry Design Manual, 5th Ed. 6. 'Structural. Engineering,Handbook, Gaylord & Gaylord, 2nd. Ed. O/ -/Z-46 YMLD04G DEPARTI" ADPROVED 7/ /// 0/ Pi I- E;- cop y' MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St • Chico, CA 95928 (530) 521-6886 • 891-6886 - JOB SHEET NO. OF- MAY 1 7 2001 CALCULATED BY DATE CHECKED BY DATE __..............._.._.... ... .. i.......__... ....... ............... ...... ......... ........ ... .... ASSUMPTIONS ..... .... .......... ..... ._... AND DESIGN ........ ... _. ..._.... .... ... ......_... DATA ........... Type of Structure Poo 6 V-A Pti t Roof Pitch 7.1 I2 t (Z Loads in Oft2. Dead Load Total D.L. Live Load. TOTAL Roof: 54 3 MOLARALLEN 1st F l o o :MO r EALIAN fn 3.0 2, v 7 �� 2nd Floor: . l @� FBF CA1:�F� Balconies/ Decks: [Malls: L�SL = / v /Q L5 �-S - riv . SR Z 5 Other. &3�, E'n P I Wind Zone 7 m . p . h . Max. Ht . 2 Z f t. Ce C% 3 q - /y, j g� s- I=_� Wind Pressure (example B, method 2)=13,0 .s.f. Earthqua e Loading= 2,5-1 Wq= ./IVY [There I=� R Ca= j RW=Weight of building causing force in member Basic Soil Pressure /200 e#lft2 + 12WOft2/ft depth below V beneath original ground or finish grad Passive lateral earth pressure= s.f./ft of depth Active lateral earth pressure = p.s.f:/ft of depth. Equivalent fluid densit = #/ftp (Min. Density = 30 #/ft2) Skin friction= •2 -(but not more than .5 x D. N sg r 3 JOB MICHAEL CAPREALIAN rl CIVIL ENGINEER RCE 22907 SHEET NO. OF 1743 Mulberry St. - �hico, CA 95928 CALCULATED Byl.-01� DATE -MAY 1 7 2nnl-- (530) 521-6886 - 891-6886 CHECKED BY DATE SCALE 4- Z// ........................... .............. .. .. .......... ............ .......... .............i............................ ..... ......... ............ .............. ............ ............. ............. ............. I . ..... . . . . . . . . . . ............ .......... .......... ..... ............... .... . ............. ............. ........... . .................. ............. ............. . .......... . . ................. ................ .. : .8 7 MICHAEL CAPREALIAN ' JOB CIVIL ENGINEER, RCE 22907 SHEET NO. JQ�J/� OF MAY 17 200 1743 Mulberry St. • Chico, CQ 95928 CALCULATED BY,�C, �^ DATE (530) 521-6886 • 891-6886 CHECKED BY DATE MICHAEL CAPREALIAN JOB //0/0 CIVIL ENGINEER, RCE 22907 SHEET NO. OF - J ........ . 1743 Mulberry St. • Chico, CA 95928 Y DATE CALCULATED BAr (530) 521-6886 • 891-6886 CHECKED BY DATE ...................................................<........ ..... ... ...... ...... ...... ..... Y SCALE i .............. .............. .............. ...................................... 0......._•�' ........ 4.. ...........€............... . .................................. ............................. ...... ...... ... ..... ..... ..... ...71.......................................... ............. ...... .:e..._c G ........ .................... ...a.s ..... ...... ..... ...... ...... ...... ..... ...... .............<............:........................5..........+>....e .............. . ...... ..... ....... ...... ..... ..... : : : ........ . : : : : . . : : ..:......:... .............. .............. :.............. ............. ....... ..... ..... .... ....... ..: I,c�e ............. ........................................................s.................... :.(..... .......... .... ..... ...... ......... .... ...... ...... T... . /VJ ..... ...................................................<........ ..... ... ...... ...... ...... ..... Y ...... ..... ..... .... ..... ... ...... � fT� ' ............i ............. ............ ...� ............... .........�....�.�f.. . ......._. ......... ..... .... ... : ; 2 , G........2..._ ... : : : : : . : .....................................:..................................................................................................,............;_.e.............2...................... 5 w OF C` F EARTHQUAKE LOADING AND rho CALCULATION-HOPTOWIT HOL Ground floor area of building 3065 SQ/ FT Tot.Wt.# 1 st. Floor roof area 4040 sq. ft. 11 #/sq. ft. 4 1st. Floor ex. walls 289 lin. ft. 18 #/sq. ft. Ht. ft. = 9 2 1st. Floor int. walls 354 lin. ft. 6.5 #/sq. ft. Ht. ft. = 9 2 First floor panel len. -N.S. Dir. First FI. total= 881 OF CA4�F�Q EV DATE 12-31-2001 P #4 Ca= 0.36 R= 5.5 East wall ri 0 0 %V P#1 P#2 P#3 25 4 4 4 East int. Wall 0 20 -720:5 0.00 %V P#1 P#2 P#3 0.1 4 4 4 West int. wall 0.21 P #4 P #5 %V P#1 P#2 P#3 50 8 8 8 West Wall P #5 Tot. L. ft. rho %V P#1 P#2 P#3 25 4 4 8 Firstfloor panel len. - E.W. Dir. North Wall 24 -0.2 0.17 %V P#1 P#2 P#3 35 4 4 3 North int. wall 0.11 P #4 P #5 %V P#1 P#2 P#3 40 4 8 8 South int. wall %V P#1 P#2 P#3 10 4 2.6 2.6 South Wall %V P#1 P#2 P#3 15 2.8 2.8 2.8 Total bldg. M. 88814 # First FI. total= 881 OF CA4�F�Q EV DATE 12-31-2001 P #4 P #5 Tot. L. ft. rho ri 0 0 12 0.3 0.21 P #4 P #5 Tot. L. ft. rho ri 8 0 20 -720:5 0.00 P #4 P #5 Tot. L. ft. rho ri 0 0 24 0.3 0.21 P #4 P #5 Tot. L. ft. rho ri 0 0 16 -0.3 0.16 P #4 P #5 Tot. L. ft. rho ri 3 4 18 0.1 0.19 P #4 P #5 Tot. L. ft. rho ri 4 0 24 -0.2 0.17 P #4 P #5 Tot. L. ft. rho ri 0 0 9.2 -1.3 0.11 P #4 P #5 Tot. L. ft. rho ri 0 0 8.4 -0.0 0.18 Des. rho=1.0 Story Shea - 10381 # Sheet 7 of --il... - tMlm cr. 22907 41 `°� CNn Q OF cxv*� D'ATE: 12-31-261 MICHAEL CAPREALIAN :s CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 f 2 JOB SHEET NO. OF CALCULATED BXA DATE MAY 17 2001 CHECKED BY DATE SCALE f 2 SHEAR WALL PROGRAM FOR: HOPTOWIT. HOUSE S.W. # Ht. ft. Panel Papel Panel #3 Panel Panel #5 D.L. #/ft. 1 9 �� 3.5 28 3.5 ' `0~ 0 360 2 $ Total Wall length 2 16,0 Feet 44, 3 3' V a.0V 1 V4 v-#tft. T-pan.#1 T-pan.#2 T-pan.#3 T-pan.#4 T-pan#5 1038 64.88 221.71 221.71 -66.91 283.50 0.00 For shear ply. use 3/Q`(&,D/Ywith,8 d's @6 "o.c. & /L" in field. Good for: - #/ft. For hold-downs use Simp. HD2*withs A.B. w/ threaded rod and rod nut through floor if applicable For shear transfer where seams are not centered on member: Use Simp. A35's or A35fs @ 9183.2 inches on center, max. Anchor bolt spacing: 145.8 inches on center, max. Wood floors may have wider spacing. ? 41 �F. MtJWA ALLEN tit. t CA. EA.LIAN f n" 7. OF cw*�Q, . EXP DATE 12-31-2001 -�-#7- 14) MICHAEL CAPREALIAN JOB-4°p` CIVIL ENGINEER, RCE 22907 SHEET NO. OF ti 1743 Mulberry St. • Chico, CA 95928 CALCULATED BY DATE MAY ,1 7 �oo� (530) 521-6886 • 891-6886 CHECKED BY DATE ���,��,: i r--