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HomeMy WebLinkAbout041-670-0030 . 46-2o - yos -SJ,4 0, e�-1 y���/�Li BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BP042637 BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538.7636 (OROVILLE) (530) 891.2834 (CHICO) OFFICE #: (530) 538.7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds LICENSED CONTRACTORS 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 effect. License Class C, 2,dc 3 License Number. 77 Date: Contractor. 1 hereby affirm under penally of perjury that I em exempt from the Contractors' Stale License Law for the following reason (Sea 7031.5 Business and Professions Code: Any city or county which requires a permit to construct. eller, Improve, demolish• or repair any structure, prior to its issuance, also requires the applicant for such permit to rile a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than Ove hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees. provided that such improvements are not Intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). O 'I, as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Slate License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to sett -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. lY I have and will maintain workers' compensation insurance. as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation I`nsurancecarder anndl policy number are: Cartier. r7 Policy a: i �y3s 0• I certily that in the performance of the work for which this permit is Issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California. and agree that it I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code. 1 shall forthwithgcompl'Ihos provisio s. Date: Applicant: WARNING:secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars (8100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorneys fees. Issued Date: 09/08/2004 APN: 041-670-003-000 Site Address: 3405 SUNVIEW RD PAR Map Index: Description: REPLACE CONDENSOR & COIL Owner. OPP HARLAN M & CAROLYN S (CB DVA) 3405 SUNVIEW RD PARADISE, CA 95969 Applicant: OPP HARLAN M & CAROLYN S (CB DVA) Contractor: GALLAGHER'S HEATING & AIR E. HWY 99 LOS MOLINAS, CA 800-892-3556 License #: 777334 Architect: Engineer: Total Square Ft: 0 S.F. Valuation: $0.00 Census C1� ode //nn f V�a,"-")- L C) �J'�q * 6 5 CONSTRUCTION LENDING AGENCY Tinsmt� ueo unserrannav,cN,1 hereby affirm Thal there is a construction lending agency for the ResIndicatedabove forwhich feeperformance of the work for which this permit Is Issued (Sec 3097 Civ.) Rv�LpN r le: Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533. and 25534 of the California Health and Safely Code• which regulate the storage, handling and use of hazardous materials. O Notification In accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application• that the above information is coreci, and that I am the owns or lh duly thorl agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the subslan of a odic form d utte County. thereby authorize represenlaliv s of Butte County to enter upon the above mentioned property for inspection pu si Print Name: �v -// S. W,74.K Signature: Date: 0 Owner 0 Contractor W Agent for Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT,SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541, FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042637 LICENSED CONTRACTORS 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 Issued Date: 09/08/2004 APN: 041-670-003-000 the Business and Professions Code, and my license is in full force and effect. License Class C!704C- 31 License Number: -7717/ 3 3 `� Site Address: 3405 SUNVIEW RD PAR Date: B' Contractor: G� i 1 VAC- Map Index: Description: REPLACE CONDENSOR 8r COIL p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner:.OPP'HARLAN M & CAROLYN S (CB DVA) permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 3405 SUNVIEW RD the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or PARADISE, CA she is exempt therefrom and the basis for the alleged exemption. Any 95969 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an OPP HARLAN M & CAROLYN S CB DVA ( ) owner of property who builds or improves thereon, and who does Applicant: such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: GALLAGHER'S HEATING AIR ❑ 1 am Exempt under Article 3 of the Business and Professions Code E. HWY 99 Date: Owner: LOS MOLINAS, CA 800-892-3556 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for License #: 777334 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. EY I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer' insurance carrier and policy number are:. Carrier: 1; 1 4.7C CbY+-1/) _^S r14114 Policy #: (% Total Square Ft: 0 S. F. ❑' I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith compI th tthos provisio S. `� Date: U Applicant: WARNING: ailure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. l- lY Jul CONSTRUCTION LENDING AGENCY This p ids her y issued under the applicable provisions of the BetterCountyCcdp ?nd/orI hereby affirm that there is a construction lending agency for the Resoluti s ork indicated above for which fees have been paid.�/ performance of the work for which this permit is issued (Sec 3097 Civ.) O o Name: By: Date: PERMIT EXPIR S N: ` Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required. E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owne or th duly thori agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substanc of a offic' form dRkounty. I hereby authorize representativ s ofButteCounty to enter upon mentioned property for inspection pu /above ythe �`� �' ' " Print Name: Signature: Date: 0 Owner ❑ Contractor 4Y Agent for Owner Cl Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" CONTRACTOR OWNER Last Name irst me v l N 14 N Address ,1/� S c 4- h City a u Stat A Z^ 6 Phone p -� 0 Fax E-mail Planner CONTRACTOR Name Gi G4 L'/ �} C Address P v ��k 3 I City l oS n'lo�, noS Sta�_A Zip S 2 J �i Phone 00 2 355(, Fax E-mail l.ic. #77-733V czs s c3 S APPLICANT NAME ARCHITECT/ENGINEER Name City Gk � c O Address Zip S 2 J �i City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name Address 4 7 '�r City Gk � c O Stat Zip S 2 J �i Phone 5 7O 5-� S Fax E-mail For office use only: Zoning Property Address) Flood Zone J SRA IYes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT vl , BP BIN # LOCATION ( Property Address) City Cross Street WORKER'S COMPENSATION Policy Number -1�g 2 CarrierC�s If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: �IC-6'14mLv Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): OVER FOR SUBMITTAL REQUIREMENTS it K 70RMSWILDING FORMS\BIdgApplSubRgmts.doc Page 1 of 2 EXPIRATION OF APPLICATION Applications for which'a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Receipt #:a -� CP- Datek Amount ) � Bldg SRA Sheriff SMIP � 7 / Total REV 7-27-04 T � , T � • 1 • _ r '�L'i SUBMITTAL& PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. -ALL PLANS MUST BE LEGIBLE AND /N INK ❑ 1. Site plans, 3 or sets, signed by. the preparer.of:the plans. No graph•paperl -` ❑ 2. Complete plans, 3 or 4 sets, signea by the'preparer of the plans (No graph paper!) OR ' Engineered plans, -3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations., ❑ 3. Engineered truss details and layouts in duplicate (if required)'. -No faxesl ❑ 4. Energy compliance design and 'supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.), ❑ 5. Statement of Intent fdr Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A)'Data sheets'and installation inst, (B) Marriage line info?;,{C) Floor Plan, (D) Tie down or fnd plans, all in duplicate.. ❑ 7. Metal bldgs: (A) Metal Bldg,Plans, (B).Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floof plans in triplicate. All of these'must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed; in duplicate (if required). x ❑ 9. Site plan and business license approval from the City of Biggs. 1110. Letter of intent for non-residential buildings.` 7. ❑ 11. Detached Accessory Building. Form filled out by the owner (if required): ❑ 12. Hazardous Material Form (for Commercial Buildings only). — 0 13. Sanitation and site plan'approval from theEnvironmental Health Department. Remaining items needed to issue the permit. Additional,items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) - ❑ 1'. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). El 2. Impact Fees. g ❑ 3. California Department of Forestry plan approval (if required). ; ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. construction approval prior to occupancy). ❑ 6.' Contractor's license information. (Number; Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9: Letter of Signature authorization (if required). - s ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. •-K ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). ' If you have questions or would like additional information regarding this process, contact a Permit. Application'Assistant at. (530)538-7541.' , t' EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one'year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. R REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. 'The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance.f6r permits issued; however, on issued permits refunds can only be -made if no construction work has been done. Filing feesplan. check fees for work plan checked and other department costs are not refundable.' OVER FOR BUILDING PERMIT APPLICATION '-` ' KAFORMSWILDING F0RMS113IdgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04;-`. H "00 4o i� o INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME:�i��o1xc SEPTIC: WELL: AP#: 041 - (o 70 -oy `3 ADDRESS/ -LOCATION:- Lot 3 ��.vra'.� .Comments: -A40=4 • C frl r /=.3r - � iyJ • GV GUmemoslmleasehold i, NOTES � .. a r. I 5 � ,RESIDENTIAL PERN-+041-67=0-003 99-0478 BPEM-- t OPP, Harlan & Carolyn I 3Sunview Rd, PAradise (new S F) Claude Welchel Contr SPECIAL CONDITIONS CHECKED / BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY _ USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address G Date Met ELECTRIC Meter By JOB FINALED (Date) /v i I Signature • J \ 1� 3l Y Z�y \ I� f t4 k A� t { w 5 � ,RESIDENTIAL PERN-+041-67=0-003 99-0478 BPEM-- t OPP, Harlan & Carolyn I 3Sunview Rd, PAradise (new S F) Claude Welchel Contr SPECIAL CONDITIONS CHECKED / BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY _ USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address G Date Met ELECTRIC Meter By JOB FINALED (Date) /v i I Signature V= OK 0 = Not OK - = Not Applicable MOBILE HOMES • = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) 6. 5. Electricity; location-Clearances-Grnd-/ /Amp -Concrete 7. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"tt./ /'LPG 8. 7. Well Clearance 8 Disconnect 9. 8. Utility Clearance 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Can. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date. DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Rooting 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 0 = Not QK 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test - =Not Applicable 11. Water Pipe; Test -Anchors -Regulator -Service Test RESIDENTIAL (Single & Duplex) .--(3ot Ready 13. Plenums & Ducts; Clearance -Material -Support -Ins. 6$. Date 7 Underfloor (Plans) OK except #'s 7 Date FRAMING (Continued) 7 1. Zoning -Setbacks -Easements -Flood -Slope Card B-1 Date Card B-1 A,, angers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth7 7 -. ling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 77 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Test Fittings & Anchor -Nail Protection 48 ir_eplace Ties or Type A Flue -Fireplace Throat Clearance hower Pan; Test, First Floor -Tub Access 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 8_U f9,At is Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped Card B-1 Date Card B-1 5.0. m. Windows or Exiting Doors -Sill Ht. & Dimensions Card B-1 Date Card B-1 6. Stemwalls, Garage; Steel-Blockouts-Wrapped1. rage Fire Protection Framing 6a. Hold Downs and Special Anchors . Size Boxes & No. of Conductors Stapled 52. oertv Line Firewall & Ooeninos Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME HANICAL (Permit) OK except #'s 2LISC. Ducts Insulation & Support Xeolvent Fan, Exhaust above insulation 3ondensate Drain & Overflow, Size & Grade 38 -furnace -vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 0. Sits Proper Materials & Anchors -Walls Studs-Nailing Spacing & Braces -Plates -Sound .jearing Walls over Girders & Floor Nailing ft Stop in Walls (rat proof) . D4 Stops, Furred Ceilings -Stairs -Chasers -Tubs ,46"Headers & Beams -Size & Bearing 5 t. Doors -One 3' -Check Garage 3rd Story, 2 Exits 4 t 'rs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers 6. Siding -Nailing Veneer St co Mesh -Drip Screed -Fd. Vents-Underflr. Access Gluing Area -Glass Protection -Skylights -Plastic 60. Braegiffiterior/Exterior Wall Panels 62. Infiltration -Walls- Windows Datej�/b� Card B•1 Date Card B-1 Date %1 Card B -1 -Date Card B-1 Date 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 414- 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 6$. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 7 15. Access & Ventilation 7 16. Insulation 7 it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 7 ater.Htr.; Vent -Access -Combustion Air Baffle 77 10 --Pipe; Test & Anchor -Nail Protection 78 Test Fittings & Anchor -Nail Protection 7 hower Pan; Test, First Floor -Tub Access 80 gj,- est Tub & Shower, Second Floor -Tub Access 8_U L22 s Pipe; Sixe & Anchors Clearance Looke0oander Floor Q Yes Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date E ECTRICAL (Permit) OK except #'s Fjytur6& Transformer Clearance -Ins. Protection Elec Receptacles Spacing -Lights & Switches at Doors . Size Boxes & No. of Conductors Stapled 2 oyex Installed Close to Edge of Studs & C.J. 2.7"19pip-Ground made up w/Meth Fasteners -Bond Gas & Water Oe -2 Appliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No rvice-Riser Conductors & Ground Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light 3 -oke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME HANICAL (Permit) OK except #'s 2LISC. Ducts Insulation & Support Xeolvent Fan, Exhaust above insulation 3ondensate Drain & Overflow, Size & Grade 38 -furnace -vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 0. Sits Proper Materials & Anchors -Walls Studs-Nailing Spacing & Braces -Plates -Sound .jearing Walls over Girders & Floor Nailing ft Stop in Walls (rat proof) . D4 Stops, Furred Ceilings -Stairs -Chasers -Tubs ,46"Headers & Beams -Size & Bearing 5 t. Doors -One 3' -Check Garage 3rd Story, 2 Exits 4 t 'rs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers 6. Siding -Nailing Veneer St co Mesh -Drip Screed -Fd. Vents-Underflr. Access Gluing Area -Glass Protection -Skylights -Plastic 60. Braegiffiterior/Exterior Wall Panels 62. Infiltration -Walls- Windows Datej�/b� Card B•1 Date Card B-1 Date %1 Card B -1 -Date Card B-1 Date FrNAL (Plans) OK except #'s laps -Door & Sidelight Protection -Landings 414- S etector Furnace Vents -clearance -Comb, Air -Connector - In G ,'Above Floor -Ducts -Meth. Protection edroo- Exiting F.I. & Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel, Breaker Sizes & Labels 6$. Stairs& Rails 7 replace or Stove, Clearance -Hearth 7 ec. tlets at Wood Panel, Int. & Ext. 7 it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7 ec. Outlets & Receptacles at Kit. Counter arage, Fire Door; Swing -Landing -Closure 7 . C. ct in Garage -Damper 7 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Gar ; Above Floor -Mach. Protection 77 : & Mech. Equip. Listed for Location 78 ec. eceptacles in Garage (F.F.I.)-Romex Protection 7 nsula ' =Foam -Looked in Attic 80 u Rails & Deck Construction -Post Caps 8_U -rd -n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looke0oander Floor Q Yes 82. Following Instl rive Q YeS�-d</Walks _ .Yej No/Planters FVffs-J No 83. S n -Finish 84 U ' isconnect, Electrical -Plumbing 8 - ants A ove Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 ter W II, Disconnect, Electrical, Plumbing xter' Elec. Trim, G.F.I. Receptacle -Underground 8 entilat' Throughout House 89 ass Protection 90 PofrectSns from Previous Inspections 91 s T -Meters Tagged, Gas -Electric 92. ater ewer Connected -C/0 to Grade -HD Approval 93 a ompliance Certificate -Other Certificates 9 ddress Posted Date 0 QO Card B- Date Card B-1 Date Card B�Tl 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 (530) 538-754 y RMI yo. (Rev. 12/96) APPLICATION AND rERMIT ASSESSOR PARCEL NUMBER 041-67-0-003 ZONING PUD BUILDING PERMIT OWNER HARLAN AND CAROLYN OPP TELEPHONE 873-6256. SO. FT. OCC. BUILDING VALUATION .OWNERS MAIUNG ADDRESS 14 P I CONTRACTOR'S NAME CLAUDE WELCHEL TELEPHONE 893-1628 coy Z 3,626.87 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER / Fireplace 11 011 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING Ress a S1 VIEW ]ROAD, PARADISE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LorNq 3 sueDlI�� IN OAKS ESTATES PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF N Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.0 Solar or heat pump water heater 23.00 Water piping 15.0 Each gas water heater or vent 15.0 5 00 TYPE OF WORK Nevv%V Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM, 2 BATH Gas piping system 1 - 5 outlets 15.0 Building sewer 15.0 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 800VOR LE Main Service OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: �(❑ 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. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to 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 fo hwith comply with those provisions. Date— Signature of Applicantp-0:0—wrige 4n Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zoOA 46.00so NG CCU000A NEW coNsr. DwEwNo occuP. 3.5aso. O ADDN ( F MULTI -OUTLET NON-RESID. BRAWH CIRCUITS 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU . OUTLET OR FIXTURES BAL p I.s5D Ex. Occup. O.Aa ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating 20.0 Cooling OCI Hood 6.50 6.5 Ventilation 3 4.50 13.50 PERMIT FEt $ 80.00, Mobile Home Installation Fee I $ Energy Inspe6tion Fee I $ 46.00 occ P3 CONST. TYPE 1704.17 VN TAL FEE $ HAZ, HD u D. FE IMP D CDF ARCq PD fo �-tLOT V This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By �D7 PERMIT EXPIRES ON G _ provisions to do work paid. e rn a et Receipt No. 258218/519. 48PC// r- /V,&./.,&9 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT vim' r .: ... .. •r �. .,,sr ........i,, e—..wx••r• ••u �.r"M,AB mwtF�.�:i+M'T. y{�yn :m ;r.., a. J.y .-�•4�IN,. .�r=c , �1a`i.,•s',"1"''!"y('^V t".e�•' .- 7N iFr^ �7 , .� 7 t • k r ti i 77 ar)nL t ~r • � r ' 1 'Y' IrR ^ `, it J � 1 t 'y• •— � r .... .e COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER d 3 l 27 BUILDING PERMIT OWNER ar ,V 4- �a m o )VA/ li TEtIDHONE 87�-6�5 SO. FT. OCC. BUILDING VALUATION 0Z l G OWNER'S MAILING ADDRESS U 9595`4 S -7- 7 G, 0 0.' CONTRACTOR'S NAME / L G TELEPHONE 223-162-8"7,?. qrfG f0 0v / 92 C+bNTRACTORS MAIUNG ADDRESS I CONSTRUCTION LENDER EFireplaceO , r 1500 tE DER'S Ma LING ADDRESS , Total Valuation $ 7 L ARCHITECT OR ENOINEER / LICENSE NO. Filing Fee $ 20.00 Permit Fee $ , ARCHITECT OkINGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINOADDRESS 4d Energy Plan Checking Fee $ $ PERMIT FEE $ r� LOT NO. SUBDNS IONS NAMEh2bI ee,- rC PARCEL d PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 70'D -o USEOFSTRUCTURE uplex Mobilehome ❑ Other SF ElP•P sPEc�v Solar or heat um water heater 23.00 Water piping g 15.00 , b-0 Each as water heater or vent 15.00 , p -O TYPE OF WORK New Addition 0 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3_5 Iz— 62 Gz Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 �j� •o-0 Mobile Home I S I G W cQ20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service z'Bo.OR mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (rhe 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 provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60' deep and demolition or construction of structures over 3 stories in heig t. I JBy Main Service tow TO l000A 46.00 NEW CONST. DWE111NG OCCUP. SO OR ADONS. ( a ACC. BIDS. 3.5¢Fr: O NOµRESID T. MULTI -OUTLET @7,50 powER APPARATUS a S ILE otmET CIR. OUTLET ORFDRURES j 20 @''DD Ex, Occup. BAL 00 Ex. Occup. o7DAPRR�D°En 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation ,3 9.5o /351D PERMIT FEt $ ITO i (70 Mobile Home Installation Fee $ Energy Inspection Fee I $ , 6--a coNST TOTAL FE Q , 12 HAz. D FEES ;00" FLooD p ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Oate ReceiptNo. WHITE-D.O.S.-B.D. CANARY -ASSESSOR PINK• PECTOR GOLDENROD -APPLICANT /1. { ',i. B �. �A� -.. . ' .. _. 1 }.v. 1 � i. 1 • t 4 ' ' ` � � t ` � i� 1 .. � a , F a � .}. - ' '" .� 4 . �. e � t SII.. s y C � y�IG} ' i ,' ��,a f tT ♦ 8 ' • � � � .r ' -- � �r � � � - e ti '� , � i, ti ' • _ t i - .� _ ► � � - � z r �. .' _ •, , r 4 • • � _ -; / ffiR � • _ h + �I F 11 `. � k _ �. t f t _ • S. r� r �_ _ � u ,� w- r � e` i ,".��, , , , , . � is �� ,. .r �. � .� �< .. s , � � � r �r i� .. i � • % : .�. MR � i - ..� .. .f .. r �• n +, _ 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 / PROPOSED BUILDING USE . BUILDING PERMIT FEES -- Balance Due ................ $, , -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) ` 44` 3. SHERIFF FEES (paid at Building Division) esidential ........ x $360.00 = $ &`v Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq:ft.) .. x =$ Sq. Ft. Amt. A.P. # L/ / /,' -7 _00 3 DATE 3 REC # DATE REC 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK , $89.00 (paid at Building Division) pd �� .3 15 t 9 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER ;;Y At time of pe emit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT / . DATE ar. Original -Owner Copy -Building Div. (Rev. 12/96) 4.i TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached .GS Floor Plan Attached c� Sent to B.D.�— V Aa 4/ 3 Rol 041- 670-OV3 Owner Location AP# Plan Approved for: Sewage Disposal -X— Water Supply: Public Private Well Clearance for 3b dwelling. Other Hold fen I r: .rihi` Final clearance O.K. for: NOTE: 1'3td==.Z lREHS Environmental Health Specialist 8/96 3 '2-6 - 9!9 Date r ' m c� f { t f { 1 i ML CD i IT l�k,,.f Sv.'ayh`t""'�r'r"�tr"'�„�.viii'r�'j"''/1...,�°''�("`:,�fT.,�-�tt '°`+i�fdy,K��.A�' T Key,,•..,t,+y;_;�.,,I�R�,fj,1JL,2�..'..•,••-•r—� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER:���� 1,, AI SOD ASSESSOR PARCEL NUMBER: U / — /.,'7 6 3 Proposed Building Use: S r- Building Inspector:: 3 At time of permit application, I w 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 bythe preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered lans 3/4 sets, with wet signature p on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 0 6. Energy Design Compliance and supporting documentation. -------- -------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ❑g.anCalifornia ufactured Home data and installation instructions including Tie Down Specifications.------------------ esof $ �� / 9 ------------------------------------------------------------------------------------- pact fees as shown on the attached schedule.-=--------------------------------------------------- ---- ___-- ❑ DePartment of Fore y PlanaPProval/fees. _P4 .----- lood elevation certificate ---------------------------------------------------------------------------------------- t .Sanitation and plot plan approval a lL Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. -------- =-------------------------------------------------------------------------- ❑I16 Plot plan and business license approval from the City i s. ---------------------------------------------- Planning approval for (A) Use: c l (B) ParAIE P ®P 16'S__ ©J--_�A_- Contact Land Development about Vhnprovements, ❑ Drainage, RKegal Parcel. ----------------------- 14D ---------------------- 14❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. ❑21. E-122. Pre -inspection for required. Request to Building Inspector on Contractor's license information. (Number, Name Style, Classification)- ----------------------- "',--------- Workers' Compensation carrier and policy number. -----------------------------------------= ------- --------- 023. Owner-Builde _------ ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner El) - ------------------------- /--------- tter of signature authorization. ------------------------------- Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ---------------------------------. ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------. ❑29. 1143 A, El Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: Whee you issue the permit, process as follows ❑ Mail to owner, nOa(l to contractor. Telephone g 7 3 •- 6 eZ $� and hold for pickup at / e- D office. ❑ Deliver with inspector. Applicant/✓ 4 O Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, er: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner; s advised of the above required data by 13phone, 13mail, ❑ Building Division counter, by Date: Plans reviewed by:�-.5 Date:y Plans approved by: Date: — Sets of plans on hold in 11 Plan Cabinet, 11 A.P. folder. Note transfer by: Date: _ r �L— s _ (Date OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signame. Please complete and return this information at your earliest opportunity to avoid unnecessary ddW in processing and issuing your building permit. No building permit will be issued until tide verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES tti NO O 2. I HAVE ® . HAVE NOT O signed an application for a building permit for the proposed wo& 3. I have contracted with the followin ' followingperson (firm) to provide the proposed eonsoructioa:' .°;� •. NAME:_ ADDRESS: = a. CI'T'Y: =a �'D ..► :..:. . PHONE: ` �)q?- p 2,q CONTRACTOR'S LICENSE NO. 4. I plat: to. provide portions of this' work, but I have hired the following -person to poor *Atk .: supervise, and prd�ide the major work: NAME: ADDRESS:''' CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to plV" the work indicated: NAME ADDRESS PHONE TYPE OF WOkK- = SIGNED: PROPERTYOWNER: - JAI SOCIAL SECURITY NUMBER: DATE: 3" NOTE: This Owner -Builder fuer fleation is required by Section 198.31 and 19832 ofdid California Health and Safety Code. This verification must be -completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your nante.listing yourself as the builder.of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property, owners unless they are personally perf6rm14 their own work. If your work is being' performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law. to be licensed and bonded by the State of. California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. Ifyou plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate Family. and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as conttscoori.or subcontractors, then you may be an employer. ♦' If you are anemployer, you must register with the State and Federal Governments as an employefand ,you am subject to several obligations including state and federal income tax withholding; federal social security taxes,• workers compensation insurance, disability insurance costs, and unettiployment compensation contributions. 4 There may be financial risks for you if you do not carry out these obligations, and these risk_ s are especiallyserious _ with respect to worker's compensation insurance. ' For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. '�.. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their woric'p6sonally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. ; A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building pentut, erroneously implying that the property owner is providing his'or her own labor and materia!personally. Building ding ant required to be signed by property owners unless they are performing their own work personally. :. Information about licensed contractors may be obtained by contracting the Contractor's'State License Board in your community, or at 1020 N Street, Sacramento, CA. -95814. Please eornplettilte-"Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued u ntil the verification is ietumed. . q el C. Vi ira, C.B.O. er, Building Inspection NOTE: This Owner•Bullder•Injormadon is required by Seetlon 19830 of the Calljornla XeaWk and Safety Code. OVER `' ���••� IIU-013 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One formper Building) ,r School District' Q tJ A.P. Number • 09 (: ('p --P-0 O 3 Jurisdiction: City Property Owner )-)A r- 1 a Al 4- l Gt / D I N A% t Building Department No. County Property Location/Address S G Ny t e tl J - Subdivision (A ,t, +q i iia ks JIF Lot No. 3 Residential Development i Sq. Footage Q 4A No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection); i................................................................................................................... Commercial/Industrial * 0 _ , _ n, t Sq. Footage . 'New Addition i1 ;. + i (Iricluding Exterior Roofed Areas) Building Department R presentative1 Date �— (Floor Plans reviewed by School District, Personnel)'' District Identification No. 99 009 8 •- 1 t •' , Lal��ku� Oaw 'School District certifies that •' (Applicant) IStreef Address) l (/ `' rn (Phone Number) P", A 0 Ice has complied with the requirements of Resolution No. representing di d� square feet. r ( School District Representative Paid by Check # Remarks: (State) (Zip Code)� by payment of $ JSr(( 4, • • D�/y��yp AB 2926 S FULL MIT .DATION f Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201al, within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees inany court action. If, subsequent to the School District Representative signing this Butte County' Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.x1s 110/98)dmm CERTIFICATION OF INSULATION ADDRESS OR TRACT SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER OCF SACRAMENTO INSULATION CONTRACTORS LOT #V1309 BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS & BLOW MANUFACTURER'S PRODUCT I.D. MANUFACTURER OCF SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS MANUFACTURER'S PRODUCT I.O. MANUFACTURER OCF MATERIAL MANUFACTURER vo` Ce\W R GRACE THIS IST CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. I NATURE-INSU ION CONTRACTOR TITLE - DATE)2_-1-99 MANAGER / 2 1 -g SIGNATURE -GENERAL CONTRACTOR TITLE DATE REMARKS SIC -303 BUILDER COPY BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS >9 KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER vo` Ce\W R GRACE THIS IST CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. I NATURE-INSU ION CONTRACTOR TITLE - DATE)2_-1-99 MANAGER / 2 1 -g SIGNATURE -GENERAL CONTRACTOR TITLE DATE REMARKS SIC -303 BUILDER COPY COUNTY'OF BUTTE BUILDING DIVISION 5 DEPARTMENT OF DEVELOPMENT SERVICES i. 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7514.1 Y' CORRECTION NOTICE OWNER PERMIT NO. . A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need addition al.explanation, r please contact this office immediately. GIGS Date ` Inspector REV 10/92 ' r � • COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico; CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 • - CORRFMInN NnTIt_F OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �J a^��R�!srsr �; * fs�€.+.sly`��:v'�'�.-,.,,.�.i`':_?".:yr.+`';• . : i,acru:.d�'S� COUNTY OF BUTTE " BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA • (530) 891-2751- 7 County Center Drive - Os oville, CA - (530) 538-7541 CORRECTION NOTICE �d OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is t completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. h n _ Date / S Inspector 01 REV 10;12 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: 5" (Jec�. , ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: 01w 40,9 ,►,. SEPTIC: WELL: AP#: 041-6-70 -QV 3 ADDRESS/LOCATION: L -a t 3 �vr r GUmemosheleasehold ol • .:W l 2 .S j. 2 -GABLE ENG DETAIL nuc nuc nncnAncn Conu C�..n,...n ..,�... .. _.. _- S 1R0)IGBACK (NAIL TO LEDGEI ('BRACED AT 55' LEDGER (MAIL 10 VERTICAL W/2-I0d MAILS) (K) SPACING FOk REFER, TO SI PRODUCT All A35 IN FI I tat (PI) (G) g (nl ) /(M) 2X4 F.L. OR H.F. 12 OR BTR. STP.ONGBACK BRACE I g� (N) 16'0.C. MAX e g g ( S I )\ (PI) PEAK PLATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE TB HATCH COMMON TRUSSES (HI) PEEL PLATE 10 MATCH COMMON TRUSSES. (0) OPTION TO WEB PLATING; USE (3)-2' WIRE STAPLES (0.072 DIA,/15 GA.) TDENAILED THRU CHORD INTO WEB 6 111RU WEB INTO CHORD ON ONE FACE FOR A TOTAL DF 6 STAPLES. (PI), (SI ) 6 (III ) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75MPH WIND LOAD, EXPOSURE '8' AT 0-25 FT. MEAN IME IGHT. BRACED AT 55' D.C. (C) IX4 CONTINU911S LATERAL BRAC114G FOR BRACE ( STRONGBACK ) MEMBER L014GER THAN 72'. ATTACH AT MIDPOINT OF EACH GRACE I/2 -8d [COMMON NAILS. 24' MAX GABLE ENO ME NOTE: CHORDS TO BE 2X4 FIR -LARCH A21MIN. NOTE: THIS DETAIL NAY BE USED FOR TRUSSES WITH PITCHED D.C. ALSO. PLATE MAX. WEB LENGTH IX3• 2-8-0 2X44 8-1-0 3X4• 13-6-0 OUILOOKER OUTLOOKER CRITERIA 3.5' MAX. T'(P. IIDTCH .a 24' O.C. 1.5' MAX, 12' NIM 24' MAX 2X4 F.L. LUMBER GRACES MAX. LENGTH WITHOUT BRACING (M) MAX. LENGTH W/ STROIGBACK BRACE (S) STANDARD 5-11-0 II -10-0 II 7-9-0 15-6-0 II 6 BETTER 7-9-0 15-6-0 SS 7-9-0 15-6-0 PLT TYP. Wave TPI -95\R Design Criteria: TPI-95(STD) Q Q Q O •-WARNING- • TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. R(f[I 10 1118-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE QTLOFE SS/pTC LL 30 .0 PSF R E F R 9 9 2 II STIIUIF. SBO O'ONOF,0 OR „ SU"I tDO. NAOISON, YI 67719). FOR SAFETY PRACTICES PRIOR 10 <L,O 'a O O W PMORNING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED .`�� ��'`" W. y TC DL 15 .0 PSF DATE 03/19/98 Q O SIRUCIURAI PAN(LS. IOIIOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CIELING. Z 9A c D C D L PSF F "IHPORIANT'• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DRW COT 12 Q ZALPINE O PROOOCIS, INC. SNAIL NOT BE RESPONSIBII f0R ANY OEVIATION FROM IRIS DISIGN; ANY FAILURE 10 V Cas`�'J � D C L L D . D P 5 F BU TIO INE IR US IN IN CONF OR MA NCI YI IM IP 1: OR fABRICAI ING• HANDLING• SH IPPINO• INS TALLAIION OR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABL( PROYISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY INE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE * T 0 T. L D. 5 0. 0 P S F S E n N - 25458 CONN[C'OR AN[ MAD[ OF EOGA ASIN A660 GROI GAMY. SIT(L. (ICEPI AS NOTE0. APPLY CONNECTORS 10 J}' CT�IL I� �j ONAYINGSEIIO. IISOSAMDN160NA[fs OAN((NCIN[[RRWISE CSISF AI ED ON HIHI SIS EORAMIMO APPLIES SIGN. POSITION CONI ONLY IOq THE- PER SIGN if CF C ALO ��� D U R .FAC . 1 . 15 F R 011 P D C •---' `---+ OF INE TRUSS 0[P ICI10 N(RE AND SIIAIL NOT B[ R(ll[D UPON IN ANY 0111[0. VAT. SPACING U z H N H W W Z 0.H J Q U) Jab: DETAIL-92�ALTERNATE BRACING NOTE: SEE DRAWING DRININAL FOR LUMBER. PLATES. AND OTHER DATA NOT SHOWN HERE. iTRUSSES REQUIRE EXTREME CARE IN HANDLING. ERECTION AND •BRACING. REFER TO TPI HIB -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. CD103 (A) IX4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY EAECTION CONTRACTOR. MANY OF THE BELOW MENTIONED 8RAING TYPES MAY BE SUBSTITUTEON 2X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 1X4 'L" BRACE. SAME.GRADE AS'WEB MEMBER. ATTACH WITH 16d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE.SUPPLIED BY ERECTION CONTRACTOR. SEE ORIGINAL OESIGN FOR PRDPER OEMENSIONS m _ m cn ALPINE - Rev SGALE 0 5 '' o c3 0 0 0 o M*IMPORTANTIINALPINE EIGIIEEMO P4Joucrs. [Ik. WARNING'"Ns PEa011E tzlW.Nt ue[ pQ4` yl( TC LL 30.0 PSF REF 8992--42293 0 0 0 o %WLL 401 of PESPOIXIB1E FOR Alli 11 uAwl•G. Eatcrlau IWO t7 c__) o O OITIA1701 FR7N 11110 OESII:I7 Oft THESE &14XIFICATIDIS. W AIM CIPACI•N. SCE HIO -91 Of Ipl. SEE THIS DESt9a �``� y y TC DL MO PSF DATE 06/213/93 0 FAILM 10 BUILD THE TPOSS ITT WIraMCIM MI FII 09100 BFal' A7I ! FPI. Fal' SPECIAL FER1101111 GR[ C=3 0 o pPlls cYAEctam APE roof or ax& wLv. STEEL HEYTIW ASIX 7I01PEAEINS. 7OLEIS orr4MISE [talch EQ. Top,�C DL 5-0 PSF ORW CD103 0 C= C=341 45 CAI E/CEPI AS NOTED. ArFI C COIAECTORS TO EACO FAM aE Do= SIOLL BE LATERALLI GOICED MIFH PPCPCO F • NO, Q138�5 A�pIN p lftS AtO 0011ECIVES FIA Ef4MAI 7 tA4CSS OIIEM/SE 1oc41E0 tr7 iN1S 0[SIGK "SIT►a7 AIFACTED PRY90C0 SIEATHH;. ao1F0H CHORD 63091 * BC LL 0.0 PSF —ENG FM r AE/ J1 I 3 1551 C INA -F. O[Slrll ST0DAPOS Witt PPOPMI WAD" RISIO CEILI7A -- GCE TRUSS cal►[r+" AfAPrQ1CAaLE raovlslaa or WS S -WI- "I ta111E[P'S ALPINE FECRITCAL AVQAT1 Crflfall FCR PPCFCA f CIYI< E! TOT.LD. 50.0 PSF . C O O O At 01I TAND WlLL IA EIPELIED UPONlit jUlt �MOIIMP OTIEATHE MUSSCJFA! OES[DI TO TOSS tJIERIDD LMTMCr Cy IOPIMIS l�tf ore I OUR.FAri . . A --IPI • IRJSS FL4111 INST1TOIL IDS . 1901 IIATIaIU.L OE71W7 SPECIr ICUtca rD110700 curits161taN __ __ SPACING 24.0" RUSS-RRACING/BLOCKING DETAIL TIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUSS_ BRACING/EILOCKING DETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE TRUSSES. AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) 2X4 13 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (H) HEIGHT OF TRUSS AT SUPPORT. 2w �,- TRUSS (A (D) V '—'VERTICAL WEB 14 (BB) ING SECTION S -S (0) 2X4 H. F. 13 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 (T) - TRUSSES 0. C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SIIOWN. BRACE HAY BE LOCATED ON EITHER FACE OF VERTICAL. (P) SHEATHING APPLIED TO TOP CHORD. (L) LOADS AS INDICATED ON TRUSS DESIGN. (N) IF TRUSS HEIGHT AT SU°PORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. 19 a APPROX. 45' (BB) BLOCKING TO BOTTOM arm OVER SUPPORT. II.F. 13 OR BETTER 2X SIZE OF BOTTOM CHORD. PLT TYP. Wave TPI -95 Desi gn Criteria: TPI -95 STD 18.2c3 O O O O *;WARNING..IIIIIIII CARE It HANDLING. . Q Q REFIA 10[Nll`IIIAI /ACI (HANDLING INSIAIIIIGBRIFATIOR. AID BRACING) PUBLI$ [D BYNG. IPIINSIALIING [IRUSS PLAT[ IRSTIIUIt, tel 0'""to DR.. SUITE 100. MADISON. NI 11)19). FOR SAFETY PRACIIC(S PRIOR TO 1IRF ORMING IX[S[ fUIC1101 S. ttESSIO OQ�(JC TC LL REF R427 Ull(SS OIHERWISI IRDICATIO. 10► CHORD SHAH NAVC PROPERLY ATTACHED STAUCIUAAl ►ARILS. BOTTOM Ry y�Fyc T C DL DATE 1/12/94 O O CHORD SNAIL HAVE A ►RO►(RLY ATTACHED RIGID CIELING. •• -•1MPORTAN(FORRISN A COPY OF THIS DESIGN 10 INC INSTALLATION CONTRACTOR. BC D L ( L ) TTT/IODUCTS. O�TR ALPINE ENGINEERED INC. SMAII ►01 B( Rts►ONSIBI[ FOR ANY DEVIATION FROM [NIS DESIGN: ANY . FAILURE 10ILY11(�Vllt.�i" B[RDS S[1IA CONFOAMAICE NIIN 111: OA FABRICATING. MANGLING. y L L SNIPPING. 14SIALLATIOX OR IAACTIG Of IROSSI$.TNI$ DESIGN CONFORMS NIIN A►►LICABI[ PROVISIONS OF IDS (NATIONAL DESIGNSPECIFICATION S j T�� ►UBLISH(0 IT IH[ AMERICAN FOArSI AID ►APER ASSOCIATION) ANO T►1. Al►INE COII MAD( Of IOGAASIM ACSI GIIF GAIT. STEEL. [IC[►1 AS Rollo. APPLY CONNECTORS 10CIV,c TOT . LD . DRW 3,048.634 VQ ACNCCIONSARE OAAYIAGStIl0.11SOSAIDN1tORA`Ft OANC(NGIAC[I`SISIS ��.�rf• D U R . f AC . C A -ENG / C W C F Q CAINONNINISEORANIIGOA/►ll(SCONlYC10RIH[CD(SION Or f.��,O� F y 01 IN( 1RUSS OIPIU(O HIL( AND $MAIL NOT Of Rlll(0 UPOI IN ANY 01M(R NAY.. SPACING S E E A R 0 V E TIIIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS HFA. TRUSS PR01" ILL IV 24" D.C. FURRING `. TRUSS PROFILE BUILT-IN CRIPPLES r(REMAINS IN PLANE WITH IRIISS) I (0) TYP. �� /16 HIP WMI Fill? I -PLY 115 HIP HIFFURI -PLY (Os\\ 111 /14 HIP W[TH FLIP I -PLY SETBACK M3 HIP WITI( FUR I -PLY -SMACK N2 HIP Willi FUR [-PLY �TB?IQY33 iillcT��I 111 HIP GIRDER MAY .SDE MULTIPLEMFMOER //��rTX (B) PURLINS SPACED a 24'D.C. TYP. \\ PERMANENT DIAGONAL BRACING (CUNTINUOUS 2X4) v API'LIED TO TUPSIDE OF FLAT TDP (0) CRIPPLES SPACED 24' O.C. IYP. CHORD DY ERECTION CONIRACIOR (0) FURRING 6 FLAT TC (SEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN • NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRIIERIA NOT SHOWN HERE 11 HIP I MAY DE I JACK RAFTER RIGID CONNECTION DETAIL SIMPSON 113 TIE SEE SIMPSON CATALOG C-PI95-1 FUR NAILING SPEC IFICAT1014S. JACK RAFTER 0 WITH 4()" O.C. FURRING .. BUILT-IN CRIPPLES (REMAINS 1N PLANE --i C) WITH 1P.USS) I 0D <IG HIP (HURD EXTENSIDN I -PLY 15 HIP WITH FUR. [-PLY ��#4 Illp PEXTENSION IPLY 133 HIP IP Wllll FUR I -PLY /12 HIP CIIUPO EXTENSION I -PLY (B) L `-D #1 IIIP GIRDER MAY i�z / DE MULTIPLEMEMBER (B) PURLINS SPACED a 24'0.C. TYP. \\ PERMANENT DIAGONAL BRACING (CONTINUOUS 2X4) V APPLIED 10 TOPSIDE OF FLAT TOP (I)) CRIPPLES SPACED 4B' U.C. TYP. CHDP.D BY ERECTION CIINTRACTOP. (U) FUP.PING 6 FLAT TC (SEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN. « NOIE: SEE ORIGINAL DESIGN FUR LUMBER, PLATING AND OTHER. CRITERIA NDT SHOWN HERE. PERNANENT BRACING DETAIL - SECTION A -A START OF TOP CHORD FLAT TOP CHORD PURLINS START OF THE TOP CHORD EXTENSION (TYPICAL) (CONTINUOUS EXTENSION (SLOPING TD FLAT) / Y (SLOPING TO FLAT) 11 HIP, REFER. TO ORIGINAL DRAWING FOR MURE INF0RMATIb • SE 1 DACI I� \ POUF SHEATHING JACK RAFTER L PEP.MANENI UTAGUNALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS AND AT APPPUXIMAIULY 20' INTERNALS OR LESS 711EREAFIER AND AT END BAY. (I)I NLI(E: PEPMANCNT DIAGONAL BRACING NAILED TU UNDERSIDE OF FLAT TOP CHORD PREVENTS LAIERAL MUVEMENT OF TUI' CHORD. (IF PLYWOOD SHEATHING IS PRESENT ON ENO`JACKS, AND JACKS AVE PRTIPFRLY AITACIIFD (SEE DETAIL) 10 11 IIIP, THEN OIAGUNAL BRACING IS NOT NECESSARY AT 11 HIP, IIUWEVER, PLACEMENT a 20' INTERVALS IS -STILL P.EUIIIREU. ) r(- I I Tr.— AL!"114C I I 0 0 0 0 0 0 *MIMPORTANTif!("LPIHE ENCINEEnED PRODUCTS. INC. WARNING'RUSSES 1EGUIlE ExInEHE CAPE Q�Qf`�S10 TC LL * PSF SHALL IDT BE RESPONSIBLE iIIR ANY IN HANDLING, ETECTION AND (LC tY O O O O DEVIATION FROM THIS DESIGN OR HESE SPECIFICATIONS. OR ANY SPACING. SEE 1110-91 BY IPI. SEE THIS DESIGN �{V�' ��*� W C E^ TC DL « PSF O O O O FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` O O O O ALPINE CONNECTORS ARE MADE Of 20GA QALY. STEEL MEETING ASIN GUIREMENIS. UNLESS OTHERWISE INDICATED, IOP V i0 ^. 8C DL r PSF p p p p AAA6 GN B EXCEPT A6 NOTED. APPLY CONNECTORS 10 EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER f�'1 - C= ALPINE O TRUSS AND UNLESS OTHERWISE LOCATED oil THIS OESIGHL POS(TIOI LY ATTACHED PLYW000 SHEATHING. BOIION CHOPS r 70 BC LL " PSF 0 p COINNECIOR9 PER ORANINGS 170, ISO C IBOA-F. OESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEMING -- SFE * TOT.LD. +► PSF C=3 O CONIIO M N/APPLICABLE PROVISI DNS OF HIS C IPI. AN ENOIIEER'S ALPINE TECHNICAL U'OATE 17/1/911 IOn PnoMR C=:) TRUSS o II/Aw1/•Tills AID 6GRAWING I lL NOIR EIES TO RELI(D11 ClOWOININ N/101�1[RCTED NAY HERE DRYWALDESICNLIOP HIE1011. TRUSSErcicrluN cw�nAcllwP Y OF lNls OUR. FAC. 0 17 0 0 1=1 __ r� TPI - IIANSS IYAII Nr,111P1E. III!;- If19J NAIIDUAI UISIGNi sHgi.IFli.AllU11 TOP NDUo connimicl loll �Of clSPACING P8C C CC•C■■■CME C �.. CC►_:g \ POUF SHEATHING JACK RAFTER L PEP.MANENI UTAGUNALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS AND AT APPPUXIMAIULY 20' INTERNALS OR LESS 711EREAFIER AND AT END BAY. (I)I NLI(E: PEPMANCNT DIAGONAL BRACING NAILED TU UNDERSIDE OF FLAT TOP CHORD PREVENTS LAIERAL MUVEMENT OF TUI' CHORD. (IF PLYWOOD SHEATHING IS PRESENT ON ENO`JACKS, AND JACKS AVE PRTIPFRLY AITACIIFD (SEE DETAIL) 10 11 IIIP, THEN OIAGUNAL BRACING IS NOT NECESSARY AT 11 HIP, IIUWEVER, PLACEMENT a 20' INTERVALS IS -STILL P.EUIIIREU. ) r(- I I Tr.— AL!"114C I I 0 0 0 0 0 0 *MIMPORTANTif!("LPIHE ENCINEEnED PRODUCTS. INC. WARNING'RUSSES 1EGUIlE ExInEHE CAPE Q�Qf`�S10 TC LL * PSF SHALL IDT BE RESPONSIBLE iIIR ANY IN HANDLING, ETECTION AND (LC tY O O O O DEVIATION FROM THIS DESIGN OR HESE SPECIFICATIONS. OR ANY SPACING. SEE 1110-91 BY IPI. SEE THIS DESIGN �{V�' ��*� W C E^ TC DL « PSF O O O O FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` O O O O ALPINE CONNECTORS ARE MADE Of 20GA QALY. STEEL MEETING ASIN GUIREMENIS. UNLESS OTHERWISE INDICATED, IOP V i0 ^. 8C DL r PSF p p p p AAA6 GN B EXCEPT A6 NOTED. APPLY CONNECTORS 10 EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER f�'1 - C= ALPINE O TRUSS AND UNLESS OTHERWISE LOCATED oil THIS OESIGHL POS(TIOI LY ATTACHED PLYW000 SHEATHING. BOIION CHOPS r 70 BC LL " PSF 0 p COINNECIOR9 PER ORANINGS 170, ISO C IBOA-F. OESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEMING -- SFE * TOT.LD. +► PSF C=3 O CONIIO M N/APPLICABLE PROVISI DNS OF HIS C IPI. AN ENOIIEER'S ALPINE TECHNICAL U'OATE 17/1/911 IOn PnoMR C=:) TRUSS o II/Aw1/•Tills AID 6GRAWING I lL NOIR EIES TO RELI(D11 ClOWOININ N/101�1[RCTED NAY HERE DRYWALDESICNLIOP HIE1011. TRUSSErcicrluN cw�nAcllwP Y OF lNls OUR. FAC. 0 17 0 0 1=1 __ r� TPI - IIANSS IYAII Nr,111P1E. III!;- If19J NAIIDUAI UISIGNi sHgi.IFli.AllU11 TOP NDUo connimicl loll �Of clSPACING P8C Detail for fabrication of bottom chord filler Lo be used to produce a flat bottom chord of variable length. Refer to appropriate deslgn for lumber, plates, and other data not shown here. (A) 1X4 continuous lateral bracing @ 6'-0" U.C. (max.). I Attach w1Lh 2-8d nalls. Furnlsh copy of this (Irawlug to. erection contractor so he will know of Lllls requirement.'`' �F) (A) IN 3X9 2x4 112 Fir -Larch 2X4 \V 8-7-0 MAX. OPEN PANEL 2X4 length as regulred Truss PLATE TYPE AI Pl1IF FURNIS1I A COPY OF MIS DESIGN TO ERECTION CONTIIACTOII IMPORTANT: ALPINE ENG01f:EI1E111'l1UDI1CI S, INC, WARNING: musses IlEoutRE EXTREME CARE IN IIANDLING.ERECIIOIJ AN DESIGN CRIT, — OCC _UEF: 5736 R427O SIIAII NO] UE nESPUNS1DlE FUII ANY UEVIMION 1IIUM 111ESE S"ECIFICA110NS On ANY DEVIAIIONfIIOM IMS DEN1014011 ANY fAIIUIiE BRACING. SEE -DWI-16- (DNACIIJG WOOD TRUSSES: COMMENTARY AND IIECOMMEN• t �jESS TC LL: PSF DATE: 7/19/88 10 BUILD 111E MUSS BJ CONFOIIMANCE WI111 111E "OUAIIIYCONInoLMANUAL-nY1J'I DA110IJS—•1 PI). SEE 11115 RESIGN FOR ADD$• Q� �1 ' At PINE CONNECIO+IS AIIE MA FROAI 20 GAUGE GA1 VANIMI, SIEEI TIONAL SPECIAL PERMANENT BIIACINU ly� i TC DL: PSF �j}�(Sj`_ CD106� UIJI ESS OIIILIIWISE SIIOWII, MEETING REOI1111EMENIS Of ASTM A446 REOUIIIEMENIS. UNLESS 0111ERWISE SIIOWII. TOP CIIOnD SRAI.L BE LATERALLY 011ACEO ` �! 8C DL: PSF ENG: FP1 GnAnE A. APPLY CONNECIUIIS 101/41111 FACES At EAC11 JOINT AND LOCATE AS SHOWN. OEARIIIG WIUIIIS AIIE J- NOMINAL WITH PROPERLY ATTACIIED PLYWOOD SIIEA- IIIING• Bo1TOM CIIOno WAIT IIIo10 CEItI1JU h W o� 1� V Iio.fJL S 5.0 roT. LD: (... r✓'Y9 TRUSS WITIIAPPUNLESS OICABLEPROVISONSOFENDS,86AND1PI- 'UDS -60. OROn DESIGN. USE TITS DESIONCWITIIDFIf1EFIEfAnDART 1REAL ED LUMBER. * ell JN DOR. FAC: PSF % U.C. �I�LEN: VARIES PITCH: VARIES SPACING 24.0" TYPE: DUTAI.L •tri 11111551hAlf INSIli111[:NOS NAnDNALDISIGNSI•(CIfICAf10NF(IIIWUUD-CONSIRUCTION. (W�LHAR-WELCHEL / HARLIN 6/12 - T-1 HIP (6' TOP CHURD 2x4 DF -L #1 :T2 2x4 DF -L #IABet.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. a.IUSE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0" OC. cn EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH � 2x4 LATERAL BRACING TO FLAT TC 0 24.00" OC WITH 2-16d NAILS o AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. CD110. z SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC. W3X80 W3X8= Cn H v ::=3 A O a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X8 w W3X4,!m HS2512 W1.5X410 W3X4= w W3XB(81) ® W3X8(B1) w ' z z w z L'2-0-0,.1 L.2-o-oal Col.. 1 6-0-7 1 11-3-1 5-8-8 _1 123-0-0 er 2 Su Ovpports - R-1635 W-3.5" R-1633 W-3.5" cam, L.C) , Ln N PLT TYP. High Stren th Wave TPI -95\R Design Criterla:-TPI Sl WARRI`• kGTRUSSES 1EOUIRE EITAEHE CAME 33 FABRICATION, HANDLING. SNIPPING, INSTALLING AND CT BRACING. WIN TO 018.91 (IUNDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE CT - INSTITUTE. $92 D'OYOFRIO OR., SUITE 300, MADISON, MI S5119), FOR SAFEIY PRACTICES 99104 TO C77 11:FORMINO THESE ►ORCTIORS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL NATE A PROPERLY ATTACHED RIGID CEILING. ^' •IMPORTANT- FURNISS A COPY OF TRIS OESIGO TO THE INSTALLAT IOM CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNAIL NOT BE 9ESPOYSIBLE FOR ANY OEYIATIOA FRD THIS OESIGRI ART FAILURE i0 BUILD THE TRUSSES 11 CONFORMANCE WITH TPI. 04 FABRICATING, HANDLING. SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN fsi SPECIFICATION PBNLISHEO BY THE AMERICAN FOREST AND PAPC4 ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HARE Of 30GA ASTM A66S 6140 GALH. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO lA'N FACE OF TROS$. AND UNLESS OTHIAWISE LOCATED OB THIS DESIGN, POSITION CORRECTORS PER DRANIkGS 160 A•3. THE SEAL 01 THIS DRANIRG INDICATES ACCEPTANCE OF PROFESSIONAL ESGIBEER190 ���� R[SPDMSIBILITY SOLELY F01 THE TRUSS COMPONENT DESIGN SHOWA. THE SUITABILITY AND USE Of T1113 $/aammtO,CA 9SBt8 COMPOMIWr FOR AIT PARTICULAR BUILDING IS THE RESPONSIBILITY 0► THE BUILDING DESl4tt1, PER AlphwA%SIfTPI 1-1995 SECTION 3. (s) -8-0-0 T2 Q� �ptD W. 'G3 TC 1Y PDL qges� Mar 05 '93 BC Up�0 SIA w W3X4,!m HS2512 W1.5X410 W3X4= w W3XB(81) ® W3X8(B1) w ' z z w z L'2-0-0,.1 L.2-o-oal Col.. 1 6-0-7 1 11-3-1 5-8-8 _1 123-0-0 er 2 Su Ovpports - R-1635 W-3.5" R-1633 W-3.5" cam, L.C) , Ln N PLT TYP. High Stren th Wave TPI -95\R Design Criterla:-TPI Sl WARRI`• kGTRUSSES 1EOUIRE EITAEHE CAME 33 FABRICATION, HANDLING. SNIPPING, INSTALLING AND CT BRACING. WIN TO 018.91 (IUNDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE CT - INSTITUTE. $92 D'OYOFRIO OR., SUITE 300, MADISON, MI S5119), FOR SAFEIY PRACTICES 99104 TO C77 11:FORMINO THESE ►ORCTIORS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL NATE A PROPERLY ATTACHED RIGID CEILING. ^' •IMPORTANT- FURNISS A COPY OF TRIS OESIGO TO THE INSTALLAT IOM CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNAIL NOT BE 9ESPOYSIBLE FOR ANY OEYIATIOA FRD THIS OESIGRI ART FAILURE i0 BUILD THE TRUSSES 11 CONFORMANCE WITH TPI. 04 FABRICATING, HANDLING. SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN fsi SPECIFICATION PBNLISHEO BY THE AMERICAN FOREST AND PAPC4 ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HARE Of 30GA ASTM A66S 6140 GALH. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO lA'N FACE OF TROS$. AND UNLESS OTHIAWISE LOCATED OB THIS DESIGN, POSITION CORRECTORS PER DRANIkGS 160 A•3. THE SEAL 01 THIS DRANIRG INDICATES ACCEPTANCE OF PROFESSIONAL ESGIBEER190 ���� R[SPDMSIBILITY SOLELY F01 THE TRUSS COMPONENT DESIGN SHOWA. THE SUITABILITY AND USE Of T1113 $/aammtO,CA 9SBt8 COMPOMIWr FOR AIT PARTICULAR BUILDING IS THE RESPONSIBILITY 0► THE BUILDING DESl4tt1, PER AlphwA%SIfTPI 1-1995 SECTION 3. (s) -8-0-0 Scale—.25"/Ft. EF Q� �ptD W. 'G3 TC 1Y PDL qges� Mar 05 '93 BC Up�0 SIA No 5 005 gC LL 0.0 E 0 TO L.D. 33.0 PSF DUR.FAC. 1.25 CIVIL- SPACING 24.0N ecru► Scale—.25"/Ft. EF 8427--98908 D T 03/05/99 CAUS 4 7 9061002 E 0 FRO : E D• C--�- f3; co CD c-� 0 z CT 772 C7)- 2 a Q ARELHAR-WELCHEL / HARLIN 6/12 - T-2 TOP CHORD 20 DF -L j1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard 10 PSF BC LIVE LOAD PER UBC. W4X4 e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a UINENSIUNS) 3UHMIIItU UT IMUSJ nrM. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & SC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2X6(A1) to W2X6(A1) m (E� L-2-0-OiJ 1_ 11-6-0 _I_ 11-6-0 _I 23=0=0 -Over 2 Supports-.' Q R-753 W-3.5• - R-877 W-3.5'��� � co PLT TYP. Wave TPI=95 R Oes1 n Criteria: TPI STD CA - i .25' Ft. '•WARNING•• TRUSSES REQUIRE EXTREME CARE It FABRICATION. BARDLING. SNIPPING. INSTALLING ANO BRACING. REFER TO NIB -91 (HANDLING INSTALLING AND BRACING). PUBLISNIO BY TPI (TRUSS PLATE INSTITUTE. IBS O'OHOFR IO ON.. SUITE ZOO. MADISON. NI WID). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SBALL RATE PROPERLY ATTACHED Q VV TC LL - 1 6- PSF TC DL 10.0 P So .TE 4 2 --98909 O 405 / 9 9 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACUED ARID CEILING. **IMPORTANT-- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED CCC777 Mar 05 9 BC DL 7.0 PSF D C OSR42 59064003 ALPINE PRODUCTS. INC. SMALL NOT BE BE SODNS IBLE FDA All DEVIATION FROM THIS DESIGN: ANT FAILURE TO BUILD TIE TRUSSES IN CONFORMANCE VITO TPI; OR FAIRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN No. 6' B C L L 0.0 PSF CA -ENG A E B /GW H D TPI. CONNICTDRSI ARE MADE OF ZOGATASTMMA65S GRrFORGALV. STEEL. EECEPTIASINO ED.APPLY TO TOT . L O . 33.0 PSF SE ON - 110137 EACH (ACE OF TRUSS. AND UNLESS OTUERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PEN ' DUR ,FAC . 1.25 FROM D EA AIpbw r,,,,;_ecm� �� � CA 9SS28 CRAVINGS 160 A•1. TRE SEAL ON THIS 0010,111116 11101CATES ACCEPTANCE OF PROFESSIONAL INGIAZERINO RESPONSIBILITY SOLELY FOR TIE TRUSS COMPONENT DESIGN SHOWN. TIE SUITABILITY AND BSE OF THIS ANSIfTPITI►O"A ANY " SECTIONClIAq BUILDING 13 THE RESPONSIBILITY Of 761 BUILDING DESIGNER. PER Q? C1M� �Qp SPACING - 24.0" I •i Y I (R -R-NLLLnLL I nAnLJn 0114 - 1 -LA L.VMJI N -CAI IL TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4.OF-L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE.7.3.3. 12X6 In 1J UMU rNtrAMtu rKUR LunrultM. Inrui (LUA" D IFIMLNJIUI(b) bUUnl 11tU IIT IMU» NrM. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC & BC ® 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. �-2 -8- 1--i +8-0-0 FE3 L 14-6-0 1 8-6-0 I / , y f c 3 -0 -0 -Over -2 -Supports �//� �(d R-759 W-3.5' � R-759 W-3.5' 04� ®lA)� 9�� A� r PLT TYP. Wave TPI -9.5 R Design Crlteria: TPI STD CA - 1 -#191- Sca 5" Ft. --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. AEFEA TO HIS -91 (NARDLINR INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE �L�p w P F R4 2 ' 98910 INST ITDTE. 167 O'ONOFRIO DR.. SUITE 200. MADISON. III S3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING TN(SE FUNCTIONS. ORLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED h TC DL 10.0 PSF DAT 03/,05/99- STRUCTURAL PANEL t. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. GGGTTT M8 r 05 9 --IMPORTANT— FURNISH A COPT Of THIS DESIGN TO TNI INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF DRW CAUSR127 990G400� PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIBNI ANY FAILURE TO ' ALPINE G BUILD THE TROSSES IN CONFORMARCI WITH TPI. OR FABRICATING. NANDLIRG. SNIPPING. INSTALLING AND No OB B C L L 0.0 PSF F CA E N G AE B BRACINOF TRUSSES. THIS 011161 CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESI91 z / GWH CONNECTONSIARE PUN EOQAHEC By TAS7N A6S3 GRAOHE AMERICAN AGALV. STEELCST AND .AEXCEPTIASI NOTED. ON) AND TAPPLYACPONXEC70RS TO * TOT . LD. 3 3 . 0 PSF SE ON - 1 1 0 1 9 1 EACH PACE OINE T TRUSS. AND UNLESS OTHERWISE LOCATED 01 7111S DESIGN. POS17101 CONNECTORS PER rr,,,,,,,,,,��..�� D WIH6S 160 A•1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CNI1. D UR .FAC . 1.25 FROM E . D a��" '�"'� �' '' AISIO IOILITT SOLELY FOR :9011" OR A%,PARTICULAR ETRUSS BUILDING IS THE TRESPONSIBILIrf OF TITHE IE BUILDING DESIGNER. PE0. D USE OF THIS �" 9aQ6°�g0A9 $ AN"I", I•IRBS S[CTION 2. OF SPACING 24.0 (WELHAR-WELCHEL / HARLIN 6/12 - T-28 COMN W -EXT TC TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. rn - 0 Cr W5X8 0 W1.5X4 $ 6 1'— W3X4 0 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & SC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 W W1.5X4 W W1.5X4 W 6 r— -1 6 W2.5X4 a W1. SX4 ill W1.5X4 W 1 11' W2.5X4 ( 1) la W2.5X4 W3X4 n W2. SX4 Es W2.5X4 2X4(A1) (c2-0 0J 12-4-7 10-7-9 t 23-0'0 Over 2'Supports J I R-685 W3.5' R-833 W 3.5' IF..8-0-0 1�jj� 4 ®0 `, �p lS7clIe 25° Ft. TC LL - p 0 F �` 0427--31742 TC OL 10.0 D T 4/05/99 BC OL 7.0 PSF DRW GN; SR427 99095004 BC LL 0.0 PSF CA -ENG AER/GWH * TOT.LD. 33.0 PSF SEON - 118673 DUR.FAC. 1.25 FROM E.D SPACING 24.0° Desicin Criteria: 7P1 s1u PLT 7YP. Al ine.Wave TPI -95 -MARKING** TRUSSES REQUIRE EXTREME CARE 11 FAORICATIOM, HANDLING. SHIPPING. INSTALLIAG AYD PRIOR TO RIFER TO MLB-91 (IANDLIM6 IISTALLIRO ARD BRACING). PUBLIS"lO RY TP[ (TRUSS PLATEwT[TYTE,. -� ^1� X07 D'ONOFNIO OR .. SU1TF 200. MOI MADISON.YI f7719). FOR SAFETY PRACTICES ATTACKED /[A/0NW118 THESE fWICTJONi. YAIESS OTHERWISE INDICATED. TOP CHORD SMALL YA1! PROPERLY CEILING. Apr 05 STRUCTURAL PANELS. BOTTOM CROAD SHALL "AVE A PROPERLY ATTACHED RIGID CONTRACTOR. ALP112 ENGINEERED ••IIIPORIANT•• FURNISH A COPY OF THIS 015161 TO THE INSTALLATION ANY DEVIATION FRO" TITS D[SNGM; ANY /A110A[ TO �0. 8 0 F[ODUCIS. INC. SMALL NOT IE BESPONS10LE FOR RUILD THE TRUSSES IN CONFORMANCE MIT$ 7PI: UA FABRICATING. HANDLING, SHIPPING, INSTALLING AND OF NDS (1ALPINE OLSI611 ALPINE BRACIFIC�IO UPUDIIitllDTDYSTHEDESIGN AME ICANFORMS FOREfTTAND PAPER ASSOCIATION) S APPLICAOLC SAND TPI• TO COAMECTORL AA! NAB[ Of LOCA ASTM AbfS 'NO 'ALV. STEEL. INCEPT AS NOTED. APPLY CURVE Cross CONNECTORS PER [ALB FACE OF TRUSS. AND UNLESS OTHERWISE IOCATEO UN TNIS OESIGA. POSITION WAVING$ 160 A•I. THE SIAL OW TRIS DRAM[NC INDICAIES ACCEPTANCE OF PROFESSIONAL INSIREERIN6 OF TRIS C�� .OF •�, _ __ _� , M'I SRyCL[IOm�[OO.a RESYONSIB[LITT fOL[LY fOl THE TRUSS COMPONENT OES[OR BILIT THE SUITABILITY AND USE COKPONEIT FON ART PARTICULAR 091LDIA' IS THE RESPONSIBILITY OF THE BUILDING 11ESI6N[l, PER ANSJJTPI )-If OS SICTTON 2. IF..8-0-0 1�jj� 4 ®0 `, �p lS7clIe 25° Ft. TC LL - p 0 F �` 0427--31742 TC OL 10.0 D T 4/05/99 BC OL 7.0 PSF DRW GN; SR427 99095004 BC LL 0.0 PSF CA -ENG AER/GWH * TOT.LD. 33.0 PSF SEON - 118673 DUR.FAC. 1.25 FROM E.D SPACING 24.0° P -WELCHEL I HARLIN 6112 - T-3 GUMN L-1'SIUH+LXI K. +MVAC TOP CHORD 2x4 OF -L #1 BOT CHORD 2X4 DF -L #1 WEBS 2x4 OF -L Standard :Lt Slider 2x4 OF -L .Standard: BLOCK LENGTH o 1.679' �IPLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. TRUSS SUPPORTS 240# MECH UNIT: SUPPORTED BY TC AT 12-6-0; UNIT WIDTH 02-04-00; SUPPORTED BY 3 TRUSSES. Of 0# 0-8-1 W5X8 6 LIE -T- o -10-3 0-10-3 Tren ev TOnee urD Inij uwu rncrnncu —r. ..vnr....... .... ... I�......� .. ........-. _.. _� ___..-..__ ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC @ 72.00` OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 4 L?-) Vp%%.1w m +8-0-0 L---3 -0 - O --'j 13-0-0 12-0-0 2.5_-0-0.O.ver 2.Supports _ Y R-1055 M-3.5' R"88� 3.5"r� ° PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA - 1 - -.,t-5 Ft. WARNIHQ•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND RIACING. ltf(R TO NIB -9t (HANDLING INSTALLING AUG BRACING), PUBLISHED BY TPI (TRUSS PLATE W& TC L L 1 6 . 0 P S �' REF Fl - - 99010 INSTITUTE. SOS O'OIOFI(0 DR., SUITE X00. RADISOM, WI 5))19). FOR SAFETY PRACTICES PRIOR TO 0.0 PSF t ., "'-11 D4�YE,05 PERFORMIIG TRESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 1 /99 STRUCTURAL PANELS. BOTTOM CHORD SMALL RAT( A PROPERLY ATTACHED 11610 CEILING. ••IMPORTANT-• FORDISO A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Mar 05 99 BC DL 7.0 PSF DRW R427 99064001 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ►OR ANY DEVIATION FROM THIS DESIGN; All FAILURE TO Nm 5 5 BUILD TSE TRUSIES in Col (MANCE WIN TPR DA FABRICATING, NANOLING. SHIPPING, INSTALLING An BC LL 0.0 PSF CA -ENG AE B / GWH A L P I N E BRACING Of TRUSSES. THIS DESIGN CONFORMS NI TR APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION POSLISBEO 81 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TF1. ALPIN[ PSF SE O N - 111316 CONNECTORS ARE MADE OF TOGA ASTM A6S7 6140 QALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO IN TOT. L D . 33.0 EACH FACE OF TRUSS. LED UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PER DRANINGS 160 A•I. THE SEAL OR THIS ONLAYING INDICATES ACCEPTANCE of PROFESSIONAL ENGINEERING �. CNV11. P OUR. FAC . 1.25 FROM E.0 �P� �En.D Z�.� hg*B•�' RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ARD USE OF TITS COMPONENT FOR ANT PARTICULAR BUILDING IS THE RESPONS(B IL ITT OF THE BUIIDIMG DESICRER, INR OF SPACING 24.00 ANSI MI 1-1995 SECTION 2. ;kUr L.rIA1(- VFt LLIltL / 11AKL114 0/1L - 1-4 LL71- r1 TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard :Lt Slider 2x4 DF -L Standard: BLOCK LENGTH = 1.605' PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W5X4= Isla in,u rnrrin[u -u„ ........-„.. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC.' �-q 0 b W 3 X 4 % W3X4 0--10-3 ` J5 5(—}8-0-0 W1 .5X4 III W4X4 = W 5 X 6 = W5X4 ; T W10X10(E4) = W6X12 W2X6(A1) L3 -0-0---J 12-0-013-0-0 11-6-0 y zoo 7-0-0 zo - c I 25 0-0 Over 2Supports, 11 ® �A R=993 W=3.5" R 25 3.�i" Q�� //V p PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA 1 F Scale =.25" Ft. —WAR NING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 16 .0 PSF R E F R4`27-98913 BRACING. REFER TO III8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �p INSTITUTE, 583 D'OHOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO 7n �^^ PERFORMING 1HESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CIIURD SIIALL II AVE PROPERLY ATIACNED Q� `9 `Y TC DL 10 .0 PSF DATE 03/05/99 STRUCTURAL PANELS, 8O11ON CIIORD SHALL II AVE A PROPERLY AT IACNEU RIGID CEILING. 1 2 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Ma•r D5 '9y� : BC DL 7.0 PSF DRW CAUSR427 99064007 PRODUC1S, INC. SMALL NOT. BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HAND G. SHIPPING, INSTALLING AND No. 8 0 5 B C L L D. 0 P S F C A -ENG A E B G W H ALPINE BRACING OF 7RUSSE S. THIS 'DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL BE SIGN N 0 / SPECIFICATION PUBL ISIIED BY 7HE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECIORS ARE MADE OF 2OGA ASIM A653 GR4O GAILY. STEE1., E%CE PT AS NOTED. APPLY CONNECTORS TO * T 0 T . L D . 33 .0 PSF S E 0 N - 110245 EACH FACE OF TRUSS, AND UNLESS OTHERMISE LOCATED ON THIS 'DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•7. THE SEAL ON THIS DRAWING INDICATES ACCEP7 AN CE OF PROFESSIONAL ENG IIIEERIIIG `.1V1� \P D U R .FAC . 1 .2 5 FROM E D RESPONSIBILITY SOLELY FOR THE TRUSS COMP ONEIIT OE SIGN SIIOXN. THE SUITABILITY ANO USE OF TDIS AlpinS�acra Engineered 8u2c8Is,IIIC. COMPONENT FOR ANY PARTICULAR BUILDING IS THE flESPONSIBILITY OF 111E BUIEDIIIG BESIGIIER, PER �rFOpCAL1F0� ANSI/TPI 1 1995 SECTIOtI z. S P A C I N G 24 . 0 " M Y +c •(kELHAR-WELCHEL / HARLIN 6/12 - T-5 COMM L -1 -STUB) TOP CHORD 2x4 DF -L #1 BOT•CHORD 2x4 DF -L $1 N WEBS 2x4 DF -L Standard zz :Rt Slider 2x4 DF -L Standard: BLOCK LENGTH - 1.679' - IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, Ca C—)- C O z H v 0 ca 0 a f1. 0 w a w z c� z w, w L -a -0-0.-.J p,, L 13-0-0 �J - I 25-0-0 Over 2 Supports =, R-942 W-3.5' I W4X4 a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC B BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10.PSF BC LIVE LOAD PER UBC. N PLT TYP. Nave TPI -95 R Design Criteria: TP -I STI ..WARNING" TRUSSES REQUIRE EXTREME CARE 11 FABRICATION. HANDLING. SNIPPING. INSTALLII6 AND ~ B4ACi lfi. REF[t TO MIB -93 (HANDLING INSTALLING ARID BRACING). PU6L ISHEO RT T►1 (INUS$ PLATE CT IN&I ITOTE. SBS D•OHOfR10 DR.. SUITE 300. MADISON. W1 S1719). FOR SAFETY PRACTICES PRIOR TD CT PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IROTCATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED O,. STRUCTURAL PARELS. BOTTOM CHORD SHALL NATE A PROPERLY ATTACHED RIGID CEILIRG. "IKPORTANT•" F04ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL 207 BE RESPONSIBLE FOR ANY DIVIA7101 FROM THIS DESIGN; ANY FAILURE TO I.C7 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLIHG AND ALPINE BRACING Of TRUSSES. THIS 011168 CONFORMS WITH APPLICABLE PROVIST045 OF NDS (NATIONAL DESIGN �-. S►ECIFICATIOI ►RBLISHEO BY THE AHERICAN FOREST AND PAPER ASSOCIATION) AMD Tfl. ALPINE I CONNECTORS ARE MADE OF 206A ASTM A653 640 GALV. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TAOSS. AND UNLESS OTHERWISE LOCATED ON ]HIS DESIGN. POSITION CONI(CTORS PER DRAWINGS 160 A•3. THE SEAL 01 THIS DRAWING INDICATES ACCE►fARCE Of PROFESSIONAL ER6INEERINB Alp— En—v lor- RESPONSIBILITY SOLELY F014 THE TROSS COMPONENT DES16N SHOWN. THE SUITABILITf AND USE OF THIS SID; CA 95828 COMPONENT fOl ►1Y ►ARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OISIGMER. PER ANSI/TPI 1.1f 95 SECTION 2. W. Mar 05 '9 L<-3 - 0 - 0---J -r- 0 0-083 0-00 t 1% 8� p j --CA - I 1 - - F4 ojilei Ft. TC LL 16.0 PSF REF 7--98914 TC DL 10.0 PSF DATE 03/05/99 BC DL 7.0 PSF DRW CAUSR427 99064008 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 33.0 PSF SEQN - 110213 DUR.FAC. 1.25 FROM E.D SPACING 24.0° (dLHAR-WELCHEL / HARLIN 6/12 - T-6 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2X4 DF -L Standard zz CV -PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. -r - c�,10 PSF BC LIVE LOAD PER UBC. O THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A�AB_BRA E. 80% LENGTH OF WEB MEMBER. SAME SIZE, x SPECIES 6 GRADE OR BETTER. ATTACH WITH 10d NAILS 0 6. OC. IN LIEU OF.RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC 8 BC @ 72.00" OC. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W2. 5X4 2 A w AY.. w W-L.SX4(Al) w z z z - lcz oowl L-3 - 0 - 0-� 20-2-0 Over 2 Support R-673 W-3.5• _ R-770 W-3.5• N WH4 � PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 ~' •-WARN IN6•• TNOSSES REOOIR[ EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND cm GRACING. REFIR TO MID -91 (HANDLING INSTALLING AND BRACING), PUBLISHED Of TPI (TRUSS PLATE 07 INSTITUTE. SBS D'OSOFRIO DR.. 0ITE 200, HADISON, 111 $7119). FOR SAFETY PRACTICES PRIOR FO p) PERFORMING THESE FORCTIONS. UNLESS OINERVISE INDICATED, TOP CHORD SHALL HAVE PROPERLT AITACNED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PRO►ENLT ATTACHED RIGID CEILING. •'IMPORTANT'• FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL HOT BE RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIGN: ART FAILURE TO A L PINE BUILD Tec TRUSSES 10 COOT WITH TPI: ON FABRICATING, HANDLING, SNIPPING. INSTALLIRG AND BRACING Of TRUSSES. THIS CISIGN CONFORMS NITN APPLICABLE PROVISIONS OF NDS (NATIONAL BESIGA pr SPECIFICATION PUBL 1StlfD 01 TBE AME0.ICAM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MALE OF 2064 ASTM A:S7 GR40 GAIT. STEEL. EXCEPT N NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, 410 111 Eft OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNEROAS PER ORAY116S 16D A•1. THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE OF PRO►ESSIONAL.ERGINEERING DDC FA P!'OdUN:m,� RESPONfTDIL TTY SOLELY Fo0. TRE TRUSS COMPONENT DESIGN SNOWS. TME SUITABILITY AND USE Of THIS Alp$Bemm®� tq C�► 95ffi$ CONFORINT FOX ANY OAAIICOIAI BOIl01Y6 IS i0f R[SPONSIBILITY OF THE BUILDING DESIGNER. PER aNSIJTPI 1-1995 SECTION 2. 10-5-3 X4 iu W. Mar 05 ' T-6 --8-0-0 CA - 1 - F Sca1ek 2. ; TC LL 16.0 PSF REF R427-- 8915 TC DL 10.0 PSF DATE, 03/05/99 BC DL 7.0 PSF DRW CAUSR427 99064009 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 33.0 PSF SEON - 109861 DUR.FAC. 1.25 FROM E.D SPACING 24.0' -WELCHEL / HARLIN 6/12 - T -6A ITOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 CX WEBS 2x4 OF -L Standard 11-1M Iz: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. c`DY, 10 PSF BC LIVE LOAD PER UBC. l— 0 z V 1-3 9=1 Gl O a SM.. A W C24 W w M-1 w w c% Q L7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE. SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS 0 6" OC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC & BC 0 72.00" OC. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W2.5X4 2% W"L.SX4(A1) 93 YFA_•;pAY= W1.5X4 0 L*2-0-OSI I+rr rc 20-2-0 Over 2 Supports R-749 W-3.5' - - - - R-694 W-3.5" C77 [T Ll) Fx ALPINE Alp* Engii cuem! PIDdpCIN, I= sacarfincauk CA "029 sign Criteria: TPI "YARNING TRU3515 2EOUIRE EXTREME CARE 11 FABRICATION, HANDLINS. SHIPPING. INSTALLING AND BRACING. REFER TO UIB•91 (HANDLING INSTALLING AND BRACIRS). PUBLISHED BY TPI (TRUSS PLATE 11STITUTE. SRT D'OMOFRIO DA.. SUITE 200. MADISON. NI $3119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PAWS. BOTTOM CHORD SMALL HAVE A PROPIALV ATTACHED RIGID CEILING. •IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BL 2FSPOMSIBIL fOR ANY DEVIATION FROM THIS DESIGN: All FAILURE TO BUILD THE TRUSSES IN CONf0I1MA1tE Y.1 T►1: OR FABRICATINS. HANDLING. SHIPPING. INSTALLING AND BRACING Of TNNSSES THIS DESIGN CON►OIMS NITM APPLICABLE P40VISIONS Of IDS (NATIONAL DESIGN SPECIFICATION PIBLISNED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. WINE CONNECTORS ARE MADE OF 2GGA ASTM ANSI 6240 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CORIEC70AS PER DRAWINGS 160 A•I. THE SEAL 01 THIS DRAWING IRDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TN[ TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY ANO USE OF THIS COHPORENT FON ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1•190S SECTION 2. z Mar 05 ' 10-5-3 8-0-0 CA/- -/zJ TC LL 146)0 PSP TC DL 10.0 Q BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' VA-6e—.25'/Ft. 48421--98916 0 03/05/99 URW zm,,99064010 CA AEB/GWH SEAN - 109855 FROM E.D (WELHAR-WELCHEL / HARLIN 6/12 - T-7 TSC N -FLT TOP CHORD 2x4 OF -L #1 :T2 2x4 OF -L #I&Bet.: BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard !PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. :"IEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SA W5X6 W5X6 es I W2.5X4 ®. W3X60 I 6 r W2.SX4 0 W5X12 3 W3) U W2.5X4 g ° W5X6 a W3X6(Al) INS a rn -U PAUOOTCO luour to nano R e1NEN5TOB51 SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. C(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC 8 BC @ 72.00' OC. 10 PSF SC LIVE LOAD PER UBC. -17 W3X6(Al) - -0-0 ajoy 2-0-0 2-0-0 �6-0-0---' - r» 20-9-6 11 20-9 j 16-5-8 f — - - 16-5_8 6-3-B �;ti� ' J 43-6-0 Over -•2 Supports g R-1296 N-3.5' R-1799 W-3.5" �.e ®�� o � PLT TVP. Nave TPI -95 R Desi n Criteria: TPI STD CA cale� 25• Ft. j•'WARNING•• TAUESES I MDINE EITAEME CARE IN FABRICATION. tlA1W11,G. SNIFFING. 1051ALLING AND TC LL 16.0 PSF REF 4 2 7v -31743 7 BRACING. REFIR 70 01118-91 (HANDLING INSTALLING AND BRACING). PUOLISMID BY TPI (TRUSS PLATE OLD W. h IRsrITUTE. SB7 O'OIOFR)0 OR.. Stl11I tO0. RADISON. WI $7719). FDR SAFETY PRACTICES PRIOR TO TC DL 10.0 PSF DATE ^ 04/05/99 FERFOIMING TRE',[ FOICTIOIS. UNLESS OTBERNISI INDICATED. TOP CNOSO SNAIL HAVE PROPIALY ATTACHED STRUCTURAL FANELS. BOTTOM CHORD SNAIL NATE A PROPERLY ATTACHED 11610 CEILING. Apr 05 99 BC DL 7.0 PSF DRW CAUSRO27 99095005 ]M P O RTAYT^ FUANISR A COPT OF TRit DESIGN TO THE INSTALLATION CORTRACTOR: ALPINE L1161NIERED PRODUCTS. INC. SHALL 80T 0E RESPOISIBIE FOR ANY 0LVIATI01 FROM THIS DIST AN FAT UIE TD 68006 BC LL 0.0 PSF CA -ENG AEB/GWH BUILD THE TROSSES IN CONFORMANCE WITH TPI; OR FABRICATIO6, HAULING. SNIPPING, INSTALL 116 ANO ALPINE BAACIN9 OF YtUSSIS. THIS DESIGN CONFORNS WITH APPLICABLE PROVISIONS OF IDS (RATIONAL DESI6A SPECIFICATIOil PUBLISHED 81 THE ARtAICAR FOREST AAD PAPER ASSOCIATION) AID TPI. ALPINE •IN TOT . L D . - 33 .0 PSF SEAN - 118677 CONNECTORS ARE MADE OF 200A ASTB ASS3 6R4O GAIN, STEEL. INCEPT AS NOTED. APPLY CORNECTORS 0 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION COBNECTORS PEP ,L� DIAM1BGf 160 A•E. THE SEAL 01 THIS ORAWIN6 INDICATES ACCEPTANCE OF PAOFESSIDNAL EBGIREERf �/• CMI- P OUR .FAC . 1.25 FROM E • D p.I�. uE►ONL IB ILITY SOLELY Fol To TRUSS COHPORENT DESIEI SHONB. THE SUITABILITY AND USE Of TRiS SPACING 24.0" �p�$dCRIDQ1IQ CA 9S jjsj�ip{TlFOR ANY NSECTRTICULAR BUILDING IS THE RESPONSIBILITY OF THE 80110116 DESIGNER- PER �GALI (WELLH-WELCHEL / HARLIN 6/12 - T7A) TOP CHORD 20 DF -L X11 :T2 2x4 DF -L J16Bet.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. N CD d' Lf,> O z_ W5X 6 E_ W5X6 f -- 04 < W2.5X4 2 W3X6,o 6 r 1(A' ) W5 MO 0r: • W5X12 is 3 W3x4 az NSz6t W3x10 a W3X6(A1) s THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00" OC, BC @ 72.00" OC. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 S W3X6 -, 6 W5X4 (R) 40 3 ` W3X6aa 8-0-0 W5X6� W3X6(A1) c 2-0-0, _O-Daj L-6-0-0— 2-0-0 20-9-611-a 20-9-6 N4 I 4-3-8-1 16-5-8 aT` I 16-5-8 'T 6 - _37-8�1 , ' j 43-6-0 Over 2 Supports tJ R-1453 W-3.5' R-1642 W-3.5' �e�� Wave TPI -95 R Desi n Criteria: TPI STD 1 CA/ -/11-/-/-/F Scale -.125" Ft. -BRARNG. R n/fSES ACQUIRE ANTEING CARE IN ►A/RICARACI MAIDLINO, SMIPP116, INSTALLING AND ES TC LL 16.0 PSF REF R427--40602 BRACING. REFEN TO NI6 •91 (HANDLING INSTALLING AND BRACltl6), PUBLISHED BT TPI (TRUSS PLATE �+" I 07 INFOANTN. SBS D ONDFAIC OA., ESSSUITEOTHERWISE INDI. T TOPS3719). FOR SAFETY PRACTICES ATTAR TO PERUCTUAAL THESE FUBOTTOMS. TOP HAVE PROPERLY ATTACHED W. C, TC DL 10.0 PSF DATE 08/09/99 ^. ORLESS LLKEA PROPERTE0. EDO11 10ACE SiRUCTDRAI PANELS, BOTTOM CHORD SHALL NAPE A PROPERLY ATTACHED RIGID CEILING. pj `IMPORTANT-- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EAGINEI810 PRODUCTS. INC. SMALL NOT OE RESPONSIBLE F04 ART DEVIATION FROM THIS DESIGN: 199 BC DL 7.0 PSF DRW CAUSR427 99221004 A L P I N E ANY FAILURE TO BUILD TIE TRUSSES IN CONFORMANCE Out TPI: OR FABRICATING. HANDLING, SNIPPING, INSTALLING AID BRACING OF TRUSSES. THIS DISICN CONFORMS WITH I— BC LL 0.0 APPLICABLE PROVISIONS of NDS (NATIONAL DESIGN SPECIFICATION ►OMLISNED BY THE AMERICAN FOREST 6 PSF CA -ENG AE B / CWC AND PAPER ASSOCIATIOR) AID TPI. ALPINE CONNECTORS ARE MADE a TOGA ASTM ASS1 * * 6440 GALT. STEEL. EICEPT AS MOTEO. APPLY CONVECTORS TD EACH IAC( OF TRUSS, ANDUNLESS OTHERWISE TOT , L D . 33.0 PSF SEAN - 17229 �T����p�,,:�� LOCATED 01 THIS D(SI6M, POSIT TOR CONNECTORS PER 0" NUS 160 A-1. THE SEAL ON THIS DRAWING IMOICATES ACCEPTANCE 0► PROFESSIONAL ENGINEERING /� Hr D UR 1 5� PtoduCI9 Inc.RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TIE SUITABILITT. AMD USE OF THIS .FAC . . 2 FROM E.0 �im, .A 9SM9 CONPOM[IT ►0A Aly PARTICULAR BUILDING IS THE RESPONSIBILITY Of TIE BUILDING OESIGN(A. PER ARSI/TPI I - IPPS SECTION E. SPACING 24 , O M Nz: (WELLH-WELCHEL I HARLIN 6112 - NT -8 HIP/TSC [16' TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. W5X4 e A 0 a A . PG W2.5X4 o W3X6 6 6 r14c W2.5X4 s W3X40 W3X4 W3X4 a � THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. �(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC. BC .@ 72.00. OC. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 UI WH8 � W3X6 a 6 W \'11;? AD W3X6(A1) = L. z W3X6 o W � W6X6_� W3X6 (Al) m z 2�°e 0�a-o-o;.1 L--6-0-0 a• 16-0-0, 11-6-0 16-0-0 4-3.6 16-5-8 _16-5-8 6-3-8 R-1453 W-3.5" 43-6-0 Over. 2 Supports R-1642 W-3.5" N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 I pj QI p� �--. tT Cb '.� **MARS •MAR11N0•• TRUSSES R[ONilt EXTREME CARE 11 FABRICATION. HAIOLI16, LtlIPT(BG. INSTALLING AND BRACING. REFER TO BIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 O'ONOFAIO DR.. SUITE 200. MADISON. NI S3119), FOR SAFETY PRACTICES PRIOR TO P114161111118 THESE FUNCTIONS. ONLESS OIHERNISE INOTCATED. TOP CHORD SHALL BADE PROPERLV ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL MATE A PROPERLY ATTACRED RIGID CEILING. "*IMPORTANT-- FURNISH A COPY OF IBIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE INUINEERED PRODUCTS. INC. SHALL NOT Of RESPONSIBLE FOR CA :99 t.A - - - - r TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF �aa - ✓1, rL. W REF W42 DATE W/09/99 DRW ALPINE ANY DEVIATION FROM THIS DESIGN; ANT /ALLURE TO TRUSSES 11 CONFORMANCE WITH TPI; 04 FABRICATIR BUIlO THC G. HANDLING, SHIPPING, INSTALLING AND BRACINS OF TRUSSES. THIS DESTGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN* SPECIFICATION PUBLISHED * B C LL 0.0 PSF CAUSR427 9221005 CA -ENG A E 8 /CWC 81 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AtPIN[ COINECTONS ARE MADE OF TOGA ASTM ASS3 � � Pt9SI29 ,IC' SHcaamb,CA95828 6040 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO'Acl PER POSITION PROFESSIONAL .RAV FACE OF TRUSS, AND UNLESS 1 IRIS DR LOCATED ON THIS ACCEPTANCE ACCEPTANCE ONN. THE SU TIlOTESSIOAND ENGINEERING .RAVINGS 1LIST 80 A-2. TNF SEAL TR TN{S DRAWING DESIGN CONPOIEIT IFOR ANYLELY ran PARTICULAAEBUILDING ISUSS OTHETRESPONS181LITT OF THE BUILDING ITY OESIGAERSEPER THIS AnSIFTPI 1.1995 SECTION 2. _ TOT. L D . 33.0 PSF DUR. FAC. 1.25 SPACING 24.0° SE D N - 17231 FROM E. D t (WJELHAR-WELCHEL / HARLIN 6/12 - T-9 HIP/TSC [12' TOP CHORD 20 DF -L $1 :T1 20 DF -L #1311et.: BOT CHORD 2x4 OF -L $1 WEBS 2x4 DF -L Standard (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. SIN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO o BRACE ALL FLAT TC @ 24.00° OC & ALL BC ® 24.00' OC. rn '---;SHIM ALL SUPPORTS TO SOLID BEARING. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORI20ATAL DEFLECTION IS 0.21' DUE TO LIVE LOAD AND 0.23' DUE TO DEAD LOAD. CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 M W1.5X4 III W3X6 8 W3X6 a W3X45X14 - W3X8 W2.5X4 B 6 A) 6 W3X6 @ W5XW4X4a 4 (R) /0 T1 HS616 Be T 3 3 0-0 W3X8 �2-4-3 0 10a T JL W3X1W3X W2.5X4 s W5X6 s W3X6(A1) e 8-0-0 19-9-8 11-8-8 16-9-0 16-5-8 6-3-8 39-6-0 Over 2 Supports- , - - R-1687 W-3.5' R-1032 W-3.5' Desila Criteria: TPI S1 PLT TYP. Hi h Stren th Wave TPI -95 R �'NARMING•• TRUSSES REGUIRE EITRIME CARE IH FABRICATION, HANDLING. SNIPPING. INSTALLING AEE BRACING. ,fER INSTITUTE. 50] DOONOF0.I0 DRN/,ASYITE 200INr TALLING MADISON. NAND J 5371p). FOR SAFETY PRACTICES HED By Tel tlPRIOR TO INSTITUTE. iREiE FUNCTIONS. •URL ESS OTHERVt SE TNOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED PERFORMINGyTBUCTVRAI PANELS. BOTTOM CHORD SHALL HAVE A PROPE0.LV ATTACYED RIGID CEILING. ••IMPORTANT'•• FORVISd A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DE CATION FROM THIS OEst6E: ANY INSTFAILALLING TO BUILD ORACINGHOFTTRUSSES.N CONFORMANCE THIS DESIGN 1 CONTH FOORMS�WIT" APPLICABLE PROVISIONS SOFP ADS R(NATIONAL TDESIGN ALPINE SP[CIFICATl01 PUBLISHED BY THE AMERICAN FORE6T AND PAPER ASSOCIATION) AHD TPI. ALPINE CONNECTORS ARE NAGE OF 206, ASTM AS5] GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CORRECIDRS T EACH FACE OF TRUSS. AND UNLESS OTHERVISE LOCATED 01 THIS DESIGN. POSITTOE CONNECTORS PER c�..�....,t CRAVINGS 160 A -Z. RESPONSIBILITY SOLELY TFOR THE TRU SHE SE&L ON ICOMPONENT DESIGN S CRANING ESMOYNCCPTATHE SEITABILITT 'ESSIA!D OSE(OfETM15 Mine SB�Ized P 9� S bm AfSI/TFIT►FORRAYEPARTICILS BUILDING 1S THE RESPONSINILITY OF*TNE BUILDING DESIGNER. PER 2-0-0 -_�C,\__ r W. TC LL 16.0 PSF �( TC OL 10.0 PSF Apr 05 '99 BC DL 7.0 PSF N Doi a BC LL 0.0 P.SF * TOT. LO. 33.0 PSF CIV11. DUR.FAC. 1.25 SPACING 24.0' ca, Ft• REF 42-�- [�45- DATE ,',0$/05/99 DR W CAU9R427 99095607 CA -ENG AEB/GWH SEON - 118703 FROM E.D t r I. (I(ELHAR-WELCHEL / MARLIN 6/12 - T-10 HIP [6'SB] [2 -PLY]) TOP CHORD 2x4 OF -L #1 :T2, T3 2x6 DF -L J2: BOT CHORD 2x6 DF -L SS c1 WEBS 20 DF -L Standard PLATES DESI6NED FOR GREEN LUMBER PER NDS -11 TABLE 7.3.3. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. d'CORNER SETS ARE CONVENTIONALLY FRAMED. co BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 0 W5X8 ir- W3X10 v 0 6(A) 1 T2 N`34. I A— w a W3X4 sa w W3X14(B5R) E> W5X6 E3 z z w . w2I� 0-00_1 z c" 1_ 6-0-7 -1- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. rf CONTINUOUS. LATERAL BRACING EQUALLY SPACED ON MEMBER. !DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0. OC.' EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2X4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB. -91 13.2.1(FIG.33). OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC. WUS saW4X6 = W3X10 w W5X8 a W1.5X4 W W3X14(B5R) 40 _ 7 a `34 66 0 Over '2 -Support's `j R-2516 W-3.5' " R-2514 W-3.5' n E-1 CAD N 4T CT Y -IE In 5§ PLT TYP. H19h Stren th Wave TPI -95 Design Criteria: TPI S1 •WARNING�� TRUSSES REQUIRE ESTREHE CARE IN FABRICATION. HA10)LINO, SHIPPING, INSTALLING AND •IRACIRG. IIEFiR TO tl1/•91 (tlAtlOt IMG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ,:ACING. TOTE. 503 D'OIOFNIO OR., SUITE 100, MADISON, YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CRORD SHALL HAVE PROPERLT ATTACHED STRUCTURAL PANELS, NOTION CHORD SHALL HAVE A PROPERLY ATTACHED 41910 CEILING. IMPORTANT'- FURNISH A COPY OF THIS MISS TO THE INSTALLATION CONTRACTOR. ALPINE INSINEERED PRODUCTS, INC. SNALL NOT BE RESPONSIBLE FOR All DEVIATION FROM THIS DESIGN; ANY FAILURE TO 00 TLD TWE TRUSSES II tONFORMARCE WITH TPI; OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAS FOREST AND PAPER ASSOCIATION) AND T►l. AL I IR[ CONNECTORS ARE NDE OF FOGA ASTM A6S3 6140 GALS. STEEL, ETCEPT AS NOTED. APPLY CORRECTORS EACH FACE Of IRV$$. AND UNLESS OTHERWISE LOCATEO ON THIS DESIGN. POS17103 CONNECTORS PER DRAWINGS IOD A•1. THE SEAL 01 111$ OIANING IRDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING • �� pI0d0�. R[SPONSIBILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P� CA 95028 CDNPDN[NT FOR All PARTICULAR BUILDING if THE RESPONSIBILITY Of THE BUILDING DESIGN It. PER ANSI/TPI 1-1993 SECTION 2. Scale —.1875"/F W. TC LL 16.0 PSF REF R427--98920 TC DL 10.0 PSF DATE 03/05/99 Mar 05 '99 BC DL 7.0 PSF DRW CAUSR427 99064014 C, 58005 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 33.0 PSF SEON - 111293 GVtL DUR.FAC. 1.25 FROM E.D �4F SPACING 24.00 -WELCHEL 1 HARLIN 6/12 - T-10 HIP [8'S TOP CHORD 2x4 DF -L #1 :T2, T4 2x6 DF -L $2: BOT CHORD 20 DF -L #1 c�1 WEBS 2x4 DF -L Standard ,,-;XLATES DESIGNED FOR GREEN LUMBER PER NDS 97 TABLE 7.3.3. (BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. ccs -AIN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO 'BRACE ALL FLAT TC @ 24.00" OC. 0 IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00" OC 8 BC ® 12.00" OC. W2 5X4 = W3X8 = W2.5X4 e C-- W3X6 6 I- 0 2X4 IU 72 a A1, A ix W2.5X4 Na W2.5X4 a W4X6 = cw W4X4(A2) _ z THIS ONG PREPARED -FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 s 6 W2.5X4 s W3X6 4 - -16 W2.5X4 - W2.5X4 = W4X4(A2) _ co 93.1 Cml .76 1-4 paa 8-0-0 20-11-8 _1 4 rn 112 Lc i a Q. upportsAk X3416-0 Over 2 Supports- R-1255 N-3.5" R-1134 N-3.5' R-1134 Loon, q s Note: All Plates Are W1.5X4 Except As Shown. -/-/-/F. Scale -.1875' Ft. PLT TYP. Al ine,Wave TPI -95 Design Criteria: TPI STD CA/ -/l/ -AMARMING-• TRUSSES 91001AL EXTREME CARE 11 FABRICATION, HANDLING, SNIPPING. INSTALLING AND IRAQIS. REFER TO 018.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 593 O'ONDFRIO ON., SUITE EDD. MADISON. HI 53T 19). FOR SAFETY PRACTICES PRIOR TO w' N TC LL TC DL 16.0 PSF 10.0 PSF REF R427--98921 DATE 03/05/99 PERFORMISS THESE FUNCTIONS. UNLESS OTHERHISE INDICATED, TOP CHORD SGML RAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CMORD'SNAL( HAVE A PROPERLY ATTACHED RIGID CEILIBG. P' CCTT Mar 05 ' 99"TCC BC DL 7.0 PSF O R W CAUSR427 99064015 --IMPORTANT-- FURNISM A COPY OF THIS DESIGN TO THE INSTALLATION COMTIACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NDT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IR CONFORMANCE WITH TPI: 02 FABRICATING, HANDLING. SHIPPING. INSTALLING AND N58 5 BC LL 0.0 PSF CA -ENG AE B / GWH BRACING OF TR 111E1- THIS 0111112 CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S E 4 N - 111309 ALPINE 0. AN " TPI. BLI SOF TOT. L D . 33.0 PSF Eau Am Am GRAD GALS. STEEL.REXCEPTIASINOTED.AID CORRECTORS( AIEPUMADEAPPLY CONNECTORS TO * * OUR. FAC. 1.25 FROM E.D EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A'I. THE SEAL 01 THIS DRAM116 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING THE SUITABILITY AND USE OF THIS . (y�4 CIV(1. SPACING 24.0" e'_'� �+�M"� �____ _% • RESPONSIBILITY SOLELY FOR TN( TRUSS COMPORINT DESIGN SHOWN. COMPONENT FOR ART PARTICULAR BUILDING IS THE RESPONSIBILITY DF THE BUILDING DESIGNER.'PER �OF AISI/TPI 1.1995 SECTION Z. (HELHAR-WELCHEL / HARLIN 6, TOP -CHORD 2x4 DF -L #1 BOT CHORD 2x8 DF -L SS WEBS 2x4 DF -L Standard rn 2 - T-11 GIRD [1 -PLY] L -5 -8 -STUB R -3 -STUB ,,:PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IOEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. c`- RECOMMENDED CONNECTION FOR 34-6-0 TRUSSES FRAMING TO THE BOTTOM c— CHORD @ 24' O.C.: SIMPSON THA29: SEE SIMPSON CATALOG C-98. 0 W4X4 W5X6 C-3 C-3 a I 3-2-3 cti w Ax w w z c� w W2.5X4 BI w L-42-0-D-aJ cam. 1 2-9-0 1 5-5-0 _I d 8-2=0 Over 2 Supports--� �-= _ R-2426 W-3.5' R-2565 W-3.5' N C7�- C7> C7'> s a e TPI - ALPINE mYimCIM 9P[�SI, IDG. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC @ 72.00' OC. GIRDER SUPPORTS: 34-06-00 SPAN TO BC ONE FACE AND 02-00-00 SPAN TO TC/BC SPLIT OPPOSITE FACE. .T 1-1II0---3 X8-0-0 Criteria: BR AC ING�� NEIfR TO WIB•91 (MANGLING INSTALLING AND BRACING), PUaLISBED Bl T►I (TRUSS PLATE INSTITUTE. 5B3 D'OROPNIO DR.. $OITE 200, MADISON, NI 53719). i0R SAFf TY PAACTICC9 PRIM TO PINFORMINS THESE FUNCTIONS. ONLISS OTHERWISE INDICATED. TOP CNDRD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CNORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT— FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED MA PRODUCTS, INC. OIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT FAILURE TO BUILD TNI TRNSSES IH CONFORMARCE WITH TPI: OR FABRICATING, HANDLIYG. SHIPPING. INSTALLING AND BRACING OF TRUSS[S. Ttllt OLS LGN COMFDR.' NITd APPLICABLE PROVISIONS Of RDS (NATIONAL DESIGN SPECIFICATIOR 10.1. E0 HT THE AMERICAtl F04f ST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTR AS 53 GRAD GAIT. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE 01 TRUSS, AND UNLESS 01HERWISE LOCATED ON THIS DESIGN. POSITION CONVECTORS PER DRAWINGS 180 A -Z. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF ►ROFCSSIONAL ENGINEIRING RCSPONSIOI►ITY SOLELY FOR TUE TRUSS COMPONENT DESIGN SHOWN. TMT SOITABtLITY AND USE OF THIS CORPONENI FOR ANY PAR71COLAR BUILDING IS TUE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIfT►I 1.1995 SECTION 2. CA - 1 - - F �p�D W TC LL 16.0 PSF TC OL 10.0 PSF Mar 05 '99 BC DL 7.0 PSF 05 BC LL 0.0 PSF INTOT.LD. 33.0 PSF CMI- DUR.FAC. 1.25 _CIF SPACING 24.0" r REF R427--98922 DATE 03/05/99 DR W CAUSR427 99064018 CA -ENG AEB/GWH SEON - 109746 FROM EA (WE]KAR-WELCHEL / HARLIN 6/12 - T-12 CONN L-5'8"STUB R-3' IOP CHORD 2x4 DF -L #1 v" cOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard 0 A: LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. co c-� 0 z W4X4 W2.5x4 a 3-2-3 a ra w a w w c� W1.5X4 11 z w Wi.!3X4 Ill w L—Q2-0-0---j 2-9-0 1 5-5-0 J d . I—=8'2-0 Over 2- Supports —� R-256 W-3.5" R-395 W-3.5" m THIS DHG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC 0 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. T 1-10-3 ...8-0-0 m N PLT TYP. Wave TPI -95 0e2I n Criteria: TPI(ST ^' --HARMING** TRUSSES N(OuIRE EITREME CARE IN FABRICATION, HAMOIItlG. SX[PP ING. INSTALLING AND CT DIKING. NEFER TO DID -91 (HANDLING 1tlSTALLINA AND BRACING). PUBLISHED BY TPI .(TRUSS PLATt [T INSTITUTE. SBR D'ONOFRlO DM.. SUITE 200, MADISON. YI 53)79), FOR SAFETY PAACif[FS PN1011 TO CT PERFORNIMG THIS( FUNCTIONS. UNLESS OTHERNISE INDTCATED. TOP CHORD SHALL MANE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HATE A PROPERLY ATTACHED RIGID CE II IMG. ..--. '•IMPORTANT.. FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION COMTRACTOA. ALPINE ENGINEERED Lci PRODUCTS. (NC. SN ALL NDT B( R(SIORSIBLI FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TAOSSES IN CONFORMANCE NIT& TPI: OA FABRICATING. DANDLING. SNIPPING, INSTALLING AMD A L P I N E BRACTS& OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE P9011SIONS Of ADS (NATIONAL DESIGN / SPECIFICATIOA PUBLISHED 0T TMf ANE4ICAN FBREST AND PAPER ASSOCIATION) AND TPI. ALPI ME ` CONNECTORS ARE MADE OF 20SA ASTR ASST GRAD GALY. STEEL. tICEPT AS NOTED. A►PlT COBtlECT0A5 TO EACH FACE OF TRUSS, AND UNLESS OTMENYISE LOCATED OS TRIS DESIGA. POSITIOB CONNECTORS PER DRANINGS 1N0 A•1. THE SEAL OM TNIS DR IN ACCEPTANCE OF PROFESSIONAL ENGINEERING RE,POMSIOILITY SOLELY FDA THE TRUSS COMPONENT DESIGN SAOYN. THE SUITABILITY AND USE OF TAI, AIQ 95011 COMPONENT FOR ABT PARTICULAR BUILDING IS THE RESPONSIBILITY OF TME BUILDIA& DESIGNER. PER ARS7lTPl 1.1995 SECTION 2. (ED ; 4Olt� 10 fry /1 – 375•/Ft �� W �� TC LL 16.0 PSF TC OL 10.0 PSF Mer 05 '99 BC DL 7.0 PSF 6 6 BC LL 0.0 PSF * TOT.LD. 33.0 PSF c�y OUR.FAC. 1.25 FGF SPACING 24.0' Sc a e . . REF R-.27 - -98923 DATE 03/05/99 DRW CAUSR427 99064016 CA -ENG AE8/GWH SEON - 109731 FROM E.D 'FINAR-WFrr.HFL / HARLIN 6112 - T-13 TOP CHORD 2x4 DF -L #1 ,,JOT CHORD 2x4 DF -L #1 Z:Z WEBS 2x4 DF -L Standard ,y 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I - co c --A 0 z W4 0m V] H V A O 11. A W Ay... W z THIS.OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 6 BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W �2-0-0� w �2-0-0-� a, l< 5-5-0 I 5-5-0 J -c:c Ar 1Q -10 -0 -Over 2 Supports 'I R-469 W-3.5' R-469 W-3.5' . m N C7) cm - I PLT TVP. Al ine Wave TPI -95 Design Criteria: TPI 51 -;WARN 86-- TRUSSES REQUIRE EETRENE CARE In FABRICATION. HANDLING, SHIPPING, INSTALLING ANO BNACIN6. REFER TO NIB -91 (HANDLING INSTALLIRG AND BRACING), PUBLISNEO By TP1 (TRUSS PLATE IR$TI TNTE. SBS O'ONQFRIO OR.. SUITE 200, MADISON. BE 53719). EOR SAFE TT PRACTICE S PRIOR TO PERFORM& THESE FUNCTIONS. SIINCTORAL PANELS. 8077011 CHORD E$HALLNHAVE A IROPERLTDATTACHE 0 RIGID . TOP CHORD Cl ILIN6 LL AV PROPERLY ATTACHED —IMPORTANT•• FUNNISH A COPY Or TRIS OESIGA TO THE INSTALLATION CONYRACTOR. ALPINE ERGINEIRED PRODUCTS, INC. SNAIL 10f BE RESPONSIBLE FOR ANY OEYIATION FROM THIS DESIGN. ANT FAILURE TO BUILD THE TRUSSES IR CONfORNANCE WITH TF1: OR FABRICATIRG. HANDLING. SNIPPING. INSTALLING AND ALPINE BNACIRG OF TRUSSES. THIS OE SIGR CONFOAHS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DE S16R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALFIRE EColACNEFAC�ESOFARE TRU ft AND OF UNLESS OTA ASTIN N[RW[ SIA LOCATED On THISElCfPT AS NOTED DESIGN. POSITION CONNECTORS PERS TO DRAWINGS !NO A-1. THE SEAL ON TNIS DRANIAG INOICATES ACCEPTANCE Of PROftfS10N►t EN6INEERI NG -qA�,,�,;;�'+.,� RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT GESIGR SHOWN. THE SUITABILITY AND USE OF TOTS AlpineJNA C �BZB COMPONENT FOR ANY PART1tUlAR BUILDING IS INC NESIDBS IB Il1TY 0/ THE GUILOIR6 O[SIGNER. PER Jaaam MSI/TPI 1-1995 LECTION 2. i p -4 Mar 05 ' tom C: 5eod +B-0-0 CA - 1 -- F sjr437 5 "/Ft. TC LL 16.0 PSF REF R427--98924 TC DL 10.0 PSF DATE 03/05/99 BC DL 7.0 PSF DRW CAUSR427 99064017 BC LL 0.0 PSF CA -ENG AEB/GWH TOTAD. 33.0 PSF SEON - 109699 DUR.FAC. 1.25 FROM E.D SPACING 24.0" Fy 'L'ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. ,NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT Cc) 24" OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS CD122 OR C0123 FOR GABLE REQUIREMENTS: z (K) 2x4 OF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES 0 24"oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. W4X4 W1.5X4 IU W3X5 o o (K) c>~ rz, A a WM Em W1.5X4 in w W3X5 E_ 2 WI -5X4 111 C2 z w C-4 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GA898117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00. OC 8 BC @ 72,00" OC. DEFLECTION MEETS L/240.00 LIVE ANO L/180.00 TOTAL LOAD. W3X5m _z L-2 - 0 - 0--j �-2-0-0--j I Lr ( - 10=10-0 Over '2- Supports R-832 R -3.5- R-832 W-3.5" CXDN PLT TYP, Wave TPI -95 If ••YARNING•• TNUSS[S REpUfAE IITRFME CARE IM FABRICATIOD a MANOL b6 C Stlit QB61 IagSTAILIMG AND 01 BRACING- REFER a- tl18.91 (HANDLING INSTALLING ADD BRACI66), pUBI !SHED BY TPI PERFORMING SBS D ONDF110 DN., SUITE 200, MADISON, YI 57119), BILFOR SAFE FY (TROSS .r STRUCTURAL THESE FUNCTIONS. UNLESS 07NEAYtSE 1tDICATED, 70p 9)- SHALL NAYf PRACTICES ATTACHEDTo STRUCTURAL PMEI S. BOTTOM CMDRO SMALL AAAI A PROPERLY ATTACAED RIGID CEILING. 11"3 •PRODUCTS YC. SMALL lNOTACOPY OF BE RESPONSIBLEDFOR6NAll THE DEVIATION FROMNIISDECONTRACTOR. ALPINE All ECRED od ALPINE 111110 THE TRUSSES IN CONFORMANCE WITH ?PI; OA FABRICATING, NANOLIN6, SHIPPING, IY STALlIM6 AND SPECIFI OF ONOPCI THIS DESIGN CONFORMS WITH APPLICABLE PNOYISI DNS Of NOS (NAT]ONAI DESIGN SPECIFICATION POBLISHEO BT Till AMERICAN FOREST AND PAPER ASSOCIATION) AYD Tpl. IOU tEACH ON[ECTORS ARE NA_D_E OF 20611 ASTM A657 6440 BALM ED STEEL, EI[E►i 119 NOTED. APPLY CONNECTORS TO A5,,,,m DRAWINGS E1p0 ApI AND EUSEAL SO[TTYISIDIAVINGTINDICATES THIS ACCEFTANCEPOSITION P90FESSIORALTENGINfEAINa AlpDoe EDg1ApCrQp�,, I� RESpO[SIBJI ITr SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF Ttl15 '_ .i[gfUpBp� CA 4S82g COMPDYENT i0R ANY PARTICULAR .BUILDING IS THE RESPONSIBILITY OF TILE BUIlOJB6 DFSI CeEA, PER ANSJ/TFI )-1995 SECTJOM L. e CA - 1 - - F S al.. e�' . 75" Ft. TC LL 16.0 PSF R 25 TC OL 10.0 PSF DATE •'03/ /99 BC DL 7,0 PSF j064019 8C LL 0.0 PSF CA -ENG AEB/GWH TOT -LD, 33.0 PSF SEON•- 109715 DURJAC. 1.25 FROM E.D SPACING 24.0" RESIDENTIAL PLAN CHECKING GU DE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: eg BUIIAINGPERIVIITNUII�ER=�� l • ie PLAN CHECKER,5 A P. NUMBER:` GENERAL, _. . Zoning requirements: (side yards and number ofu Valuation:nits = : Plans signed by designer. Proper description of work on application -' Existing,*Mons on property. �i Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). - �- Recorded notice of violation Complete parcel size and dimensions. t Setbacks side arils y , easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard 6: Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. dt F.A.S. road setback. _ Building or utilities across lot lines (Record form). TT AAT T%T •1T. Complete to scale plan with dimensions. Required windows for light and ventilation (Section 12.03). , Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). - Glazing in Hazardous Locations (Section" 2406). ti 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 Location of water heat d exterior receptacles for rhaintenance of mechanical equipment. eatin d' cooling equipment, other electrical or gas equipment. Garage firewall, door size c oser (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). % t.Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAELS• 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or engineered design (Section 2326.11.3). --3r Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. -5- 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. - 8" Fireplace construction details and ca1c. if necessary. -H- Garage door and/or porch header sizes. -JZ- Stud heights. ,48"' Adobe soils - special foundation design. •l+- Retaining walls requiring design. fiS" Special Inspection requirements. Header size. --F?. Sheetrock nailing inspection required? July 199%K�- ;' , 3.2 —�i 1, MSCEUANEOUS OX OUTFOR: - Stairway details- landings; rise and nW head clearance. handrails (Section 1006). -- • Guardrail details 509i Brick or stone `veneer '(Section 1403).- Exteriorplaster - -il&. (Section Propeilmodpitc� =i0otiovermig(Section'1501). Roof covering type hazard). Foam insulation. 36- halls and stairways. Living arealver garage - complete labdir 96 i4iired on side'including s4 g walli'' separation garage and posts. i TWO exits on three - story dwelling's (Section 1003). Underfloor access and ientilatio'n (Section 2317.7). Attic access and Ventilatiozi (Secdon 1505)., Combustion air for fuel burning appliances - L.P.G. requirabints. Noise requiremeits on duplexes. Energy design. Flashing at all exterior openings. C.D.F responsible area requirements. r7o 4—F rIV &;Olt - r6 47 t 'A A 1741b 7. Ox July 1996 3.3 44 y -t' � •:_tar- � e-...-�. _w _ � - �x .. 40e. 4 0 r- ���L� >. —�(L .r .. r �bG��/�/ w•. ��'u�� .r.,.. _E�GLC� �-�%2!Z` � 3 � J A _L r 2_� �f (I�� Ir��r►4, aw�- -,-,ulJ,— llj�l—J "»coo /xtq6, CalLr e�rds,'nc� (�0�lir�j� �lccc�•/'vy»rr: er `oav; P.rin !fNUr__od r � cm�-CaX,&, ; k �oUurh `d0 aey, 00 0',"P r� �rz¢hi�9/�'' ��o, a� 9• a� �� ��rortih-15 2r� as 6 r,� �c�oX / ,is _te�c_e 51 �•-ee��°t�i2l� f��r�G �` �j'• �,/�i `5�'`v�, �63��. " f�ru� O�azth� 5 meq, �!� � �7' �,� co �,% ?. _ _g�f3�c {i°a ��c Syrm4j0" II II II II II II . � ��f'OC dt You✓' �lloa� { ue Coun :-` LAND OF NATURAL WEALTH AND BEAUTY -+: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 August 24, 1999 Harlan Opp 14850 Upland Road Magalia, CA 95954 Building Permit Number: 99-0478 Assessor's Parcel Number: 041-670-003 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Your roof truss engineering calls for a 6 in 12 pitch. Please mark your plans accordingly or provide new .trusses.(Per your last letter) Provide a foundation under the bearing wall between the dining room and entry.(Per your last letter) 1 Have the engineer stamp and sign two sets of plans. Also, the engineer must provide a letter that he has reviewed the new truss engineering per his design.. (The last plans submitted were not stamped.) There is a 25 foot front set back. Please indicate this on the plans. 5. I will not send these off to the engineer for review until I receive the above items. Plan check will continue upon. receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Linda Sexton Building Inspector III. utte co, LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 July 26, 1999 Harlan Opp 14850 Upland Road Magalia, CA 95954 Assessor -Parcel Number: 041-670-003 Building Permit Number: 99-0478 The above referenced revised building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. .Per my letter of March 30, 1.999, your foundation must be designed per the geotechnical report for Lime Saddle Ridge Estates. Truss T-8 is two-point bearing. Therefore, the 4x12 porch beam is inadequate to support it. Either change the truss to 3 -point bearing or revise the header size. (Per my last'letter) 3. Per my last letter, provide calculations for the 9 -foot garage door header which supports the carrier truss. 4. I asked for lateral design for the entire house in my letter of March 30. Only the front of the house was addressed. Our plan check engineer will review this. If he finds it inadequate, we will ask for this item again. 5 Your roof truss engineering calls for a 6 in 12 pitch. I marked your plans accordingly. 6. Provide a foundation under the bearing wall between the dining room and entry. I will not send these off to the engineer for review until I receive the above items. 8. Mr, Metzger was informed of the above early last week. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Linda Sexton Plans Examiner 'atte Li CA. LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 March 30,1999 Harlan Opp 14850 Upland Road Magalia, CA. 95954 Assessor Parcel Number: 041-670-003 Building Permit Number: 99-0478 The above referenced revised building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Your foundation must be designed per the geotechnical report for Lime Saddle Ridge Estates. Trusses T 2B and T4 were not included in the truss package. Please provide them. Trusses T7, T8, and T9 call for uplift connections. These connections must be called out on the truss engineering. Truss T8 is � point bearing. Therefore, the 4x12 porch beam is inadequate to support it. Either change the truss toy -point bearing or revise the header size. Provide calculations for the 9 -foot garage door header which supports the carrier truss. 6. Provide engineered lateral design for the entire house. Have the architect or engineer put all requirements on two sets of plans and stamp and sign the plans. The engineer or architect also must provide a letter that he has reviewed the trusses for compliance with his design. 7. I am including your school district fee form If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Linda Sexton Plans Examiner NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX "(530)-893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT HAP-LANb OPE.ID IvC JOB! NO. �o_7g LOCATION LOT #'27 r1OuiJT�IOAI� SU$b. DATE 8 1Z CODES: Uniform Building Code, 1994. Edition: AISC, Manual•tof Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition •AITC, Timber Construction Manual MATERIALS: Concrete: f ' c = 2500 psi @ 28 Days. Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f =.2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller Q�pFESSlO/j/q A-615 Grade -60 for #5 and'larger tructural Steel: ASTM A-36 e 1 Pipe ASTM A53 .Grade B G 1 Tubing: ASTM A500 Grade A or B 590 ine Bolts, Anchor Bolts: ASTM A307 Grade A Connectors: Simpson Strong -Tie or equal. Struct Lt Framing, Joists & Planks: D.F. #2 Beams& Stringers, Posts &' Timbers: D.F. #1 lywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 E OF CA W OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: psf Floor Live Load: O psf Seismic Zone Wind Speed: mph Exposure: G Method 2used unless otherwise noted. Allowable Soil Bearing psf- ARE SPECIAL INSPECTIONS REQUIRED ? �I O GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others. and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of 2. guiLDING DEPAFTMMY APPROVED BY. JIIT2, NorthStar 20 DECLARATION DRIVE DATE: 8 I ��"- CHICO, CALIFORNIA 95973 JOB NO: 6 g ENGINEERING 530-893-1600 PAGE 2 OF Civil Engineers* Planners • Surveyors FAX 530-893.2113 AT F-, PA L,I V X671 C� �l I L- IQ F, T T C -07 - A I ;UBG.23Z� �y (v �-J) NST S ISt'IIG POP-cF-=- .3► I�f:q-=+:.?1411 V 14 -}" Z 2� (917) I -V- lz 4� K L4 HT 2 o N 2- a (GAS = a AL- _ cr,L) ✓pVATIvE� rt`75 _ _ _c2 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT 4 A �z, LA N TP C:IF 'P JOB NO. -676,--7 E5 LOCATION L OT 4 I—Io w NTA I iJ 2A K-� 5UB t7. DATE -7 (p' CODES: MATERIALS: Uniform Building Code, 1997 -Edition AISC, Manual of Steel Construction, 9th Edition AITC, Timber Construction Manual Concrete: f'c = 2500 psi @ 28 Days Masonry:`f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28,days, Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5.and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load psf Floor,Live Load: 40 psf Seismic Zone '2 Wind Speed: mph Exposure: G Method 2 used unless otherwise noted. Allowable Soil Bearing psf ARE SPECIAL INSPECTIONS REQUIRED ? >\I O GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification �V�-�_�u the soil conditions at the project site to determine expansion index or bearing capacity is by others. "BUILDING DEPARTMEW r Page 1 of .APPROVED t BY: v r�' gvwthStar DATE: —71 :.'r' ,F Lr 20 DECLARATION DRIVE JOB NO: �7 8 ENGINEERING CHICO, CALIFORNIA 95926 PAGE �7 OF Civil Engineers • Planners • Surveyors Y 916-893-1600 , PLYI-JP. PrP- PLAN I -J/ D3 j = GLIP PER SH�-ARL.IPALLL '�CHEpuL� � B� ►--1� V�rJT PSR �D� . e- F- i'LA.I- . I [I Y, E.N. SILL NAIL PSR SHE ArzW ALL SCHWWLt ZX4 4�0NTINuc7U1::-;, oV5::-fz �H5-:Af�I.JALL otiJLr)" Zx4 a� I Co II o. CG. _,0 --,H%ARt-JALL Zx $ L.OG K $�TL�1 t✓ iJ FgA1�iING-1 M5MP;,t�S 2) �Hi;AP4JAL-L aNLY WA I- N PLY v. � ��► P� 5Ht5AP-I,.JAL.L Sc-H�-:PL4LE S NEAR TRANSFER � _. BY: JMR NORTHSTAR ENGINEERING 7/6/99 20 DECLARATION DRIVE JOB NO: CHICO, CA 95973 PG. 2 OF (530) 893-1600 LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION ROOF 3.5 PSF 1/2" OSB OR PLYWD. 1.5 PSF. FRAMING 3.5 PSF R-38 INSULATION 2.5 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.8 PSF DEAD LOAD 16.0 PSF LATERAL LOADS: SEISMIC: 2.5 *.36 * W =.20W -FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5 FOR LIGHT FRAMED WALLS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = .36 PER UBC TABLE 16 - Q WIND: EXPOSURE - C METHOD 2 WIND SPEED = .75 MPH . Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' 1.06 Cq*qs*Ce = 0.0200 KSF 15'- 20' 1.13 = 0.0213 KSF 20' - 25' 1.19 = . 0.0224 KSF 25'- 30' 1.23 = 0.0232 KSF 30'- 40' 1'31 = 0.0247 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design.as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the. engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. "Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: DATE: % I JOB NO: 20 DECLARATION DRIVE .CHICO, CALIFORNIA 95926 PAGE � OF Civil Engineers • Planners • Surveyors 916-893-1600 ANGHoR FOLT PER SHC--ARZWALAL 5c.HeVWW� PoS-T PSR PL.AN � HoI P::> . ,J PE�R PI -AN BoTTorl PLAT Rim Jol ST soLID 13LoC-KIN6 ALL HoL.PoI,JNS P T SI L L 5TH L PSR PIAN Tag s� r$ L -J I A R go�.l o�! :54-r (�► POINTING?- Irl C,Tlo I.1 I�I% 2 u IP- C-, D aY 7YK I F I' P4,:;,T" IS A G TL.IALLY poWE�,LE STUD, �DG�� r1AILIti1G IS QuIR D F=I?oM PLYI,Jp INTO ,ACH STLSID FULL Hr-ICaHT ANCHOR DULEl: HD. AoGHoR L_T d� Le M N. GAPAC IT T�-I J t��S 16 K `2 P HDZ PHID-r2" �TgZ4 �" Z-0 HD 6A SST13 34 S" zo " S, to K .311 HPOA ��T� c> II ZS n 7. -]1 K 8" HD IoA S5TB34 24" 7 -all 8 89 K 8" TYPICAL, HDLDOWI,,,,]! No SCALA BY: J I I 1�lorthStar 20 DECLARATION DRIVE DATE: %` CHICO, CALIFORNIA 95973 JOB N0: �p�p7� ENGINEERING 530.893-1600 PAGE OF Civil Engineers • Planners* Surveyors FAX 530.893-2113 3. I a t}D�� y jI 4Y I �r� p ' ✓ WIM1 I: �. - ' p QF 110.0• , .. i ./ ..rca �0 Y _ ' H d L14 •Flay r' u AL. D0.'JM. .a /_7"• N __ _- _ 1 KA f� A D If'U �Jc L•V �-. AOG. PM1OT. 3 -,,A .V.- k-r'G • 1 a F. P. ��....� Q �l•�' I ( v I /.RCtkT RN\' \ 2 � 11 � r N __- — cAAPer .� p MAT Lv ieoie C F• UJ. 4t 2P I c ALI( s:Io .1.1.y '•. r„r..c o �^toalcArtlall l' _ .. •rA3 e EA- n (T',- � ` I IJ I � Jay-FIJA, lIG4Ti• � �� J, �� • F � �I _ ,1, ^ � T1Le i �� / v c. • FIA 16A j 41.8 E WAIL c`t '•➢ I ` 1 ' on. oPAala�aca'o. I I `V ;,) 4i0W ( YET a'IG g. .tUM1•- �� / .Q I. 110504.-1, 1 Worn � D DIS. IJ ulA . r, i�• o.�. OLD. to re ,H4 I G ' :.4o�WtDP rg••1• ` �J aM., F •� 0 • BY: J �� DATE. I JOB NO: &6p PAGE G- OF RwthStar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530.893-2113 ZT Te_ - .. l�l�l � G-, �, .�. � � . ---Ga�'IP�?z.�t__ I,�J._I►J.�+ vs. -�E Isi�ll�� - VG 2 Z-4--(44) 01: lv -1- _ �� (-2� _o �, _-L- 3 2 <� 2�.:�' 3-x-4. �-} • 3 +:4 t I TRUSS DESIGN STATEMENT - - There are no drag trusses used in the lateral design for this project. The gravity design was performed by others. Therefore, it is not within the scope of my work to review the truss design ; for this project. The truss designer and manufacturer shall bear the entire 'responsibility for designing and constructing the truss per plan. F'.U1 GEOTECHNICAL INVESTIGATION LIME:SADDLE RIDGE ESTATES SUBDIVISION AND SEWAGE RETENTION DAM PENTZ ROAD :BUTTE COUNTY, CALIFORNIA E a f Dec -15-00 01:37A PGS. Z b June 6, 1990 P.02 LAVER.L. ROPER & ASSOCIATES, INC. G:01(:4',CAL =-al[WIS • ENGWLE NG LA9CXtA7,01MCS MS nOLFTE ROAD. SUI7E A SACfW.1EM10. CA 95815 PHONE 916/929-0267 ;GEOTECHNICAL INVESTIGATION LIME SADDLE RIDGE ESTATES SUBDIVISION AND SEWAGE RETENTION DAM PENTZ ROAD. BUTTE COUNTY, CALIFORNIA_ INTRODUCTION . It is proposed to develop the Lime Saddle Ridge Estates Subdivision, located on Pent2 Road opposite Lime Saddle Marina, Lake Oroville, Butte County, California. The subdivision consist of 54 lots. Proposed construction -will be one and two story wood frame with either concrete slab on grade. or supported wood floors. Foundation loads will be light. The proposed development will also include an on site sewage treatment facility. As part of the facility, a small retention dam for a treated effluent pond will be constructed. -The dam will have a maximum crest height of 12 feet and a length of approximately 400, feet.. The site plan and foundation loading data were furnished by Northstar Engineering, Chico, California. Our investigation consisted of two parts. The first was a foundation study for the proposed subdivision. The second was a investigation to determine the source and suitability of borrow i :.s T Dec -15-00 01:38A' material fog the proposed dam. Also to provide a recommended dam cross section and seepage.analysis. Both the foundation study and dam investigation were prepared for the use of the architect and civil engineer fo;r application to the design of the buildings and dam in accordance with generally al engineering practices. No Warranty is accepted geotechnic expressed or implied. This report presents the results of these studies. PART I FOUNDATION INVESTIGATION LIME SADDLE RIDGE SUBDIVISION I FOUNDATION AND SOIL CONDITIONS The proposed subdivision is located on top of a bluff overlooking Lake Oroville. The top of the bluff consist of an ancient volcanic; flow of basalt. The .basalt is covered with a shal.100 layer of residual soil. The bluff is covered intermittently with oak trees and dry grasses. The top of the bluff is relatively flat but drops off steeply at the edges. The field investigation for the subdivision consisted of visual. observations and the excavating of 10 shallow test pits with a backhoe. The test pits ranged in depth from b to 18 inches and were limited in depth due to encountering the underlying basalt. In places the basalt is exposed on the surface.' The approximate location of the test pits is shown on the location map, Plate Number 1. The location of the test pits was determined by positioning off of -topographical features. Hence, accuracy can be implied only to the degree that this method warrants.-' 2 r U,5 �r r Dec -15-00 01:38A r'"y 22 - visual 2visual classification of the soil stratum an", It is proposed. to develop the Lime Saddle Ridge Estates Subdivision, located on Pentz Road opposite Lime Saddle Marina, Lake Oroville, Butte County, California. The subdivision consist Of 54 lots. Proposed construction will be one and two story wood frame with either concrete slab on grade or supported wood floors. Foundation loads will be light. The surface soils overlaying the basalt are in a fairly loose condition and are not considered adequate to support .the proposed foundations and slab on grade. -The depth of the soil cover over the'basalt'varies throughout the site. At the test nit Ionatinnc depth varied between 6.to 18 inches. -and will vary between test holes. The depth of the soil can 3 �''� was made :iri the Field by a geotechnical:engineer at the time the test pits :were excavated. A description of the soil profiles encountered is presented in Table -Number 1, Log of Test Pits. The soil encountered in the test pits was very uniform. The soil overlying the basalt was a brown. fine sandy silt. The soil encountered was i'n a fairly loose condition. The surface of basalt _Js the fractured in places and broken into rocks. the basalt becomes more competent with.a minor increase. in depth. The test pit log's show subsurface conditions at the date and location indicated and it is not warranted that they are representative of subsurface conditions at other locations times. and No ground water was encountered in the test pits at the time i they were excavated. II DESIGN STUDIES AND RECO_`iMENDATIONS It is proposed. to develop the Lime Saddle Ridge Estates Subdivision, located on Pentz Road opposite Lime Saddle Marina, Lake Oroville, Butte County, California. The subdivision consist Of 54 lots. Proposed construction will be one and two story wood frame with either concrete slab on grade or supported wood floors. Foundation loads will be light. The surface soils overlaying the basalt are in a fairly loose condition and are not considered adequate to support .the proposed foundations and slab on grade. -The depth of the soil cover over the'basalt'varies throughout the site. At the test nit Ionatinnc depth varied between 6.to 18 inches. -and will vary between test holes. The depth of the soil can 3 �''� Dec -15-00 01:38A r.v� OF 23 In order to provide adequate and uniform suppo_t for the structures at this site, it will- be necessary to carry tle foundations through any soil so' that they; bear on the underlying basalt. The sur ace b'f the basalt should be washed or swept clean of any.loose soil or rocks. Footings should be a minimum of 8 inches deep.for one story and 12 inches deep for two story. .:f the minimum depths are not possible due to encountering the basalt, then it will be necessary to provide Iateral support for the foundations by drilling and setting in rebar with epoxy into the basalt. Number 4 rebar should 'be embedded a minimum of 6 inches Into ',the basalt and 12 inches into the footing -at 4 foot centers. Minimum width of footings should be established as 8 inches. Foundations can consist of either spread footings with slab on grade or stemwalls and piers with supported floors. Footings constructed in the above manner can be loaded to bearing capacities of 4000 pounds per square foot total load..,; if slab on grade construction is used, the bui.lding pads should be stripped of all organic natter, brush, tree stumps,. etc. After the area is stripped of all organic matter and all required cuts are made, the subgrade thus exposed should be scarified for a depth of 8 inches or .the depth of :the loose soils, whichever is ` greater, and recompacted as specified in Appendix A. All fill should be placed as engineered fill as specified in Appendix A. The fill should extend a minimum of 2 feet beyond the building pad._ _ On site soils are acceptable for .engineered fill. ` A minimum of 4 inches of clean gravel should' -be places beneath the slab on grade. This gravel should be well Graded between a tt►aximum size of 1 inch and a minimum size of 1/4 inch with zero 4 l T. .1 WortlhStar ENGINEERING Civil Engineers • Planners • Surveyors TRUSS DESIGN STATEMENT I have reviewed the truss submittal for the Harlin Opp Residence located on Sunview Drive in the Lime Saddle Subdivision in Chico as provided by Longfellow Lumber Company Inc. The purpose of my review was to insure that the Truss Designer used the proper spans and gravity and lateral loading where required based on my analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads for the design of the trusses. We did not verify the structural design of the individual trusses. The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. Signed, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 I And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 1 999—cbel1 1 231 Recorded Official Records COME f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 01:41PM 16 -Mar -1999 REC FEE 10.00 CONFORM .00 PENALTY 6.00 Vickie Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 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 County of Butte. State of California. described as follows: 1940!P.l /' 3 •sus-flou/h an f/u p Alma d'inoDh0i17 ectal- `a 9-ev01x)w1 ti"& , �.ih����<�A� 4 f Gt¢ ae— q�`?L �PCB2d�,r� � t/Ze lOL%� f Aat&, Qir & f 1W0U1.AJl/lL � 2 9 / fp! , oz' e4 pate. 60, 611 v �Ii ayt ti,� �/Le Flo �c�n✓ P�.66 i/.- ri dI�/J �clua 6C ✓U it�Diad �las�zarcL` 7�G� tb �az°A, </L t& o�irldaltllrrj'/ OGS r �'/�G/ku� d wao � zrv'ce- t/fe_ �' the. a"4 a'aaty P�uteeL r/r : �� tm�n ftarG LSP ���e�02 �''`�to Orcd �i,�cdce r the.GitotGt� CA ca �/Ylrrl.�ettilQ�te�.� �; '����' .�peo ,�ec� // Aga 4 ✓r�eer'y'� �ccil ems, �J u erg' T� fa'�� r � / � �``e�'� nor �r aiLdems. vey, "v&a�on�- Afe Date: 3 -/6 Q C% PROPERTY OWNERS:�'L�u 2�zz°oLvrc� m�zu /7) 4)o �,un��-� 4,7n./4 4/Z ,®uta State of California County of On M of ChN LW before me, personally appeared C IA40 J v V j4 QLM �kQAIM I V\• l )a personally known to me (or proved to me on he basis of sa isfactory evidence) to be the persons) whose name(s) subscribed to the within instrument and acknowledged to me that +&sfte#FFbexecuted the same inlei authorized capacity(ies), and that by "lee/ heir signatures) on the instrument, th person(s) or the entity upon behalf of which the person(s) acted. executed the instrument. WITNESS my hand andofficial seal.U ,.a° AMY O'BRIEN Comm #1133536 O `� NOTARY TE OUNTYLIC LI ORNIA5 Signature Seal: + ,F Comm Exp April 13 2001CA -+ .%.P.# 041- b -ab3 _ _Ei-, • i. .. . Jl. 1. VOTE TQRECORPER DO,NOT RECORD THIS SIDE -A.A.,L ................ - � 4 0iOGl�i'I' I .VIM'tK) {'.., YT. F �G Y, tvea 7Lie ' ):kC�ar,�; �I •±=L��:"L� �g Instruction9•for�:recordiniAgricultural Statement of Acknowledgement: Yi'w'43 R 13241e �D Cr'Y. icli; Lei lttwt=t� ,. 1. Insert the legal description of the property in the space provided on the other side of this = form. The legal description is the narrativedescription of the property - which will be on your deed. If you don't .have access to the deed, .the Recorders'Office can :provide this ' information. ('The description maybe handwritten or typed in the space providedi.or attached on a separate sheet if more space is required). 2. Property owners must sign *in the presence of a'Notary Public and have the form notarized. 3. Make a copy of the'forin and then'take"-the original and copy to the Recorder's Office at 25 County Center'Drive,=Oroville�(th-e''Adn nistration Center building)."rThe'Reeorder will t record both the original` -id copy: They will keep the original and4eturn thercopy to you. - Just bring the copy"back totheBuilding Division at 7 County Center Drive? y ' ej.:y%�. — .,r .. 1.. v�F .. .. ,• . at:;-,�! R... - .... ... . w. ,.. i .. �;� 4�r RECORDER'S FEES:*' ' $6.00' ' 1st Page `... . , _ �: • }: �.. t $3.00 - Each -Additional Page RECORDER'S OFFICE_ HOURS: 9:00a.m. - 3:00p.m. (Monday - Thursday). ; r y � t ..A . ( t • t ...�- .-. -- ."• s .,yam; .: - . r .. ... _ OVER _ 7F...RTIFICATF... OF COMPLIANCE: Resident..ia1 Page. 1 CF -1..R -------------------------------------------------------------------------------- :Droject. Tit -le: OPP 2042e (BASE CASE=:.) Run: 465 17 -Feb -99 Droject. Address: LOT 3, SUNVIEW RP OPP 2042e (BASF... CASE) OROV II._LE , CA. 95965 Building Tit -le: OPP 2042e (BASE CASE.) Bui..ldin Prm,it Document. Author : BOB MET7_GER O.D.S. Telephone: 530-342-9688 or 865-9688 Plan ,Check / Dat -e Compliance Method: CALRES2 Version 1..31. Field Check / Da.t.e. Climate Zone: 1.1. rENERAI.... INFORMATION Condit-ioned Floor Area: 2042 ft -2 Building Type: SFD Single Family Detached R-u.ilding Front. Orient.at.i.on: 120 deg (East.) Nu.mber of Dwelling Unit -s: 1.00 Floor Const.ruct..ion Type: Raised floor BUI1 DING SHEI....L... INSULATION Component. Insu.l. Assembly Type -------- R -value (l -value -------- L.oca.t..i.on/Comment.s ---------------------------------------- --------------- Door 0 0.330 Unconditioned Wal. 1 1.3 0.088 Out.S.ide. Wall. 1.3. 0.088 Uncondi.t.ioned Floor 1.9 0.037 Cra.w.l_spa.ce Ceiling 38 0.025 At-t-ic FENESTRATION Area, U- Int.eri.or Exterior Overhang Frame Or i.enta.t..ion ( ft.2 ) value Panes Shading Shading and Fins Type W.i,ndow East. 59.0 0.750 2 St -d Drape Bug Screen Overhang Met -al Window East. 2.3.3 0.550 2 None None Overhang WdDr/D.i.v Window East. 4.7 0.750 2 St -d Drape None Overhang Metal Window South 1.6.0 0..750 2 St -d Drape None Overhang Metal W.i.ndow South 17.8 0.550 2 None None Overhang WdDr/D.iv Window West. 1.0.0 0.750 2 St -a Drape None Overhang Metal W.i..ndow West. 81.1. 0.750 2 St.d Drape Bug Screen Overhang Metal. Window West. 40.0 0.550 2 None None Overhang WdDr/Di.v Window North 33.3 0.550 2 None None t Overhang WdDr/Div Window Nort.h 27.0 0.750 2 St -d Drape Bug Screen Overhang Met.a..l. THERMAL MASS' Area. Thick Type -,Exposed? (ft.2) (in) ----------------- ----- ----- I nt.ma.Ss1. Yes 203.0 1.0 I nt.massI Yes- 28.0 4.0 E...ocat.ion/Comment.s �A I nt.e.r .i.or ' Inter.i.or j3 E A CERTIFICATE... OF COMPI._.IANCE: Resi.dent-.i.a.l. Page 2 CF -IR Project: Title: OPP 2042e (BASE CASE) Run: 465 17 -Feb -99 HVAC SYSTEMS Duct. Location Type Efficiency • and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic R-4.2 Air Gond. -- cent.ra.l. split. 10.00 SEER Attic R-4.,2 WATER HEATING'SYSTEMS Di-strib Water Water # of Energy Volume Wrap System Name Type .,Heater Name Heater Type Ht-rs Fact.or - .( gal) R-va..l ------------------------------------------------- ---- ------ ------ ----- 50GA1-_W/H ' Standard 50W/H Storage gas 1 0.60 50 0 WATER HEATING; SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ 50GALW/H -- -- No No WATER HEATER/BOILER DETAILS Ra.t.ed Pilot. Water Recovery Input. Standby Tank Light. Heater Name Efficiency AFUE (kBt-uh )- Loss R-va.lUe. (Bt-uh ) 5OW/H 76% -- 40.00 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Instil Insul System/Name Type Number run (ft.) d-iam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None. SPECIAL_. FEATURES, REMARKS, AND NOTES None CERTIFICATE OF COMPLIANCE: Resi.dent..i.al. Page 3 CF -1R Project. Title: CPP 2042e (BASF. CASE) Run: 46`5 1.7 -Feb -99 COMPLIANCE STATEMENT This cert..i.fica.t.e of compliance lists the building features and performance Spec ifica.t.ions needed to comply with the Energy Standards in Title 2.4, Parts 1 A. 6, of the California Code of Regulations, and the Administrative. regulations to implement. them. This certificate has been signed by the individUa.l with overall design responsibility. When this certificate of compl.i.ance is Submitted for a single building plan to be built in mu.lt.ip.le orient.a.t.ions, any shading feature that. is varied is indicated in the Special. Fea.t.ures, Remarks, and Notes section. DESIGNER OR OWNER HARI-AN & SUE OPP 14580 UPLAND RD. MAGALIA, CA. 873-6256 Signed Date ENFORCEMENT AGENCY Name: Title Agency: Telephone: Si9nPd Date DOCUMENTATION AUTHOR BOB METZGER O.D.S. BOB METZ..GER O.D.S. 170 RIO I-INDO CH.I.CO , CA. 95926 530-342-9688 or 865-9688 COMPUTER METHOD SUMMARY Page 1 C -2F, Project. Tit -le: OPP 2042e (BASE CASE_.) Run: 465 17 -Feb -9c,, Project. Address: L...OT 3, SI.JNVIEW RD OPP 2042e (RASE CASE) OROVII_I_E ; CA. 95965 Building Tit -le: OPP 2042e RASE CASE) Ru....l.d.i.ng Permit. ## Document. Author: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9685 Plan Check / Da.t.e Compliance Method: CAI....RES2 Version 1.31. Field Check / Dat -e C.li.ma.t.e Zone: 1.1 ENERGY USE SUMMARY (kRt.0/ft.2-yr ) Energy Use Standard Design Spa.c e. Heat-ing 15.70 Space -Cooling 13.73 Water Heating 11.71 Tot -al 41.14 GENERAL.. INFORMATION Conditioned Floor Area.: Rui.lding Type: Building Front. Orient.a_.t.ion: NLimber of Dwelling Unit -s: Number of Stories: Proposed Design --------------- 17.78 1.1..22... 11.25 -------- Complies 40.25 Yes 2042 ft -2 SFD Single Family Det.ached 1.2.0 deg (East.) 1..00 1 Floor Const.rUct.i.on Type: Raised floor Number of Cond.i.t.ioned Zones: 1. Tot.a.l Condi.t.i.oned Volume: 21781. ft -3 Conditioned Foot.pr.int. Area: 2042 ft -2 GroUnd Floor Area.: 2042 ft -2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft.2) (ft.3) House 2042 2.1781. OPAQUE SURFACES Type ------------- Condi.t.i.oned Thermostat. Type ------------ CEC Standard Vent. Vent. Height. Area.. (ft.) (ft.2) 2'0" 39.6 Surface Area ll- Insl Tru Slr Const.ruct.ion i Type ( ft.2) value Rva.l Azm Tlt. G n s Type Location/Comment.s ---- --- Zane = H6USP ------ ----- ---- --- --- --- ------------ -----------------=-------- Door 20..0 0..330 0 120 90 No 30x68 -Wood t_ lncondi.t.i:oned j Wall 320.0 0.088 1.3 120 90 Yes W13.2x4.16 OUt.side Wall 41.8..0 0.088 13 1.20 90 No W1..3.2x4.16 Unoondit.ioned Wall 267.2 0.088 13 21.0 90 Yes W1.3.2x4.16 0Ut.s.ide I Wall 494.9 0.088 13 300 90 Yes W1.3.2x.4.1.6 OUt.si.de Wall_ 454.7 0.088 1.3 30 90 Yes W13.2x4.16 OUt.s.i_de Floor 2042..0 0..037 19 -- 1.80 No FC1.9.,2x8.,1.6 Crawl.space Ceiling 2042.0 0.025 38 -- 0 Yes R38..2x4.24 At-t-ic COMPUTER METHOD SUMMARY Page 2 C -2R Project. Title: OPP 2042e ( BASE CASE) Run: 465 1.7 -Feb -9q --------------------------------------- PERIMETER LOSSES Perimeter Type None Insu_l Length F2 Insul Depth (ft.) Factor R -vat. (in) Location/Comments -------- ------ ----- ------ ---------------------------------- FENESTRATION SURFACES GLAZING CHARACTERISTICS Glazing Glazing Fenestration # of Area Tru Type Open Frame Charac-t.r Name Type ---- (ft.2) ----- A.z..m --- T.l.t. --- Type ------- Type -------- Name. Comments ------------ ---------------- -------------- 7_cine = House 2 0.750 F1.1. Wind 15.0 12.0 90 Slider Metal OPER/std F21FRTDR Wind 23.3 120 90 Hinged WdDr/D.i.v DOOR/std F22 Wind 4 .7 1.20 90 Fixed Met.a.l. FIXED/std F24 Wind 15.0 120 90 Slider Met.a.l. OPER/std F25 Wind 15 .0 1.2.0 90 Slider Metal OPER/std F31 Wind 14.0 120 90 Slider Metal OPER/std L11. Wind 16.0 210 90 Fixed Metal FIXED/st.d L22FRCH Wind 17.8 210 90 Hinged WdDr/Div DOOR/std 811. Wind 1.0.0 300 90 Fixed Metal. FIXED/std 812 Wind 6.0 300 90 Slider Metal OPER/std B1.3 Wind 1.2.0 300 90 Slider Met.a.l. OPER/std 814 Wind 1.2.0 300 90 Slider Metal OPER/std 821 Wind 15.6300 90 Slider Metal. OPER/std 822FRCH Wind 40.0 300 90 Hinged WdDr/D.i.v DOOR/std 823 Wind 1.5..6 ,300 90 Slider Metal. OPER/std 831 Wind 20 .0. 300 90 Slider Metal OPER/std . R1IFRCH Wind 33.3 30 90 Hinged WdDr/Div DOOR/std R2.1 Wind 6.0 30 90 Slider Metal OPER/std R22 Wind 6.0 30 90 Slider Met.a.l. OPER/std R2.3 Wind 15.0 30 90 Slider Metal OPER/std GLAZING CHARACTERISTICS Glazing Charac:t.r Glazing # of U - Name Type Panes value ---------=-- OPER/std --------- Clear ----- 2 ----- 0.750 DOOR/std Clear 2 0.550 FIXED/std Clear 2 0.750 SC GIs Interior SC Int. Only Shade Type Shade ------ 0.880 Std Drape 0.780 0.880 None 1.000 0.880 Std Drape 0.780 Exterior SC Ext. Shade Type Shade Bug Screen 0.870 None 1..000 None 1.000 COMPUTER METHOD SUMMARY Page 3 C -2R Project. Title: OPP 2042e (BASE CASE...) Run: 465 17 -Feb -99 OVERHANGS Fenestration -------------------------- Vol Cond- Above Left. Right. Area Name Height. duct.- Width Insd Depth Glazing Extension --------- Extension --------- Cap ---- ------------ F11 ------ 510" Rva.l. Location/Comments ---- ------------------------- ------ 310" ------ 2'6" --------- 14" 100" 34" F21.FRTDR 6'8" 1..0 3'6" 1.04 7'6" 2'4" 24'0" 516" 4.0 F22 14" Brick 3'6" SOLAR GAIN DISTRIBUTION 7'6" 10" 24'0" 516" F24 510" 3'0" 74" 2'4" 1.6'0" 1.00" F25 510" 3'0" 7'6" 2'4" -1.3'0" 17'0" F31. 3'6" 00" 6'0" 1.10" 1510" 1.00" I.._11 4'0" 4'0" 2'6" 14" ' 3'6" 3010" L...22FRCH 6'8" 218" 30'0" 14" 4'1.1." 10'11" B11 4'0" 2'6" 2'6" 14" 24'6" 330" 81.2 3'0" 2'0" 2'6" 10" 17'6" 1.04" 813 4'0" 310" 2'6" 14" 1.4'6" 12'6" 81.4 4'0" 310" 2'6„ 1.4" 4'6" 224" B21 60" 2'4" 810" 10" 22'0" 170" B2.2FRCH 60" 6'0" 810" 1.0" 1.810" 18'0" B23 60" 20" 810" 14" 16'0" 230" 831. 4'0" 510" 2'6" 1,4,E 9'6" 6106- R1.IFRCH 6'8" 510" 30'0" 14" 3'0" 12'6" R21. 310" 220" 2'6" 14" 18'6" 1.9'0" R22 3'0" 2'0" 216" 14" 15'6" 220" R23 5'0" 310" 296" 14" 3100 33'6'' FINS Left. Fin Right. -------------------------- Fin Fenest.rat.ion -------------------------- Ext.en Dist. Ext.en Dist. ---------------- Fin F i. n above to Fin Fin above to Name Height. ------ Width ------ Depth ------ Height glzng ------ ----- g.lzing ------ Depth Height ------ ------ glzng glzing ----- ------ ------------ None THERMAL... MASS Fenestration Winter Summer Targetted Name Fraction Fraction. Thermal. Mass Comments • ---------------------------------------- --------------==---------------- None Vol Cond- Area Thck Heat. duct.- Construction Insd Mass Name -------------- (02) ----- (in) ---- Cap ---- ivit.y ----- Type ------------ Rva.l. Location/Comments ---- ------------------------- Zone = House Tile 203.0 1..0 1.9 1.04 Tile 0 Int.eri.or Brisk 28.0 4.0 23 1.33 Brick 0 Int.er.ior SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction. Thermal. Mass Comments • ---------------------------------------- --------------==---------------- None COMPUTER METHOD SUMMARY Page 4 C -2R Project. Tit -le: OPP 2042e (BASE CASE) Run: 465 1.7 -Feb -99 HVAC SYSTEMS Duct. Location Syst.em Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = House . 'r GasFur n ..80 Fur nate 0.80 AFUE At-t-ic R-4.2 ACsp.l.i.t.10 Air Gond. -- cent-ral split. 10.00 SEER At-t-ic R-4.2 WATER HEATING SYSTEMS Dist -rib Water Water # of Energy Volume Wrap System Name Type Heater Name Heat-er Type Ht.rs Fact -or ( gal) R -vat ------------ -------- ------------ ----------------- ---- ------ ------ ----- 50GA1__W/H Standard 5OW/H Storage gas 1 0.60 50 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fra.ct.ion type boiler? boiler pump? ------------ ------- -------------------------- ------------ 50GALW/H =- -- No No WATER HF...ATF...R/BOII....ER DETAILS. Rated P.i.l.ot. Water Recovery Input. St.andby Tank Light. Hea.t.er Name Efficiency AFUE (k8tuh) Loss R -value (Btuh) ' ---------------------- ------------------------- ------ 50W/H 760 -- 40.00' -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft.) d.i.am (in) t.hck (.in) R -value -------------- ------------- ------ -------- --------- --------- ------- None REMARKS, AND NOTES r .` t MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 A It. MF -1R Project Title.......... MASTER PLAN Date________01/O1/9� Project Address........ MASTER PLAN - CHICO, CA. Documentation Author... BOB METZGER 865-9688 ; Building Permit Il ; 4 Company ................ BOB METZGER 0 D S Telephone .............. 865-9688 or 342-9688 ; Plan Check / Date ; Compliance Method...... 66- re -6' /Z- CA 60'16 S4V,�V- ; Field Check/ Date ; Climate Zone........... 11 leve l► h --------------------- � ------------------------------------------------------------------------------- I Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with* an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere -in the documents or on this checklistonly. BUILDING ENVELOPE MEASURES IhA-mL Vestina--tnforce- er c- ment *150(a): Minimum R-19 ceiling insulation. A 150(b): Loose fill insulation manufacturers labeled R -Value. It *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). I� *160(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. II 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. z 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1 i a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products hav�c.label with certified U -value, and infiltration c€rtification. ! c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. C'l4 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with ,�/� Sec. 151 meets� CEC quality standards. /GGA, 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door 1 b. Outside air intake with damper and control c. Flue damper and control ji �� 2. No continuous burning gas pilots allowed. E �w L 7 , j\ ;1. 110-13: HVAC equipment, water heaters, showerneaas ana faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. EAL 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank.-� *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance alb with pilot ( 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er gent 150(k): 40 lumens/watt or greater.for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures.IC (insulation cover) approved. 2 r - - .:'Be aware that glazing units (including doors with glass) "must ,'have permanent NFRC labels. "Glazing labels will - be checked-aga'inst the Title 24 calculations at the time of framing ll inspection. If the installed U -value is of a lesser value, the Title I 24 calculations must"be redone, and appropriate changes made to the structure (e.g., this may include additional insulation, addition of Y, screening devices, reduction of window sizes, etc.).- ! Note that an Installation Certification Form CF -6R is required to be rposted at the residence proper to the issuance of a Certificate of .Occupancy. This is in addition to the Insulation Certificate. �' I IF APPLIES GENERAL NOTES ISHEET E _ 1, ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)Tb bE CAULKED, SEALED OR WEATHER STRIPPED. .SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. .EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO ' 'DUCT ACCESSABLE FROM INSIDE F.P. AREA .0 FLUE .DAMPER ._TIGHT -FITTING READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6, A/C DUCTS TO BE INSTALLED PER lq U.M.C. 8 INSULATED (1- INSUL.- GAS EQUIP.) 8 Qu I NSUL . -HEATPUMP EQUIP.) ) 5# DENSITY TYP . R , l imv, 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 40 LUMENS/WATTS OR GRATER. g, FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. 9, W.H. TO HAVE. a) 1'-6" HIGHT PLATFORM. b) . VENT THRU ROOF. 0 ADEQUATED CONBUSTABLE AIR VENTING. d) R-4 INSULATION 5'-0- TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING.6r- ki-Louiep. 01 MA or -Ac U121rf�� f) R-4 INSULATION ON CIRCULATING SYSTEM. g) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAV - a) SIZED 8 CERT�IED BY C.E.C.- b) .E.C.-b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION. OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WDOS..@ CONDITIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL- LY : 1 WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT- OR -OWNER TO SUPPLY MAKE AND MODEL. `. _~ ~�_.` -���y -' ` ' rrn %A - T.e for k7� Butte Environ MeContau ntyl Health Date Signature Envirorjmental Health PIAR .15 1999 Chico, Califo'mia' I IL %A - T.e for k7� Butte Environ MeContau ntyl Health Date Signature Envirorjmental Health PIAR .15 1999 Chico, Califo'mia' I IL df � ice' - ' • > . f S{1 , • Y J t Y z • i Yti" r - - ' Sy. 1 is • !. r • w _ r. .�] ?e - . _ !�. .. .- _ .. _.. ......i. .3 �'�'j'. a.,Y}�. _.. ,FY <'�'-.. _ .,�I..:_.....-t.:e�..�....J.... ._,. .. ...i�. .. .. .'.wi'./ivwn•i"V•.�`ati •Y.�'t a f'H'Mw.N.Y...T .'0., i'::: ;r , r APN: Coq?' 6-?® - OCA � BUILDING PERMIT SITE PLAN CHECKLIST Building Permit No.: Dpi 7 8 Proposed Use: SFD 0 MH O Res. Accessory 0 Ag. Bldg. O Commercial ❑ Industrial O Other: Zone District: �V General Plan: T� The Proposed Use Is: Permitted: Not Permitted: Requires a Use Permit: Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Map? No: Yes: Book/Page Map Conditions? No: Yes: , See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front C L Side Side, street N h Rear Height IV -A Parcel in Land Conservation Agreement? No:X Yes: , Check Use Parcel in North Chico Specific Plan? No -.':� Yes: Check NCSP Zoning Parcel in Floodplain? No: Yes: , Zone: Panel No.: t,00 1?— 0 Parcel in Enterprise Zone? No: X Yes: , Check Use Commercial/Industrial Uses Parking Requirements: OK as shown Other. Landscaping Requirements: OK as shown Other (VVI o6, Reviewed By: � Date: ciiEckspECIALCONDMONS WFUCff APPLY' TO PARCEL: A11-A"ES TO BE PAID TO TRE BUILDLNG Q UIVLESSOTHERWISE. NOTED. J- 1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to V-,idiij or vegetation removal. knin-dze the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in'diameter, 4feet fiom'ground level. Mature trees removed shall be replaced b aidnit replacement "trees of equal fiili� ina 'not less than* '-gallo—asize. yp . planting -2. Prior to the commencement of grading and/6r constriiction activity, all individual or groups of oak trees which are to be retained as part of the project,'shall bieftifty prote&d through the use of root protection zones (RPZ). During construction; RPZs shall be established using protective f6'ncin'g encl osing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this prot&tive buffer, no grading, trenching, fill, or vegetation- alteration of any kind shall be allowed. w',The RPZs shall be maintained aftei thi cbm'' jiti 'of in ordei to continue to protect the oak trees, but the fencing shall p on construction .� be removed. T 3. Fencing for areas other than residential areas - shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the gro'und and the upper strand shall be no higher than ,48" above the ground. Pay' the required CSA 87 Traffic and Drainage Mitigation fee of $4500. —5. Prior to any clearing, grading and/or cbristructionin a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be bbtained., a CaliforniaaFish and Game. 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. 6.Piy the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. A —8. 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', NEPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. '14 —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7610. —10. A traffic mitigation -fee for each new, or additional IMng unit shall be paid. Pay the amount of $750 as stated in the Or6ville Area Traffic Mitigation Fee Agreement; Payment to be made to dee Planning Division. 1.1. Provide( rovide information showing that proposedco , nstruction will mitigate exterior sound levils to a 45 dB interior level. 12. 200-�'I J") e- Cuj--4' %e, it, 8T -T 77e; —13. 14. KABLDGCH4.FR.1A I 2 LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE OWNERS HARLAN AND CAROLYN OPP NAME PRINT LAST NAME FIRST ADDRESS / LOCATION: Building Pennit No. 99-0478 NEW SF A.P. NUMBER 041-67-0-003 COUNTY ZONING _ DESIGNATION: U FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP V DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING: LOT 5 � BOOK I S57 PAGE l00 Z(,r->4 COMPLIANCE WITH OLD BDIVISION 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 BUILDING 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 —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. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. S. 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 Associati6n'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. , :s SSM 0165 7� 11. 'Pay T:D.D. (Thermalito Drainage District) 'fen the amount" of $ - — a 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 Planning 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. S 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 - ti 22. • . 7tri t. _#q, , — 23. 24. 25 26 LD 6/98 FORMS\BLDG PERMIT CLEARANCE NO wl VIS X10 NnnOo 6661 9 ! HVW ®3n1303