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HomeMy WebLinkAbout079-080-067�� 02-03SG PRAT17R, RON 126 HART I_N., O CONT: I ' z , I. -,R �p N ' - +13R W/GARAGE 02-2010 INALEI PRENATT, RICHARD rl� 91 126 HART LN., OROVILLE CONT: RON PRATER NEW SINGLE FAMILY W/GARAGE ow NOTES RESIDENTIAL • �� 036-800-067 ,? ,',02=20104 r PERMIT NO.._PRENATT,,RICHARD 126 HART LNT, OROViLLE' }` �. �., CONT: RONYRATER ' `. ,'• t NEW SINGLE FAMILY W/GARAGE,; .K a, SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY I USE.PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER .1 CHECKED BY OFFICE COPY - T - Address - _ . t t.1 GAS Meter By Dat ELECT IC Meter Date JOB FINALED (Date) • ' Signature 114.f ----C V=OK Electricity; MH Test -Crossovers -Breakers -Clearances D _ Not OK . Drain; MH Test -Fall -Flex Connector -•= Not Applicable; MOBILE HOMES = Not Ready 7. Date MOBILE HOME UTILITIES (Plans) OK except #'s Gas and Electricity Tagged 1. Zoning Requirements -Setbacks -Easements Tie Downs -Type -Installation Cert. 2. Soils; Special MH Support Sketch Exits; Insp.-Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect s 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 12. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'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 P, 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 P, = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL Date rfloor (Plans) OK except #'s Card B-1 Date oning-Setbacks-Easem s-Floo lope Date t , Main; Soils-Elec. rn Ftg. Depth Fig., Garage; Soils-Steel-Elec. Grnd.z/ tg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Ste alts, Garage; Steel-Blockouts-Wrapped ondersate Drain & Overflow, Size & Grade old owns and Special An hors ,lab, Steel -Wrapped 8. Piers- 'replace Ftg.-Steel V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 1 er Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Carders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. A;cess & Ventilation 16. Insulation Date,'/ nL Cari B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date /PLUMBING (Permit) OK except #'s 7. - er Htr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection D .; Test Fittings & Anchor -Nail Protection Stjwer Pan; Test, First Floor -Tub Access L2f. TesyTub &Shower, Second Floor -Tub Access �2!�Gae Pipe; Sixe & Anchors Date Card 3-1 Date Card B-1 Date Card 3-1 Date Card B-1 Date kLECTRICAL (Permit) OK except #'s /2Z' Fi) re & Transformer Clearance -Ins. Protection & Switches at Doors & No. of Conductors 3x Installed Close to Edge of Studs & C.J. ip. Ground made up w/Meth Fasteners -Bond Gas & Water p2e2 Aorcliance Circuits in Kitchen & Conductor Size GFI 29__Subteed-Wn-Srze�ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Rang= Circle/ / ga Cu AI -Oven Circ. JL)/ ga&e or At Insu". ed Neutral es ID No vice -Riser Conductors & Ground Main Disconnect Equ'p Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light 3AeoOlmoke Detector (Single & Duplex) Date Card B-- Date Card B-1 Date Card B-1 Date Card B-1 Date MYXHANICAL (Permit) OK except #'s Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection A.C. Ducts Insulation & Support Elec. & Mech. Equip. Listed for Location ant Fen, Exhaust above insulation 6 Zsulation-Foam-Looked in Attic a ss Construction -Post Caps ondersate Drain & Overflow, Size & Grade oor Drainage & Wood -Earth rn e• -Vent Access -Comb. Air -Return Air Vent 115 outlet 82. 9 is Ac:ess & Platform if Furnace in Attic Finish t C. Unit Disconnect, Electrical -Plumbing ,65�lertt�Above 86.ical, Roof, Plbg-Appliance-Fireplace-Clearance to Openings ' a Plumbingical, Plumbing xter' Elec. Trim, G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date_ -FRAMING (Permit) OK except #'s Sit., Proper Materials & Anchors W s Stlds-Nailing Spacing & Braces -Plates -Sound ArZ—Bearing Walls over Girders & Floor Nailing Dnt StoD in Walls (rat proof) F' Stop3, Furred Ceilings -Stairs -Chasers -Tubs 4,45*0'Headers - Beams -Size & Bearing Date FRAMING (Continued) H rs-Post Caps -Anchors -Connectors ling. Joist-Rttr. Ties-Purlin-Roll Brac ting.-Rfng. X18-finep - eleseTT s -or Type?t Flue -Fireplace Throat Clearance. (P9 Mfic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 0. . Windows or Exiting Doors -Sill Ht. & Dimensions 91 . Garage Fire Protection Framing J iS�rty Line Firewall & Openings 5,3._4 -.Doors -One 3' -Check Garage 3rd Story, 2 Exits 54"9tairs Wad1t�H_eadroom-Rise- Run- Land ing-Fire Protection 5 ywood on Roof Overhang -Attic Vents -Ratter Outriggers Siding -Nailing Veneer .&'&_9f"eeo-Mesh-Brig Screed -Fd. Venis-Underflr. Access Lat3.- ing Area -Glass Protection -Skylights -Plastic - 1"k 7 hear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulati 62. I nfiltratton-Walls-Windows Date Card B. Date Card B-1 DatJ Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s teps-Door & Sidelight Protection -Landings Smoke Detector 5. nate Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection edroom Exiting F.I Bath Fixtures & Tub Access -Spa 68—'91-ec. Trim & Subpanel, Breaker Sizes & Labels Lairs & Rails 7D- Fireolace or Stove Clearance -Hearth 17_U-,M-ec. Outlets at Wood Panel, Int. & Ext. �jfAt"Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7q,,�utlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure ��uct i , ge- amper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection Elec. & Mech. Equip. Listed for Location c. Receptacles in Garage (F.F.I.)-Romex Protection 6 Zsulation-Foam-Looked in Attic a ss Construction -Post Caps oor Drainage & Wood -Earth Clearance Looked under Floor 17 Yes 82. / Following Instld./Driv es, llwalks Y J No/Planters Yes ]tQb Finish t C. Unit Disconnect, Electrical -Plumbing ,65�lertt�Above 86.ical, Roof, Plbg-Appliance-Fireplace-Clearance to Openings ' a Plumbingical, Plumbing xter' Elec. Trim, G.F.I. Receptacle -Underground Ventil tion Throughout House lass Protection J90. Corr from Previous Inspections as jple Meters Tagged, Gas -Electric a Sewer Connected -C/O to Grade -HD Approval Ene ompliance Certificate -Other Certificates ddress Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 4 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 - —=— CORRECTION NOTICE (SWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact_ this office immediately. Date REV Inspector r,....y ra. e�.�'�^^�',xn'x�.�.n'C^"'°.""�,�.Y++`°.r".uw�1w`�vcw�.."" �Y�•„-•1cC'-...w-fa�MN`%''R•,rr.-V.s�r-�-�+i--•'[ COUNTY OF BUTTE` BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA •;(530) 538-7541 n 'CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date REV 10/92 1, ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541PERMIT O. (Rev. 12/96) APPLICATION AND PERMIT �°� ASSESSOR PARCEL NUMBER 036-800-067 ZONING AR BUILDING PERMIT OWNER PRENATT RICHARD 916-9188-7759 TELEPHONE SO. FT. OCC. BUILDING VALUATION 1703 R 91,962-00 OWNERS MAILING ADDRESS 8706 GAINES496 U CONTRACTOR'S NAME RON PRATER TELEPHONE 1534-9230 239 `.Ov CONTRACTORS MAILING ADDRESS P.O. Rny PATERM0, CA 9996R .116, CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total valuation $ 103.99 .00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 563.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $424-75 BUILDING ADDRESS Energy Plan Checking Fee s23.00 PERMIT FEE $ 1121.25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 .00 USEOFSTRUCTURE SF I1 Duplex ❑ Mobilehome ❑ Other S'F' Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each gas water heater or vent 15.00 5. GG TYPE OF WORK New CK Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY W/GARAGE Gas piping system 1 - 5 outlets 15.00 5.00 Buildingsewer 15.00 5.00 Mobile Home S G W @20.00 PERMIT FEE $ 150,00 ELECTRICAL PERMIT Fling Fee 20.00 E 0v OR LE Main Service 200, 0R LESSSS 23.o0 3.00 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 iaj6force and effect. /�j� �/ j d License Class Lic. No. !!kj L/ i OWNER -BUILDER D CLARATION 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' cc m ns tion �i e•ncu arrier and policy number are: Carrier � _ '!"""1A \ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundre d ars ($100) or less.) ❑ I certify that ' p ormance of the work for which this permit is issued, I shall not emplo a - pe on in any manner so as to become subject to workers' compe s tion ws f C 'fornia, and agree that f I should become subject to the worker cc n rovisions of section 3700 of the Labor Code, I shall forthwi ly it a provisions. X Date _ G (/� Signature cfi Appllc nt - 0,,Qwner Contractor ❑ Agent An OSHA permit is required for excava Ions over 60" deep and 96 moliticK or construction of structures over 3 stories in height. TO Main Service 200A 1000A 46.00 NEW CONST. DWELLING CUP. S0 OCCU OR ADONS. ( a ACC. BLDS. 3.5QFT. 6, 96 NNON R.,.T. MULTI.OUTLET @7.50 POWER APPARATUS d SINGLE OIlfLET CIR. OUTLET OR FIXTURES � I'50 Fj(• OCCU 20 00 Ex. Occup. OUTFIXLETS A oEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $119.96 MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling Hood 6.50 6.50 Ventilation 1 4. Gas Fireplace k5.00 PERMIT FEE S 76.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3/4 CONST. TYPE VN TO AL FEE $ 1513,12 H,z. D. FEES F D cD p ISSUE This permit is hereby issued under of the Butte Coun Code and/or Indic above for' hich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do been paid. Date q(DI,174 work FRecTeiptNo. 360648 $527.75[/ HI.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA' 95,965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET G1 ,, OWNER: �R./� ASSESSOR PARCEL NUMBER -7� � `�"', `� Proposed Building Use: ) Counter Technician: Date: 7 - a& Items required in order to apply for a permit. All boxes MUST be checked OR ma ed NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed,4y the preparer of the plans. J,2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 1 5. 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 foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans anddcalcula tons in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wei-si ung ed�by' he 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. , Date Received By RA -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. Hazardous Material Form...................:........................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Or -14., Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ Statement of Intent for Non -heated and A/C Buildings ............................................ Sanitation and plot plan approval from the Environmental Health Dep rtment in �7. City of Chico Plumbing permit .......................... ........... .......... Ili 18. California Department of Forestry plan approval C1paid. Sent by: I 6 ..�.... - �'OZ�T1� l7 19. Planning approval for (A) Use: ��(B)Parking: ' (C Parc I Check: _ S- p� 2 ' (� Contact Land Development about ❑ Improvements, ❑ Drainage .............................. Q V'2 I' 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ �.��i -(�L ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... meq, 26. -Letter of Signature authorization.................................................................... ' Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... I ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H.-Title/St tement of Facts, ❑ Letter from Legal Owner,;❑ Check to H.C.D. $ ❑ 31. Other: �. When issued Telephone and hold for pickup. I have been infor t a ove ' e s and requirements for obtaining a build] ]perm' . Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ hone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised'of thea ve to bb! Ili' phone, ❑ mail, ❑ cou e , y Date: CJ Plans reviewed by: / %Date: ' (� L- Plans approved by: Date: Structural reviewed b Date: Structural approved by: Date: O 0 7 - Note transfer by: Date: Yellnw' Ftnildino nivicinn COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER � b Ull_X/ Ay PROPOSED BUILDING USE 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES ' /' (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) //ll Residential ...................... x $360.00 = $ ✓ V Units Commercial (sq. ft'.) ............... 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) V_Q7.-_ SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. 06340 . St�2) DATE RECEIPT # DATE REC. ?)(_p06q 7- Z-6)/ At time of permit application,, was a sed ve fees are required to be paid prior to issuance of the building permit. These fees may be changed during the p ces . 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 relay 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. 6/00) s " BUTTE COUNTY.SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District { Lv bv' Y Building Department No. A.P. Number ' k z Jurisdiction: City County Property Owner V Property Location/Address Subdivision Lot No. O Residential Development w................ _.......... ..... .... _._:.._._.._._................................ _............ Sq. Footage �fJ No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): Commercial/Industrial New ( Ji Building Dep rtment Representative 0 Addition imoor rians reviewea ov scnooi uistnct District Identification No. -DA Sq. Footage Date School District certifies that \\ (Applicant) (Street Address) (Phone Number) tom" Sul i�l `i lv Cp (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing �G GC �j square feet. Qq - W -Q S- (Including Exterior Roofed Areas) by payment of $ IFAB 2926 $ FULL MITIGATION $ 1�5 - School District Representative Date Paid by Check # $ Remarks: Ci G "' 1 L41-7 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 (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm 1 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY 2 d Owner: � Building Permit Number: Plans Examiner: Martha Christy A. P. Number: —�®� 0(P 7 GENERAL: Zoning requirements — (number of permitted living units). 