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HomeMy WebLinkAbout064-600-0131 4,1. RESIDENTIAL ` 064-600-013 PERMIT#98-0222 'f HARDING, Jim Jr. PERMIT NO. 6232 Wesleyan Ct. , Magalia New Single Family /lC' PERMIT EXPIh". ^7 OWNER CONTR. ASSESSOR PARCEL LOCATION ,J DETACH FOR SERVING UTILITY��� Temp. Power Pol Address Called PG&E, GAS Meter By Date Temp. Elec. Seryl ELECTRIC Meter By Date I Called PG&E- Temp. Gas Service Called PG&E % JOB FINALED (Date) Signature V=OK 0 = Not OK Not = Not Applicable ble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size•DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer, Location -Test -Fall -CRO -Concrete 4. Wood Awn.; Posts-Beams-Rftm.-Connectors Shthg.-Rfg: Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Locabon•Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / /LYt / /Nat or/ /"L°ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'a 3. Gas; MH Test-Demand-Valhe•Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability - 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and lighting, Distance-GFI 7. Water and Sewer Connected -C/0 to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts -CFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir Test Nster Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size•DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftm.-Connectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -lendings 12. Braced Wall. Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'a 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 -CFI 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 Nster Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 _No O = Not OK RESIDENTIAL - = Not Applicable . = Not Ready Date ,..,'UNDERFLOOR (Plants) OK except #a Zoni Setbacks-Easments-FI lope Main; Soils-Elec. G 2/' Fig. Depth 3-1Ftg. Garage; Soils-Steel-Elec. Gmd/ /" Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ P Fig. Depth mwalls, Main;'Steel-Blockouts-Wrapped e IIs, Garage; Steel-Blockouts-Wrapped ebeofiold Downs and Special Anchors +Qireplace Ftg.-Steel 9 �tVV.; Fall -Fitting -Test -2 Way CYO -Sewer Test 10 F. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 1L --Water Pipe: Test-Anchors-ReaulatorService Test 13dPienums & 1/Access & Ventilation 1(if6. Insulation Date Card B-1 Date Card B-1 Date C/ �,,. Card B-1 Date Card B-1 Date /PLUMBING (Permit) OK except #'s 1 .Nater Htr.; Vent -Access -Combustion Air Baffle .ter Pipe; Test & Anchor -Nail Protection 1. D.W.V.; Test Fittings & Anchor -Nail Protection ,,$O�-Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2 . ixture & Transformer Clearance -Ins. Protection . Pec. Receptacles Spacing -Lights & Switches at Doors 26.'ize Boxes & No. of Conductors Stapled 2 . Romex Installed Close to Edge of Studs & C.J. 2'f fquip. Ground made up w/Mech Fastners-Bond Gas & Water 2.. Appliance Circuts in Kitchen & Conductor Size GFI X29. Subfeed Wire Size / J / ga. C or AI-A.C. Wire Size / / ga Cu or Al Range Circ. / . -,/ ga Cu or n Circ. / / ga Cu or AI lfjsulated Neutral 0 Yes 0 No Service -Riser Conductors & Ground -Main Disconect ,32!Equip. Clearances Panels-Motors-Mech. Epuip. W. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date 7 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 36�Oent Fan, Exhaust above insulation condensate Drain & Overflow, Size & Grade 38.,fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 34. Attic Access & Platform if Furnace in Attic Date 11 Card B- Date Card B-1 Dates Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s its Proper Materials & Anchors 41. alls Studs -Nailing Spacing & Braces -Plates -Sound 4 . earing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing (Single & Duplex) Date / FRAMING (Continued) 4p Hangers -Post Caps -Anchors -Connectors 7. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles `, Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing property Line Firewall & Openings Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 45 _ Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4&,, Iywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer ,_jj7 %Wc co Mesh -Drip Screed -Fd. Vents-Underflr. Access 5,Y Glazing Area -Glass Protection -Skylights -Plastic !j'MBrace Interior / Exterior Wall Panels�'2',��� Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date /FINAL (Plans) OK except #'s E�ct Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace; Vents -Clearance -Comb, Air-Conector- IryGarage; Above Floor -Ducts -Meeh. Protection ,-66'_ Broom Exiting J.K & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails lace or Stove, Clearance -Hearth lec. Outlets at Wood Panel, Int. & Ext. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance lec. Outlets & Rece ticales at Kit. Counter K,Garage Fire Door; Swing -Landing -Closure C. Duct in Garage -Damper 6. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Gara e; Above Floor -Meeh. Protection Pb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (G.FI.)-Romex Protection . Insulation -Foam -Looked in Attic Guard rails & Deck Construction -Post Caps 8/. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth ,Clearance Looked under Floor 0 Yes Following Instld./Drive 0 Yes 0 NoNValks 0 Yes 0 No/Planters 0 Yes 0 No 196. Stucco Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 8Be Glass Protection Corrections from Previous Inspections 2iflas Test -Meters Tagged, Gas -Electric Ww'Water & Sewer Connected -C/O to Grade -HD Approval 9 nergy Compliance Certificate -Other Certificates Date L_ nj 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: COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 n PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT i ASSESSOR PARCEL NUMBER 064-600-013 ZONING R1 BUILDING PERMIT OWNER JIM HARDING JR. TELEPHONE 877-8237 SO. FT. OCC. BUILDING VALUATI OWNER'S MAILING ADDRESS 5797 ACORN RIDGE DR., PARADISE CA 95969 1827 R 8 658 484 U 8,712 CONTRACTOR'S NAME SAME TELEPHONE 200 0 1,400 24 C 312 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER NONE LENDER'S MAILING ADDRESS NONE Fireplace "All 1,500 Total Valuation $ 110.582 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 678.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS 6232 WESLEYAN CT., MAGALIA Plan Checking Fee $ 440.70 BUILDING ADDRESS Energy Plan Checking Fee $ 46-00 $ PERMIT FEE $ 1184.70 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Yff Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heatpump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New )ff Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: TO BE MASTERED MASTER #94-27 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 9-00 r! Mobile Home S I G W 920.00 I PERMIT FEE s 143.00 ELECTRICAL PERMIT Fling Fee 20.00 e00V OR LES9 Main Service noon 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 wit 9 (commencing h Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. 45 �1 (o � OWNER -BUILDER DECLARATION 1 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 Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BUDS. s0 3.5¢FT. 79.70 NEW CONST. MULTI -O UTLET NON-RESID. ANC c c @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL 20 @ I.50 Ex. Occup. DUTEIETS R IES p.0� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 122 , 70 WORKERS' COMPENSATION DECLARATION I 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. 39 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier S-04TC FvNor.D Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and'agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those vi ions. Date �%/ Z�S Si ure of nt - -�9Wner Z Contractor ❑ Agent permit is required (excavations over 5' :'deep and demolition or construction of structures over 3 stories in height. vq,3 t7 3 9- y "_ MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation PERMIT FEE $ 56.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC R3 CONST. TYPE VN SAL FEE $ 1552.90 HAZ. D. F IVP A FLOOD !1 `DF A P{CEL X HQ x Iss This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. q ate, 7 .? / are Receipt No. 3 3� ��� t�'� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r� (Rev 12/96) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT APPLICATION AND PERMIT N'op-OLa- A.ssaao11ru1eaNuwsa BUILDING PERMIT ` -7 SO. FT. OCC. BUILDING VALUATION � owNa 5 as ^ / �4J C012-4/ w �f0 97/4 2zt- CONTRACTOR'a NAAIe TeIDgONE CONTRACTOR'S MARM ADORp1 CONSTRUCTION LEMER Fireplace LENDER'! MwuNo ADOWN Total Valuation = ARCNRECr OR CHOWEER Liceme No. Filing Fee S 2o. Permit Fee Plan Checkina Fee ti a ARCWTECT oR eNO&IRA S MAUNG ADORess kksIQ at1LW40A00Rp8Energy Plan Checking Fee S S PERMIT FEE _ LOT °UBDIVEM"1 JA MAr PLUMBING PERMIT Rling Fee 20.c Each Tr 7.00 6e— SZ'4- Duplex O Mobllehome O Other Solar Solar or heat pump water heater 23.00 Water piping 15.0015-- 5.00 5—Each Eachgas water heater or vent 15.00 S' TYPE OF WORK New.* Addition O Remodel O UtlAtlea O Installation O Other O Describe Work: Gas piping system t - 5 outlets 15.0015, Building sewer 15.00 — Mobile Home S G W 920.00 PERMIT FEE t -_ /�,�_ Y ELECTRICAL PERMIT Rlln Fee 20.0 Main Service o0 o=n LET. 23.00 Z3-- 3Main 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 in full force and effectPOWER License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O 1, 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. O I. as owner of the property, am exclusively contracting with licensed contractors to construct the project O 1 am exempt under Sec. Business and Professions Code for this reason ` WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: O 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. O I have and will maintain°workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation Insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit Is for work of a valuation of one hundred dollars (1100) or less.) O 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories In height. 