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072-250-044
NOTES .f RESIDENTIAL `072-250-044 ;I 03 1144 'p PERMIT NO�SHR'YNE, BILL- . ��• "3OLD POST DR` OROVILLE " Cont: BERGER CONST,', ` �',r+`' '•°"i'c'`" NEW SINGLE FAMILY e f i f r SPECIAL CONDITIONS CHECKED BY SRA �r FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS OFFICE COPY r r. Address i �' • �, , •- GAS Meter By ELE GAS Meter By Date t ELECTRI Meter By p�e lr! JOB FINALED (Date) '� a� I Signature �Tl J=OK' ' 0 = Not OK . = NotReadyable 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;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 8. Gas and Electricity Tagged 9. Exits, 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 7. Well Clearance 6 Disconnect 2. 8. Utility Clearance Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Date 7. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged . 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas' MH Test -Demand -Valve _ 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits, 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures- Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 30 Slab, Steel -Wrapped 8. Pi s -Fire lace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. OF Gas Pipe; Size Anchors -Yard Gas Piping; Size TeLst 1 ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 1 irders-Sills-Anchor Bolts-Joists-Vents-Crippies 1 Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 1 ater Htr.; Vent -Access -Combustion Air Baffle 1 ater Pipe; Test & Anchor -Nail Protection 4015.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled o ex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33.,Kuip. Clearances Panels-Motors-Mech. Equip. hes Closet Light -Shower Light -Spa Light Z Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support ent Fan, Exhaust above insulation ondensate Drain & Overflow, ize & Grade 39. Furnace -Vent Access- o. Ait-Return Air Vent 115 Outlet 40. Attic Accessa t 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 ills Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound 4 Baring Walls over Girders & Floor Nailing 4 . raft Stop in Walls (rat proof) S ire ops, Furred Ceilings -Stairs -Chasers -Tubs 46 eaders & Beams -Size & Bearing .4Be1Clina�d6ist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shtina.-Rtna. iFe placee Ties or Type A Flue -Fireplace Throat Clearance �` is Access; Size & Romex Protection -Draft Stop -Ins. Baffles Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing -RC Channel roperty Line Firewall & Openings 5 t. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stair • Width -Headroom -Rise -Run -Landing -Fire Protection o 'on Roof Overhang -Attic Vents -Rafter Outriggers g -Nail ing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. 9JPz6g Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels Insulation -Wal Is-Cei Date 3 4 Card B-1 /' Date Card -1 Datelf Card B- Date Card B-1 Date FINAL ns OK except #'s 6 xt.ps Door &Sidelight Protection -Landings OfS5oke Detector urnace Vents -clearance -Comb, Air -Connector - In arage; Above Floor-Ducts-Mech. Protection mom Exiting Bath Fixtures & Tub Access-SDa e Trim & Subpanel, Breaker Sizes & Labels P-IS-taks & Rails icd or Stove, Clearance -Hearth 7 Iec..ODtlets at Wood Panel, Int. & Ext. Clearance Z4!El�utlets & Receptacles at Kit. Counter -4&'GgAge Fire Door; Swing -Landing -Closure A.C.Jhfct in Garaqe-Damper U,,-Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in G ge; Above Floor-Mech. Protection .-Elec. & Mech. Equip. Listed for Location lec Receptacles in Garage (F.F.I.)-Romex Protection 8 nsul =Foam -Looked in Attic uar .Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes Following Instld./Drive O Yes O No/Walks O Yes O No/Planters ❑ Yes O No Brown -Finish OW—A—C. UDWDisconnect, Electrical -Plumbing &5,-'nts ove Roof, Plbg-Appliance-Fireplace-Clearance to Openings 7 a ell, Disconnect, Electrical, Plumbing &S-bec. Trim, G.F.I. Receptacle -Underground Throughout House j1<Co�ns from Previous Inspections was T - eters Tagged, Gas -Electric 3 at Sewer Connected -C/O to Grade -HD Approval ner ompliance Certificate -Other Certificates ddress Posted �J6. re Sprinkler Date !rd B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE _ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 .Y 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 y 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, ' Mme. 1.1— e INSULATION CERTIFICATE Job Number: 3429 Berger Construction Contractor/Owner Name Butte County 1. ROOF Material: Thickness (inches): 2. CEILING 31 Old Post Rd. Oroville. CA Job Address (street, city, state) . Subdivision Name Lot Number Brand Name: Thermal Resistance (R -Value): Batt or Blanket Type: Fiberglass Brand Name: Johns ManvilielKnauf Thickness (inches): Thermal Resistance (R -Value): Loose Fill Type: Fiberglass Brand Name:. Johns Manville/Knauf Minimum Installed Weight/ft lb Minimum Thickness: inches Installed weight per square foot to achieve Thermal Resistance (R -Value) of: 3. EXTERIOR WALL Frame Type: A. Cavity Insulation Material: Fiberglass Brand Name: Johns Manville/Knauf Thickness (inches): Thermal Resistance (R -Value): B. Exterior Foam Sheathing Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): 4. RAISED FLOOR ' Material: Fiberglass Brand Name: JohnsManville/Knauf Thickness (inches): 6.25 Thermal Resistance (R -Value): 19 5. SLAB FLOOR/PERIMETER Material: Thickness (inches): Perimeter Insulation Depth: 6. FOUNDATION WALL Material: Thickness (inches): Brand Name: Thermal Resistance (R -Value): Brand Name: Thermal Resistance (R -Value): DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Enerciency Standards for residential buildings (Title 24, Part 6, California Code of g ations) 7cated t Certificate of Compliance, where applicable. 4 / 63 Chico Insulation and Fireplaces Item Number's ignature and Da Installing Subcontractor (Co Name) or General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 n /1440. 1E I . (Rev.12/96) APPLICAtION AND PERMIT (/ ASSESSOR PARCEL NUMBER 072-250-044 ZONING BUILDING PERMIT OWNER SHRYNE BILL & DORIS TELEPHONE 89-4809 SO. FT. OCC. BUILDING VALUATION . OWNER'S MAIUNG ADDRESS 38 OLD POST DR OROVILLE CA 95966 2405 R 129 870 1135 U 20,430 CONTRACTOR'S NAMETELEPHONE CONSTRUCTION BERCONTRACTORS 8 205 508 C 6,604 357.5 0 2,502.50 MAILING ADDRESS PO BOX 5304 ORCVILLE 95966 o CONSTRUCTION LENDER 2)1 LENDER'S MAILING ADDRESS Fireplace A 1,500.00 Total Valuation $ 160,9 6.50 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 853.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 31 OLD POST DR O Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1.450.45 LAT NO. 4 1 S UBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE 10.69 AC SF ❑ Duplex IX Mobilehome ❑ Other SPECIFY Each Trap 121 7.00 84.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 1 5 -no TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF WAIT GARAGE Gas piping stem t - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI WT-' @20.00 PERMIT FEE $ 164.00 ELECTRICAL PERMIT Fling Fee 20.00 800VOR LE Main Service zo.A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is infu ce and effect. ?�� / /_ License Class Lic. No. J ;(�J OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason To ,000A 46.00 Main Service TO NEW CONST. DWEOC CUP. S OR ADDNS. ( 8 ACC. BLDS. 3.50Fr 23.90 NOµgoSID. MULTI.OUTLET @7,50 POWER APPARATUS a SINGLE ourLET CIR. Ex. OccUp. oLmer OR FocruREs 20 Q 1. 00 BAL @ .SO50 Ex. Occu . DFlxurrs A oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 166.90 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. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 1 20.00 Heating 1 120.00 Cooling 29-00 Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �i I certify that in the performance of the work for which this permit is issued, I shall / not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensationrovisions of section 3700 of the Labor Code, I shall forthwith comply with se provisions. �� Date G X �J� I ure of Applicant- wner - Contractor ❑ Agent n OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. JJ Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINII-VIIISPECTOR GOLDENROD -APPLICANT Mobile Home Installation Fee $ Energy Inspection Fee Is Occ CONST. TYPE TQTA FEE $ 1913.85 H D. FEES IMP F7AOD CDP PARCEL V/ PD Iss This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above f r wh' fees have been paid. y Qate PERMIT EXPIRES ON g tl L* Dete 00 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number D%% *urisdiction: City County Property Owner Ski V Property Location/Address 1s) Subdivision 1 / g Lot No.y( .................................................................................................................. 05, r Residential Development Sq. Footage 2 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): €................................................................................................................... Commercial/Industrial New Addition Building De artment Representative Sq. Footage (Including Exterior Roofed Areas) xzl� Date (rioor rians rewewea oy scnooi uistnct versonneU District Identification No. (p �- 3 %r Oa ke— 1c ( e na School District certifies that S h h e. `V (Applicant) (Street Address) (Phone Number) i (City) (State) (Zip Code) has complied with the requirements of Resolution No. 0 t _ a �„ (� by payment of $ 5 , i `E b .1 O representing o14 J 5 square feet. AB 2926 $ FULL MITIGATION $ School District Paid by Check # Remarks: "1 �L . s O . y 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 660201a), 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 ICEQA), 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) feeform.x(s (10/98)dmm s� Z � T0: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE GAILY Plot Plan Attached Floor Plan,41-z d Sent to ®.O.g'�ff 311-c ct !)Q eY6 s1-l12� O&A Poy i RA Dia a 3'O —O elcl Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well ✓ Clearance for b/ dwelling. Other Hold final for: Final clearance O.K. for: NOTE: n -2,F- n lk Environmental Hea 8/96 d COUNTY OF BUTTE-DEPARTIIMENTPOF DEVELOPMENT SERVICES -BUILDING DIVISION ' U,*' r.E,- ry 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET c - OWNER: i� ASSESSOR PARCEL NUMBERS Proposed Building Use: Q Counter Technician: Date: r/1 Ak2 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. L. Plot plans, 3 or 4 sets, signed.4y the preparer of the plans. Cil 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans"' f3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! �' S. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured,homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundati6h-plans;;-all in duplicate. ' ❑ 7. Metal'buildings: '(A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views -in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be - indexed and returned to the plan review line-up when required items are received. I Date Received _ By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings....................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardnuc Matsrial Fnrm 3. Other, ......................................... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 47�ees as shown on the attached Schedule of Fees Due Sheet.......................................� Statement of Intent for Non -heated and A/C Buildings ............. ,.. I, 16. Sanitation and plot plan approval from the Environmental Health Departme t in'( -.,r U1) I 03 ❑ 17, City of Chico Plumbing permit ........................... i)? 8 California Department of Forestry plan approval aid. Sent by .........`.......... S12'1/a3 ❑ 19. Planning approval for (A) Use: �� (B)Parking: (C) Parce Check: y-2ti—C'j ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. �WJT21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for - • required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25*28* Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: RA When issued Telephone — and hold for pickup. I have been informed of the above it s and requirements for obtaining a building permit. Applicant: op Date: 1. Index permit application for the above items numbered: ,' -t r 2. Additional items required 111/1 1� Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Contractor, designer, own was was advised of the abo a data by ❑phone, ❑mail, ❑counter, by Plans reviewed by: `/04in Date: Plans approved by: Structural reviewed by: 1 ��, Date: O Structural approved by: Note transfer by: ��} ,.. / Date: Z Yello . Buil ine Division mow. Plan Check Letter Date: Date: Date: Date: r COUNTY OF BUTTE DEPARTMENT OF DEV91,OPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVELLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. #IE) PROP SED BUILDING USE e- DATE � 0 RECEIPT # DATE . . BUILDING PERMIT FEESQS(0-40 �Balance Due ....................... $ V (j ;5 Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ V6 SCHOOL DISTRICT FEES - l (paid at District Office) (Available after Plan Chec f L( 0 U 3. SHERIFF FEES (paid at Building Division) ' j % 3 % �f Residential ...................... $�3� = $3"'//n 61V 0 ' Units Commercial (sq. fr.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. S IRE INSPECTION AND PLAN CHECK/ $89 .0 (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 ess. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) /t1TT\ �0 .�::::r:-0 RESIDENTIAL PLAN REVIEW GUIDE ~- �- •:•-o SINGLE FAMILY, DUPLEXAND K0 \�A . _ _ .•e`� MISCFI f A NFOUS ONZY O--vner.. `> In/(-, Building Permit Number: G -J— L4 C% Plans Examiner: A- P. Number: 012— 750 — ON CQ GErER_A,L: I. Zoning requirements — (number of permitted living units). 2. Plans signed be the designer. 3. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of -violation. 6. Building permit valuation. PLOT PL?2N: 1. Complete parcel size and dimensions. 2 Setbacks, side yard. easements, etc. 3. Other buildings or structures. 4. Grading, fiUs andior drainage. - - — — 3-7 Flood -hazard --- 6 Special conditions on Parcel Map: Noise C j SR.a ❑ Fire Sprinklers ❑ Water Tender 0 Traffic and Drainage fees ❑ Federal aid Route and/or Federal Aid Secondary Route setback requirement S. Building or utilises across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear operable arca of 5.7 square feet The mbdim m set clear openable height dimension shall be 24". The minimum net clear operable width dimension shall W201. When «indou s are prodded as a means of escape or rescue, they shall have a finished sill height not mote than 44" above the flcor (Uniform Building Code section 310.4). 4 Skylights (Uniform Building Code section 2409 dt 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens halls. bathrooms and toilet compartments may have a ailing height of not Ins than 7 feet measured to the lowest eroiection from the ailing (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an arra of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). S GFCI in baths. garage, kitchen. wet bar, and exterior receptacles (NEC 210). 9 Water heaters %% hick depend on the combustion of fuel shall not be installed in a room used or designed to be used For sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening hioo abash or bedroom (uniform Plumbing Code section 509.0). 10 Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code spa 30ll.5). 11 Garage fi cwall separation - required on garage side including supporting walls and posts (Uniibtml erg Code section 302.4 exception 03). 12 Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.0. 13 Wood stove location - Alcove — Ulv1C section 205 confined space dt 223 unconfined space & 304.2). 