2 Plans signed by the designer. 3 Proper description of work on the application. 4 Existing violations on the property. - Recorded notice of violation. �OT uilding permit valuation. PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. 6. Special conditions on Par Map: Noise E] SRA [Y Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ ,,7� Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: X Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). �. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling 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 ceiling height of not less than 7 feet measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area 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). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which 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 into a bath g11". 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 section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). y>!Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 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. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must 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 center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. 4: Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). �! Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof ,construction details complete enough to construct building. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). ,Porch header size(s). ( 11.)Typical header size(s). P. Stud heights. P%High expansive soil — special foundation design required. Retaining walls requiring design. Gypsum wallboard nailing inspection required. J !If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net 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. Alternatively, certification may be provided 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 floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. ,1.?' 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. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy design compliance and supporting documentation. ,:i7l�CDF responsible area requirements. BUILD G PERMIT REQUIREMENTS: 1. SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. ' • Page 2 of 2 • PROJECT PROCESSING RECORD Applicant: Owner: A.P. #: (gy p (0 % Permit Work Description: 25f,., I L Date Description of Step or Status Lon— CERTIFICATION OF INSULATION. WHITE - Builder Copy, Green - Builder Copy, Yellow - Customer Copy, Pink - Attic Copy, Gold - File Copy ADDRESS OR TRACT SACRAMENTO BUILDING CONTRACTORS, INC. 1..:._L07 _ # 11 ' ff� 1309 MELODY -ROAD, MARYSVILLE, CA 95901 LIC#202026 ❑605 S. AUBURN STREET, GRASS VALLEY, CA�95945-LIC#202026 l . 3881 BENATAR WAY, SUITE A, CHICO, CA 95928 LIC#202026 ❑ 8924 AIRPORT ROAD, REDDING, CA 96002 LIC#202026 /,..j��- � �I DATE INSULATION COMPLETED ( 3 SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BATTS ,& BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF-. OCFOCF' BAGS _f p 7. R -VALUE APPLIED R -VALUE APPLIED MIN.INSTALLED R -VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUAREFOOT INSTALLED THICKNESS KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R -VALUE " MANUFACTURER f FIBERGLASS BATTS OCF • AIR INFILTRATION SEALANT MATERIALFACT MANU UFR y ._ = F W�R GRACE r �f � THIS IS TO CERTIFY HAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS SIGNATURE - INSULATION CONTRACTOR TITLE DATE log, i& INA + U SIGNAPUR - E ERAL ONTRAC OR TITLE _ DATE REMARKS . tet, : � I •.�.• . • ; .. ., ., WHITE - Builder Copy, Green - Builder Copy, Yellow - Customer Copy, Pink - Attic Copy, Gold - File Copy F(&(-- x/36-.-6-1 MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Re: Manufactured Trusses Ron Prater -Hart Lane December 31, 2002 I have reviewed the trusses and find them adequate. This review included checking that the loading on the trusses met minimum UBC requirements and that the trusses spanned the required lengths, that the required bearing area was supplied, and that the loads from the trusses were adequately transmitted to the foundations. Thank you for your patience and consideration. Yours, My 4._ r A. 1 /• LONGFELLOW LUMBER CO. INC. ERic.'�iePL ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: Address: 14 qP-7' OF -01111 -LC AP# F:,%V-Lz> C -C Job No: A AR -7— 2,410 C ENGINEER Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 ICBO-ES Report 5352 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 r- 170 1?13 GABLE END DETAIL SiRONGBACK INAIL 10 LEDGE; (BRACED AT 55' LEDGER (NAIL 10 VERTICAL V/2-IOd NAILS) (K) SPACING FO; REFER TO Sl PRODUCT ATI A35 IN FI ( TATS DMF, PREPARED FROM COMPUTER INPUT (LOAUS 6 DIHENSIONS) SUDHITIEU BY IRUSS MIR. (M) 2X4 F.L. OR N.F. 12 OR BTFSIP.ONGOACK BRACE (PI) PEAK PLATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES. (HI) )EEL PLATE 10 MATCH COMMON TRUSSES. (0)OPTION TD WEB RATING: USE (3)-2' VIRE SIAPLES (0.072 OIA./15 GA.) TDENAILEO THRU CHORD INTO WEB 6 IIIRU VEB INTO CHORD ON ONE FACE FOR A TOTAL OF6 STAPLES. (PI), (Sl ) L (HI ) MUST BE PLATED. (G) GABLE ENO DESIGN BASED ON 75KPH WIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN 1,EIG4r. BRACED AT 55' D.0 (C) IX4 CONTIMIOIIS LATERAL OPACIIIG FOR BRACE ( STRUIIGOACK ) MENDER, LONGER THAN 72'. ATTACH AT HIOPUINT CIF EACH GRACE 1/2-Od CC(NIHOII NAILS. 24' MAX >, / GABLE NOTE: CIIOPDS TO BE 2X4 FIR-LARCII 42 Hill. NOTE: MITIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED D.C. ALSO. PLATE MAX. WEB LENGTH IX3• 2-8-0 2X4• 8-1-0 3X4• 13-6-0 OUTLOUKER ONLOOKER C?ITERIA 3.5' MAX. 17P. 110101 9 24' O.C. 1.5' MAX. 12• Hill 24• MAX 2X4 F.L. LLHDER GRADES MAX. LENGTH WITIIGUT BRACING ( M ) MAX. LENGIH W/ STRONGOACK BRACE (S) STANDARD 5-11-0 II -10-0 STUD 6-7-0 13-2-0 13 6-7-0 13-2-0 12 7-0-0 15-6-0 11 II L BETTER. 7-9-0 7-9-00596% w- I(P CUM SS 7-9R III IN- pm ITY ITMENT PLT TYP. Wave TPI -95\11 Desi n CriLerIa: TPI -95 STD O O O Q O� T nT r�--E tyl.�l 1 1\1 L 1 `1 TRUSS O O O Q Q O O O ••YARNING•• TRUSSES R[OUIRE [IIR(M[ CARE IN FABRICAIIOq, HANOIIIG, SNI►IING, INSTALLING AID NRACING. REFER 10 HIG•91 (HANDLING INSTALLING AND 9AACING), ►UBIISNEO IV IPI 11AUS S PIAT[ IN SI ITU I[. SN) 01OROFI0 DR., SUI IE 200, MAO ISOM.YI SS/191, FOR SAFETY FAACIICES PRIOR 10 /[RFOININO THESE fUIC110N1. UIl[Sf O1H[RYISE INOICAI[D,TOP CHORD SNAIL NAZI PROPERLY ATTACHED SIRUCIURAL PANELS. NOTION CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELIIG. ••IMPORIANT•• FURNISH A COPY OF THIS DESIGN 10 INE INSTALLATION CONIRACIOR. ALPINE ENGINEER PROOUCIf, INC. SNAIL N01 9[ RE SPONSIBL( FOR ANT DEVIATION FROM THIS DESIGN: ANY FAILURE 0 NUIIO IN( IR US IN COIFOINARCI YIIN 1►I: OR fANRICA11I0, MANGLING, SHIPPING. INSIAllA110N NRACIIG OF TRUSSES. THIS DESIGN CONFORMS YIIN APPLICABLE PROVISIONS OF NOS (NAIIOIAI 0(SIGN StICIFICAIION ►UBLElSIT019 Y IMI AM[RICAN FOAEfI ANO PAPq ASSOCIAfiON) AND V I. ALVIN( CONIACN!CIORf ARE MAO[ OF 0GA ASTM A((S CR S1 OAI Y, SI[(l, (ICE►1 Af N01T 0. A►PLY CONNECTORS 10 DRAYINOS(1)O,IIfOSAIDAND IEONA[FS OARTNVISt [ROIR[(I`SiIO f[AINONITINISDESIGN. DIAYINGPOSITION AIfII[fCOMlYCIORIMIIDISIGN OF IME TRUSS 0(►ICIED ETRE AND SNAIL NOT DI RELIED UPON IN ANY OTHER WAY. O (VQ ` VUrL tVQ r% Z w N0. ff CIVIL \P 9rFOFcnUEO�� T C L L T C OIL B C DL 0 C L L TOT -I-D. 15.0 0.0 50.0 - F P S F P S F P S F P S F R f9 . n LF DATE 03/19/98 DRW CD 1 T 2 S E O N - 25450 U111(.FAC . 1.15 FROM PITC SPACING -5-- /G - CLB WEB BRACE SUBSTITUTION T -BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR ' IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L—BRACING: BRACING METHOD IS DESIRED. APPLY TO EITHER SIDE OF WED T—BRACE NARROW FACE OR ATTACH WITH 16d NAILS AT 8" O.C. L—BRACE NOTES: BRACE IS A MINIMUM 80% OF WEB MENDER LENGTf1 THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE—RUN DESIGN WITH APPROPRIATE BRACING. T—BRACE L—BRACE WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L—DRACE SCAB BRACE 2X3 OR 2X4 l ROW 2X4 I -2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2X8 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) 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 WED. APPLY (1) SCAB TO EACH FACE OF WEB. PLA►C PRIOR PROPS CCILIF ALPINI DESIGI HANDL PROVI PAPER EXCEP TUTS 1 ACCEP Y ATTACHED STRUCTURALP •.IMPORTANT-• I'URN[SII .NGINECRED PRODUCTS, INC. ANY FAILURE TO BUILD TH( 1, SNIPPING, INSTALLING An INS OF NDS (NATIONAL DCS SSOCIATIOH) AND TPI. ALP11 AS NOTED. APPLY CONNECI I IGN, POSITION CO„NCCTORS NCC OF PROFESSIONAL ENGI H(OVN. 111E SUIIADILI(Y n 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. SC BRACE IS A MINIMUM 130% OF WEB MEMBER LENGTH l FABRICATING, HANDLING. SHIPPING, INSTALLING LING AND BRACING), PUBLISHED BY TPI (TRUSS IAOISON, vl. 53719) FOR SAFETY PRACTICES OTHERVISE INDICATED, TOP CHORD SHALL HAVE TOM CHORD SHALL HAVE A PROPERLY ATTACHED F IS DCSIGN TO THE INSTALLATION CONTRACTOR. RESPONSIBLE FOR ANY DEVIATION FROM 11115 ONFORMA14CC VIIII TPI, OR FABRICATING, TRUSSES. DESIGN CONFORMS VITH APPLICABLE ION PUBLISHED BY THE AMERICAN FOREST AND ARE MADE OF 20GA ASTM A653 CR40 GALV. STEE ACC OF TRUSS AND, UNLESS 0111ERVISC LDCATCD 160 A -Z. MC SEAL ON THIS DRAVING INDICATES rISIBILIIY SOLELY FOR THC TRUSt COMPONCNT S C(IMPONCNT FOR ANY PAR11Cl' 9UILDING No. �� OF C BML IS DRA LL DL IM DL 93 LL — T.L D. Dl1R.FAC. SPACING P�A'G S�'kffj 579,640 SF ' EF- P*GIJbFSUBST. PSF DATE 06/25/99 PSF DRwG BRUBSUB0699 PSF -ENG MLH KAR PSF CALIFORNIA PERMANENT BRACING EXTENSI NS.O (S OPINE �I YPICAO� CHORD. (CONTINUOUS; TO FLAT) n / HIP PERMANENT, BRACING DETAIL CRIPPLE SUPPORT LAYOUT START OF TOP CHORD EXTENSIONS. (SLOPING SETBACK D -1SETBACK TO FLAT) I * I 1 * I m I il N 04111111 �III'I'�'I�II�.�� BRACED BAY *SE j V A BACK A ROOF SHEATHING. PERMANENT DIAGONALS FORM BRACED DAY. REPEAT AT ALL HIP ENDS. MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF PERMANENT DIAGONALS FORMING BRACED BAY AT THE WI HIP CAN BE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: 1) THE CONTINUOUS TOP CHORD PURLINS ARE ATTACIIED TO THE FLAT TOP CHORD OF THE q1 HIP. 2) THE END JACKS ARE SHEATIIED WITH PROPERLY ATTACHED STRUCTURAL PANELS.) SECTION -A—A FIELD APPLIED OR BUILT-IN CRIPPLES CRIPPLE IN PLANE CRIPPLE OF TRUSSES SPACING COMMON * SET BACK COMMON TRUSSES CALIFORNIA HIP SYSTEM TRUSSES �//1111P PITCHED AND SHEATHED B CIiORD 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 CIIORD, USING 3 — Od COMMON TOE NAILS OR 2 — 10d COMMON NAILS THROUGH FACE. I CHORD EXTENSION lam! (TYPICAL) SETBACK - U(B) PURLINS SPACED 24"O.C. TYP. (CONTINUOUS 2X4) (C) CRIPPLES SPACED 40" O.C. TYP. (D) BUILT-IN FILL CRIPPLES (HORIZONTAL MEMBER OPTIONAL) •■VARNING■■ TRUSSES REQUIRE EXTRE AND BRACING. REFER 10 HIB -91 (HANI PLATE INSTITUTE. 503 D'ONOFRIO DR., PRIOR 10 PERFORMING THESE FUNCTNJI PROPERLY ATTACHED STRUCTURAL PANT CEILING. rrIMPORTANTom FURNISH A ALPINE ENGINEERED PRODUCTS, INC. SI DESIGN) ANY FAILURC TO BUILD THE 1 HANINSTALLING AND PROVISIONS SHIPPING, I OF PNDS �(NATIONAL DES GI, PAPER ASSOCIATION) AND IPI. ALPINE EXCEPT AS NOTED. APPLY CONNECTOR Tills DESIGN, POSITION CONNECTORS Pi ACCEPTANCC OF PROFESSIONAL ENGINE //1 HIP GIRDER SECTION B -B BUILT-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER TO ORIGINAL, DRAWIN1:�� FOR CRIPPLE SPACING.(B) 11y21y31//41//51y8 SEE CA -HIP ENGINEERING FOR JACK TYPE USED. -NOTE: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER PLATE MANUFACTURER, NOR TRUSS FABRICATOR: PERSONS ERECTING THE TRUSSES ARE CAUTIONED TO SEEK ADVICE OF A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. * NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURATION FACTOR REQUIRED. THIS DRAWING REPLACES DRAWING CD110 CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING G INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS (VO F q�. TC LL B� LIF. BRACE TE UNLESS 0 11ERVII EINDICATED. TOP PRACTICES CHORD ALLNAVE �Q�� w �S y�, C DL ^ 69NA's AND BOTTOM CIIURD SNAIL IINSTAVC n PTION C Y RACTOQD RIGID ��,�y'Y OT THIS DESIGN 10 THC INSTALLATION CO ROM 11ilf W IN /4�, 0690 NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 11{IS IN CONFORMANCE VITA 1PII OR FABRICATING. O. OF TRUSSES. DESIGN CONFORMS VITH APPLICABLE 2 LL ICATION PUBLISHED BY THE AMERICAN FOREST AND ORS ARE MADE OF 20GA ASIM A69.1 GR40 GALV. STEEL * ❑T.L CH FACE OF TRUSS AND, UNLESS OIIIERVISC LOCAIED ON 'INGS 160 A-2. THE SEAL ON THIS GRAVING INDICATES SI IIILIIY ELY FOR TIII TRUSS JI CIVIL �P l9lF DUR.FAC. THISCOMPONENT FOR ANY PARTICULAR BUILDING IGHER PER ANSI/TPI 1-1995 SFCIIoNl 2, pf raUF sPnclNc am 2X4 y1 FL 9-2-0 8-7-0 - STANDARD JACK DETAIL 7-5-0'_- DRWG CD101 0-11-0 SPACING 24" O.C. 7-10-0 7-5-0 W 1.5X3 UCFI_CC71014 CRIICRIA: 9-G-0 8-11-0 0-5-0 (LIVE LOAD) RAFTER �� RAFTCR SLOPES < 4:12 L/240 7-10-0 9-0-0 (� RAFTER SLOPES > 4:12 < 12:12 a L/1130 12-G-0 _ 10-9-0 10-2-0 CEILING JOIST - L/240 12-3-0 II -.6-0 I I IT IS THE RESPONSIBILITY OF 1HE DIIILDING DESIGNER AND W2X4 2X6 SS FL i i TRUSS FABRICATOR 10 REVIEW THIS DRAWING PRIOR i0 CUTTING 11-10-0 11-4-0 _ LUMBER 10 VERIFY 71 -IAT ALL OA'1 A, INCLUDING. DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL SPECIFICATIONS 11-11-0 11-4-0 --_---T-[�•� AND FABRICATOR'S TRUSS LAYOUT, / W 1.5X3 MAXIMUM CLEAR SPAN. 2X4 HCM-1•'112 STANDARD REOUIRED IF RAFTER N01 SUPF'ORILD AT CND CEILING JOIST RAI"'ICIt SLUI'C S4:12 SLQPF > CEILING JOIST LIVE LOAD (PSF) 16 16 30 30 1(i 16 30 30 DEAD LOAD (PSF) DURATION FACTOR 10 15 IU 25% 25% 15% 15 IU 15 10 15 5�L 15%. 