4,1 MainService zWA To IOOOA 413.00 NEW CONST. OWELUNO OCCUP. so. ORADONS. a ACC. e►ns. 3.5¢FT. NO*AESIO MULTI OUTLETr. 97.50 APPARATW a SINGLE OUTLET CIR. ovnEr OR FaniRes Ex. OCCU ew°':w Ex. Occup.ovMo- —Q.,EA L 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. WiringP3.00 PERMIT FEE = Z;r >0 MECHANICAL PERMIT Filing Fee 20.0 Heating Cooling Z f. Hood 6.50g>Q Ventilation PERMIT FES f Mobile Home Installation Fee i Energy Inspection/ Fee/.65A?, ft S41 ,, TOTAL FEE ,$ KAZ. 1 o. Fees orr i - o or c vo This permit is hereby isued under the of the Butte County Code and/or Resolutions indicated above for which fees have By PERMIT EXPIRES ON applicable provision_ to do wort' been paid. Date to—)r � ReceiptNo. :51 wHirF.o 0 s. -a.0. CANAq •ASSESSON PINK SPEC TOR OOIOENR00•APPLiCANr I /-.d - COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORIgIA95965 -TELEPHONE (916) 538-7541 OWNER Proposed Building Use PERMIT APPLICATION DATASHEET A. P No� `�� A �� Building Inspector 4A Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................ . ............... 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data%nufacV.5D. s installation instructions, 2 sets. ........... 10. Fees of $ %D` ... .� . . 11. Impact fees as shown on attached sch dWe� 12. California Department of Forestry plani ppr�/oeFlood elevation letter (100 year flooCaliforineer. . . �14. Sanitation and plot plan approval Health Department . ........... 15. City of Chico plumbing permit . ......................................... V lot plan and business license approval from City of Biggs/Gridley. ............. tanning approval for (A) Use:- E_ Parking: ......... ontact Land Development about (A Improvements (B) Drainage. 19. Driveway permit (construction approval required prior to occupancy). .� '�.1a.5 .. 3s Inspection. request 20. Pre -inspection for required. .. to Building Inspector 5 (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... t a 23. Owner -Builder Verification (Given to owner Mail to owner . ......... . 24. Recorded copy of Agricultural Acknowledgement Statement ................... - 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. W en you issue the ggermitirocess as follows: Mail to owner. Mail to contractor." Telephone ai7�- z37 and hold for pickup at O3 office. Deliver with inspector. Other Parcel Creati Acreage Applicant Date 11 Copy of Haz-Mat form sent Health Dept. Fire Dept. it Pollution D E Copy of plans sent Health Dept. Fire Dept. Other Date. By The following data must be submitted prictr tQ permit issuan e: (Circle nitem not check above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail C nter by _ Date Plans checked by Date Plans approved by Date=G Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works E.H. USE ONLY Not Plan Attached ES c4 " Floor Plan Attached 7V� Sent to B.D. "� '` / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance T,'M 1�' r 4 it.A .l r • Wei /e jea n G fi farzzkre, P74es _Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for .3-L dwelling. Other Hold final for: Final clearance O.K. for: NOTE: EHS Environmental Health Specialist 8/96 95 Date . r.. f ,; r«,. ♦'�•Vif ; ``4, ,f ��rr�;:./��`. ti z.'t. �,R.rc':•7 �`.Nrl�"•4i�`, r�... y.Kll r" . .t -:.. .,. _ `�1 .. ;.'7 1. . i COUNTY OF BUTTE ' DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. # PROPOSEDBUILDING USE DATE / REC # DATE REC ✓✓✓ 1. BUILDING PERMIT FEES -- Balance Due ................--Additional Fees Due,. $ z -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ FEES &AeUlaed y 2• SCHOOL DISTRICT /1, (paid at District Office) 3 1 , SHERIFF FEES (paid at Building Division) ' Residential ........ x $360.00. _ $ nits Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) . x =$ Sq. Ft. Amt. . 5. RECREATION DISTRICT FEES x.14' (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) ' 4�/ 7. SRA FIRE INSPECTION AND PLAN CHECK' $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT Original -Owner DATE (Rev. 12/96) PAR/C Record at the Request of Mid Valley Title & Escrow Company AP No. 064-600-013 Escrow No. 164502DD WHEN RECORDED MAIL TO: MR. AND MRS. JAMES M. HARDING, J 5797 ACORN RIDGE DRIVE PARADISE, CA 95969 MAIL TAX STATEMENTS TO: SAME AS ABOVE 064-600-013 MvALL.1 y 7ffLE AW 0WV0.,Af CEFMF1EDrTRUE COPC SPACE ABOVE THIS LINE FOR RECORDER'S SE DOCUMENTARY TRANSFER TAX $2250 Computed on the consideration or value of property conveyed; OR Computed on the consideration or value less lens or encumbrances remaining at time of sale. ThP i fnrjPrCiqnerJ-Grantnr declares Signature of Declarant or Agent deterrnining tax — Firm Name GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, OSCAR HARRY AHNBERG AND ISABELL HELEN AHNBERG, TRUSTEES OF THE OSCAR H. AND ISABELL H. AHNBERG FAMILY TRUST DATED JULY 20, 1992 hereby GRANT(S) to JAMES M. HARDING, JR. and ROCHELLE HARDING, HUSBAND AND WIFE, AS JOINT TENANTS the real property in the UNINCORPORATED AREA = County of -BUTTE State of California, described as SEE ATTACHED LEGAL DESCRIPTION Dated Fphrt>acy 5 1998 THE OSCAR H. AND ISABELL H. AHNBERG FAMILY TRUST DATED'JULY 20, 1992 State of Arizona } )SS County of ytt wr 2 } On this S -6A day of '19 9_, before me personally appeared 0 5 c,4 /�, No jer2�A hri h a3 rsrzbe/l Ne/eft 1Y�[NDej94 whose identity was proved to me oti the basis of satisfactory evidence to be the person whose name is subscribed to this instrument, and acknowledged that they executed the same. Signature Residing at My commissi expires 3. 31- ;oQ l OSCAR HARRY AHNBERG, TRUSTEE CLEC N R � ROSS TS'A$� E1� A "OFFIC;gIs M Idred I. H mm hota'we t)ria ORDER NO. BU -164502-2 DD DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 79, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 1111, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 17, 1970, IN BOOK 38 OF MAPS, AT PAGE(S) 17, 18 AND 19. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A AND B (THE COMMON AREAS) OF SAID PARADISE PINES UNIT 11 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI AND XIII. I BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) j School District — Building Department No. A.P. Number-/ Jurisdiction: E�:] City County Property Owner =Y dAkb9j1� Property Location/Address KZ A/c s4 r, -ZA Subdivison Lot No. Residential Development ILI 0 Sq. Footage /OZ. No. of Living MHI Addition Group R) Units Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Building Depa ent Repr tive Date (Floor Plans reviewed by School District Personnel) Distric dentification No. - Z"V-Chool District certifies that 00 (Applicant) e7 7 dle"a� 446. 2)>-- 3,7 (Street Address) U (Phone Number) (City) (State) (Zip Code) --11, has complied with the requirements of Resolution No. by payment of,$ r::pre'senting ��j square feet. FABL2U1:L 926 $ MITIGATION $ 5- Z School District epresentative b Date ` . Paid by Check #. Remarks Bank Number k: -Paid by Cash If, subsequent to the School_District Representative signing this Butte County Schools Impact Fee Certification Form, the Schooi*District is notified by the appli66 Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (C�QA), this project may be subject.to additional school fees to fullv mitigate its impact on the school district's schools. White (applicant), Yellow (building d partment), Pink (school district) r reerorm.wkt (11/94)dmm AND WHEN RECORDED NLAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 03 -Mar -1998 1998-0007923 Has not been compared with iDal) 1998 Butte COUNTY RECORDER NOT COMPARED WI'Ih ORIGINAL DOCUMENT AGRICULTURAL STATEMENT OF ACICNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires 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 Count}, of Butte, State of California, described as follows: -.3ee .A44acbed , Date:���G}� TY OWNERS: rel iCN State of Califor is ) County of ) On — - 9 before me, personally appeare .�-P f personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) -,chose name(s) is/are s scribed to the hithin 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 official seal. Signat eal: A.P.=D��-SOD-o/� DONALD DRIVON p COMM. #1153213 NOTARY PUBLIC -CALIFORNIA '— OD BUTTE COUNT Y0 1 My Comm. Expires Sept 24, 2001 D ,a bib'1L59H JGOMU--04 20 YQCi:3 Mev'= -Beef Beef-YcM-EO dity bologcoo nesd Jon OCH Ianxatim 93/90338 YTHUO3 0tfug It . '-- 9319033R w ORDER NO. BU -164502-2 DD DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 79, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 1111, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 17, 1970, IN BOOK 38 OF MAPS, AT PAGE(S) 17, 18 AND 19. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A AND B (THE COMMON AREAS) OF SAID PARADISE PINES UNIT 11 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI AND XIII. Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). _ Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). ' Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). i Foam insulation - protection. - 36" halls and stairways. Living area over garage - complete 1-hour separation required on garage side, including supporting walls and posts... Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. oise requirements on duplexes. ergy design- Flashing at all exterior openings. C.D.F. responsible area requirements. �w a, wy ,i ti "N July 1996 1 3.3 RESIDENTIAL. PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND NnSCELLANEOU ONLY Q. OWNER: BUILDINGPERhARNUMBEK Z 2 Z PLAN CHECKER: A P. NUMBER: cL O 13 F.7VaW1ua"t"ion. g requirements: (side yards and number of permitted living units). signed by designer. r description of work on application. ng violations on property. on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. .Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). , Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one TO" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 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. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 LAND DEVELOPMENT' BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No.OWNERS A.P. NAME: V\(V\ ( l- NUMBER: O (0`t — CD OO --• O PRINT LAST NAME FIRST COUNTY. ZONING Q . • • r ' �B DESIGNATION: f FLOOD ZONE:. FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP BL DEED INFORMATION: DATE OF CREATION: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: MAP INFORMATION: DEED REFERENCE: LEGAL ACCESS REQUIRED: YES NO YES NO DATE OF RECORDING 2 %0 LOT -7') BOOK 3 S PAGE COMPLIANCE WITH OLD SUBDIV ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 4 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance. with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. L i , .' /7 _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ �'�,►r •' - _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the P!<ww ng Division. _ 15. All new residential buildings shall be constructed to.comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. 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. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. . I 'ND �8 �0 KIWOOtfl 3 X66` 2 ` 933 aam-33-411 LD 7/96 C:\WP51 TORMS.K\BLDGPERM. CLR PLAN,REVISION, Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. ° Owner's Name: Received By: Date: A.P. #: /i � d r -d --41 -'-- Permit #: 6? Y— 2— Time: , y S .� ContactPhoneNumber: 2 3 / Purpose of submittal: ❑ Permit Application Data Item pP , ^ S ❑ Engineering ❑ Plan Rt ❑ Request ❑ Request ❑ Other: UJ If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings mutt clearly show When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: Call 5( 77 K-7-37 ❑ Deliver with next inspection. and hold for pickup. at the ❑ Chico Office Xoroville Office Revised Plan Check Fee: (1 H6 00 Receipt #: ❑ Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: i W L00'INC-* LONGFELLo MBER • U Quality'Tru'ss,De,sign, ■ Roof Floor Systems -' ; z 89 Loren Avenue Chico; CA 95928-7434 4 (916) 893-0112. • FAX (916) 893-0140 ; Customer: 7 \ 'm &C Q \ ,Oct Job Nn: Address: MCI, CI. G CX\ \ C A o Alpine Engineered Products, Inc. ?' Christian W..Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. Il Quality Truss Design - Roof & Floor Sy 89 Loren Avenue Chico, CA 95928-7434 (916)893-0112 • FAX (916)893-0140 (800)678-0112 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss. designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes'the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend that sheathing be applied over as much of the - building as possible before installing outriggers and gable=end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend that a sub - fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. V .► (13: GATILE END DETAIL SlFUJGBACK ('TAIL 10 LEDGEI (BRACED AT 55' LEDGER. (NAIL 10 VERTICAL W/2-IOd NAILS) (K) SPACING FO; REFER. TO SI PRODUCT All A35 111 FI I C01 12 (PI: I Q 1 (N) (G)I (S) (N) 6 C MAX lSl) (M) 2X4 F.L. OR H.F. 92 OR / BTR SIRCINGBACK BRACE iPl ) PEAK PLATE TO MATCH COH1i1N TRUSSES. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES (HI) FEEL PLATE 10 MATCH COHhON TRUSSES. (0) OPTIDII 10 WEB PLATING: USE (3)-2' WIRE STAPLES (0.072 DIA./15 GA.) IOENAILEO THRU CHORD INTO WEB 6 ]HRU WEB 11110 CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), ( S I) 6 (HI ) MUST Be PLATED. (G) GABLE END DESIGN BASED ON 75HPH WINO LOAD. EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. \STRONGBALK (m) BRACED AT 55' O.C. (C) IX4 CONTINUOUS LATERAL BRACING FOR GRACE (SiRUNGBACK) MEMBER LONGER THAN 72'. ATTACH AT MIDPOINT OF EACH BRACE W/2 -8d [COMMON NAILS. 24' MAX GABLE END OUTLOOKER IE (H) NOTE: CHORDS TO BE 2X4 FIR -LARCH 12 MIN. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED B.C. ALSO. PLATE MAX. WEB LENGTH 2x4• B-1-0 3X4 13-6-0 OUTI-00KER C=ITERIA 3.5' MAX. .. T*(P. IIQTCII z 24' D.C. 1.5' MAX. 12' MIN 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH WITHCUT BRACING (M ) MAX. LENGTH W/ SIRONGBACK BRACE (S) STANDARD 5-11-0 II -10-0 ESSI TC LL 30.0 PSF REF O L7 O O o O O 1:-I [= C� O O O C= C= O ALPINE TRUSS C=1 0 o 9=1 sl 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 15:0 5,0 50.0' PSF PSF PSF PSF DATE 1.0/31/94 - bGALt " U.GoUU 0 0 0 0 0 0 XxIMPORTANTIol*ALPINE ENGINEERED PRODUCES. INC. SHALL NOT BE RESPONSIBLE FOR ANY WARNING7RUSSE9 REQUIRE EXTREME CARE IN NANOL ATO. ERECTION AND ESSI TC LL 30.0 PSF REF O L7 O O o O O 1:-I [= C� O O O C= C= O ALPINE TRUSS C=1 0 o 9=1 O O [= C� C= C= O L1 DEVIATION FROM THIS DESIGN OR INESE SPECIFICATIONS. OR ANY FAILURE 10 BUILD NIE IIR/SS IN CONFORKOICE WINI OSIOS By IPI. ALPINE CONNECTORS APE NAOE OF TOGA GALV. STEEL NEEIING ASIN A446 FA B EXCEPT AS TOTED. APPLY CONNECTORS IO EACH FACE OF I"S AND UNLESS OIHERWISE LOCATED OH FNI9 DESIGN. POSITION COIUECIORS PER DRAWINGS 130. ISO O IGOA-F. DESIGN STANDARDS COINORW W/APPLICABLE PROVISIONS OF NOS C IPI. AN EIGIIEER'S SEAL ON THIS DRAWING APPLIES 10 TIE COMPONENT DEPICTED MERE IN Of$ f. ANO SIIALL 1101 OE PEL 110 11P011 IN A14I DllEn •AY. —..11-1 - 114155 0"( DrI11111F. 1415 - 1091 11AINUTAL UESIG11 BRACING. SEE MIB -91 Of IPI. SEE NNS DE91G FOR ADDITIONAL SPECIAL PEPHAUENT ORAC.NG OUIREWEHIS. U4.ESS OTHERWISE INOICAIED. CHORD SHALL BE LITERALLY BRACED WHIN P W LY ATIACIED PLYWOOD SIEAIHING. BOIIOH CI IT U WITH PnOPERLY AIIACIED RIGID CEILING -- [ ALPINE IECINICIL U1-0AIE 11/1/911 FOR DRYWALL APPLICATION. FURNISH A COPY Of IN DESIGN 10 IPIE TnUSS EKC11011 CONI nAF.lon. fl S1-LCIF11:4IIm1 0011 WHNH CNnsNWIF.11011 '�I � 043845 EXp 63097 ` LINN Fs� 0� `I A r � �\P TC OL BC OL BC LL TOT . L O . 15:0 5,0 50.0' PSF PSF PSF PSF DATE 1.0/31/94 - ORW CDT 12 -ENG �C OUR. FAC. 1 . 1 5 SPACING a UM FYAN • 1-1 COHN TOP CHORD 20 DF -L #1 BOT CHORD 2x4 DF -L $1 WEBS 20 DF -L Standard 0If I,: LATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 1.3.3. T THIS DRO PREPARED FROM COHPOTER INPUT (LOADS d OIMENSIOHS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR* PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE .REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOAOS (1994 UBC). • IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED A 24.OD" o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.E. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00" 0,c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W04 E T-1 113X6 (Al) i12-0-o3J -o oma% 11-0-0 -I _I 22-0-0 Over 2 Supports �I R-1315 !,i-5.5' R-1315 1f-5.5" 511R Desi n Crtterta: TPI-'. •HLRRIai"' ItdSSti RCDYIt[ I[TLERE CAPE I! rAftfCAT10l. RARULIYB. SaIPPIRG. UISTALIfYB eYD 1�RSTPOtIS ITUIE �Do 70 OlmorlolpapLl go IWALURS AIDOt. SU311 200. HMOs. M, ��fJ�)19)• fa SAFETY PRAC[Tmic el TPI �if PRIOI 10 PRfOtItlLYr LTEK FmfCT10l3. 91L[SS OTURWISE UMCATED. TOP CPAUID SHALL RAT[ PROPIRLT ATTACH[[ STAUGnRAI IATELS. BOTTOM CY01D SML HLT[ A PRCPQAT ATTAcRED RIGID CCIL9M _ �INPOIIART• FYIltsY A CM US MIS t[SI6t E FOR ANY O[YIATO IRE AilOY TRUK IVIS O�Y' AV FAIIME TO TAODUCfs, OC. SOULIqf u Tt[S/Outm 1911 a rAIRICATIRS, DARDLINS. 511g10L. 1014til2 AND Rale Tx Ti16Y1 IN c THIS gna aw"Ac Of 6IISSES. THIS HI AM lOYTOLOR FOREST APILIER AS OEM1101) of Las {IfAT1DRAL DLs[� Soc"FICATION PoR190� LY TH[ y1p11CAR FOREST AIlO TAPIR ASSOCIAT[0!) A!D 101, KPIRE &MNECT429 AK RAD[ OF CDLE ASIA A633 ER46 LRLY. ST[!L. ICCEPT As LOTYD. APPLY COlH[CTOAS t0 EACH fAAa< OF ilOS1, lMt Utl[SS DTH[AYIS! LOCLTTI OR TH1T OESIEl. IOSITIoR Commas PER ICATES 2ESf01OS 160 & SOLYLTTHE11SEAL IYU�S1$ RA"Ro RT DCKS1U SPURlC[►T THE SUITARC-E OF BILITY Aldi VIC OrpTHIS C{f110nl1 FARART t)A vLu ultolN4 33 TRE LtSPOlSISRITT Of IRE IUILDINO oLS30M PER -0-0 GAI - I I I:1_! - I T TC LL 33.5 PSF TC DL 10.0 PSF BC DL 8.0 PSF BC LL 0.0 PSF TOT.LD. 51.5 PSF DUR.FAC. I.IS SPACING 24.0" Scale-.25'IFt- REF R427--26291 DATE 02126198 DRW CAUS9421 98057056 CA -ENG SAl1/GUH SEON - 27942 FROM ED (HARWES-JIM HARDING JRI 1(E! TOP CHORD 2x4 DF -L #1 BOT CHORD 20 DF -L #1 WEBS 20 DF -L Standard ATES DES16MED fOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 05X4= W2.5X4 W3X6'* W1.SX4 6 r W3XlO(B3)gs Tins DHD PREPARED FROM COMPUTER INPUT (LOADS b UIMEUSIOMS)' SUBMITTED BY TRUSS MFR. ROOF Ov£RHANG DESIGNED FOR A 2.00 PSF SOFFIT LUAV. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH, THE REQUIREMENTS Of I.C.B.O. RESEARCH REPORT #2949 AND ER -5352 - NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: ' TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00" 0.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" 0.c. MUST BE PROPERLY ATTACHED TO TBE BOTTOM CHORD. W2.5X4 � A k \ —, 6 w1.5x4 # 03X10(63) s 16-0-0 6-0-0 32-0-0 Over 2 Supports _( R-1641 6-3.5" R-1837 W -3.5- T TYP. wave Tr1- 5 R Desi n Criteria: TPI -95 T0.UISE5 R[tlilR9 EXTREME CARE 11 fABRICATln. Ip1011ldi. SWPPlIOf. IIRTALLIIG AMP .MIS+. TYOSS PLATE IRAgU. EEf[R TO Tlie-BL (HANDLING 111rWALLIBM An UaTEM. PIOLISBEO eY TP[ l n11E1IM PlAcTl4cls PRIOR to P Na SL FI, -. YDRS E1A ST�4TIO. WCCHORD SULEU0EtK HAVE PROPERLY JJT1C1C0aifaeilT pl]CTBRAL PANELi. BOTTOM EMf10 WUl NATE A TStGPEATT ATTACHED RIRTD CEILING. •IMPOlTANT•• FURR1se R SOOT 1i T/ff 1[Sin TB TRE I&STALLATION CONTRUTOR. ALPINE EMIYZT11E0 OR IS. [1C. shat Iii B[ RSSPM I FORI. ORANlA 0 uiTFO= uL1Y5s SCRIP IYB.�STALLIPG AND wca TRt ]Rosas u 0 or q[C]P]G1T1OM PUBLISHED 1TTHIScall T AYED:itRB FOREST A110 PARER ASSOCIATION) SA D 1P[. AL►[� Cilie Aa GOARK =3535. OF UNLESSTOTHERY[SE ICATEO ONETNISL. EXCIPT DES[ !POSITION OOCITCTI*T(O. APPLY OO�.L PEREACH RS i0 RIMS DRANINGS Ifo A•I. TTS SEAL OR THIS ORANIYR INDICATES AOL(PTAfor Of PABILITYANDsIONAL USEI NF MI OON�ERTI►oA ART PARTICOLLt 1-0111 1S to[TRESPTGO OMIB(UTT OF THE BUILDINOIDESIONERSIOIL 1N15 &u%j"Pr I.IRTS S"TIOI 2 . r- a -0-0 TC LL 33.5 PSF TC DL 10.0 PSF �9G3645 8C DL. 8.0 PSF IA IBC LL 0.0 PSF TOT.LD. 51.5 PSF DUR.FAC. 1.15 SPACING 24.00 Scale—.18750IFt. REF 8427--28293 DATE 02/26/98 ORW 0USR427 98057058 CA -ENG SAMIGWH SEAN - 27992 FROM ED (HARWES-JIH BARDING JR/ WESLEYAN - T-3 SCISS 70P CHORD 20 DF -L #1 BOT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard :W4 2x4 DF -t #1: IP ATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ALCULATED HORIZONTAL MOVEMENT OF 0.40• DUE TO LIVE LOAD NO 0.22- DUE TO DEAD LOAD. ARNING: FURNISH A COPY OF THIS DRAWING TO THE INSTALLATION ONTRACTOR. SPECIAL CARE MUST BE TAKEN OURING HANDLING, HIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING- NOTE iELOW. W06= N3X14(A1) THIS ON PREPARED FROM COMPUTER INPUT (LOADS S DIHENS109S) SUBHITTEO BV TRUSS HFR. ROOF OVERHANG DESIGNEO FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND £R-5352: NOTE: BC CHECKED FOR 10 PSF ADDI7IONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). NOTE: EAD LOAD DEFLECTION - 0.300. EXPECTED VERTICAL CTED VERTICAL LIVE LOAD DEFLECTION - 0.55'. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24' O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72' o.C. HOST BE PROPERLY ATTACHED TO TRE BOTTOM CHORD - V2. 5X4 HORD. 412.5X4 s W3X6� :- 0 2`� J ---16-0- 16-0-0 I 32-0-0 Over 2 Supports R-1830 W-3.5" R-1830 4-3.5' Neve TPI - 5 R Desi n Criteria: TPI -! Sff1 BtODI%t ERTRflK CARE IR fIBR1Uil0E, NaN OOL13NO IV TRI ) �T,�SS PLATE HY O RUR -91 TTAICILINR INSTALIIRG IND 911CIRS). ffil. ,010710 a.. SUITE t00. IA)ISIM. RU $3719). FORSILETT ►AAtTLCES PRIOR TD .110111. BRLESS OTNCIMISE1lOPERIY A7TACNEO MPOTI Ui SO & �T OF � GM'G1 to N"E LiOrmEAT1DT'; UUMTOR. ANY FAIL= 10 0 •ENPONTAIR PIODOGA. INC. IHAU 107 S[ PESP/11111E FOR A11Y DEVIATION hnallmo TNES OS HIM. ANY FILING[ iLLt110 oTIUSSIS 7 ISLE311 TRIS DESIGV COWJM RETM APFLKABLE #ROESE orHOS(NATEOIALIOES[D21 sPECIFECATIOY_ 09ILTSEEI IT THE ANEIICAV FOREST AND PAPE% ASSOCIATLDM AID Ty"Att I OALJ. STEEL, 91CM NOTED. APPLY COLDILCTIOLS To E3,01 FACLSOF TIM. AND UIIME IF IGRES7 OLIEl1ESEAM" j6S)CLOCE710 ON THIS DES all-POSETEUN CUM"7015 PEA DLAVIHOS 110 A•1. THE SEAL ON THUS GRAVING IIOECATES KCFPTAIRI VUI cIF mBIL371 AND USE AL IOFETHIS EESPONSINILIIY SOLELY FOR THE TROSS 0WONEIIT 0010 SWAIN. CONP0AT16 r1R POIT PARTICULAR IDILD312 IS T1@ Rl"SIIn ETT 0T TIE BUILDING OESIGNIN. PER ...r~ 110016 SICTEOR E. — -Y-3 *8-0-0 CA 1 r TC LL 33.5 PSF alo TC DL 10.0 PSF BC OL 8.0 PSF 8C LL 0.0 PSF00 TOT.LD. 51.5 PSF DUR.FAC. 1.15 SPACING 24.0" Scale-.1875•IFt. REF 8427--28294 DATE 02/26/98 DRW CAM421 98057059 CA -ENG SMI/GWH SEAN - 28035 FROM ED -,SIM HARDING JRJ UESL£YAN - T-5 GIRO [2 -PL TOP CHORD 20 DF -L #I 90T CHORD 2X8 DF -L $I WEBS 2x4 DF -L• #1 PLATES DESIGNED FOR GREEN LUMBER PER MUS -91 TABLE 7.3.3. THIS GIRDER DESIGNED TO CARRY 32.00-00 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. RECOMMENDED CONNECTION FOR 32-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD ® 24' O.C.: SIMPSON HUS26. SEE CATALOG C-PT9SH-1 FOR NAILING SPEC MEMBERS HAVE IIDENTICAL LUMBER SAND TMINIMUM HEEL HERWISE IHEIGHT SOFPORTED SUPPORTING GIRDER.] W4X12(B3) 416x4 TRIS DWG PREPARED FROH COHPUTER INPUT (LOADS b DIMENSIONS) SUBNITTED BY TRUSS P.R. 2 Complete Trusses RequiredC� NAILING SCHEDULE: (I2d_b0x_n8i1S) TOP CHORD: 1 ROW 0 12" O.C. BOT CHORD: 1 ROW 0 4" O.C. WEBS : 1 ROW 0 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949 AND ER -53S2. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED e 24.00' a.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED a 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4XIZ(B3) - -0-0 5-5-4 I S -S-4 J J —10-10-8 Over 2 Supports i RR@4720 W-3.5" -4720 8-3.5" ve TPI- S1R Oesl n Criteria: TPI-! ER TROSSES REQUIRE EITRINE TJAL IN FABRICATION. NANLL IIEO Sy By IIPS INSTALLING AND ORACI110. UFO TO 11111.91 (HANDLING 163TALLINB AND RRACTBG)..POBLESNEO By IPE (HIOSS NA1E thallOTE.693 0100FID DR.. SUITS 109. NADISDR. 1] 631111. FOR SAFETY PAALTOCLS MCI TO ►ulowW. 1H1SE FBMCIIOUS. UBLiSS OTowst lD1CATO. TOP CFMD SHALL RAYL 18COEELY ITTALVO STRBCTOlA1 ►ARILS. BOTTOM CA1WI0 S11ALl NATE A FRDPOLF ATTAQUO 11610 CEEL [t6. •tNPOR1Ali•• FTIBISH A Car of TIERS pafW TO THE nutILRATIM CONTRACTOR. Att1R OpLLERED ft"1 TS. TRC. SBM EDT WE E[SPONf[RLE TO All DEVIATION "ON THIS O/SINt ANY FAILURE i0 go" INE TRUSSES ]II t/E1,01UNCE NETU TPI: a fA6RICATINS, RAULIN0. SNIPPING. INSTu110 Alla TRAUILA OF TRUSTS. THIS DESEGBI CAAF4Rl6 NITN APPLICABLE PR0IISEOBS OF NUS (BAT103Utt OISM S1LC1)ICATIIN FULLISIEO a TNI AAEUCAN POLST AND PAPER ASSOCTATIONi AND Tom• AIOI t EACHH F CE OSSiGy� AW UltESS OTHERWI41 MA ASIN AM SE4LCCATEO OBEEL. EICEPf AS THES DESION. POWSITTIION C42IECTW PEN TO DRAWINGS 110 A4 THE SFALL ON THIS DRANINB TNDICATIS ATCE►EAKI Or PROFESSIORAL ENGINEERING DISPONSIBILITT SUMS TO TRI TW SS COMPONENT OESTGN SNOHN- A4 SULTMKITT ARID USE OF iHlf !OW&IE�mr 1 FOR ART PAVICULAR 11UILDIAO IS fHE RESFO►SISILITT OF THE BUERDIA9 O[S1GN0, PO GA 1 T a4; TC LL 33.5 PSF TC OL 10.0 PSF BC DL 8.0 PSF BC LL 0.0 PSF TOT.LD. 51.5 PSF DUR.FAC. I -IS SPACING SEE ABOVE Scale-.37S"/Ft. REF 8427--28295 DATE 02/26/98 ORN CAOSR427 90057050 CA -ENG SAM/5H SEW- 28058 FROM EO (HARNES-JIN'HARDING JR/ NESLEYAtI - T-6 TOP CHORD 2x4 Df -L #1 BOT CHORD 2x4 DF -L #1 WEBS 20 OF -L Standard a �lEI) )LATES DESIGNED FOR GRE£N LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: IOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED B 24.00' o.c- IN ADDITION. A RIGID CEILING OR 20 #3 H.F. DR BETR PROPERLYUOUS LAEAL ATTACHEDR10 THE ING SPACED 0 BOTTOM 12.00' o.c. BOTTOM CHORD, w4x4= THIS 09C PREPARED fRON CoRpuTFR INPUT (LOADS a DIMENSIoNs) SUBMITTED BY TRUSS HFR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES HUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. X2 -0-0--j I 5-5-4 J � 5-5-4 _1 10-10-8 Over 2 Supports i R-742 W-3.5' R-142 N -3-S' P e TPI -95 R Desi n Criteria: TPI -95 •T1ARRtHG•• 1tU51t5 Rt0U1RE tL -CAU in FANIM11/1. HAROt tAG. SHIPJIID, IRSIALLUS AND lyn[fOn viii 0 11mt (at(HM11EE100STAR1Dtm.=1LLING RAO R�53119) Fot 7�AFEn i�cm PRIOR To Itzro UN TNESL ►UCIIONS. mass Omm"St 1YDI C)IED, TOP MWSdKI RASE PROPEILT ATTACHED SIRNSTIRAI MBEI$, NOTION CHORD w&LL NAT1 A PAOPERLT AISKHFD "D COLING. -IHMT& tic. FORLY Moi A COPY OF EE RISOOHIIGLt ES E ANT TNQEhAf10RLA1ROK IBIS DE3tGN- ANY T) 61 CONTRACTOR. , FAILLQAt It 90110 THE T111SSES IN c01 Omkm t RI1R TPI: OR FANt1CATIRG. 11A10MG. SR1f?1ND. IRS TALIIDS AND BRACT" OF 11USSES- TRIS MUCH CD100M Wn APPLICADLi PROTISIORS or YDS (1ATIOBAL OESTSR SPttI TI CAT1G11 out 1T THE aWCAN REST Alm PAPE>< 1nSocIATI0N) AND TPI.. ALPINE EASBIFTACISADS. RM OF SIXW StliSS. AHD u a1STTHOEID [SECLOCAIEO ON IBlS 0 fIGO.pT SFOS111041 (OMCIOR. APPLY S PEI DES TO DRAWLS$ IED A•2, IBI SEAL 0 THIS MANEa0 RIDICATES ACCEPT CE Of PRO►I MUMMY AND UIGIof THIS TDESIGN SHO91- I►DR AM (LV FCR THE MRIICGIAN RWl01NN 113 A1USS [RtSPOHSIDILIII 0► THE 4 It01NAMa DESIGNER.PERCOMORENTHIS —1mr 1.14ct vcT10N E. C4*15 $"I -0-0-0 CAI-/i/-1-1-lf- TC LL 33.5 PSF TC DL 10.0 PSF BC DL 8.0 PSF 8C LL 0.0 PSF TOT.LD. 51.5 PSF DUR.FAC. 1.15 SPACING 24.0" Scale -.375"Ift. REF 8427--28296 DATE 02/26/98 DRW CAUs1427 98057061 CA -ENG SAM/GWH _SEON - 28044 FROM ED (HARWES-JIH HARDING Jkl WESLEYAN [SGE] T-7 DTC/SGE MHEEL) THIS D GG PREPARED FROM CONPUTER INPUT (LOADS & DIHENSIORS) SDBNITTfD BY TRUSS h1FR. ROOF OVERHANG DESIGNED FOR A 2.00 PST SOFFIT LOAD. TOP CHORD 20 DF -L f1 BOT CHORD 20 DF -L #1 CONNECTOR PLATES RUST BE INSTALLED IN ACCORDANCE WITH THE WEBS 20 DF -L Standard REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. CONTRACTORS WARNING: N CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS rI 7.3.3. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING liACK BLOCK TO INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. (K) WITHD2X4 ALPIBELPLATES.0 24Toc. THROUGHOUT PLUSPNEELRO NATE: THIS TRUSS IS DESIGNED TO SUPPORT 18" OUTLOOXERS AND CO, PLATES AS SHONH. SIDING LOAD NOT TO EXCEED 10 PSF TO ONE FACE OF -;r, TRUSS ONLY. (n 20 VERTICAL WEBS WITH 111.5X4 PLATES. TYP. 4!4X8 M (K 6 f 6 (K) 413X60 W3X68 4!3X6 = Y13X6 = 0-0-4 +B-0-0 0-0- W3X6- W3X63 W2.5X4 - W2.5X4 = �2 -1- 3--j L-2 -1- 3---j 5-5-4 1 5-5-4 �---10-10-e Over Continuous Support----� R-295 PLF N-6-8-2 Note: All Plates Are W1.5X4 Except As Shown. Desi n Criteria: TPI-! PLT TYP. Alpine Nave TPI -95 R —VA NING.- Imst11161aE IITIEH1 CAtl IN FABRICATION. NAXDLTND. SIOPP DIG, (eSTAtU N6 AND BEAn SG• REFER TO WI -91 (NAIOLIRG usTALLINO UID GOMM. tMesXt0 BT TPI (TRUSS 1101 TO INSTITUTE. 501 VOWED GA.. SUITE IDD. NALLIM''a i1A191. ►SH S1rETT PRACTICES ATTAINED ED PEAFUIN[e1 TRESI fuNMOM. MESS OTHEXHISE INDICWto. w Ce01D SHALL NATE PROPERLY AT1A(B[G SItUCTURAL PIONS. ROTM CMD SIUU HAVE A PRCPCRLT ATTACREO RIGID CEILING. •WUTUI-- 411113S1 A C*pT or Iles 903UTO TNI INSTALLATION CONTRACTOR. ALP RIE 11163 HELM PROOULtS. INC. SNALL Nor BE !ES►MUU In All GETtATTO1 FRUIT TRIS oESIGF. AIF FAIIRRE TO eUlto THE TRUSSES M COIIFGVXMU 01H TPI: OE FABRICATING. HANDLING. SUIPPIM INSTALLIA6 AW 1RApNR o< TtUSLET. This DEI[Gi COWORNS VI71 ARPUC BLE PROTISIONS OF 101 (NATIONAL OISIGt SMIFTCATION PURUSNIO 10 INE MINICAR FOREST AND "IER AS3Op61168) A10 T/I. ALPINE OCNIECTOUS ARE EAW fACI Of UIDNSS. AND UNLESS OTIERIISE of 1022A ASM A663 L LOCATIO 01 THIST CL101 rT As NOTE*. FARBE(10NS PER T9 DRAVIR6S 160 A-1. THE SEAL 01 THIS DRARIRO 1101HTIS ACCEPTANCE OF PROFESSLOIAI IOBIELEX (EONPORENTI►OR ANT fARIIIV CULAN OUILD1AOD IS Thi REs►dRS1D(LUT OF Ta E9II0I&0 "SKpEt. PER USE OF TRIINIS IN4117PI 1.1196 SLCT101 F. •- 7- � Scale -.375"/Ft._ REF 8427--28297 DATE 02/26/98 DRW CAOSR427 98057062 CA -ENG SAM/GWH SEON - 10538 FROM ED LA 9e ,o TC LL TC DL 33.5 10.0 PSF PSF :,41815 BC DL 8.0 PSF BC LL 0.0 PSF Aftl TOT.LD. 51.5 PSF DUR.FAC. 1.15 SPACING 24.OD Scale -.375"/Ft._ REF 8427--28297 DATE 02/26/98 DRW CAOSR427 98057062 CA -ENG SAM/GWH SEON - 10538 FROM ED — uADnTAIc .1111 UFSLEYAN - T -2S CORN STUB 0110' TOP CHORD 2x4 DF -L ¢1 BOT CHORD 2x4 DF -L #1 NESS 2x4 DF -L Standard o PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 112.5X4 W3X6 ;4 6r W3X10 (B3) = W5X4 THIS DWG PREPARED FRCH COMPUTER li!PUf (LOADS L DIHESSIOBS) SUGHITT£D BY TRUSS HFA. ROOF OVERHANG DESIGNED FOR A 2 -DO PSF SOFFIT LOAD, CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREKENTS OF I.C.B.O. RESEARCH REPORT X2949 AND ER -5352. NOTE: 8C CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 U8C). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.OD' o.c. IN ADDITION. A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.OD' O.C. KUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W2.5X4 a WU68 %� –1 6 W4X12(93) 0-5-0 -408-0-0 2-0- 16-0-0 15-10-6 J 31-10-6 Over 2 Supports _) R-1626 N-1.875' R-1838 W-3.6' av 5\R Design Criteria: ip -' rN/il11R6�• TRUSSES HEOOlAC [71TBL11E C1AL IN FAMIUTIRY. HANDLING SHIDPIN6 IHTTARl1R6 MO PACING. REFER TO IRB -91 (HANDLING INSTALLINS W BRACING). MILISBCD tT TF1 (TROtS /LAIC Immure. U3 D'OMDT10 oR.. SUM EOG. 41ADIsoH. NI [111/1. Tot SAFETY MCTECES OR 01 TO PERFGPM JIBS[ ►Umlm. Guist 47010II4E INDICATED. TOP CBOtD SR4l HAY[ YHOPiiIT ATTACHED SERUCmn PARAAM S. BOTTOM CHORD SRIIA9E A PRWIR%Y ATTACHED 11010 CIEIENS. •1PP0RTART" FURNISH A CRAY OF THS$ DESEW TO THE IIWALLAnOM µTi01ACT01. Al p[ [Ri1NEEIiO PIO)UCTS. INC. SHALL ROT BE "stoESltlR FOM AV OLYIATIOEI FROM THIS DES141: ANY FAILURE To BUILD IBE TRUSSES Is 0/1FOIUBCE $III Tlll RR fAitlC0I16. MANILIRAND O. SHIPPIRS- ENSTILLIYR A Or SM1tAZING, OF GU 1C l0Y fBR1 ESR0TOTSTBisIGN ANEHICJR FDSEST An PATAPOL(I! ASSOCIAT[OIR SMD TPI. �AVIRI CARNUTOtf AEC BADE OF TOSA ASTM ARU I1140 GRIT. STILL. EXCEPT AS HOISO. APPLY CDMTORS 10 TAOH Fitt of Tom, AAD BLESS OfflumisE LOCAltO OR THIS DES[GI[. 64031OM S1 noY CECTo1S PER 01A111BGS IED A.Z. TUE SEAL ON THIS COANIRS INDICATES AWMAXE OF P&OTTSSIONAL CNRINEEb1NB ICSPINSIi EL1TT SOLELY TOR THE SRUSS CDIITOHERT DESIGN SHOYN. THE SUITABILITV AND USE Of 'THIS (*mPWHT�EOI ANY PARPARTICULARIUILD[NG IS THE R[SPONSIOILM OF THE BUILDING DESTGICR. 1EN CA -1- -F L�. TC LL 33.5 PSF X98 ,s TC DL 10.0 PSF CAW SC DL 8.0 PSF an If BC LL 0.0 PSF TOT.LD. 51.5 PSF' t OUR. FAC. 1.15 SPACING 24.0' Scale .1875' Ft. REF R427--28292 DATE 02/26/98 D RW CAUSR427 90057057 CA -ENG SAMIGWR SEON - 28001 FROM ED PLUMB I I Truss Depth D(in) ®WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum Plumb Misplacement Line 48" 1" 4' TOP'CHORD 12 3 or B' 5' 72" 1-1 2" 6' 84" TOP CHORD DIAGONAQBRACE 96" greater / <B 8' MINIMUM ,LATERAL BRACE SPACING (DBS) e, SPAN PITCH SPACING(LBg) [# trusses] �� SP: U to 24' 3/12 8' 1712 10 66 Over 24'- 42' 3/12 7' Over 42' - 54' 3/12 6' 6 4 -\ Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine oy HF - Hem -Fir SPF - Spruce -Pine -Fir 0� ti a� yCeQ wry a All lateral braces lapped at least 2 trusses. Diagonal brace also required on end verticals. r r Continuous Top Chord Lateral Brace 9 Required ' Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- 10"& Greater nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Or teg8 -4e Attachment MbNO TRUSS ti • Required PLUMB I I Truss Depth D(in) ®WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum Plumb Misplacement Line 48" 1" 4' 60" 1-1/4" 5' 72" 1-1 2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' BOW L(in) L(in) L' 200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4' 12.5' L(In) i:::::: LLL::::::::::.. Lesser of 1./200 or 2" L(Inj U200 L(ft);: 200" 1" 16.7' 250" 1-1/4" 20.8' 300" A-1 /2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6.. This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. A CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the resnonsibilityofthe installer(builder, building contractorr, licensed contractor, erectoror erection contractor) to properly receive, unload, store. handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. sTRIJS$xSTORAGE CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. JA WARNING: Do not lift bundled trusses by the IlAprohibited. DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. is extremely dangerous and should be strictly .Frame 1 Top chords that are laterally braced can buckle togetherand causecollapse dthere la no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. =4e DF: Douglas Fir -Larch SP - Southern Pine HF Hem -Fir SPF - Spruce -Pine -Fir CHORD Continuous Top Chord All lateral braces Lateral Brace' lapped at least 2 Required 9l;. BRACING 1. trusses. . DIFFERENCE .1...... ...... ........... .. .......... . .... .. .. . ... 10" or Greater, Pe .......... 9A NOF I..SPF I.HF.: Up to 28' 2.5 7 17 1 12 Attachment 3.0 6' 9 6 Over 42' - 60' Required 5' q 12 Over 60' %ess '32: 0, _— ................... ......... . PITCHED A WARNING: Failure to follow these recommendations could result In I severe personal injury or damage to trusses or buildings. A DF - Douglas Fir -Larch N ............... .... . ...TOP CHORD Continuous Top Chord -RI1HO.....R......0..... gi o. .A ................. RITC" _? LATEMVIBRACE 9l;. BRACING 1. A . DIFFERENCE .1...... ...... ........... .. .......... . .... .. .. . ... 10' or Greater Pe .......... 9A NOF I..SPF I.HF.: Up to 28' 2.5 7 17 1 12 Over 28'- 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' q 12 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace ------- All lateral braces Required lapped at least 2 .SCISSORS1-1 trusses. 10' or Greater Pe Attachment t Required -70 z — IQ Or =45° Frame 3 o e C .2�F 1 Top chords that are laterally braced can buckle togetherand causecollapse it there is no diago- bracing. Diagonal bracing be nal should nailed to the underside of the top chord when purlins are attached to the topaide of the top chord. .SCISSORS1-1 M 12 ---1 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. /15 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. u BOTTOM CHORD ;. BOTTOM CHORD DIAGONAL BRACE' MINIMUM LATERAL BRACE SPACING (DBS SPAN PITCH SPACING(LB [# trusses] Up to 32' 4/12 15' 20 15 Over 32'- 48' 4/12 1 15' 10 7 Over 48'- 60' 4/12 1 15' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. /15 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. u WARNING: Do not attach cables, chains, or I A hooks to the web members. I so°MECH� 60° or less or less INSTAL Tag Approximately Approximately Tag Line 1/2 truss length 1/2 truss length Line Truss spans less than 30'. SpreaderBar Toe In Toe In Spreader Bar Toe In Approximately 1/2 to Y3 truss length Less than or equal to'60' Approximately 1/2 10 ?/3 truss length Less than or equal to 60' WARNING: Do not lift single trusses with spans , I J& greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. , Strongback/ SpreaderBar Approximately Y3 to 3/J truss length Greater than 60' 10' , Tag /Line Tag Line Strongback/ 10' 10' SpreaderBar kk Toe In At or above 2 mid -height Y 1/3 to 3/, truss length Tag Tag Line Line / Greater than 60' 191.319'.. VND BRACING BUILDING INTERIOR Ground brace i 1 t truss of bra tl goup of trussm\\ - nd brace (EB Groun race Ground lateral (L di nals (GBD) \ - Note: 2^d r system shall have a ate capacity to support groun, races. - 2^d floor q Backup ground stake 1MfloorI Driven / ground stakes CAUTION: Ground bracing required for all installations. Frame 2 x lateral (LBS 1 Truss of bracei roup of trusae- End br_ce (EB) L Strut (ST) CAUTION: Temporary bracing shown In this summary sheet is adequate for the installation of Typical horizontal tie member with Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's° Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. 191.319'.. VND BRACING BUILDING INTERIOR Ground brace i 1 t truss of bra tl goup of trussm\\ - nd brace (EB Groun race Ground lateral (L di nals (GBD) \ - Note: 2^d r system shall have a ate capacity to support groun, races. - 2^d floor q Backup ground stake 1MfloorI Driven / ground stakes CAUTION: Ground bracing required for all installations. Frame 2 x lateral (LBS 1 Truss of bracei roup of trusae- End br_ce (EB) L Strut (ST) \� Typical horizontal tie member with multiple stakes (HT) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL . . . . .......... T,.OP CHARD CHORD'TRUSS .... TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DB� SPAN DEPTH .&ACING(LBs) #trusses I .. .. ............... togetherand cause collapse if there is no diago- U to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48'- 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped / at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. =450 201me 10)"I's ,M SPF�HF?�o•c• \eyy ny2 o� WARNING: Failure to follow theseseco mmendations could result in severepersonal injury or damage. to trusses or buildings. A. Top chorda that are laterally braced can buckle togetherand cause collapse itthere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1� 1111 r a, /rsl tow POWN All lateral braces lapped at least two End diagonals are essential for stability and must be duplicated on both ends of the truss system. _- =450 Frame 5 30" or greater Continuous Top Chord Lateral Brace Required I 10' or Greater Attachment Required - TA" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 2x4/2x6 PARALLEL Continuous CHORD'TRUSS Top Chord Lateral Bracy Required Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachmer Required All lateral braces lapped / at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. =450 201me 10)"I's ,M SPF�HF?�o•c• \eyy ny2 o� WARNING: Failure to follow theseseco mmendations could result in severepersonal injury or damage. to trusses or buildings. A. Top chorda that are laterally braced can buckle togetherand cause collapse itthere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1� 1111 r a, /rsl tow POWN All lateral braces lapped at least two End diagonals are essential for stability and must be duplicated on both ends of the truss system. _- =450 Frame 5 30" or greater Continuous Top Chord Lateral Brace Required I 10' or Greater Attachment Required - TA" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 7 LONGFELLOW,,LUMBER,CO: NCO*,.. Quality Truss D.e,s 169n. � Roof.&�Flo'o--r,S'stems.."'',... 89 Loren Avenue Chico, CA 95928-7434 .