14 Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shover compartment minimum 1024 sq. in & 30" circle (Utriform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1 Beed wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced,%211 panels mast be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1.) Braced Rall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comp$• with the Uniform Building Code. This must include the designees "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. S. FMIace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(sj. 11. Typical header size(s). 12. Stud heights. 13. High exTansive soil - special foundation design required. 14. Retaining walls requiring design 15. Gypsum wallboard nailing inspection required. 16. If the arra below the lowest floor is fully enclosed, than a minimum of two openings are required with a total act area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternati-s•ely. kation may be pro»ded by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatatior>, collapse or lateral movement Construction design requirements must be shown on the building plans. 17. Electric, heating. ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. DIISCELLATEOUS ITEMS: 1. Staimay details - landings, rise and rum head clearance, handrails (Uniform Building Code section 1003). 2-- Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster- weep screeds (Uniform Building Code section 2506.5). - 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2. 15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 10643.3.2)- S. Two e)jts on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required 4. ❑ Special Inspection requirements. S. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. P2ce -- of Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538.7785 Facsimile TO: LP2A FROM: Michael Vieira (530) 538-7159 mvieira((-buttecounty.net SUBJECT: Plans Transmittal,For.Review Per Contract DATE: 7/10/2003 Applicant: Shr ne, Bill & Doris Project Type: NSF 100% Plan Check Fees $ 554.45 Energy Calc Fees $ 23.00 $ 577.45 Permit No: 03-1144 APN: 072-250-044 70% $ 388.12 $ 16.10 $ 404.22 LP2A Fee, $ 404.22 Copies Attached: Qty Chk . Application Site Plan Review y FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential ,Plan Review Guide Residential Construction Requirements Other Other July 30,2003 . Bill Sheyne 3&Old Post Rd Orovilie, CA 95966 Fax: (530) .589 -4883 - Alternate Fax: (530) 343-9750 Re: Plan Review: Shryne SFD Dear Mr. Veria: County of Butte- FIRST CHECK Jurisdiction Appl. No�7_03=1144 LP2A Job No. 20301'5=006 Linhart Petersen Powers Associates (LP2A) has completed an initial review 'of the following documents: 1. Plans: One- (1-)- copy plan sheets'1 through 8 title sheet dated February 2003 by Berger Construction. 2. Structural Calculations. Not Provided 3. Title 24 Energy Compliance Documentation: One (1) copy dated March 24,'2003 by Alvis Heating, and. Air 4. Truss Calculations: __0 ne-(1) copy dated. March 2 7, 2 00.3.- O-ne ( 1) copy dated. April 22; 2003 by Longfellow Lumber Co., Inc. One (1) copy Truss letter dated April 21, 2003 by. Jim Pursell, P,E:. Note:.Floodplain. Mitigation Measures and/or cornments will be reviewed by Butte County These documents were reviewed. only for their conformance to the ,2001 California Building, Plumbing, Mechanical,. and Electrical. Codes. - Our comments follow on the attached list. Please., submit -an itemized -response letterand two (2)- sets -of complete -and -revised documents, with all revisions clouded. Sincerely, AR7 P: RSEN-POWERS ASSOCIATES Ko t rson, S. E. Structural Engineer is1pendingplanreviewlbutte1203015-006.doc enclosures ,f,,Mr.- Michael Vieira, County of Butte, Fax: (530) 538-2140 -LINHART PETERSEN POWERS ASSOCIATES ' 7b10 Auburn Bouievard - Citru.s.Heights,_CA.95.61.0 (99).6.) 725-3200 - F,A.X (9).0) 725-8242 Toll Free (877) 235-0653 Shryne SFD July 30, 2003 Re: Occupancy Group(s): R3/U1 Type -of Construction: VNO Stories: 1 Building- Area -(sq. ft;): 2405 A: The- following plan- review documents- are based Regulations. For your convenience, the following California -Building Code unless -otherwise -noted-. County of Butte - First Check LP2A.Job No.., 2030015-00.6 Page 2 on the County of- Butte Building` comments are referred to the 2001 B. Please respond in writing to each comment by marking the attached comment list or creating -a-response letter. Indicate Which -detail, specification or calculation shows the requested information. Your complete and clear responses will expedite the re-checkand hopefully, approval of -this -project. Thank -you -for your -assistance:, . C. For clarity, specify on cover sheet -that the -2001 CBC, CMC, CPC, CEC, as amended by State of. California and local jurisdiction are applicable to this project. D. Please be sure to include on the resubmittal the architect's/engineer's "wet" stamp, signatures registration- number- and- expiration date on all sheets of plans [all sheets ofl plans depicting structural designed elements] and cover sheets of specifications and calculations. UBC 106.3.2- E. Provide a complete plot plan showing the following types of information: (1) front, rear, and side -yard setbacks. and lot dimensions; -(2) -distances between buildings; (3) house number., location which is visible to the adjacent public street; (4) locations of any existing buildings on- the -site and setbacks to -proposed -construction; (S)--north-arrow; (6) -location of private , sewage disposal system; (7) site grading and drainage to an approved drainage system; UBC 106.3:3 F. (VOTE: The following code comments reflect a review of building plans only. If site -related comments- are- applicable to- this project, they will be generated by others (e.g, City'. Engineering, Public Works, Health, etc.). ARCHITECTURAL COMMENTS: 1. For clarity; revise the cover s-heets-t o the- 2001 California- Building Code (based on 199T., UBC), 2001 California Mechanical Code (based on 2000 UMC), 2001 California Plumbing Code -(based on 2000 UPC); the -2001 California-Etectricat-Code (based on 1999 NEC) and 200.1 Califomia Energy Standards -are applicable to this project. 2. Show/specify c ompliance w ith C BC 1003.3.3.6 a nd 5 09 h andrails a nd g uardrails at deck stairs; & landings. -Specify - the -construction; dirriensioris and materials used for the handrails and guardrails on plans. 3. - Provide safety glazing for all glazing- located in -hazardous locations a s p er C BC s ection 2406. Shryne SFD County of Butte - First Check July 30, 2003 LP2A Job No.; 2030015-006 Page 3,, 4. On plans please show the minimum hearth requirements for the fireplace per manufacturers specifications or per CBC ch. 31. Also specify the -type; make and manufacturer --of fireplace -- on plans. Zero clearance or'masonry? MECHANICAL. -PLUMBING -AND -ELECTRICAL -COMMENTS` 5. The bathroom receptacles shall be supplied by a separate 20 amp circuit and shall not have exhaust fan, lighting.or other outlets on it as per CEC article -210-52 (d). 6. Amend plans to -specify shower and -tub -shower- combinations -shall be -provided -with- - individual control valves of the pressure balance or the thermostatic mixing valve type as per CPC section 420:0. 7. Receptacle outlets installed in dwelling unit bedrooms shall be protected by an arc -fault circuit -interrupter as -per CEC Article 210-1-2(b). 8. Provide --at least -one GFVprotected receptacle -adjacent to each basin -in the -powder -room, bathroom as per CEC Article 210-52(d). ' 9; Provide two small appliance. circuits -for the kitchen; dinning -room; -and -breakfast nook -as - per CEC article 210-52 (b). Note.- The required small appliance circuits shall not supply disposal; dishwasher; or other, large.appliances-as-per-CEC.article 2.1-0-52 (b): 10. Equipment-coveredby-this_ code -that is -located in a-9arage- and - that- gener-ate-a glow,- spark., or flame capable of igniting flammable vapors shall be installed with sources of ignition at least -18 inches -above the -floor -level -.-CIVIC, Section -303:4.3. (I.e: water heater -in --the-, garage.) 11. Water heaters shall be- anchored- or- strapped- to. -resist- h cirizontat-displacement-due -to, earthquake motion. Strapping shall be at points within the Upper one-third and lower one- third of its -vertical -dimensions: At the -lower Point,- a- minimum -distance -of 4 -inches . (101.6 mm) s ah Fye main amine-- "above -he controls -wilt fhe strapping-7CPC, Section 510.5: 12. Fuel burning equipment shall not be installed in a room used as a bedroom as per CMC Section 904. See master bedroom LP fired- stove. See-e-xceptiort&-in-904,5-for-other, alternatives. T-24 ENERG-Y-CQMPLIANCE_CaMMEN-TS- 13; Provide compliance with CEC 150(k) at the bathrooms- for -general lighting: Specify --which, lighting fixtures will have a rating of 40 lumen/watt or greater (fluorescent lighting is acceptable): 14. Provide the owners or designers signature on the CF -1 R. STRUCTURAL COMMENTS: 0 Shryne SFD County of Butte - First Check July 30, 2003 LP2A Job No.: 2030015-006 Page.4 15. Provide the floor and roof sheathing nailing and spacing requirements on the plans. 16. Provide ledger connection detail for the exterior deck- exits- CBC section 2320:13 -prohibits - the use of toenails. 17. Provide clarification from the -engineer if the -electric panel -penetrates -a-shear-wall, If -so will -it_• compromise the integrity of the shearwall? Indicate blocking and strapping requirements. 18. Provide a top late (diaphragm chord) splice detail. 19. Provide missing page#9 of the -engineer's -calculations, i.e. lateral analysis -for shearwall-line, B. 20. Provide specific details to clarify the installation of all holdowns on a raised floor application. Clarify the location of the holdown whether on the mudsill or on the shearwall bottom plate, any all -thread requirements, Please clarify. 21. The floor girder footings- are undersized, provide- larger footings-, increase--pier-spacing- or, calculations from the engineer. 22. Provide clarification from the engineer for the -assumed soil -bearing pressure -of -.1-500 psf, The maximum allowed as per CBC Table 18-1-A is 1000 psf. Revise calculations or provide a Geo -Technical report -as -per CBC section 1 -804: - If you have any questions regarding the above comments, please contact Roger Peterson at (916) 725-4200 between 8.-00 AM; to -5,00 -P.M., %F-. [END] V` AP NO.: 072-250-044 DATES: 04/22/03 1 1 �0���,� rffutte OWNER: Bill Sh ne Phone: 530 589-4809 ^VJ v/ � oOUTtt o Department of Development Services Doris IShryne Phone: 38 Old Post Drive Phone: MAIL ADDRESS: Building Division 7 County Center Drive Oroville CA 95966- Email: Berger Construction I Phone: 530 5894205 O Oroville, CA 96965 P.O. Box 5304 Phone: CONTRACTOR (530) 538-7541 Oroville CA 95966- Email: ARCHITECT OR Phone: 11.1c ENGINEER No.: PERMIT NUMBER: 03-1129 Email: SITE ADDRESS: Old Post Drive Phone: APPLICATION AND PERMIT Oroville CA 96966- Email: ZONING FR -10 LOT 4 BLK I MAP I BK/PG PM 111.90 SRA Yes ACRES 10.69 SNOW LOAD I I OTHER: USE o F Dplx ❑ MH ❑ Other: TYPE OF WORK New o Addn ❑ Rmdl ❑ Utits ❑ llnstln� ❑ Other DESCRIPTION New SF with attached garage i LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penality 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 License No. OWNER -BUILDER DECLARATION I hereby affirm under penality of perjury that I am exempt from the Contractor's State License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason: Reason: WORKERS' COMPENSATION DECLARATION I hereby affirm under penaty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: This section need not be completed if the permit is for one hundred dollars $100 or less). ❑ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the worker's compensation provisions of Section 3700 of the Labor Code I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY ❑ 1 hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued. Lender's Name: Lender's Address: I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Signature of Applicant Date ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. .1 permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. PERMIT EXPIRES ON: Date Date Page 1 of 2 a) N r M O AP NO.: 072-250-044 1 DATES: 04/22/03 OWNER: Sflryrle - Phone: (530) 589-0809 sRE Old Post Drive Oroville ADDRESS: CA VALUATION CODE SOFT $/SO FT VALUATION ELECTRICAL PERMIT R 2405 $54.00 $ 129 870.00 Filing IIS 20.00 1 $ 20.00 U 1135 $18.00 $ 20,430.00 Main Service COV 508 $13.00 $ 6.604.001 600V or Iessl200A or less 1 S 23.00 $ 23.00 O 357.51 $7.00 $ 2,502.50 200+A to 1000A $ 46.00 f $ New Construction or Additions Roofing x 0 5 .fl 0 $ 60.00 f Dwelling Occupied & Accessory Bldgs I 3540 $ 0.035 f 123.90 Fireplace A/0 1 1 M 1 1 $ 1,500.00. New Construction Non -Residential TOTAL VALUATION $ 160,906.50 Multi -Outlet Branch Circuits $ 7.50 $ PERMIT FEES CITY FEES Power Apparatus & Single Outlet Circuits $ Filing 1 $ 20.00 $ 20.00 Existing Occupied Permit Fee 1 f 853.00 Outlet or Fixtures 1-20 $ 1.00 S Permit Fees Mobile Homes 112 Fee f Outlet or Fixtures 20+ $ 0.50 $ Plan Check @ 65% Permit Fee $ 554.45 Fixed Appliances or Outlets (Res) ea. $ 5.00 f Plan Check Minimum/Mobile Home State Approved Plan $ 23.00 $ Temporary Service $ 23.00 $ Revised Plan Check S 46.00 $ Moble Home Facilities $ 20.00 $ Energy Plan Check Commercial: 4000+: 0 ® S Miscellaneous Wiring$ 23.00 $ Residential: 1 I To Master. 1 S 23.00 Pre -Inspection $ 23.00 $ Energy Inspection Fee 1 $ 46.00 $ 46.00 Pool Electric $ 30.00 S Mobile Home Installation Inspection $ 100.00 $ $ f $ S $ TOTAL PERMIT FEES $ 1,496.45 TOTAL ELECTRICAL PERMIT FEES $ 166.90 PLUMBING PERMIT MECHANICAL PERMIT Filing 1 $ 20.00 $ 20.00 Filina 1 $ 20.00 S 20.00 Each Trap 12 $ 7.00 $ 84.00 Heating [Up to and including 100,000 BTU $ 15.00 $ - Solar or heat pump water heater $ 23.00 f Greater than 100,000 BTU 1 $ 20.00 $ 20.00 Water piping 1 $ 15.00 $ 15.00 Cooling Up to 3 HP and 100,000 BTU $ 15.00 S Each gas water heater or vent 1 S 15.00 $ 15.00 3+ to 15 HP and Over 100,000 BTU 1 $ 25.00 $ 25.00 Gas piping system 1.5 Outlets 1 1 5+ Outlets 1 1 $15/$3 $ 15.00 Eva oralive Cooler $ 15.00 $ Building Sewer 1 $ 15.00 E 15.00 Extend Ducts in Additions $ 15.00 $ Mobile Home Utilities Sewer: I I Water: I Gas: 0 $ 20.00 $ Hoods 1 $ 6.50 $ 6.50 $ Ventilation $ 4.50 S S Gas Fireplace $ 15.00 f TOTAL PLUMBING PERMIT FEES $ 164.00 Gas Stove 1 f 15.00 $ 15.00 IMPACT FEES SHERIFF MECHANICAL PERMIT FEES $ TOTAL BUILDING PERMIT FEES $ 86.50 1,913.85 Residential Per SF Living Unit $ 360.00 $ TOTAL OF ALL FEES $ 2,002.85 Multiple Per Living Unit 1 $ 252.00 $ MINIMUM PAYMENT OF FEES Commercial Per Sq. Fl. $ 0.03 1 f Filing Fees $ 80.00 STATE RESPONSIBILITY AREA SRA Per Stn.ict.rej 11 S 89.00 1 S 89.00 Plan Check Fees $ 577.45 DRAINAGE SRA FEES f 89.00 Thermalito Residential Per Living Unit $ 510.00 f Other Fees: Commercial Per Ordinance 3304 1 S - MINIMUM PAYMENT OF FEES $ 746.45 STREET IMPROVEMENTS Chico Urban AreaService Residential Per Each Single Living Unit Per Each MIl le Living Unit Structures Per Sq. FI. Commercial Medical Structures Per Sq. FI. Industrial Structures Per Sq. FI. $ $ $ $ $ 1,982.00 1,370.00 10.19 2.22 1.02 f S - $ S $ PAVMENTINFORMATION _t*'''�.:rf."nsw `F.4`��"'-' Dale: Staff: Recei t # 376204 Cash Check # Check $: 746.45 FEES PAID 746.45 BALANCE OWEDI $ 1,256.40 Residential Per Each Single Livinq Unit $ 595.00 $ Date: Staff: I I Receipt # I I Cash Per Each Mltple Living Unit $ 355.00 E Check#j Check $: Thermalito Urban Area Commercial Per Acre Developed $ 23,849.59 $ FEES PAID 0.00 Office Per Acre $ 11,924.30 $ BALANCE OWED $ ' Industrial Light Per Acre $ 5,962.40 $ Date: Staf: I Receipt # I Cash Heavy Per Acre $ 1,192.48 f Check # Check $: WATER TENDER Per Parcel S 200.00 1 $ FEES PAIDI 0.00 RECREATION DISTRICTS -Proof of Payment Only BALANCE OWED 1 $ ' Chico Area Residential Per LMnq Unit $ 1,189.00 ❑ Date: Staff: I Receipt # I Cash Durham Residential Per Sq. Ft. S 1.04 ❑ 1 Check#j Check S: ❑ FEES PAID 0.00 NORTH CHICO SPECIFIC PLAN BALANCE OWEDI $ 1,256.40 Residential Per Dwelling it SR -11:R-3: SR-1/PD: 0 $ 3,315.00 $ Occupancy: Construction: ISSUED R2: R3: 0 Is Industria0 Industrial SF Commerical SF Office SF 1S.h.ol HAZ FEES IMP FLD CDF PRC PD :.D Commercial 1 $ SCHOOL DISTRICTS - Proof of Payment Onl ❑ ❑ O O O ❑ Marysville Joint Unified - 064 TOTAL IMPACT FEES Collected by Development Services $ ❑Note: 89.00 SITE PLAN REVIEW APPLICATION Date: L4 — 22— !