25%• 25% 15% 1BUTTE C"U T 79q�� BUILDING DEPARTMENT RAFTER SIZE GRADE --MAXIMUM CLCAI2 SPAN -- 2X4 y1 FL 9-2-0 8-7-0 - 7-11-0 7-5-0'_- DRWG CD101 0-11-0 0-4-0 7-10-0 7-5-0 0-9-0 2X4 SS FL 9-G-0 8-11-0 0-5-0 0-0-0 9-3-0 0-7-0 0-2-0 7-10-0 9-0-0 2X6 #1 FL 13-4-0 12-G-0 _ 10-9-0 10-2-0 _ _ 12-3-0 II -.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 7 13-11-0 I; C=:) O (= t= C� O O OO OATRUSS FCr(RWAR1IM—TO 111091 WANDLINGRUSSES IRC INSIALILIIGC 111'IRCA1:1o, P1 OLISIICII IRY1'IN (TRUSSUr1.AlI1_URALIIIti. INSlltllt(, �B7 D'ONOrR1O 11R.. SMIC 200, HAD111111, VI 5.1)191, rUP SArrIY I•PAI:IICCS 1'RII1N IO PCRrORHING II(CS( rIMCIIONS. tINLrss imit.RVISC IIDICAICU. HIP.C141RU SIIALL IIAVC PRlIVILY ATIACICD SIPUCTT R'tAL PANELS AND DUIIIIN C149111 SIIALL IIAVC A PRUrCRLY AI IACIICD RIGID CEILING. „_ �1�5" �"IVjy,�` ` yep 1� REF DATC rev 7/15/98 DRWG CD101 C=o oo l=o pp oo 0 o O o U o .111PORIAN1— rURNISII A CUPY or 11115 DCSIf11 111 111E INSIALLAIIIN CONIRACIOR, ALPINE CNGIN(ERED PRODUCTS, INC. SIIALL NO) R RCSI'UtISIDLC rUR ANY DCVI.%IIUN rP.(IN MIS DESIG141 ANY rA1�UPC 1O 110181 TIC IRI1SSCs IN CUNrUR11AtIC1 VIIII 1P11 ITR IWIM111., SIIIPPI .. IIISIALL NG AND IRAC * ur IRUSSCS. DESIGN cutd'IIRNs vim ArrucARL( rvl1VISIUIIS lir _IIIIS INAIIO"AL UCSIGN SPCCIr ICAII(RI PURLIS14:D 11 114: A14CRICAtI rlR1(SI Atm rAvLN ASSIN:IAI ItNII AND IPL ALPIIC CONIKCIORS ART.' HAUL Or 204A ASM A653 GNV GALV. SIEEL. r.x.(PI AS TIMED ArPLY CCRx4C1ORS lO rACN rAcc Or TRUss AND. ItK(SS ulrl:vlsr IUCAIEI tut �IIIC IlEr.IGN• ilewiiT ArrrLIC ((POLRS Y CIU 111 CVUCSIGNIo. IN'IsIIC Iin mo IRUSS DE iniu iILar I i ll ii ALLt 11131 111: ►•(LIEU tA'(►1 IN ANY OIII(R VAT. NO r Jr JACK DETAIL 'rC/yIL0o CIVIL CALIF R -\P Of 0 -ENG ' S—lCo -o/ r-0-1 T (PRAT1]02-PRATER RON / 126 HART LANE A-1 HIP/GIRD [2 -9 -SB) (2-PLYI) ------------ TOP CHORD 2x4 DF -L #18Bet. BOT CHORD 2x6 DF -L SS WEBS 2x4 OF -L Standard *** ADD'L LOADS PER TRUSS MFR *A'* --------------------------------- BC - From 528 PLF at 0,00 to 528 PLF at 13.00 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. SPACING OF SUPPORTS ORIGINATES FROM #1 HIP. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY DWG- BRCALHIPHO502. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD AT -24 O.C,: SIMPSON HUS26. SEE•SIMPSON CATALOG C-2002 FOR -,MORE REQUIREMENTS. 3 X 8 THIS DIIG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS I,1FR.. 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. 80T CHORD: 1 ROW @ 6" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TIMBER AT 19% MAX. MOISTURE CONTENT AT TIME OF ASSEMBLY OF TRUSS PLIES. DEFLECTION MEETS L1240 LIVE AND 1-/180 TOTAL LOAD. #1 HIP SUPPORTS 2-9-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 3X8-- X2 -0-0--J PLT TYP. Wave TPI -95 Longfellow Lmnbcr 89 Loren Avemle, Chico CA 95928 ALPINE Alpine Enginecred Products, 111c. Socramenlo, CA 95828 3X10(B3) 12 - 3 -12 --�- 4 - 2 - 4 —•_4 2 '4 --� I<-2 3 12 L_ 2-9-0 I 7-6-0 I 2-9-0 I I_ (`- 13-0-0 Over 2 Supports R=4144 11=3:5" R=3994 W=3.5" Design Criteria- TPI(STD)/UDC —WARNING"TRUSSES REOUInF EXTREME CARE III FABRICAFI00. HAIIBLING, SIIIPPI TIG, IOSTALL NO AIID BIC AC IML. RE FFR i0 1118.91 (IIAIIDLIIIG IISTALLIIIG AND BRACING), PUBLISHED BY '7111 (TRUSS PLATE INSTITUTE. SB3 D'OIIOFRI0 On., SUITE 200, MADISON. NI S3719), FOR SAFETY PRACTICES PRIOR TO PFRFOR 111116 THESE FUIICTIOtIS. UHI ESS OTHERNISE 1NDICATEO, TOP CHORD SHALL HAVE PROPERLY AT TAC MED STRUCTURAL PANELS, OOTFOLI CHORD SMALL HAVE A PROPERLY AITAUIED nIG1U CEIL IIID. PRIODUCTS. IIIC. SIALLII NOTABE 00ESPONSIOLE ESI THEGI1A10 TDEVIAIIONL FRO0t1 THOISTOESIGII:CNRACTO. AANY IIEFAILUREE TOOU BUILD THE MUSSES 111 CONFORMAUCE UITM TPI: OR FABRICATING, HARD1.111G. SHIPPING. In STALLING 1,110 BRACIIIG Of rRUSSES. 11115 OESIGII CONFORMS NI7N APPLICABI F. PROYISIORS OF LIDS (IATIDIIAL OESIGI SPf.CIFICATIOII PUBLISHED OY 111E AMERICAN FOREST ARD PAPER ASSOCIATIOV) ACID TPI. ALPINE COIIIIECIORS ARC MADE OF 2oGA ASTM A6S3 GR40 GALV. STEEL. CICCPF AS 11041). APPLY COINECTORS TO EAC II fALE OF TIC USS• AIIU "CIL ESS 0 HERNISE LOCATED 011 THIS DESIGN. POSITION CONVECTORS PER ORANIIIGS RESPONSIB R I:BOy SOLELY TFORS INICE E TRDSSICOIOIPOREIT DESIG ITSHONVLEPTA7NE E OFSU I7 AB PROTIL ESSIIYOAf1U USEIOFCTH1 15 COMPONENT FOR AIIY PARTICULAR BUILDING IS III( RESPONSIBILITY Of 111E GUILDING OESIGNER, PER ANSIfTPI 1-19SS SECI(ON 2. BUTTE COUNTY BUILDING DEPARTMENT C Ar -R w VaE075 " /F t �D,LD W, F tiF tic 9� Z Nov I. 2002 m r 0.6.s-005 rp E.p. 6 -3U -6.3u-2006* Asp clvh_ 9TF01P CALIFC�a TC LL 16.0 PSF TC DL 15.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT,LD. 38.0 PSF REF R427--86982 DATE 11/1.5/02 URW CnusR1127 OPM9002 CA -EMG MAH/GI-1H SEQN - 63310 DUR . FAC , 1.25 FROM CA SPACING 24.0" 9 J T (PRAT1102-PRATER RON / 126 HART LANE - 8-1 TMSC) TOP CHORD 2x4 DF -L #1&Bet. DOT CHORD 2x4 OF -L #1&Bet. WEBS 2x4 DF -L Standard :1.13, 1.14, N6 2x4 OF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 62 PLF at -2.00 to 62 PLF at 27.00 8C From 4 PLF at -2.00 to 4 PLF at 0.00 BC From 14 PLF at 0.00 to 14 PLF at 27.00 BC 100 LB Conc. Load at 14.25 (S)ATTACH A 2x4x6-0-0 OF -L #1 OR BETTER SCAB TO ONE FACE OF BOTTOM CHORD USING 2 ROIIS OF 10d BOX(.128"X3.00") NAILS SPACED AT 4" 0/C (EACH ROH). THIS UWG PREPARED FROM COMPUTER INPUT (LOADS & DIHFNSTnmi alp rAlrrcn „ ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.30" DUE TO DEAD LOAD. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE DC @ 72" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. CALCULATED VERTICAL DEFLECTION IS 0.44" DUE TO LIVE LOAD AND 0.59" DUE TO DEAD LOAD AT X m 14-0-0. 10 PSF BC LIVE LOAD PER UDC. 1.5X4 III 5X12= 3X8(F1) 5a 1.5X4111 5X6- L<z-0-o:,;.1 6-9-0 A_(1_ R-1213 M=5.5" 6-9-0 2-7-12 4-10-4 6 0 8 0 0 5-0-0 16 0 0 13-6-0 11-0- 27-0-0 Over 2 Supports PLT TYP. Wave TPI'25 R Design Criteria: TPi STD U8C LO116`('CIIOw Lumber —WARNING— TRUSSES RIOU1RE EYTREIIE CARE IN fAB01CA(IO 89 LOrCH AVCIIUO, Chico CAMOFTRUSS, G. REFER TO HID -91 (HANDLING INSTALL LNG AND (UTE• $03 0.ONOFRIO DR., SUITE zoo. HAOIS011, HING IIIESE FUNCTIOUS. UIILESS OfHERHISE IUDICA URAt PAIIELS, DOTT011 CuU SHALL HAVE A PROPER II IS NE rIC. SllhlI IHOT SH ABE ORE SPOIISOF ItBL E lls OI. GRhHO TD ALPINE 111E 1RUSSES I11 CDDFORHANCf WITH TPI; OR FABD G OF TRUSSES. IVIS OCSlf ll CouFOaHS WITH AP IORSI AREPHADE SOF 020GABY TASTHHE HA6S3AGREORGAI.V EST A11ST EACHACE OF TRUSS, AILD UIILESS OTHERWISE LOCATED OH DRAUIIIGS 160 A.E. TIIE SEAL OU THIS DRAWING I1DIC Alpine L•ngineercd Products, IIID. RESPOUSIUII IIY SOLELY FOR THE TRUSS COHPOwDr DESI Gr Sacr3UlDulo, CA 95828 conron(nt rop Anr rhp nculhn oUILORIG Is .. TnE HC SrOI' 6-0-0 6-0-0 d]) _ah -8-D-0 04 (A2) _— 0, IIAIIUIIIIG, SIIIYPIIIG. (iISTALLIIIG AND BRACING). PUOLISHEO BY TPI (TRUSS PLATE SIOIL " TC V LL ( -- d Ila =. C:)"h t . UI 51719), FOR SAFETY POAC710ES PRIOR TO TED, TOP CHORD SHALL HAVE PROPERLY ATIACHEU O% -OW AjY F CCS "G1� 16.0 PSF REF R427--86983 _ DATE 11/15/02 LY ATTACHED RIGID CETLIHG• y Dov ]. 2no2� 2 TC DL 15.0 PSF EVIAr10H LfR OHNTCONTRACTOR; ALPINEFAILUREERED (uTING, BC DL 7,0 PSF DR41 HARDunG• SNIPPILY,. IIIS'IAIIING Ano PLICADI.E PROPIS10t15 OF cAIISILnzr 112J19UiL CA-ENf, NAH/GlJll RDS (IIATIORAL OESIGH PAPER ASSOC I ATIOP) 4110 TPI. ALPIIIF BC LL .0.0 PSF FEL. EDESIG As OSIllo APPY OOnHEC7ops r0 1015 DESIGN. PUSH r IOn EOBIOIJAL $ PER ,t o. C58005 * Exp. 0-3D-2004 TOT.LD. 38.0 PSF SEQP! - fi32(i9 IT15 SHONIIC EP TAIICE OF Hof TRING OUR .PAC . 1.25 FROM E. 0 THE SU ITAOIL ITTOAIID USE TMS ETY OF III( BUIl01flG DE 51411E R, PER CIVIL �P' QT�OF CAl IFOf� SPACING 2 J (i'KA111Ue-VKAItK KUN / 126 HART LANE - B-2 SPEC/TSC rBOTCHORD CHORD 2x4.DF-L //1&Bet. 2x4 OF -L #'1&Bet. WEBS 2X4 OF -L Standard :N3, 1.14, 415 2x4 DF -L $1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6X6 - TRIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTCD BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.21' DUE TO DEAD LOAD. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 72" OC 10 PSF BC LIVE LOAD PER UBC. — 1^1j 3X6(A1) L --2.0-0::;1 ]] ]1 6-6-52.1.12 -I- aT(E- 4-4-11 6-11- L<2 -0-0--j -0-8'0-0 8-6-5 4-6-7 1 6-11-y L� V 13-6-0 I 13-6-0 �1' m°' �®��� 15-6-0 (c 11-6-0 j' 27-0-0 Over 2 Supports QIAII PING R=18 ®Epq TME�VT R=1158 N=5.5' 4 .5 wft0l'E0 PLT TYP. 41ave TPI -95 Design Criteria: TPI STD UDC CA/ -/11-/-/-/F Scale =.25" FL. Lmlgrcllow LIHn6er '•IIARNING— TRUSSES REOUIRE EYTREME CARE III FABRICATIDN, MAUDLING. SRIPPIRG. 111STALI IHG A110 89LorulAvenue. Chico CA95928 BRACIIIG. REFER 10 N18.91 (11A11OLING IIISTALLING AND BRACING). PUDLISIIED BPI Ell TPI (TRUSS AI( TC LL 16. D PSF REF 8427 869R4 INSTITUTE, 583 D'011OFR10 DR.. SUITE 200. IIADIS011, UI $3119), FOR SAFETY PRACTICES PRIOR TO !`LD`D W. - PERFORMING THESE FUNCTIONS. UIILESS OTHERWISE INDICATED. TOP CHORD SIIALL HAVE PROPERLY ATTACIIEO .1 �% TC DL 15.0 P S F DATE 11/15/02 STRUCTURAL PAIIELS, BOITOH CHORD SIIALL HAVE A PROPERLY ATTACHED 111610 CEIL111G. Nov I 2002 y "IMPORTANT'• FURIIISH A COPY OF THIS DESIGII TO THE IIISTALLATION CONTRACTOR. ALPIHE EIIGIOEEREU BC DL 7.0 PSF DRIB CAUSR427 02319003 PRODUCIS. INC. SIIALL 1101 BE RESP011SIOlE FOR Al1I OEVIAT1011 FROM TII 15 0 ES101. AIIY FAIIUHE 10 Er BU ILO THE TAUS SES 111 CONFURMAIICE NI TII TPI: OR FABP ICATIUG, IIA110l IIID, SNIPPING, INSTALL IIID AILD ALPINE BRACIRG OF TRUSSES. TNIS D(SIGII COIIFORNS WITH APPLICABLE PROVISIONS OF ?IDS (IIATIONAL OESIGM BC LL 0.0 PSF CA -ENG NAH/Gldll SPEC IF ICAT1 OR PUBLISHER 07 TILE AMERICAN FOREST AHD PAPER ASSOCIATION) AIIO TPI. AI P ILII C01111(CIORS ARF WADE OF 2OGA ASFI1 AM GH40 GA V. STEEL. EFCEPT AS ROTEU. APPLY CONVECTORS TO IF TOT.LD. 38.0 PSF SEON - 63'288 N . C 58005 EAC II FACE OF TRUSS, All UULE 55 OT l0[ATEO ON TN 15 1) 11 POSITION COIINECTORS PER * Exp. 6-30.2006 ORAVINGS IGD A•1. TILE SEAL Oil THIS DRAWING INDICA FES ACCEPTANCE OF PROFESSIOIIAI" EIIGIIIFERING LS)9)' CIVI1- \Q' DUR . FAC. 1.25 FROM 'E. D Alpine Engineercd Products. Inc. RESPOHSIBIIITY SOLELY FOR THE TRUSS CONPRII E IIT OE SI GII S110NN. IN SUITABILITY AILD USE OF THIS Snermnewo, CA 95828 COMPO11E111 FOR ANY PARTICULAR BUILDING 15 THE RESPOIISIBILITY OF THE BUILDIIIG OESIGIIER. PER FC•F CALIFO� 1 AIISI/TPI 11995 SECTION 2. SPACING 24.0' Iq 0 to 0 0 T =V CD In '-1 �r1AA111uc r1AAltrL RUN / 140 MAKI LANt - U -J SCIDS TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 PLEBS 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. 5X4= THIS UMG I'RL'PARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.13" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 72" OC 10 PSF BC LIVE LOAD PER UBC. r-,?, - � ") 3Xb(A1) 3Xb(A1) � 8-0-0 (c2 -0-0>J L --2-0.0--J L� 7-0-15 6-5 1 6-5-1 0-6 7-3-11 ( 7-0-15 6 5 1 6-5-1 7-0-15 'I 13-6-0 �� 13-6-0 J fE 27-0-0 Over 2 Supports R-1158 1d=5.5" R=1 15 � COUNTY BUILDING DE.DARTMENT PLT TYP. I -lave TPI -95 Design Criteria: TPT STD UBC CA jg aWzo-. S" Ft. 8 Lou Fituc, Chico C R9LuIcuAvcuuc,ChicuCA'J5928 ••WARM111G^ TRUSSES REOUIRE EXTREME CARE III FABRICA11011, IIAIIDLIIIG, SIIIPPIIIG, IIISTALLIIIG AMO OflACIIIG. REFER 1%f".1U•91 p1ANUlIHG 1NSIALLING AIID BRAC111G). PUB11211ED BY TPI (TRUSS LAYIC �Q Q7�nO�� w (C TC L� 6.0 y . /� r - -86985 L• li III STITUiI, 50] UFRIO Op., SUITE 100, MADISOII, WI 53119), FOB SAFETY PRACTICES PRIOR 10 �(J C' ��iyZ PERFORM IUG THESE FUUCTIOMS. UNLESS OTUERRISE IND ICATf O. TOP CNOIIU SII AIL IIAY( PROPERLY ATIAClIEO `J TC DL I.S. D PSI DA1 C 11 15 02 / / STRUCTURAL PAR EL S, BOTI011 [MORD SU AIL 11 AVE A PROPERLY AT TACNEO RIGID CEII IIID. '•IMPORTANT. • FUAlIislt A COPY OF THIS DESIGN TO THE IIISTALLATION CONTRACTOR. AlPIII( (IIGInEEOID NOV 1 2002 BC DL 7.0 PSF -- DRVI CALISR421 02319004 PRODUCTS. IIIC. IHAII IN)i HC RESPURSIOLE rOR ANY O(YIATIO11 FROH THIS DESIGN; ANY FAILURE TO NG NAH/GWII CA --LNG out to TILE TRUSSES 111 COIIFORIIANCE 111111 TI'I; OR TABRICATIHG. IIAIIDLIIIG. SIIIPPIIIG, IIISTALLIIIG AIID BG LL 0. D PSF ALPINE BRACIIIG OF TRUSSES. THIS DESIGN cOurORMs UITH APPLICABLE PRAYISIOIIS OF 1105 (IIA11011AL DESIGN SPPUBLISHED Of THE AHERICAII rOREST AIID PAPER ASSOCIAT1011) AND TPI. ALPINE CORHECTOHS ARE MADE OF YOGA ASAI A653 GRAD GALY. STEEL. EXCEPT AS IIOTEO. APPLY CRIIIIECTORS TO f N . C 58006 * TOT . LD . 38.0 PSF S -ON - 63294 EACH FACE OF TRUSS, AIID UNLESS OTHERWISE LOCATED 011 11115 DESIGN, POSITION CONNIECTORSPER ExP. 8-20-2006 OUR . FAC. 1.25 FROM E. D Alpine 1]IIEIIICCred ProduclS, IIID. DRAW[IIGS 160 A-1. THE SEAL 011 THIS DRAWING IIIDICATES ACCEPTANCE Or PROFESSIONAL EHGINIER111G RESPOIISIBIL IIY SOLELY FOR THE TRUSS COMPOIIEIIT DESIGN SHOWN. . TUE SUITAUILITY AND USE OF 11115 sj- civil_ ��P 9T SOCrOnICnio, CA 95828 COMPOIIEIIT FDA AOY PARTICULAR BU ILOIUG 15 THE RESPONSID IL I IV OF THE BUILDI Ito Of SI CHER, PER FOP CALIFO SPACING 24.0" AHSIITPI 1.1995 SECT1011 2. In .-I CD 0 0 Fb- 0 a w c� z 0 .-1 T trn—i iuc-r-nFAI[n Kuly / leb HANI LANE - U-4 SCISS STUB 5' TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #3 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF DC LIVE LOAD PER UBC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 72" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 4X4= L -2-0-0-j T 1-7-3 .4-9-3-0 III � 8 0 0 7-0-15 6-5-1 6-5-1 2-0-15_ 7-0-15 6-5-1 6-5-1 2� 5TE ®TY 13-6-0 8-6-0 I� 22-0-0 Over 2 Supports Q°'_f° ^' R'G DEPARTMENT R=987 W=5.5" R 7 5 A OROWE&f FLT TYP. l•lave TPI -95 R Design Criteria: TPI STD UBC fo CA 1 F Scale -.31.25" FI.. LOngfellowl,unlbcr '•NARNING'•• TRUSSES R[OUIRE EXTREME CARE IN FABRICAIION, UAUDLIRG, SHIPPING. IOSTALLING AND LDw � TC LL 16.D PSF REF 8427- -86986 89 LorenAvenuc,ChlcoCA9$)2R BN ACING. REFER TO HIB•91 (RANOlI11G IIISTAll111G A11O BRACING)• PUBIISHEO BY TI'1 (TRUSS PLATO IRSFIIUTE. 