(916) 893-0112 FAX (916) 893-0140 Customer: Address: AP#: - Job No: _ Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle \ G Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. INC. _ 'f Quality Truss Design • Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 - (916)893-0112 • FAX (916)893-0140 _ (800)678-0112 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes :the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. I ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend that sheathing be applied over as much of the ;building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend that a sub - fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ' ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct.', 1143. 01V )LX: F(v VGIniL SIRRIGBACK (NAIL 10 LEDGER 12' O.C.) (GRACED AT 55' B.C.) �- , LEDGER. (NAIL 10 VERTICAL W/2 -10d NAILS) (K) SPACING FOR 113 = 56.0' O.C. REFER. TO SIPPSON CATALOG C -9411-I FOR PRODUCT AIIACH14ENT SPECIFICATION (ATTACH A35 IPI FI DIRECTION \STRONGBACK (M) mi I? (PI: BRACED AT 55' D.C. OtITLOOKER C?ITERIA (Sl) (M) 2X4 F.L. OR H.F. N2 OR / BTR STP.ONGBACK BRACE I \SI ) .,\ \ ` iPl) PEAK PLATE TO MATCH COMMON TRUSSES. (SII SPLICE PLATE TO HATCH COMMON TRUSSES (HI) PEEL PLATE 10 MATCH COIMON TRUSSES. (0) OPTI011 10 WEB r-LATING: USE (3)-2' WIRE STAPLES (0.072 OIA./I5 GA.) IOENAILED THRU CHORD INTO WEB 6 1HRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), (SI) 6 (HI) MUST BE PLATED. (G) GABLE END DESIGN BASED 014 75MPH WIND LOAD. EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. (C) 1X4 CONTINUOUS LATERAL BP.ACING FOR GRACE (STRUNGBACK) MEMBER. LONGER THAN 72'. ATTACH AT MIDPOINT Or EACH BRACE V/2-Bd CCOPMiON NAILS. 24' MAX � / GABLE END11 OUTLOOKER (HI ) NOTE: CHORDS TO BE 2X4 FIR -LARCH #2 MIN. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES 1141114 PITCHED B.C. ALSO. PLATE MAX. WEB LENGTH 2X4• 8-1-0 3X4• 1 13-6-0 3.5' MAX. IYP. 1101CH z 24' D.C. 1.5' MAX. 12' MIN 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH WITHEUT BRACING (M) MAX. L N IH V/ SIRONGBACK GRACE (S) STANDARD 5 -II -0 II -10-0 30.0 PSF REF O C= O O O O O O C=3 [= O DEVIATION FROM THIS DESIGN ON HESE SPECIFICATIONS. OR ANY FAILURE 10 BUILD fill tRuss IN Cowcuou1ICE 111tH OSIB6 BY 1P1. ALPINE CONMC1onS ANE WOE OF 20GA GAILY. STEEL HECIIIIO ASIN BRACING. SEE HIO -91 81 IPI. SEE IVIS DE$IG FOR A001111014111.SPECIAL PERNAtIENT BRACH"^, OUIRERENIS. UNLESS 011EPWISE 11OICATEO, NI 7-9-0 15-6-0 NI 6 BETTER. 7-9-0 15-6-0 ORW CDI12 _ O o O o C= C-, C= O ALP INE TRUSS C= 177) C=:) o n 0 0 0 0 0 o KNIMPORTANT)fWLPLNN01GIN NESoONSPnm r0{I I -.Ally WARN IN&A ES REIN QUIREEXTREME CINE PE ESSI 1 TC LL 30.0 PSF REF O C= O O O O O O C=3 [= O DEVIATION FROM THIS DESIGN ON HESE SPECIFICATIONS. OR ANY FAILURE 10 BUILD fill tRuss IN Cowcuou1ICE 111tH OSIB6 BY 1P1. ALPINE CONMC1onS ANE WOE OF 20GA GAILY. STEEL HECIIIIO ASIN BRACING. SEE HIO -91 81 IPI. SEE IVIS DE$IG FOR A001111014111.SPECIAL PERNAtIENT BRACH"^, OUIRERENIS. UNLESS 011EPWISE 11OICATEO, CI A TC OL BC DL 15;0 5,0 PSF PSF GATE 1.0/31/94 - ORW CDI12 _ O o O o C= C-, C= O ALP INE TRUSS C= 177) C=:) o n O O O L1 A446 CA 8 EXCEPT AS IAOTEO. APPLY CONNECTORS 10 EACH FACE OF CIIOPO SHALL BE LATERALLY BRACED WITH PR y TRUSS AND UNLESS OIIEFWISE LOCAIEO ON till$ DESIGN, POSITION LY AIIACIED 0.1N000 51EAINI11o, 601TON C1 11� V C43845 COIUECIOPS PEP DRANINCS 1)0. Iso C 160A -F, OESIGH SIANDAPOS MIIH PnOPERLV AIIACIEO RIGIO CEILING -- E COIIIdAA N/APPLICAOLE PROVISIONS OF TOS C TPI, AN ENGIIEEP'S ALPINE IECIIHICAL UPDATE IF/1/911 FON vnIT Cts. 63D91 SEAL ON T.IS OPANIIG APPLIES 10 TIE COW014EHT OEPICIEO HERE ORINALL APPLICATION. FUn11SN A COPY OF IN NI 011/. Alio SIIALL Nat OE P[LIIO UPON IN Atli 01111n .AV. olslCn to 111E MUSS UYCIIOII CIINInAr10n. IIYI` P _ Inl - IIAISs 64 All Nr,111111F. TOS - 1991 IIA1I(91A1 UCSIGN SI'LCIf11:A11U11 Inn woull COrr,NNll:nml OF 6� 0� BC LL TOT. 1-0. 50.0' PSF PSF -ENG PNC_ OUR. FAC. 1.15 SPAT TNG {HAR11E5-JIM HARDING JR/ WESLEYAN - 1-1 %, TOP CHORD 20 DF -L $1 BOT CHORD 2x4 OF -L $1 WEBS 2x4 DF -L Standard 1-9 f v� to .A 00 rn _D (V cu L'- LATES DESIGHED FOR GREEN LUMBER PER NOS -91 TABLE 7.3,3. W4x4 E THIS DHG PREPARED FROM COMPUTER INPUT (LOADS d OIKENSIOES) SUBMITTED BY TRUSS NIR ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LUAU - CONNECTOR* PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE .REQUIREMENTS OF I.C.B.O. RESEARCH REPORT ¢2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' 0.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. . OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 12.00° 0 -c - MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T-1 113X6 (Al) I.62 -0-0-.,J los-o-oa% 11-0-0 -1 1100 � 22-0-0 Over 2 Supports - R-1315 W%-5.5' R-1315 W-5.5' T riteria •WWINC- YAISSIS a1aNISE ELTILAL uwc +■ rw........ .._ — quit - UAC1N1. REYtt 70 MiI.91 (HANDLING IWALtlIR AID SSMIN5)- PUBtN OI'MOMS PRIOR TO INSTITOIE, 63 O'6�DF10 OR.. SUITE 1I0. KHOISAN. III 6»191. flu lulTv PEIPISM110 so) fmlCTlaNf. atlCf& OTATIDdSE UMCATED. TOP CWH) SHALL NATE PYOMLY ATTACHED SnVAUNAI rAlElf. ODTIDx CUM stat[ NAYS A IRO MT AYTACNID 310[D CEll qa. �IA10ttA1T•• fL"9SN A COPY of 1H�9ftss( To INS: YT 0[ `4M� �� itlt5 OESIfN AaTUT1408 CONFIRM L. 1� pivitE1E0 FROGUCT$. �' SHALL IMR u t 7 Tptt II FAIRICATINB. RANDLINI. 511"lir- INYWLIIS AND 1NlD M 1R4sm - C _ OF InS c[f�1CA1ID�H 1oRlstTHEs gum � fY Ut AMIRlM roHfST AND PIMLARAsSOcIATIOtMAND TIN.(NALFl� 0uE6N [.OEIECTORf ATL GAOL d IDSA ASU &653 ARID ALIT. STEEL. ILCEIT 6S IDTEO. APPLY COAHECTOAs 10 [ALN TML a s MAIL N UNLESSAS IINIINISE LOCATE# Oa THIS DESIGN. YONTION COlKCTaRf PER DIANINOf ILO Too$ TDL SLAT ID THIS 01U1]NA INDICATES ACCEPTANCE Or PIarCSSIONAI ENaita.CNTNA &EsfONS111Li1Y SOLELY FOR THE TRUSS 1,O1pNLNT OLS1 G1 SNONN. THE $UILDIM [TY AND USE Of TN19 !!161111 f0"AST TANI ,/AM RU1 03MA lS TNgr L INs/ODStatl [iT 01 THE iU[LDlNa D]SI6NE1. PER: +-0-0 GA l - r TC TC LL DL 33.5 10.0 PSF PSF ya,o Ei1B/5 BC DL 8.0 PSF :�6i * BC LL 0.0 PSF TOT.LD. 51.5 PSF DUR.FAC. I -IS SPACING 24.0° Scale-.25'/Ft- REF R427--28291 DATE 02/26198 DRW CAUS9421 98057056 CA -ENG SAMJGWH SEAN - 27942 FROM ED TU utanTNA JR reel FYAN - T-2 COMN TOP CHORD 2X4 DF -L #1 BOT CHORD 20 OF -L #1 WEBS 20 DF -L Standard I I 7T Ln jl 00 T ko N m N U- ILATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. W2.5X4 WI.SX4�6:X64 W3X10(B3) W5X4= Tl(IS OWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: 8C CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: . Top CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" O.C. IN ADDITION. A RIGID CEILING OR 2X4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' 0.c. MUST BE PROPERLY ATTACHED TO TIE 90TTOM CHORD. 142.5X4 4�, 143X6 W3X10(B3) sm t -e- _ 16-0-0 16-0-0 J 32-0-0 Oyer 2 Supports 9-1641 N-3.5" R-1837 N-3.5• d PEOdudsi CA 91822 TPI -95(S •WW jn— TRUSSES GEGOIEE LS " aa.... ,.... - - WOLo. wo To 1110 -SL (HANDLING ItlLTAL"NO AND NDACTa41. PIOI[9�E0 U IPE (14055 PLUNo Palo IP(RFGRNLTB T,", fW=on. ONLEXS EOTRIANDSE IDDTCATTIt. loPItX` DRO.SmL NAYS PtDPELL AITAC10 SUTCTLRAL ►ARILS. NOTION QM SIMIE tlAYE A P60PULi ATTACREO RIIO CEILING. rIIIPUEANT•• fUptllStl A WT 1P ISIS 1[S]U TO IN& RSTALLATI[02 Igo yals OR CONTRACTOR. ALPLRE ""KEENS PRODUCTS. Inc. l)ILU nor K R[SPOR3� RUFOR AV 0EY16TIaO. ULIYO, SYA1 IRS- IRSTALL'IS AHD BUILD THE lows U 00[ItlO1LRCf or APPLICABLE SPECIFICATION PURL ISHED By TNT AmgocAB FOORRESTTADD PAKR ASSOCIATI IRI RAND TP[. [ILLP[RL OTSI Gtl GWHFAACECESofUBNOF WS . OF 2004 Ago A653 G040 GAV- An URL(SS OTBERRISE LOCATED DRETRISL. EYSSI6Al. POSITION oDLUCTxcEPT AS BOT(D. APPLY OIS PER RS f0 ppAyLfIDS I(0 A -I• TSR SEAL OR TRIS ""In I101CATIs ApL()TARCE or PROFESSIONAL MINEERIND KWOaSI DI LINT SOLELT IDL TIN TRUSS COR101E17 DESIGN sNOHN. TN[ iU1TADl LI1T AND USE Or IH1S compMEsti 7 FDA ASA $447141 Z. N1S011S IS SEE R(SPGtlSKILITT Or THE BUILDIHO DESIGNER. PER t;a , - T TOT.LD. 51.5 PSF �� OUR. FAC. 1.15 SPACING 24.0' TC LL 33.5 PSF .ya TC DL 10.0 PSF taw F� 8C DL. 8.0 PSF "6 IT BC Scale —.187VLF t. REF 8427--28293 DATE 02/26/98 ORW CAUSR427 98057058 CA -ENG SAM/GWH SEAN - 27992 FROM ED LL 0.0 PSF Scale —.187VLF t. REF 8427--28293 DATE 02/26/98 ORW CAUSR427 98057058 CA -ENG SAM/GWH SEAN - 27992 FROM ED _-i Tu RARDTNG 3R/ WESLEYAN - T-3 SCI 70P CHORD 20 DF -L #1 BOT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard :W4 2x4 DF -L #1: -ATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. kLCULATED HORIZONTAL MOVEMENT OF 0.40' DUE TO LIVE LOAD ND 0.22- DUE TO DEAD LOAD. ARNING: FURNISH A COPY Of THIS ORANING TO THE INSTALLATION ONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, HIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE ELOW. 416X6= 112.5X40 {13X6O 6 r 141.5X4 W3X14(A1) THIS OHO PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 8Y TRUSS MFR. ROOF OVERHANG DESIGNED FOR A 2.90 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLEp IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352: NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). NOTE: EXPECTED VERTICAL AD LOAD DEFLECTION - 0.30'. EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.56% IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24' o.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL 08ACING SPACED @ 72' o.c. MUST BE PROPERLY ATTACHED TO TRE BOTTOM CHORD. 