��2D AP# 0-) 2 — 2-50 — d 9`1 Permit Number (if applicable) j 19 APPLICANT INFORMATION Parcel Size: - _&9 A Owners Name: S 1-4 (ZXrJ $_;-7 I t_'l_ 2S -V j S Owners Address Telephone No.: Situs Address: 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: ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well Brief Explanation (if necessary): G�jJ t>rri oN P (, tiB,J ACs2& K 1^n is Jy n ATT A 2a -a e b DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved IN Conditionally Approved ❑ Resolve Problems Prior to Approval in Site Plan Stamped Approved By Date Page 1 of 5 • ! ie 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 a c ed) • Flood Zone: • Flood Panel No.: O8 zs C— Index Date: 4.1-8-98 ❑ 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: F fZ — 1 Q 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 ) p ? Side Street Rear p 3Q> 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: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ 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: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:[—] No ❑ Yes Comments: ❑ 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 PM Subdivision Map/Parcel Man: Map Date of Recording: r;3�`Z{�88 — Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: I �� Page: ' Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ 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. 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. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ 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. ❑ Property owners responsible for road maintenance, and stop sign maintenance. EJ Page 4 of 5 ' ❑ ❑■ x 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 z a.... AGREEMENT THIS AGREEMENT made this 14th day of February , 19 89 by and between "First Party", as identified in item (a) of Exhibit 1 of is Agreement, and the COUNTY OF BUTTE, a political subdivision of the Sate of California, herein called "Second Party". W I T N E S S E T H WHEAEAS, first Party is the owner of real property, herein called the "Property", situated in the County of Butte, which Property is described in Item (f) Lf Exhibit I of this Agreement; and WY.r.REAS, the Property is now zoned as specified in Item (b) of Exhibit 1; and WHEREAS, First Party has applied for a reclassification of zoning of the Property pursuant to which application the Property is being reclassified from its present classification to the classification or cla_sifications specified in item (c) of Exhibit 1; and WIREREAS, _public hearings have been held upon said application before the Board of Supe•-�-isors of the County of Butte, State of California, and cFter ha.•:ng considered the matter presented, it has beer, determined that certain conditions to the zoning reclassification of said real property must be imposed so as not :o create any problems in to the health, safety and the general welflre of the County of Butte NOW, TH—EREFORE, IT IS MUTUALLY UNDERSTOOD AND AGREED that ?Zasmuch as the reclassification specified in Item (c) of Exhibit 1 is �eiag granted, the said reclassification shall be subject to the conditions specified in the following paragraphs: i 1. That Exhibit 1, as completed and attached hereto, is incorporated into and made a part of this Agreement with the same force and effect as if fully set forth herein. 2. That First Party shall construct and comply with all the following conditions: 2a. Morgan_ and Ranft parcels to be developed with a common access road. 2b. Limit all cut and fill to 2 ft. 2c. Reseed all road cuts. 2d. Construct drainage ditiches along all driveways. 2e. Install rioraD or naadwalls at all points of concentration. , es over 30� as no -development areas. 2f. Designate slop 2g. Maintain native vegetaiton outside of designated -e-tesite areas. 2h. Limit earthwork to nonrainy season. 21. Note earthquake hazard on any subsequent parcel map. 21. Designate 100 foot no -development areas from all swales riparian vegetation. 2k. Dwellings to be constructed of nonflammable siding and 21. A11 driveways to be constructed a minimum of 12 ft. wide ;he RS -8 -LD -1 standard on file with the Departmen o ffeet wideic Works, andeluding a turnout a minimum of 60 feet long 2m. Grant to Butte County 60 feet of right-of-way alcn:. - : fetor. Road. torage with CDF approved drafting 2n. Install water s cca.nections. 2o. Deleted. with all S -ate and localASDatutes,nt must also . ordinancescoandyother applicable regulations. 2g. Pay deer herd impact fees as adopted by the Board of S•^e=visors. 3. In the event x irst Party, anyesbesuccessor in interest of in =st Party, o= any person in (fpossession of the Prerform dancriofdthe ==eoi ) of Exhibit I violates or fails'to P e conditions of this Agreement witthe Bcardtyof Supervisors after notice rviors of Second �e=eof as provided in Paragraph 5, .a=ty may i_^.struct the County Counsel of Second Party to institute Iecai proceed _nes to enforce the provisions of they`-AproceedingsT to -Card of Supervisors of Second Pa= may also _ni P o_ -ezoae the property to the classification spec if _ed in Ztem x';bit I o= any other suitable classification. 4. nt Notice of violation of provisions of this Agr(d) of shall be sent to First Party at the address specific in Item ( ) I xhib_tl ed in Item s 4. thlrdeb and to thestreet title holder, anylien holder, or AnYsubseent (d) Of rxhib_t 1. hall ce of suc party in possession of the property.speci also receive (d) of Exhibit violation at an address other than as specified in Item f 1 bfiling with the Clerk of the Board o` Supervi =eferenceontoPthis :he -address to which the ;iotice is to be sent, with Agreement and the Resolution authorizing its execution. i . I �Inl)1'll/11: �'111111Vkklllllgl� X1111 Al11PI U.P11 ) IIIP I.Igll)Iglly nw O0).z - Y$ �i CL C N Zm � O O O 91 �• O C O O p o ° D m r 3 $ A 's `!. 003 10 � O � ozS O b. ' O C o x s' m 9 S o' 0 d. s a 0 ■ ■ r o ■ �C D p iv a D O � (hyo Z � ■ n ■ o Z In I A o B■ago s■■a 0 COUNTY OF BUTTS - DEP'ARTMEUT OF DEVELOPMENT SERVICES . BUi ING DMSION MAY 2 7 2003 ��-• P 140.• USECFSZir UCTWM 4 L' . �1-A e- 3F tsYYD*m D WbDeboms O Ober iYFE OF WORK New t( ,4d3 -tea, 0 R=:dd 0 ui� l? 0 Otter o Dm=be Wont 1 �P FEE P,lD $ S 45 PA i�/Y11 1 �=L►cri 7 Gd $ • 4s MOT W#Jm • Is vs Feel 20.DD Twp 7 County Center CEntEr DrIKB • Oroviit_, Caf'tfornia 95985 ►Tel=phony 1541 (53 ) 538-:�r 23.00 Mrs �p�YcAftONAt�DpERBUILDiNGPEWIT i vas). pas welar hem or vert 15.DD 6 •5 obrSsis 15.00 /j �o sewveT 15.DD f SO. FT. 0= 5 ra VALUATION �T F= S rev DUCAL P�tmtT FFmg ' 20.00 / am oa L= % ( e,� e n 9 --2 W J �J�! 26 •� ewA=1P F¢epie.�e I otal vabtation s -so Fmm Fee $ 20.DD mm= ca ammo M=m Antsy param Fey ' ^53 • c,v l USECFSZir UCTWM 4 L' . �1-A e- 3F tsYYD*m D WbDeboms O Ober iYFE OF WORK New t( ,4d3 -tea, 0 R=:dd 0 ui� l? 0 Otter o Dm=be Wont 1 �P FEE P,lD $ S 45 PA i�/Y11 1 �=L►cri 7 Gd $ • 4s MOT W#Jm • Is vs Feel 20.DD Twp 7.00 - or heal wdar hemmer 23.00 p'�g 1 s.OD pas welar hem or vert 15.DD 6 •5 obrSsis 15.00 /j �o sewveT 15.DD f �T F= S rev DUCAL P�tmtT FFmg ' 20.00 / am oa L= % ( e,� e n 9 --2 W 8 sw,9 ( =a = "ml -0==p6 1 mmff COl R= mm I BOL ;5i �A=as S.DD Tmnpwwy Swv s =D Vzb6e Hmus ZMDD hra-- Y►r ' MDD PE�arT � s loin. �� Fes I 2D.DD Had S.SD - "C 1►enfitfr.�a PERUrT r` s SL tubi' be Htime hesbd�an Fee L =ergy h:sp�n Fee S 1 W—Z TO rcE $ ma- d Fm I e.�7D COF I T his perml is hereby b:ms;d andw The sppfrsble Prvvsbrz Of 1fie Butt County Czie andiar Ra=kfm.:s b do work b6mub d above fir wiir_b lies have been pili 5y . Dzie !`=•PMU T U i?.a ltd CDF FIRE SAFE REQUIREMENTS /.=)"L- AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ 1273.02 Surface. All driveway. surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�} 2. The length of verti al.curves in roadways exclusive I of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 ,r feet. [`{,1 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [ 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. I Page 1 of -1-. AP # PERMIT # 14AME rV1273.10 Turnouts. Driveways exceeding 150 feet in length, but ,` less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [� 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [� 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from -the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 3. Where a one-way road with a single traffic lane I provides entrance, a 50 foot turning -radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. ( 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r f':ial inspection of a building permit. Page 2 of 3 N 72 � }� o -r/ LA ( AP # PERMIT # / NAME Other Requirements [ ) If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient'setback - Class A or B 'roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed i0W of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued ,\ maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [� 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app.rtezant structures which supple- ment the roadway bed cr shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�1 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ 2. The length of vertical. J g 1. curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�1 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [1 1273.05 Turnouts. Shall be a minimum of l0 feet wide and 30 feet long with a minimum 25 foot taper on each end. [ 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3. -7 — 4 K 0 3 --1.4 �- S o4kY 416 /:!� L AP # PERMIT # 14AME (1' 1273.10 Turnouts. Driveways exceeding 150 feet in length, but 11 less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [� 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [�1 3. Where a one-way road with a single traffic lane I provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. Cp 1276.02 Disposal of Vegetation and Fuels.. Disposal, including I chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation .and fuel.s caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi.:ial inspection of a building permit. - Page 2 of 3 7-2-- — 2—.-- V T D !� —, / �(V � r L. L AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3: of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10k of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 COUH—iY OF BUTTE - DEPA.RTULUT OF DEVELOPMENT SERVICES - BUI ING DIVISION 7 cou= Center Drnra • Orovitl_, Ca.fifornia 95965 ► Tel_phons (53) 538- - P 28 2003 APFUCATIONAHDPERMIT C,= suH-MG VALUnoN USEOPS IRUCTURF. W 0-6up4ex D Wimblahoms D Ce OFWD K Jar e( Ad:g=- o R=:di o uF= fl a 09w r o Dm=bs Wazt� J - / `� r, h bbb S 0,.� NO. tee S 2O.OD Fes MIL d F� I ha=UnQ Fee S yS Pfau Cher-.leng Fee (PD " Inane FSC1 aS S PEW T Fz=- $ 1 " i r / ,wM3mG ,pERmT . o Fifmg Fee 20. D0 rap g T.DD r had pump wsSar hester cv 23RD ; bg 15.OD eS wEtm hmEhr mr vard 15.00 'o 40 system 1•5 =gob 15.DD /j ;o sawaT 5.DD i7b B 5 G I w ( X20.00 l PST F=m S • ELECTMAL PMMIT hbb smw=9 =c to PSWIT FCC ?Alb $ S r? SRA AAkavNT It=COMEld it -To a.2 Mn MTO COQ • ss y TOTAL FEE S c.m MIL d F� I • our ox Fcmm am °o F=�S A�PLtLr OA �� (PD I t� Inane FSC1 aS MOD MOD(vi rIutbbb . o Fu19ree 2 D.DD g cv PERmrr Is; lobe Hmns bmblaSoe Fee Is Energy► hrs9eipn Fee 1 $419,,' This Parmii is hereby under the appEzebla Prodsnrs of be Bufu± Cvw ty Cade andior Re=lift's b d� wark anor alnd above fzr Whioh nes have been paid 3y . D�� TOTAL FEE S MIL d F� I �► I 1 D C➢F pA9 (PD I t� G.E This Parmii is hereby under the appEzebla Prodsnrs of be Bufu± Cvw ty Cade andior Re=lift's b d� wark anor alnd above fzr Whioh nes have been paid 3y . D�� CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County. Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ 73.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [/1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [(.,jam 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [t� 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 -/ feet. [�' 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [2 70.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 3., AP # PERMIT # AME [1_)-�l 273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length,,shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [iY'1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [v� 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ull property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fiscal inspection of a building permit. Page 2 of 3 .11 . . <`j AP # PERMIT # NAME •Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10k of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other /Butte County y Fire Department approved materials Date Signatur Page 3 of 3 CDF FIRE SAFE REQUIREMENTS %-a.zp3 AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Dri veway Standards [ � 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed er shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [J/1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [U� 1. No roadway shall havea horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical. curves in roadways,: exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�-,! 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of -3--, 0 AP # PERMIT # AME [LY 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [i}" 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic.on that roadway. / 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ 1. All parcels 1 acre azid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ull property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels .caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:zal inspection of a building permit. Page 2 of 3 AP # PERMIT # NAME Other Requirements [ J If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed i0$ of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte Coun y Fire Department approved materials 2�� 03 Date Signatur Page 3 of 3 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------=------------------------------------------------------------ Project Title.......... SHRYNE HOME Date..03/24/03 08:28:03 Project Address. OLD POST DR. - --------------------- OROVILLE *v6.01* Documentation Author... MARTIN.ALVIS Building Permit # Alvis Heating and Air P.O. Box 5127 ; Plan Check / Date Oroville, CA 95966 530-534-8491 Field Check/ Date Climate Zone..:........ 11 --------------------- Compliance Method...... MICROPAS6.v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-BER2405E Wth-CTZ11S92 Program -FORM CF -1R User#-MP2308 User -Alvis Heating and Air Run -HOUSE --------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of.Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Component Frame Type ------------ Type . Wall ------- Wood Roof Wood . Door None Floor Wood 2405 sf Single Family Detached New Front Facing 90 deg (E) 1 1 Raised Floor 14.8 0 of floor area 0.41 Btu/hr-sf-F 0.4 9 ft BUILDING SHELL INSULATION ------------------------- Cavity Sheathing Total Assembly R -value R -value R -value U -factor -------- -------- ------- ------- R-17.8 R-0 R-17.8 0.065 R-11 R-27 R-38 0.025 R-0 R-0 R-0 0.330 R-19 R70 R-19 0.037 FENESTRATION ------------ Location/Comments ------------------------ OUTSIDE, GARAGE ATTIC SOLID WOOD Over - Exterior hang/ Shading Area U- None Interior Orientation Standard (sf) Factor SHGC Shading -------------------- Window Front (E) ----- 12.5 ------ 0.370 ------ 0.350 --------------- Standard Window Front (E) 12.5 0.370 0.350 Standard Window Front (E) 12.5 0.370 0.350 Standard Window Front (E) 4.0 0.350 0.350 Standard Door Front (E) 20.0 0.580 0.900 Standard Window Front (E) 4.0 0.350 0.350 Standard Window Front (E) 5.0 0.350 0.350 Standard Window Front (E) 20.0 0.370 0.350 Standard Window Front (E) 5.0 0.350 0.350 Standard Window Front. (E) 4.0 0.350 0.350 Standard Over - Exterior hang/ Shading Fins Standard None Standard None Standard None Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes t CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... SHRYNE HOME Date..03/24/03 08:28:03 ----=-------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-BER2405E Wth-CTZ11S92 Program -FORM CF -1R User#-MP2308 'User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- FENESTRATION Equipment Type ------------ Furnace ACSplit Tank Type ------------ Storage Minimum Efficiency ------------ 0.800 AFUE 10.00 SEER Heater Type Gas HVAC SYSTEMS ------------ Refrigerant Tested Charge and Duct Duct Duct Airflow Location R -value Leakage n/a Attic R-4.2 No No _ Attic R-4.2 No WATER HEATING SYSTEMS --------------------- Number in Distribution Type System Standard 1 ACCA Manual D No No Tank Energy Size Factor (gal) 0.60 50 Thermostat Type Setback Setback External Insulation R -value R- n/a. Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins -------------------- Window Front (E) ----- 6.0 ------ 0.370 ------ 0.350 --------------- Standard -------------- Standard ----- Yes Window Left (S) 12.5 0.370 0.350 Standard Standard Yes Window Left (S) 12.5 0.370 0.350 Standard Standard Yes Window Left (S) 15.0 1.060 0.670 Standard Standard Yes Window Back .(W) 6.0 0.370 0.350 Standard Standard Yes Window Back (W) 32.0 0.370 0.350 Standard Standard Yes Window Back (W) 8.0 0.350 0.350 Standard Standard Yes Door Back (W) 40.0 0.350 0.350 Standard Standard Yes Window Back (W) 6.0 0.350 0.350 Standard Standard Yes Window Back (W) 24.0 0.370 0.350 Standard Standard Yes Window Back (W) 24.0 0.370 0.350 Standard Standard Yes Window Right (N) 24.0 .0.370 0.350 Standard Standard None Window Right (N) 16.0 0.370 0.350 Standard Standard Yes Window Right (N) 4.0 0.350 0.350 Standard Standard Yes Window Right (N) 6.0 0.370 0.350 Standard Standard Yes Window Right (N) 16.0 0.370 0.350 Standard Standard. Yes Skylight Front (E) 1.0 0.940 0.730 None None None Skylight Front (E) 1.0 0.940 0.730 None None None Skylight Front (E) 1.0 0.940 -0.730 None None None Skylight Front (E) 1.0 0.940 0.730 None None None Equipment Type ------------ Furnace ACSplit Tank Type ------------ Storage Minimum Efficiency ------------ 0.800 AFUE 10.00 SEER Heater Type Gas HVAC SYSTEMS ------------ Refrigerant Tested Charge and Duct Duct Duct Airflow Location R -value Leakage n/a Attic R-4.2 No No _ Attic R-4.2 No WATER HEATING SYSTEMS --------------------- Number in Distribution Type System Standard 1 ACCA Manual D No No Tank Energy Size Factor (gal) 0.60 50 Thermostat Type Setback Setback External Insulation R -value R- n/a. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- Project Title........... SHRYNE HOME Date..03/24/03 08:28:03 ---------------------------------------------------=-------=------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-BER2405E Wth-CTZ11S92 Program -FORM CF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------=------------------------------------------- -- REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan tobe built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... DON BERGER. Name.... MARTIN ALVIS Company. BERGER CONST. Company. Alvis Heating and Air Address. P.O. BOX 5304 Address. P.O. Box 5127 OROVILLE CA. 95966 Oroville, CA 95966 Phone:.. 530-589-4205 Phone... 530-534-8491 License. B397316 Signed.. }.� ,ten S i gn e d .. �J�---- [X 3'"� 4 03 (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page '1 MF-1R ------------------------------------------------------------------------------- Project Title.......... SHRYNE HOME Date..03/24/03 08:28:03 Project Address........ OLD POST DR. ***** --------------------- OROVILLE *v6.01* Documentation Author... MARTIN ALVIS ******* Building Permit # Alvis Heating and Air P.O. Box 5127 ; Plan Check / Date Or.oville, CA 95966 530-534-8491 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------ ------------------------- MICROPAS6 v6.01 File-BER2405E Wth-CTZ11S92 Program-FORM MF-1R User#-MP2308 User-Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these 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 minimum component performance specifications for th.e mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er mens *150(a): Minimum R-19 ceiling insulation. f 150(b): Loose fill insulation manufacturer's labeled R -Value. -� 1.150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). ✓ *150(d): Minimum R-13 raised floor insulation in framed 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.I�J+r 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped;'all joints and penetrations caulked and sealed. 150(g): Vapor -barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with .Sec. 151 meets Commission quality standards.. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... SHRYNE HOME Date..03/24/03 08:28:03 ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-BER2405E Wth-CTZ11S92 Program -FORM MF -1R User#-MP2308 User -Alvis Heating and Air Run -HOUSE ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control / 2. No continuous burning gas pilots allowed. ✓ SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and ✓ faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance / with ASHRAE, SMACNA or ACOA. ✓ 150(1): Setback thermostat.on all applicable -heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R=12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot.water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect / hot water tank. V/ *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal.openings greater than 1/4 inch, the combination of .mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and .their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawba.nds. 2. Exhaust fan systems have backdraft or automatic dampers. 3. 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 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ------------------------------------------------------------------------------- Project Title.......... SHRYNE HOME Date..03/24/03 08:28:03 ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-BER2405E. Wth-CTZ11S92 Program -FORM MF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr). ./ LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt 'or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(.k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement / all in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R ----------------------------------------------------------------=--=----------- ------------------------------------------------------------------------------- Project Title.......... SHRYNE HOME Date..03/24/03 08:28:03 Project Address........ OLD POST DR. ***** -------------------•-- OROVILLE *v6.01* Documentation Author... MARTIN ALVIS ******* ; Building Permit # Alvis Heating and Air P.O. Box 5127 Plan Check./ Date ; Oroville, CA 95966 530-534-8491 Field Check/ Date Climate Zone........... 11 - --------------------- Compliance Method...,.. MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-BER2405E Wth-CTZ11S92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design Margin = = Space Heating.......... 15.39 14.35 1.04 = = Space Cooling.......... 11.56 .10.90 0.66 = = Water Heating.......... 11.66 10.25 1.41 = = Total 38.61 35.50 3.11 - _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2405 sf Building Type .............. Single Family Detached Construction Type ......... New Building Frorit Orientation. 'Front Facing 90 deg (E) Number of Dwelling Units...' 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U-fact.or... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 21645 cf 0 sf 14.8 % of floor area 0.41 Btu/hr-sf-F 0.4 9 ft COMPUTER METHOD SUMMARY Page 2 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... SHRYNE HOME. Date..03/24/03 08:28:03 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-BER2405E Wth-CTZ11S92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and Air Run -HOUSE ----------------------------------- --------------------------------------------- BUILDING ZONE INFORMATION .Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit -------------- HOUSE ----- ------- ----- ------- ----------- ----- -------- --------- .Residence 2405 21645 1.00 Yes Setback 2.0 Standard No OPAQUE --------------- SURFACES Area U- Insul Act Solar Form 3 Location/ Surface -------------- (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE ------ ----- ----- --- ---- ----- ------------ ---------------- 1.Wall 197 0.065 17.8 90 90 Yes W.19.2X6.16 OUTSIDE 2 Wall 104 0.065 17.8 90 90 Yes W.19.2X6.16 OUTSIDE 3 Wall 86 0.065 17.8 90 90 Yes W.19.2X6.16 OUTSIDE 4 Wall 102_ 0.065 17.8 90 90 Yes W.19.2X6.16 OUTSIDE 5 Wall 146 0.065 17.8 180 90 Yes W.19.2X6.16 OUTSIDE 6 Wall 192 0.065 17.8 180 90 Yes W.19.2X6.16 OUTSIDE 7 Wall 135 0.065 17.8 180 90 No W.19.2X6.16 GARAGE 8 Wall 66 0.065 17.8 270 .90 Yes W.19.2X6.16 OUTSIDE 9 Wall 388 0.065 17.8 270 90 Yes W.19.2X6.16 OUTSIDE 10 Wall 84 0.065 17.8 0 90 Yes W.19.2X6.16 OUTSIDE 11 Wall 390 0.065 17.8 0 90 Yes W.19.2X6.16 OUTSIDE 12 Roof 2401 0.025 38 90 23 Yes R.38.2X4.2.4 ATTIC 13 Door 18 0.330 0 180 90 No None SOLID WOOD 14 Floor 2405 .0.037 19 n/a 0 No FC.19.2X8.16 FENESTRATION --------------------- SURFACES Area U- Act Exterior Shade Interior Shade Orientation ---------------------- (sf) ----- factor ----- SHGC ----- Azm --- Tilt ---- Type/SHGC Type/SHGC HO.USE ---------------------------- 1 Window Front (E) 12.5 0.370 0.350 90 90 Standard/0.76 Standard/0.68 2 Window Front (E) 12.5 0.370 0.350 90 90 Standard/0.76 Standard/0.68 3 Window Front (E) 12.5 0.370 0.350 90 90 Standard/0.76 Standard/0.68 4 Window Front (E) 4.0 0.350 0.350 90 90 Standard/0.76 Standard/0.68 5 Door Front (E) 20.0 0.580 0.900 90 90 Standard/0.76 Standard/0.68 6 Window Front (E) 4.0 0.350 0.350 90 90 Standard/0.76 Standard/0.68 7 Window Front (E) 5.0 0.350 0.350 90 90 Standard/0.76 Standard/0.68 8 Window Front (E) 20.0 0.370 0.350 90 90 Standard/0.76. Standard/0.68 9 Window Front (E) 5.0 0.350 0.350 90 90. Standard/0.76 Standard/0.68 10 Window Front (E) 4.0 0.350 0.350 90 90 Standard/0.76 Standard/0.68 11 Window Front (E) 6.0 0.370 0.350 90 90 Standard/0.76 Standard/0.68 12 Window Left (S) 12.5' 0.370 0.350 180 90 Standard/0.76 Standard/0.68 13 Window Left (S) 12.5 0.370 0.350 180 90 Standard/0.76 Standard/0.68 14 Window Left (S) 15.0 1.'060 0.670 180 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... SHRYNE HOME Date..03/24/03 08:28:03 -----------------------------------------=------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-BER2405E Wth-CTZ11S92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ---------------------------------------------------------------------- ------ Orientation 15 Window Back (W) 16 Window Back (W) 17 Window Back (W) 18 Door Back (W) 19 Window Back (W) 20 Window Back (W) 21 Window Back (W) 22 Window Right (N) 23 Window Right (N) 24 Window Right (N) 25 Window Right (N) 26 Window Right (N) 27 Skylight Front (E) 28 Skylight Front (E) 29 Skylight Front (E) 30 Skylight Front (E) Surface HOUSE 4 Window 5 Door 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window 16 Window 17 Window 18 Door 19 Window 20 Window 21 Window 23 Window 24 Window 25 Window FENESTRATION SURFACES Area U- Act (sf) factor SHGC Azm Tilt 6.0 0.370 0.350 270 90 32.0 0.370 0.350 270 90 8.0 0.350 0.350 270 90 .40.0 0.350 0.350 270 90 6.0 0.350 0.350 270 90 24.0 0.370 0.350 270 90 24.0 0.370 0.350 270 90 24.0 0.370 0.350 0 90 16.0 0.370 0.350 0 90 4.0 0.350 0.350 0 90 6.0 0.370 0. 350 0 90 16.0 0.370 0.350 0 90 1.0 0.940 0.730 90 23 1.0 0.940 0.730 90 23 1.0 0.940 0.730 90 .23 1.0 0.940 0.730 90 23 Exterior Shade Type/SHGC -------------- Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 None/1 None/1 None/1 None/1 Interior Shade Type/SHGC -------------- Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 None/1 None/1 None/1 None/1 OVERHANGS AND SIDE FINS ----------------------- --- Window- ------Overhang- --- ---Left Fin--- ---Right Fin -- Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght -=--- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4.0 1.0 4.0 10.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 3.0 6.67 10.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 1.0 4.0 10.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 5.0 5.0 1.0 10.0 0 n/a n/a n/a* n/a n/a n/a n/a n/a 20.0 5.0 4.0 10.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 5.0 5.0 1.0 10.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 2.0 2.0 14.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 2.0 3.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 12.5 2.5 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 12.5 2.5 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 3.0 5.0 10.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 2.0 3.0 9.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 32.0 8.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 8.0 8.0 1.0 -2.0. 0 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 6.0 6.67 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 6.0 1.0 2.0 0 n/a. n/a n/a n/a n/a n/a n/a n/a 24.0 6.0 4.0 2..0 0 n/a n/a n/a n/a n/a n/a n/a n/.a 24.0 6.0 4.0 2.0 0 n/a n/a n/a n./a n/a n/a n/a n/a 16.0 4.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 4.0 1.0 2.0 0 n/a n/a n/a. n/a n/a n/a n/a n/a 6.0 2.0 3.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R -------------------------------------------------------------------------------- Project Title.......... SHRYNE HOME Date..03/24/03 08:28:03 ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-BER2405E Wth-CTZ11S92 Program -FORM C=2R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ----------------------------------------------------------------------=-------- OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- --=Right Fin -- Area Left Rght Surface (sf) Wdth Hgth. Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----------- ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 26 Window 16.0 4.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy :Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.60 50 R- n/a. REMARKS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct .Type - - - - - - - - - - - Efficiency Airflow Location - - ----------- R -value Leakage D Eff HOUSE - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- -------- ---- Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 10.00 SEER No Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy :Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.60 50 R- n/a. REMARKS HVAC SIZING Page 1 HVAC ------------------------------------------=------------------------------------ ------------------------------------------------------------------------------- Project Title.......... SHRYNE HOME Date...03/24/03 08:28:03 Project Address........ OLD POST DR. k***** --------------------- OROVILLE *v6.01* Documentation Author... MARTIN ALVIS ******* ; Building Permit # Alvis Heating and Air P.O. Box 5127 ; Plan Check / Date Oroville, CA 95966 530-534-8491 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS6 v6.01 File=BER2405E Wth-CTZ11S92 Program -HVAC SIZING ; User#-MP2308 User -Alvis Heating and Air Run -HOUSE ------------------------------------------- ; INFORMATION Floor Area ................. 2405 sf Volume. .................. 21645 of Front Orientation.......... Front Facing 90 deg (E) Sizing Location............ OROVILLE RS Latitude .................