5B7 D'OIIOFP IO OR., SUR1111(0,111A D ISOTI, NI S7F 19). FOR SAFETY PR ACIICCS MICA IO PERFORMING HIHG THE SC FUNCTIONS. UIIL ESS URNSE INDICATED. TOP [MORD SMALL HAVC PROPERLT AT iACHED y ���q �n'i TC DL 15.O PSF DATE 11/15/02 STRUCTURAL PANELS, OOTTON CHORD SIIALL HAVE A PROPERLY ATTACHED RIGID CEILIIIG• Nov 1. 200 Z ••IMPORTANT^ FURNISH A COPY OF TU IS DESIGN r0 THE INSTALLATION CONTRACTOR. ALPAHE ENGINEERED BC DL / , O P S F D R W CAUSR427 02319005 PRODUCTS, Inc. it ALL MOT aE HE SP OUSIBIE FOR ANY OEVIATIOU FROM THIS DESIGII; ANY FAILURE TO (L' ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. UANOLIIIG, SHIPPING, IIISTAtLING AHR BRACING OF TRUSSES. IVIS DESIGN COIIFORNS NITII APPLICABLE PROVISIONS OF NDS (IIATIOHAI DESIGN BC LL 0.0 PSF CA -ENG NAII/641H SPEC CAT II P R IFI 10 U LISIIED UY I TIE AMEfl IC htl fORESi Al1D PAPER ASSOCIATION) AND TPI. ALPINE - - CONII(CI0115 ARC IIADE OF IOr,A ASTH A657 GR40 GAIV. STEEL. 110EPT AS 11 TtO. APPLY [Ofl11ECTORS ID * N . X 68005 * TOT AD. 38.0 PSF SEON - 63308 EACH FACE OF TRUSS, All Ur.L ESS 0 IIEIIRI SE LOCATED 011 THIS DESI GTI, POST 11 O11 COII NECT0 S PCR L'ap. 6-:10-'LUUIi --- DRANINGS 160 A -I THE SEAL Oil THIS ORAUIUG IUDICATES ACCEPTANCE OF PROFESS1O1.Al EUGINEIRIUG `. D U R FAC. 1 .25 F ROM 1-0- Alpine I ngineered Products, 1110. RC SPOIlS1O1LITV SOLELY FOR THE INUSS COMPONENT DESIGH SHOH11. THE SUITAO111TY AIID USE OF ]HIS 9 IV 1L \P SaclOHtcnlu,CA95K28 AIOSI'�iCP'111F/99SIV PARTICULAR OUIIDIHG IS THE RESPOHS1O111TY OF THE OUII.OIIIG DESIGNER. I'CR T�l)FCAbFO'a SPACING 24.0" (PRAT1102-PRATER RON / 126 HART LANE - 0-5 COMN STUD 5') ni TOP CHORD 2x4 DF -L #1 DOT CHORD 2x4 DF -L #1 o WEBS 2x4 DF -L Standard 0 T C O 7' --1 (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 62 PLF at 0.00 to 62 PLF at 22..00 BC From 14 PLF at 0.00 to 14 PLF at 22.00 2X6 (l,') — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 1N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L1240 LIVE AND L1180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 4X4= 3 - S X 4 III T 2-110-3 j}8-0-0 3x4= 7-0-4 6-5-12 6-7-5 1-10-11 9-2-3 8-7-11 4-2-3 L_ 13-6-0 I 8-6-0 22-0-0 Over 2 Supports R=846 1'1=3" R=826 l'!=3" �Ua ffE C UA Gf�y PLT TYP. Wave TPI -95)R Design Criteria: TPI STD UBC 11�pjyq DEP �Tt. Longfellow Llunber "WARMING- TR US S[S RCOUIRE FITR HE CARE Ili FABRICATION. HANDLING. SHIPPING INSTALLING AILD 89LorcnAvenue.ChicoCA95928 BRACING. REFER TO IIIB-91 (WHILING INSTALLING AIID ORACING), PUBLISHED BY TPI (TRUSS PLATE LDI/I/ `- �t TC LL '' f 7 698/ IH5717 U1E, 5B] D'0110f I10 DR ., SUITE 200, MADISON, RI 5]719), PoR SAFETY PR AL'i 1[FS PRIOR i0 �Q '7� �• ] 1 '-' / PER FOR III NG INESE FUNCTIONS. UNI Is OTNERVIS[ IND ICAIE D, LOP CIIOIIO SIIALI II AYE PROPERLY ATTACHED y 9 TC DL 5, ' P `• Ai' k 11 . 5 02 SIRUCTUn AL PAUSES. Ll, BD IT01f CI10RD SM All HAVE A PROQ(RLT ATT FC uEO RIGID CC MING. NDW 1 200L, ({7 ••InPORTAHT•• FUR11I511 A COPY OF THIS DESIGII TO TIIF LIISTALIATIDN COIIinhCiOR. ALPINE FIIGIBEEREDf� BC DL 7 . D PSF Dli('1 Cnusltn'[7 0z31y0n6 PRODUCTS. IIIC. SHALL NOT UE RCSP0115IBLE f0ft AtIY OEYI AT Oil rR 011 11115 DISI GLI: AII1' FAILURE TD BUILD THE TRUSSES III COIIFORHANCF WITH IPI; Oil FADRI(ATING. HANOI ING, 5111 PP ING, INSTALLING AND ALPINE BRACING OF TRUSSES. TIIIS DESIGII CONFORMS WITH APPLICABLE PROVISICHS OF II05 (NATIONAL DESIGN BC LL 0.0 PSh CA -EMG NAII/GVIH SP EC If ICATIDO PUBLISHED BY 711E AMERICAN FOREST AND PAPER ASSOCIATION) AIID TI'I. MPINE CONIIECTORS ARE MADE OF 20GA ASPM A6S3 GR40 GALV. STEEL, [TCEPT AS UO1ED. APPLT CONVECTORS TO f N . C 58005 TOT. LD . 38. 0 PSF SEAN - 63244 EACII FACE OF TRUSS, AND UNLESS OIHERVISE LOWED ON THIS OESIGO. POSITION COUNECTOR$ PER E.p. 6-90-2006 DRAWINGS 160 A-2. TILE SEAL Oil THIS GNAWING INDICATES ACCEPTANCE OF PRUFESSIOIMI EHGINEEAING LS), CIVIL �P DUR.FAC. 1.25 FROM E.D Alpine Engineered Producls, hlc. R[SPOHSIUII ITY SOLELY FOR FRE TRUSS COHPOIIENT DESIGN SIIUVlf. - Tilt SUITABILITY AND USE OF TILLS �nl Sacramento, CA 95828 COHPOIIENT FOR ANY PARTICULAR BUILDING IS TILE RESPOUSIBILIIY Or THE GUILDIILG DESIGNER, PCR OFCA�,►EDt" SPACING 24.0" ANSIfTPI 1 1995 SECTI011 2. Z 0 .a w w L� z 0 T r-1 (MKAI1lUC-YISAItK KUIN 7 1LO MAKI LAINt - O-0 LUPIN IY-MtLF1 UFII I LUAU) TOP CHORD 2x4 DF -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. ADDED LOAD FROM A 200# MECH UNIT; UNIT CENTERED AT 13-6-0;- SUPPORTED BY TC; UNIT WIDTH 2-6-0; SUPPORTED BY 3 TRUSSES' 4X4 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, 10 PSF BC LIVE LOAD PER UBC 4X4(AZ) = 4A-fkMf _ L<2 -0-0–_j 1 7-0-4 I 6-5-12 _1_ 6-7-51_ 6-10-11 I� 9-2-3 'T 8-7-11 'T 3-9-_ 11 5-4-8 I I 13-6-0 I 13-6-0 _I � 8 0 0 27-0-0 Over 2 Supports _ UNTY R=1218 W=3" R=]2 3 BUILDING DEPAR2TMENT PL'f TYP. Wave TPI -95 Design Criteria: TPI STD UBC Lon fe lloLv LHInbCf " WARNING•` TRUSSES flEOUIRE EXTREME CARE III FAORICATIOH. HANDLING, SHIPPING, INSTALLING AND 6 BO0.CING. N(F[N i0 IIIB 91 fIlA00Ll1NG IIISTAIIIIIG AIID BRACIIIG), PUOIISNED BY TPI (IRU SS PLATE 89 Loren Aecnuc, Chico CA 95928 INSTITUTE, sW O'ONUFRI0 nn.. SUITE 200, IIAOIS011, UI 53719), F00. SAFETY PRACTICES PRIOR To PERFORMING THESE FUNCfIOI1S. UNLESS OIIERWISE INDICATED. TOP CIIONo SII ALL HAVE PROPERLY ATTACIIEI) STRUCTURAL PANELS, DOITOH CHORD SNI ALL MAYS A PR OP ERLT ATTACHED RIGID CEILING. ••IKPOR TAII'f'• FUR III SH A COPY OF TITS D[SIGN IO IN IBSTAIl ATI011 C011 TRACIUR, ALP IIIE ENGINEERED CA h TC LL _ 16 P OIL -0 �! F QLD yet` TC OL 15.0 PSF y �% Nov I. 200-� TZ(SL�� -tn BC DL 7 .0 PSF c lE S 17L. 'zrEF R - -86988 DATE 1.1/1.5/02 DRIJ CAUSIlA2% 02319007 PR OOUC IS ,• I11C. SHALL NOT UE RESPOBSIBLE FOR ANY 0EY IAT 101, FROM THIS OESIGN: ANY FAILURE f0 BUIID IIIE IRUSS(S IN CONf011HANCE /II IN TPI: OR rANRICArING. HANDLING, SNIPPING, INS'ALtING AND fY BC LL O,D PSF - CA -CNG NAIL/fl•III ALPINE BRACING OF TRUSSES. III15 OE SIGH CONFORMS WITH APPLICABLE PROP ISIONS D( NOS (NATIOIIAL UESIGII _ SEQN - 63186 '--- Alpine Gngincered ProduetS, IIIC. Sacramento, CA 95828 SPECIFICATION PUOLISIIEO BY EINE AHEfl ICAO f00[ST AllPAPER ASS OC IAT IO B) AND TPI. A1P10[ CONNECTORS ARE MADE' Of 10GA ASTM A653 GRAO QALY. STEEL. EXCEPT AS IIOT(0. APPIf COINHECIORS TO EACH FACF OF TRUSS. AND UNLESS 01HERWISE LOCATED ON THIS DE51611, PUSI110u C01111 E CIORS PE0. DRAWINGS 160 A-E. THE SEAL ON THIS ORAUIIIG INDICATES AL•SEPTAIICE OF PROFESSIONAL ENGINI(RIIIG RESPONSIBILITY SOLELY FOR III( TRUSS COIIPOHEIIT DESIGN SHOWN. THE SUITABILITY AIID USE OF THIS COMPONENT FOR ANY PARTICULAR BUILOING IS III( RESPONSIBILITY Of THE BUIIOING UESIGIIER. PER AUSI/TPI 1.1995 SECTION 7. # No. C 68005 ,, C.P. 6-30-'LODB civl►. `P q� FCIFCAI,F TOT. OUR SPACING LD. . FAC . 38.0 1.25 24.0" PSF F ROM E . D M (VKA111UZ-rKAILK ELUN / JZ0 HAKI LANG - U-/ 111Ku L1-rL TOP CHORD 2x4 DF -L #168et. AOT CHORD 2x6 IIF -L. SS :B2 2x4 DF -L #1&Bet.: WEBS 2x4 OF -I_ Standard :t•13 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. SPECIAL LOADS ------(LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 62 PLF at 0.00 to 62 PLF at 27.00 BC From 544 PLF at 0.00 to 544 PLF at 11.71 (H) BC From 14 PLF at 11.71 to 14 PLF at 27.00 (H) RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD AT.24".O.C.:. SIMPSON HUS26. SEE SIMPSON CATALOG C-2002 FOR MORE REQUIREMENTS. 3X10 5X4= • BEARING BLOCKS:,NAILrTYP,E:,0.131x3.0_g_na11s ,kBRG",X LOG ';#BLOCKS ALENGTH/ BLK"" #NAILS%BLK�_WALCuP„LATE. :�1 F.`, t'r1L:7,08'Sly l';\ ?;>12•."'' 13 DF -L Standard i BEARING BLOCK -.TO BE SAME,SPECIES, SIZE"& GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. (A) SCAB BRACE. 00% LENGTH OF 4JEB MEMBER. SAME SIZE, SPECIES & GRADE Olt BETTER. ATTACH WITH 1Od NAILS @ 6" OC. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 72" OC DEFLECTION MEETS 1_/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. ** DO NOT TURN TRUSS END FOR END. ** I� 11-10-4 ��E 5-3-8� 4 4 2 3-9-6 5-4-9 1_ 6-5-12 I 7-0-4 _J 4-4-2 3-9 6 3-8-13 •� 4 2 1 '1 9-9-15 J 13-6-0 I 13-6-0 3-� 27-0-0 Over 4 Supports TTE - BU E �U I R=3012 tl=3.5" R=5062 1J=3.5" R=511 1l=3.5" R=265 tJ UILDING DEPWRTMENT 0% ARQVa! �-/F PLT TYP. Wave TPI 95 Design Criteria: TPI STD UBC CA 1 5 Ft. LongfellowLumber- 89 Loren Avenue, Chico CA 95928 ALPINE AJPIn SRCf0111 IMu, CAT 958285, Inc. - HARM INC" TRUSSES REOUIRC EITREHE CARE 111 FABRICATION. RANKING. SNIPPING, INSTALLING AND BRACING. OLFER i0 IIIB 91 (IIANOL111G IIISTALL IMG AND BRACING), PUBLISHED BY IPI (TRUSS PL All InSTi TUIE. SB3 O'OIIOFR IO D0.., SUITE P00. MAD IS 11. HI 531191. FOSAFETY PRACTICES PRIOR f0 PERFORMIRG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TDP CHORD SHALL HAVE PROPERLY ATTACHE. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTANT^ fURNISII A COPY Of 71115 DES G11TO 7NE IIISTALlATION CONTRACTOR. ALPINE EHGIIIEERED PRODUCTS, IIIL. SII/,11 HnI. BE flESP0IISIBLE FOR AUT OEYIATIOH FX011 IVIS DESIGN: ANY FAILURE TO BUILD TIIE TRU66Ei 111 COIIfORMANc[ YITO 7P1; UN fADRICAIING. IIAIIUl1H0, SHIPPING.. IIISTAII,IOG AND BRACING BF TRUSSES. THIS DESTGR COLIFORMS WITH APPLICABLE PROVISIONS OF NOS (HATIOIIAL DESIGN SPECI F IC AT I On PUBLISHED 8T THE AMERICAII FOREST AND PAPER ASSOCIATION) AND 1P1. ALPINE CONNECTORS ARE MADE OF 20GA ASIR A6S3 GR 40 QALY. STEEL. EICEPT AS HOIEO. APPLY CONIIECI ORS 10 EACH FI.CE OF 1NUSS, ALIO UIILC SS 0 111AWI SE LOCATED 011 IRIS DESIGN, POSITION COLI LIE CT OR PER 011111IGS I'D A•T. TN[ SEAL .I N11 THIS DRAWING IIIOICAIES ACCEP7AIICE OF PROFESSIONAL ENGINEERING COHPONEPITIf RYANY`PARTICULAR BUILDINGOis*THETRESPONSIUIILIT, OF THE OUILDINGIOESIGHERSEPER THIS ANSI/TPI IF1995 SECTION 2. OLD w y FJ (,1 110V if 2002 [i7 R1 i N . C' 58005 * EWp.6J0.200ti S'j• CIV11- �P' 9lFaF CALIF TC LL 16.0 PSF TIC DL 15.0 PSF BC DL 7 .0 PSF BC LL 0.0 PSF TOT.LD. 38.0 PSF REI= RA27 -86989 DATE 11/15/02 DRCAUSR427 02319013 CA -ENG NAH/GWH SEOhI - (13332 DUR. FAC. 1.25 FROM . E.0 SPACING 24. 0 " 1n 0 \ 0 0 s 0 w w z 0 w T tNKAl11U4-I-KAItK KUN / 1Z0 KAKI LANt - Ibitl tl-tl UIL/bit LI-PLYJ) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W2, W3 2x4 OF -L #1: IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TRUSS SUPPORTS 24" GABLE OVERHANG AND 10 PSF FACE MATERIAL. (T) 2x4 OF -L #1 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= III1J UNG rl(LPAKL•U YKUpI LLIPIPUILK INPUT tLUAU�, 6 UlfTLNbIUNb) JUUNI I ILU UT 19r K. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GBLLETIN1001 FOR MORE REQUIREMENTS. (Al SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC 0 24" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 'IF 0 4X4(AZ) = 4X4= ^'— 4X4= 4X4(AZ) _ L-_2-0-0::;1 L;2-0.0 2.0-0> IE 7-0-4 I 6-5-12 _I_ 6-5-12 _I_ 7-0-4 _J 9-2-3 8-7-11 T 9-2-3 I 13-6-0 I 13-6-0 27-0-0 Over 2 Supports UT AUNTY R=1443 1•1=3" R=433 PLF l•1=8-0-0 BUILDING DEPARTMENT Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 Design Criteria: TPISSTD UBC AA 1 , _ e•=•l.5"LFe• Longfellow Lumber ••HARNIIIG'• TRUSSES REQUIRE ECTREIIE CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND 3-` TCC LL �1 � gipp, j f�.L 47.7 H6990 89 Loren Avenue, Chico CA 95928 BRACING. REFCR 10 NIB•7l (NAIIDLIIIG 1057 ALlING ARO Op ACING), PUBO SHED BY TPI (TRUSS PLATE INS7ITIITE, 507 1'10411418'1D DR., SUITE 200, NAD IS 11. Ni 53119), FOR SAFETY PRACTICES PRIOR TIT VD W F O ti — PERFOAIl1UG 711E SE IUOCT1011S. UIILESS 0111(RNISE INDICATED. TOp CHORD SIIALL RAVE PROPERLY ATTACHED �� 7 TC OL 15.0 PSF DATE 11/15/02 STRUCTUpAL PANELS. NOT OII CN ORD SHALL "AVC A PROPERLY AT7ACBE0 RIGID CIft IHG. E7 II DV 1. 002 FttYY1 — ••IHPORiANT•• FON III SU A CO DT OF 71115 DESIGN TO TUE INSTALLATIOR CONTRACTOR. ALPIIIE ENGINEERED BC DL / .0 PSF DRW cALISR427 02319014 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR Aft DE9IATION FR ON 1'H IS of SIGH; ABY FAILIIRE TO BUILD TIIE TRUSSCS III CONFORMANCE DITII TVI; OR FASRICATIJIG, HA11DL111G• SIIIPPING, IIISTAtIIfIG AIID BC LL 0.0 PSF CA -ENG NAll/GI•IH ALPINE BRACING OF TRUSSES. iIIISDESIGII COIIf OR HS uIIN APPLICABLE PRDYISIONS OF NDS (NATIONAL DESIGII SPEC IF ICAl10N PUBII SIZED BY THC AMEN ICAII FOREST AND PAPER ASSOCI AT I IT I APD TDI. ALPINE * C 56005 * TOT. LD 38.0 PSF SEAN - 63223 CoJI NE CT ORS ARE MADE OF 20GA ASTH AGS3 GR40 -GALY. STEEL, EICEPT AS 1107(0. APPLT CONNECTORS l0 t><p. 6-00.2006 EOP _ EACH FACE OF TRUSS. ABO URL ESSOTIIERNISE LOCATED Oil THIS DESIGII, POSITION CORRECTORS PER DRANI IIG$ 160 A 2. TIIE SEAL DN 711 IS DR ANIIIG INDICATES ACCEPTANCE OF PROFESSIONAL ENGIN(ERING Sp civil. \P D U R 1.25 FROM E • D Alpine Engineered Products, Inc. RESPOIISIUIL IY SOLELY fOil TIIE TRUSS COI1P01IE flT DESIGII SN01111. TIfE SUII AB ItITT ARD USE OF TI115 9T Ptd FOR .FAC . Sacramento, CA 95828 CONPOIIEIIT FUR ANY PARTICULAR UU ILDING IS TTI[ RESPONSIBILITY Or TIIE DUIl011IG UCSI GtICfl, PER CAUF� SPACING 24.0" AIISI/TPI 1.1995 SECTION 2. (PRAT1102-PRATER RON / 126 HARI LANt - 0btj L-1 ULE,/�.bt) TOP CHORD 2x4 DF -L #1 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 OF -L #1 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. (Ti 4X4 = (T) IIID UYIu rnLI-AnCu rnllrl IUIMI'UICII 111rul tLUADJ 6 u11ILK31VI13) -IUUMt IILU UI inuaa Ylrlt. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG 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/1BO TOTAL LOAD. 10 PSF'BC LIVE LOAD PER UBC. 0 +8-0-0 �2-0-0L---2-0-0- p a —6-0-12 —6-0-12 Uh Bq S E R .6-0-12 I 6-0-12 '( BUILDING DEPA TIMENT 12-1-6 Over 2 Supports '� R=1078 W=3.5" R=1078 W=3.5" A P P R 04 4V r Note: All Plates Are 111.5X4 Except As Shown. PLT TYP. Wave TPI -95 Design Criteria: TPI STD /UBC 5 CA/ -/I/ -/-/-/I: Scale -.375"/Ft. Lnngfellow Limber E{91.OICn AveRRl:, C111C0 CA 95928 ALPINE Alpine [Ilginecrcd Products, Inc. S:ICIOIIII•IIIO,CA95828 •HARNIN6-TRUSSES REQUIRE (1InLM[ CARE IH FABRICATION. HANDLING. SHIPPING, 1N TA1111Ir AND fln AC LUG. nEf ER 1'0 I11UR51 IM AIIDL IIID INSIAl 1111G fJ10 DO AC IMG). PU DL 1511[0 UT 7P1 (1RUS5 PLATE I ".IT IUTE. S07 O'OIIDf ItlO DA.. SUITE iOD, IIADIS011. NI 5]119). fOR SAFETY PRACTICES PR IUR TO PERFORMING THESE FUNCTIONS. UNLESS OTIIERUISE INDIL'ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAUElS, BOT Zoll CRONE) SMALL MADE A PROPERLY ATTACHED RIGID CEILING. --ITIPORTAHr 11 11 A COPY of 1"15 OESIGU 10 TUC 111 TAIIATIOn COLI IR ACTON, ALPINE E1161NEEN10 PRODUCTS, Inc. SII AIL 110, BE OESP0HSIBL, FOR ANT DEVIATION FROH THIS DESIGN: ALIT FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FA CITING. HANDLING. SHIPPING, INSTALLING AND oRACING OF TROSSES. TM15 DESIGN cOxf ORNS UITM AI'PIICABLE PROYI SlO11S Of RDs (11ArlONAI DESIGN SPCCI FIC AT 1011 PUBLISHER ByTHEAN ER IC All FOR E SI AND PAP En ASSOC]AI1011) AILD TDI. ALP111( COIIIIC CIOAS ARE MADE OF 20GA ASIM A6S3 GR 4O GALY. STEEL, EICEPI AS IIOIED. APPLY CORRECTORS 10 EACH FACE Ur TRUSS. AND UNLESS OTHfnNISE LOCATED On IRIS DESIGN. POSITION CONNECTORS PER RRAUIHGS 160 A•1. IHC SE AI On THIS DRANI"G INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING n ESP It lB I LIT Y SOLELY FOR THE TRUSS COI+POIIEIIT DESIGN SHONN. [HE SUITAD ll 11Y ANO USE OF Tit COMPORENI FOR AIIY PARTICULAR BUILDING IS THE RESPDIISIBILIIY OF THE BUILDIIIG DESIGNER. PER AIISi/TPI 1-1995 SECTIO 11 2. LD w �. F �i 11 v 75 200L( 'A hlO. C 59005 * P. 6-30.2006 CIV I1- \P �TFOFCALkrr TC TC BC BC TOT. LL DL DL LL LD. 16.0 1.5.0• ] . 0.0 38.0 .PSF PSF D PSF PSF PSF REF R427--86991 DATE '11/15/02 DRW CAUSII4L7 02119015 CA -ENG IIAH/G11H SEON - 62724 D U R . FAC . 1 . 25 FROM E.0 SPACING 24.0" F�t9 w :a rn cn (PKA111UZ-VKAItK KUM / 1ZU MAKI LANt - L -Z LU TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 - WEBS 2x4 OF -L Standard IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. 4X4= IIIIJ UYIU rl(trAKtU I-KUM I.UMPUItK lnrul (LUAU Z, IS UIMLMJ I LIM,) WUMII It UI IKUSJ 1'11'14. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC C 24" OC, BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. -t-i _%-,- X2-0-0 —Ij 2 0-0'--7-j 6-0-12 �� 6-0-12 6-0-12 16-0-12 I 12-1-8 Over 2 Supports 11=593 1•1=3. 5" R=593 l•1=3.5" PLT TYP. 41ave TPI -95 R Design Criteria: TPI STD UDC CA 1 -_ - F Scale =.375" Ft. Loogfcllnwl.umbcr 89 Laren AVCIIIIC, Chico CA 95928 A L P I N E Alpinc Enginccrcd Prnducls, IIIG• Sacr011eHlo, CA 95828 "WARNING" TRUSSES RfOUIRE E[IRFPE CARE III FABRICATION. HANDLING, SHIPPING. INSTALLItIG.AND BOACIIIG. REFER TO 1110 'JI (IIANlll 1114 IflsTALL111G Ai1D BRACING), PUOIISIIEO 8Y TPI (TRUSS PI ATE IRSTITU[C. 503 D'UNOFn10 DA., SUITE 200. HADISBH, U1 s7719). Fon sAF[Tl PRACTICZS PRIOR TD PERFORHIIIG 'Tt1ESE FUIIC710tIS. UNLESS OTIIEARISE UIOICAMI. TOP CHORD SHALL HAVE PROPERLY ATTACHED ST fl UCT UR AI PANELS• BOT7 DN CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTAIIT" FURNISH A COPY OF THIS RESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR 1U1CIS, INC. SHALL BUT OE R[SP011510 LE fON AOY DEVIATION FROt1 THIS DESIGII: ANY FAILURE TO OU ILO THE TRUSS(5 l0 Co NFOaHABCL WI III 11'1; U11 TAUN I[ATIIIG, IIAIHll 1114. SII IPP IIIG. IRS ALLIIIG AN° BRAf.I NG OF TRUSSES. T1115 Of SILO CDtIFDR1IS UI TII APDL ICABLE PRa91510115 Uf NDS (OAT(OOAL O(Slrill SPECIFICATION PUBLISHED BY TIIF AIIERICAII FOREST A110 PAPER ASSOCIA110H) A110 TPI. ALPIN[ CONVECTORS ARE MADE OF YOGA AS III A653 GRAD GALV. SIEE1., EICEPT AS IIOTEO. APPLY CONNECTORS TO EACH FACE OF TRDSS, At10 UNLESS 01"ER"I SE LUCAI[0 011 TR15 D[SIGI1, PUSI71011 Conti E C CONNECTORS PER ORA OGS 160 A Z. THE SEAL 011 THIS ORAWIIIG 11-DICAT ES ACCE PT AIICL OF PROFESSIONAL EIIGIIIEERING RESPONSIBILITY SOLELY FOR TILE TRUSS COIIPOIIENT DESIGN SHOUII: THt SUITAB II TTY AND USE OF THIS CONPOIIE IIT FDA ANY PARTICULAR OUILOIIIG IS THE RESPOIIS181LITY OF 111E BUILDING OESIGUER, PER Ansl/TPI 1 1995 SECTION 2. h i 9l L�W.- Yry O l F,9 C� FI v 15 200'C• p No. C 580055 * [yP•D-3D-luos CIVIL �P' FBF CALIFS TC LL TIC D L 8C OL BC LL TOT . LO . 16.0 1 5 7.0 0.0 38.0 . 0 PSF PSF PSF PSF PSF REF R427--86992 DATE 11/15/02 DRI'I CAUSIN27 02319000 CA -ENG NAH/GWII SEON - 63236 DU . FAC . 1.25 FROM E.0 SPACING 24.D" 0 0 0 W tr. 7 O ....1 T (PRAT1102-PRATER RON / 126 HAKI LANt - U-1 nIr TOP CHORD 2x4 DF -L #1 :T2 2x6 DF -L #2: DOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. #1 HIP SUPPORTS 6-0-0 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. BRCALHIPO502. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. ... .. 1 .,, EA .., .,- -. -_ ...... ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF DC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 5X6 % 3X8 5 X 6 s 3X8(131) = JAU(Ol) =. _,&_8-0-0 L<2-0.0--+ L<2 -0-0y U ® 6 E CY"'UNT 5-4-12 5 5-4-4 -4-4 5-4-12 6-0-0 9 4 9 0 4-9 0 6-0-0 BUi�DI�iG DEPA TIOENT 6-0-0 I -6-0 _I_ 6-0-0 _I 1-6-0 Over 2 Supports R=1754 W=3.5" I'L.T I'YI'. High Sl:ren.1 h_41ave TPI -95 Design Criteria_: IP1(STD)/IJBC -- -- 1 Atli) LollgrcllDAvLlmllleT "IIARNIMG•• TRu55[5 HEOUIRC [ETREHC CARE 10 FABRICATION, 1u11U11114, SIIII'P111G, IRSIALIIIG II 89 Loren Avenue,f:f000CA95928 BR ACIOG. REFER 101118.91 (IIAiIUIIRG ItISTAlllllG AND BRAC 1116). PUtllI511CU OY TVI (TRUSS PLATE INSTITUTE. 503 0.0110FRIG DR., SUITE 200, BADISOII, YI 53719). FOR Sir E 11 PRACiIC[S PRIOR 10 PERFORMING THESE FUNF.TIDOS. UNLESS DINIRYISE INDICATED. IOP CHORD SHALL HAVE VROPE REY ATTACHED ST R UCIURAL PAl1EL S. OOTTON CHORD SNAIL IIAYE A PROPERLY ATIACIIED RIGID CEILING. .ST FUR It ISH A COPY Of THIS OE51ON TO THE IIISTALLAIIOU Cu11TRACIOR. ALPINE [IIG IIIE EREU PRODUCtS, INC. SII AMI 110T BE BESP O11 ISLE FOR ANY OZvi AT1011 FR OH IVIS BESIGtI; ANY FAILURE TO BI111D TIIE TRUSSES IN CONFORNAIICC YIIM TPI: OR fABRICATIIIG, It AfIDL IOL, SH IPP IRG. III STAIL LING AIID AL P I N E RRACIIIG OF TRU55E5. THIS DESIGN CON10111S 1111'11 APPLICABLE PROVISMIS IIF NDS (NATIONAL OES,G11 SP ECIF IC A710N PUOLI511[D UY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CON ECT ARC NADE OF 20GA ASIN AG53 61140 GALT. STEEL. CICEPT AS VOTED. APPLY CORUECIORS TO [ACII FAC[ OF TRUSS, AIIDUIIL E SS OTIIERYI SE IOC AIFD 011 THIS DE SIGX. VUSI 11011 COUtIE CT ORS PER DR AH IIIGS 160 A -T. TIIE SE AI OX illli OBAYIIIG It101CA1CS ACCEPTARIE OF PROFESSIO11:1 ING IHIER111G AIITI[IC E11g'IIII•emd PFUJIIClS, IIIC. Rf SD011 Sltl Il ITY SOLELY FOR 111E TRUSS CouronEnT 0[51411 5110 Y11 711[ SUITAB II. ITY AIID USE OF 71115 SDeTHlltl`t11D, CA 95828 CONI'ONENT FOR AIIY PARTICULAR BUILDING IS TIIE RESPONSIBILITY OF THE OUILOING DES IGUER, PER ANSI/TPI 1 1995 SECTION Z. R=1754 W=3.5" � ._I aZ�°`D w Nov 15 2 2 7 * No. C 58005 Exp, 6.70-2006 sr9T Op I V 11. a�P F CAL1EOEl TC LL 16.0 PSF TC OL 15.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 38.0 PSF DUR.FAC. 1.25 SPACING 24.0^ Scale -.25"/Ft. REF 11427--86993 DATE 11/15/02 DIIW CAUSR427 02319009 CA -ENG AAII/GWH SEAN - 62672 FROM EA Vt T (PI(A111UZ-YKAItK KU14 / 1ZD IIAKI LANE - U -c A. vrDIA TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. 4X4= rule —in DDCDADrn rnnM rnMD11TFR TNPIIT It nenS i nlblfNSloNsl SUBMITTED BY TRUSS NI --R. 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. Z.5X4(Al) = T 0 0 L2 0 0 L<2-0 0:�] 5-7-712 4-3 �.5-I-4 G-91-11 5-1-4T IE5-0-10 I s� s I! 10-9-0 I 1 7 QO 9-0 J RI TE C TY 21-6-0 Over 2 Supports I BUILDING DEPA IEW R=949 1.1=3.5" R=949 W-3.5" am im APPI lia am F_Y D PLT TYP. Wave TPI -95 LDngrellow Lumber 89 Loren Avenue, Chico CA 95928 ALPINE Alpine Engineered Prodncls,lOG. SucramcHlo, CA 95828 Design Criteria: TPI(STD)/UBC —WARNING-- TRUSSES REQUIRE EITRERE CARE UI FABRICATION. IIAIIDLIHG. SIIIPPIIIG, IIISTALLIII6 AND DRACIIIG. REFER TO IIIU 91 (HANDLING IRSTALLING ALIO BRACIIIG), PUBLISHED BY TPI (TRUSS PIAT[ INSTITUTE. 503 D'OnOFR10 DR., SUITE 100. IIAOIS011. UI 53)19). FOR SAF[IV PR ACTICE5 PITI IT. TO PERFORNIDG 1'1IESE FUIICIIQ115. UNLESS 0111ERWISE JU1)ICATED, TOP EIIOR1 SHALL HAVE PROPERLY ATTACNEU SIR UCi UR AL PAIIC lS. OOE1011 CHORD SII ALL IIAVE A PR 0PERLT Al1AC11ED RIG IU CF"I",. IT FURIIISN A COPY OF THIS DESIGN TO TIIC INSTALL ATIOII CONTRACTOR. ALPINL EIIGINEERED PRUUUC lS, TIIC. SHALL X01 BE RESPONSIBLE FOR ALIT DEVIATI011 FROH '1 UIS OE SIGN; All FAIIUR( TO BUILD IIIE TRUSSES ill CONFOpNANCE NI TIT TPI: OR rADp I[AT IRG, ItAI10l IIID. SIIIPPIIIG, 11 ST ING AHO 1111ING OF TRUSSES. TIIIS DESIGN COHF ORAS NIM AP PLICABLI PR DVISIOIIS OF Noll O(IIAI IOil At DESIGII SP ECTF ICATI On PUBLI SITED BY THE AHERICAD FOREST AILD PAPER A11OCIAI.0) AND TPI. ALPINE CONNECTORS ARE RADE OF TOGA ASITI A653 GRAD GALV. STEEL. EXCEPT AS VOTED. APPLY CoIINf CTORS TU EACH FACE OF TRUSS, AND U"LE SS OI TIE RUI SE L(ICATEO 011 111 IS DESIGN, POSITION COLI IT ECTOTIS PER Dn AUINGS 160 A - I. TnE SEAL 011 TOTS OR AN I IIG INDICATES ACCEPTANCE OF PRUF(SSIDIIAL ENGINEERING RESPONSIBILITY SOLELf FOR TIIC TRUSS COIIPOUENT DESIGII SN UTT.' 711E SUIT ADI(. I IT AIIO USE OF THIS I:0IIPOIIE111 FOR AUY PARTIL'ULAI( DUILOIIIG IS IIIE R(SPUNiIOIIITT OF lilt BUILDING DESIGUIR. PER AUSIATPI 1 1995 SE CT 1 UR 2 . .I CA 1 F Scale =.25".Ft. P DSU W �� � r Nov IS 212 m f No. G58005 * E.p. 6-30.2006 sr civil_ Q�OFcw%f- � TC LL TC DL BC DL BC LI- TOT.LD. 16.0 PSF 15.0 PSF- 7.0 PSF` 0.0 PSF 38.0 PSF REF R427--86994 DATE 11/15/02 DRW CAUSR427 02319010 CA -ENG NAII/G411'1 SEON - 63170 DUR . FAC . 1.25 FROM E. D SPACING 24.0" In 0 �� In .-I 0 M T _l•-• • la.n Rurl / 1L0 MAKI LANt - 0-3 GIRD [2 -PLY TOP CHORD 2x4 DF -L !/1&8eL. BOT CHORD 2x0 DF -L SS WEBS 2x4 OF -L Standard :1.13 2x4 DF -L; 1: 114 LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24" OC, BC @ 72" OC. GIRDER SUPPORTS: 27-0-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD AT•124.'.O.C.: SIMPSON LUS28. SEE SIMPSON CATALOG C-2002 FOR MORE REQUIREMENTS. 3X14(/1DK) s 6X4= THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUHHITTED BY TRUSS IIFII. 2 Complete Trusses Required I� NAILING SCHEDULE: (0.131x3.0_9_nalls) TOP CHORD: 1 ROW @ 12' o.c. BOT CHORD: 1 ROW @ 611 o.c. WEBS : 1 ROD! @ 4" o.c. USE EQUAL SPACING BET14EEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TIMBER AT 19% MAX. MOISTURE CONTENT AT TIME OF ASSEMBLY OF TRUSS PLIES. 3X14(A6R) "T- 0 0 �--5-11-8�U CUU,©�?c I_ 10 9 0 _L- 10 -q -n R=5864 W-3.5" 1-6-0 Over 2 Supports ::4BUILDINIG DEPARTMENT R=5864 14=3.5"A P P R PLT TYP. Wave TPI -95 Design Criteria: TPI STO UBC R427--86995 CA 1.1/15/02 ORW CAUSR427 OZ319011 CA -ENG NAH/G14H LoHC(clluw LHnlber 99LDTenAv`enue,C111 CA 95928 L ALPINE "MANNING ` 1"15515 REUUIRC EITREME CARE III FABRICATIOII, IIANDLIRG, SHIPPI110, INSTALLING AND SAACIIIG. HE 70 HIS -91 (NARDIING INSTAWNG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE III STITUTE, SB7 D'0110FR10 OR ., SUITE 200, HAOISOtI, Wf 537L9).' FOR SAFETY PRACTICES PRIOR TO PCAF0 11 Illl'Sf fUi1C110115. ulll.ESS OIIIfRYIS[ INDICA TI 10P CHORDSHALL HAVE PROPENLY ATTACHED 57lul AI PANELS. 001!011 CU0R0 SIUII !IAV( A PHOPEflIT ATIACIIEU RIGID CEILIIIG•—IMP RODUISAIIi •• FUfl 111511 A CO?T Of THIS Uf 51411 TO THEIIISTALLATION CONTRACTOR. ALPINE ENGIIIEEREU Dp ODUCIS, INC. SIIAIL NOT BE 4 SPOUSIOLE FOR AUY 0[VIAT1011 FRO" THIS DESIGII; 1111 F1 URE TO BUILD 111E TRUSSES IN CONFORMANCE UITH TPI; OR FAO"IC A71NG. HANOI IN6, SM PP T R6. HIST A L I i"G AND BR ACl11G OF TRUSSES. THIS DESIGII COLIFORMS WITH APPLICABLE PROVISIONS OF NDS (VAT1011AL DESIGH S P EC F If. AT Oil PURL I SHOD 0Y TIIE AMERICA!! FORST AND PAPER ASSOCIAI1011) AND TPI. ALPINF CONIIECTOI15 ARE MADE OF 206A ASFM A6S0 GR4D GALV. SF11L, C[CEPT AS 1l07ED. APDIT CONIIECfURS TO E AC II FACE OF TRUSS, All UHLE SS 0 HEAWI SE IOCATEO Ott IN IS DESIGII, POSITI011 CallN[C1 ORS PER DRAWINGS 160 A•2. THE SEAL 011 o�flyl/ (lL y`f, 'IC Nov Ir % D2� EC # No. C 58005 * Exp. 6-00-1006 E.D . 1. F TC FC BC BC TOT LL ' DL DL L L ..L D . 14.0 1.5.0 /.D 0 38 .0 .0 PSF PSF PSF P S F PSF Alpine Engineered Products, Inc. - SOc1:mLCI1W,LCA95$Za THIS DRAWING INDICATES ACCIPTANCE OF PROFESSIOIIAI it,GIN[ERIItG RE SPRI1SIDll ITV SOLELY FOp TIIE TRUSS CONP011[N7 OE5160 SIIOUN.� ' TIIE SUITAOII ITV Al10 USC OF 7"15 COIIPUHCIIT TOH ANY PANIICULAH IIUIIIIING 15 fill RCSPORSTOIIITT OF 111E UUILU111G 0[SIG11[R. 1'E 11 AIISI/IPI 1.1995 SlCT10l1 Y. S'j CIVIL - •Qr \P' lcppCp11{p� OUR — . FAC . 1 - 25 SPACING 24.11 Scale =.312511/Ft. REF R427--86995 DATE 1.1/15/02 ORW CAUSR427 OZ319011 CA -ENG NAH/G14H SEON - 63165 FROM E.D . MICHAEL MOONEY. 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 .RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Job Number 102-06-145 Client Name Prenatt/Ron Prater Const. APN Hart Lane' Analysis 1997 UBC Dead Loads Roof Tile 10.0 '/2" plywood 1.5 Trusses 4.0 Insulat. 1.0 %" Gyp. Bd. 2.5 19 psf. Wall Plywood Framing '/2" Gyp bd Insulat. Floor July 10, 2002 Live Loads /--)6 01 1.3 . 1.5 2.5 10 e5f--, 1.0 _. Concrete 50.0 16 psf. 40 psf Wind Loads P=C, ggIwhere Exposure B Ce =0.62 @ 15 feet Cg =0.3 in / 0.9 out windward roof q = 14.5 psf @ 75mph 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 Loads V=2.5CaIW/1.4R C,, 0.36, I= 1, R=5.5 /4.5 Soil Bearing4-.10,Cr S 1500 pounds per square foot 0 Friction = 0.35 Lateral Bearing = 250 psf / ft. DZ-Zo /b BUTTS COUNT BUILDING DEPARThicev s A V E Q /3 v (- 001nt 6 P/ v e'ItO Y B1 _ o z W A 1 14-0 B2 e 1 o a z B2/' A 1 D A to N N A -A 1 SUS. B t o r m m W Mo A o"' m O2 z < - 15-6 B2 11 B2 1 B N B4 B5 — B c W 5 _ w �.A3 6 B6 , B6 m 9-11-4 i B6 41 0 J _ j-1� 1 B7 O --- — B8 J1. J2 m jm� m B8 N J3 N w B8 0 N J4 IxN B8 i cp N J5 m m = N ' J5 Mir w B9 rn J4 9 ' LUS26 O J3 B J2 B9 J1 i gg i C- c- B1 1 rE1 1�•4i 1 ' A.o t� LAVAL AN AUSts --CA n L y� A Mels t�� i Sin r� L Lupn-cS 1010 `M cIc-N4�i- C>>, x -10 c-2) Aownrzhg�E ENE ViiD.o5� '` ' _ /P- VA C = _ I12U,SS e 'Peru tuo=53--h1:' C( -k-(9 D. u1. -------_Ib�_g_a�l�`1_--_?