412.5X4 s 403X6 4k, -n6 -o•o z-°- � 16-0- 16-0-0— -� _1 32-0-0 Over 2 Supports • R-1830 N43.5° R-1830 H-3.5' ve Iri- 5 R Desi n Criteria: TPI -95 1.184 nAlvm-• TLUSSU N103NNL T�1NN INS7AIif �10 D 11110111). XiDRLiSXCD LIf TP 1� ) (MOSSI PLANG TO Q✓3Ai2 Q(TA TO !CB -41 TNAUDL USTtfUfE. Sp OroD0aT0 at.. 30171 100. NA9I641. II 53719). F4I SATETT ►ALCTICES PRIOR 10 PaITOtN]NG IBES[ FUNCTIONS. OXLESS OTNENNISE UDICAICO. TOP 41070 SNAIL "WE PROPERLT AIMED SpOLE; PAN[LS. SOTTON VOID STASL NIVE ►PLO►lLl/ A\fAL81O l{6)D sICT 1 _ PROOCGTS IU. >NA�U tldT S�ESfNSMUS OFelt AN TATE IATITOMB FROMTHIStl1TDESU.DTIC ANY ItlL.DLEEEto HSTALUNS NO toile To[ or UNUES. VIII$ DES AI all IF'- HI M APFLICGFOLE 04031310NS OF KDS (NAlgaNAL DESIGN SfIC lFICAn611 FOIITSNEI If TIE ANIAICAII FOREST AID, PAPES ASSOCIATION) Aldi TPI. ALPERT NOTED. E0 UAL CgWq AS N ss(CF01SOAll.S SE Or IO AS OTA03 4E+LOCLTEO OY fNI2 OESl", POSITION COMECTONSFla TO DUVINOS 110 W. THE S[AL ON TNTS ORANINO INDICATES ACCEDfAou1 GUITTAABBIL31t AND USE OFTRINS III$ IISFOdf {BIUIT SOLLT f0I THE TROTS COCONUT DESIGT M9W' COHPONIG FOR ANI ELYTEtULAR NUILOIf6 TS THE RISMUGRETT 6 IN1 BUILDING DCSIGNINPAR , PER .......I I.ITOL sETSIDN r. T- 3 *8-0-D CA/ -1 - - f TC LL 33.5 PSF TC DL 10.0 PSF 'Cs4m _Sial a -.187V t REF 8427--28294 DATE 02/26/96 DRW CAI SR421 98057059 CA -ENG SAs1/6HN SEOR - 28035_ FROM ED 5 BC OL 8.0 PSF eC LL 0.0 PSF C 1iC TOT.LD. DUR.FAC. SPACING 51.5 1.15 24.0" PSF _ _Sial a -.187V t REF 8427--28294 DATE 02/26/96 DRW CAI SR421 98057059 CA -ENG SAs1/6HN SEOR - 28035_ FROM ED HARWES-JIN HARDING JR/ NESLEYAN - T-5 GIRD (2 -PL TOP CHORD 20 DF -L ¢1 BOT CHORD 2x8 DF -L #1 WEBS 2x4 DF -L• #1 PLATES DESIGNED FOR GREEN LUMBER PER MOS -91 TABLE 7.3.3. THIS GIRDER DESIGNED TO CARRY 32-00-00 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. RECOMMENDED CONNECTION FOR 32-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD 6 24` O.C.t SIMPSON HUS28. SEE CATALOG C-PT95H-1 FOR NAILING SPEC MEMBERS HAVE II IDENTICAL LUMBER SAND THINIMUH HEEL HERWISE IHEIGHT SOFPORT£D SUPPORTING GIRDER.] W4X12(B3) 416X4= THIS DWG PREPAREO FROH COHPUTER INPUT (LOADS & DTHENSIONS) SUSNITTEU By TRUSS F.M. 2 Complete Trusses Required E NAILING SCHEDULE: (12dy0x_nai1$) TOP CHORD: 1 ROTI @ 12" O.C. BOT CHORD: 1 ROW @ 4" O.C. WEBS : 1 ROW @ 4" c.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER RAILS IN EACH ROW TO AVOID SPLITTING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE wjTM THE REOUIREMEN7S OF I.C.B.O. RESEARCH REPORT 02949 AND ER -5352. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED SY PROPERLY ATTACHED PURLINS SPACED 0 24.00. a.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" O.C. RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W012(83) a -0-0 5-5-4 I 5-5-4 _ -1 10-10-8 Over 2 Supports _I RR=4720 Y-3.5" —4720 V-3.5" TPI - 51R Oesign Criteria: IPL-! .MIR pIi'• TtOSSES REQ m EITREAECARE IN FABDIC►TION, RP OLUM i1OVlan INSIALLINO AND ORACIRO. RIFER TO I118 -9I (HANDLING r"LIYI An RIACING). •IOILISBID By TF[ 01U51 PtA"E RB1nOTE. 693 VENETIC, ON.. SUITT (OO, MADISON. 11 631171, FOA WETT P2ACTOCS4 Mal TO ISRIOWIIS TMS[ ►OtICT[WS. UNLESS OTNIWSO 1O1CAT[N. TOO CFMO SMALL wt FICOEGLII AFTAM SIIKTOIAI OAIMLS. MOTTOS CT= SMALL RATE A "OPEALI ATTACH. RIGID CEtl M "I1pOR1AeT•• iOINISN A COPT W MS Oman THE MITALtATtDe CONTRACTOR. ALINE EIITUERED ItOINCT2, Ile. 0A% NOT BE 1E5/ONS ELLE FOR All CI FIATION TROT "NIS OEf1NIG ANY FAtLUM TO PIU TIE TRUSSES 14 t11►OINAItE RITR TPI: U 11MICATINS. 1ARDLINO. STOPPING. INSTAII[O1t ANO RIACIEi OF TRISSES. IS DESIGNC404CRS MITd APPLICABLE PROVIStMS OF NOS (RATIML 01116M SPECIFICAT'JU PIKES&% NT THE ANE11tAN FOREST AND WIN ASSOCIATIOM AND TR. ASPIME EACHE►ACE or num A* WLISS OTMERNIa MA ASTNI A653 SE LOCATED ON THIS KUCNL POSTALf. STEEL. E)CfPT AS ITION C01ECIM PEA TO PRAMINGS 1E0 A-2. THE SEAL 99 THIS DtAM1HG INOICATIs AWtHAKE OF PROFESSIONAL INSINEERING tESPOBSIBILITT SOUL" FOR INE TRUSS COMPONENT DESIGN SNOM "N! SUITA/ILITF AND 03' OF INIf COtlOinr .rag 191 PAITRCLM RUILD(RG IS THE REf90WO/LITT OF TNS BUMOEYO OESIMNER. PER �-5 Scale-.375'/Ft. REF R427--28295 DATE 02/26/98 ORN CAUSR427 90051060 CA -ENG SAM/GWH SEAN - 28DSB FROM EO LA 1 - r al; TC LL TC OL BC OL 33.5 PSF 10.0 PSF 8.0 PSF 8C LL 0.0 PSF TOT. LD. 51.5 PSF DUR.FAC. 1.15 SPACING SEE ABOVE Scale-.375'/Ft. REF R427--28295 DATE 02/26/98 ORN CAUSR427 90051060 CA -ENG SAM/GWH SEAN - 28DSB FROM EO ....... r _ t enum (HARNES•JIH HARDING JR/ HE TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard THIS DUG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS NFA. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MIST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT ;2949 AND ER -5352. ILATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: rOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 9 24.00" O.c• IN ADDITION, A RIGID CEILING OR 20 #3 H.F. sIR IUSTEBE PROPERLYUOUS ATTA ATTAAL CHED THE ING SPACED 0 BOTTOM 72.00' o.c. BOTTOM CHIORD, PLT I Yr. w4X4 = 2X4(A1) 2X4 (Al) *8-D-0 W1.5X4 W L* --2 - 0 - 0-->j �2-0-0--j 5-5-4 1 � 5-5-4 _I 10-10-8 Over 2 Supports 1 R-742 N-3.5' R-742 W-3.5' e 1PI-9511R ow"In, Criteria: iri-: .yANWINC• TtUSSE5 REOUISC t,1NE14 CHAS [R F,RI_CATION. HA,OtlRO. SN19)I YD, IYSTALUI6 A101 O,AClYO. RUER to Yq•Sl pUL1AtIlC IRSTuI[Ra MO 9 1IlA, PUBLtSHEO a TPI (111125 PLAN fYKInTOT i6lf[ MCm11011f�. •ONLLfs 0MRAst IISPICA(ED. TOPIu>oloFmAll 9AYYt PRDPtRL�Y AiLatlic• SMCTIRAL PANELS, SUTTON CHORD SMALL. NAYI A P;OPENtY AlTKNID 117610 CO LlN6. .Vf" & IFC. SHALLNOTNOT $9 RESPONSIBLE OF THIS 1SI6A1R TOW&T30i, MON THIS o( INSFIttATI13 N DEST0II: ALIN ALPINE �E00 LO[l0 TttE iiUftES IS CMUMMPX Willi TPS: OR FAWCAIINa. Nlai0l04. ERItPFNO, INSTALL16[ 250 kkkU K OF 11USSM THIS DUTCH CONIOb6 10TN APPLL p9 All V,, AND FDS (NALPIK 0[StOt S9tarICATION PU10sm m TN[ ANWCAII FOR13T AI0 FAP6l ASSOUA110O1 AND TPR. ALPOTD. APILT IK [KBIFTALL a TRUSS. ldTBSS �A�6ECLOCAlEO ON IVIS 0 3106.FT SPOSI1l07 COMCIORS PEI TO ONAY[A&C IW A•[. TtQ SCLL m THIS pllANtsO RAIUTLS ACL[FTAIa Di PROFESS10tu ENOINIaIRa USMIStgUTY SOLELY FIR THE TRUSS CpIPOI�YT p(ifOtl EeONN. t SO[TALn al AFD 01C OF itlli �iinEr t [ORRno oi vPARTICON U AR BUIL03M ES Alt AtSPONS1 11 W teL SDttolu al UYEt. PER CA/ -/1/-I-I-If TC LL 33.5 PSF TC DL 10.0 PSF BC OL 8.0 PSF 6C LL 0.0 PSF TOT.LD. 51.5 PSF DUR.FAC. 1.15 SPACING 24.0" Scale-.375'IFt. REF R427--28296 DATE 02/26/98 DRW CAUSR427 98057061 CA -ENG SAM/6WH SEON - 28044 FROM ED (HARWES-JIH NAROIHG JR WESLEYAN [SG£] T-7 DTC/SGE TOP CHORD 20 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N ICOINIECTOR PLATES DESIGNED FOR GREEN LUMBER PER HOS-91 TABLE 7.3.3. ATTACK BLOCK TO THE CHORD (K) WITH 2X4 ALPINE LPLATES �0 24.00. P THROUGHOUT PLUS HEEL PLATES AS SHORN. In 2X4 VERTICAL WEBS WITH W1.5X4 PLATES, TYP. W4X8 H W3X60 W3X6 0-0 W3X6= W2.50- W2.SX4m - TRIS D85 PREPARED FROM COMPUTER INPDT (LOADS 6 DIMENSIONS) SDBMITTED BY TRUSS MR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949 AND ER -5352. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 18" OUTLOOKERS AND SIDING LOAD NOT TO EXCEED 10 PSF TO ONE FACE OF TRUSS ONLY. W3X6 = �Hf �0-0-4 +B 0-0 W3X6 a -,- L-2 L-2 -1- 3---J Le -2 -1- 3---J 5-5-4 5-5-4 �— —10-10-8 Over Continuous Support -- R-295 PLF H-6-8-2 Note: All Plates Are W1.5X4 Except As Shown. Desi n Criteria: TPI-! PLT TYP. Al ine Nave TPI -95 R ••MANNING•• TRDSSEt 11 101 EITIEHL CANE IN ►A923CATION. HANDUN6. 2OPPIN6, BMTAIUN6 ARD BtA611T3. WEN TO rij-RI (NAMING 11STIEUNO ARD TRMER6). 9UILISX(0 RT TPl (TRUSS YEAIT INSTITUTE. $01 VOIWto OR.. SUITE EDD. HICIS". ME S77t9I. FOR Sul" RALTICES PH OIL i0 RAFORNIRR TRESS FUNCTIORS. mess aTuMISE 3HOICITED. TOP WORD SHALL NAPE PROPERLY ATTACHED STRUCTURAL PAAOEES. HITCH CtlDAD SGLL RAVE A RC MY ATTACHED 21610 CEILING. •ONTRACTOR. ALIF ►NOOUCTS. JIM. SHALL NW K PAEQOHSERUor Tgl$REORiAU DEVIATION ROILTHHE INSTAIMATION ISSDESIGN•. AHTIRETA"ftOlf TO HUH112110 GU[l0 THE TRUSSES U C A'RCE NIIN TPE; at FABRICATING. 005111W. SMPp1NI, ENSTALLIAG ARO A211C1N6 OE RUSTRUSEES. TMS BIT,, COMOIei VETH Am ICAOl6 PSOTISIOAS OF RIS (RATIONAL OISIGt tPECIFECAT[OA PUIL1S910 lO< SNE ANOLICAH FOREST AHD /AICA ASSOCIATION) AAA TPI. ALP C=Crogs ANN PAOF 2022A ASIN A663 GRAO CAMEACH [AU ROSS- AND UNLESS OTIEINISE LOCATED 0A[ HISO L30H. POSITION C41101910111 pit TO DRAVInS 160 A -I. THE SEAL 01 THIS DRANINO I1010TES ACCEPTANCE OF PROFESSEOIAI ENGINEERING RESPONSIBILITY talk MY pARTICOLAN EOILOIAG Is T I RESPONSIBILITY of T9OOILOIL01"S TY GNUSE 4F iX15 ER. PER CDN ONENT 0-41ITPI1-1116SECT143 T. 7- � LAI -111 -1 -1 -if �.� TC LL 33.5 PSF 9e TC DL 10.0 PSF AM � � BC DL 8.0 PSF * 8C LL 0.0 PSF TOT.LD. 51.5 PSF DUR.FAC. 1.15 SPACING 24.0" Scale -.375"/Ft. REF 8427--28297 DATE 02/26/98 DRW CAOSR427 98057062 CA -ENG SAM/GWH SEON - 10538 FROM ED (HARVES-3114 HARDING JR( WESLEYAN - T -2S CORN STUB 0110' TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -t #1 NESS 2x4 OF -L Standard o PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. 1I_ vT U') 112.5X4 W3X6 6 r W3X10 (B3) = W5X4 = THIS EW3 PREPARED FROM COMPUTER INPUT (LOADS L DIHEHSIONS) SUBMITTED BT TRUSS MFR. ROOF OVERHANG DESIGNED FOR A 2.D0 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREKEN7S OF t.C.6.0. RESEARCH REPORT 02949 AND ER -5352. NOTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 USC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED a 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 g3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00° O.C. BUST BE PROPERLY ATTACHED TO TRE BOTTON CHORD. W2. 5X4 a 113X6 e W4X12(83) - 2�5 0-5-0 I-8-0-0 2-0- I_ 16-0-0 I 15-10-6 -I J 31-10-6 Over 2 Supports I R-1626 N-1.815' R-1838 W-3.5' 5\R Design Criteria: wi- sH�lty'.. • T11USSLS AODIRC lYTB[AE fEH[ itl fABR1CAT[aT1. HARDLIRO SHIPPING.IIISTARII AB MD =JIM. 11170 TO RID -91 TRAHOLIHO 1lATASUNS AND BRACUIGI. 1011.1 CED tr TSE (TfOSs flat[ INSTITUTE. SBS D•oH0JO of.. SUIT[ 200. SADIS011. RI sllfll. TOf SAFETY t1ACTICES PATDS 10 �OpLM "M r Nr11UYS. MISS OTH[OIISE INDICATED. TOP CHDlD SFULL 949E PRU MV ATTACHED STAOCMn PlWlS, NOTION CURB ftl1k HAVE A PROPERLY ATTACHED RIGID CEELI88. •1►PDtTAI FURNISH A COPS b THIS DESEUR TO THE nwALLAm (,Q01ACT@. Atop[ EN611111 EO PAO3CRT5, IBC. SHAH ROT 11 f1S"ItIfIE Fol AV OErEATION FROR THIS DESIC7; ANY F►ELO2E: TO BUILD THE TRUSSES IN CffFOETABCE 11TTR 11/11 AN FAUICATENO. WIIDLIfO, SHIPPIHf, EBSTA1LINf AND 11"1 CU ICOF U 10 SESN[B fYST1E1Y1[ll(JN fOtE1T Yl0 PA7tR ASS CIAT[O10 AHD TIT. (AL)IHE 0 CONtICTOtl ARE 1111E IF t01A ASTt ASS) 0100 U17. StEEL. EXCEPT Al 80110- APPLY GDORCTOeS TO CEEP TACE OF TLOSC. AAD UNLESS AS ITAD1HISE LOCATED ON THIS DESECR. IIInoN COAAICTDLS PLO /2/111185, 110 A•2. THE SEAL ON THIS 02AYINS INDICT AIES AUPTA TAT:E of P20ILSS10HA1 p1OLf1ER)NB JESPERSITILITT SOLELY FOR THE FI CDIIFONENT CESIBN SHOVY. FOE SULTABILITr AND USE Of THIS � , PWjITfol ANY PARTICULAR fU1LDENG IS THE 2ESPOHSINELITY or THE BUILDING OES[©10. In r. STD CA - 1 - - - F Scale .1875' Ft. �, TC LL 33.5 PSF REF --R427--28292 TC DL 10.0 PSF DATE 02j26/98 198 005 SC DL 8.0 PSF DRIB CAUSR421 98057057 it BC LL 0.0 PSF CA -ENG SAMJGWR TOT.LD. 51.5 PSF' SEQN - 28001 t OUR.FAC. 1.15 FROM ED SPACING 24.0° 12 —� 4 or greater 's `?o. ossPs� ��% Bottorr chord diagonal bracing repeated dt each end of the building and at same spacing as top chord diagonal bracing. Up to 32' 4/12 1 15' 20 15 Over 32'- 48' 4/12 15' 10 7 Over 48'- 60' 4/12 15' 6 4 Over 60' See a registered profasslonal engineer - DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 0 i' All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage n trusses or buildings. A jo V01.1 180. r i I., 0 � Permanent SSPs "Po. continuous lateral bracing as specified by then truss engineering. y 450 1 Fame dl a Cross bracing repeated 3t each end of the building and at 20' Intervals. 9 Top chords that are laterally braced can buckle togetherand cause collapse ifthere fano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 045° DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir TOP CHORD l Continuous Top Chord All lateral braces TOP CHORp DIAGONAL; BRACE:; Required MINIMUM LATERAL BRACE SPACING (DBS SPAN PITCH SPACING(LB #trusses Up to 32' 4/12 8' 20 15 Over 32'- 48' 4/12 6 10 7 Over 48'- 60' 4/12 1 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required _/ Ot%eso 32 / AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Over 28'- 42' 3.0 1 6' 1 9 1 6 Over 42' - 60' 3.0 1 5' 1 S 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir s ' Continuous T^^ rk^•a Lateral Brac Required 10'orG Attachmen Required SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. ?e�or �P`4S Frame 3 pr-10- �wl 0� do eVa\ 0Ile Q Top chorda that are laterally braced can buckle togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins '� are attached to the topside of the lop chord. 12 —j3or e greater up 10 Z4- 3/7Z Over 24'- 42' 3/12 Over 42' - 54' 3/12 Over 54' See a DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. ®WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A PLUMB I I I Truss De th All lateral braces lapped at leach 2 trusses. L(in) L{int ........................... �............._... _..... P D(in) I Lessercf - I L/200.1 e' I Lesser of D/50 or 2" 1/4 Maximum Plumb Misplacement Line L(in) 0200 L(ft) 50" ` 12" s 1/4" 11• 24" 1/2" 2' 36" 3/4" 3' 48" 1 " 4' 60" .1-1/4" "S' 72" 1-1/2". 6' 84" 1-3/4" 7' 96"_ 2" .81 108" 2" 9' . All lateral braces lapped at leach 2 trusses. L(in) L{int ........................... �............._... _..... P D(in) I Lessercf - I L/200.1 e' I Lesser of D/50 or 2" 1/4 Maximum Plumb Misplacement Line L(in) 0200 L(ft) 50" 1/4" 4.2' 100" 1 150" • 3/4" 200 .1 -' 1613 250" - .11 -- /4" " 20..6. 300" _1;-1 /2" 25.D OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances dho•Ad iP WARNING: Do not cut trusses. A construction loadsof anydesci iption teplaced on unbraced trusses. Frame 6- e This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED. When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating practices -Dr indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS, for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES Itis the responsibility of the installer(builder, building contractor, licensed coitractor. erector or erection contractor to properly receive. unload, store, handle, in:talland brace metal plate connected wood trusses to orotect life and property. The nstaller must exercise the same high,degree of safety awareness as with any otherstructura I material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, irstalling, and bracing wood trusses fora particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erectororerection contractoris advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed wam- ing will most likely result in serious personal injuy or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevera personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, out mist, due to the nature of responsibilities involved, be presented as a giidefcrthe use of qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information conta.ned herein bybuilding designers, installers, and others. Copyright C by Truss Plate Institite, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printer in the United States of America. CAJTJON: Alltemporary bracingshould be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. �' TRUSS STORAGE - CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaceswhich could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral CAUTION: Trusses stored vertically should be A bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless JA begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed to a stable horizontal position. WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat I -A bands. Do not use damaged trusses. is extremely dangerous and should be strictly rohiblled. Frame 1 ;:..;. TOP...CHORD:IMM Oil! TOP CHORD, DIAGONAL BRACE:. MINIMUM'; LATERAL BRACE SPACING DB SPAN gEPTH SPACING(LBs) #trusses . .i... .; $F / D Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 1 6' 6 4 Over 48' - 60' 48" 1 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 $ 0`' diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential fo stability and must be duplicate both ends of the truss system. WARNING: Failure to follow these recommendations could result in severeyersonal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. �y \ 3p'(Des) 1y 0s� Trusses �?' ° C. l� s All lateral braces lapped at least two trusses. a. X450 F End diagonals are essential for stability and must be duplicated on both ends of the truss system. • Frame 5 Continuous `•:� .Top Chord , Lateral Brace •'I Required J - 10"_ or Greater ' s Attachment Required — 3t/2a Trusses must have lum- ber oriented in the hori- zontal direction to use I this brace spacing. Tag Line WARNING: Do not attach cables, chains, or hooks to the web members. ° 60°i�610 ess or less Approximately Approximately Tag 1/2 truss length "/z truss length \ Line Truss spans less than 30'. Lifth Spreader Bar Toe In Spreader Bar Toe In Approximately '/z to 3'3 truss length Less than or equal to 60' f Approximately _I Less than or equal to 60' Toe In 1AWARNING: Do not lift single trusses with spans greater than 30' by the peak. the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Strongback/ SpreaderBar L 10 � I. Approximately i Y3 to 3h truss length Greater than 60' Tag J Line Tag J Line Strongback/ SpreaderBar In At or above mid -height V3 to 3/4 truss length Tag Tag f �` Line Line Greater than 60' CAUTION: Temporary bracing shown In this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer If a different A bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specifcation for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is ;possible. Typical horizontal tie member with multiple stakes (HT) Frame,2 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Wesley Ann Magalia Number and StreetCity County Su i- Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts Th' k ess (inches) 10.25" Brand Name Thermal Resistance (R -Value) Brand Name Schuller Int. Thermal Resistance (R -Value) R30 is n , Loose Fill Type Fiberglass Brand Name Schuller Int. Contractor/s min. installed weight/ft sq. 500 Ib.R Minimum Thickness 13�� - �-' inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R30 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 6.75" 5. SLAB, FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Schuller Int Thermal Resistance (R -Value) R13 Brand Name Schuller Int Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value Brand Name Thickness (inches) Thermal Resistance (R -Value DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficient Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Uertificate of compliance, where applicable. Item #s hSigaWnature4,AatWAN1 Items Signature, Date Item #s Signature, Date LOERKE INSULATION CO., INC. Installing Subcontractor Co. ame Or General Contractor (Co. Name) Or Owner Instal ing Su contractor Co. ame r General Contractor (Co.Name) Or Owner Installing Subcontractor ((Co. Name Or General Contractor (Co. t+fame) Or Owner n � .__ _ .._ a ---- ---._ ._ , _ _, '� G/' _ .. - _, � — -� 1 r I CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building, Department for compliance. ( 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail-, ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards �} 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [tiL] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [� 2. The length of vertical -curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. e [�] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 Page 2 of 3 L L4 4 0 (3 W -02-)-z � � �✓� �' AP # PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than -800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [k] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet -in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves. [}C] 2. The gates must be located at least 30 feet from the ` roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space.` [ ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [�] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of ` road construction )r fiAal inspection of a building permit. Page 2 of 3 w AP # PERMIT # N E Other Reguirements [ ] If Building Setback is 15 to 30 Feet: -Class A or B roof - Enclosed eaves [Z] if Building Setback is Less Than 15 Feet Choose any 3 of the.following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A'or B'roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed i0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County FireDepartment approved materials