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description --------------------------------- (Btuh) ----------- (Btuh) Opaque Conduction and Solar...... 11107 ----------- 5728 Glazing Conduction ............... 5871 3816 Glazing Solar .................... n/a. 10098 Infiltration ..................... 12312 5055 Internal Gain .................... n/a 2100 Ducts ............................ 2929 2680 Sensible Load ..................... 32219 29476 Latent Load ...................... n/a 8843 ----------- Minimum Total Load 32219 ----------- 38319 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. April 21, 2003 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 RE: Truss Design, Shryne Residence, APN 072-250-044 I have reviewed the truss designs for this project. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration. a ,/h• � SS^3L 1.•8 wodj ,o ,1,7 V.j W i E a F 4 JIM PURSELL Page 1 Date 2/15/02 CIVIL ENGINEER RCE 60924 Job Number 103-03-75 Job Name Shryne Residence Contractor Berger Construction Assessor Parcel No. 072-250-044 Analysis UBC 1997 Dead Loads Live loads Roof Comp 6.0 1/2" O.S.B. 1.5 Framing 5.0 Insulation 1.0 1/2" Gyp 2.5 16 psf. 16 psf. Wall Hardi siding 2.5 ESSI 3/8" O.S.B. eP ^' 1.5 o ES q Framing 2.5 1/2 gyp 2.5 w LL Insulation 1_0 No C 0924 10.0 .psf. �f 1.—/3/, / Floor �Tq� CIVIL Flooring P�\� 3.5 OF CAL 1-1/8" plywood 4.0. Insulation 1.0 I --joists 1_5 10.0 psf. -40 psf. Lateral loads Wind P = Q Cq q I where Exposure C Q = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5C.IW/1.4R C8=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. �-�`�� G� RAG ►�. � W DI i Ile. ?7i 6 Lys (3Sv.�IJJG S7R�.s5 �y-Uy 1-I?72- z e>=-> per f' �Mx(3.5" Fv .145 P61 3. (A SY/3. S� . _71AZ 4 M JR -K S/1 -C, (Asz� vjti Z43 E3 1 ..c,•S.D..,3.SJ yss_ DSS 1.1, 2 X .7Fa,./ m mep�5 ILI zg3o j6 V g' G _ l IS �b S � dlrvG S7R s _ . _ . riy s Mc 6 Jr!I -7a�Y kA 73 w� /z" wr�,�S@oViS.m. 3 Shryne / Berger Page 5 Lateral Analysis This structure has three definitive roof diaphragms: Wall lines are defined accordingly. Most. wall lines meet minimum bracing requirements. Walls A, B, C, 3, & 6 require lateral analysis. Improtance Factor 1 = 1 Wall AO Wind Seismic r Roof: Windward Leeward q 1 s•P Roof Weight: Wall: (Coef.) (Coef.x A + Coef. x A) (@75) q (lbs) P P(30)=. 0.76 0.3 0 0.7 0 14.5 1 = 0 Pitch = Rise:Run Pitch Factor P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 5 : 12 = 1.08 P(20)= 0.67 0.3 101 0.7 115 14.5 I = 1076 0.8 14 P(15)= 0.62 0.3 13 0.7 35 14.5 1 = . 255 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 14.5 1 = 1537 P(15)= 0.62 0.3 44 0.7 44 14.5 1.08 x 803 x 16 = 13919 Wall: Windward Leeward q A P (Coef.) (Coef.x A + Coef. x A) (@75) Roof: (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 14 0.5 0 14.5 1 = 109 P(15)= 0.62 0.8 140 0.5 118 14.5 1 = 1537 P (Total) = 2978 WIND GOVERNS Wall O Wind Roof: Windward Leeward q I P (Coef.) (Coef:x A + Coef. x A) (@75) (lbs). P(30)= 0.76 0.3 0 1 0.7 0 ,14.5 1 = 0 P(25)=:, 0.72 0.3 0 0.7 0 14.5 1 = .0- P(20)= 0.67 P(20)= 0.3 145 0.7 145 14.5 1 = 1409 P(15)= 0.62 0.3 44 0.7 44 14.5 1 = 396 Wall: Windward Leeward q 1 P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 -0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= 0.62 0.8 160 0.5 160 14.5 1 = 1870 P (Total) . /3674 WIND GOVERNS Wall Weight: (Area)x(Wt.(psf)) = Wt,(Ib) 440 x 10 = 4400 Ca = 0.36 Total Wt,Qb) R=5.5 W= 18319 Base Shear (lb) V = (2.5 x Ca x I x "/(1.4 x R) = 2141 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 5: ; 12 1.08 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.08 x 930 x 16 = 16120 Wall Weight:_ (Area)x(Wt.(psf)) = Wt.(Ib) 462 x 10 = 4620 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 20740 Base Shear (lb) V= (2:5 x Ca x I x W)/(1.4 x R) = 2424 ae,; �i 1.08 x 950 x 16 = 16467 Wall: Windward Shryne / Berger q. I Page 6 Lateral Analysis (Coef.) (Coef.x A + Coef. x A) (@75) Improtance Factor I = 1 (Area)x(Wt.(psf)) = Wt.(Ib) P(30)= Wall OC 14.5 1 = 0 333 x 10 = '3330 P(25)= 0.72 0.8 8 Wind 14.5 1 Seismic Roof: Windward Leeward q I P Roof Weight: = 62.2 (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) 0.5 77 P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 Pitch = Rise:Run Pitch Factor P(25)= 0.72 0.3 60 0.7 68, 14.5 1 = 685 5 : 12 = 1.08, P(20)= 0.67 0.3 80 0.7 85 14.5 1 = 811 V=(2.5xCaxIx"/(1.4xR)= 2314 P(15)= .0.62 0.3 42 0.7 . 26 14.5 1 = 277 (Pitch.factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.08 x 950 x 16 = 16467 Wall: Windward Leeward q. I P Wall Weight: (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) (Area)x(Wt.(psf)) = Wt.(Ib) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 333 x 10 = '3330 P(25)= 0.72 0.8 8 0.5 0 14.5 1 = 66.8 Roof: P(20)= 0.67 0.8 8 0.5 0 14.5 1 = 62.2 Ca = 0.36 Total Wt.(Ib) P(15)= 0.62 0.8 77 0.5 77 14.5 1 = 900 R = 5.5 W = 19797 (lbs) Pitch = Rise:Run Pitch Factor P (Total) . =12-802,Z Base Shear (lb) 0.7 0. 14.5 1 = 0 5: 12 = 1.08 V=(2.5xCaxIx"/(1.4xR)= 2314 0.72 Seismic GOVERNS 0.7 0 14.5 1 = 0 Wall O Wind Seismic Roof Weight: Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Pitch = Rise:Run Pitch Factor P(30)= 0.76 0.3 p.. 0.7 0. 14.5 1 = 0 5: 12 = 1.08 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) P(15)= 0.62 0.3 0 0.7 45 14.5 1 = 283 1.08 x 900 x 16 = 15600 Wall Weight! Wall: Windward Leeward q I P (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) 387 x 10 = ,. 3870 P(30)= 0.76 0.8 0 0.5 0 14.5 1 =. 0 P(25)= 0.72 0.8 30 0.5 20 14.5 1 = 355 Ca = 0.36 Total Wt.(Ib) P(20)= 0.67 0.8 50 0.5 39 14.5 1 = 578 R=5.5 W = 19470 P(15)= 0.62 0.8 60 0.5 28 14.5 1 = 557 Base ShearIb P (Total) = 1774 V = (2.5 x Ca x I x W)/(1.4 x R) = 2276 SEISMIC GOVERNS I VALL_ Page 7 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 5.: 12 = 1.08 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.08 x 1000 x . 16.= 17333 Wall Weight: (Area)x(Wt.(psO) = Wt.(Ib) 261 x 10 = 2610 Ca = 0.36 Total Wt.(Ib) . R = 5.5 W = 19943 Base Shear (lb) V=(2.5xCaxIx"1(1.4xR)= 2331 Iz Lr f 3.��'f z�3') _ �3.�� 23 9 r 1� Shryne / Berger Lateral Analysis Wall O Improtance Factor 1 = 1 Wind . Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (c@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 ` 1 = 0 P(25)= .0.72 0.3 40 0.7 40 14.5. 1 = 418 P(20)= 0.67 0.3 0 0.7 0. 14.5 1 = 0 P(15)= 0.62 0.3 82 0.7 82 14.5 1 = .737 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (c@75) (lbs) P(30)= 0.76 0.8 D 0.5 0 14.5 1 = 0. P(25)= 0.72 0.8 50 0.5 20 14.5 1 = 522 P(20)= -0.67 0.8 27 0.5 27 14.5 1 .= 341 P(15)= 0.62 0.8 45 0.5 0 14.5 1 = 324 P (Total) /2` 34 � � WIND GOVERNS VALL_ Page 7 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 5.: 12 = 1.08 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.08 x 1000 x . 16.= 17333 Wall Weight: (Area)x(Wt.(psO) = Wt.(Ib) 261 x 10 = 2610 Ca = 0.36 Total Wt.(Ib) . R = 5.5 W = 19943 Base Shear (lb) V=(2.5xCaxIx"1(1.4xR)= 2331 Iz Lr f 3.��'f z�3') _ �3.�� 23 9 r 1� H� r n Pi d VO ,a � w f�ovr� L>ARY �R!L G �. YUS� A/ - � � SS R�.Q� ►� -- - 361, _ � �_ ( 6 3./3 /may -.5 l l � e -�`l vs� 2y _ si7 Alm S�. L 41Jc H � 6 A. C, s ' , l8�! Cly _ 3 'i6 -3 Idl 811A )LS i��`G i4.N,b .- . 2s v .3� As /o3 j = 13'Z Ib 2-33 J vs�. 2Y b•�_ .(elm Jo�� �k7' /� 3 S s @ 21-j �c�. c . SiLL PL. Sa L A A. C. s 3.8C.� = y '�Q 3 G � a ,ALL � J Co.-gT p CwP Rtvh J,=ts,-- W/ �`i3Ss A3Ss ' 6 2L = PL, 1� WCD /3.67 LL- L- 7Z;?4 , Fc� �t4-� `r c, 7moi, V Q-` RKOM Rcxj F 3 I A r -N kAG M 7tD 3. pklg-lll�- VIA C N�c,� r?'"oM �Art..IIJG �, P�rstz� fNLL� A 3 ;TIS lL L PI.F`T �- C --Z r Af-, K -I sem _ yg Fob S1 LL ,C,.> G N p RA 13 LONGFELLOW LUMBER CO. ■ Quality Truss Design ■ Roof & Floor Systems (800)678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: _ Z�Q96CX- (mss -7— Add ress: 7— Address: 34S - , AP#: a7-.2- — z sco cxq INC. Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503)254-0204 (BERG0326-BERGER / SHRYNE - B -1D DRAG COMN W -GE FILL 24"0 CA TOP CHORD 294 DF -L #1 BOT CHORD 2x4 DF L #1 `liWEBS 2x4 DF -L Standard :1.)2, 1'13 2x4 OF L #1: 0 0 IQ PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 3 0 .a .a w c� z 0 a T IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24" OC, BC @ 72" OC. TRUSS TRANSFERS 143.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. 0-4-1 T 5X4= THIS DUG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS PIFR. ** THE MAXIMUM HORIZONTAL REACTION IS 4296# ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 2X6(Al) = 37Lo= CAU Ini7 — 4X4= �2-0-0'1 �2-0-0>1 6 9 14 6-2-2 6-2-2 6-9-14 8-10-10 13-0-0 8-2-13 8-10-10 13-0-0 26-0-0 Over Continuous Support R-75 PLF 4I-26-0-0 Rh=4296/-4296 Note: All Plates Are W1.5X4 Except As Shown. CA 1 - - F PLT TYP. Wave TPI 95 R Desi n Crit: UBC STD UBC 18.213 Longfellow Lumber "NARKING`• TRUSSES REQUIRE EXTREME CFRE III FABRICATION. HAHU1.1 G. SHIPPING. INS7ALLIIIG AIID r� �Q �Q�r TC LL 16.0 PSF 89 Laren Avenue, Chico CA 95928 'BRACIIIG. REFER TO HIB -91 (HANDLING INSTALL I IIG AIID BRACING), PUBLISHED BY TPI (TRUSS PLATE V '�( INSTITUTE, $53 D'OIIOFRIO DR., SUITE 200, MADISON, NI 55719). FOR SAFETY PRACTICES PRIOR TO F, j, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEp. TOP CHORD SHALL HAVE PROPERLY ATTACHED TIC D L 10.0 P S F STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. h 5 ••ll{pORTAiIT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIIGIIIEERED W A 23 BC OL 7.0 P S F PRODUCTS. INC. SHALL NOT BE RESPOtISIBLE FOR A.IIY DEVIATION FROM THIS OE51GN: ANY FAILURE TO cc S r BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRIC AT111G, HANDLIIIG. SHIPP111C-. INSTALLING AIID , 6.30.2005 * B C L L 0.0 P S F ALPINE ERACING OF TRUSSES. -,HIS DESIGN CDNFORMS WITH APPLICABLE P0.0VISIONS OF NDS (NALPINETIORAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAR FOREST .YIID PAPER AS SOC I AT 1011) AND TPI. ALPINE CONNECTCATORS ARE MADE OF 20GA ASTM AG53 GR AO GALV. STEEL. EXCEPT AS DOTED. APPLY COUNECTGRS TO TOT . L D . 33.0 P S F ORAVMi111GSEOF 150 AR ZSS."1THEUSEAL SOOT THISSE DRAIIIPGTED Oil INDICATESSACCE�A14CEDOFTION PROFESS1IONALR EIIG11E-ER111G sj4 SIA [DUR.FAC- 1.25 Alpine Engineered Products, I.C. RESPOIISIBILI7Y SOLELY FOR THE TRUSS COMP000T DESIGII SHONiI, THE SUITABILITY AflO USE OF THIS SPACING 24-0" Sacramento, CA 95828 COHPOIIEIIT FOR AIIY PARTICULAR BUILDING 15 THE RESPO145IBILITY OF THE BUILDIII6 DESI GRER, PE0. ANSI/TPI ]-1995 SECTION 2. Scale =.25" REF R427--46252 DATE 04/22/03 D R W CAUSR427 03112031 CA -ENG TSB/CWC SEON- 68713 FROM ED JREF- 1S25427_ZO2 (BERG0326-BERGER / SHRYNE - [DGE3 C -1D [8'SBI [1•PLY3 ORA) M o TOP CHORD 2x4 DF -L #1&Bet. :T2, T5 2x6 DF -L SS: 0 M BOT CHORD 2x4 DF -L #1&Bet. o WEBS 2x4 OF -L Standard 0 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC - BOSTON HIP SUPPORTS 8-0-0 OPEN END JACKS FROM B-0-0 TO 38-0-0. CONVENTIONALLY FRAMED CORNER SET AT LEFT END ONLY. TC ABOVE JACKS SUPPORTS 24" OUTLOOKERS AND 10 PSF FACE MATERIAL. FLAT TOP CHORD MUST BE LATERALLY BRACED WITH PURLINS @ 24" O.C. OR BY ATTACHMENT TO END JACKS. 5 r- (�556# 615F- 3 3X6. _-6 5 r- 0-4-1 0-4-1 T C5 5X8= 3X6 (AI) 2-0-0 22-0- 5-0-0 3 4 12 4-7-4 Ilf` �� B-4-12 47 4 I 10-2-4 1. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENS10NS) SUBMITTED BY TRUSS I'IFR. NEGATIVE REACTION(S) OF -292# MAX. (SEE BELOW) REQUIRES UPLIFT CONNECTION. ** THE MAXIMUM HORIZONTAL REACTION IS 2997# ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GBLLETIN1001 FOR MORE REQUIREMENTS. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. TRUSS TRANSFERS 60.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. -, 5 T5 4X6= 4X6= 5X4= ( 3X8= 5X4= 4X6= 7X6=—) 4X6= 5X4= 5X4= J 5-0-0 4-11-.8 ___L- 5-0-8 --t, 5-0-0 5-0-0 4-11-8 ter` 5 0 8 5 0 0 14-4-4 - 1.7-0 12-10-4 46-0-0 Over 3 Supports IR=1277/-292 W=5.5" R-392 PLF 41=20-0-0 Rh -2998/-2998 Note: All Plates Are 611.5X4 Except As Shown- 18.2f PLT TYP. Wave TPI 95 Desi n Crit: UBC STD UBC Lon fellow LU106er "WARNING" TRUSSES REQUIRE E%iPENE CARE III FABRICAT IOIi, HANDL ItYG, SHIPPING. IN(TUSS P AND 6 BRACING. AEF ER 70 H10 91 (HAtIDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 89 Loren Avenue, Chico CA 95928 )RACIISTITUTE. 583 D'ONOFRID DR.. SUITE 200, MADISO11. NI 5]719), FOR SAFETY PRACTICES PRIOR TO PERFORMiRG STRUCTURAL THESE FUBOTTOM S- UIILEORD SS OTHERWISE HAVE A INDICATED PERLYATTACHE0 RTOP IGIDACEILING,LL HAVE PROPERLY ATTACHED ••IMPORTANT•` FURIII SH A COPY OF THIS DESIGN TO THE IIISTALLAT 1011 CONTRACTOR. ALPINE EIIGIIIEERED PROOUCTS. IWC. SHALL NOT BE RESPONSIBLE FOR AIIY OE vI ATIO" FRO" 7NI5 DESIGN: AIIY FAILURE TO BUILD THE TRUSSES IN COIIFORHA14CE WITN TPI: OR FABRIAP,CATING. HANDLING. SOF 11IIIG, INSTALLING AND A L P I N E BRACIIIG OF SPE[ IFI[A7101 UPU6LISHED BYSTHESAHER ICA.IGII CO N FORESTIt S AWD PAPERLICAASCIATIOU)SAND TPI.(IIALIPONEL DESIGN CoIIIIE CT OAS ARE UAL[ OF 2OGA A57H A65D GR 60 GALV. 57 EEL. cxCEFT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UIILESS OTHERWISE LOCATED Oil THIS OESIG3- POSITION [OIIIIE [TORS PER pp ANIIIGS lG0 A-2. THE SEAL OH THIS DRAWING INDICATES ACCEPT AIICE OF PROFESSIONAL ENGINEEP ING Alpine USE OF CA Products, Inc. COMPONENT FOFYANYLELY FOR PJRTICULARETRUSS BUILDING 15THE E Gil RESFOISISILITY OF THE BUILOIIIGITY DESIGDER. PER THIS ANSI/TPI 1-1995 SECT10I1 2. CD - g4 3 X 6 P�jLR 9-10-13 a�51GA1 / 8-0-0 5X8=- 06 =- 4X6= -+4 -5-8 �J-3-6-' --4 5-8 I 8 6 1-7-11 8 -6 - 3X6 (Al) = z -o -o 5-0-0 R-749 W=5.5" Scale =.1875" Ft. REF R427--46253 DATE 04/22/03 DR V1 CAUSR427 03113008 CA -ENG TSB/CWC SEON- 68733 FROM ED JREF- 1S25427 -ZO2 CA 1 F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT -LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.1875" Ft. REF R427--46253 DATE 04/22/03 DR V1 CAUSR427 03113008 CA -ENG TSB/CWC SEON- 68733 FROM ED JREF- 1S25427 -ZO2 LONGFELLOW LUMBER CO. INC. ■ Quality Truss ■ Roof & Floor Design Systems. (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: (ZadS T 331- yzoS Address: 3$ &N -&s'i '1-- )2 - AP#: Job No: 031z- 63 Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 4' L,ONGFELLOW 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 ���iii III III III III III III 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 defects to Longfellow immediately. ❑ Do Not cut or remove plates. I] 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 Report trusses unless truss engineering has been designed to accomodate the specific point loads. ❑ 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. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. GABLE &NO DETAIL Tl1Ic nur. nnrnlnrn rnnu —n— SIRONGBACK (NAIL 10 LEDGER 12' O.C.) (BRACED AT 55' O.C.) BRACE A35 LEDGER (NAIL TO VERTICAL 113(K 1 ' /2-I0d NAILS) GAgL (K) SPACING FOR H3 56.0' O.C. REFER TO SIIPSON CATALOG C-9111-1 FOR PRODUCT ATTACIUIEUT SPECIFICATION (ATTACH A35 IN FI DIRECTION (PI) (N>I I I 12 (CG (SI) /(H) BTR STP.ONGOACKrBRACEOR [at ROOF- MATERIAL OUTLOOKER (C) GABLE END -- 2M \DIAGONAL P.AC.E (H) .15 2X LEDGER �' CCPUIUM S TRONGBACK TRUSSES BRACED AT 55' D.C. (C) IX4 CONTIfn10lIS LATEPAL BRACING FOR BRACE ( STRUNGBACK ) MEHBER LONGER IIIAN 72'. ATTACK AT HIOPLIIHT Or EACH GRACE Y/2 -8d CCOHMON NAILS, 24' MAX GABLE ENO (N) MAX 0 OUTLOUt,'ER ILILI 0 0 0 v�/fo2 (PI) PEAK PLATE TO MATCH COMFON TRUSSES. HOIE: CHORDS TO BE 2X4 FIR -LARCH 42 HIN. (SI) SPLICE RATE TO HATCH CO•IMON TRUSSES. NOTE: TMS DETAIL MAY BE USED FOR (HI)FEEL PLATE 10 MATCH CO?`IlON TRUSSES.' TRUSSES WITH PITCHED D.C. ALSO. (0) OPTION 10 WEB RATING: USE (3)-2* WIRE STARES (0.072 DIA./15 GA.) IOENAILEO THRU CHORD INTO WEB 6 IHRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), (SI ) L (HI ) MUST BE PLATED. (G) GABLE ENO DESIGN BASED ON 75HPH WIND LOAD EXPOSURE '8' AT 0-25 FT MEAN PLATE MAX, WEB LENGTH IX3• 2-8-0 2X4• B-1-0 3X4• I3-6-0 HEIGir. PLT TYP. Wave TPI -95\R Design Criteria: TPI -95i WARMINO" IRUSS(S A(OUTAE 111REME CARL IN FABRICATION, HANOLING, SHIPPING, INSTALLING AND :ACING. A(FLR TO HIB•Pl (HANDLING INSTALLING AND BRACINO), PU81ISHE0 BY IPI (TRUSS PLAT[ O O INSIIIUI[, IB] D'ONOF10 DR., SUIIC 100, MADISON. WI E]119). FOR SAFETY PRACTICES PRIOR 10 P [AFOA XIAO THESI (UNCTIONS. UNI[SS OTHERWISE INDICATED. IOP C8040 SHALL NAY[ PROPERLY ATTACHED Q O SIRUCTUAAL PAR ELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CILLINO. ••MPORIAXT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEER� ALPINE 7 n �}-•, PR000CIS, INC. SHALL NOT B[ A[SION11:11 FOR AMY OE1:AIIOM FROM IHII DESIGN: ANY FAILURE JO OZ�TR�USS )..L,O IUIIO I. TRUSSES IN CONFOAMARC( YI IN 111: OA FABR ICAI1 0. XANDIINO, SIII PP ING, IN SIAIIA �A..