/L_t0�c0./�f Li kr- c Nam : Lt& Ol Q U 6 otnuj-;, O-q� 2d' Lot UUam �Jt W, _., v UOA.l07 K,�bl -�-- ((A-�i �Cz l21Ci�1 Z i kcc LW2�/2 A-- 4-K2- [q, -6L �CAl.V2o_�<r��r� L1� loo GVI OD F(U-,/,A Upsl -4 , i2l- (59/2tZ�(O,O Y-6,3 Oq L (, 3-7 ?2 vIrSR.D 15X7.5/2 f -7. Sy 3 x 0lWv-0 K X fti 5,7A tz)( �'$�C2-�21� d •�2_-� �-� � [�-t��"n.. ( �- 0 . Dpi Oe�0S'�>j �� l d X210 --2 . G)�bq-K,cj..-:5eetq.v-G -1°3 lVwtuv . 6 P" MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Job Number 102-06-145 July 10, 2002 Client Name Prenatt/Ron Prater Const. APN Hart Lane Analysis 1997 UBC Dead Loads . Live Loads Roof Tile 10.0 '/2" plywood 1.5 16 psf Trusses 4.0 Insulat. 1.0 '/2" Gyp. Bd. 2.5 19 psf. Wall Stucco 10 Plywood 1.3 Framing 1.5 %" Gyp bd 2.5 Insulat. 1.0 17 psf Floor Concrete 50.0 40 psf Wind Loads P=CeCggIwhere Exposure B Ce = 0.62 @ 15 feet Cg = 0.3 in / 0.9 out windward roof q = 14.5 psf @ 75mph 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 Loads V=2.5CaIW/1.4R Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral Bearing = 250 psf / ft. ON 9-11-4 ►� IN A LUS26 O7 W IN I07 W W � :3U -U -G— D p$ Q i U o 3 A V m N B1 p ° z. L mD w nID V > A 1 _ 14-0 B2 m., ° ... ,.. o .� r 0 m N 1 B2 7 p y A 1 � N LUS2 W B2 b o m (Dm m O 1 B2 2 0 15-6 R9 ON 9-11-4 ►� IN A LUS26 O7 W IN I07 W W � 313 MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 ------------------- County of Butte July 10, 2002 Development Services Department Building Division 7 County Center Drive Oroville, CA 95966 Re: Prenatt/Ron Prater Construction Hart Lane I have reviewed the trusses and find them to be adequate. Thank you for your consideration. Yours, PERMIT NO.; 39-02 Lake Oroville Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: June 7, 2002 Applicant: R. D. Prater Applicant Ad -dress: Po Box 336, Palermo, CA 95968 Applicant Phone No.: 534-9230 Property Locations(s): 126 Hart Lane, Oroville, CA. 95966 Copley Acres Unit 3 Phase 3 Lot 60 A. P. No. (s): 036-800-067 Fees due: All fees paid. New single family dwelling. Application for service a Inspection(s) made and successful test(s) observed: Location: M SKU V ILLI; AXh;A UTILITY DISTRICT Lake Oroville Area Public Utility District release to close permit: Date: By Date: Y y � SITE PLAN REVIEW APPLICATION Date: 2-2$— 2 AP# 0 3 6— _Permit Number (if applicable) ' Q2 -2D i © )' APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: P d ®�Sc G A �L Telephone No.: 7!� L-1 — G� 23 C> Situs Address: i 2 b N A Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer • ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial F-1Industrial Addition ❑Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 0, In Site Plan Stamped Approved By Date 2— 28 GQ— Page 2Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: is ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ C hapman/Mu I berry (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 f-1• Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A ^ d2 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 P L - Side Side Street Rear �� 3 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula • ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -----------------------------------------------------------------------------------------------------7------------------- 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 Deed of Reference: Legal Access Required, ❑ No 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 ❑ Yes ❑ Yes ❑ 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 i Subdivision Map/Parcel Map: rc2,P, L2c�j-e, G.N `-r 3 �' Map Date of Recording: 2-2 v— I-) Lot: (o 0 Book: I `Z -Z- Page: 2 8 • ❑ Use Permit/Mlinor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper th 30%. The Erosion Control Plan must be prepared by a registered civil engineer or o;6 qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. • ❑ Class A roofs are required. Page 4 of 5 u 0 Summary of Specific Requirements: N Cr) 6 - This 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 e Z,I SITE PLAN REVIEW APPLICATION Date: 2-26- C> 2 AP# 03 b 60-0 -- O 6-7 Permit Number (if applicable) 0 2 —U3 a (a APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address Telephone No.: Situs Address: Proposed Use: 1 2 b H to fL-i- l✓ 1) Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 10 Site Plan Stamped Approved By Date Page 1 of 5 e ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ C hapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A —12 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' L_ 2lj P L Side 3 C Side Street Rear �� 3 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 ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Formula --------------------------------------------------------------------------------------------------7---------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement --� ❑ North Oroville Area ❑ Other (per map) Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal- ❑ Verify Legal Parcel F-1Verify 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 9 11 Subdivision Map/Parcel Map: L.oPt,c,7 N (.2eS G 10 11T 3'V H Map Date of Recording: 12-- IZ_ 6- 1) 1 Lot: ( d ❑ Use Permit/Minor Use Permit Permit Number: Book: `Z -Z - Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte Countyand P.R.C. 4290 Page: 2--) 2 F ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal- of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with `a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services. Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 a x 0 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\ luilding Permit Site Plan Revicwl.doc Page 5 of 5 i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICAr,*0N AND PERMIT M -paw ASSESSOR PARCEL NUMBER 036-800-067 ZONING AR BUILDING PERMIT OWNER RON PRATED. TELEPHONE 534-92-30 SO. FT. OCC. BUILDING VALUATION 2099 R 113,346- OWNERS MAILING ADDRESS P.O. BOX 336 PALERMO CA 95968 693 U 12.474, CONTRACTOR'S NAME RON PRAYER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 2 Q • ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 744.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 126 HART IN., OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ ��.qq.�� bV"o v� QUt'1...LT sAI. ES UKT 3 PH 3 P122-27/28 PLUMBING PERMIT Fling Fee 20.00 Each Trap it 7.00 77,00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 11-59 TYPE OF WORK New EX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF — 3BR w/Gana ye Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S G W 920.00 PERMIT FEE S 157,00 ELECTRICAL PERMIT Fling Fee 20.00 800V OR LESS Main Service 200A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is force and effect./' License Class Lic. NO.�4 �) C�• 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers'coGAR pen tion i nce c rrier and policy number are: Carrier t° Policy Number — (The above sections need not be completed If the permit Is for work of a valuation of one hundred lays ($100) or less.) ❑ I certi; that in e p rformance of the work for which this permit is issued, I shall not empl y p rson in any manner so as to become subject to workers' law of California, and agree that if I should become subject to the wpe alio provisions of section 3700 of the Labor Code, I shall c#Sc fwi ose provisions. h �.� , X Date L �� Signature of plicant - wner ontractor ❑ Agent An OSHA permit is required for excava Ions over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00SO 7200A CCU000A NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. S.3.50FT. 97.72 �"go�Ip MULTI -OUTLET IS 97,50 POWER APPARATUS a SINGLE ourLEf CIR. 0 .00 EX. Occup. OUTLET OR FIXTURES BAL p �. 0 Ex. Occup. oFIx�E�DTSA A DORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE S 140.72 MECHANICAL PERMIT Fling Fee 20.00 Heating 20-00 Cooling Hood 6.50 6-50 Ventilation 4-50 MM ACE 1; PERMIT FEP S8600 Mobile Home Installation Fee $ Energy Inspection Fee $ R-21 -46-00 oo TM� TOT L FEE $ 1, 676.90 HAZ. D. FEES IMP FL000 CD PARC HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ate Receipt No.L.32 � 86-91 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 07 COUNTY OF BUTTE -DEPARTMENT OF;DE EL'OPMENT SERVICES -BUILDING DIVISION . i' 7 County Center Drive, Oroville, CA`95'9'6 ' Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: Counter Technician: Date: D J S' Items required in order to apply for a permit. All boxes MUST be checked OR m4 ked NA in order to apply. Z1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. E� 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. :r/. Engineered truss details and layouts in duplicate. No faxes! 5. 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 foundation plans, all in duplicate. fot7. 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. �4y 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. 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 .................................... ❑ N. Letter of intent for non-residential buildings.......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Nazardous Material Form............................................................................... ❑ 13. Other .... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ................................... y ❑ 15. Statement of Intent for Non -heated and A/C Buildings ......................... :!.. r..... ,.. 16. Sanitation and plot plan approval from the Environmental Health Departmenti ❑ 17. City of Chico Plumbing permit... \� , 8. California Department of Forestry plan approval paid. Sent by: 19. Planning approval for (A) Use: D K (B)Parking: (C) ar el Cheek: 2_ -68-0?- 20. 68-0220. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).. I ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner).....................EJ/•� 26. Letter of Signature authorization.................................................................... 127. Recorded copy of Agricultural Acknowledgment Statement .................................... �a- ❑ 28. Manufactured home utility cleararice............................................................... c ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. '❑ Graht Deed, ❑ M.IT.-Jitle/Statement of Facts, ❑ Letter from. Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telepho and hold for pickup. I have been infor Applicant: items and requirements for obtaining a buildin ermit. ` Date: ZED v 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by L7 phone, ❑ mail, ❑ counte`r, by Date: " t Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑�'counter, by Date: Plans reviewed by: Date: , Plans approved by: / Date: Structural reviewed by: Date: .�` Structural approved by: Date: S 'Note transfer by: Date: s Yellow' Building Division Plan Check Letter COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT�SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL:E, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. \ i '_� `xlN � PROPOSED BUILDING USE S 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES / (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK�� $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.# 0'O DATE _ _ '2' C2 - RECEIPT # DATE REC. m�I� 1 , At time of permit application, I w ad is a above fees are required to be paid prior to issuance of the building permit. These fees may be changed during th la ng ocess. APPLICANT DATE o Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 1 abov may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) �,,,, .r,r-.,v+' -'va..;.�....,.�-..n*.;. ...,,-^.. �,�,.:.-..� r.R� .-^=Ar++....�".�ri#,,..�+�Y1L.Y 7V"r. r.� '"n'Yi"�-•"`.''."'t"`Y` '"rte �M .t .. .-. _.. �_ �.t� � .. }.: . .. a �\ BUTTE COUNTY SCHOOLS IMPAC T`FEE CERTIFICATION FORM (One formperIldi'ng) School District ` &e '. 1 .i t. ; •:... Building Department No. A.P. Number'` , . `kjq v —010 7 Jurisdiction: � City County � " Property Owner/ / Property Location/Address 4;? 47 Subdivision Lot No. D V Residential Development 0 �.. ............................................................................................................... �, Sq. Footage [ Y No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # " '(No foundation inspection): Commercial/Industrial 0 Sq. Footage New Addition (Including Exterior s Roofed Areas) Building Dep rtment Representative. Date Irioor clans reviewed by School District Personnel) District Identification No. 015 1 a School District certifies that � (Applicant) VV (Street Address) (Phone. Number) CA (City) (State) (Zip Code) has complied with the requirements of Resolution No.. �C1- ' 0 by payment of $ representing Q010 yC11 square feet. , School District Representative Paid by Check A Remarks: AB 2926 $ FULL MITIGATION $ �s-a�-off Date 11 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 (CEQA), v 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.xls 00/98)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 21 -Nay -2002 2002-0026118 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as. follows: Lot 60, as showen on that certain map entitled,•Copley Acres Subdivision Unit #3, PhaseIII", which map was recorded in the office of the recorder' of the county of Butte. state of California, on February 28, 1991, in book 122 of maps at pages 27,28. This deed is made and accepted upon the convenants conditions and restrictions as set -forth in that certain declaration of restrictions recorded February 28,1991,under Butte county recorder's serial no. 91-7665,Butte County,California; All of which are incorporated herein by reference thereto with the same force and effect as though fully set forth herein at length and grantees by acceptance of this deed apprbve,adopt,ratify and agree to terms of said declaration. APN 036-800-067-000 Date �l PROPERTY OWNERS: State of California County of AOV7* On - ij/_ 0,2 before me, personally appeared__ %le,✓o personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and otiic'al seaL ��^ ^ ^RICHARD FEUERSTEIN Signature Seal: COMM. #1299529 NOTARY PUBLIC -CALIFORNIA ; BUTTE COUNTY A.P. # My Comm. Expires April 13, 2005 i May 8, 2002 County,bf Butte- FINAL REVIEW Jul/isdiction'Appl. No.; 02-386 LPDA Job No. 202015-012 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Re: Plan Review: Prater SFD f Address: 126 Hart Street Dear Mr. Vieira: Linhart Petersen Powers Associates (LPZA) has completed a tip. al review of the fol;owing documents: 1. Plans: Three (3) revised copies of -pages A and 1 through 6 dat August 16; 2001 (revisions undated) by R. D. Prater Construction Co. 2. Structural Calculations: One (1) copy dated 9-10-01 by Michael Mooney, P.E. and' e (1) copy of gravity load calculations, undated, by Michael Mooney; P.E.; both returned, z'h previous submittals. Two (2) copies of supplemental calculations, undated, by Michael Mooney, P.E. ,3. Title 24 Energy Compliance Documentation: One (1) copy dated September 27, 2001 by Fox Company and returned with previous submittals. 4. Truss Calculations: One (1) copy dated 9-4-01 by BluSar Manufacturing and returned with previous submittals. I Note: Floodplain Mitigation Measures and/or comments will be reviewed by Butte County. These documents were reviewed only for their conformance to the 1998 California Building, Plumbing, Mechanical, and Electrical Codes (i.e., state amended 1997 UBC, UMC, and UPC and 1996 NEC). We have no further comments. - Enclosed, please find the above -noted 'documents bearing LPA A approval stamps on the " appropriate sheep Please do not hesitate to contact us with any further questions. Sincerely, LI R EN POWERS ASSOCIATES - William T. (Bill) odgers, SE Structural Engin er i WTR/MB:kb 1I enclosures v F:IButte. County 0.151Butte County. 20021202015-012-PCF.doc LINHART PETERSEN POWERS ASSOCIATES L PzA Bin tvo: 43 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX (916) 725-8242 Toll Free (877) 235-0653.: G tz �o clS .-P LPZA S sic -�c8o �7 caw r. April 22, 2002 C611y of Butte- SECOND REVIEW ?' Jurisdiction App!. No.: 02-386 LP2A Job No. 202015-012 Mr. Michael Vieira County of Butte t 7 County Center Drive _Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 - Re: Plan Review: Prater SFD Address: 126 Hart Street J Dear Mr. Vieria: Linhart Petersen Powers Associates (LP2A) has completed a second review of the following documents: , 1. Plans: One'(1) revised copy pages A through 6 dated August 16, 2001 by R. D. Prater Construction Co, ` 2. Structural Calculations: One (1) copy dated 940-01 by Michael Mooney, P.E. and one (1) r copy of gravity load calculations, undated, by Michael Mooney, P.E. - 3. Title 24 Energy Compliance Documentation: One (1) copy dated September 27, 2001 by Fox Company., , 4. Truss Calculations:' One (1) copy dated 9-4-01 by BluSar Manufacturing. Note: Floodplain Mitigation Measures and/or comments will be reviewed by Butte County. These documents were reviewed only for their) conformance to the 1998 California Building, Plumbing, Mechanical, and Electrical Codes (i.e., state amended 1997 UBC, UMC, and UPC and 1996 NEC). Our comments follow on the attached list. Please submit an itemized response letter and two (2) sets of complete and revised documents with all revisions clouded. Sincerely, LINUvARIE EN POWERS ASSOCIATES r Willia .(Bill) odgers, SE Michael Bayless Structural Engi er Plans Examiner, WTR/MB:kb - enclosures. cc: Applicant F:IButte County 0150utte County 20021202015-012-PC2.doc LINHART PETERSEN POWERS ASSOCIATES t PZa Bin No. as 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 FAX (916) 725-8242 Toll Free (877) 235-0653 Prater SFD • ' ; •. County of Butte - Second Review 126 Hart Street LPZA Job No.: 202015.012 April 22, 2002 ` Page 2 Re: Occupancy Group(s): R -3/U-1 Type of Construction:, V -N i Stories: One Building Area (sq. ft.): 2099/645 B. The following plan review documents are based on the County,'of Butte' Building Regulations. For your convenience, the following _comments are referred ' to the 1998 California Building Code (i.e., 1997 UBC, et al, as amended by the State of California) unless otherwise noted. C. 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 -check and hopefully, approval of this project. Thank you for your assistance. E�. Please be sure to include on the resubmittal the architect's/engineer's "wet" stamp, signature, registration number and expiration date on all sheets of 'plans depicting structural designed ele_ ments.and on the cover sheets of specifications and calculations. UBC 106.3.2 ' F. The following comments numbered per the original list require further response and/or revision. The format includes a restatement of the original, comment followed by a new or clarified re -check comment in a separate bolded and italicized paragraph.' STRUCTURAL COMMENTS: S2. , Sheet 3, Roof Framing Plan: A. Please provide section details at the interior shear walls on Lines B and 6 showing how lateral forces in the roof diaphragm are delivered to these walls. , Detail S2/5, occurring at Line 6, is incomplete. Show the complete lateral load path. See also trusses E1 through E5, with X to 5' -tall vertical webs at Line 6, and show -shear transfer from the roof, diaphragm,, through these webs, to the double top plate of the wall below. B. Clearly identify all roof diaphragm chord / collector elements (those elements ti receiving diaphragm boundary fastening) and their respective splices / connections. Supporting structural calculations are required for these elements. .Additional information required includes, but is not necessarily limited to, the following 3. - Indicate.a chord tie between Truss E5 and the 6x12 porch beam that it is aligned with. (The porch diaphragm is apparently taken in rotation.) Clarify response: If not taken in rotation, how is the roof diaphragm over the rear porch laterally restrained to primary structure? "Drag trusses", if utilized, must be identified on the drawings. The identification must include axial loads they are intended to resist. Reference UBC 1633.2.6 and 2315.5.2. r � • Prater SFD County of Butte - Second Review • 126 Hart Street LPZA Job No.: 202015.012 April 22,E 2002 Page 3 Connection details associated with these ties must be detailed on the drawings per UBC 1633.2.3. r .D. Specify all posts and/or. trimmers supporting girders trusses and long -span headers. r' \ Comment remains outstanding. Specify posts and/or, trimmers at 16' ` garage door header'(±4 kip reactions), and girder\trusses'C1, E1, K1, and ' L1 (±2 kip reactions). H. Detail E/5: Amend this detail to show,gable-end truss/wall-top plate out -of -plane - bracing requirements. Comment remains outstanding. Detail E shows no load path for outward out -of plane wind loading on the gable -end wall. See attached detail for example. - S3. Sheet 2, Floor [and Shear Wall] Plan: ; B. R r Please amend the analyses of the shear walls on the numbered grids to utilize a base shear coefficient equal to 0.143, n6t.0.117, derived using R=4.5. UBC Table 16-N, Item 1.1.b and 1630.4.4. ti Comment remains outstanding.- See Table 16-N, Item 1.1b. The GWB sheathing - at the back of the Garage (Line 6) is not considered wood 7 " structural panel sheathing. -' See UBC 2302 for the definition of wood structural panel, and 2315.5.3 for additional commentary regarding wood structural panel. If you. have any questions regarding the above comments, please contact Bill Rodgers, SE (structural) and/or Mike Bayless (non-structural) at 916-725-4200 between 9:00 A.M. and 4:00 P.M., M -F. i [END] ,r - \ 9 0 Structural Engineers Association of California (12, 7-09) SNS /-BN 4" MAX [MATCH WALL BELOW] E> EN 4" MAX BRACE PER PER PLAN] EN [FA] PER SCHED TRUSS FOR TOP PLATES SPLICE PER SCHED Example Detail: GABLE END TRUSS OVER SHEAR -WALL Load Path: In plane loads (top to bottom): Roof panel; nail (BN); flat block; shear nailing (SN); top chord of truss; nail (EN); wall panel; nail (EN); bottom chord of truss; FA connector; top plate; nail (EN); wall panel; ... Discussion: The double plates at the ceiling line are straight and can spliced with the typical top plate connection. The diaphragm nailing to the flat blocking (BN) is often missed. Out -of -plane top of wall (bottom chord of truss) bracing is normally required to laterally support the top of the shear wall. The panel is shown on the face of the gable end truss. Gable end trusses generally have 2x4 flat verticals to receive the panel nails. Special trusses designed for lateral loads may be used in lieu of a paneled truss., January 1, 1997 Seismic Detailing - Example Common Roof Details 7-9 Ln�aru-Uh Y.AV CH_CF; LETTER OATEN. PLAN CHECK ITEM tt RES1FnO►AvSt BY: LOCATION ON PLANS:CALCS: COMMENTS: —SFS' � S PLAN CHECK fTEM # -!E� 2 Q� RESPONSE BY: �A, 0400 vie-/ LOCATION ON PLANSICALCS: COMMENTS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: QeQ tt7S >oC �j` � R -C(_; O S3'� Lo,-),) Ole— PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: SZ r3 2 cwt COMMENTS: �N d`T P� � 2r�. ~C -f721 Ey PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: —Qs ->c tA 0 sn- IN VIE 0 (t,) ",yi\- i oo — N o C ttoa(o -PE7 PLAN CHECK ITEM # 'S2 zol ) RESPONSE BY: MAA LOCATION ON PLANS/CALCS: COMMENTS: ROFE PLAN CHECK ITEM # RESPONSE BY: LOCATION �2 �P C� I l� C COMMENTS. LdLoN 2 9 IM �Q APR 1.2.2002 1 SACRA PETER �ASSOC$ / [RESPONSE FOR F.AN CHECK, LETTEER DATED. PLAN CHECK IT'EM 0 • RESPONSE BY: etc.) u� r COMMENTS: (C'i�`7�`�• LOCAT;ON'ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: C-3) COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: Z- Cli COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: I SCO K T1s= C �ilf 1 Lf .S' PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: 5 2 (F) 2 COMMENTS: COLLLLtit U C. S C. Mtg -,pnJv`r�T LAJ a` l �) PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:���� ZY� t/1�--,7ic�SL<tC`V� '�Y rnUSi�D. PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS.'4 1 Lod [RESPONSE FOR F. 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COh1MENTS: LOCATION ON PLANSlCALCS: PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: SCG, V COMMENTS: Y) PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS, , r March 29, 2002 l • y Coun�of Butte- FIRST REVIEW Jurisdiction Appl: No.: 02-386 ` LP2A Job No. 202015-012 Mr. Michael Vieira County of Butte - 7 County Center Drive - 1 Oroville, CA 95965-3397 Phone: (530) 538-7541 y Fax: (530) 538-2140 ! Re: Plan' Review: Prater SFD Address: 126 Hart Street - Dear Mr. Vieria: Linhart Petersen Powers Associates (LP2A) has completed a first review of the, following, documents: - 1. `: Plans: One (1) copy pages 1 through 6 dated, August 16, 2001 by R: , D. Prater. Construction Co. 2. Structural Calculations: One (1) copy dated 9-10-01 by Michael Mooney, P.E. and one (1) copy of gravity load calculations, undated, by Michael Mooney, P.E. 3. Title 24 Energy Compliance Documentation:, One (1) copy dated September 27, 2001 by Fox Company. 4. Truss Calculations: One (1) copy dated 9-4-01 by BluSar Manufacturing. Note: -Fte These documents were reviewed only for their conformance' to , the 1998 California Building, Plumbing, Mechanical, and Electrical Codes (i.e., state amended 1997 UBC, UMC, and UPC and 1996 NEC). - Our comments follow on the attached list. Please submit an itemized response letter and two (2) sets of complete and revised documents with all revisions clouded. Sincerely, LIN R EN POWERS ASSOCIATES r William T. (B 1) Rodgers, SE , e - Structural En ineer Plans Exa WTR/MB:kb - r enclosures 1 / • 1 cc: Applicant 1 PlButte County 0151Butte County 20021202015 -012 -PC 1.doc , LPZA Bin No. 43 LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 t (916) 725-4200 FAX -(916) 725-8242 --'Toll Free (877) 235-0653 Prater SFD 00unty of Butte - First Review 126 Hart Street LPIA Job No.: 202015.012 March 29, 2002 Page 2 A. Provide the following general information on the cover sheet of the plans: Re: Occupancy Group(s): R -3/U-1 Type of Construction: V -N Stories: One Building Area (sq. ft.):. 2099/645 B. The following plan review documents are based on the County of Butte Building Regulations. For your convenience,- the following comments are 'referred to the 1998 California Building Code (i.e., 1997 UBC, et al, as amended by the State of California) unless otherwise noted. . I ' C. 