+BIACING OF TRUSSES. INIS 0(SIG1 CONFORMS YIIH APPLICABLE PAOYISIONS OF NOS (NATIONAL DESIGN SPICIFICAIION PUBIISH(0 BY IH( AM IN IC AR FOREST AND ►AP EN ASSGORT ION) AND IPI. AKIN( CONN EACH FACE S OF TRUSS[ AND OF OGA UNLESSIM A613 OINCRVIS(' LOCATED ONE IHISE O(SIGN. AS NOTED. APPLY POSITION CONNECTORS(CIO PER AND 110 10 O O O OIATN(OTRUSS 0(IICIfO N[R(A ANO S HAI IAN N NOIEB[, RLII(O UPON AY YW0I IDI[ RP VATS OMIT 10 III( DESIGN 6 - IOd COIu-ON BLOCK HAILS / GRACE NAILS (TAILS EACH END OLITLOOKER CRITERIA 3.5' MAX. /` 1'fP. f101ClI D 24' O.C. I.5' MAW.' 12' MIH 24' MAX 2X4 F.L. LL1(BER GRADES HAX. LENGTH VITHLUI BRAC [NG (H) •. MAX. LENGTH V/ STRONGBACK BRACE ( S ) STAHOARD 5 -II -0 II -10-0 STUD 6-7-0 13-2-0 13 6-7-0 13-2-0 A2 7-0-0 15-6-0 11 7-9-0 15-6-0 11 6 BETTER. 1 7-9-0 15-6-0 SS 1 7-9-0 15-6-0 ti No. TC LL TC OL BC DL 30.0 15.0 PSF PSF PSF REF R992 DATE .03/19/98 Drew CD 1 t 2 ' OC LL 0.0 PSF * TOT.LD: 50.0 PSF SEON 25458 9j CIVIL ��P F OF C AL1F DUR.FAC . 1.15 FROM PDC SPACING- • 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 1S 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 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X6 I ROW 2X4 1-2X8 2X6 2 ROWS 2X8 2-2X4(*) 2XB 1 ROW 2X6 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. FIATS INSTITUTE. 593 idNOFRI[ PRIOR TO PERFORMING THESE FU PROPERLY ATTACHED STRUCTURAL CEILING. --IMPORTANT-- FURN ALPINE ENGINEERED PRODUCTS, I DESIGNI ANY FAILURE TO BUILD HANDLING, SHIPPING, INSTALLING PROVISIONS OF NDS (NATIONAL PAPER ASSOCIATION) AND TPI. A EXCEPT AS NOTED. APPLY CONI THIS DESIGN, POSITION CONNECT ACCEPTANCE OF PROFESSIONAL C DESIGN SIIOvN. THE S1111ABILIT PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACIIED RIGII ISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TIIIS THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING. AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND AL 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 8" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL rECTORS TO EACH FACE OF TRUSS AND, UNLESS OTIIERVISE LOCATED ON ORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES NGINEERING RCSPONSIBILIIY SOLELY FOR THE TRU« COMPONENT Y AND USE OF TIIIS COMPONENT FOR ANY PARTICI' VUILDING T -BRACE L -BRACE QROFESSlg*. IS DRAWING REPLACES DRAWING 579,640 0-CLB ' yF LL PSF REF SUBST. DATE 06/25/99 9` DL PSF No.0 5 DL PSF DRWG BRCLBSUB0699 Egx -ENG MLH KAR / LL PSF CIVIC ��Q J T -LD. PSF FOF Cp DUR.FAC. SPACING CALIFORNIA )IIP PERMAN PERMANENT BRACING EXTENSIONS. (SLOPING F TOP CHORD (7(YPICAL)n CHORD. PUR(CONTINUOUS) EXTENSIONS. (SLOINS. START OF TOP PING TO FLAT) 1 \ / TO FLAT) #1 HI I BRACED BAY i ' #SET T r A BACK A 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 91 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 THE pl HIP.2); HE END JACKS ARE SHEATHED WITH PROPERLY ATTACHED STRUCTURAL PANELS SECTION -A-A FIELD APPLIED OR BUILT-IN CRIPPLES CRIPPLE IN PLANE CRIPPLE OF TRUSSES SPACING COMMON * SET BACK T BRACING DETAIL CRIPPLE SUPPORT LAYOUT SETBACK � sr'rnAr)< -I— COMMON TRUSSES t CALIFORNIA HIP SYSTEM TRUSSES J_ �y1111P PITCHED 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 TO FLAT TOP CHORD AND EXTENDED TOP CHORD, USING 3 - Od COMMON TOE NAILS OR 2 - 10d COMMON NAILS THROUGH FACE. I C) CHORD EXTENSION (TYPICAL) (D) SECTION B -B BUILT-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWING I -H FOR CRIPPLE SPACING. i(B) c#11#21#31#41#51#6 A(B) (B) (B) (D) (B) (Db(I3 #1 HIP GIRDER SE�FBACK-i SEE CA -HIP ENGINEERING FOR JACK TYPE USED. NOTE: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE (B) PURLINS SPACED 24-O.C. TYP. RESPONSIBILITY OF THE TRUSS DESIGNER PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING THE TRUSSES ARE (CONTINUOUS 2X4 CAUTIONED TO SEEK ADVICE OF A LOCAL PROFESSIONAL ENGINEER FRAMING.AL (C) CRIPPLES SPACED 40" O.C. TYP. REG*NOTE: SEE ORIGINAL DESIGN FOR SETBACK, I LUMBER PLATINGRDING , LO DING (D) BUILT-IN FILL CRIPPLES AND DURATION FACTOR REQUIRED. (HORIZONTAL MEMBER OPTIONAL) THIS DRAWING REPLACES DRAWING CD110 TRUSSES REOUIRE EXTREME HANDLING, INSTALLING 70 HIB -91 (HANDLING INSTALLING IFABRICATING, C NG)PUSHIPPING, ND BRACING. REFERA CALIF. BRACE (TRUSS �� nn 'O(; TC LL PSF REF 7 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE y C DL PSF DATE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY A17ACHED RIGID �+y 17:::_� HIP RAIFII`ERS� i HAN( INSTALLING AND BRACING OF APPLICABLE LL PSF -ENG SPUBLISHEDSBYNTHENAMERICAFORMS PROVISIONSHOrPING, NDS (NATIONAL DESIGN SPECIFICATION NTFORESTA AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS RE MADE OF 200A ASTM A653 GR40 GALV. STEEL Tk OT.LD. * PSF EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Or TRUSS AND, UNLESS OTHERWISE LOCATED ON dEVA SH PN. THE SUIT BILITYGANDE ISBUILDINGE OF THISRING NTT FOR ANY PAY RTICULAR R B SPACING # FA imm eeo.�:�i Now magism -I— COMMON TRUSSES t CALIFORNIA HIP SYSTEM TRUSSES J_ �y1111P PITCHED 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 TO FLAT TOP CHORD AND EXTENDED TOP CHORD, USING 3 - Od COMMON TOE NAILS OR 2 - 10d COMMON NAILS THROUGH FACE. I C) CHORD EXTENSION (TYPICAL) (D) SECTION B -B BUILT-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWING I -H FOR CRIPPLE SPACING. i(B) c#11#21#31#41#51#6 A(B) (B) (B) (D) (B) (Db(I3 #1 HIP GIRDER SE�FBACK-i SEE CA -HIP ENGINEERING FOR JACK TYPE USED. NOTE: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE (B) PURLINS SPACED 24-O.C. TYP. RESPONSIBILITY OF THE TRUSS DESIGNER PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING THE TRUSSES ARE (CONTINUOUS 2X4 CAUTIONED TO SEEK ADVICE OF A LOCAL PROFESSIONAL ENGINEER FRAMING.AL (C) CRIPPLES SPACED 40" O.C. TYP. REG*NOTE: SEE ORIGINAL DESIGN FOR SETBACK, I LUMBER PLATINGRDING , LO DING (D) BUILT-IN FILL CRIPPLES AND DURATION FACTOR REQUIRED. (HORIZONTAL MEMBER OPTIONAL) THIS DRAWING REPLACES DRAWING CD110 TRUSSES REOUIRE EXTREME HANDLING, INSTALLING 70 HIB -91 (HANDLING INSTALLING IFABRICATING, C NG)PUSHIPPING, ND BRACING. REFERA CALIF. BRACE (TRUSS �� nn 'O(; TC LL PSF REF ,, PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, Vi. 53719) FOR SAFETY PRACTICES yy� 06/25F99 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE y C DL PSF DATE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY A17ACHED RIGID �+y CEILING. ■■IMPORTANTM■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. W C DL PSF DRWG BRCALHIP0699 ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1s OR FABRICATING, i�0. 5 HAN( INSTALLING AND BRACING OF APPLICABLE LL PSF -ENG SPUBLISHEDSBYNTHENAMERICAFORMS PROVISIONSHOrPING, NDS (NATIONAL DESIGN SPECIFICATION NTFORESTA AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS RE MADE OF 200A ASTM A653 GR40 GALV. STEEL Tk OT.LD. * PSF EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Or TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS'160 A -T:. THE SEAL ON THIS DRAWING INDICATES f C1V1� DUR.FAC, FOR TRUSS OUILDINGT l9lF15 ACCEPTANDESIGNTHE SDESIGNER.COMPONETY SH PN. THE SUIT BILITYGANDE ISBUILDINGE OF THISRING NTT FOR ANY PAY RTICULAR R B SPACING # SECTION 2. SIBILITY Orof I�EO\P 5--lee-al 2X4 #1 FL 9-2-0 8-7-0 7-11-0 7-5-08-11-0 INS111111E. 387 D'ONUrillO ITR., sllllr 200• IIAIIIt1RI, VI S77191, FUR sArciy PRAOICES PRIUR STANDARD JACK DETAIL 0-4-0 7-10-0 7-5-0 SPACING = 24" O.C. 2X4 SS FL W1.5X3 DEFLECTION CRIIERIA: 0-5-0 _ 8-0-0 _ (LIVE LOAD) 0-7-0 RAFTER �� RAFTER SLOPES < 4:12 = L/240 2X6 N1 FL 13-4-0 RAFTER SLOPES > 4:12 < 12:12 = L/180 10-2-0 --�10 I I CEILING JOIST = L/240 10-9-0 I IT IS TI4E RESPONSIBILITY. OF IIHE BUILDING DESIGNER AND W2X4 I I TRUSS FABRICATOR 10 REVIEW THIS DRAWING PRIOR TO CUTTING 11-10-0 I I LUMBER 10 VERIFY THAT ALL DA'I A, INCLUDING , DIMENSIONS 11-11-0 11-4-0 AND LOADS, CONFORM TO THE ARCHITECTURAL SPECIFICATIONS 13-11-0 - - =_j AND FABRICATOR'S TRUSS LAYOUT. / W 1.5X3 MAXIMUM CLEAR SPAN. 2X4 DIEM -FIR STANDARD �-� P.— I REOUIRED IF RAFTER NOT SUI''1'OR'ICD AT END Z CEILING JOIST RAI"'IER— _S�LOPE <4:_12 _ SLOPE > 4:12 PVT <_tZ_?— CEILING JOIST LIVE LOAD (PSF) 16 16 30 30 16 16 30 30 DEAD LOAD (PSF) 10 Is 10 15 10 15 10 15 5 DURATION FACTOR 25% 25% 15% 15,11. 25% • 25% 15% 15% 1.00 RAFTER SIZE GRADE --MAXIMUM CLEAR SPAN -- 2X4 #1 FL 9-2-0 8-7-0 7-11-0 7-5-08-11-0 INS111111E. 387 D'ONUrillO ITR., sllllr 200• IIAIIIt1RI, VI S77191, FUR sArciy PRAOICES PRIUR 0-4-0 7-10-0 7-5-0 1= 0-9-0 2X4 SS FL 9-6-0 8-1I,0 0-5-0 _ 8-0-0 _ 9-3-0 0-7-0 8-2-0 7-10-0 9-0-0 2X6 N1 FL 13-4-0 12-6-0 10-9-0 10-2-0 _ _ _ 12-3-0 11-6-0 10-9-0 10-3-0 13-11-0 2X6 SS FL 13-11-0 13-1-0 11-10-0 11-4-0 12-0-0 11-11-0 11-4-0 10-10-0 13-11-0 FOf CALIFG`�4� -O/ JACK DETAIL REF DATC rev 7/15/98 DRWG C0101 -ENG •VARIIING•• 1RUSSES REOUIRE L'XIREIIL' CART: UI IIANIILIN6, Sllll'1'llni, INSIALLIIIG ANTI URAL111G. O O t= O O O RErCR 10 1110-91 WANKING INSIALLUIG Atilt PrArl#46), rUOLISIIEII BY IPI (TRUSS, r1.A1C t=AUS INS111111E. 387 D'ONUrillO ITR., sllllr 200• IIAIIIt1RI, VI S77191, FUR sArciy PRAOICES PRIUR IU PCRrORHING midi ruNCIIONS. LRJLr.SS OIIII.RVISE INDICAIED, IUP.CIIURD SIIALL NAW[ PRUIVILY Op ATIACNCD SIRUCIURAL PANELS AND DUIIUH CIIUIID SIIALL IIAVE A PRUrERLY A1IACIIED RIGID CEILING. 1= ..IHPORIANI— rURNISII A COPY Or 11115 DCSIr,N 11) 111E INSIALLAIIIR+ CONIRACIUR. ALPINE o ENGINEERED PRODUCIS, INC. SHALL NOT BC RCSI'UNSIDLC FUR ANY DCW1.muN rP.UH IUIs UEsIGuI oO ANY FAILURE IU BUILD III[ IRIISsrs IN CIX+FURIIAtia Willi Trio UR IwIDLIIUr.. S111PPNor. INSTALLING AND BRACll1C. Ur TRUSSES. DESIGN C11tA'IINNS villi API'I.ICABLE rruvlsluus IIF lolls p NIAIIONAL DESIGN SPECIrICAIItRi ruAL SIIED BY 111E AMERICAN rURESI AND rAPLR ASSIJ IAInwNcO Ur ASAI A653 11,1177 GALV. Slrrl. As InnsD. AND Irl. ALPINE CONIIECIORS ARC HAK 204A EXr.EP1 MTLY CONNECT RS lU EACII rACC Or TRUSS AND. UNLESS UIIIr.RWISE IOCAIEII UN AILS DEIGN. OO rUslllm CEINNLCIORs PER DRAWINGS 170. 150 Mill 160 A•r. All pswir1P's sr AL (RI IIII:. DRAV1114 APPLIES UNLY III NIC KSIGN IR' IIIL IRUSS DEPICIEU IICRC MND SIIALL IIU. Br IrU EL1E 0 O p 1= U O U'llt IN ANY OIIIER WAY. FOf CALIFG`�4� -O/ JACK DETAIL REF DATC rev 7/15/98 DRWG C0101 -ENG (0tttUU�3CO-DtKUtK / JnKTIYt - A-1 L.UMN) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 14EBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. 4X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2-0-0 Ij L�c--2-0-0-1-j 7-2-0 7-2-0 l_ 7-2-0 I 7-2-0 I 14-4-0 Over 2 Support R-585 W=5.5" R=585 W-5.5" +8-0-0 PLT TYP. Wave TPI 95 R Design Crit: UBC STD UBC 18.2f3 CA 1 F Scale =.375" Ft. Longfellow Lumber ••IIARNING•- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND p 0VLS �O 89 Loren Avenue, Chico CA 95928 8RACING. REFER TO 819.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ♦� � TC LL 16.0 PSF REF R427--94455 INSTITUTE, 563 O'Ot1OFRIU DR .. SUITE 200, MADISON, HI 53719). FOR SAFETY PRACTICES PRIOR TO 1Wu PERFORHRIIG THESE FUNCTIOtIi. U11LES5 OTHERWISE INDICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED ,`�Q'� W. �yar TC DL 10. 0 PSF DATE 03/28/03 STRUC TUq AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RICIO CEILING.�- -IMPORTANT •• FUR II ISM A COPY OF THIS OESIGO TO THE INSTALLATION CONTRACTOR. ALPINE ENGIIIEERED W S ��ar *' T B C D L 7 . D P S F D RI.1 CAUSR427 03087001 PRODUCTS. INC. 5HALL NOT BE RESPONSIBLE FOR All 0EVIATIOII FR ON THIS DESIGN: ANY FAILURE TO pC C.at r 'O ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPR: OR FABRICATING, PROVISION SHIPPING. INSTALLING AHD B C L L 0.0 P S F CA -ENG N A H/ CIBC x BRAC I:G OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF I:DS (NATIONAL DESIGN `W, SPEC Fl CAT 1011 PURL ISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AIIO TPI. ALPINE COi111EC TORS APE MADE OF 20GA ASTM A653 CR40 GALV. STEEL. ?KEPT AS VOTED. APPLY CONNECTORS TO TOT. LD. 33.0 PSF SEON- 67222 EACH FACE OF TRUSS. AND UIILESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER f(, %�' C10. �` Alpine Engineered Products, Inc. RESPODIAWIIISIBtLOITT SOLELYTFORHE SEAL ON THE TRUSSIS DRAWING COMPONENT DESIGNTES SHOWN�EPTANCE OF PROFESSIONAL THE SUITABILITY AND USEIOFETHIIS ` OFCAuTQ�� OUR -FAC . 1 . 25 FROM ED Sacramento, CA 95828 COMPONENT ANNSECTIOIIU CLAR BUILOIIIG I5 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ASIlSPACING 24.0" JREF- 1S1F427_ZO1 0 0 M 0 z a w w z H ci -z w w z a 10 Co yC 0 11) O 0 (btKGU3Zb-dtKbtK / JHKYNL - A -'Z UIKU L1-PLYJ) TOP CHORD 2x4 DF -L nl BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard :W3 2x4 DF -L fl: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD AT 24" O.C.: SIMPSON HUS26. SEE SIMPSON CATALOG C-2003 FOR MORE REQUIREMENTS. 6X6= PHIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24" OC. BC @ 72" OC. GIRDER SUPPORTS: 26-0-0 SPAN TO 8C ONE FACE AND 2-0-0 SPAN TO TC/BC SPLIT OPPOSITE FACE. 3A14(00K) = 3A14(dbK) X2-0-0 I_ 4-1-5 F-3 -0-11 ^SFE 3-0-11 = 4-1-5 I 7-2-0 II 7-2-0 I 14-4-0 Over 2 Supports R=3399 W-5.5" R=3266 W=5.5" Fl PLT TYP. Wave TPI 95\R Design Crit: UBC STD UBC 18.2f3 CA 1 - F Scale =.375" Ft. Longfellow Lumber '•DARNING•• TRUSSES REQUIRE EIITREME CARE IN FABRICATION, HANDLING. SHIPP111G, INSTALLING AND eQTE $1 89 Loren Avenue, Chico CA 95928 BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUB LIQ SHED BY TPI (TRUSS PLATE T` 07Y'! TC LL 16.0 PSF REF R427 94456 1115T1 TUTE. 503 O'ONOFRID DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO �l PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ��, •��Q`n Hq1c TC DL 10.0 PSF DATE 03/28/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y 6 •'IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ERCINEEREO W Mar 8 r m BC DL 7.0 PSF DRl•1 CAUSR421 03087002 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING-. INSTALLING A110 ALPINE 6RACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 11D5 (t14TI011AL OESIGR AY U r �o BC LL 0.0 PSF CA -ENG PTAH/CWC x SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE * * _ COt1NECTORS ARE HAD, OF ZOGF ASTM A153 GR 90 GAL Y, STEEL, ERCEPT AS NOTED. APPLY C01111ECi0R5 TO TOT. LD. 33.0 PSF SEON- 67247 EACH FACE OF TRUSS, 1110 UNLESS OiHER,41SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER CrjN t+m, � P g, ORAUINGS 160 A-2. THE SEAL ON THIS DRAW114G INDICATES ACCEPTANCE OF PROFESSIONAL ENG111EERING Q�4A�,`O DUR .FAC . 1.25 FR 01`1 ED Alpine Engineered Products, Inc. R,svoxslBlL lrr SOLELY FOR THE TRUSS COMPONENT DE SIGN SHOWN. THE SUITABILITY ILtTY AIID USE Of THIS Y Sacramento. CA 95828 COMPONENT FOR AMY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. SPACING 24.0" JREF- ISIF427_ZOI .i 0 C> 0 1 00 .1 CD tUtKGUJeb-btKAtK / SHRYNL - 8-1 COMN TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC, 4X4= THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIVERSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24" OC. BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X6 (Al) = 3X6 (A1) = 3X4= LE2-0-0:,1 LE2-0-0�;1 6-9-14 1 6-2-2 _1_ 6-2-2 I 6-9-14 I 8-10.10 'T 8-2.13 1 8-10-10 I_ 13-0-0 I 13-0-0 1 26-0-0 Over 2 Supports R=968 W=3" R-972 W=5.5" PLT TYP. Wave TPI 95 R Design Crit: UBC STD UBC 18.2f3 CA - 1 F Longfellow Llunber " MAR HIM G'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANOLIUG. SHIPPING. INSTALLING AND QFE $1Q TC LL 16. 0 P S F 89 Laren Avenue, Chico CA 95928 BRACING. REFER TO HIO -91 (HAHDLIIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I kJ� INSTITUTE. S83 D'OIIOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUII[TlONS. UIILESS OTHERNISE INDI[FTEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED ��� y ary TC DL 10.0 PSF STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y �S~ 9�iP '•IMPORTART " FUR141SH A COPY OF THIS DESIGN TO THE IHSTALLATIOII CONTRACTOR. ALPINE ENGINEERED Q Mar PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEYIATION FROM THIS DESIGU: ANY FAILURE TO V 45 8C DL 7. 0 P S F BUILD THE TRUSSES IN CONFORMANCE NIiH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7ALPINE BRACIIIG OF TRUSSES. THY[S OES1G11 CONFORMS KITH APPLICABLE PROVISIONS OF HDS (NATIONAL DESIGN BC LL 0.0 P S F SP EC IF ICATf011 PUOLISHED BTHE AHERICAII FOREST AHD PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE RADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONVECTORS TO TOT. L D . 33.0 P S F EACH FACE OF TRUSS. AND UIILESS O. CRN ISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �jy CIVIL � __.___- DRAWINGS 16 A -Z. THE SEAL ON THIS DRAUING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIIIEERING '�7J� M CA"c . D U N FAC- 1.25 Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COHPOIIENT DESIGN SHONII. THE SUITABILITY AID USE OF THIS yI l Sacramento, CA 95828 COMPONEIJT FOR ANY PARTICULAR BUILDIIIG IS TXE RESPONSIBILITY OF THE BUILDIIIG DESIGNER. PER AIISI/TPI 1-1995 SECTION 2. SPACING 24.0" Scale=.25"/Ft. REF R427--94457 DATE 03/28/03 DRW CAUSR427 03087003 CA -ENG NAH/CWC SEON- 67258 FROM ED JREF- 1S1F427_Z01 .-I 0 0 J is 0 Go M CD m m N 0 O .4 O OtKLRU340-01LKOtK / Z1"KTINt - LJLatJ is -2 UIL/Set LI-Fl- TOP I-PL TOP CHORD 2x4 DF -L ;/I&Bet. BOT CHORD 2x4 DF -L #1&Bet. WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TRUSS SUPPORTS 24" GABLE OVERHANG AND 10 PSF FACE MATERIAL. (T) 2x4 DF -L #1&Bet OR BETTER -TOP CHORD BLOCK TO BE ATTACHED AT CHORD OVERLAP AREA WITH 2X4 ALPINE PLATES @ 24" OC. BLOCK MAY BE SPLICED AT ANY POINT ALONG DOUBLE TC WITH 3X4 PLATES. 6X4= [HIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GOLLETIN1001 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 3X4 (A1) = 3X4= 5X4= '— T- 0 0 3X4== 3X4(A1) 1<2-D-0-1— 11-1-12 _I 1-0-0 1— 1- 6-9-14 I_ 6-2-2 ,I_ 6-2-2 _1_ 6-9-14 F 5-7-1 ')` 5-6-12 1 3 8 4 'T 5-6-12 1` 5-7.1 I 1_ 13-0-0 I 13-0-0 I 26-0-0 Over 3 Supports R=393 W=3" R=2830 1'I=3.5" R-736 W-5.5" Note: All Plates Are 1-11.5X4 Except As Shown. PLT TYP. Wave TPI 95 R Design Crit: UBC STD UBC 18.2f3 CA 1 F Longfellow Lumber "NARIIING`• TRUSSES REOUIRE EXTREME CARE 111 FABRICATIOII, HANDLING. SHIPPING. INSTALLING AND �FESSI 89 Loren Avenue, Chico CA 95928 INSTITUTE.REFER 58 3 D'ONOFRI18 I DRHANSUITE INSTALLING N1101TBRAC53T). PUBLISHEFOR D BY PRPI ACTI(TAUC ES PRIORATE ���(T��� O�'t� TC LL 16.0 PSF PERFORFIING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �Ay` ��Q�� W. Cy�yE TC D L 10.0 P S F STRUCTURAL PAIIELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURIIISH A COPY OF THIS OESIGII TO THE IIISTALLATI011 CONTRACTOR. ALPIIIE ENGIIIEERED Q i Br H r BC DL 7. D PSF PRODUCTS. INC. SHALL NOT BE RESPORSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO the V 45 r - BUILD THE TRUSSES III CONFORMANCE UITH TPI; OR FABRICATING. HAHOLIL'G, SHIPPING. INSTALLING ARD ALPINE BRAC 111G OF TRUSSES. THIS DESIGN COLIFORMS WITH APPLICABLE PROVISIONS OF ROS (IIATIONAL DESIGN BC L L 0.0 P S F SPECIE ICATI0" PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAT 1011) AND TPI. ALPINE * * TOT . L D . 33.0 P S F COINIECTORS ARE RADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS ilOTE D. APPLY CONVECTORS TO DRAHIIIGSE 160 FR2. ATHE USEALSOIOII TH I SISE DRAWING IDDICAT-c SON SACCEPTAUCE POSITION PROFESSIONALR ENGIIEERING % C1YIL s Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEIlT DESIGN SHOHR. THE SUITABILITY AND USE OF THIS�OFCAL�F� DUR . FAC . 1 . 25 Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE OUILDIUG DESIGNER. PER An51/TPI 1-3995 SECTION 2. SPACING 24. 0" Scale=.25"/Ft REF R427--94458 DATE 03/28/03 DRVI CAUSR427 03087009 CA -ENG MAH/CWC SEON- 67298 FROM ED JREF- 1SIF427_ZOI H 0 C=) Fy 0 a a w CTy C.7 z 0 a (DtKUVJCO-DtKUtK 7 JMKTIVt - U -J MUMV/Mir La'Snl L1-rLYI) TOP CHORD 2x4 DF -L #1 ;T2 2x4 DF -L #1&Bet.: BOT CHORD 2x4 DF -L #1 14EBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC 6 X 8 [HIS URG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. #1 HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24" 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" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPHO502. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. 4X4= 3X10= 6X6= 1.5X4111 1.5X4, T2 5 r— (A) (A) 3-I4-4 }8 JII 0 3X8= 2 5X4= 1 5X4111 5X4= 3X14 (B3) = 6X6= HS2512 (c2-0-0>1 1* 4-1-13 3-4-4 _is 4-7-15 _I, 4 7 15 _1E 4 7 15 4-6-3 _1 I 8-0-0 T 4 2 0 T 4 7 15 'T 4 7 15 4 6-3 =1 f_ 8-0-0 _I_ 18-0-0 1 26-0-0 Over 2 Supports R=2170 W=5.5" R=2392 I.1=3.5" PLT TYP. High Strength, Wave TPI 95 R Design Crit: UBC STD UBC 18.2f3 CA 1 F Scale =.25" Ft. Longfellow Lumber 89 Loren Avenue, Chico CA 95928 "WAR01116— TRUSSES REQUIRE EXTREME CARE III FAORICATION. HANDLING. SHIPPING. INSTALLIIIG AU0 BRACING. REFER TO HIB -93 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. HADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY A77ACHEO RIGID CEILING. `•I FIPORTANT`•FURNISH A COPY OF THIS DESIGNTO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IIIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO Q w A S~`p \ W Z M r kc V h'� yfj i � `Gr+X r TC LL TC DL B C D L 16.0 10.0 7 PSF PSF . 0 P S F _REF R427--94459 DATE 03/28/03 -- D R14 CAUSR427 03087004 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PURL ISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AIID TPI. ALPINE * E*' * BC LL 0.0 PSF CA -ENG NAH/CWC SEQN- 67343 Alpine Engineered Products, Inc. Sacramento, CA 95828 EACHCONI1ECTORS ARE MADE OF 20GA ASTH A653 GR40 GAL:'. STEEL. EXCEPT AS NOTED. APPLY COII14ECTORS TO COF TRU FAE SS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SI/TPI1-1995 SECTION CIn� OFCA��E�� s V TOT. LD. 33.0 PSF OUR FAC. 1.25 FROM ED _ SPACING 24.0" JREF- 151F427 ZO1 (UI:KbL)JZo-btKOtK / J,HKYIVt - LY"tJ 15-4 Li -rel TOP CHORD 2x4 DF -L #1&Bet. :T2 2x6 DF -L SS: BOT CHORD 2x4 DF -L #1&Bet. WEBS 2x4 DF -L Standard IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (G) THIS AREA OF TRANSITIONAL GABLE TRUSS SUPPORTS 24" GABLE OVERHANG AND 10 PSF FACE MATERIAL. (*) LATERALLY BRACE INSET TOP CHORD BY ATTACHEMENT TO NAILER AT EDGE OF LOWER ROOF DIAPHRAGM, OR WITH PURLINS 24" OC. 3X4= In1J uwu YKLrARtu rKUr1 LurIrUILK Inrui (LUNU3 G U1rIL1131UNa) autim I1Eu o1 -u— nrn. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DI4G GBLLETIN1001 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 3X4 (Al) = 3X8= 3X4= 3X4(A1) �z-o-owl —6-8-0 19-4- 13-0-0 I_ 26-0-0 Over 2 Supports R=791 1.1=3" R=224 PLF W=12-11-8 Note: All Plates Are W1.5X4 Except As Shot -in. PLT TYP. Wave TPI 95 R Design Crit: UBC STD UBC 18.2f3 Longfellow Lumber "WARNING" TRUSSES REQUIRE EY THEME CARE Ill FABRICATION, HANDLING, SHIPPING. INSTALLING AND 89 Loren Avenue, Chico CA 95928 BRACING. REFER TO HIB -91 (HAIIDLIIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'OHOFRIO OR., SUITE 200. MADISON, UI 57719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAIIELS. BOTTO11 CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •' IMPORTANT '• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIOII CORTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPORSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ALPINE BRAC IIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICAT 1011 PUBLISHED BY THE AMER ICAII FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EY.CEPT AS NOTED. APPLY CONIIECTORS TO EACH FACE OF TRUSS, AIID UIILESS OTHERWISE LOCATED 011 THIS DESIGN, POSITION CO"NEC TOES PER DRAWIIIGS 160 A•Z. THE SEAL On THIS ORAl11NG INDICATES A[[EPTAIICE OF PROFESSIONAL ENGIIIEERInG Alpine Engineered Products, IIT C, RE 5PON 5181 LITT SOLELY FOR THE TRUSS COMP ONE in DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Sacramento, CA 95828 COMPONENT FOR AIIY PARTICULAR BUILDIIIG IS THE RESPONSIBILITY OF THE BUILOIllr DESIGNER. PER AIISI/TPI 1-1995 SECTION 2. 1<2-0-0DJ -0-0 CA 1 F �QLO S/Oy � TC LL 16.0 P S F TC DL 10.0 PSF Mar � BC DL 7.0 PSF � r * BC LL 0.0 PSF t1Y1� � TOT -LD. 33.0 PSF �OFCAI���Q� DUR.FAC +B-0-0 Scale=.25"/Ft REF R427--94460 DATE 03/28/03 D R W CAUSR427 03087005 CA -ENG NAH/CWC_ SEON- 67333 FROM ED JREF- 1S1F427_Z01 . _1_25 SPACING 24.0" — +B-0-0 Scale=.25"/Ft REF R427--94460 DATE 03/28/03 D R W CAUSR427 03087005 CA -ENG NAH/CWC_ SEON- 67333 FROM ED JREF- 1S1F427_Z01 -4 rH 0 0 0 M 00 CCT a r -I 11) O W N O lor•n-- corm / can VA1C . rnrci r_l rn-col r1 -CII Vl\ THIS DUG PRFPARFD FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L ,#1&Bet. :T2, T5 2x6 DF -L SS: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L #'1&Bet. WEBS 2x4 OF -L Standard SEE DWG GBLLETIN1001 FOR MORE REOUIREMENTS. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24" OC, BC @ 72" OC. (*) LATERALLY BRACE INTERIOR FLAT TC WITH END JACKS AT 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. GABLE FILL AREA OF DUTCH HIP TRUSS SUPPORTS 24" GABLE OVERHANG AND 10 PSF FACE MATERIAL. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR, SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF BOSTON HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS FROM LEFT END TO 32-0-0. TRUSSES. SEE "WARNING" NOTE BELOW. 10 PSF BC LIVE LOAD PER UBC. X4=5 3X4= - 5r ,5 C� l 5X6= 5X6= 3 X 6 3X6 s�- 3X6 3X6 T2 TS (") 5 (*) (*) (*) 5 3-9-11 8-0-0 5X8= 7X6= 4X6= 5X6= 5X6= 4X6= 4X6= 5X8= 3X6(A1) = 3X8= 4X6= 3X6(A1) 4X6= 06= 2�°-�°J 2-0-0 SIE 22-0-0 I_ 5-0-0 4-7-4 5 0 0 4 11 8 5-0-8 I 5-0-0 _1, 4-5-8 ic 3-6-8 1 5-0-0 _1 _1,3-4-12 (c 8-4-12 4.7-4 5 -O -o I 4-11-8 II -7.05 0 8 5-0-0 I 4 5 7-I 8-6-8 10-2-4 I 14-4-4 I 1 12-10-4 8-6-8 I 46-0-0 Over 3 Supports R=912 1•,=5.5" R=392 PLF W-20-0-0 R=740 ll=5.5" Note: All Plates Are 1'11.5X4 Except As Shown. PLT TYP. Wave TPI 95 R Design Crit: UBC STD UBC 18.2f3 CA 1 F Scale Longfellow Lumber ••WARIIIHG' • TRUSSES REQUIRE EXTREME CARE III FABRICATION, MANDL IIIG. SHIPPIIIG. INSTALLING AIID TPI PLATE Q •`�� TC LL 16.0 PSF REF R427--94461 89 Loren AVentle,ClllCoCA95926 BRACING. REFER TO H18-91 (HARDLING IIISTALLIIIG AND BRACING). PUOLISHED BY (TRUSS IIISTITUTS. 561 D'ONDFR10 DR.. SUITE 200, NAD 15011, 111 53719). FOR SAFETY PRACTICES PRI—TO �� y �j TC DL 10.0 PSF DATE 03/28/03 PERFORMING THESE FUNCTIONS. UIILESS OTHERWISE IIIOICATED. TOP CHORD SHALL HATE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, h �� DRW CAUSR427 03087010 ••[NP ORTAIII— FURNISH A COPY OF THIS DESIGU TO THE INSTALLATION CONTRACTOR. ALPINE EHGINEEREO W 118 8 STT 45 zo BC OL 7.0 PSF PR ODUCT I. IIIC. SHALL NOT BE RESPOIISIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO GUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 119 I— BC LL 0.0 PSF CA -ENG NAH/CIJC ALPINE BRACING OF TRUSSES. THIS DESIGU CONFORMS KITH APPLICABLE PRDVIS10115 OF 1105 (NATIONAL DESIGN SEON- 67467 SPECIFICATION PUBLISHED BY THE AHER ICA N FOREST AND PAPER ASSOCIATION) AIID TPI. ALPIIIE TO TOT. LD. 33.0 PSF CONIIE CT0R5 FRE RADE OF 20GA AS TH A6I3 GR40 GAL V. STEEL. EYCEPT AS IIDTED. APPLY CONNECTORS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THII D-SIGI;. P051T I0 CINNIECTORS PER CIVIC �� � ---•— ------ DUR .FAC. 1.25 FROM ED DRAIIINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Or PROFESSIONAL ENGIIIEERIrIG OFCAt�F�0. Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOIIH. THE SUITABILITY AND USE OF THIS _--__ SPACING 24-0" JREF- 1S1F427_ZO1 Sacramento. CA 95828 C014PONE11T FOR AIIY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. C:> 0 0 J 0 a a w w c� z 0 a -r (BERG0326-ULKULK / JHI(TNL - L -e L.UMN TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #11 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. ** DO NOT TURN TRUSS END FOR END. ** 5X6= 4 X 4 ,reo 1-- I AAne R n1A1FNCInNS1 CIIAMTTTFn RY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24" OC, BC @ 72" OC. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 1.5X4111 4X6= 3X8= 3X4= 1 . 5 X 4 III 3X6 (Al) = 3X6= 5X4= 4X6= 3X6 (Al) _ ?-°�°-< 2-0-0 12-2-12 I. 3-4-14 8-1-11 _ 4-°-1 7-5.6 7-5-6 7-4-15 8-1-11 (c 8-1-11 4-0-1 3 4-14 7-5-6 7-5-6 7 4 15 1 23-0-0 I 23-0-0 _I 46-0-0 Over 3 Supports R-264 W=5.5" R=1840 W=5.5" R-1156 W=5.5" PLT TYP. have TPI 95 R Design Crit: UBC STD UBC 18.2f3 Longfellow Lumber '.WARMING• TRUSSES REOUIRE EXTREME CARE III FABRICATIOII. HAIIDLING. SHIPPING, IIISTALL114G AND BPAC IIIG. REF EP TO HIB -91 (HAIIDLIIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE i hal 89 Loren Avenue, Chico CA 95928SAFE�pN Ff INSTITUTE, SB3 O'DNOFP IO DR.. SUITE 200. 11AOISOIJ, WI BJ7l9). FOR TY PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '� A 'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE ]IISTALLATION CONTRACTOR. ALPINE ENGINEERED W I 45 7 .,IMPORTANT— INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGI!: ANY FAILURE TO r Cs Sul LO THE TRUSSES III CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND EV ALPINE BRACIIIG OF Tp USSES. THIS DESIGN COLIFORMS WITH APPLICABLE PROVISIONS OF IROS (NATIONAL DESIGN SPECIFICATION PUBO SHED BY THE AHERICAII FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASH A655 GRAO GALY. STEEL. EXCEPT AS VOTED. APPLi COIINECTORS TO 4P. ���t. EACH FACE OF TRUSS. ALIO UIILESS 07 HERNI SE LOCATED ON THIS DESIGN. POSITION COIINECTORS PER DRANIFIGS 160 A•2. THE SEAL ON THIS DRAW IIIG IIID ICATES ACCEPTANCE OF PROFESSIONAL ENGIIIEERIGG OFCAI�F� Alpine Engineered Products, IOC. RESPONS IaIU TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AIISI/TPI 1-1995 SECTION 2. +8-0-0 CA/ -/1/-/ / - /F TC LL 16-0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT .LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.125"/Ft. REF R427--94462 DATE 03/28/03 DRW CAUSR427 03087006 CA -ENG NAH/CWC SEQN- 67408 FROM ED JREF- 1S1F427_ZO1 0 C> 0 (BERGO3Z6-BtKGtK / JHKTNt - L, -J L.UI.114 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 5X6= -- ,.— 11-1n1n nor,., t ---TCD 1110117 n nenc x nTt4FNCTnNSI ;IJRMITTFO BY TRUSS HFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24" OC. BC @ 72" OC. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. rr I. 2X4 III 4X6= 3X8= 3X8= Zx4 UI 3X6(A1) = 3X8= 4X6= 3X6(A1) 2-0-0 °�-8 - 2 -12 � _I' 8 1 11 7-4-15 7-5-6 7-5-6 7-4-15 8-1-11 23-0-0 I 23-0-0 I _J 6-0-0 Over 3 Supports R=132 14=5.5" R=1810 W=5.5" R-1317 N=5.5" 'LT TYP. Wave TPI 95 R Design Crit: UBC STD UBC 18.2x3 pct Longfellow Lumber "HARMING.• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND Q� FESS 4. BRACING. REF EA TO NIB -91 (HANDLING INSTALLING AIID BRAC ItIG). PUBLISHED BY TPI (TRUSS PLATE .x 89 Loren Avenue, Chico CA 95928 INSTITUTE. 583 D'OIIOFRIO OR., SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO \p{� w Fy PERFORMING THESE FUIICTIOIIS. UNLESS OTHERIiI SE 114DICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PhNELS. BOTTOM CHORD SHALL HAVE A pR OPERLY Ai TACHED RIGID CEILING. Lu Z P ^ "'IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 5 r a PIT OOUC TS, INC. SHALL 1107 BE RESPOIISIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO cc V BUILD THE TRUSSES 111 COT'IHIMANCE WITH TPI: OR FAD RICATI JIG. HANDLING. SHIPPING. INSTALLING AND A L P 1 N E BRACIIIG OF TRUSSES. THIS DESIGII CONFORMS WITH APPLICABLE PROVI510115 OF LIDS (NATIONAL DESIGN c+W SPECIF ICATIO(I PUBLISHED BY THE AHER ICAC: FOREST A1:0 PA Ell ASSOCIATION) AND TPI. ALPINE CONVECTORS ARE MADE OF 20GA ASTH A653 GRAD GAL V. STEEL, EXCEPT AS NOTED. APPLY COHIIECTORS TO f civ` EACH FACE OF TRUSS. AND UNLESS OT HER VI LOCATED 011 THIS OESIGD. P051710.4 CoI111EC r0R5 PEa T c OR Ai11NG5 160 A-2. THE SEAL 011 THIS DR A111NG INDICATES ACCEPT AII[E OP PR OF E55101IAL ENG RIEERING �As �i�t``OQ, Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR TILE TRUSS COMPOIIEI17 OESIGN SHOWN. THE SUITABILITY AIID USE OF THIS A��fi P SacrainCTITO. CA 95828 COMPONENT FOR AUY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDI0 BESIGHEP. PER ANSI/TPI 1-199= SECTION 2. 8-0-0 CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT. LD. 33.0 PSF DUR.FAC. 1.25 _ SPACING 24.0" Scale =.125"/Ft REF R427--94463 DATE 03/28/03 DRI^) CAUSR427 03087008 CA -ENG NAH/CWC S.EON- 67412 FROM ED JREF- ISIF427_ZOI C:) 0 J (UtItbUSZb-tltKbtlt 7 ]01KTIVC - U-1 L.171-II4) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. 4X4= r.c �,,.- �„ro.oro co�u cn.,nuTro --T inAnc z nTt4cNClnur1 VIRMITTFn RY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. L-2 - 0 - 0--j Ll ----2-0-0 �c 6-8-0 6-8-0 1 6-8-0 I 6-8-0 _I 13-4-0 Over 2 Support R-552 N=5.5" R=552 W=5.5" }8-0-0 PLT TYP. Wave TPI 95 R Design Crit: UBC STD UBC 18.2f3 CA 1 -/ F Scale =.375" Ft. Longfellow Lumber "HARIIING" TRUSSES REQUIRE EXTREME CARE IN FABRICATIOII, HANDLING. SHIPPING. IIISTALLIIIG AIID P� �y TC LL 16-0 PSF REF 8427--94464 69 Laren Avenue, CluCO CA 95928 BRACUIG. REFER TO RIB -93 (HANDLING INSTALLIIIG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE CoQ 7� IItSTITUTE. 563 D'ONOFRIO DR., SUITE 200. MADISON. NI 57719). FOR SAFETY PRACTICES PRIOR TO �Q3� TC DL 10.0 PSF DATE 03/28/03 PERFORNIIIG THESE FU17[T10115. UIIL ESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ti S~ qoA c STRUCTURAL PAH ELS. 0OTI H CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILUIG. h \ _ "IMPORTANT°"' F.URIIISH A COPY OF THIS DESIGN TO THE IRSIALLATION COIITRACTOR, ALPINE ENG UIEf REO Q Ma B S,r,^ BC DL 7 .O PSF DRIJ CAUSR427 03081007 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AIIY DEVIATION FROM THIS DESIGN: AIIY FAILURE TO ,lee N 84 r v,a BUILD THE TRUSSES III CONFORHAHCE AITH TPI: OR FABRICATING, HAIIDLIRG. SHIPPING, INSTALLING AND ALPINE BRACIIIG OF TRUSSES. THIS DESIGII CCOFORMS WITH APPLICABLE PROVISIONS OF HOS (NATIDIIAL OESIGII 42003 * BC LL _ 0.0 PSF CA ENG NAH/CIdC SPECIFICATI 011 FUBLISHE0 BY THE AHER ICAN FOREST AND PAPER ASSOCIATIOtI) AND TPI. ALPIIIE CONNECTORS ARE MADE OF 20CA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONVECTORS TO TOT. LD. 33.0 PSF SEON- 67381 EACH FACE OF TRUSS, AND UNLESS OTHER41SE LOCATED ON THIS DESIGN. POSITIOII COURtC7OHS PERJ' CIYlDRAWIIIIGS 1. Alpine Engineered ProductS,InC. RESPOIISIBILITY SOLELY IFOR STHE TRUSS ICOMPOVENT DESIGHTSHOUN�cPTATHE SUITABILITY OAND USE 01 DUN. FAC. 1.25 FROM ED 'I I01 THIS �fEaFCA��F�R� _ Sacramento. CA 95828 COMPONENT FOR ANY PARTICULAR BUILDI::G IS THE RESPONSIBILITY OF THE BUILDING DESICHEH, PER SPACIhIG 24.0' JREF- ISIF427_Z01 ANSI/TPI 1.1995 SECTION Z. 0 g 12 —7 4 or greater PITCHED TRUSS TOP CHORD TEMPORARY BRACING MINIMUM PITCH DIFFERENCE SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LBJ TOPCHORD DIAGONALBRACE�; SPACING(DBs) . #trusses SP F SPF F U to 32' 4/12 8' 20 15 Over 32'- 48' 4/12 1 6' 1 10 7 Over 48'- 60' 4/12 1 5' 1 6 4 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 Continuous Tnnc:hnrri Lateral Brace trusses. RenuirPri 32 of t/ 10" or Gr( Attachm Requirec Top chords that are laterally braced can bucIde together and cause collapse if there is no diagonal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are at- tached to the topside of the top chord. A WARNING: Failure to follow these recommendations could result in I' severe personal injury or damage to,trusses or buildings. A SCISSORS TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM PITCH DIFFERENCE TOPCHORD LATERALBRACE SPACING(LBS) TOPCHORD DIAGONALBRACE SPACING(DBJ #trusses SP/DF I SPF/HF Up to 28' 2.5 7' 17 12 Over 28'- 42' 1 3.0 1 6' 9 6 Over 42'- 60 3.0 1 5' S 1 3 Over 61 See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir Continuous Tnnchnrri Lateral Brac Required 10"orG Attachmen Required Top chords that are laterally braced can bucide together and cause collapse If there is no diago- 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. All lateral braces lapped at least 2 trusses. or Frame 3 `45o 12 X _45o 12 � 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. BOTTOM CHORD TEMPORARY BRACING SPAN MINIMUM PITCH BOTTOMCHORD LATERALBRACE SPACING(LB) BOTTOM CHORD DIAGONALBRACE SPACING(DBI) [#trusses) SPIDIF SPF/HF Up to 32' 4/12 15' 20 15 Over 32'- 48' 4/12 1 15' 10 7 Over 48'- 60' 4/12 1 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ,AV c -%V All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE A WARNING: Failure to follow these recommendations could result in A I severe personal injury or damage to trusses or buildings. Temporary cross bracing at each end of the building Sk, and repeated at WEB MEMBER PLANE Frame 4 -zlAWARNING: Do not attach cables, chains, or hooks WARNING: Do not lilt single trusses with spans to the web members. A greater than 30' by the peak. Approximately Approximatell 1/z truss length 1/2 truss length Tag Truss spans less than 30' Line Spreader Bar, Toe In Spreader Bar Toe In Approximately 1/2 to 2/3 truss length Less than or equal to 60' 1/2 to 2/3 truss length Less than or equal to 60' Toe In MECHANICAL INSTALLATION Tag Lifting devices should be connected to Strongback/ Line the truss top chord with a closed-loop Spreader Bar attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of thetruss. 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 - Tag I rary bracing is installed. Line Tag Line Toe In At or above mid -height Tag Tag Line Line Strongback/ Spreader Bar Ap10, proximately 2/3 to 3/a truss length Greater than 60' A 10' I 10' 2/3 to 3/a truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended A Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR 1°'truss of group of tr Frame 2 GROUND BRACING: BUILDING EXTERIOR Typical vertical attachment Typical horizontal tie member with )tfuss of braced ,up of trusses (EB) 2x4/2x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir m The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least — twotrusses. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of thetop chord when purlins are attached to the topside of the top chord. =as° End diagonals are essential for stability and must be duplicated on both ends of the truss system. Continuous Top Chord Lateral Brace T Required 10" or Greater I Attachment Required — 2p,(D1 10 Trusses Spp/NF 2 o,c o1\eo 3�/ WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- 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. All lateral braces lapped at least — twotrusses. =460 End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOPCHORD TOPCHORD DIAGONALBRACE MINIMUM LATERALBRACE SPACING(DBs) SPAN DEPTH SPACING(LBJ [#trusses] SP DF SPF/HF Up to 32' 30" 1 8' 16 10 Over 32'- 48' 42" 1 6' 1 6 4 Over 48'- 60' 48" 1 5' 1 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir m The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least — twotrusses. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of thetop chord when purlins are attached to the topside of the top chord. =as° End diagonals are essential for stability and must be duplicated on both ends of the truss system. Continuous Top Chord Lateral Brace T Required 10" or Greater I Attachment Required — 2p,(D1 10 Trusses Spp/NF 2 o,c o1\eo 3�/ WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- 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. All lateral braces lapped at least — twotrusses. =460 End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: ACAUTIONiaentifids safe operating prac- tices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° It is the responsibftofthe 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 propey. 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 orfloor. These recommendations are based upon the collective experience of leading technical personnel in the wood truss CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad - Avised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. DANGER: A DANGER designates a condition' Awhere failure to follow instructions or heed warr►- ingwill 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 severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe 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 should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE 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 E supported on blocking to prevent excessive lateral bending and lessen moisture gain. AWARNING: Do not break banding until installation begins. Careshould beexercised in banding remov- al to avoid shifting of individual trusses. AWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ACAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properlybraced. Donotbreakbands until bundles are placed in a stable horizontal position. EADANGER: Walking on trusses.which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 MONO TRUSS TOP CHORD TEMPORARY BRACING i i i Truss D(ft) 12" TOPCHORD 1' 24" TOP CHORD DIAGONALBRACE 36" MINIMUM LATERALBRACE SPACING(DBs) SPAN PITCH SPACING(LBJ [#trusses] Misplacement Line 72" 1-1/2" S DF SP HF Up to 24' 3/12 1 8' 17 12 Over 24'- 42' 3/12 1 7' 1 10 1 6 Over 42'- 54' 3/12 1 6' 1 6 1 4 Over 54' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. PLUMB 12 3 or All lateral braces lapped at least 2 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. INSTALLATION TOLERANCES D(in) i i i Truss D(ft) 12" Depth 1' 24" D(in) i 2' 36" i i Lesser of 48" 1" D/50 or 2" f 1/4 Maximum Plumb Misplacement Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" T W. 2" 8' 108" 2" 9' OUT -OF -PLUMB INSTALLATION TOLERANCES BOW Length L (in) t ,/4 Lesser of U200 or 2" L (in) � L (in) T........::::::::::::::::::::.... t y4 Lesser of U200 or 2" L(in) U200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) 0200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES DANGER: Under no, circumstances should AWARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 Butte County Building Division ✓1 7 County Center Drive Oroville, CA 95965 EsCWW# 214361 TB Agricultural Statement l d O 10Z661 l09 '0N/OZ; 9l '1S/lZ; 9l HOZ 9Z 8 (inn) UIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Rccorded I "C FEE i6.Q Df County I BUTTE CAMAM J. GRU1383 I Recorder RO9DM DICKSON I O9cis�uS.M03 I Page i of 4 A311VA 01W H08J AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUHZING DIVISION 7 COUNTY CEWTERDRIVE OROVILL% CA 93965 -,,lN3btT(3 AGIUCULTURAL 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 permiL 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 proper(+ situate in the County of Butte, State of California, described as follows: •�-� � 444 Date_ AUGUST 2.1, 2003 PROPERTY OWNERS: WILLIAM P. SHRYNF DORIS. J HR E State of California County of BUTTE On AUGUST 21, 2003 before me, MICHELLE A. MILLER, NOTARY personally appeared WILrx,ANLp. BHRYNE MD LORIS J SHR1't[B Dersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that he/sheAhey executed the same in his/her/their authorized capacity(ies), and that by his/her/their slgnaturc(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WrMESS my*i and off W seal. Z d 01OZ661109 'ON/OZ, 91 '1S/1Z:91 SOOZ .9Z 8 Oni) 4 HCHELLE A. NOIR P owand slon 013514M N to y PuDkkC is W10 pun � APIs. 6, �OOd• A3 IVA OIW W08J ALTA OWNERS POLICX (REGIONAL EXCEPTIONS) - EXHIBIT "An THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND ;S DESCRIBED AS FOLLOWS; FARCEL I: PARCEL 4B,.AS SHOWN ON THAT CERTAIN AMENDED PARCEL MAP, RE RDED IN THE OFFICE OF THE RECORDER OF THE COMMTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 25, 1990, IN BOOK 117 OF MAPS, AT PAGE (S) - 61 AND 62. BEGINNING AT A POINT IN THE CENTER OF THE CUL-DE-SAC AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN BOOK 111 OF MAPS AT PAGE 90, OFFICIAL RECORDS, BUTTE COUNTY RECORDERS OFFICE, SAID POINT BEING THE SOUTHWEST CORNER OF PARCEL 3 OF SAID PARCEL MAP AND ALSO BEING MARKED BY A 1/2 INCH PMAR TAGGED L. S. 4085; THENCE NORTH 06 DEG. 08' 41" EAST, 62.56 FEET; THENCE NORTH 28 DEG. 48' 32" WEST, 101.74 FEET; THENCE NORTH 40 DEG. 00' 4811 WEST, 9S.39 FEET; THENCE NORTH 31 DEG. 59' 30". WEST, 91.00 FEET; THENCE NORTH .30 DEG.. 02' 18" WEST, 90.77 FEET; THENCE NORTH 17 DEG. -45' 20" WEST, 90.47 FEET; - THENCE NORTH 00 DEG, 55' 09" WEST, 47.52 FEET; THENCE NORTH 08'DEG. 41' 30" EAST, 56.13 FEET; THENCE NORTH 36 DEG. 07' 29" EAST, 73.06 FEET; THENCE NORTH 44 DEG. 20' 18" EAST, 53.86 FEET; THENCE NORTH 71 DEG. 46' 35" EAST, 30.14 FEST; THENCE SOUTH 87 DEG. 42' oi" EAST, 31.54 FEET; THENCE SOUTH 54. DEG. 15' 04" EAST, 114.94 FEET AND THE END OF THIS DESCRIPTION. APN 072-250-044-000 BARSM. LII: A RIGHT OF WAY FOR ROAD PURPOSES OVER A STRIP OF LAND 30 FEET IN. WIDTH LYING WESTERLY OF AND ADJACENT TO THE WESTERLY LINE OF PARCELS 1, AND 4. OF THAT CERTAIN PARCEL MAP. RECORDED AUGUST .26, 1988, IN BOOK 111 OF MAPS, PAGE 90. PARCEL III: A NON-EXCLUSIVE RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 2 AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED AUGUST 26, 1988, IN BOOK 111 OF MAPS, PAGE 90. CONTINUED £ d 010Z661109 '0N/0Z:91 '1S/ZZ; 91 £OOZ 9Z 8 (3f11) h311VA 01W W0dJ ALTA OWNERS POLICY (REGIONAL EXCEPTIONS) DESCRIPTION — CONTINUED PARCEL IVs A 60 FOOT WIDE- NON—EXCLUSIVE RIGHT OF WAY 'FOR -ROAD AND PUBLIC UTILITIES PURPOSES LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWEST CORNER OF SECTION 161TOWNSHIP 19 NORTH, RANGE S EAST, M.D.B. &:M..; THENCE NORTH go DEG. 07' 12" EAST ALONG THE NORTH LINE OF SAID SECTION 16, 607.29 FEET TO AN IRON PIPE TAGGED L.S. 4085; THENCE LEAVING SAID NORTH LINE, SOUTH 01 DEG. 17, 08'" EAST, 2209.07 FEET TO AN IRON PIN TAGGED L.S. 4085, SAID PIN BEING ON THE NORTH LINE OF.HURLETON ROAD; ZHENCE SOUTH 88 DEG. 22' 11" EAST, 107.74 FEET TO THE CENTER OF AN EXISTING GRAVEL ROAD NAMED KIM LANE AND THE TRUE POINT OF BEGINNING FOR THE 'HMRXN DESCRIBED CENTERLINE; THENCE FROM SAID POINT OF BEGINNING, ALONG SAID CENTERLINE, NORTH 11 DEG. 18' 14" EAST, 24.52 FEET; THENCE NORTH 54 DEG. 02' 53" WEST, 161.06 FEET; THENCE NORTH 03 DEG. 29' 09" EAST, 400.29 FEET; THENCE NORTH 32 DEG. 16' 461, WEST, 306.85 FEET; THENCE SOUTH -83 DEG. 49' 02" WEST, 136.78 FEET TO AN IRON PIN TAGGED L.S. 4085, SAID PIN BEARS SOUTH 14 DEG. 15' 35" EAST, 1474.23 FBFT FROM SAID NORTHWEST CORNER OF SAID SECTION 16 AND THE END OF THIS DESCRIPTION. b d OlOZ661105'ON/OZ:9l'1S/ZZ:9l Mz 9Z 8 MI) A111VA GlW N08d August 20, 2003 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Shryne SFD Dear Mr. Vieira: County of Butte- FINAL REVIEW Jurisdiction Appl. No.: 03-1144 LP2A Job No. 203015-006 Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents: 1. Plans: Two (2) copies plan sheets 1 through 8 dated February 2003 by Berger Construction. 2. Structural Calculations: Two (2) copies dated February 15, 2003 and two (2) copies revised calculations dated .August 1, 2003 by Frank James Pursell, Civil Engineer. 3. Title 24 Energy Compliance Documentation: Two (2) copies dated March 24, 2003 by Alvis Heating and Air. 4. Truss Calculations: Two (2) copies dated March 27, 2003. Two (2) copies revisions dated April 22, 2003 by Longfellow Lumber Co., Inc. One (1) copy Truss letter dated April 21, 2003 by Jim Pursell, P.E. These documents were reviewed only for their conformance to the 2001 California Building, Plumbing, Mechanical, and Electrical Codes. We have no further plan review comments. Therefore, we are recommending approval of the above noted items. The above documents now bearing the "LP2A Plan Review Approval' stamp on all appropriate sheets are enclosed. Please let us know if you have any questions. Thank you. Sincerely, LINHART PETERSEN POWERS ASSOCIATES 4�,)07 Reoger ersoS.E. Richard N. Essenwanger Structural Engineer I.C.B.O. Plans Examiner PK/RNE:ag enclosures a LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX(916)725-8242 0 Toll Free (877) 235-0653 777777'3. x :, u i.1 is I'