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 -check and hopefully,. approval of this project. Thank you for your assistance. D. For clarity, specify on cover sheet that the 1997 UBC, UMC, UPC, and 1996 NEC, as amended by State of California and local jurisdiction are applicable to this project. Sheet E. Please be sure to include on ,the resubmittal the architect's/engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting structural designed elements and on the cover sheets of specifications and calculations. UBC 106.3.2 0 ARCHITECTURAL COMMENTS: No Comments MECHANICAL. PLUMBING AND ELECTRICAL COMMENTS: Al. Speci>toma* ic anc a of the water heater to include anchors or straps at points within ower one-third of its vertical dimension, the lower anchor/strap locatei inimum distance of 4 inches above the controls. Sheet 2, UPC 510.5 a T-24 ENERGY'COMPLIANCE COMMENTS: A2. - Amend the plans to specify fluorescent lightii requirements,. mandatory measures.' Sheet 6, and 2 Amend the plans with regard to lighting V A. Bathroom lighting requirements require room with a shower or bathtub. AA hlgh- no longer satisfies this requirement. in the throoms ,per Title 24 energy iliforniq Energy Code Section 150(k) 1 follow'd: -efficiency light source in each NOTE: An alternative to the bathroom ' htin is to install both of the following: (1) a high -efficiency lamp in a utility r om, la ndry.room or garage and (b) all Prater SFD 0-ounIty of Butte -First Review 126 Hart Street LP2A Job No.: 202015.012 March 29, 2002 _ Page 3 light eri a l " o[rnted-fo fhextef the residenc�for outdoor lighting ,,-nnmt' ave either high -efficiency lamps.or equipped with a motion sensor. -STRUCTURAL COMMENTS: S1. Please provide material specifications for the construction' materials utilized in this project. Tl a specifications must also outline any Special Inspection requirements that may be required for this project. Include notation indicating that the Building Official will be provided certificates of conformance for the glulam beams. S2. Sheet 3, Roof Framing Plan: A. Please provide section details at the interior, shear walls on Lines B and 6 showing how lateral forces in the roof`diaphragm are delivered to these walls. B. Clearly identify'all roof diaphragm chord / collector elements (those elements receiving diaphragm boundary fastening) and their respective splices connections. Supporting structural calculations are required for these elements. Additional information required includes, but is not necessarily limited to, the following: ` 1. Indicate chord/collector ties at each end of Truss D1, and specify the axial load this truss must resist. 2. Indicate a chord/collector tie between Trusses A2 and B2, and specify the 1 axial load these trusses must resist. 3. Indicate a chord tie between Truss E5 and the 6x12 porch beam that it is `aligned with. (The porch diaphragm is apparently taken in rotation.) 4. Indicate chord/collector ties at each end of Truss .H3, and at the end of Truss K1 nearest Truss H3.' , 5. Identify a roof diaphragm chord, element over the, front Entry"door, and show how this chord is connected to the adjoining diaphragms. 6. Indicate a collector tie at the "heel" end of Truss M1. "Drag trusses", if utilized, must be identified' on the drawings. ,The identification must include if loads they are'intended to resist. Reference UBC 1633.2.6 'rand 2315.5.2. Connection details associated with these ties must be detailed on the drawings per UBC 1633.2.3.E - 4 C. Specify roof diaphragm nailing requirements. D. Specify all posts and/or trimmers supporting girders trusses and long -span headers. y � t Prater SFD County of Butte - First Review 126 Hart Street LPA Job No.: 202015.012 March 29, 2002 y . Page,4 E. Provide section details at the rake walls over the Entry area. F. Provide or specify positive connections between the 6x12 headers and their supporting posts at the rear covered porch. G. Provide Calif. -fill framing details and specifications. H. Detail E/5: Amend this detail to show gable -end truss/wall top plate out -of -plane. bracing requirements. I. Detail D/5: Amend. this detail, to show blocking and 'diaphragm (vertical and horizontal) edge nailing requirements. S3. Sheet 2, Floor land Shear Wall] Plan: A. Indicate the length (required by calculation) of all shear walls. B. Please amend the analyses of the shear walls on the numbered grids to utilize`a j base shear coefficient equal to 0:143, not 0.117, derived using R=4.5. UBC Table 16-N,.Item 1.1.b and 1630.4.4. ' i _ r C. Holdowns are required at each side of the 9'; garage door. ' D. Line F: Please check overturning at the 4' panel in this line. The estimate tension load to resist overturning is 0.35 kips. r E. Specify the holdown posts. S4. Sheet 4, Foundation Plan: A. Specify anchor bolt spacing requirements (6' o.c. max., minimum two bolts per , piece, etc.), minimum anchor bolt embedment, and 2x2x3/16 plate washers r. between the anchor bolt nuts and wood sill plates. UBC 1806.6., B. Provide section details at the'front, rear and sides' ofthe garage. Show curb requirements, anchor bolts requirements, slab'steps, footing. dimensions, etc: C. Detail A, and. others similar: Indicate plywood edge nailing requirements at the sill plates. 5 If you have any questions regarding the above comments, please contact Bill Rodgers,' SE (structural) and/or Mike Bayless (non-structural) at 916-725-4200 between 9:00 A.M. and 4:00 P.M., M -F. [END] 1 r ' April 22, 2002 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: Address: Dear Mr. Vieria: Prater SFD 126 Hart Street County of Butte= SECOND REVIEW Jurisdiction Appl. No.: 02-386 . LP'A Job No. 202015-012 Linhart Petersen Powers Associates '(LP2A) has completed a second review of the following documents: 1. Plans: One '(1) revised copy pages A through 6 dated August 16, 2001 by R. D.. Prater Construction Co. 2. Structural Calculations: One (1) copy dated 9-10-01 by Michael Mooney, P.E. and one (1) copy of gravityload calculations, undated, by Michael Mooney, P.E. 3. Title 24 Energy Compliance Documentation: One (1) copy dated September 27, 2001 by Fox Company. 4. Truss Calculations: One (1) copy dated 974-01 by BluSar Manufacturing. Note: Floodplain Mitigation Measures and/or comments will be reviewed by Butte County.. These documents were reviewed only for their conformance to the 1998 California Building, Plumbing, Mechanical, and Electrical Codes (i.e., state amended 1997 UBC, UMC, and UPC and . 1996 NEC). Our comments follow on the attached list. Please submit an itemized response letter and two (2) sets of complete and revised documents with all revisions clouded. Sincerely,RE C E+ I V ED. - RECEIVE LIN R E EN POWERS ASSOCIATES MAYO 12002 LINHART PETERSEN POWERS ASSOCIATES Willia . (Bill) Odgers, SE Michael Bayless Structural Engi er ..Plans Examiner WTR/M B: kb enclosures cc: Applicant F.-Outte County 0151Butte County 20021202015-012-PC2.doc LPZA. Bin No. 43 LINHART PETERSEN ,POWERS ASSOCIATES. 7610 Auburn Boulevard ..Citrus Heights, CA 95610 (916) 725-4200 •. FAX (916) 725-8242 Toll Free (877) 235-0653 . Prater SFD 126 Hart Street April 22, 2002 Re: Occupancy Group(s): R-3/1.1-1 Type of Construction:. V -N Stories: One Building Area (sq. ft.): 2099/645 County of Butte - Second Review LP'A Job No.: 202015.012 Page 2 . B. The following plan review documents are based on the County . of Butte Building Regulations. For your convenience, the following comments are referred to the 1998 California Building Code (i.e., 1997 UBC, et al, as amended by the State of California) unless otherwise noted. C. 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 -check and hopefully, approval of this project. Thank you for your assistance. E. Please be sure to include on the resubmittal the architect's/engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting structural designed elements and on the cover sheets of specifications and calculations. UBC 106.3.2 .F. The following comments numbered per the original list require further response and/or revision. The format includes a restatement of the original comment followed by a new or clarified re -check comment in a separate bolded and italicized paragraph. STRUCTURAL COMMENTS: S2. Sheet 3, Roof Framing Plan: A. Please provide section details at the interior shear walls on Lines B and 6 showing how lateral forces in the roof diaphragm are delivered to these walls. Detail S2/5, occurring at Line 6, is incomplete. Show the complete lateral load path. See also trusses E1. through E5, with 3' to 5' -tall vertical webs at Line 6, and show shear transfer from the roof diaphragm; through these webs, to the double top plate of the wall below. B. Clearly identify all roof diaphragm chord / collector elements (those elements receiving diaphragm boundary fastening) and their respective splices /- connections. .Supporting structural calculations are required for these elements. Additional information required includes, but is not necessarily limited to, the following: 3. Indicate a chord tie between Truss E5 and the 6x12 porch beam that it is aligned with. (The porch diaphragm is apparently taken in rotation.) Clarify response: If not taken in .rotation, how is the roof diaphragm over the rear porch laterally restrained to primary structure? "Drag trusses"; if utilized, must be identified on the drawings. The identification must include axial loads they are intended to resist. Reference UBC 1633.2.6 and 2315.5.2. • Prater SFD County of Butte - Second Review 126 Hart Street LP2A Job No.: 202015.012 April 22,'2002 Page 3 Connection details associated with these ties must be detailed on the drawings per UBC 1633.2.3. D. Specify all posts and/or trimmers supporting girders trusses and long -span headers. - m/ Comment remains outstanding. Specify posts and/or trimmers at 16' garage door header (t4 kip reactions), and girder`trusses C1, E1, K1, and L1 (t2 kip reactions). H. Detail E/5:" Amend this detail to show gable -end truss/wall top plate out -of -plane bracing requirements. Comment remains outstanding. Detail E shows no load path for outward out -of -plane wind loading on the gable -end wall. See attached detail for example. - S3. Sheet 2, Floor [and Shear Wall] Plan: B. Please amend the analyses of the. shear walls on the numbered grids to utilize a base shear coefficient equal to 0.143, not 0.117; derived using R=4.5. UBC Table 16-N, Item 1.1.b and 1630.4.4.:. . Comment remains outstanding. See Table 16-N, Item 1.1b. The GWB n( sheathing at the back of the Garage (Line 6) is not considered wood Y structural panel sheathing. - See UBC 2302 for. the definition of wood structural panel, and 2315.5.3 for additional commentary regarding wood structural panel. If you have any questions regarding the above comments, please contact Bill Rodgers, SE (structural) and/or Mike Bayless (non-structural) at 916-725-4200 between 9:00 A.M. and 4:00 [END] Structural Engineers Association of California . (12, 7-09) ME 4" MAX EMATCH WALL BELOW] 4" MAX TRUSS TOP PLATES SPLICE PER SCHED Example Detail: GABLE END TRUSS OVER SHEAR WALL Load Path: In plane loads (top to bottom): Roof panel; nail (BN); flat block; shear nailing (SN); top chord of truss; nail (EN); wall panel; nail (EN); bottom chord of truss; FA connector; top plate; nail (EN); wall panel; ... Discussion: The double plates at the ceiling line are straight and can spliced with the typical top plate connection. The diaphragm nailing to the flat blocking (BN) is often missed. Out -of -plane top of wall (bottom chord of truss) bracing is normally required to laterally support the top of the shear wall. The panel is shown on the face of the gable end truss. Gable end trusses generally have 2x4 flat verticals to receive the panel nails. Special trusses designed for lateral loads may be used in lieu of a paneled truss, January 1, 1997 . Seismic Detailing - Example Common Roof Details 7-9 PLAN CHECK. ITEM K� COMMENTS: VA ta)Ls L, --YD RESPw4sE BY. UALc c) L, -- LOCATION ON PLANS,CALCS: PLAN.CHECK ITEM # S2 -3 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: A- G Qv.1S Azdvl'0 00 PLAN CHECK JT t/ RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLANS/CALCS:. PLAN CHECK ITEM RESPONSE BY: •• LOCATION ON PLANSICALCS: 11.1 I v�L Mz COMMENTS: 1./6� PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: s`3 CQ1 At A - S COMMENTS: ZE\nS 'Frzs�- PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: FE PLAN CHECK ITEM # RESPONSE BY:Q.XNON PLANS/CALCS:. nona COMMENTS. 1 RECEIVED MAX 0 1 2002 UNHART PCEf�ERSeNNrPOWFAS ASSOCIATES rtCJ�U\Jt kUrc P.AN ChECK LETTER DATES. PLAN CHECK ITEM p� RESPONSE BY: COMMENTS: NV.'n Yi S (�E'T'l it1 �h � Y� kus LOCATION ON PLANS,CALCS: ------------ PUVJ CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: C �T1.L SI S ✓� 52.�`� COMMENTS: COMMENTS: N O'T {� (tJ �D�C�CI 0 — N KUYZ fD TT C PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: oeo SCS *hoc -N-)(2kG f-bQ.rc--- � S3'� CrOLJJ 0� PLAN CHECK ITEM # 52 t3 2 - RESPONSE BY: RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: COMMENTS: N O'T {� (tJ �D�C�CI 0 — N KUYZ fD TT C PLAN CHECK ITEM # S2 3 RESPONSE BY: RESPONSE BY: 1M .VA LOCATION ON PLANSICALCS: COMMENTS: �p Rt.0 N O'T {� (tJ �D�C�CI 0 — N KUYZ fD TT C PLAN CHECK ITEM # �2 L-1, r) ' RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: [`�_.`�-S �� G C�t� P Ur L : 'C� �L�-! IC /L{y.J� 6l4t� 'S/CA 2� PLAN CHECK ITEM # RESPONSE BY: LOCATIO 'S/CA 2� Z COMMENTS. �''Q�( LdAl - �I ffi(jj�Cvt/� U -A �l W�i2� 't `` m�s�awa u�ryamrf� MAY 0 12002 uNHggT PE7� sE�i u ASSOCIATES OWERS IrtESPO�SE FOR F.AN CHECK LETTER DATED, RESPONSE BY: { PLAN CHECK ITEM R RESPONSE BY: LOCATION ON PLANSlCALCS: COMMENTS: PLAN CHECK ITEM # 521 RESPONSE BY: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # S -z Cc RESPONSE BY: LOCATION ON PLANS/CALCS: C-3) COMMENTS: PLAN CHECK ITEM # 2- JD) RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # Com ) RESPONSE BY: r `A, LOCATION ON PLANS/CALCS: COMMENTS: cr PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: 6 2 (F) V`k. M 2 COMMENTS: L``O11LfIWt Q L -A-,(95' C?. MtCi ---p�d L!�m10 LAJ t`Tti1 t�S� PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 2 %-C ✓>GLS j 2/^� �Pi__= ., 7/f Sl t�� 6Y %IZUSS 9-L PLAN CHECK ITEM # 521 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS. 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COMMENTS: UJotc PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS.