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HomeMy WebLinkAbout047-320-04547-32-45 LARRY & ANNETTE DEMMER��' 4488 Goldenrod, Chico p Contr:• H ,& H Const -. A9 p O 0 Permitik17l6-86B,P.,E,M(new single f2mily) 47-32-45 a,- 59-- OB , P , E:' DEMMER, Larry & Annette CONTR : Bonita Pools 4448 Golden Rod, Chico ' (Pool) a 047-320-045 .. 04-2335_ SPAULDING, PATRICIA 4448 GOLDENROD WY, CHICO CONT: MCCLELLAND A/C REP HEAT PUMP (HVAC) ( i_ o 047-320-045 04-3463 SPAULDING, PATTY 4448 GOLDENROD, CHICO Cont: PACIFIC SUNROOM CO PATIO ENCLOSURE 047-320-045 06-1961 SPAULDING, PATRICIA 4448 GOLDENROD WY, CHICO Cont: AFFORDABLE ROOFING RE ROOF 0 0 U.- Oyu-3��i�y� G, y, 5L.. � lad-�4=,: ■■ � N �---� � 047-320-045 06-1961 SPAULDING, PATRICIA , 4448 GOLDENROD WY, CHICO u�E' NOTES Cont: AFFORDABLE ROOFING - RE ROOF RESIDENTIAL APN: Permit Na Owner. Site Address: Contractor. Type of Permit: SRA FLOOD CER KATE EQUtRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE CHECKED BY DATE JOB FINALED: / O SIGNATURE +=OK o = Not OK MANUFACTURED HOMES DATE U PERMANENT FOUNDATION U SOFT -SET 1 Zoning -Setbacks -Easements , 2 Soits; Special MH Support Sketch 3 Sewer Loctn-Test; FalUCIO-Concrete 4 Wtr; Loctrt Test-Easeinent Needed -Regulator 5 Elec Loctn-Clmcs-Grad 'Amp -Concrete 6 Yard Gas; Loctn Test -Wrap Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Bickng, SzSpacing-Marriage Llne 8 Gas; MH Test -Demand Vatve-Dnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Cimcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -CIO to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Labellinsignia Numbers Serial Numbers o'r ds 'A 0 MISCELLANEOUS - DE -CK S'C9VERS'CARP0RTS'GARAGES 1 ZonfngSetbacks-Easements 2 Figs; SoilsSz-DpthSpacing-CnncirsSteel 3 Decks, Girders/Jotsts-Dcking-Brcing Stairs-GuardlHandrails 4 Wood Awn; Posts-Beams-Rftrs-_nnctrsShthg. Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-0oors 7 Electric 8 Frmg; Sills-AnchrsStuds-Rftrs Tnisses 9 Siding; Nailing -Veneer -stucco -lath 10 Roof, Shthg-Roofing 11 Ext; Steps-0oors-1-andings 12 Braced Wall pnls 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Dnnctas Thickness Dead Mendining 4 Elec Rcptds1Lting; Distance -GR 5 Elec Pool L;U.ng;15 volts-GFI 6 Elec.Erictsrs; Conduit Entries-Tgrminals-Disted T Elec Bonding; Metal wi.7-Crcitng Egp-H& 8 Elec Gmdng; Eqp w/6' Crdtng Eqp-Pool Ightg itmceis-nclsrs-Pnlboards-lrisultn to Main Conduit 9 Health Dept APpm 10 *Plmb; Cir Test Wtr Supply Test 11 Lt Niche ; 12 Endsr; Fencing -Alarms 13 Bonding, Diving board or Slide Drawing RESIDENTIAL (Single & Duplex) UNDERFLOOR 1 Zoning -Setbacks -Easements -Rood -Slope 2 Ftg Main; Soils-Elec Gmd Fig Dp. h 3 Ftg Garage; SoilsSteel-Elec Gmd Ftg Dpth 4 Fig Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12 Elec Undrgmd 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 15 Acc & Vntitn 16 Insulation DATE FRAMING 17 Sills Proper Materials & Anchrs 18 Wells Studs-Nailirig Spacing & Braces -Plates -Sound 19 Bearing Walls ovef Girders,'$ flr Nailing 20 Draft Stop In Walls (rat proof) 21 Fire Stops; Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & BeamsSi &'Bearing' 23 Hangers-Posf•Caps-Anclus:�irnctns 24 Gerling Joist-Wtr Tjes-purii,k-Roof Brac TrussShthg 25 Frpic Tie's" or Type A Flu'T . Ic Throat Clrnc �, 26 Attic Aa:, Sz &:Rmz FitclA-Draft Stop -Ins Baffles 27 Bdrm Wndws or Uiting Doors -Sill Fit & Dimensions 28 Garage Fire Prtdri Framing -RC Channel 29 Prprty Line Firewall & Opno . 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm4Use4bun4-and`urg-Fu a Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-ft Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Are PrtctnSkyL.ts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace InUExt Wall pnls 38 Insultn Walls -Ceilings 39 Infiltration Walls-Wndws d� �-P DATE JELECTRICAL 40 Fxtr & Tmsfmrr Clrnc-Ins Prtctn 41 Elec Rcptcts Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Gmd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFl 47 Subfeed Wire Sz . ❑CtJ or [:1 AL AC Wire Sz ga ❑ CU or ❑ AL 48 Range Circ oa ❑ CU or ❑AL Oven Circ Qa ❑ CU or MAL Insulated Neutral ❑Yes 0 N 49 Service4User Cndctrs & Gmd Main Dscnnct 50 Eqp Cimcs pnls-Motors-Meth Eqp 51 Clothes Closet LtShwr LI -Spa Lt 52 Smoke Detector DATE IPLUMBING 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First fir -Tub Acc 57 Test Tubi & Shwr, 2nd fir - Tub Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping ds ---off 0 DATE IMECHANICAL 61 AC Ducts Insulin & Support r 62 Vent Fan, Exhaust abv Insulin 63 Condensate Drain & Ovrfiw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrin if Furnace In attic DATE FINAL 66 Ext Steps -Door & SldeLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cimc-Comb, Air•Cnnctr In Garage; abv4lr-Ducts-Meeh Prtctn 69 Bedroom Exiling 70 GFl A Bath Fxtrs & Tub Acc-Spa 71 GFl Are Fault 72 Elec Trim & Subpni, Breaker Szs & Labels 73 Stairs, GuardlHandrails 74 Frplc or Stove, Cimc-Hearth 75 Mec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinr, Gmd Air-Gap-Dooking Cimc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fie Door, Swing -Landing- Closure 79 AC Duct In Garage -Damper. 80 Wtr Htr Vnts-Cimc-Com Air Cnnctr-PRV; abv fir Mech PrtcIn; LPG Appince Undr House 3' drain 81 Pimb; Elec & Mech Egp Listed for Loctn 82 Elec Rcptcls in Garage (GFl) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck CnstrcbrPost Caps 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Clmc Dmge Planters ❑ Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 89 Vnts abv Roof, PImb.Appinc-Frpic-Clmc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFl Rcptcl-Undrgmd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Iirspctns 95 Gas Test -Meters Tagged. Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmptnc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler ri� BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) BP061961 OFFICE M (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter T(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and Issued Date: 08/15/2006 APN: 047-320-045-000 effect. Q (,.40-5 (. G7 License Class: �-31 Lice se Number. C�/ Site Address: 4448 GOLDENROD WAY CHI SP Contracto Date: . Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: REROOF 42 SQ Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: SPAULDING PATRICIA L 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 4448 GOLDENROD WAY the Contractor's State License Law (Chapter 9 commencing with Section CHICO, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95973 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 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 Applicant: AFFORDABLE JC ROOFING owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 288 PANAMA AVENUE provided that such improvements are not intended or offered for CHICO CA sale. If however, the building or improvements are sold within one 95973 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 (530) 680-9471 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, Contractor: AFFORDABLE JC ROOFING and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 288 PANAMA AVENUE CHICO CA Cl I am Exempt under Article 3 of the Business and Professions Code 95973 Date: owner: (530) 680-9471 WORKERS' COMPENSATION DECLARATION I hereby.affirm under penalty of perjury one of the following declarations: License #: 868569 ❑ 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. Architect: ❑ 1 have and'will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy numberare: � (14-9 Carrier: ! ' gs� cD���2��� Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any persons any manner so as 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 corn/ly with those provisions. J r_ Date: C Applican WARNI Failure 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. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resoluti n to do work ' icated bo for which fees have been paid. D performance of the work for which this permit is issued (Sec 3097 Civ.) �q B Date: Name: PERMIT EXPIRES ON: Address: at ❑ 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 1 have read this application, that the above information is correct, and that I am the owner or the duly authorized 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 substance of any official form or document of Butte County. I hereby authorize representatives off Buutttte County to enter upon the above mentioned property for inspection purposes. �J , Signatur 6Aj= Print Name: S7V `[ Date: O OwnerContractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Bunning Permit 0 1- 16-09 pg I 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 RILL BE REQUIRED AT TIME OF APPLICATION Website: www.buffecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT INFORMATION OWNER INFORMATION Name Last Name Address irst Name City Address�p L C N A City r— State Zipq t Phone Lic. #g Fax E-mail APPLICANT INFORMATION CONTRACTOR Name �) Address Zip City Fax State CA Z4' 73 Phone r— Fax B 3Sb 'q 3 E-mail Planner Lic. #g CllassD APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE For office use only: Zoning Property Address &A9 Flood Zone Cross Street SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT \ NO. BP BIN # PROJECT LOCATION AP# Property Address &A9 City C-) Cross Street WORKER'S COMPENSATION Policy Number Carrier 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 Pade 1 of 2 Description or Scope of Work: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): 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 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: Amount: Bldg SRA Receipt #: Sheriff IP Date: Other REV 8-12-05 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 BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed 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 faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (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) Floor 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). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). 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). ❑ 2. Impact Fees. ❑ 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). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. 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. 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 for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 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 REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Nameirst Na e Addres City Sti4 Zip Phone?941 © Fax E-mail • .- -r d_ . City Address Zp �:' : _ ., APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zp City Fax State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT NAME Name Address City State Zp Phone Fax E-mail APPLICANT SIGNATURE X 1�` � z /,L� I For office use only: Zoning AN Flood Zone SRA I Yes I No Oc c. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP BIN # Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): 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 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. OVER FOR SUBMITTAL REQUIREMENTS U K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: lcfllI — Amount: 220 • — Bldg Receipt #: A- I $ g� Date: I ,_.q. 0,4 SRA Sheriff SMIP Other 22d Total REV 7-27-04 LOCATION AN Property Address Ci Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyonepider than license contractors, a certificate of worker's compensado must be shown at the time of permit issuance. LENDING AG —Nam Address Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): 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 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. OVER FOR SUBMITTAL REQUIREMENTS U K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: lcfllI — Amount: 220 • — Bldg Receipt #: A- I $ g� Date: I ,_.q. 0,4 SRA Sheriff SMIP Other 22d Total REV 7-27-04 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 BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paperl) 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 for 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) Floor 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). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). �l3—Sanitation and site p an_approVal from-ths�ronmentaLHealih-e, 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). ❑ 2. Impact Fees. ❑ 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. Contractors 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). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 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. 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. 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 for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc.Page 2 of 2 Rte/ 7-27_04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Si ALALpC. ASSESSOR LN O4-'7- v45 4--� ASSESSO CE UMBER 3 a � Proposed Building Use?^-:' -T i o & C_L O S L.t_ P_ E: ( 2 ep"Gounter Technician: k2F ✓ Date: ► :) - 4-�r • o4 - Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. _U_ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. rr ' ❑ 9. Metal bldgs: (A) Metal Bldg Plans,}(B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet-signediby the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings 0 13. Detached Accessory Building Form filled out by the owner �014. Hazardous Material Form Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)? ❑ 17. Fire Sprinklers.................................................................................:...A, .... . ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Se f b"VI 7 % 1' 'l ' ❑ 19. Soils Report and/or Engineered Foundation required .................`... ..... `........... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet..............:...1�. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ❑ 24. Planning approval (A) Use: OIL (B)Parking: (C) Parcel Check: I o ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization ... :................................................................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone _ �,-��. asg rv,) and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. I Applicant: ��. �-il a. Date: ��_ o� _ e-) ZZ 1. Index permit application for the aboveitems6umbered: Plan Check Cetter -� items required CSac , signer, owner, was advised of the above data by ?" phone, ❑ mail, ❑ counter, by ��� Date: , designer, o e as advised of thea d by ❑ phone, ❑ mail, ❑ count b Date: Plans reviewed by: Date: Plans approved by: Date: Structural, reviewed by: Date: Structural approved by: Dater _�#� Note transfer by: Date: �. Yellow: Building Divisio �- �:�. ���5 0 A, E.H. USE ONLY f Piot Plan Attached RoosIan Attached BJ Seem to G.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance S �ldl 44g Gold rdo� _ �17-3ZU—o4-5' Owner 0 Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling.--9thw a ;t:� e,, &1eyelee, Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 NOTES PERMIT NO. RESIDENTIAL U4 /-320-045. _ - . -. SPAULDING, PATTY 4448 GOLDENROD, CHICO Cont: PACIFIC SUNROOM CO PATIO ENCLOSURE SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ., FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature J=OK 0 = Not OK . = NotReadyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect 9. 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Braced Wall Panels Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line 1. 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date - Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B71 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 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. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 68. 20. Shower Pan; Test, First Floor -Tub Access 69. 21. Test Tub & Shower, Second Floor -Tub Access 70. 22. Gas Pipe; Sixe & Anchors 71. Fireplace or Stove, Clearance -Hearth 23. Fire Sprinkler; Test Elec. Outlets at Wood Panel, Int. & Ext. 73. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 76. 24. Fixture & Transformer Clearance -Ins. Protection 77. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 78. 26. Size Boxes & No. of Conductors Stapled 79. 27. Romex Installed Close to Edge of Studs & C.J. 80. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 81. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 82. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral O Yes ❑ No 83. 32. Service -Riser Conductors & Ground Main Disconnect 84. 33. Equip. Clearances Panels-Motors-Mech. Equip. 85. 34. Clothes Closet Light -Shower Light -Spa Light 86. 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date Ventilation Throughout House Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 96. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 41. Sills Proper Materials & Anchors Card B-1 Date Card B-1 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. I nfi Itration-Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: @w- 32' /-!a[1S z�- 0 DaL E�Li P SEPTIC n�ErtQ �.� say( 966: y� cc) X99- F9©7 Al Y - a.00 -, lad , ne)I I RpAVD 4-61 OTE I \ _ U.:r-- aPoser,� PLANNING DIVISION - BUILDING PLAN APPIAMmL � I � Parma Use: Y Date: I ... Q Parking: Landscaping: Other. Signature: i IL i --- .. O ` _ I3�hR _ TSI AllY 1 __11I_i �t.11_Co_.._, .�► .... 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R=fTjt(Y r ENCLOSURE FRONT ELE\/gT/OrV T.YI�/CAL ENCLOSURE• FLOOR PLAN / f., -- FUL. t_ HE/GI.T F� LL NcE/GNT CE•rinl MALE SE8 DET�I F -MAL -SEE CET.O �OLwO PANEL �/ ��.'•;: \ W/NCGW JAMB LID Z LL N-/ONT IGHr G / / /. \\� W/NOOW ��. ry"r9 (Z 7-0p %�� BOTTOM �+ CPSr,/^INO SEE M^9• SOLID l'ANEr / //, ErV G'ZTwe .•./ FULL NelGNrl / •' /: \ W/NDOW�Lf EXTRUS/On/ / %d'¢'Po�'R/ov6T OR SOLO / / • • FA ST.JJ_RS SAw+EI `\\ G TEK sCR-Wm24'•% pq OL �d d ITEM, SC E'v OR Ae C CET l5 \ W/-/E.ZE JAh/0 OCCURS wr~OOW / r ' Y -/CAS v%L e � /G' . ° •/. WHE..s PANEL TYr/GAL MALE 7'O 24 E XYST/N53 SrRGJCTtJRE O I I O4E OP TA/e3e S/pE� HAY GG 6NCLo'Ie0 W" JOL/D PANEL, (NON-BeA/Ql/•.p) OEE 06T.O OPT/OVAL - CPT/ONAL FULL NE/OMT E?NOwALL COGR SOLID WALL ALL LOCAT/ O.V 9 DOOR (-21 li ' Ew�ST. ..• � � v ? I6O 'PCJ`/ R /JET oR 0000 CONO/Y/py .�•• " .• I'. : "•d•'��� USE 8'"./2° ,•'. '' G'TEK' SCR_W L> FULL Nen.`T 2/r'Y, TY r /CAL `H'! OA.:J H' �� 7N/CKENEO SLAG , 1 %q'C %4'd A/•rc�.OFS sae DETl0 999 ro /'SAN --L ■ Bim' E C //O MrY/ LJ/N 2%¢'C �/p"Q ANCNO :S � SEED FCR "+raF' ENCLbSEO PAT/O COVER 4LrEALtiA-Es _ PANEL - /fA/.IEL MULL /Oh/ % •/R-vdR/VET o " I en tE 241-4 TY/- TEK' . FULL NE/p)-rr SOLID PANEL t PULL HT. MALE 70 FEMALE EA. S/OE STANDAR(QN' ABOVE $BELOW ~N /-' FULL HT�eMALE SEE OfiT. 1.1 W/NOOW °i, +.....p✓- CET.(Il SEB GET. 2 I I `J o PANs A e.ove A,., {. U(7..9 �1 • 4 - m" wrNOow OJAn•l0 C F sac ODErU NrNo . eer� FOS /^ •/` ALTElt/./nT>=9 r�0'�/Fb'�'RrVET CR�Co i'EK SCREWS C 6q,ENp � C24JY MAX �.•r ••>. GET.WE6N TYP. EA. 9l +` :w `� W/NOOW J.WHTC MALe gFEM4LE W/NbOW - W/NOOW r MATED MULLION 1 E o t,•o OO -90 -�� O ood C O C Dl Ye d �OP"R/VerCR'Co SOLX � L � 3 TEK 9CREWe/G>•� OFY /N o TYPICAL MALE T.'7 F -MALE -s.062' FA G7' " `6TBNER9 C SOLO PANEL �2"/c M.AX. FULL NGIONr 1 , ' j ti -,-Dow NE/dMT STANOARO'N' ♦ / \ SEE 057 O / W/NOOW JAMO O W/NOOw FULL HEIGHT : OcEN/NO 56E O -T© /VET OR •'G 40'i ,TYP EACH 5/OE TEK SCR_W (2 24'> WHERE JAMO OCG URS ANO 24'•b WHERE PANEL �E= Q FC6C OCCURS ALTE1-.•INA TES I�ANEL MULL/ONr—nom _ 1 .6'x',30' �'C•POrd'R/V6Y OR 'EX/ST/N6 9rR UCTURE '(� G TEK' SCREWS \ �/4 WOCO 6CREw L° 9d'q � e_L/o woos dl BACK/N6/ "/O MOLLY / j BOLT'-' o rg'a� AT HOLLOW WALL fe 4 e CoNC. Cs•, 0OWJAA4e MA9CNRY WALL. NOG' -V IO'e •POP'R/VET C.Z / . xlN.i SEE G•Te EK'9CRw c / GJ 244' y wHE.zE JANE OCCURS ANO CAULK c EXT--R/CIL LL GIYr SEED FOR W.YERE PANEL Ie'As•PCP'R/Ve-r ALTEri.VATES OCCUR 9, TYP/CAL OR`G'TEK'ScA.Ew EACH SIGs CTOP BOTTOM f W/NOOtN- W/NOOW r�i ®f0/ K BETWEEN STANDARD H MULLION `\L'%J V�/EsiTNER SEAL r G - OCC HEAD JAMB "Tct U S 104 SOL/O PANEL w OOW IL UTEO Z.,:5 D2 5.32'K.o5l, M/N.. NI "G OM9 E 24 / MAX. /T-Y(�/CAL - CORNER-` L/2 q /4-1x.� 0 d Q o o.I.. oo.. a o: ° e �n •OS 4 J TYr r m JAA.fB O 0 J r Tyr - n.6 r _e. •OQ' FYI- a.00 YPa.0' + SS/L 1 r N 0 O U w co EA O T p+t>;w.n MAT/Nc NON BEAR/NC3 BE.9R/NC SYSTeM / foo¢ _HSG AwM FEMALE SEC770 ( 2 TO/� TRACK 3 TOS TRACK \� BOTTOM TRACK \5/ ALUM. ( W/NOON P/iRTS \"/ STANOARO°H� \•/ CHANNEL r SOLID PANEL )H� IGHT v Y -`/•-L;f�\•= �B'•POP'RSNCc RTE W OR ¢G TEK'?E' 2¢' 14A -K .) "C 07-0 OT1rV"0 EA. SIDE WSre=e4a/JOT SHON qOTyP/UL ATTACHMENT TO St -AO SAMG A9O�-- DOOR JAMB _ I �n •OS 4 J TYr r m JAA.fB O 0 J r Tyr - n.6 r _e. •OQ' FYI- a.00 YPa.0' + SS/L 1 r N 0 O U w co EA O T p+t>;w.n MAT/Nc NON BEAR/NC3 BE.9R/NC SYSTeM / foo¢ _HSG AwM FEMALE SEC770 ( 2 TO/� TRACK 3 TOS TRACK \� BOTTOM TRACK \5/ ALUM. 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Nm, n22 ny m.FoN� D`� �N momE ,>cim < J-1 A lUp ]p y 41> O0� r l nw tit n� y y 6 F. 1,ck ; r N1 0r Loi Zy:tM, m Npj�yA llr>m °CAI DD r my c r n <m mi rte@ �@ �Or�n pZ r Q2 > > L n 2' 0 C rn214 �2A 0 y£ ��� Oy0 moiFy`'1 �nN�msp� {€ {0 1� mAr�m i 1D o� 3mo ym 0 0 >N n IDT�� Zip�F� y n m 0y C Z�2o m 1 nrpE m ul 0 11 O m ;o Zi 2m m �rfn 2m��"3�n r -i E o°mo > ZZ A� �p�1 l °A @ t �1 [` �mx 0�r1@D mp�$ 0� t ZQQ� S�A �� Ea�r0A� A NN o Ac�no 0 r� N 0,m x ti 2j�tD m1n�r m p< Zug! @rte m l�mm z mmAr Wa>;0 N N A moi rf@ A L �0 0�' �2 �@ spy A�Oa�O A�g�� � or�r vm m� r 0 0> a �3mo'= Amo n Nr c�tn o m ��''0F iso �Ln > oma Mx rA �i Zi p mo m �1> ploy i � Lk �mNr� ° m Ar, c y 2 m 1' @ i0 Ar y O emir m A2 l7 (� 0 n@ molt a 0�0 030@ ° 1 i �N>r rn 2 r'U�'(n `a°2� m mm NmF n p° cta §��t� m{n , Hbto �o s rtn�°DZ 0 £ �� rF m4,� i oa C. Y @� crl t > ay y (7• AA Zo m ro' A2 @m 0 v m� FAL: nNN� A0 yA.a a0 r-,), NtOmmy m� ?�� �m � Z �m�ly z�2� m i 3'o m i�(11 2,��,5o yrs nm iA o Is my /o -o Max. J •$��� Vol �yro > a p �0�' O�orED m r c> A0 Do 'OF 4 0�r�n �'��'�' �miZ F �o �� *Z�°e.o n�io'>r 0m5 1 � o �° o€mom j,�� �\1q> R 6> ��' ����n Z�> 2D €A Zc�mt� mfr AA ° �0 x� >t�g~� . Zo ?r y�( gg r�ry(c o @ g0 to � 3 i o �� J �g �m ENGLO�UFLE ALLMETBUILDING PROD UCTSM ICBO EVALUATION AsxroNVANR�e,Assocn•c . 227 S. r ei�a t�ouw� 751 rx9 SERVICE INC. REPORT B ^•"" o2 YSTEM DETAILS P.O. Box 00167 ►7(7s)M163 j v rdgr,one Z1'I2gsalt fex 02144112-M413 „FAMT. NO. 3190-P I • Lii J Zi SNxll tr . �• Yy 4^ :��•`,\; •'� a` o� f�tss�oyY Yfa.. �.+N�. �. •' `.. m ®�O P0 In Rt Q�r iA " In a M 31 rD a � zoo a A Ln > ,Y'j i` cs �a UI -p E` U i �>)� 1a O o� 1 �L nF • n a n n n o ,� n W ° n n o ,W n p n P n o4 J 0, �ar>< J o ' .o � i .► a J 0 r ro�o o -1 ggL z 0 Lmu m 0 mD 1 0, •n o ' v F rj n p O J v p fA @ 1 ul P y q t\ O o J A �i ►) O 0, 0 ►J " " p I I l0 I I l 0 l I I pI I l0I \I I l 0°I l 00. C) l l l l l OJl Oo•JJ Q ((11000 ZoR m� a N C ul N �° ° a l° a n 't yl tin `o � In ° rn m i 00 a \D acs°p et rr ti � 0 tv 'I i4,Z� r p 0 D a 3 � �a1„ �� l o�• J JJ o O Ooa.4 o I I m° I 0 J I � 0%J m 0 DO m m mmJJ rnUa J m Jl C y; Rel m> o o ` \0 m iv "r o °r p O C� o o :� r I I roto o; 0 u1 tj� Ir, F r a ' O a a a OD p 6 )" O 01 ,, D roOz:c � DD. W 0 p DDO L � o 0 0 a �.o� o�Z �01°, D.e.na -r♦!- y 0 cm QO o t,n ��� o JO mJ J oda �D o u r 0 �3°? A 0 r a 3° W tv 0 3 0 W ti o .� W L �► r, 0" p D J O x 0 J a Z O J J 0 . N Ut P P A 3 , ,A( \ Z 1 2 i t aZ' F 7 �o Z �N 2 F 2 Z y o Z r r Z Qor Z� Zt :0 0���0 \J �p 0zz Z ;? \ \c (J p 0 0 J < 0 c� in u! n 4, a Z ° lc�10�1 il n m J eJ A a J!,►J .c .r'.0J \0 \0., 0 0J 06o o o a 9 p W :o ♦ •p 0 o w 0 \0 D o m .1 J 0 lY -P ` il nt IO N 0 0 0 Q ool W4. a lP -►a .� lV -A -P W '1` -t` W ►; C X a 0 o` 0, • I l 0% 0 a ♦ a a � - a s � 3 a a � , ri 0 a O �n 0 Oh .n r ;0 m ®�O P0 In Rt Q�r iA " In a M 31 rD 0+ Ln `lr n I V+ z 0 UI -p E` U i 0 _rn D! I 0 y 1 i W a W ° p W W a 1 W ,W m m 10O D J o ' .o � i .► a J 0 \0 6% 03 J o -1 ggL z 0 Lmu m 0 mD 1 0, •n o ' v F rj p O J v p fA @ 1 ul P y q t\ O o J A �i O O 0, 0 O £ £ yy \I r 0 0Z a J C ul a a c O yl `o w 0 00 a \D acs°p et rr ti � 0 tv u i4,Z� r p 0 D a 3 � r ac r n 0 o o u o m E: a o p O Z0 J 0 u1 tj� �m ENCLOSURE � S't'STEM TABLES ALLMET BUILDING PRODUCTS wa 227 S Town Fmt Blvd M�� TX 75149 P.O. Box SS01t:3 A4oQuik 1. 7s1fl10163 a Tckpt,a,c 214.285 8811 fac 214882 3 A;t, t r a t.., . cn In n iA " In a _ 0+ Ln `lr n I V+ J 0 UI -p W U i 0 JI D! J 0 0 K J J 0 m m J o 0 o 0. 0( I 0 0 0 0 0 o 0 0 0 r m2 p O J v p fA @ y J O J J J w m 0, £ x 0Z a J C ul a a c O yl `o w 0 00 a \D acs°p et rr 0 r 0 r p 0 D 3 r 0 r Z r n o a 0 05 C J 0 u1 tj� F \0 01 ,, 0 roOz:c ZD W 0 C o 0 0 a �.o� 0 3 -r♦!- y j O" 0 r i� w 7 s+ .0 0" p D J O x 0 J a 0 O J J 0 N Ut P P A 3 , ,A( \ 2 J 7 �o �N p 0 0 J rj c� in u! n 4, a Z ° lc�10�1 m J a .c .I) � a 9 \i W :o ♦ •p 0 o fD L 0 \0 D o m .1 J 0 0 o il nt IO N 0 0 0 Q ool I- I l 0% 0 a ♦ a a � - ° a a � , ri 0 a �n .n r ;0 0\0\00im0 J JP 1' a p A N a 0 a J , J , , ♦ ALLMET BUILDING PRODUCTS wa 227 S Town Fmt Blvd M�� TX 75149 P.O. Box SS01t:3 A4oQuik 1. 7s1fl10163 a Tckpt,a,c 214.285 8811 fac 214882 3 A;t, t r a t.., . cn In n iA " In a _ 0+ Ln 2 3 n I V+ '' o J J 0 m m J , a ' I I 03 , a a m2 p O J v p fA @ \I J O J J J o m 0, £ x 0Z a J C ul a a c O yl `o w 0 00 a \D acs°p et rr 0 r 0 r p 0 D 3 r 0 r Z r n o a C Q F F roOz:c ZD 0 O`D`s o moo O JV6- �.o� m 0 j O" 0 r i� 7 s+ .0 0" p D J O 0 0 J a m i� 0 :r , 2 J 7 �o �N 0 3 rj I F 0 Z ° 2 .c .I) � a 9 :a :o ♦ a ZZ dol ool I- > ♦ 0% 0 a a aoz�c a a, o a 0 a C D r r C 0 m ICBO EVALUATION. ASICI'ON YANK ;SERVICE INC. REPORT—�...... : �. NO. 3190-P n iA " a _ 0+ D 2 3 n I V+ J J 0 m m J , a ' I I 03 , a a m2 p 1 x 0Z a p o c O yl mf>J 3 �ODo0 o a C � F F roOz:c j r rn J J p D J1 O 0 J 2 m D r �o �N 3 ZZ > ♦ a a a a a, o a 0 a .n ICBO EVALUATION. ASICI'ON YANK ;SERVICE INC. REPORT—�...... : �. NO. 3190-P �t (01 arr/OwJAL At.uM/w M �urr44yi41x/A CONT1NuOLf ,/t�,tlM. eNAAa/IL w Y Roq/- oANeL D4C OQT�t t•a.w� w lo.D� TROOP FOAAJGL � • 74. 6 J.��I wee O/7' s� tN•ecW.d C? -OR G1lAM 7Eir,l x"60. ALOM. -,-Oer- aMI POST 'rQ 3° SO SEAM D . ,00015 -rd ALUM G�N�EC7"OR eI.+C10 Z f �KWIK" COLTD 7 7•Yl- aw. 6Na QOo7-1-G ALUM. /=OST- •T•" BRACKET l�J A".ALYN, �70-1 n •� ,'60. ALUM. 'QyT •BCAGKG.T. 11c�1711"f0 - • •_ T•/'RACKer n'le•.e�/a. L '(I /O• • araaL P I,tr-Jr- wYl1.L cl �tool� j I•IK w000 fyC4rivfl M/ALf- ATTJIGNMRNT pifL, i-ae O*sq/l OfCol'Ye MAx, cm9ma RMre4y OQi GzleT/N0 MAWS• /�/�'M MfN lMVM /NrV V{G �p ou0 wood -OvGR LJ7c 2- M�� c�/� f9RC�O r��Co trSAa ! •1G /`9P rM / r+� . ACTT CHMENT/ST. SAVE A7'7.4CHMENT �vJ r , 004•H9O AL UM/NLri/ QR O vr., i FO MED iJf� ALur(. ���• h dMe. �. 1 . , co/rC4ei"e PpOr�,..is acri 9ZA--Z r00»N6, reA CVOL. 1V scaa 7IQ TY\Du! QN CONOITfON 0%00. PAl-Zp PC.;?. 9/Za AT .iffXl97'/w/@ 8LA6 AT __"gjeL I 6207-II.IG AT 1 OLJ-,t0 GO/JGLtLT�- 1c'09T TC FDOT/NCS COMNL-CTIONS`OJ 'R ■ 1�•1 ■ �1� LA/AL4 • ==aj YS AL LJM. WALL _CHANNEL �► r loco Par HOr CV" s' aLQGT.QOrLATiD * C041 -ORM � erM Am= L �( 6A Do 0. A&-4um)(dt/M fAereNERe %HALA 120,24-T4.At.L r� //S(liaLtNERD ILL- LG �ALpjA Ze01 . erA/ss SYRrL CK CAOMIL/M PILAMD Act OOL7af. irLtLL CONI.1QRM •TO A, 95.7: M, efl-r1, A-1107. •fo0!- R/v4r7 �.wILL 95n'YC�6 w�pOsO ALUM/NUM R/v17''. t;,4R,ppn/ BTI�L Pc.Arao IgANOR IL A66 MANfJR,•,Cr1J.R/O 4Y TNI LJ..FI. cO.4-Oo"T/ON. (t CXCMF-r COLTV P -e -m. NQTv -10). "i. LA0 9501.7'0 vMALL dM );OTALLGR wl.eaQQp,°a0 LIAO MOL40 PaQ TNI NATIONAL 04 O&.1 p1-lC1J-/G{r)o;�, I,.,.�TIaT ao(TrCN. Q ArTACNao f1•ario GOvaR aTA 7-&/Raa, i'iR Ar11r..61k oea d//D 4/- TM: VN/PDAM. pLJ/LOfNm COOL, MAY pK iNCLOafO NlTf/ AtAp)f,`/ TR�-w,avMOVA LI Tf4ANaLNCINY OR T,SeAA//�v(eA•AAINGTTI•[.{•77IG� MORI 7'bsTtt�MLii,��siC NAfC1.b�vtd@�w�6�nDair/i/vp/�j pea 7• NOLQe ^� 901.T� eNALL 95p QOI-r o/AMCTL',� /-LUW J(O NCN hJA7N MUM fJSI IrANDARo P( -.ire kNeNORs cw ALL DOLT/ !O. c,cr+�n+e l�Q..b/ QRCLTe 701 Lt Os tr/ KW(K"OPL7��OQ (QUAL *Alk G ,jarC •40 &IVAmCd Aa' -VO Ty0%%M:TiRe. MIN(M1JM //• MACH /Ne'TAr_LAr//old 'SMALL DaAR AN I�MNrI/•Ylwo TAS p/vlNi TMI NAMt ANp ADCR ea or rXI NAVY ACTUMA, S.C. D.O .0 AAA ld0/ 0V*fON LOAD• VFiwetOSAe(LIr-e 112• ./t1. ITeM•a Pa zrA1;IN* rO CACM r-ARrfCNLAR /NOrALLArIoN 5NA1.L ON G/RCLID, S.M. PRO-jarrlON, I -00,r epAC(1.0, �pQrINM GMrAIL, arc. 096 OP6C/AL /h/011401 -Ie J POR H/Lr) •kW/K• COLrO !1►QIDRC D F04 A{L /N DTAL•L•►T/O+/O WNeALe /•OL1 T✓iJ4' /9 ?,} /N Vii OA; L-A/�f�a/C• /N L/OLJ OP T/I16 a#-ae/AL /N„+4CrI0Al t1/e•AANC/0q p0(.r0 K O• L"O MAY AI ♦uperfrc/rmc POR •KWIAC” 95oL7�K 1f. TMs ROO/• I+ANCL FCS TM/S f44rfO COWa,q gsyWF tM /5 A/MON 7w'Cm ALUM. OK.(.avaG PAAML wlrN J-QAM CORA /-404 XC60 f,5, /S. ALI- ALUM/NNM fN Cp)./T>\Cr WITH 0(601"MAM MArff^IALS WMA" 69 raerccrao /-af¢ up0 sacro; aor/.o.12, - M. /ALL W000 lmcdf✓/NC k/OeO 80AAWa 97/ALL 04r•v8 A A41ldlMLlAf SLVC4, /C GRAV/V-�• OP SO. 7NO ml troop WcfREwe 12"IA" A%bos A mloel""4 00,40//•0 Y74LO Mr"JG7p4 (R.b) A- 70.%,oC APPROVED EI Ni I VWvm N0. FR -2C Z@i T 0 ' d veLoLLe02ST 01 T9b2 F -2S t - T L ' TOdd 911 I T I MS 13W -1d �Jd 9T : T 666T 6T -ln r ?0iZ0 • d veL0LL8F?SS T 01 T 9V2 3ZS . t7TL ' G0a8 au a -i I na 131411U dd L T : Z T 666T 6T -inf e ,tk it r. Building Permit Number: 6 `�� '.3 SEG`✓ Owner Name: Residential Construction Requirements DIPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on.same without written permission from the Building Division, County of.Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW —_ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, - " H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Ffood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to. concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number Q Owner Name: • C Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. }- Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures qd equipment including oa�hangs shall be clear of all easements. A setback ofAa�eet from the side and eet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right. of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil maybe encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. NOTES RESIDENTIAL PERMIT NO. in A. N o��_32v_c��s SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS S.UB-STANDARD HOUSING LETTER i i JOB FINALES (tate) .K o-`( ^ _ Signature J=OK 0 = Not OK . = NotReadyahle MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; -/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; _MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date, Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected _ 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Data Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Eiec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test. -Water Supply Test 11. Light Niche 12. Enclosure; Fencing. -Alarms Eats Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready e RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 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. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date 15. Access & Ventilation 16. Insulation 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access -22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 59. Glazing Area -Glass Protection -Skylights -Plastic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection Date _ 25. Elec. Receptacles Spacing -Lights & Switches at Doors Date 26. Size Boxes & No. of Conductors Stapled Date 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/- /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 72. Elec. Outlets at Wood Panel, Int. & Ext. - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. 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 _ 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69.. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. - 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive O Yes O NoMalks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: �-i @ WELL /7)P 14 7 - 7— Po t k, o- (9- e-, 'CVLC n?QQL E -QUIP - Q!s6prle- f-RA/Z po ITC Po'Pry CA -L" Cj�� C40L. 9,-o ut, I.- i /Al'�'Lt -e I "PLANNING DIVISION - BUILDING PLAN APPROVAL Use: Date: Parking: - Landscaping: Other. Signature: rob-, f2 C � L.- I I I bli - � &I 0 Z-L-Z— L) 1 15K___.... ..� .___ESL... � .. , upro I g ids l/ l is S •/� .4•'9M?.•"/R 01D -ATa w 7Mb 1. / =a NE OPREN-cIV=e.1z1_ =t.3t SrACG /2' � 'iii 0 • p o p ••' • p. O o' o• ••�o 0 o O •.o �r 8 OPT/OVAL TOP d ALUM/NU/•I MACACM , or OLITTE FA SC/A OPL/CE h.lur ¢ Ov6R MULL/GN RIVCTI'L0/4'•/0 . •L ®CO✓d'T/NUOU ��HANNEL W �°T� O e HANG � .POP R/vET� c/e"a. TOP 41,OOTTOM 7b ROOP PANEL• _ TOP BOTTOM TRAGK BEAR FIRMLY ON MULL/ON SECT/ON � C,P 1=A TO /NSTALL.IT/ON � OP FA STeNERg p9�/4� ~ 5 /6 Q7 /8 �'J ♦�B/LL SEED '14'� EX/�ANS/ON A'•IC!•/ORS ,�`• C 79, 80 0 901-11-H WINO. D/e'p ^"CyOR4 49 //O MPH W/NC2 L061T6• /-.14CHC.Q EA- SIDE C. MULL/ Caw NOTE «/¢ / BANE A9 TOP TRACK TO •w.., . � is BOTTOM TRACK / •<'•"•+p: SPL ICG 7'0 OE �� '5MIN/MLN PROM 9G�i VERT' MULL/ON - ( 4uno . r -OAJ T. OR NE W ` GONG. SLAB /N L` pu••/syr GOOD CONDITION I Lae 6• rr� TH/CKENEO SLap r EQ6E C //O M/7'/ WIN "+r„ n+ ENCLOSED PAT/O CO.\/ LM �e .POdR/VET OR •G •TEK' S eV7 • /, TYR 4y' ALL MALE TO F MALE ISA. S/QE �ee ! zxrrFULL fir EYNLE � 993E OET.� �O PANQ ABOVE W/NOOW o.a • � ?469 r� 4, K » WINDOW JAMD N W/NOOQ(�EN/H0 SAG oz: U ALTEiV,IATE9 '/e'�'POP'R/VET OR�G 'TtK �ySCREWS N Eat.ENO C /241 MAK .>•/ "o 15A= EEN TYP. -A.31 W/NOOW JAYS 70 MALe llE—LE MATED MULLfON r� 'E v' `C /. //3' UU7 .44 p -90• �� O .Doo• FMT/O COVER sea OWp.FR-2C 3 ALO 97J�T ML'TP L SCREWS EA. 1P -10E TO MULL /CN > OW. o° o h © Zao 2 ?y � Wtu 0 - 00� �J FULL Hwl.9 ,a ? 0 W 0 �6 na �POP'R/VET 01 OR G ITeK'SC.Z�W W 042; •/•e' A '%, TYPICAL MLE f FEMAL- TO PANEL [N � 7K 0 FULL HE/ohT /� .•,!. ,•�% ENCLO SUlQE lU GV"1T/ON FULL (HEIGHT/�� LL H MALE SE EE CT,O/ _ 9993 Oe•N93RAL NOT936 FOR RE+C EO OPB, AAAA Owb• FR -2p G••MIN.J ;;0 F j e TANOAAo MULLIO-lb '9. 9PAC/NG SBB TAOLe9 Owo.FR-4D.I E X/STINO STRUCTURE FOG 6ABLL RCGP r"q-ON TfNtU L, OWES / sR-/ 6R-3 PATO COv93R SEG OwoOW- 2C 9 C O i ONeOP 7W& -Se 510C.3Y F MABa ENCLOSED >V/m /OET.O ELD CNON-BBIW/N0) vi. e OFT/ONAL - OI"T/OVAL O I FULL H6/pHT ENOMH/„L 0004 / • //: j O Q I ' PANeL WALL LOCAT/ONS STO BOOTTOM 1 Z SeCT/N, 26' I`•I�><. Ol( VARYTO SUIT A T� N/N/NLM y MXI ML,? LLHNGTH PCR RLCo6N/Z D PAT/0 COVER =CGO 93.3. ENCLOSURE FRONT iITYP/CAL- •ENCLOSURE FLOOR /CLAN GNT �� ��� FULL. HE/6HT FULL HEIGHT �—� SEE GE�.I •�I L�"MALE SEH OE7' /� FEMALE SEE CE7-90L:/O VPANEL �J ofl w/» SOLO PANEL //" % W/NCOW JAMB yip g4g3 C' TOP FULL HE/DHT OP6 NG SEE BOTTOM /� MAx LYT B SOLID PANEL FULL HEIGHT %d'd °POId'R/ver OR Yi`T93Ko SCREWN/6' e TYP/CAL IIVV a ro .• � Ie/� °POP'R/VET oA n =6 •TEK' SCReW E FULL HL'I PHr SrANOAAD �H' AMC/AAS TO /PANEL See DETy, 2 %¢/C D�e°�ANGHORS SEE A FOR V ALTERVA, ES �1']/ .PANEL -PANEL MULL/O 'h,�B .FULL NE/0' � SOL/O PANE 993E OET.Q1 N' AaOVe WBE OOLLOVI MAT//JC, NON BEAR/NO J I FEMALE SBCT/OZ 2 ! TO/� TRACK \vJ FASC CET /© S.C1dNs SAME A-5 PANEL FULL HC/mFlT Y/ � // � • \11 �T/ _\ LJXNV _ wH N n W/NOOW JgM6 SOL/O PANEL FULL HE/10H7 / FJOLIO IIJEL e WOCeCL/O \ dBEL.O.V CORN \ \ 4.6 W 4d/q L° _OLIO wOOt7 � WOOW ExTAu9/OIJ '�•POP'R/QV 67- OR TEK SOLID / �/•/ O O WHERE JAMA OCCURS ANO /24'•% WHERE PANEL BACK/N6/ ^C/O MOLLY - wlNpoW h . WHERE PANEL - MULL/ON f'�n '.CURS BOLTS a¢g/01 AT /VET 02'G -K SCREW E IG°•c 'P/CAL MALE TOFEMALE G'TEK' 6GREW9 _� HOLLOW WALL A 6TENERS C \ MAX. S/I4°•/O,TYP, EA. S/DE OOWJA/•(B MASONRY WALL. �I�(�N(r 993E �e'� 'POP'RIVET OQ U C°°TEK'9CRCW e 124- IeS JAMB SEED FOR OC OCCURS ANO 24•'•4. WHERE PANEL OCCURS, TYPICAL ' OQ/d�P i ALTF1iNATE9 EACH SNOB W/NOOW-WINDOW N TOP B ®4e/•�6 STANDARD "H MULL ION �\i /� � �n/EATHE MAT//JC, NON BEAR/NO J I FEMALE SBCT/OZ 2 ! TO/� TRACK \vJ FASC CET /© S.C1dNs SAME A-5 PANEL FULL HC/mFlT Y/ � // � • \11 �T/ _\ LJXNV _ wH N n W/NOOW JgM6 SOL/O PANEL FULL HE/10H7 / FJOLIO IIJEL TYP/ GAL 1� O. \ dBEL.O.V CORN \ -15C H S/OE 40'9oI � WOOW ExTAu9/OIJ '�•POP'R/QV 67- OR TEK SOLID / �/•/ O O WHERE JAMA OCCURS ANO /24'•% WHERE PANEL SCR -W B 24'•/ IE/•2E JAMA OCCURS - wlNpoW h . WHERE PANEL - MULL/ON f'�n '.CURS �>� •POP' IQ VSr OR /VET 02'G -K SCREW E IG°•c 'P/CAL MALE TOFEMALE G'TEK' 6GREW9 _� SOL/C? PANEL ABOVE % BELOW WINDOW A 6TENERS C \ MAX. HEIGHT STANDARD °N' l: // 993E OEi:O // \ W/NOOW JgM6 SOL/O PANEL FULL HE/10H7 / O W/NOOw SEE �E�I`JNO /I/e ��ro �' R/vE�• OR KI "G TEK SC.RE W C' / •G •�SC2W -15C H S/OE 40'9oI @ -2+1% WHERE JAMA OCCURS ANO /24'•% WHERE PANEL FOR AL c OCCURS NATES W/NOOW- PANEL MULL/ON f'�n .63• 30• �>� •POP' IQ VSr OR EX/ST/N6 STRUCTURE 'j� G'TEK' 6GREW9 _� I I I S/I4°•/O,TYP, EA. S/DE O OGQ HEAD JAMB FLLlTEO 11((., �.94'•� 'l 'J.92'x.OD5 MIN. �j�� co RNE Q \iJl 1'/4z 6 : x/12 - nL1x} °. O•: Q • -O.• O O • C Q • • , O . 0 0 o 6 •o. o / `" SOL/O PANEL He/GHr MIN. •,"C 7 4• O� �6'�`�oP'R/vET 441 NAx /9 v 7 /O O OR G TEK' SCRE1W OP'R/NOT e46 C ffrKr= S FOR PORT/ONS TEK'SCREW �R @40'•1• BG-'TW6EN NOT SHOWN SEE AO . OTTOM f TYP/UL EA. Sloe BETWEEN ATTACHMENT TO r ' /� SLAG sAM@ ASO�� \ R SEAL � G DOOR JAMB lri f•�/1 j� LJL ;. .OG2� vim•, •{---} 501 /I I o .los' osM .197' 4- • lel' m JAM8 c •aQ° .oG2• N .09d Q9d ` r roi r° 55 ZEEin _ r .050• TYP, v TYI� . 0 I '2.04 I S/LL AO T h1 EA O ' BEARING SYST�'M�• F TO/a TRAGK �� BOTTOM TRACK\y/ W%NOON P.4RT5 F� STS/DARO°H�1n 9004 _HSG ALUM ALUM. %n• CHANNEL ``8 z0 i R�j a �U. 4151 O h T-1 � 05' '. e7`j• 1 ,O i --- a _ -- SoNG Q AP/Z Tr � ?.O TOP TRACK .055" CCHASE °H" BEAR /NG �Yr'T'EM_ TO/— T/Q.°i C K r L-5(0' T r C.57Le/ HEAD 8s 5/1-L jZDAI-Mq r O 50 a 7r. O.O. JAMB ACAPTCR 2 300 SER/ES iiL7A/�TOFZS FULL: HE/6HT ,BAY * H' PER !I FULL HE/BHT FEMALe 'H'/`E CO. 07 -AN ARC o N' PER FULL NE/6HT C'-3'a%O� ryiCX ALUM. TUOE SL/0/NG W/NOCw SCLIO PANEL CR. F/XEC GLAZING FA9TENE;49 v e,2 'I. ,/-17-Y?-/r-AL 6L/O//.K3 W/NOOW / SOL/O PANEL OR F/XEO GLAZ/NG TL/6E \�H17 MULL/ON It 'FULL HE/6 T MALE fl SUO/N6 W/NOOI..( FULL HE/5NT SOL/O P-A/./EL OR 9TANCA,cO </./•. --A OR /a0 w1oE F/XEO 6LA2/NG EQ 7O hL4X/M411-f SOL/O COLUMN i PANEL, TYP/CAL 7u EACH S/CE < FULL Ne/6Hr CHAS H" PER !O FILL NE/C-HT /=-HALF `H"PeR ICA STO °HPE 7 FA S78NERS e 150" -/c TYP/ CA L CHASE'N' P-ILILL/ON it GENERAL NOTES 44 S/—EC/F/CAT/ONS A 7N/9 PAT/O COVER sf ENCLOSUFL2 SY8'EM IS L/MIreo TO RECRQi17-/ON igNO OJrGOCR L/vdJO PU.aPOSES AHD IS NOT Til 86 U8B0 AS A CARPORT, GARAGE , OR P4445/ rAOLE ROOM. -C. 77N19 ENC L.CSURE SYSTEM /9 7'0 CE INSTALLED UN0E1i THE I�i1T/O COVER 9nOW14 O/J @MEET FR-e)C. SC80 EY^LUAT/ON ,.,eR.//CE/NC. AW, -CRT /.0. 3/9o(T 9. =ESIGIV LOADS: SEH TABLES FOR OE9/GN LOADS. (OaAW/NO Fst-�g,l) 4. FA9TENEFZ9: o /R7P' it/VE79 WHERE SHOWN, SHALL be 5050 ALUMINUM R/VET W1 71H CAR00N ?rEILL PLATEO MAWOR.SL AS MANUFAC-rlJAao BY THe U.S.-, CORr SHEET METAL SCREWS SHALL ee SIZES lek00%JN ANO HHALL BG' SrA/NLLSS VMEL, 7/,VC /-LA71SO, 0ALVAk11ZS0 gTPYL OR !20`24-r+ALUM/NJM WHERE THE TERM 1 FA9TSHBR" /6 use ON THE CRAW/NCS ri/GY sIoALL 9e ./C5 /NCH 0/AMS-ER /`C/' R/YETS CR 'G 9HEE/- METAL SCRSWS. 5. ALL STRUCTURAL CO/V/'ONENTg CF 774/9 ENCLCauAR 9T772M(EXCENr 60L/O PANELS) ARE Co' ALLOY O TEM/ -ER GOG5-TG UNLESS S=EC/d=/CAL-LY N07E0 OTHEAIN/GE. Co. THIS VOL/O WALL PANELS SHOWN SHALL COM/ -LY W/77 -/A CUR':®NTLy RECOGN/ZEO Zr-CO EvAL-UAT/ON SERV/CE //+C. A& ord ALL EXTER/CR PORT/ONS OF THE SOL/0 WALL P-A/JEL WHICH A/yE SUBJECT TO wATEC INTR1/9/CN 9NALL 9E FULLY CAUL..XZ0. 1 7. WHER,B ENCLOVURE /S REQJIREO 70 8E LEFT OPEN PER AP1 JJ0/X SEV.. $!l% THE OP ^.'" AREA CF THE LANOEfl WALL MIO CNe A00/T/ONAL. WALL / SHALL 8E A MIN/MUM CF 05 /"E1iCENr CF 'Me Ag ---A- BeLOW A H/N/MUM CF G FEET 6 /A/CH--9 OF EACH WALL, M649UR50 FRO/HTHE FLCoq. (:t OPEN /S tEF/NEO AS /NS.E-CT SCRISEN/NG ANO/CR READILY MOVApLE TRANSFAR SF/T CR TRAA.•SLUCENT PLASTIC NOT MCRE 7 -NA" IN TH/CX.VESS. SEE /VOTE oa G•ELOW FO,Q CFT/O/.61L GLAZ/N6.('JGG e. PORT/ONS OF THE WALL NOT REQJ/R.EO TO ee M7TC -7 ABOVE) MAY BE GSL -ASS THAT COMPL/E9 W?H CHAPTER !Z¢ OP Me UN/FORM BUILO/NG CODE. WHEN APPROVED 8Y T)4e 45LIlLL.9N49 o-FICIAL' GLASS COMPLY/NG W/TH CHAPTE<i 24 CF THE COOS MA -yl C 9 Ce 8U0T/TL/TEO ,CAL THE PLA97-/C /NO/CATEO /N NCrE -7,,4S PERM?TEO e`/ SECT/ON /05 CF THE COCE FOR EQJI,/ALENr A•IATBR./ALS OF CO/J9'rRUG7-/0N.(,�ACrX AV 9, EACH PAT/O C011ER f GNCL06URE 6YSTEM SMALL HAVE PEfi MAA/6NTLY AFF/XED, AN /DENT/P/GA770N TAG O/V/NG rH-- NAME pi ^CoAa9' 0= THE MANUFACTURER/ CES/GN LCAoe, ANO I.C.O.O. E.S. REPORT h/O- /Q THE REAR/N6 S r5 EM MULL/ONS NAVE BEEN GE9/ONeO FCA LOAD COMB/NAT/ONS REQ:J/R=O BY /Co C= THE UNIFORM BU/Ld/NG CODE, I/. ALL ALUMINUM /N CONTACT W/TH O/SS// /WUAR MATERIALS SHALL 8e PROTECTED PER UBC SECT/ON 40//.6.2. /Q_'TH/5 NOTC HAS BEE.J 0—rrSO I6"�/"CY�R./VETS 15. 7Y/9 NOTE HAS 6Eo�/ O/-a/T7S0 TOO- 007'TOM 0 M/O HEIGHT GLAZING, SEE NOTES EPA EFL':/..i� FIXED GLAZ/NO JJ Jd MA �N, ` BL/O/A/6 W/NOOW � �- SCLIO PANEL "ORL I I J O,� GLAZING /XEO Gc.4�/NG CHORD FULL HEIG,Vr FASTENERS P e MAL N' CD 3� 9'c FASTENERS e3�°q PER TYP/CAL FULL HE/GMT TYi-/CAL MULL /ON t3/`iy "hl' MULL /ON 16 TR//-L.E "14" MLJLLION �1% !k F/XEO GLAZ/NG MULL/O/V— 18; 14, EXPANS/ON ANCHCAS SHALL BE fiAWL-5TU0' ANCHORS OR- EpU/VA L -ENT PER 2 Ca O EvALJAT/OV REPORT /.o. 4514. %f'O ANCHOQS. s"ALL NAVE A MIN/MUM TENS/ON VALUE (iN CONCRETE) OF 300 FOUNDS. 7, y- 'l�BI J6 ANCHORS SHALL HAVE AM/N/MUM TENS/ON VALUZ (IN CONCRETE OF 400 POUh/OS. 15. TEMPERED GL^5e, w17T/ A 7W/CACNE39 NOT GXC6EC7IA/G, ./r15 1.VCHE9 /9 A RECC5/J/ZED ALTERNATU 7b PLA977C /NO/CArZ<O /N NOTE 07. ALL TE/..IPEAP-O GLA95 SHALL CONFORM 777 THE REQu/R6 MEi.+7'g of Cr'IAPTER 24 OP THE /.J . SEE DWG. WIN -1 fDfi GLASS W /NOGW A9sEM BL..y. CVERHANG MAX, PROJEC T/ CN SEE TABLES ON Owe. NO FR - 29.1 i H F" Or it 7;q Q� =m fi M0 24 vi Q x:60'. F - lace Owe. J -oc /'AT/O CO./EC ENC Lo SURE �Ji'tTEM 77' ICAL CROSS SECT/ON ( ' • J JCC Aja FCkR C-- Q COLUMN i 7u GYZIWN 45-e,arm. WHEAL /-^7'/o COVER OCCU/L9 AT DWG. NO. ;NTea/oR SUP/ EO C ZE E 44-4NT O w 2 %FA9AIr WALL W - lace Owe. J -oc /'AT/O CO./EC ENC Lo SURE �Ji'tTEM 77' ICAL CROSS SECT/ON 040 ' lP7 SeE PATIO -JJLY coven Owe. JCC Aja FCkR C-- F- 77 COLUMN i 7u GYZIWN 45-e,arm. WHEAL T.a+NN,1 OCCU/L9 AT DWG. NO. ;NTea/oR FR'2B ' °A"� 70 MFH W/NO LOAD MULL/O/J TY/"� CE; • c E ¢ Oo .106m. (5)4! 7 MAXIMUM MULL/CN HE/GffT G'dT r4• MAX/MUM G" O�/E.'�/s;,l/ry ,�'- O u O'- G° 3'-0. 412' •/. 8'-/" 7' 9" //'-9° TAP..SLE BEAR/NG 1 -✓ALL MULL/ONS — SECT/ON ©''�' OES/G,',/ LOAO(3) - Ego _ L /VE LO."O, 70 M; -H W/NO 120/-S)- L/V= LOAD, ?O FSF SNOW LOAO, AX/MV/'•/ 4,51 Y. MULL/CN TYPE MAx/MUMMAx/MVM 9NCW 70 Nfl-H MULL/p/./ 7-y/vE WIND uLL/ON O6T. GET. E coG OET /5 /7 Oa -r r Tfi/B. MULL/O GE7: t= Com: f G O'�T. /5 to M/�X/MLrM"MULL/OO-�=lG/•JT W/OTN' SPAGr.�/G LIVE LOAD, //O M/"H W/NO 7 .JET. l4 ', , " L OA/D //' 3' ' //'•9' //-3. 7 4' /•7AX/MUM MLIL.L/ON NE/vHT //:�' //!9. //'-�' OETiSIL E Ew� SNOW LOAD, 70 M/"H W/Np 3rd: 6'-o' 9�9" ///'9" //=9" " /O , 9'-9 rl-9 /O /ASF L/VE LOAC). 60/yFN WINO d!3• /ate, c n _ 20 fcOF SNOW LOAD, 80 W//.lO to 7�0, 30 /ASF SNOW LOf+O, 60--------------------- 87 9'-G' �O /`5F SNOW Lo AO, 90 MI'N 71 46 '/. 7'-o' /0/-0,- LIVE L OAO,90 MI -N W/NO SNW OLOAD, 90 MI -N W/ND //'•9" //" 3 ! 48'dc 9'-3'/o'-o' _! 6L o' //'-7' //'_3• 60n"/c /O /'SF LIVE LOAD, //O M%"r/ ° /ASF SNOW LOAD 70 Mt -P W/,4,/C) /O' -O° 8'-O' //'-9" /O 3' LIVE. LOAD, 70 M//-/ W/NO CL" G^ =r E/./OW LOAD 60 M/ -H S.l/NO /O' -G• //'-9" 15c" Y. 6'-O' /o' -o" '-9" ' 20 /ASF L/VE LOAD, 80 MIEN W/NO ,�"., � / FSF SIJOW LOAD 90 MI'H WINE) '.f,' Cd -O° WIOE OOp.Q Of'FJ.!/NG9 MAY OCC L/.Q /,,/ pe,q,et/+-'G W,4LL9 PROV/OEO SP LQ C//'°/G OC rAIL9 ^NO or,�tUC rI.rRAL Ju9r'Jry C.c-/ON to Ptovloe0 TO .4N0 APf•ROV�O or THE BL//LO/NG O.=F/C/AL P/j/p,Z 7.O 1..'IcrH 7'-6' 5'- TABLE°B : Notov - 8aA /NG WALL MULL/ONS SECT/ON � MAxwu/y MG/LL/ON Sr�ACrr./G 70 MFH W/NO LOAD MULL/O/J TY/"� CE; • c E ¢ Oo .106m. (5)4! 7 MAXIMUM MULL/CN HE/GffT G'dT r4• MAX/MUM G" O�/E.'�/s;,l/ry ,�'- O u O'- G° 3'-0. 412' •/. 8'-/" 7' 9" //'-9° //-7" OES/G,',/ LOAO(3) /0'.'7-- Ego 772ACk 7'y/� 80 MI -H WINO LOAD 120/-S)- L/V= LOAD, 90Mi-H WINO 70M/ -h/ 60Nr-N i0 M/ -N 4,51 Y. 6'-9" 9NCW SNOW SNO'.•/ "}/i" "e W/NOiIE 7'- 3' //'-9' �O M/�N W/ND LOAD C' to 20 /ASF LIVE LOAD, //O M/"H W/NO //'-D' ,/o -o• 7•_7w . L OA/D //' 3' 7Lo• //'•9' //-3. 7 4' // L G" //:�' //!9. //'-�' OETiSIL `�"Lie ,.2 O F sF SNOW LOAD, 70 M/"H W/Np "''3" //'-�' /O -/I• p,.7. /O e' -O' //!3' d!3• /ate, c n 0 20 fcOF SNOW LOAD, 80 W//.lO to 7�0, 9'-G' �O /`5F SNOW Lo AO, 90 MI'N W/ND� 46 '/. 7'-o' M '.f,' Cd -O° WIOE OOp.Q Of'FJ.!/NG9 MAY OCC L/.Q /,,/ pe,q,et/+-'G W,4LL9 PROV/OEO SP LQ C//'°/G OC rAIL9 ^NO or,�tUC rI.rRAL Ju9r'Jry C.c-/ON to Ptovloe0 TO .4N0 APf•ROV�O or THE BL//LO/NG O.=F/C/AL P/j/p,Z 7.O 1..'IcrH 7'-6' 5'- TABLE°B : Notov - 8aA /NG WALL MULL/ONS SECT/ON � MAxwu/y MG/LL/ON Sr�ACrr./G 70 MFH W/NO LOAD MULL/O/J TY/"� CE; • c E ¢ Oo .106m. (5)4! 7 MAXIMUM MULL/CN HE/GffT G'dT r4• MAX/MUM G" O�/E.'�/s;,l/ry ,�'- O u O'- G° 3'-0. 412' •/. 8'-/" 7' 9" //'-9° //-7" OES/G,',/ LOAO(3) Ego 772ACk 7'y/� 80 MI -H WINO LOAD /OPO"_ L / JE -°y` 3pPJF 401-5= 70M/ -h/ 60Nr-N i0 M/ -N //O Mr-/•/ 9NCW SNOW SNO'.•/ WINO' W/N01 W/NO'•✓' W/NOiIE • �O M/�N W/ND LOAD 8'-7" W-097• //''-3" //'-�' //'-D' ,/o -o• 7•_7w . L OA/D 'O. e3 ° //'•9' //-3. 7 4' // L G" //:�' //!9. //'-�' wALL u9E 80 PERCEuT OF HEIG'+T9� pwNN,5 _ /NG /T,41L-. T /4.:5LE 'O ° : TfZ/8UTAP, a G�FlnN 1 /'ANCL /9PNJ WALL OR WIO-FH MAXIMUM MAX/MUM G" O�/E.'�/s;,l/ry ,�'- O u O'- G° 3'-0. OES/G,',/ LOAO(3) Ego 772ACk 7'y/� MULL/OV 9P,1C/NS /OPO"_ L / JE g0/o0,= L/ �!E/ 3pPJF 401-5= 70M/ -h/ 60Nr-N i0 M/ -N //O Mr-/•/ 9NCW SNOW SNO'.•/ WINO' W/N01 W/NO'•✓' W/NOiIE 8'-7" W-097• //''-3" //'-�' //'-D' ,/o -o• 7•_7w . 7._7" 7`e" B'/O" //'•9' //-3. //' 9' 0.3. //:�' //!9. //'-�' OETiSIL `�"Lie //'-3" 7LO" -f'-/O' "''3" //'-�' /O -/I• p,.7. /O 9=4 //!3' d!3• /ate, c n 0 91 to TABLE°E ": BEA,=L/NG WALL TO/- TFRAcK - MAX/,yuM ALLOWALLE TR/6UTA,gy W/OTH OES/G,',/ LOAO(3) 772ACk 7'y/� MULL/OV 9P,1C/NS /OPO"_ L / JE g0/o0,= L/ �!E/ 3pPJF 401-5= 70M/ -h/ 60Nr-N i0 M/ -N //O Mr-/•/ 9NCW SNOW SNO'.•/ WINO' W/N01 W/NO'•✓' W/NOiIE 8'-7" 5' -ll" ¢LG. //''-3" //'-�' //'-D' ,/o -o• 7`e" B'/O" //'•9' //-3. //' 9' 0.3. //:�' //!9. //'-�' OETiSIL `�"Lie //'-3" 7LO" -f'-/O' "''3" //'-�' /O -/I• p,.7. /O //'•D' a,-a, //!3' d!3• /ate, c L1 MORE TNAv /O' -O" ACO`/6.w pcE. THE 7-.t rB aJTARY W/OTN 9NOWN BELOW, THEE O/.1GcGOwAL L/NE /5 -Coq' PATIO CC'/EAS W/TNA MAX/MVM h'6/GM' B2TWEEN /O' -O" ANO /'I' -O° .1ZOov C.4AOE. ,cou, W J ti W W N CA7-6: .-./uLY '17 JCO NO, F-77 CY:E'+-//./ Gy a.is. te-.p ill-LDJ 5 orb .� „rAer/e� v,a•�•E r-<aoor POA•JCL �O.e D O. p. O/O••�.O e p -a / O .. •O''. ., _° .. 0,;1;03TTRyPM="A1 � •OG. OdA ees orr Iff r. "60. ALuru. oar. defy POST ro 34So ee'4" p .000+S -TO At.VM CONNECTOR \1l �GOL Z.Q @a TY Qo07•rG Alun.+: l -OST ,T" BRA T dee,O•Y WALL. `161, r •a- R,v 4fJO,t r�ANIfL • e/c• wboP 4CRJfLU1j� . Q lCor' Ye MAA. G� Oa0 ouo wood Llee 2= /tip k,_,_„r (4m/N 1/d''o 9CR&,u?-010, , A C) !!) NMENT i �—L_x/ST. E VE A7'7i4CHMEIVT �vJ tfSO'f+H80 ALUMIA/UN O/��i ��m^-+• C?RO�i Jr"L Fd MED �� F^pS�- 6 �M --.y► • 3ih'd •! 6. �Lra. R.+AOdO co♦.rC4ra+d • _ e*ooaves oer -A V�e rCorlWO ISA CUer, IJ s.OD Oso rAet� OM GONOITffJN OVA&. A•A4-ZD I. 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Q/JILOINGI CODaI, n.tAY ON AAfCLc"WO N/TlO 15AL/A0/4-e IWCAAF TL%Nt I•f�ISB� Geu/ld S� t• D/S�OrI�O�er i• NOLQO M f90Lr SHALL eer Gd.r o/AMeTL•rq�LUV //OMCH NA%IMUM U3f eTANOARO LATe k'"OHNO qu CN ALL OCLY /O. lxi � lel QqOLTe e•�ALL Oa cmc r/ CKWIK OpL7�•62 rQt/AL pall rGaC1 RL/t:?Rr •cA1T ALL OOLTp eNALL n/AV� .'1 M,N,MYM PwGRarC GOVT O/I>•AA,Gp O/- tl% OOL7 O/AMfTiRO. !/• NAGN /N77•At-LAr ON 7NALL GRAq AM /04NrIN1/INO Tyle d/V/NO TMa NAMq ANO K A�OOIR ea O1• Ta NAyU ACTLMA,SC. 0.0Al/Al'MT- NC/ Of0/CIN LOAOt I/►ICLOtAelLir, ��• ALL /reM•! &d4rA/N/Np r0 GACH /^Alii/CNLAQ /AI�rALLAr/o.l 50"LL OAF G/RCLaO. M.S. PIZo.,aer,eN, N•oOr OrAciAw, I+Opr/N� oarn,t, arc. 19y OreC/AL IAJv,+40r'I0N AOR' HILrl'KWlK� DOL77 ry RIgL/rRL¢D 1'04 ALL/N DTAi.LA•T/O•d0 WN! -•Re LOfD TJh/6' /9 3.} /Nt,•vae�b uAt ORj L4^04.1¢, rN L/e/J 0I• TMf? 13raC/AL pr4/+aCr/o�/'Wb'4•,NC/+o¢ OOLrO +c O• LO!/O MAY Sa suaerrrura0 pool •KW%K' COL•/7L TMH ROOF /-AN--L FOR TM/•S fiAr/O COvaR g`r:!'1�/M /OA •�,IA/ON 77•'AG.K ALL// -t. O♦C+Nn/BC rANCL w/rN /'•OAM coRr /AOR SCO Via, /5• ALL ALUMIAIc/wr IM CO.IrmCY W,rw O/se/M/LAS MA71CAIALS ?MALL ON raorecTYeo r,r:,q u�0 secrou 2oa.a.a. ea/tewa OWA44 t"m .A M/M/AiLIM ereC��re �tAVlr7• W" SC. 7" /•i 1a/OOp WCA&WV AMALL M/A//✓UAM "_110/ 0 frCLL7 vMff&,/es7H (1--, b) Of 79= y� t ;ftDING EolEo,d b8L©LL802ST Ol T9b2"}�.TL rJ FR -2C 13W11h 8=i LT:ZT 6661 GT 1nr / 200J ALUM, r I �r � 19 ALUM.me • CQAtGAC eT (( .a " a r"eRAGKlT� eNbaO 00,3' /j74'.'A/2• r • �c14,2 ert- •:::,•rte l,' T,� f+2 areal af�. Io' 1 tfSO'f+H80 ALUMIA/UN O/��i ��m^-+• C?RO�i Jr"L Fd MED �� F^pS�- 6 �M --.y► • 3ih'd •! 6. �Lra. R.+AOdO co♦.rC4ra+d • _ e*ooaves oer -A V�e rCorlWO ISA CUer, IJ s.OD Oso rAet� OM GONOITffJN OVA&. A•A4-ZD I. Q/ZQ &r 47' AT- /a0/JA O COA/C♦U!T•4 ^^ N097• TO FOCT/NG COMNeC7-/0t4S�,JJ ZO/TO'd b8LoLL80zST Ol T9VZ ZES VTL'QO8d ONIG1IAS 13L••111U .'dA 9T :ET 666T ST 1np 9004 - M50 ALUM, WALL CHANNEL .O7 �'-i'S AtUAA, HA OW-Jff L_ 60 /000 mar. -----•----......�,.� o.A,L. o�AsncC�/r.. . 3, ALL '•,7Yq.iC. NC•Mga'Rf •MALL OdNOT cYlw dAL%6WI'Zap f� CLeGr.CorLATfaD COnd••ORM ro Aer/4 t/.ac• A�. Fi•o pAtAeeU•c! o. A�LrJMlNNN fAOTGNe,Qe eNALL Cf A2 oaf-r4.ALLR /'SA77'aNQK3 6HALL OG e.ALVA/J/2eL�, ..7, Lirt DY.1� OR cAty l/uM I-L.�TGO ALL oOLra!•eNALL COvr•Q�%RM TO AeY.M. eraC. A-gpT. •/o0w rV/U4T7 e'/tALL GC//d •d W'a050 ALUM/NLIM R/VaTr. c.Ar48W 9rasL rutYe70 HANGRaL Ab MANfJrAGTUI[/p py rHR u•.M. coaraa-�r/oN. (r �r•• eoua I-eAL wvr� ArCj. LAO OOL7'e WMALL def /NerALLOo ev IDAR60ABO LA4D MOL41� e•� rMa NA7-I004AL De!/mw/ epaC/rlCA r/off, LAr=ar ao♦r/ON. O ArrACMao H�7 ro GOva/[ OrwL GruRaa, I -KA A.4,"wd t O=r dr/O 41A 7NC NN/roRM. Q/JILOINGI CODaI, n.tAY ON AAfCLc"WO N/TlO 15AL/A0/4-e IWCAAF TL%Nt I•f�ISB� Geu/ld S� t• D/S�OrI�O�er i• NOLQO M f90Lr SHALL eer Gd.r o/AMeTL•rq�LUV //OMCH NA%IMUM U3f eTANOARO LATe k'"OHNO qu CN ALL OCLY /O. lxi � lel QqOLTe e•�ALL Oa cmc r/ CKWIK OpL7�•62 rQt/AL pall rGaC1 RL/t:?Rr •cA1T ALL OOLTp eNALL n/AV� .'1 M,N,MYM PwGRarC GOVT O/I>•AA,Gp O/- tl% OOL7 O/AMfTiRO. !/• NAGN /N77•At-LAr ON 7NALL GRAq AM /04NrIN1/INO Tyle d/V/NO TMa NAMq ANO K A�OOIR ea O1• Ta NAyU ACTLMA,SC. 0.0Al/Al'MT- NC/ Of0/CIN LOAOt I/►ICLOtAelLir, ��• ALL /reM•! &d4rA/N/Np r0 GACH /^Alii/CNLAQ /AI�rALLAr/o.l 50"LL OAF G/RCLaO. M.S. PIZo.,aer,eN, N•oOr OrAciAw, I+Opr/N� oarn,t, arc. 19y OreC/AL IAJv,+40r'I0N AOR' HILrl'KWlK� DOL77 ry RIgL/rRL¢D 1'04 ALL/N DTAi.LA•T/O•d0 WN! -•Re LOfD TJh/6' /9 3.} /Nt,•vae�b uAt ORj L4^04.1¢, rN L/e/J 0I• TMf? 13raC/AL pr4/+aCr/o�/'Wb'4•,NC/+o¢ OOLrO +c O• LO!/O MAY Sa suaerrrura0 pool •KW%K' COL•/7L TMH ROOF /-AN--L FOR TM/•S fiAr/O COvaR g`r:!'1�/M /OA •�,IA/ON 77•'AG.K ALL// -t. O♦C+Nn/BC rANCL w/rN /'•OAM coRr /AOR SCO Via, /5• ALL ALUMIAIc/wr IM CO.IrmCY W,rw O/se/M/LAS MA71CAIALS ?MALL ON raorecTYeo r,r:,q u�0 secrou 2oa.a.a. ea/tewa OWA44 t"m .A M/M/AiLIM ereC��re �tAVlr7• W" SC. 7" /•i 1a/OOp WCA&WV AMALL M/A//✓UAM "_110/ 0 frCLL7 vMff&,/es7H (1--, b) Of 79= y� t ;ftDING EolEo,d b8L©LL802ST Ol T9b2"}�.TL rJ FR -2C 13W11h 8=i LT:ZT 6661 GT 1nr / o� m et m MOI�NIIJC� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP042335 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/06/2004 APN: 047-320-045-000 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 CI v w License Number. 4197- ))�_ Site Address: 4448 GOLDENROD WAY CHI ss : _I• Date: 6 t Contractor. h�Ll�(./ft-(om) AL 1 Map Index: (� Description: REPLACE HEAT PUMP FOR HVAC OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 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: SPAULDING PATRICIA L permit to construct, alter, improve, demolish, or repair any structure, prior 4448 GOLDENROD WAY to its issuance, also requires the applicant for such permit to file a CHICO, CA signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 95973 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 five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Applicant: MCCLELLAND AIR CONDITIONING, INC intended or offered for sale (Sec. 7044, Business and Professions pp Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 690 THUNDERBOLT STREET sale. if however, the building or improvements are sold within one CHICO, CA 95973 year of completion, the owner -builder will have the burden of 891-6202 proving that he or she did not build or improve for the purpose of (530 ) sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: MCCLELLAND AIR CONDITIONING, INC and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 690 THUNDERBOLT STREET Date: Owner: CHICO, CA •95973 (530) 891-6202 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: 345121 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and p6licy number are: t)TIT/F, ficN� Carrier. i l Z$V 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, I shall not employ any person in any manner so as to Census Code: become subject to the 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. Date: Applicant: WARNING: Failure 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 CONSTRUCTION LENDING AGENCY This permit is 1pereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions t do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By rDate: T PER PIRES ON: 8 ' Date Address: ❑ 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 fortes. I hereby certify that I have read this application, that the above Information is correct, and that 1 am the owner he duly authod d 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 substance ny official fo docu nt of Butte County. I hereby authorize representativesofButte County to enter upon the above mentioned property for inspection purpos Print Namrree�: �x, Ei 4—tsL Signature: (1Tr� Date: 0 Owner ❑ Contractor ❑ Agent for Owner PNqgent for Contractor BUTTE COUNTY ,,4 o . DEPARTMENT OF DEVELOPMENT SERVICES 0 BUILDING PERMIT APPLICATION 0 AND SUBMITTAL REQUIREMENTS 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 0 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" CONTRACTOR OWNER Last Name CJ PRuL p r &I G first Name I l� Address . City t Stat Zi -7 Phone Fax Fax E-mail State License Number CONTRACTOR Name Address W mum ru City k% Stat z'PqL Phone S-9/— , 6 Z0 Z Fax ,z—� S-7 E-mail Lic.,r,� Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT NAME Name C, CLO Address City State Zip Phone Fax E-mail APP (CANT SIGNATURE X AIA� j For office use only: Zoning S Q t I Flood Zone I SRA I QF:jNo Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP o42 3351 BIN # LOCATION APIC XAl- 3 zo • o4—s Property Ad(d�ress C't Cross Street WORKER'S COMPENSATION Policy Number -23V Carrier SSI � vLt-c� 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 OVER FOR SUBMITTAL REQUIREMENTS II K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: �E P L,,4G E F-E't=,4r-r PLL -- P F�n 2 H-VAVC-- Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): 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 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: P? --(0-- Amount: Receipt #: 465-C119 Date: a16 10 4' 55 .— SRA Sheriff SMIP Other 55 --Total REV 7-27-04 j SUBMITTAL & PERMIT REQUIREMENTS i The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed 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 faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ' - t - ❑ 5. Statement of Intent for 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) Floor 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). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. . . ❑ 11. Detached Accessory Building Form filled out by the owner (if required). , ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental 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). ❑ 2. Impact Fees. ❑ 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). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 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. 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. 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 for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.d0c Page 2 of 2 REV 7-27-04 RESIDENTIAL - . C47-32-45 ,_�_ ---- ------ - -- -- 598-90B, P, E � j DEMMER, Larry & Annette 'CONTR: Bonita Pools 4448 Golden Rod, Chico (Pool) i h Qv IC e e e jr JOB FINAL Slgnatun f J=OK O = Not OK (' ' = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / 0"L"ft. / /"Nat. or/ PUX/ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Valve—Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date ard B-1 Date Card B-1 Date PO S(Plans) OK except #'s V5acks-Easements lv-S5jieCompaction-Structure Stability r3 Dol Structyre'gteel-connections-Thickpgss !fii6c • eceptacles and Lig , istancas-,'1T ec.; Pool Lighting; 4&1b-GFI 6. Elec.;Enres; Conduit Entries -Te inats-Listed 7 ing; Metal w/5' atin quip: Heater 8 c.; Ground' g; Equip. ulattng Equi Lghtg. Box closures-Panelboards-Ins. to M ' m Conduit th Department Approval 1 lumb.; Cir. Test -Water Supply Test -3 RID Date Card B-15-77Date Card 13 -1462? -?o Date Card B-1 3'9 Date Card B-1 3 ✓=OK O = Not OK - = Not Applicable ' = Not Ready RESIDENTIAL (Single ?, & Duplex) Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel -Bloc kouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line Firewall & Openings 7. Slab; Steel -Wrapped 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. Gas Pipe; Size -Anchors 55. Siding -Nailing Veneer 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric; Underground 57. Glazing Area -Glass Protection -Skylights -Plastic, 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Insulation -Walls -Ceilings 15. Insulation 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date Card B-1 Date Card B-1 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchor -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting • 65. G.F.I. & Bath Fixtures &.,Tub Access -Spa Date Card B-1 Date Card B-1 66. Elec. Trim & Subpanel; Breaker Sizes & Labels Date Card B-1 Date Card B-1 67. Stairs & Rails Date ELECTRICAL (Permit) OK except #'s 68. Fireplace or Stove; Clearances -Hearth 22. Fixture & Transformer Clearance -Ins. Protection 69. Elec. Outlets at Wood Panel; Int. & Ext. 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets & Receptacles at Kit. Counter 25. Romex Installed Close to Edge of Studs & C.J. 72. Garage Fire Door; Swing -Landing -Closer 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. A.C. Duct in Garage -Damper 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Plb., Elec_ & Mech. Equip. Listed for Location 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 30. Service -Riser Conductors & Ground -Main Disconnect 78. Guard Rails & Deck Construction -Post Caps 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 80. Following instld.; Drive ❑ Yes ❑ No; Walks 0 Yes ❑ No; Planters ❑ Yes ❑ No Date Card B-1 Date Card B-1 81. Stucco; Brown -Finish Date Card B-1 Date Card B-1 82. A.C. Unit; Disconnect, Electrical, Plumbing Date MECHANICAL (Permit) OK except #'s 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 34. A.C. Ducts Insulation & Support 84. Water Well; Disconnect, Electrical, Plumbing 35. Vent Fan; Exhaust above insulation 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 36. Condensate Drain & Overflow; Size & Grade 86. Ventilation Throughout House 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Glass Protection 38. Attic Access & Platform if Furnance in Attic 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card B-1 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date Card B-1 Date Card B-1 39. Sils, Proper Material & Anchors Date Card B-1 Date Card B-1 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Date Card B-1 Date Card B-1 41. Bearing Walls over Girders & Floor Nailing Comments at Final: 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing each time you visit job site) (NOTE: An entry must be made 1� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive-Orovilre, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PE T N v - 1 A/i ASSESSOR PARCEL NUMBER 47-32-45 ZONING SR -1 BUILDING PERMIT OWNER Larry & Annette Demmer TELEPHONE 891-0562 SO. FT. OCC. BUILDING VALUATION 16 800.00 OWNER'S MAILING ADDRESS 4448 Golden Rod Chico CA 95926 CONTRACTOR'S NAME Bonita Pools TELEPHONE 893-8512 CONTRACTOR'S MAILING ADDRESS Rt. 3 Box 3445 Orland 95963 Fireplace CONSTRUCTION LENDER UNKNOWN p Total Valuation 1$16.800.0 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $122,50 ARCHITECT OR ENGINEER Bachman LICENSE NO. Plan Checking Fee $ 15.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $147,50 PLUMBING PERMIT Filing Fee 10.00 4448 GoldenEach Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other pool SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G WI 110-00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation ❑ Other Describe work: Master #502-88 _ 18 x 36 Area Permit Fee $ 15.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. � •-,�� License No._ 2,2889 Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.8, OR ADONS. ACC. BLDGS. +/zQsgft NEW CONSTR. MULTI -OUTLET NON.RESID BRANCH CIC ITS 2.50 ea POWER APPARRATUS e` (SINGLE OUTLET CIR. / Ex. Occup( OR FIXTURES zoesoe eAL(930 FIXED Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g Pool 15.00 15.00 Permit Fee $ 25.00 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. F� I shall not employ any person in any manner so as to become subject y� to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIirig Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agr to save, indemnify and keep harmless the County of Butte against dgmts, costs, and expenses which may in any way accrue all liabilt 2idou'ntI consequence of the granting of this per t. XA Date `s Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 187.50 HAz `—" CUA _against PARK SCHL FLD PAR PD VISJUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTO OF PUBLIC By PER EXPIRES Date the applica to )rovi- resolutions to do have been paid. WORKS Datel— v, - o Receipt No. ��e 77/ WHITE-O.P.W.. YELLOW -ASSESSOR. PINx-IN9PECTOR, GOLDENROD -APPLICANT sry-r{�'rT `t w.m "F ,4 M K wCOUNTY OF BUTTE - DEPART,MrT OF" -PUBLIC WORKS BUILDING DIVISION (� 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/536-7541 PERMIT APPLICATION DATA SHEET } i . �_, I Permit No. r OWNER/�R �fi /�9�+r,/iiL. A. P. No.%— Proposed Building Use d Building Inspector �-��✓ Date 7 !4 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All Items have been submitted. ....... .. .1 ... .. .. ............ .. ..... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10: Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. Sanitation approval from Gy0 Health DepartmentO- 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: 18. Improvements may be required. Contact Lan 19. Driveway permit (construction approval r 20. Pre -Inspection for 21. Contractor's license information (No., Na 22. Certificate of Workmans Compensation I 23. Owner -Builder Verification (Given to own 24. Recorded copy of Agricultural Acknowle 25. Letter of signature authorization ......... 26. 27. t When Vu issue the permit, process as follows 4 Telephone and. hold f Other B) Parking: d Development Section DPW equired prior to occupancy) required Pre-Inspec. request to Building Inspector me Style, Classifications ... nsurance .................. er ❑) Mail to owner 11).... . dgm ent Statement ......... (Date) o� Mail to owner. Mail to contractor. f Deliver w/inspector. Wit' _ r or pickup at T/ 9Pbffice. Applicant Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitt 1. Index permit for above items No 2. Additional items required: Date or to permit issuance: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by_phone--jnail—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date7- 7' S6 Plans approved by Date Sets of plans on hol in`File cabinet folder Copy—DPW Ik TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Y7. -3Z - Yr - Owner IocationAP# Plan Approved for: Sewage Disposal _ Water Supply �' Hold final for: 'Water Supply Final clearance O.K. for: Water Supply Clearance for _ bedroom mobile home. Other NOTE r: San tarian Date COUNTY OF BUTTE - fiEPAR-TMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER L_- ZONING 15 a BUILDING PERMIT OWNER p�//�� /C/G- TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADOR Fs�Z,4,� ^ !`.i /� y/ n /I-J-CpJ1 CONTRACTOR'S NAME mom TEL7EPHONNE X93 CONTRACTOR'S MAILING ADDRESS la 3 -0 49Z4,410/, S9�s Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ,Z1L•f 10 ii��AA``,,''AA ARCHITECT OR ENGINEt7I ✓" LY/d LICENSE NO. Plan Checking Fee $ /5. Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ J 7 j© PLUMBING PERMIT Filing Fee 10.00 �0L0jf�,l Each Trap -2.00 C /�/ (� J Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME 0 PARCEL MAP 0—i voJ t a 9 Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF F-1 Duplex[ MobilehonI Other �o SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.uOe TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other [ Describe work: I& YS (- f-ag/ 11 A7&c& TJZ- IB -9-1 ; Permit Fee $ Ste' Contractor ELECTRICAL PERMIT Filing Fee 10.00 001 OR 00 AMP ORLESS10.00 Main service 6 Main service EA. ADO'L too AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. �Classification C ---T-3 ❑ I, as the owner, or my employees with wages as their sole compen- cation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ i, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.tr\ +�csgit OR ADONS. \ ACC. BLDG -S. NEW CONSTR. ULT' -OUTLET 2-pea NON•RESIO BRANCH CIRC ITS POWER APPARATUS .&) (SINGLE OUTLET CIR. IZo 91 50t Ex. Occup( OUTLETS OR FIXTURES SALP30C4:2--2—elf9 FIXED APPLNS. OR Ex. Occup. FIXED As IRESID.! EA.) 200 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring at) ( 15.00 f''" Permit Fee $ Z Contractor _ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FilincFee 10.00 Heating Cooling Hood ,.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all Iiabilitl s, judgme ts, costs, and expenses which may in any way accrue against s : d bounty n onsequence of the granting of this permit.'— <pfi X Date 3� Signature of Applicant — Owner ❑ Contractor XI Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE { TOTAL FEE S �� J HAz cuA PAFK SCHL fLD PA ?D HD ISSUE This permit is nereby issued under the a:oiicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS Receipt No. ) J 4 By PERMIT EXPIRES Date Date 9 W 044 "''� �`� � -�/ �Z i� PERMIT NO. 1710-86B,P,E,M t6d6l O� PERMIT EXPIRES �7 OWNER LARRY &.ANNETTE DEMMER CONTR. H & H Const ASSESSOR PARCEL 47-32-45 41q-48 LOCATION a44$$ -,Goldenrod, Chico st a� �,►�k -�. OFFICE COP.Y� s���'=� i 3�'` 4 0 a r]t�} +" Meter By �' v ' a e ,K, EL'ECT:R1C Meter By 'g Sk s ¢ bate � G n :r f Temp. Power Pole Called PG&E 1 Temp' Elec. Service �t- i Called PG&E h i Temp. Gas Service + Called PG&E JOB FINALE[ Signature J=OK 0 = Not OK — = Not Applicable = Not Ready MOBILEHOMES MISCELLANEOUS i Date MOBILEHOME UTILITIES (Plans) OK except H's 1, Zoning Requirements—Setbacks—Easements 2. Soils; Special MH Support—'Sketch . Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements—Setbacks—Easements 2. Footings; Size—Depth—Spacing—Connectors 3, Sewer; Location—Test—Fall-C/0—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4, Water; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts— Beams—Rftrs.—Connec.—Shthg.—Rfg.=Bracing_ 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete _ 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location—Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG .6. Carports; Windows—Doors 7, Utility Clearance . _ 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1, Zoning Requirements—Setbacks—Easements Card -BI Date _ Date Card -BI Date POOLS (Plans) OK except #'s 1. Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4, Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6, Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/0 to Grade—HD Approval 7, Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghig. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B-1 Date Card -BI Date 1 Card -BI Date Card -BI Date Card B -I Date i Card -BI Date 11 Card -BI Date Card -BI Date i Jam;. OK 0 = Not OK - = Not Applicable Not Ready RESIDENTIAL (Single and Duplex) Date UN RFLOOR Plans OK exce t#'s Date F MING (Continued) _ Zoning requirements -Setbacks- asements Property Line Firewall & Openings Ftg., Main; Soils -Steel -EI d.- // /" Ftg. Depth Ext. Doors -One 3' -Check Garage -3rd story, 2 exits Ftg., Garage; Soils -Steel- / /" Ftg. Depth th-Headroom-Rise- Run- Land ing-Fire Protection 4 tg., Porches & Decks; Soils -Steel- / /" Ftg. Depth /Plywood on Roof Overhang -Attic Vents -Rafter Outriggers temwalls, Main; Steel-Blockouts-Wrapped-Slab V. Siding -Nailing -Veneer te_mwalls, Garage; Steel -B loc kouts-Wrapped-S lab 63. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access _ Piers- -Steelazing Area -Glass Protection -Skylights -Plastic - D.W.V.: FAW-0'Fitti<s-T1e(s.tA27way C/O Sewer Tesp Shear WaR; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric: Underground 12. Plenums &_Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI `5 Date Card -BI Date Card -BI Date Card -BI Date _ Card -BI Date Card -BI Date Card -BI Date Card -BI Date -at - Card -BI Date e? Card -BI Date Date FIN (Plans) OK except #'s ,Ext. Steps -Door & Sidelight Protection -Landings Date PLUMBING (Permit) OK a cept #'s ,Amoke Detector /Water Ht.: 4Cef ion Air 5 Furnace; Vents -Clearance -Comb. Air -Connector - 15 r Pipe: Te An ors -Nail Protection /ln Garage; Above Floor -Ducts -Meth. Protection 1$! W. -Ft s & Anchors -Nail Protection Bedroom Exiting / w Test, First Floor -Tub Access F.I. &Bath Fixtures &Tub Access Ile Test Tub & Showe_r, 2nd Floor -Tub Access Elec. Trim & Subpanel; Breaker Sizes -Labels 1S!/Gas Pipe: Size & Anchors & Rails fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. Card -BI � Date g/�y` _�'_ Card -BI Date it. F' �: & Appliance; Grnd.-Air Ga -Coo Clearance Card -BI XP- Date �b S�p Card -BI Date ec. Outlets & Receptacles at Kit._QxuV6r CW,Garage Fire Door; Swi ng- Land i ngsIAR2j Date ECTRICAL Permit . OK except #'s A.C. Duct in Garage -Damper me Fixture & Transformer Clearance -Ins. Protection 11640" 111tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- 4n Garage; Above Floor -Meth. Protection Elec. Receptacles Spacing -Lights &Switches at Doors 7(r Ib., Elec. &Mech. Equip. Listed for Location 2._/Size - Boxes & No. of Conductors -Stapled ec. Receptacles in Garage; (G.F.I.)'-Romex Protec. g8j Romex Installed Close to Edge of Studs & C.J. �dsulation-Foam-Looked in Attic ❑Yes quip. Ground made up w/Mech. Fasteners_ -Bond Gas &Water 71r Guard Rails & Deck Construction -Post Caps / Appliance Circuits in Kitchen & Conductor Size-A-lFrin Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance :3$ Subfeed Wire Size / (�ga. Cu o AI A_.C. Wire Size / / ga. Cu or AI Looked under Floor ❑Yes -;/'Range Circ. /G / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, owin instld.: Drive e_s No; Walks /Insulated Neutral Ye No -_ 9 ❑ C es ❑ No; Plandffters ❑Yes L7No Service-Riser Conductors & Ground -Main Disconnect ZS__Stucco; Brown -Finish quip. Clearances: Panels-Motors-Mech. Equip. 7 �1. Clothes Closet Light -Shower Light C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet "1 rs- -- - -- V 7 Ve is Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. ---- - 7 ater Well;,D'isconnect, Electrical, Plumbing I,0 --- -- xteri Elec. Trim; G.F.I. Receptacle -Underground Card B -I SR Date ��/ri6 Card BI Date ilation throughout House Gard B -I Date Card -BI Date --' _ - Glass Protection _ Cor ons fro revious Inspections Date ME HANICAL (Permit) OK except #'s _ 84 a eters Tagged; Gas -Electric l "" ;/,A.G. Ducts. Insulation 8 Support ater & Sewer Connected -C/O to Grade -HD Approval o%z' /Vent Fan: Exhaust above Insulation - — Energy Compliance Certificate -Other Certificates 3B' Condensate Drain & Overflow: Size_& Grade 3' Furnace -Vent: Ac ss omb. Air -Return Air Vent -115V outlet - Attic Access & PTat f Furnace in Attic - -- - Cara -BID Card -BI Date Card -BI Date Card -BI Date Card -BI S q 1 �G .. --� late Card -BI Date Caid-BI (F` Date I! $,; Card -BI Date Card -BI Date/,v u Card -BI Date aI Date FR ING(Plans) OK except #'s Com tents at Final: V. Sills; Proper Material & Anchors Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound Jearing Walls over Girders & Floor Nailing raft Stop in Walls t proof) `� FireStops. "rre eilin -Stairs_-C_has_e_s-Tub _ `fAHeader &Beam -Size & Bearing - 42' Hangers -Post Caps-Anch rs-Connectors rF ing. Joist-Rftr. Tie - -Roof Brac.-Truss-Shthnp.-Rfnp. -- _- _- ireplace Ties A Flu Fireplace Throat p �ltic Access: Size & Romex Protection -Draft Stop s. affl Gdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions arage Fire Protection Framing -- -- - ! - - ---.__ -- _-- (NOTE Anentrymust be made each time youvisit jobsite) j ,:�. n .-, ,�1-*+rr� '\+\.-�'`�Y.�l.,. L�wt `s�.� .s; �},^�'^.-'.y +,.`vi� i}`^^;4^^�a{C.•c.1��T1:4;i1N, 1 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. ') AJ Inspector I& Date '�(7 FA rive, OroviIle — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE - M OWNER RM 0. L71 A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. -Mt !tV l rte' 1.0 Inspect r/`� pa/ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE 7i6 - A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector- /Jn �//. 'q: Date -1 V( - ti ~� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS . 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. � -V- - Hr - 11 aea/ ����1i�6 �ti •"4I�� 1 t� Inspector_ - }zdF /� Date 1,,JE OF TIM 4' ? G_ H LL n i O ``ITOzCONFORMANCE dim Io /HE "UNDERSIGNED MANUFACTURER HEREBY 'CERT/F/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN KSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Gluc'd Laminated Timber, and that such manufacture has been at our plant in Swisshome, OR _- _ , which plant has a quality control system. • . approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building.Code. JOB NAME: Keller Lumber Sal -as for Stock JOB LOCATION: Redding, CA F CUSTOMER'S ORDER NO. PO #10162 DA-. E 4/09/36 MFGR'S ORDER NO. 8703 -A -- 24F -V4 WP Glue Arch. App., Individ. Wrap. � ,,tt ..�.. 1� (jam SIGNATURE / w�'t'/ 4 COMPANY American Laminators, Inc. TITLE Quality --Control ADDRESSPOB. 46A, SwiSshome, OR DATE 4/24/85 A/ TC HEREBY CERT/F/ES that"the said company at its said plant is licensed by the AMER ICAN"INSTITUTE GF TIMEER COROTRUCTIdiv to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA ,AITC Certificate Na269%:l AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ® 1983 AMERICAN INSTITUTE OF TIMaER CONSTRUCTION Owner: 6,Af-r)4 'j)`QlM M LV- Permit No. ENERGY CERTIF ICAT ION 4488 Goldenrod LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material Fiberalass Batts Thickness(inches) 64" CEILING Batt or Blanket Type Thickness(inches) Loose Fill Type Fiberglass Minimum Thickness(Inches) 104" Area 'covered(ft.2) 1800 FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance (R Value) Brand Name Manville Thermal Resistance(R Value) R19 Brand Name Thermal Resistance(R Value) Brand Name Manville Number of Bags 38 Wt. per bag50 lb. Thermal Resistance(R Value) R Brand Name Thermal Resistance.(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. Loerke Insulation Co. 499150 FIRM NAME/O WNER STATE CONTRACTOR'S LICENSE NO. {lh�m cis 9 P h October "24, 1986 SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. f " . FIRM /OWNER (Please print) SIGNATURE OF GENERAL CONTRACTOR OWNER 32'233 54 STATE CONTRACTOR S LICENSE NO. l�^Z (7 DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 ,Iv COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO 7 County Center Drive - Oroville, CarifffniaRk965 - Telephone 916/534-4541 APPLICATION AND PERMIT 0 ASSESS R PARCEL NUMBER `7.- 3 .. 15 ZO I BUILDING PERMIT OWNEA ��ff Y�'GJ 4C TELEPHONE SQ. FT. OCC. BUILDING VALUA ION v� dii5a O N 5 (LIN ADDRESS ac, CONT A TO 'S NAME �/` TELE u -2-7E M6 / k) l O u� CO ACTOR'S MAILING ADDRESS 'Ir? Fireplace OA Jboo, CONSTF31 CTION I ENDER rP _ UNKNOWN Total Valuation Is IRJ 67.9*a � Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 38S.00 ARCHITE OR ENGIME � LICENSE No. Plan Checking Fee $rum Energy Plan Checking Fee $ ARCHITECT OR ENGINEE S MAILING ADDRESS / v 21 Penalty $ BUILDING ADD SS ,yr/ ► Permit fee $ ,,90 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 cab G��• Solar or heat pump water heater 20.00 LOT NO. SUBDJPSION NAME PARCEL MAP C�xJJ -3 Water piping 11 5.00 Each qas water heater or vent 5.00 ,it4 z> USE OF STRUCTURE SFJK_ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 ,� 06 Building sewer 5.00 , p� Mobile Home S G W 10.00 ea TYPE OF WORK New Yom.,, Addition ❑ RR�emllodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: ��r]�lt��`++� Permit Fee $ , pop Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR1 OR LESS10.00 0, p,7 Main servi. DD'L too AMP 2.50 ,a CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professi ode and my license is in full force and effect. License Nd. � ��`� Classificatioh 1�) L D1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I,ors. (Sec. 7044) as the owner, am exclusively contracting with licensed contract- ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONS . EFL occuP.$) +/zQsgft 30 OR ADDNS. ACC. BLOGS. NEW CONSTR.MULTI-OUTLET 2.50 ea NON-RESID BRANCH CIRC ITS /POWER APPARATUS 6 (SINGLE OUTLET CIR. I Ex. Occup(OUTLETS OR FIXTURES 20®50t eALO 30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID,) EA.) 2.00 Temporary service 10.00 6,� Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 93 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in any manner so as to become subject. to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating 9000 c3 / 03 Cooling i °I j �Y�, Hood 3.00 ,ar, Ventilation Permit Fee $ SZy Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue f the granting of this permit. za��=JoThis Date Signature of Applicant — Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct -HA ion of structures over 3 stories i height.Receipt Mobile Home Installation Fee $ Energy Inspection Fee TOTAL PERMIT FEE $ o coReT - c C F� PANEL Pa I47 Issu // permit is hereby issued under s%�h ounty Code and/or wove` for which OF PUBLIC B PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date I/ No � 1 �� WRITE-O.P.W.. TELLOW-ASS lOR. PINK -INSPECTOR OOLDEN ROD-APPL CANT 14 COUNTY OF BUTTE - DEPARTMENT !�OFNPU•BLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CAC_IA 95965 - TELEPHONE: 910534541 PERMIT."APPLICATION DATA SHEET (1/Permit No. I OWNER e,n.fy,e A. P. No. '4 ,7- 2— S Proposed Building Use 12a&`eV1 Permit Fee Based Upon: Complete Contract Price DPW Valuation Other (Explain) Building Inspector �► �vs Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuaO4l+//`� (� � ( OERE IVIED APPROVED clL�tF�Cr55- �' s 1. All items 2. Plot plans in duplicat4triplicate. . . . . . . . . . . 3. Complete plans in duplicate/triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. .. Fees of $ 5" !1 • TO Q 9. Letter of signature authorizatiop.^**?"'�. I-il-�.: ��• . Sanitation approval from if!h%co Health Dept.Glit/�.�/ti/—t/V,.4.t'Dk /_Z12o tt 11. Planning approval for (A) Use: (B) Parking: ertificate of Workmen's Compensation Insurance. to 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) 15. Improvements may be required. . . . . . . . . . . . 16. Mobi lehome Installation Data. . . . . . . .+� 7. Pre -Ins ection for Required- request to (Dote) P q Building Inspector 6 a�� 18. Recorded copy of Agricultural Acknowledgment Statement. . . a?. t�r 19 OtherDriveway permit (ccnst. approval required prier to occupancv) When fou issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone?2?-4S-77and hold for pickup ateooffice. Deliver w/inspector. Other :3 14 3 -&t _1;L3 Applican Date 2 Ikh r Copy of plans sent Health Dept., Fire Dept., Other Date A During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at ' Pe of ap IWcation, c'rcle item.) 1: Index permit for above Items No. 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other By Date 7- 2 —e( Plans checked by Date Plans approved by IT _ - Date Other: d149 fS7r-oft& Row= Copy—DPW TO: building Department FROM: Encroachment Permit Section RE: Driveway Clearance* - owner location AP # Driveway permit . ?%Z % -G' has been issued for the above property. �olfOle, :date Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT .RECORDED IN OFFICIAL RECORDS FOR RESIDENTIAL DEVELOPMENT OF BUTTE COUNTY. CALIFORNIA AT TH REQUEST OF Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 8(;-201023COM Qq �EALTH TITLE CO. d6 JUN 25 AN 11: 1 The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of th:E$EAOR M. EC ER property may be subject to inconveniences or discomfort arising fr4LER�(_RECORDER F. �!�5 the use of agricultural chemicals, including, but not limited to•herbicides, pestici3'es, 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 zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Lot 17, as shown on the map entitled "WATSON SUBDIVISION UNIT NO. 2" which map was filed in the Butte County Recorder's Office, July 27, 1981 in Book 80 of Maps, at pages 92 and 93. Date: June 23 1986 Lawrence Demmer .4 • PROPERTY OWNERS: Annette uenuner State of Calif. ) On this the 23rd day of June , 19 86 , before SS. me, the undersigned Notary Public, personally appeared County of Butte ) LAWRENCE DE M4ER AND ANNE'ITE DEMMER /x/ Personally known to me.. / / Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) are subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A. P. No. ,� 7 -- 3a e i11S W4. L e, Public 0OFFICIAt SEAL 4 ROSEMARY SISNEROS e ♦�'�'t s ♦ '�•�• t:x� �• .�, NOTARY PUBLIC • CALIFORNIA PRINCIPAL OFFICE IN e o TF_HAMA COUNTY RESIDENTIAL PLAN CHECKING GUIDE 7/85 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNER A.P. # GENERAL ,Zoning requirements: (sideyards and number of permitted living units). a . Valuation. l3'– Plans signed by designer. _4. -'Energy Design and Compliance. Existing violations on property. PLOT PLAN /11 complete parcel size and dimensions. Setbacks, sideyards, easements, etc. �� her buildings or structures. Grading, fills, drainage. ao5o"Flood hazard. (� . Special conditions on creation map or compliance document. FLOOR PLAN Complete to scale plan with dimensions. .2—.'Required windows for light and ventilation (Sec. 1205). " Required windows for second -exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). o&' Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. ,A'.' Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Set. 503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS oun P P Pnonvh to construct buildin ��%��'"�� Floor construction details complete enough -:to construct building. 6-Z-. i Elevations and wall construction details complete enough to construct building. - Roo construction eta;lacnme enoug o construct buil info. fireplace construction details and ca cs f�! Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR ,J,. -----Exposure I plywood on exposed locations and overhangs.Oke T Stairway details: landings, §ise and run, head clearance, handrails (Sec. 3306). 3. Guardrail details,(Sec. 1711& 3306(j))., Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds.(Sec. 4706). fr: - Proper ro�"9 or_xoof_c ng (Chapter 32Y. V1,,�. 7. t-er"ties or bearin ridge beam. RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) ` _4!.!" Garage door or porch header sizes. .- Ldequate racing. / iving area over garage - complete 1-hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). �.Attic access and ventilation (Sec. 3205). 3!�Underfloor access and ventilation (Sec. 2516) ;A—Wood stoves, clearances, alcoves & 1-hour sha ts. Combustion air for fuel burning appliances. ,Ida!Noise requirements on duplexes. jr7�" Adobe soils - special foundation design. ;.B.— Retaining walls requiring design. Unusual shape, size-ox-split level house requiring lateral design. Jd S ,.' RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY FORM r Owned Climate Zone Permit No.. Fl(!�or Area / . Compliance path: Package ❑ A ❑ B ❑ C ❑Point System ❑ Budget ® Other 05�5 % 6.3 MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: t Roof/Ceiling FG, ® Wall ❑ Sla Floor Perimeter ❑ sed Floor (2) INFILTRATION• ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. �} (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier M (E) Electrical outlet plate gasket 71"9 .*74 ❑ .(F) Air-to-air heat exchanger (3) GLAZING: (A) Location Area Glazing %Floor Area Single Double Triple ® Total Bldg 3�6 Zo, 49 ® North East �1 South / S g A- West S'' 1, 10 Skylights Q (B) Shading Shading Coefficient Description ❑ East ❑ South ❑ West ❑ Skylights ® (C) South Overhang Length of projection ft. Description ❑ (D) Moveable insulation: Area ft2 Description (E) Thermal mass 13 Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. 'HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location 7/83 FORM ® (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily • accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING, VENTILATING; AIR CONDITIONING SYSTEM (A)' -Heating Central Gas Furnace % (brand and model number). SE Btu/hr (heating capacity) ❑ Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar -'type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope [] Other or (describe) *1 (B) Cooling ® Electric Air Conditioner. (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. 0 (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. 0 (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (a (G) DUCT CONSTRUCTION & INSULATION. All transverse duct; plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 (6) DOMESTIC WATER SYSTEM (g) Gas Only Gallons . (brand and model number) (tank size) n1 Heat Pump w/Electric Backup `- (brand and model number) Gallons. (tank size) [] *2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft2 (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) Location of Solar Panels El Other (Describe) ®�. (B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) PIPE INSULATION. The five Y,:rt of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and. bathrooms shall have an efficacy...of pot less than 25 lume bs per watt (usually florescent). ' *1 Submit documentation o.f sizing heating and cooling equipment by Manual J, sizing . charts (form #4) or other approved methods, section 2-5352(g), and fill out the following;___ Heating: Winter design temperature °, elevation heating .load �51 BTU elevation factor ./,a x heating load - maximum outlet capacity gas furnace IW D BTU Cooling: Summer design temperature /00 ", cooling load S5�3; vBTU *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. . I: DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. i 7/83 SI TURF OF UI NG DESIGNER OR APPLICANT 3 ZONE 11 OWNER�L _ L e Q�-��� POINTS PERMIT NO. 1-7-tt ASSIGNED ACTUAL A 1. SLAB - INSULATION " S VI 2. P,AISED FLOOR - R-19 3. CEILING - R-30, �C) d 4. WALL - R-19 of /y d 5. NORTH GLAZING 2.4-3.60 7-3_ 6. EAST GLAZING - 2.5-3.6% 7.0 7. SOUTH GLAZING - 1.6-3.6% S. WEST GLAZING - 2.9-3.6% z� 4 9. SKYLIGHT - 0-1.37 Q• �i 10. SHADING (Exclude Overhang) EAST - C© •v .66 p SOUTH - II` .19-.42 Z WEST -„ .13-.36 3 .SKYLIGHT - A.. Z .3.7-.57 11. HORIZONTAL SOUTH OVERHANG 2' _ C? 12. :LOVABLE INSULATION - NONE Q n 13. INFILTRATION (Standard=0)(Tight=+12) 07e.4 -0 14. THERMAL MASS SF 15. GAS FURNACE (SE) 71-76% d 16. HEAT PUI(P (EER) 7.5-7.9% 17. DUAL PACK (SE, SEER) 8,0-8.3/71-76% WOOD STOVE f7 a %K WATER NEATER , ATTIC 7 fO % OTHER 1 TOTAL POINTS =l -able 3-1. Slab Floor Points I Tn=•jla- I R -Value of Insulation 1 I tion I 1 I Depth, -T--T ( inches 1 0-2 1 3-4 1 5-6 1 7+ 1 T _TI 1 I I I I 10- 11 I -5 1 -5 I -5 1•-5 1 1 1.2 - 15 1 -5 I -3 I -2 1 -1 1 1 16 - 19 I -5 j -2 I -1 1 0 1 I 20 + I -5 1 -1 1 0 1 +1 I I I 1 I I i 7/7/83 Table 3-2. Raised Floor Points R -Value of I Ineulation I - Points below 3 I -12 3-4 1 -8 5-7 I -6 8- 12 I -4' 13 - 18 I •r2 •19+ I 0 I Table 3-3a. Ceiling Insulation Points I R -Value of Insulation I Points I I I I 1 22 I 230 0 I I 38 I +2 I I 49 I +4 I Table 3-4a. Wall Insulation Pointe I R -Value of Insulation I Points I I I 19 j 0 1 24 1 +2 30 i +3 Table 3-5. North-FacinS Glazing Pts 1 I Glazing Type I Total I 1 i x of Sngl, Dbl, Trpl, I Floor l V- I U- I U. I I Area 10.66 1 0.42- 1 0.41 1 I 1 1.10 10.65 1 down I 0 +4 +4 +O 1 0.1- 1.2 1 +4 ! +4 1 +4 1 1 1.3- 2.3 I +1 I +2 1 +2 I 1 2.4- 3.6 I -2 I 0 1 +1 I 1 3.7- 4.8 I -4 1 -2 I -1 I 1 4.9- 6.1 1 -7 I -4 ) -3 I 1 6.2- 7.3 1 -9 1 -6 1 -5 I I 2-4- STI -12 I --"1 -7 I I 8.3- 9.7 1 -14 1 -10 1 -8 I ( 9.8-10.8 1 -17 1 -12 I -10 110.9-12.0 1 -19 I -14 1 -12 I 112.1-13.2 1 -22 I -16 1 -13 I 113.3-14.5 1 -24 1 -18 I -15 I 1 14.6-15.3 1 -27 1 -20 I -17 I Table 3-7. I Total I Z of I Floor I Area I 0 I up to 1.5 I 1.6- 3.6 I 3.7•- 5.2 I' 5.3- 6.5 I 6.6- 7.7 1 7.8-_8.9 I - 110.1-11.5 1 11.6-13.0 i 13.1-14.5 I 14.6-16.0 I -FacingGlazingPte Table 3-10. Shading Coefficient Points Glazing Type I 1 I Sngl, Dbl, Trpl, I (U - I (U- I (U - 1 11.10) 1 0.65) 1 0.41)1 Ipoints I dints I ointsl +s +9 +3 I +2 1 +2 I +2 1 I -1 I 0 I 0 1 I -4 I -2 I -2 i I -6 I -4 I -3 I I -9 I -6 I -5 I 1 0 1 0 1 0 1 0 1 0 I 43-.66 1 0 1 -1 I -2 1 -2 I -3 I -13 I -id .I -9 -17 1 -13 I -11 1 -21 1 =16 I -14 1 -25 ( -19 1 -16 -23 1 -22 I 1 -19 I I I Table 3-8. West -Facing Glazing Pts. I I Glazing Type I I Total I I I x of I Sngl, I Dbl, Trpl, I Floor I (11 - I (U - I (U - I 1 Area 1 1.10) 1 0.65) 1 0.41)1 I I oints 1 oints I dints! O +6 +6 I up to 1.3 1 +5 1 +6 I +6 I 1 1.4- 2.2 1 +3 1 +4 1 +5 I 1 2:`P-1 0 1 n' I +3 I 1 2.9- 3.6 1 -3 I 0 1 +1 1 1 3.7- 4.2 1 -5 1 -2 1 0 1 1 4.3- 5.0 1 -8 I -4 ( -2 I I 5.1- 5.6 1 -10 1 -6 ( -4 ; 1 5.7- 6.2 1 -13 1 -8 I -6 I 6.3- 6.9 1 -15 1 -10 I -7 I 7.0-•7.6 1 -18 1 -12 1 -9 .1 1 7.7- 8.2 1 --20 1 -14 1 -11 I 1' 8.3- 8.8 1 -22 1 -16 I -13 I 1 8.9- 9.5 1 -25 I -18 I -15 1 9.6-10.1 1 -27 -20 1 -16 1 10.2-11.0 1 -29 I -23 1 -17 11.1-11.8 1 -35 I -26 I -21 I 11.9-12.7 I -33 I -29 I -24• I 12.8-13.5 I -42 I -32 I -27 1 13.6-14.3 1 -46 1 -35 1 -29 1 14.4-15.2 1 -50 1 -33 I -32 1 Table 3-9. Sk lip.ht Points Table 3-6. East -Facing Glazing Pts. 7- TI I Glazing Type I I I Glazing Type I I Total I 1 ----I Total I 1 I %of Sngl. Dbl, Trpl, I 2 -of I Sngl, Dbl, Trpl, I Floor I U- I U- I U- I I Floor 1 (U - I (U - I (U - I I Area 1 0.66- 1 0.42- 10.41 I I Area 1 1.10) 1 0.65).1 0.41)1 1 1 1.10 1 0.65 1 down I ( i I lnts Ipoints I ointsl 0o+ 7 1 + 4 +4 I up to 1.3 1 -1 1 0 I 0 1 I a I I up to 1.3 1 +3 I +4 +4 1 1 `P'q---"2` 2 I -3 1 `3" I -1 I -T 1 1.4- 2.4 1 +1 I +2 1 +2 1 1 2.3- 2.8 1 -6 1 -4 1 -3 1 I I 1 -2 I -'V' 1 0 1 I 2.9- 3.6 1 -9 1 -6 1 -5 1 I 1 3.7- 4.6 1 -5 I -2 I -1 1 I 3.7- 4.2 1 -11 1 -8 1 -6 1 1 I 4.7- 5.5 1 -8 i -4 I -3 1 I 4.3- 5.0 1 -14 1- -10 1 -8 I I I 5.7- 6.7 1 -10 I -6 I -5 1 I 5.1- 5.6 1 -16 1 -12 I -10 I I ( 6.8- 7.7 1 -13 I -8 I -7 1 I 5.7- 6.2 1 -19 1 -14 I -12 1 1 I 7.8- 8.7 1 -15 i -10 1 -8 1 1 6.3- 6.9 1 -21 1 -16 I -13 I 1 1 8.8- 9.7 1 -1.7 I -12 1 -10 1 1 7.0- 7.6 1 -24 1 -13 1 -15 1 9.8-11.2 1 -21 1 -15 1 -13 1 1 7.7- 8.2 1 -26 1 -20 1 -17 I 1 11.3-12.7 1 -25 1 -18 -1 -15 1 1 8.3- 8.8 1 -28 1 -22 1 -19 I ( 12.8-14.0 1 -23 I -21 1 -18 1 1 8.9- 9.5 1 -31 1 -24 1 -21 I 14.1-15.3 1 -32 I -24 1 -20 1 1 9.6-10.1 1 -33 1 -26 -22 I -------.�_-. I---I-----� I----�---! - ---1-- 1-- SC by r I 1 Orien- 1 2 Floor Area tation j 1 1 East I I 3.2 I i 0-3.1 6.4 up ( 6 I o) i I 0 -.19 I 0 1 +1 I +2 -.20-.36 I 0 I 0 1 .11 I I .37-.82 0 1 0 1 -1 ( .83 up I I 0 I -1 I -2 1 I I I South 1 0 1 3.2 1 6.4 1 8.0 1 9.6 I I to 1 to. I to I to I up I i 1 3.1 16.3 17.9 1.9.5 1 I 0--18 1 0 1 +1 I +2 1 +2 1 +3 I .19-.42 1 0 1 0 1 0 1 0 1 0 I 43-.66 1 0 1 -1 I -2 1 -2 I -3 f '97ap i l 0 l -2 I. -0 I =S1 -6 West I .1 11.6 1 3.2 16.4 1 9.0 I to I to, i to I to I up 1.5 i 3.1 i 6.3 i 7.9 0-.12 1 0 1 +1 I +3 I +6 1 +7 .13-.36 1 0 1 0 1 0 I 0 1 0 .37-.57 1 0 1 -1 1 -3 I -6 ( -7 -58--82_1 -1 1 -AL1 .-6 1 -12. 1 -15 T3up 1 -2 1 -4 1 -8 1 -16 I -.70 I I I I I Skylight 1 .1 1 .8 1 1.6 1 3.2.1 4.0 I to I to I to I to I to I.7 1_5 IT 3.13 .9 5.2 0-.12 1 0 1 +1 I +3 I +6 I +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 I -3 I -6 I .58-.82 I -1 I -3 1 -6 1 -12 I -. .83 up 1 -2 I -4 1 -8 I -16 I -20 Table 3-1l. Horizontal South Overhand- Points South Glazing Length Out I Area, I of Floor I I from Wall I _ I I ft r 0-6.3 i 6.4 up I 0 - 0.5 -2 -4 10.6 - 1.0 I -2 I -3 I 11.1 - 1.9 I -1 I -2 1 .2.0 up I 0 I 0 I I I I Table 3-12. Movable Insulation Points I Moveable Insulatlon'l I 1 Area, 2 of Floor 1 Points 1 I I I I 0- 5.5 I 0 I I 5.6 - 11.5 I +2 I I 11.6 - 17.5 I +4 I I 17.6 - 23.5 I +6 1 1 _23.6+ I +8 1 Table 3-13. Inllltzation Control Fer.tures Points - - r -- i I Control Features I Points I IT__ I I I Standard I 0 I ! i I i 1.9 air changes per hr I I T- I I. I Tight I +12 I I I i 1 0.6 air changes per hr I' I I I i Table 3-15. Cas Furnace Without Refrigeration Cool!r. Points r- 1 1 Seasonal Efficiency 1 Ports I i (SE), � I 1 I 71 - 76 I 0 1 1 77 - 82 I +2 t I 83 - 38 I +4 t I 89 - 94 ! +6 • t 1 95 up t +8 1 I I I Table 3-16. Heat Pumo Points 1 Energy Effie:eney I Points t I Ratio (EER) ! 1 I 7.5 - 7.9 I +3 t I S.0 - 8.3 I +6 I I 8.4 - 3.7 I +9 I I 8.8 - 9.1 I +12 I I 9.2 - 9«6 1 +15 I I 9.7 - 10.2 I +18 I I 10,3 - 10.8 I +21 I 1 10.9 - 11.5 I +24 I I 11.5 - 12.3 i +27 I I 12.4 - ) 13.2 I I +30 I I 4 2 Table 3-17. Cas Furnace With !Refrigeracioal Cas Furnace I Cooling 1 SE 1. I171 -177-i83-189-1 1 1- 7-183- 89- 1 8.0 - 8.3 1 Of +21 +41 +61 +8 1 1 8.4 - 8.7 1 +21 +41 +61 +81+10 1 1 8.8 - 9.2 1 +41 +61 +EI+101+12 1 1 9.3 - 9.7 1 +61 +81+1011121+1'+ I 1 9.8 - 10.3 1 +31+101+121+141+16 1 1 '_0.4 - 10.9 I+1Gj+L2j+141+161+13 I 1 11.0 - 11.5 1+121+141+161+-181+i0 1 7/7/83 TAELE 3-14 (ADAPTED) MASS AREA 1,000 SQ. FT. , A 8 C 50 0G. 150 200 253 300 350 400 500 600 790 130 901 1,000 1,;OU 1,200 1,300 1"00 i.i00 2,000 2,509 J. COO 3,500 4,000 4,500 ZONE 11 INTERIOR THERMAL MASS POINTS 1,500 2,000I 2,500 I 3,000 I 3,500 4,000 I 4,500 5_,000 1 B C D A 6 C III A B C D A B C 0 A 8 4' 0 A 8 C D I A 5 C G A B C- L 1 2 2 2 2 2 2 2 0 j 2 2 2 0 1 0 0 0 0 0 0 0 0 0 D 0 0 1 0 0 0 0 0 C 0 0 0 D 0 0 1 4 4 4 2 2� 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 n. 0 0 0 0 6 6 6 4 4 4 4 2 2 -2 2 2 2 2 2 2 2 2 2'2 2 2 2 2 2 2 2 0 2 ? 2 0 I 2 2 2 oil 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 i 2 +2 2 0 10 10 8 6 6 6 b 6 6 6 4 2 r' 4 4 2 0 4 2 2 2 2 Z 2 2 ? 2 2 I 2 2 2 2I 2 2 2 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 7 1 2. 2 2 2 14 14 12 8 10 10 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 i 4 4 2 7I 2 2 2 2 14 14 12 8 1010 8 6 8 8 6 4 6 6 4 4 6-6 4 2 4 4 4 2 4 4 4 2 I 4 4 2 2( 4 4 2 2 18 18 16 10 12 12 10 6 10 10 8 6 R _8 6 4 6 6 6 4 6 6 6 2 6 6 4 11 4 4 4 2 4 4 4 j 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 C 6 4 6 6 6 4 I 6 6 4 2I 6 6 4 2 1 24 24 20 14 18 16 14 10 14 14 12 B 10 10 10 6 10 10 8 6 8 8 6 4 8 6. 6 4 1 6 6 5 41 6 6 R 2 26 14 22 16 70 16 16 10 14 14 12 8 12 10 10 6 10 10 8 6 10 R 8 4 ? 1 6 6 4 I 8 6 6 4I 6 6 c 4 28 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 I 0 8 '8 4 B 8 6 4i E 8 6 c i 30 70 25 18 i22 20 20 14 10 18 16 10 14 14 12 8 12 17 10 6 12 10 10 6 10 10 8 6 18 8 0 4j n 8 C 4 i 32 32 28 20 I24 24 22 14 20 20 18 10 16 16 14 8 14 114 14 12 8 12 12 10 6 10 l0 10 6 111 10 8 CI !J e f , 34 32 30 22 26 26 22 16 22 20 18 12 IS 18 14 10 14 12 8 14 12 12 8 '12 I12 12 10 6 1 0 �12 10 8 6 ? 10 l n 8 6 i 34 34 32 22 28 26 24 16 22 22 20 12 18 18 lE 10 14 14 14 8 14 12 12 8 12 10 6 !0 10 61 10 1,0 F. 6 34 34 32 24 28 28 26 18 24 24 20 14 20 20 18 12 18 16 14 10 14 14 128 14 14 12 8 12 12 :G CI ID 13 13 c 36 34 34 24 30 30 26 18 24 24 22 14 I22 20 18 12 18 18 16 10 16 lE 14 6 14 14 12 t! 1? 12 10 0112 17 1... e i 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 i 20 20 18 12 18 18 16 10 1 IC 16 i4 L14 14 12 5 j 34 34 30 22 I30 30 26 18 26 26 24 16 124 24 22. 14 22 22 13 :2 20 2G IS !: 1 1y 13 I6 1 34 32 30 22 30 30 26 18 28 26 24 16 124 24 22 14 22 22 20 141 - :J ,': 12 - 32 32 30 20 30 30 26ld �26 28 24 16 26 24 22 141 ±4 24 20 i 1.1 I 32 32 3 0 20 30 30 26 1 8 i 2s 28 24 1t 5 2b 22 1f 32 32 28 20 1 30 30 26 it 32 T? 2i 10 j-iJ 76 1= A) 1. 314' Concrete Slab: HC -8.93; R-.29; Factor -7.3 2. 3 3/4' Thick Common Brick: IIC-1.125; R-.13; Factor -7.3 B) 1. Sh' Concrete Slab: HC -14.106; i-.458: Factor•7.1 [) 1. 8" Solid Filled Block: HC -20.63; R-1.93; Factor -6.1 2. 8" Solid Filled Block With Both Sides Exposed To Conditioned Air, NOTE: Use all square footage directly exposed to conditioned air for Thermal'Mass Area: NC -10.164; R -,96L; Factor -6.1 0) 1" Thick Concrete/Ti.le: HC -2.5S; R-.083; Factorr3.7 Table 3-19. Zonally Controlled Electric Resiotance Space Heating Points Points for this measure v!11 Table 3-2n. Solar Water Heating With Cas Backun Points ( be completed after the CEC I i has approved an Alternative i I Component Package for Resistance I 1 seat. I Table 3-13. Active Solar Space Heatine with Cas Points Net Solar Fraction I Points I (NSF). x I I I 1 I 0-6 I 0 I i 7 - 14 I +2 I 15 - 23 I +4 I I 24 - 30 I +6 I ( 31 - 39 I +8 I I 40-47 I : +10 I I 48 - 55 I 4-12 I I 56 - 63 1 +14 I I 64 - 71 i +18 I I 72 up I +20 I I: I wood stove #33 points -(no back up) ca.sablanca fan + 1point Multifamll (per unitpoints) 0 i I I Beat Pump I I I I 0 1 I I Solar with Electric I 1 I Re+!stance Backup I Floor Area I Meeting the Require- I I Net Solar Fraction (NSF), Z 0 1 I perunit, I I On. ly ; I I -:0 ! -1 ft2. 0.9 10-19 20-29 30-39 40-49 50-59 60-69 70-79 , 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,500-1,9990 +1 +3 +4 +6 +7 +8 +10 2 f!00 and u 0 ' +l +2 +4 +5 +6 +7 +9 All others (Pe buildinr points) _ 800-8.99 0 +5 +10 +14 +19 +24 +29 r +34 900-999 0 +4 +9 +13 +17 +il +26 +30 1,1100-•1,199 0 +4 +7 +11 +15 +19+22 +26 1,20(,1,499 0 +3 +6 +9 +l2 +15 +18 +21 1,500-1,999 0 +2 +5 +7 +9 +12 +14 +1c 2,1100-:,999 0 +2 +3 +5 +7 +8 +10 +11 3,000 nr.d uo 0 +1 +3 +s +5 +7 +S +10 System Type Points I 1 I Cas Only I I 0 i I I Beat Pump I I I I 0 1 I I Solar with Electric I 1 I Re+!stance Backup I I I Meeting the Require- I I I ment-i to Pact 2 I I I 0 1 I I Eltecrte Resistance I I I On. ly ; I I -:0 ! -1 FORM RESIDENTIAL RESIDENTIAL ENERGY PIAN CHECK/INSPECTION SUMMARY 17!0-x. Owne Climate Zone Permit No. �r Area f�0 -" ;;,Wpliance path: Package .❑ A ❑ B ❑ C ❑,Point System ❑ Budget Other ,a75, .` MIN <:. �'. R -VALUE DESCRIPTION REQ 'D ' INSTALLED ITEMS (1) INSULATION: Roof/Ceiling /Z•30 fro, iA�vc., Wall 1Z - 19 , ❑ Slab Floor Perimeter r' ❑ Raised Floor INFILTRATION: .(2) ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the . 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier 1-7 (E) Electrical outlet. plate gasket oV ❑ (F) Air-to-air heat exchanger (3) GLAZING: , (A) Location Area Glazing %Floor Area Single Double Triple Total Bldgla North /'?o,s East South 00.0 $, $ _ f CO' West Skylights 4-,6; (B) Shading ' Shading Coefficient. Description �.,® East , 6o6, i—_UAL GL02/ FAAM.5 SouthColi West { Skylights , Qa8 sGiJ ' ®� (C) South Overhang 2'o { Length of projection ft. Description i 13(D) Moveable insulation: Area ftZ Description • (E) Thermal mass Type R_ - 5L4161 - Area -72 Ft.2 HC= 8,1; R- 2 I '`' MC= It% Location F�0/2 Type Area�Ft. MC= a, 7 Location SFS re { ❑ f Type - Area Ft. HC= R=' !. MC= Location. 13. Type - Area Ft. HC= R= - MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location 7/83 ••-- ZONE 11 I Clazlnb.Type I Orten- b , Trpl, �� Of4NER D�MMt� _ . l V- POINTS Table 7-3a. Ceiling Insulation Points I Ates PERMIT NO'. -' • 0.42- ASSIGNED ACTUAL . 11.10 0.65 ( dovn 1 �1.2 R -value of Insulaclon Points 1. SL -%B - INSULATIO14 NONE o.t _5 i i +4 I 9 I +1 1 .2 I +2 I " 2. P.AISF.D FLOOR - R-19. mints +1 I 1 19 ( -4 1 I -2 -1 I 0 22 I -2 1 3. CEILING - R-30 1 6.2- 7.3 I -9 ( I 30 ( 0 I I 7.4- 8.2 I -12 1 -8 I -7 I /1 4. WALL - R-19 -to I d 49 I I i +41 L 5. NORTH GLAZING - 2.4-3.6% 110.9-12.0.1 -19 1 -14 ( 6. EAST GLAZING - 2.5-3.6%7. -22 1 -1.6 1 -13 (. SOUTH CLAZING - 1.6-3.6% P12 Table 3-4a. Wall Insulation Points S. WEST GLAZING 2.9-3.6% i R -Value of Insulation i Points 9. SKYLIGHT - 0-1.3% 1 16 - 19.1 -5 1 -2 1 -1 A 0 '1 I 13 - 18 1 .2 I 1 •6.8'- 7.7 1 -13 1 -8. 1 =7 + 1 -S 1 -1 1 0. I +1 1 10. SHADING (Exclude Overhang) � t N !/0 --V 24 -8 �Ir'-20 .83 up. I -2 1 -4 I -8 I -16 1 -21 i I I +2• I EAST - .67-.82 Q �: 30 i +3 ' SOUTH - .19-.42 - 2 WEST - .13=.36 - Table 3-S. North -Facto ' Clazin Pts SKYLIGHT .37-.57 11. HORIZONTAL SOUTH' OVERHA110 2' r1 0 ' 12,, MOVABLE INSULATION - NONE i- 13. INFILTRATION (Standard-0)(Tight-+12) 14. THERMAL MASS 15.. CAS FUPUNACE (SE) 71-767 16. HEAT PUMP (EER) 7.5-7.99. 17. DUAL PACK (SE. SEER) 8,0-8,3/71-767( bc�, _�s�•�s 19. ACTIVE SOLAR 60% 11IN (NONE) .. 19. ZONALLY CONTROLLED ELECTRIC 20. SOUR WITH CAS BACKUP (HW) 21. OTHER - NO ELECTRIC (Hw) b A1C! a Table 3-6. Cast-Paeln Glazing Pts. ITEMS SHOWN - ZERO POINTS --1 T- �� Total Z.of'ngl. I Clazlnb.Type I Orten- b , Trpl, I Ylooe l V- l u-• I u- I I Ates 10.66- 0.42- 1 0.41 1 I 11.10 0.65 ( dovn 1 �1.2 +44 a+4 T o.t 1 I .I +4 I 2.3 I +1 1 .2 I +2 I 3.6 I -2+1 mints +1 I 4.8 I -4 I -2 -1 I I 4.9- 6.1 1 -7 1 -4 ) -3 1 1 6.2- 7.3 I -9 ( -6 I -3 I I 7.4- 8.2 I -12 1 -8 I -7 I I 8.3- 9.7 I -14. I -to I -8 I I 9.8-10.8 ( -17 1 -12 I -10 I 110.9-12.0.1 -19 1 -14 ( -12 i I 12.1-13.2 1 -22 1 -1.6 1 -13 (. 113.3-14.5 I -24 .1 -18 ( -13 I 14.6-13.3 i -27 i -20 I. =I7 I South -Facing Clatine Pts 'fable 3-10. Shading Coeffieienr pest•... 1 I Glazing Type 1 1 • Total 1 I 1 2 of 1 Sngl, I Dbl, TrpI. I floor I (u - I (U - I (U - I I Area ( 1.10) 1 0.65).l 0.41)1 I I oints I oints I olntsl .1 up o 1.3 1 +2 I 2 1 +2 1 1 1.6- 3.6 1 -1 1 0 1 0 1 (. 3.7•• 3.2 1 -4 1 -2 1 -2 1 I 5.3- 6.5 1 -6 1 -4 1 -3 I I 6.6- 7.7 1 -9 -1 -6 • I -3 I 1 7.8- 8.9 I -11 I -8' 1 -7 I I •9.0-10.0 I• -13 I -10 ,I -9 1' 110.1-11.S 1 -17 I -13 -11 I 1 11.6-13.0 I -21 1 =16 -14 I ( 13.1-14.5 I -25 I -19 1 -16 I 114.6-16.0 1 -28' I -22 1 -19 I able 3-8. st-I aclng Clatln' Pts. Claztnl .Type Total Z of I Shgl. Obi, _ Trpl, Floor I (u - I (U - I (U - I Area 11.10).1 0.65)'1 0.41)1 I olnts I oints I olntsl o +i +i +i -T up to 1.3 1 +S 1 +6. 1 +6 1' 1.4- 2.2 1 +3 1 +4. 1 +3 1 2.7- 2.8 1 0. 1 +2 1 +3 1 2.9- 3.6 I -3 1 0 1 +1 1 ).1- 4.2 I -3 1 -2 1 0 I. 4.3- 3.0'1 -8 1 -4, 1 -2 I 3.1- 5.6 I -10 ( -6 1 ._4 5.7- 6.2 1 -13-8 I -6 1 6.3- 6.9 I -13. .-10 I -7 1 7.0- 7.6 I -18 I -12 I -9 I 7.7- 8.2 .1 -20 ) -14 I -I1 .I 8.3- 8.8 1' -22 1 -16 •1 -13 1 8.9- 9.3 I -23 I -l8 '1 -15 I 9.6-10.1 -21 ( -20 1-16, 1 10.2-11.0' -29 i -23 1.-17 1 11.1-11.8 I -35 I =26 1 -21 11.9-12.7 1 -38 I -2'9 .1 -24' I 12.8-13.5 1 -42 I -32 1 -27. I 13.6-14.3 1 -66 I • -33 1 -29 I 14.4-13.2 1 -30 ( -33 1 -32 I Table 3-9. Sk ll+ht Points I - I Glazing Type 1 I Total, I 1 I Z .of T Sngl. Dbl', Trpl, I Floor I U- I u- 10- I I Area 1 0.66- 1 0.42=,1 0.41 1 1 1 1.10 1 0.65 1 down I I up to -1.3 I -1 I o I 0 I 1 1.4- 2.2 1 =3 I • -2 1 ' -1 1 i 2.3- 2.8 1 -6 1' -4 I -3 I 1 2.9- 3.6 1 -9 ( -6 ( -3 I 1 3.7- 4.2 1 -11 1 -8 1 -6 1 I 4.3- 5.0 1 -14 i • -10 . ( 5.1- 5.6.1 -16 1 -12 1 •-10 1 1 5.7- 6.2 1 -19 1'-14 1 -12 1 I 6.3- 6.9 1 -21 1 -16 1 -13 1 1 7.0- 7.6 1 -24 1 -IS 1 -15 1 I 7.7- 8.2'1 -26 1 -20 1 -17 1 I 8.3- 0.8 1 -28 1 -22 1 -19 1 8.9- 9.5 1 -71 1 -24 1 -21 I 9.6-10.1 1 -33 1 -26 1 -22 I I s� cby-I -_ I Orten- I 2 Floor Area I Total I 2 of 1 Glazing Type I Last 1 Sngl. bbl, Trp}. Table 3-1. Slab floor Points Table 3-2. Raised Floor Points" I Floor I (U - I (U -' I (U P I I 0 I 0 I -1 T i 0 I -1 ; -2 I Area 11.16) 10.65).1 0.41) I In-•ila- I R -Value of Insulftlan I I R -Value of I. I 1�I mints I points loot , I tiwn - I I I Insulation I Points..I' r o '' �- + I a 4� Der h, _r I I1 I up to 1.3 1 +3 I +4 I +4 I lncues 1 0-2 1 3-4 1 S-6 1 7+'1 I to 1 to I to 1 1.4- 2.4 I +1 1 +2 1 +2 1.5 i 3.4 i 6.2 below 3 -12 1 1 2.5- 3.6.1 -2 1 0 1 0 I 46 1 +7 .13-.36 1 oil 0. I 0 3.7- 4.6 1 -5 1 -2 1 -1 1 0- It 1 -S 1 -3 1 -3 1 -5 1 1 S- 7 I -6 I 1 4.7- 3.6 1 -8 1 -4 1 -3 1 12 - 13 1 -5 1 -3 1 -2 1 -1 1 I 6- 12 I -4' 1' 1 5..7-' 6.7 1 -10 1 -6 1 -5 1 16 - 19.1 -5 1 -2 1 -1 A 0 '1 I 13 - 18 1 .2 I 1 •6.8'- 7.7 1 -13 1 -8. 1 =7 + 1 -S 1 -1 1 0. I +1 1 I •19+ 1 .0 I 1 7:8- 8.7 I -15 I -10 I -8 �Ir'-20 .83 up. I -2 1 -4 I -8 I -16 1 -21 i I 8.8- 9.7 I -17 I -12 I -10 I 9.8-11.2 I 1 -15 I -13 11.3-12.7 1 -18 I -15 12.8-14.0 -21 1 14.1-15.3 -24 I -18 -20 , South -Facing Clatine Pts 'fable 3-10. Shading Coeffieienr pest•... 1 I Glazing Type 1 1 • Total 1 I 1 2 of 1 Sngl, I Dbl, TrpI. I floor I (u - I (U - I (U - I I Area ( 1.10) 1 0.65).l 0.41)1 I I oints I oints I olntsl .1 up o 1.3 1 +2 I 2 1 +2 1 1 1.6- 3.6 1 -1 1 0 1 0 1 (. 3.7•• 3.2 1 -4 1 -2 1 -2 1 I 5.3- 6.5 1 -6 1 -4 1 -3 I I 6.6- 7.7 1 -9 -1 -6 • I -3 I 1 7.8- 8.9 I -11 I -8' 1 -7 I I •9.0-10.0 I• -13 I -10 ,I -9 1' 110.1-11.S 1 -17 I -13 -11 I 1 11.6-13.0 I -21 1 =16 -14 I ( 13.1-14.5 I -25 I -19 1 -16 I 114.6-16.0 1 -28' I -22 1 -19 I able 3-8. st-I aclng Clatln' Pts. Claztnl .Type Total Z of I Shgl. Obi, _ Trpl, Floor I (u - I (U - I (U - I Area 11.10).1 0.65)'1 0.41)1 I olnts I oints I olntsl o +i +i +i -T up to 1.3 1 +S 1 +6. 1 +6 1' 1.4- 2.2 1 +3 1 +4. 1 +3 1 2.7- 2.8 1 0. 1 +2 1 +3 1 2.9- 3.6 I -3 1 0 1 +1 1 ).1- 4.2 I -3 1 -2 1 0 I. 4.3- 3.0'1 -8 1 -4, 1 -2 I 3.1- 5.6 I -10 ( -6 1 ._4 5.7- 6.2 1 -13-8 I -6 1 6.3- 6.9 I -13. .-10 I -7 1 7.0- 7.6 I -18 I -12 I -9 I 7.7- 8.2 .1 -20 ) -14 I -I1 .I 8.3- 8.8 1' -22 1 -16 •1 -13 1 8.9- 9.3 I -23 I -l8 '1 -15 I 9.6-10.1 -21 ( -20 1-16, 1 10.2-11.0' -29 i -23 1.-17 1 11.1-11.8 I -35 I =26 1 -21 11.9-12.7 1 -38 I -2'9 .1 -24' I 12.8-13.5 1 -42 I -32 1 -27. I 13.6-14.3 1 -66 I • -33 1 -29 I 14.4-13.2 1 -30 ( -33 1 -32 I Table 3-9. Sk ll+ht Points I - I Glazing Type 1 I Total, I 1 I Z .of T Sngl. Dbl', Trpl, I Floor I U- I u- 10- I I Area 1 0.66- 1 0.42=,1 0.41 1 1 1 1.10 1 0.65 1 down I I up to -1.3 I -1 I o I 0 I 1 1.4- 2.2 1 =3 I • -2 1 ' -1 1 i 2.3- 2.8 1 -6 1' -4 I -3 I 1 2.9- 3.6 1 -9 ( -6 ( -3 I 1 3.7- 4.2 1 -11 1 -8 1 -6 1 I 4.3- 5.0 1 -14 i • -10 . ( 5.1- 5.6.1 -16 1 -12 1 •-10 1 1 5.7- 6.2 1 -19 1'-14 1 -12 1 I 6.3- 6.9 1 -21 1 -16 1 -13 1 1 7.0- 7.6 1 -24 1 -IS 1 -15 1 I 7.7- 8.2'1 -26 1 -20 1 -17 1 I 8.3- 0.8 1 -28 1 -22 1 -19 1 8.9- 9.5 1 -71 1 -24 1 -21 I 9.6-10.1 1 -33 1 -26 1 -22 I I s� cby-I -_ I Orten- I 2 Floor Area taclon +2 1 I Last 1 1 3.2�-_- 1 1 0-3.1 I to 16.4 up >23.5+ / I 6.) I 0 -.19 I o. I .20-.36 I 0 I 0 1 +1 I.37-.66 1 0 I 0 1 0 1 .67-.82 I 0 I 0 I -1 .83. up i 0 I -1 ; -2 1 South T 1 0 _T - T-_.. 1 3.2 1 6.4 18.0'1 9.4 I I to . I to I' to ( to I up � Ir. i I. 6•I7.919.5_ 1 +1 I +2 1 +2 I +3 1 0 -.18 1 0 I .19-..42 1 0 1 0 1 0 1 0 1 r, I .43-.66 1 0 1 -1 I -2 I -2 1 -.1 I• .67 up I o I -2 I -4 I -4 •I -S West ( .1 1.6 1 3.2.1 6.4 1 9.n I to 1 to I to 1 to I up 1.5 i 3.4 i 6.2 i. 7.9 0-.12 1 0 1 +1 1 +3 I 46 1 +7 .13-.36 1 oil 0. I 0 1 0 1 0 1 0 1 -1 1 -3 1 -6 1 .7 .58--e2 1 -1 1 -3 1 -6 1 -12 1 -15 .83 up 1 -2 1 -4 1 -8 i. -16 1 •77 Skylight 1 .1 1 .8 1 1.6 1 3.2 1 4.0 I to ( to 1 to I to I is I-7 I 1.3 I 3.1 I 3.9 1 5.2 0--12 1 0 1 +1 I +3 I +6 I +7 .13-.36 10( 0 I 0 1 0 1 0 .37--57 I 0 I.-1 I -3 1' -6 I - .58-.82 ( -1 I -3 1 -6 1 -12 1 •,- .83 up. I -2 1 -4 I -8 I -16 1 -21 i I -Table 3-11. Horizontal South Overhane Points - South Glaalnq I Length Out I Area, T of Floor 1 I from Wall 1 I I ft I 10-6.3 1 6.4 up I 1 v- 0.1 1 -Z I 1 1 0.6 - I:o I -2 1 -3 1 11.1.- 1.9 i -1 1' -2 1 2.0 up I o I 0 I Sable 3-12. Movable Insulation Points I Moveable Insulatlom"I I I Area, Z of floor I Points" I 0 - 3.3 I 0 I 3.6 - 11.5 +2 1 11.6 - 17.3 +4 1 17.6 - 23.: 1 +6 >23.5+ / +0 _ t GLAZING PIAN TAKEOFF SHEET FORM B 3-5 North Glazing QUANTITY SIZE AREA (SQ.FT.; 2 x - 80608 = ' 1 arv•� 2 x 4y'h0 a ;) x s �) x a o.) x a Total North Glazing = 1 (SQ.FT.; (a+b+c+d+e ) 7TAL 3-7 South Glazing JRTH TOTAL BLDG ikZING FLOOR -AREA 3os a 18ov Q.FT. SQ.FT. CONVERSION TOTAL x FACTOR NORTH GLAZING x 100. j 3-6 East Glazing QUANTITY SIZE AREA . (SQ.FT.) (a) l x 4.oly = (b) x a _- (c) I x 0*10 �24:p (d) x = (e) x .. Total East Glazing _ (SQ..FT.) (a+b+c+d+e) TOTAL EAST TOTAL BLDG' CONVERSION TOTAL x GLAZING' . FLOOR AREA FACTOR EAST GLAZING �ft;4p x. 100 x f SQ.FT. SQ.FT. ryr A T. 3-7 South Glazing TOTAL BLDG 3-8 West Glazing FLOOR AREA QUANTITY SIZE AREA- (SQ.FT.) Q•.FT. QUANTITY SIZE AREA (SQ.FT.) a) x ��� _ -4p (a) : 2 x x _C�OG„rp �.� (b) �— x !o 0;0 d) x 'h0 40 12 (d) x _ e) 2 x S,040= 4y (e) X. To-tal South•Glazing = '(a+b+c+d+e) _�.) e (SQ.FT Total West Glazing 3-(SQ.FT.) (a+b+c+d+e) ryr A T. TOTAL BLDG AZING FLOOR AREA x Q•.FT. SQ.FT: TOTAL CONVERSION TOTAL x WEST- TOTAL BLDG •CONVERSION FACTOR SOUTH GLAZING GLAZING FLOOR AREA FACTOR 100 Soo x 100 SQ.FT. SQ.FT. 3-9 Skylights ........:::..._._.:....... QUQriTITY SIZE AREA (SQ.FT..) b) x c) x Total Skylights (a+b+c) OTAL :PLIGHT TOTAL'BLDG: CONVERSION TOTAL x AZING :FLOOR AREA FACTOR SKYLIGHT GLAZING- + _I bcy x 100 Q.FT. ,SQJT. L TOTAL % WEST GLAZING r OWNER THERMAL MASS TAKEOFF SHEET PERMIT NO. ..Th.ermal mass: Materials which have the:ability to store heat (typical types are masonry, brick and ceramic tile). CThermal mass cannot be insulated from the interior of the building; (If covered by car- pet, cabinets.'or enclosed in closets the mass is considered insulated).... Thermal -mass floors must have an exposed and textured surface or design so that carpeting sill riot occur. (Covering of vinyl or asphalt tile and linoleum is permitted). 'TYPE Tj1ICKNESS IACA m DIMENSIONS AREA Entry Floor '_ x ' t SQ.FT. I Bath #1 Floor _' x _�' __SQ,FT, Bath #2 Floor ' x ' SQ.FT. . Bath #3 Floor - ' x C o N G. • �y + 11 Kitchen Floor ' x SQ. FT. Floor• x ' • __,.,SQ . FT . Floor . ' x . -_SQ. FT. Fireplace ' x '. S .FT. Fireplace. ' 'x ' S -._. Q•FT. Bath #1 Counters '. X. Bath #2 Counters • x ' _SQ- .FT. Bath #3 Counters 1. ' x ' SQ.FT. �� P Til. �" _ Kitchen Counters • x • SQ.FT. Wall Shield • x : • SQ.FT. Walls • x ' SQ.FT. Walls '..x • SQ.FT. - -_ Walls ' x SQ.FT. �x. SQ.FT. X SQ.FT. . �x SQ.FT. If compliance method proposed is other than the point system (where thermal mass.point charts are available), use calculation methods on reverse of this form -to show thermal mass compliance. /$0 :K3�: I4a • 82 g7— [door .4 -co. =4a 7/83 � .. �i /�j ��i ,. ir- TO: Building Department FROM: Environmental Health, Chico SUBJECT: Sanitation Clearance � P KA M e ✓ VLAo� Owner - ��-� c h _ 41—1L—'i� Locations App Plan approved for: sewage disposal water supply Hold final for: water supply Final clearance O.K.for,: t water supply Clearance for bedroom m home. Other Note***, ./ / Sanitarian Date S� S7(�.5);z�q 219 �r�Nr wnw C�NrNb i�w Gull 5tw Me� 2 q3� 232�� yak s�11 —4-x IzAm -2-C - I L40 -YV MK �f �d C 1�.1t �vQS 22dCi.Z�g 2 7 232. MIN r m Nl-w%i W�" /`� ^� S • Zx6G r(opD.G Gull 5tw Me� 2 q3� 232�� yak s�11 —4-x IzAm -2-C - I L40 -YV MK �f �d C 1�.1t �vQS 22dCi.Z�g 2 7 232. MIN r LONGFELLOW �EM946--e- ROOF SYSTEM Fv. I ` 1 a:` ,'i. L�s�. � S-., . F+R . ti. ' K rL`Il v `T..�a.r 5•`•Q.+err„s,�a. .'S, a..b, ..;iF ♦ !'• .�..- 'h •.Y,�w��»S ,l: F.: A .� ,4 ��f � a , � s ,. � ; � r1 •r •._ '+V . F, . - '1 �YS .y: - .[ �' •�•s.t. � 7f'�—y �.T- 'f m �pvP h. Y'•r.... i o o .1 Vt} •N� s ,gyp •• .a.. ' �. 7 , Q. )'oy. l.coTr 1i ! 1 - � In IA •JI \ \ Q � O S �S B:S�s �•', epi fu V �G- /(f�] •�_ zsa aar ocan sao !S d :g F N N N .JI Jt ti JI JI n (n! O 1T + �' � 1� l r •�. : D T C a1.f oQ I ! 0 �'i •! . ` m s Yy' ''�� r• N -� -• 4 a a V D . f• i N V T .. AA N N N a r Y � . 'm � � r ;t A. W �r a a a J• r { \\ x X x x y o or S O LiMM1 p 70y O V »yii n .k ••• N W W A N W W W a m Am CP m li t, +, u.noa Ina a;''I t N -u •l a s .V .V .N w A '�• `• T 0 J P } m m If llpa c 1 i-•n+wWul —vNyul � � �' i V J • In T y J W W • P� j ►s ..i II S } « •r � kEiD[II�y�, •�• a X\" I II S 8 a ti ti C• Y ■ ! n -1 1 _ • m ! O ti N N N a N m F O' x a x w m O P > K a a D Z m A co n I N N m w .A (( � l rr vrOr+ o aF . o a o v r r N x x x y 7 � > p G J N > a n ~,yyn Clcroono m �' "o� iO J N ,ol moo 8 e m ;] O pQ 1 J o a 0 ay N L' IR + fl > a .T T Oz • ` O m to c` m J J Iw r W w n H W n Q M N 0—to N N7 �Nq4 11 r 7 a [Q `�1 • 11 n 4� �C dt _ -4v oo a : in III��FII 'w ••' (AWCA > ' wvl laa�t N N N IJI ; T +1 +1 7 11 7 * • ,T, > > O f m Z n W a M W R c a D D m � • J P •CqR N N D j • � { o O � 1 u W N i•1N a a s a * N V S 7 Y ? D 7 v Y Y a _ DA Z N ru V .f >a> N• • t �T •••. `•- J K . T O O Oa J P V! o T T P m W W !! m K x K a uWUM D r a S T O T pp N Zo r pg tenon • .r % z L K r s m Z Z Rj ■ + t •! �• ti y.y p : • T YI I N+ .\. VI II y K II x •1 T n 2 W O In ti N V• a t a • • 1 t JI P -� V 6 ► : O fl D o n r • ` O :. J -4m O J m o O x xr : N •V .N R V O T J 1! 11. v a JI N \ V V N 1 n= n • 1 6 .. m • : fl ' W •JI w ••• T ••� G • v w N J T Inj a � ) w . • 71 � r-A.l I II a ti ti C• Y ■ ! n -1 1 _ • ! O ti � JI i y a N r r • -• T U w .A (( � l rr vrOr+ o aF o a o v r r N . n} > >nIn r N N +"• a n ~,yyn Clcroono m J M E^ Z Z iO ;] O 1 Z 10 ► .1 a V! " ' N m A T T W> pQQ= Oz n to c` m SSS 99 y W n Q N 0—to N N7 �Nq4 11 r 7 a [Q `�1 • 11 s I. 000ci• + 4� �C dt _ -4v oo a : . 76i• P 'w ••' (AWCA > ' wvl laa�t v lA w N IJI ; T +1 +1 7 11 4a4a v `r� • ? 7_■'13 '•��i N D j • � { r-A.l FOR -LUMBER REQUIREMENTS AND JOINT DETAILS NOT SHOWN SEE: T - 36 - 4 - 42* (4/3) 3/17/79 S-15-78 T - 36 - 5 - 42* (4/3) 3/17/79 S-15-78 T - 36 - 6 - 42* (4/3) 3/17/79 S-15-78 lANESR � Ym �; '•1?' .,.o.Ar • �; Illi . Ow1L n ��� •�h Mt~`�! R -1.6x3, T-32 12 \�4 to 6 \ R -4.0x4.5, T-45 \ I * 1at— — if} �41 GENERAL NOTES: (unless otherwise specified) 1. Installation is entirely the responsibility of the respective Contractor. 2. All bracing, temporary and permanent, to resist lateral forces to be designed and provided by others. 3. Design assumes ­dry condition" of use in noncorrosive environment. 4. Design assumes lateral bracing at 3•oC top Chord, 12'OC bottom Chord. 5. Design assumes full bearing at supports. Shim or wedge it necessary. 6. Camber truss to L/720 between supports. 7. Adequate drainage is assumed. 8. 1x3 continuous lateral bracing required where shown.* 9. Impact bridging or lateral bracing recommended where shown.** OVERALL LENGTH OF 28' 2- SPACED 24.0- O.C. TRUSS LOAf1ING LL+OL ON ROOF s 32.0 PSF OL ON CEILING = 10.0 PSF * TOTAL DESIGN LOAD = 42.0 PSF * * 5 PSF CEILING, REDUCTION TAKEN(5/8"ORT WALL) LOAD DURATION INCREASE = 1.15 Stub LEFT REACTION = 1019 RIGHT REACTION = 1019 TRUSS HEMyFR FORCES (CON 1) T 1 -2091 8 1 1990 4V 1 -601 W 3 -584 T 2 -1676 8 2 1024 A 2 800 W 4 785 T 3 -645 B 3 0 W 5 -1001 LEF.T•8R?YG> AREA 9EG'D 3.61HF/ 2.300F SOIN RIGHT BRNG AREA REG'O 3.61HF/ 2.300F 3f7IN Stub E. To 25'-2" Spaced 24"'o.c. LEFT REACTION = 908 RIGHT REACtION c 908 TRUSS MEMHER FORCES (CON 11 T 1 -1746 8 1 1657 r 1 -599 W 3 -938 T 2 -1326 8 2 690 W 2 803 N 4 -2C9 T 3 .0 R -3.2x4.5, T-34 R-4.Ox4.5, T-45 ( R -1.6x3, T-32 to L/4-8" to L/3-8" Stub D L/3-8" to L/2-8" Stub E .�,r.. , ,. ` . ^. .y .: s. ✓ 'dry. '^ .. . w • -. ,. , a TRuswAL COWIECTOR9 t W..l Prim W "ry 20 tri to g tt 9WuixeO error " aro n atslrpitanw n Caton: port! INDICATE: all OF PLATE p PICREI. - FILE NO . S T - 3 6 - 4 - 42* (4 / 3) It•$� jQ (WdcaM by Px.Ax'1'): 8 teem Per 84 IIL, .IW'a.tt •• wq, TwOi art; Pao P- h09 AI AIY'L2A" o.a. Vola M In Pur. > LUMBER: S W be ol ff**r Waft A saadn n nerd lfkwn Fir ^ry _ DATE. r 11 / 2 0 / 7 9 Stub D- B SPF 8:1444 ( M pnaa •R'): to t«m P- avJ&• .10' 21"• Ions. Ttam w PindrO t -o P- — u-'c7A•• ae. Now an n Pur. a aublmlrta0 wiwt Iwr,•FM r IPtdAtf.t •' aer . w' S-15-78 OEts.1y: J N CIC 0y: `1 4. WP" ludnuf w Was. -Fors In A q WP W5000 oonraor s W tory tlwf ro. a Seath and bola - eaa ; .- Z4<- �.'. t'�, traPm -4- u,swa to IL aoa uua_ M cows No 200L -$ -... L„i Pownalm:Plow00 abcoodonimmwad nnr am paved somelrunarlrraodntl6awitialri mnrra w1mmMlWatw@6.•,*w lsab lYalpn wMrL ssa l.C.l1.a RA11EW aril RFlltftM ..-.;..;_,e......r.ot•nr1-...n._�r_�snr.r�:s•:•�a�•.-.,..-_�:•..t�4�'P_«yucYF •,�;. •-tiSY�YPAJe4rlisrt:-.,-"•.,��f 'Q.�'�iiidi�8'Di�ilk:,tSi�6Y.?'��*Tt^JiMLt/10E+'�-=_--•:✓--..:,rtier.`u� s.=. - "-"I� �, +�� riuE'` +'li�.,� �''�r, LUMBER SPECIFICATIONS TOP CHORD 2X8 •2 HEM -FIR •2 OF -L w2 DF -L TOP CHORD 2X6 SEL-STR- MEM -FIR at DF -L at DF -L 80T CHORD 2X4 r 82 MEM-F(R CONSTR. OF -L CONSTR. OF -L WEBS 2X4 STANDARD OR STUD OF -L PLATING IS FOR R-5000 SERIES / OF 30' 0' HIP TRUSS FOR SET BACK OF 8' 0' FROM END WALL NOTE: LOCATE INTER -PANEL SPLICES AT l/5 PANEL LENGTH •/- 6 INCHES FROM EITHER END OF THE PANEL INDICATED. MEMBER FORCES FROM LEFT TO RIGHT% TOP CHORD BOTTOM CHORD WEBS REACTIONS T l= -S456 B 1= 4880 W t= 1180 W Sc t41 REACTION e B t= 2808 T 2= -4880 B 2= 6437 W 2= -t8SO N 6=.-1850 REACTION o B 6= 2806 T 3= -8437 B 3= 6437 W 3= 141 N 7= 1181 T 4= -4880 B 4= 8437 W 4= 0 T 5= -5458 B 5= 4880 BEARING AREA REO'D ISO IN) BEARING o t 6.93HF/ 4.49OF BEARING o 6 6.93HF/ 4.49DF TRUSS LORDING (CON t) LL•DL ON TOP CHORD = 32.0 PSF OL ON CEILING = 10.5 PSF TOTAL DESIGN LORD = 42.5 PSF ADDITIONAL LOADING " UNIF: TC VERT 35.2( 35.2LL) PSF FR 8.0 TO 22.0' CONC: TC VERT 597.31 S97.3LL)-LBS AT PANEL POINT 2 CONC: TC VERT 597.3( 597.3LL) LBS AT PANEL POINT S LOAD DURATION INCREASE = 1.25 8 t _oft AR7S 2 COMPLETE TRUSSES REOUIRE01' CONNECTION REQUIREMENTS T.C. 160 NAILS STAGGERED AT t2' O.C. B.C. 160 NAILS STAGGERED AT t2'"O.C. WEBS.160 NAILS AT 12' O.C. THROUGHOUT" 3009 V11 3275 LIZ 2445 liz 244S--'- 0830 (NS�- 2445 4675 . 6'-t 1 .0. .0. 30'-0'r0' OVERALL SPAN PLATE R—S000 CODE UBC SPAClNO 30.00 O,Cr DATE B/Z%/BB _ • • W T R U S` / \ A L SYSTEMS TRUSWAL SYSTEMS CORPORATION A'-BIONODE COMtAN� 17 16 THE RESPON61BIL171 OF OTHERS 70 ASCERTAIN THAT THE LORDS U71LIZED ON THIS DESIGN MEET OR EXMD THE. !• ACTUAL DEAD LORDS IMPOSED BY THE 67RUC7URE AND THE 'LIVE LOADS IMPOSED BY THE LOCAL BUI LOI �N��O��] COOZp OlMEN610N6 PRIG RRTTO FRBR7CR710N� CONNEC TO RI VLRTEBI6NONN8HNEDTRUENALDIM N10 ROR FOCOROF YRB rBIECT►IFO FRBRICRTION SHALL COMPLY WITH THE 'OUALITT CONTROL MRNURL'. OF THE TRUSS PLATE INSTITUTE IT/I-I,RNO THE SPECIFICALLY DESIGNATED ARE TO BE EOUALL7 DIVIDED. VIDEO.'--. OE TES y 7RUSWRL TRUSCOn MANUAL. ALL PANELS HOT REQUIRED SPECIAL CUTTING. OtILY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBERS 18 MOTED ON'TMIE`ORRNIND. a THIS DESIGN ASSUMES 7HE TOP CHORD TO BE CO NTINUOUSLT BRACED BY SHEATHING UNLESS 07HEAN1 BTRT NYRE ND MIOID CEILING 15 APPLIED D]RECTLT TO TWE BOTTOM CHORD. IT BNALL BE BRACEp'RT IMTERYNLB MOT�(p)t[EEDING 10. 0•. PERSONS ERECTING TRUSSES ARE CRU71ONEO TO SEEM PROFESSIONAL ADVICE REGARD IND TEMPONARY:^:FFRERCI'OX -4 BRAC IND NHICN IS ALWAYS REQUIRED TO PREVENT TOPPLING AND OOMINOIND'. REFER'TO BRACIND N000,itlU88E3. i COMMENTARY RND RE[ OMMENDRT70NS� (TPI I. NMERE CONFUSION MAT EXI BT CONCERNINo PROPER ►I[LO [IIECT1DNa I CLERKLY MRRM INTERIOR BEARING LOCATIONS. CRNT]LEVEAS. AND THE CHORDS OP TMC TRUSS /0 /REVE9jJItP IN6TRLLA710N. TRUSSES SHALL NOT BE-P.LRCEO IN ANY ENVIRONMENT THAT HILL �AyB[ THE M076TURQ CENT D n SOD TD EXCEED 1I RNO/OR CRUSE CONNECTOR /LATE CORROSION. CAMBER. NNEN NECEBDARY.76 6FIIT OiTRRRI■ JUDICIOUS RFFIICRT TON OF" EXPERIENCE ANO THEREFORE 18 OUTSIDE THE SCOPe► R[SPON8IBILITT ^O :Thum R A N A D V T R U S O DESIGN TILE. OM -30-6.-,42- ' RE/T a �« 70992' _ ". ,+ .1,1pG�-��'��f'�`Y..__'W�.�1�.: -.-_-' _ �_.+�.�G''g'';y�':tiMj?... -. ��..«. .. ��,.�.,.+nn.r. _' •'':'iY4fgf?.M;.�•l��i::�i�':�: r4'�i'�-0?i: �•�yy(�hr,;d•..•-.;,p`..'.-,'>?"s1S'�.d".i..Fligr.��j,�.Aw+."7y, FS+..�a',S LUMBER SPECIFICATIONS TOP CHORD 2X6 s2 HEM -FIR •2 OF -L •2 DF -L TOP CHORD 2X6 at MEM -FIR •2 DF -L s2 DF -L BOT CHORD 2X4 -2 MEM-F(R •2 DF -L •2 DF -L NESS 2X4 s STANDARD OR STUD DF -L PLATING IS FOR R-5000 SERIES / OF NOTE: LOCATE INTER -PANEL SPLICES AT l/5 PANEL LENGTH */- 6 INCHES FROM EITHER ENO OF THE PANEL INDICATED. MEMBER FORCES FROM LEFT TO RIGHT: TOP CHORD BOTTOM CHORD WEBS REACTIONS T l= -2387 B le 2135 N 1= 575 N 5= 67 REACTION 0 8 1= 1387 T 2= -2135 B 2= 2912 W 2= -923 N 6= -923 REACTION 0 8 6= 1387 i 3= -2912 8 3= 2912 N 3= 67 W 7= 575 T 4= -2135 B 4= 2912 W 4= 0 i 5= -2387 B 5= 2135 BEARING AREA REO.O ISO IN) BEARING 0 1 3.42HF/ 2.220F TRUSS LOADING ICON ll BEARING 0 6 3.42HF/ 2-22OF LL+OL ON TOP CHORD = 32.0 PSF OL ON CEILING = 10.0 PSF a TOTAL DESIGN LOAD = 42.0 PSF ■ a 5 PSF CEILING REDUCTION TAKEN(5/8' ORT WALL) LOAD DURATION INCREASE = 1.25 4860 ejko F E SS`i) 1t/35409 n. ,�i of CAU s'-11 .o• W-2 •0- 30'-0.0. OVERALL SPAN' rcn�c CODE SPACING OR TE 77 76 THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON TXl R -SONO UBC 30.00 ' O •C • 6127/ 86 ACTUAL DEAD LOADS IMPOSED BT THE STRUCTURE RND THE LIVE LOAD IMPOSED BY HISTORICAL CLIMATIC RECORDS. NO RESPONSIBILITY 18 ASSUMED FOR OIMENSIO DIMENSIONS PRIOR 70 FABRICATION.' CONNEC70R PLATER 6MONN ARE TRU6NAL 18, 18. FABR7CAT70N SHALL COMPLY N1TH iNE -O UAL]TT CONTROL MANUAL OF THE TRUSS PL R N R D V T R U S ® D E S I G NTRUE NAL TUTTING MANUAL.' ALL PANELS NOT SP cREQUIRED OF IND VIDIAN TED ARE TO BE E SPECIAL CUTTING. ONLY LATERAL BRACING REQUIRED OF 1NO]YlOUAL 7RUb6 MEMBERS R U S W R"LaR THIS OESICN AS6UME6 THE TOP CHORD TO B7y CONTINUOUSLY HORDED BY MALL B B UNLE NO RI010 [FILING I6 APPLIED CHORD LT TO THE BOTTOM [HOBO. 17 SMALL BE BR RC EO ]0'-0-. PERSONS ERECTING TRU6SE6 ARE CAUTIO NEO TO SEEK PROFESSIONAL ADVICE RE COMNENTARTI AND RECOMMENDATIONS* O(YPOI.PRWHERE E 7T CONFUSIONND ANMAYOOEXIST NCONCEO. RMIM FILE- BN -30-6-49. • REF• A- 7 09 9 3" S Y S T E M S CLEARLY MARK INTERIOR BERRIND LOCATIONS, CRNTILEYER6. ANO THE CHORDS OF TNE66E .� TRU9NRL SYSTEMS CORPORATION R BIONO� COMPANY UOOOpTOpEXCEED I9TITXION.60N0/ORACAUSETCONNEC70R PLAO INTENCORROSIONMEMCAMBER.NUNENCMECES JUOICIOU8 APPLICATION OF EXPERIENCE AND 7HEREFORRE-18 OUT BIDE TAE 8C0►E OF 1• r.P • • �.t �� 5.k£c.�.. s:.z F �._- �sx-:t-t •tG� y. ,..�•�.*•r%.�' ,::'rE6,i.,.. LONDFELION LU18E,�909ts -.w' „ `•"_� }' ' ,�: �,' •+ � _ •_ J�' •''s ;�.+'.1.YY -.�'.'ky�..}t ..;:? :f:..,.tr.y iaYla.,.'fL"-N .;k :.0 .��^s ./' •i.l••r,K �_:=.:'iA�y i .ira22- ,i.�__ �ti ntA n r •?.�, .r-. ri i yam•r, a �Nt sYs ". ",tea' g. 1. Si�3'�: ..... ::2_ ` _ -'•. .`3'?L;�s;,�'...': �`'.K.'i- ".I'f-t R. J..Y.... :;i" -•l likCic .......,.x,.:1,J..L...+..aa'^.._.__.._�5.../Y.•Y3e•-�'f.+:�`t:4.urase..+._ 'R l}i:/u�u:Cwx. 3 g60'� TOP CHORD - 2X Y I BOTTOM CHO. 2X Y wEB MEMBERS 2.4 STANDARD OR STUD GRADE HE 2XY STANOAN() 04 .Tlln GRA HFH -F I FI)N F. rF •4.1FWS • NO1 wEn'n Fnw SPA', A= 24, 0• I R-1.6x3,T-3/1.5 TJ3 12 4.00 r2 0" 1 20' q 1 124' 0" 02 HEM -FIR OR AS NOTED ON DESIGN 111-F PAI)EL POINT SPL ICF (T2) ,:,•> wu.0Xa.S,T(44 TO 24' 0• 214 R2.4X4.5,T2.5/4 TO 17' 81 A'� •r1.•r. Hem -Fir is aP•a.l.•0.) SPAN Z 2x4 2x6 GEWRAL NatlM (vsr •..r•1.. ap.rfral C n N HF PaI30 f F O F O S A - 3.5" Nqp b+a u.e p. +•.. n orarn'ea mn.'qw.a. -•• V e•ID.e M •s.ra 4.5" • • • a..0 ,s oy enoa•� a w n rom d. 12' .•...•.n.o. Cw° °''r« 3' 0' 17' 8• 17' 0" 16' 1" 15' 4' 10'11• i o.�. n.. wr°.P�rrwou .....oa. •. C 7. A -p.. Orn;- Is w..a 8, 2. 24' 0• 21' 8" i ror,bap.D w.�ramD.m'o.a.1r•no. .. 1D. 1enD .m a Fr.• P.•P.•'m••• b o.oe ♦ . OFF PAN L PUINT SPLICE T1 SPAN TO 24 0 5-ACEO 20,0" O.C. 2X6 R4.OXa.S,T44 Tn 24' n" 4.0:12 PITCH 2/2 CONFIGURATION LL+OL ON ROOF o 32.0 PSF DL ON CEILING = 10.0 PSF e 214 R2.4X4.5.T2.5/4 TO 17' 8• TOTAL DESIGN LOAD = 02.0 PSF e • S P3F CEILING REDUCTION TAKEN, AXIAL STRESS ONLY LOAD DURATION INCREASE = 1.15 HAXIMUM TRUSS MEMBER FORCES REACTION= 864 T 1 -1272 B 1 1207 w l SIS W 2 -1285 T 2 .0 B 2 1207 W 3 •366 PANEL POINT SPLICE (TJ2) 2X6 R4.8X6.0,T56 TO 24' 0• 2X4 44.8X6.0,T54 TO 17' 8' NO SPLICE R2.41X6.0,T2.5/6 TO 24' 0• �1 TJ2 '; C.l (Spl. ) Q2 MATCH T.C. 12 L/10= B2 BJ3 (R J 3) BJ2 R2.4%6.0,T2.5/6 Tn 2a' D• PANEL POINT SPLICE (8121 Ra.OX4.5.1`44 Tn 24' 0• T( B1 �_ 2 EQUAL PANELS BOTTOM CHORD SPAN TO 24' U - I SPRUCE -PINE -FIR R2.4X4.5 TO 24' 0• R2.4X6.0 TO 24' 0•' R2.4X4.5 TO 21'10" DIMENSION "C" SPAN Z 2x4 2x6 242'0" 3,25" 3,25" 4210"Z4016" 3.25" - 3.5" 40'0"Z6010" 3.5" 4.5" 6010"Z70'O" 3.5" 5.0" '•- - �. axis 7070 )1mr" • AusA1m 1aA 1 va Ufa wn NO SPLICE 140.8X3.0,T31 TO 24' 0• DOUG -FIR SPRUCE-PINE-FIR(50 T2.5/d TO 2a' 0• Tia TO 2a' 0"T2.5/a TO 21' 9" Syrtlrrletrical OFF PANEL POINT SPLICE (82) _ - R2.4X4.5. T2.S/A TO 24'-0- Cebu er6ne .;'�vA® FlLE NO.: - _• - T11YSrAl C011rECTORe 1 RS,r' •n d P•..+ 0,.14 20 .n6 to 9► 11 4r.•.,,d .R..1 rnr •Ir n aaD.1P•r.•e "'ONO": alarTt sxau2E 112[ OF FaATL M D1CH[>t.. H -24-Y,0• 42• (24) 2/7~ FIs'1PI.va."Re1..D1P-•4:...1r•..•1••b.4.T..a...w.nwnoe-nwr.lr.n^e.cHaw.•nw.--"' wren:sn+as..rrl,.eow..P.wnea.at�W-.am•r ,•;,,, �2��L.��...tr. DATE: 4 ` SPF asnm DMuae er P••••'Rl: 10 r w w• .4.....10'•.07' brp Tww w sM•n.e •.o P- ear r 26".76" as Ha.• .n b r... �._. W rsrA•a •,r• Nr1.R n q•M.D.) _-.:.i •,•., ,�, ,- +" .1, OAWWA J J i.7i L/iiJ ~ ,1 / 9/610 . PwPW. l••e•A•.a M a... -RNT r . AP•a.1 ws4D4 arrrav ...1 •—V W" 1Dr a bre b.e 1.a.. a.rr4 ,,,,,; _ _.._ t16um. -0' mass•• 1e 4s. rw u.. N aw•n sn 20 P REF.: _i-15-7111 IDES. OY:jK -CK. eT: _. _ FoSmONM: Pul.s rra a bcA wWM.L awm.aa a.o.Now.•or+.r..00:u:a..r,p:.or+ru.. Ws— aw..I,..v.a .so e..c a.w wma. . LC. e. O. AAR 18m.b RAO 14ee.­..•.. - aSignOOe company ^"r •«" Al2/2 5749 `i!. r "�; d#` +�At ua> S.?"'.:. � '� ,`' .« �` 1.. � •�� y�+.. .t. 'i:�.••a.'''r`$/• R.�C•"!.." t�.vacr,aJ PRO!!S YL ` r"1Mlfq ; 2967 •� '•- - �. axis 7070 )1mr" • AusA1m 1aA 1 va Ufa wn NO SPLICE 140.8X3.0,T31 TO 24' 0• DOUG -FIR SPRUCE-PINE-FIR(50 T2.5/d TO 2a' 0• Tia TO 2a' 0"T2.5/a TO 21' 9" Syrtlrrletrical OFF PANEL POINT SPLICE (82) _ - R2.4X4.5. T2.S/A TO 24'-0- Cebu er6ne .;'�vA® FlLE NO.: - _• - T11YSrAl C011rECTORe 1 RS,r' •n d P•..+ 0,.14 20 .n6 to 9► 11 4r.•.,,d .R..1 rnr •Ir n aaD.1P•r.•e "'ONO": alarTt sxau2E 112[ OF FaATL M D1CH[>t.. H -24-Y,0• 42• (24) 2/7~ FIs'1PI.va."Re1..D1P-•4:...1r•..•1••b.4.T..a...w.nwnoe-nwr.lr.n^e.cHaw.•nw.--"' wren:sn+as..rrl,.eow..P.wnea.at�W-.am•r ,•;,,, �2��L.��...tr. DATE: 4 ` SPF asnm DMuae er P••••'Rl: 10 r w w• .4.....10'•.07' brp Tww w sM•n.e •.o P- ear r 26".76" as Ha.• .n b r... �._. W rsrA•a •,r• Nr1.R n q•M.D.) _-.:.i •,•., ,�, ,- +" .1, OAWWA J J i.7i L/iiJ ~ ,1 / 9/610 . PwPW. l••e•A•.a M a... -RNT r . AP•a.1 ws4D4 arrrav ...1 •—V W" 1Dr a bre b.e 1.a.. a.rr4 ,,,,,; _ _.._ t16um. -0' mass•• 1e 4s. rw u.. N aw•n sn 20 P REF.: _i-15-7111 IDES. OY:jK -CK. eT: _. _ FoSmONM: Pul.s rra a bcA wWM.L awm.aa a.o.Now.•or+.r..00:u:a..r,p:.or+ru.. Ws— aw..I,..v.a .so e..c a.w wma. . LC. e. O. AAR 18m.b RAO 14ee.­..•.. - aSignOOe company ^"r •«" Al2/2 5749 `i!. r "�; d#` +�At ua> S.?"'.:. � '� ,`' .« �` 1.. � •�� y�+.. .t. 'i:�.••a.'''r`$/• R.�C•"!.." LUMBER SPECIFICATIONS TOP CHORD 2X6 s2 HEM -FIR •2 DF -L •2 OF -L BOT CHORD 2X4 SEL-STR. OF -L SEL-STR. DF -L WEBS 2X4 � STANDARD OR STUD DF -L WEB •2 IS 2X4 CONSTR. DF -L NEB ■3 IS 2X4 CONSTR. DF -L PLATING IS FOR R-5000 SERIES / OF 20' 0' TERMINAL HIP TRUSS FOR SET BACK OF 9' 6' FROM ENO WALL NOTE: LOCATE INTER -PANEL SPLICES AT t/5 PANEL LENGTH «/- 6 INCHES FROM EITHER END OF THE PANEL INDICATED. MEMBER FORCES FROM LEFT TO RIGHT: TOP CHORD BOTTOM CHORD WEBS 'REACTIONS T t= -4896 B 1= 4129 N l= -302 N 3= 2489 REACTION o 8 l= 1834 T 2= -4885 8 2= 2205 W 2= 2489 W 4= -302 REACTION 0 B 4= 1834 T 3= -4865 B 3= 4129 T 4= -4897 BEARING AREA REO'0 ISO IN1 BEARING 0 1 4.53HF/ 2.93OF TRUSS LOADING ICON 11 BEARING 0 4 4.53HF/ 2.930F LL+DL ON TOP CHORD = 32.0 PSF OL ON CEILING = 14.4 PSF TOTAL DESIGN LOAD = 46.4 PSF ADDITIONAL LOADING' CONC: TC VERT 1813.311813.3LL1 LBS AT PANEL POINT 3 LOAD DURATION INCREASE = 1.25 2X 4 HEEL WEDGE BLOCK REQUIRED PLATE ROTATED 90 DEO. 6475 11'-1 •0' 4' i� 20'-0.0' OVERALL SPAN 4 GE PLR TE R-5000 CODE UBC SPRC ING- 24.00 , 0•C• DATE 8/27/86 IT 18 THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LORDS UTILIZED ON THIS DESIGN MEET OR EXCEED THE RCTURL OERD LORDS IMPOSED BY THE STRUCTURE AND THE LIVE LORDS IMPOSED BY THE LOCAL BUILDING CODE OR HISTORICAL CLIMATIC RECORDS- NO RE6PONSIBII ITT I6 A66UME0 FOR D]MENS IONgI RCCURACT. VERIFY ALL A ° DIMENSIONS PRIOR TO FRBRICRTION. CONNECTOR PLATES SHOWN ARE TAUSWAL 16. IB. OR YO GAGE RS 6P CIFIED. FA Bfl I[RT10N SHALL COMPLY U17H THE •'O UAL]TI CONTROL MANURL-' OF THE TRU88 PLATE INSTITUTE ITPI1 RNO THE iPECIAL TUTTING MANUAL. ALL PANELS N07 LLT RRE TO BE EQUALLY DIVIDED. -• DENOTES PEC IAL CUTTING. ONLY LATERAL BRACING CEQUIRED N A D V T R U S D E S I G NTRUS W A RSP IDESIGNNDIVIDUAL OF I8 NOTED ON THIS DRAWING. 1HI6 DESIGN gbbUMES THE TOP CHORD 70'BE CONTINUOUSLY BRgCEO BY 6HEATMING UNLESS OTHERHISE STATED. WHERE CONTINUO OF INDIVIDUAL TRUSS ING UNLESS NO RIGID CEN INIS APP L]E0 DIRECTLY TO THE BOTTOM CHORD. tT SHALL BE BRACED RT INTERVRLS NOT EXCEEDING +, 10'-0'- PERSONS ERECTING TRUSSES ARE CAUTIDNED TO SEEK PROFES610NR1 AD VICE `REGgR01N0 TEMPORMY ERECTION BRpCIND WHICH IS ALWAYS RE OU IRED 70 PREVENT TOPPLING RNO OOMINOING'. REFER TO 'BRACING YOOO TRUBSES1 I ANO RECOMMENORTIONS- (TPI). WHERE CONFUSION MAY EXIST CONCERNING PROPER FIELD ERECTION. FILE• 9TH-20-9/4-42� REF•CLEARLY A770994,' ,.. r-+x,a^ tRUSWRL S Y S T E M S ., COMMA MARK INTERIOR BEARING LOCATIONS. CANTILEVERS. AND THE CHORDS OF THE TRUSS TO PREVENT•IRPROPER 1N6TgLL R110N. TRU55Eb SHFNOT BE PLACED IN ANY ENVIRONMENT THAT HILL CAUSE THE M0157URE' CONTENT OP INE 70 EXRPP� ,•, ,. SYSTEMS CORPORATION- R'S10NOOE COMIRNf X000.OICRT ANG/OF:CEXPE CONNECTOR PLATE CORROSION. CRMBER.. WHEN NECESSARY: IB BEST pETERM INED NT. U I 1 EXPERIENCE 0 THEREFORE te. „" s M• x �'' 1 Adt s$-' `i ia:; IB OUTSIDE THE SCOPE OF RESPONSIBILITY. Oi TBOBNALr . ;k ?. '�� Y N-7 y�+rtW w�i YA/.' ..t gl/II I_IY/�1Ih.D��-_�nf!c� Cv,'+-,5:L?his`i1.3::i'��a3ii.•.�('t.,�1''-'3�+•-.nn 15'::$!': s'�t/rE!YCY9"�ETv.S,E'�i�'+tiw`. LUMBER SPECIFICATIONS TOP CHORD 2X6 •2 MEM -FIR •2 OF -L •2 OF -L BOT CHORD 2X8 SEL.STR. OF -L SEL.STR. DF -L WEBS 2X4 STANDARD OR STUD OF -L •-WEB at IS 2X4 CONSTR. OF -L -t-WEB "3 IS 2X6 42 OF -L WEB •5 IS 2X4 CONSTR. OF -L PLATING IS FOR R-5000 SERIES / OF 20' 0' GIRDER TRUSS SUPPORTING SPANS TO 24' 0' NOTE: LOCATE CHORD INTER -PANEL SPLICES AT 1/5 PANEL LENGTH ./- 6 INCHES. - 3245• MEMBER FORCES FROM LEFT TO RIGHTI TOP CHORD BOTTOM CHORD NESS REACTIONS T t= -6782 B t= 5426 W l= 2450 N 4= -2272 REACTION e g l0 5540 T 2= -4818 B 2= 5426 N 2= -2272 W S= 2450. REACTION e B 5= SS40 T 3= -4618 B 3= 5428 W 3= 5239 T 4= -6782 B 4= 5426 BEARING AREA REO'0 130 IN) BEARING 0 t 13.68HF/ 8.86DF BEARING O S 13.68HF/ 8.86DF GIRDER LOADING ICON t)': LL•DL ON TOP CHORD = 64.0 PLF LL«DL ON BOTTOM CHORD = 490.0 PLF TOTAL LOAD = SS4:O PLF LOAD'OURATION INCREASE = t-25 NOTE: IX3 CONTINUOUS LATERAL COLUMN BRACING ATTACHED TO WEB WHERE INDICATED BT Ir,1- X01 FESS/, X8409 ?F CAJF�`'� 5'-3 .7" 4'-8.3" m 1., 4'-8 .3 DOI 5' 3..7' PLATE WAVED 90 OED• _ 5'-3 .7..�.. 9'-4 -6 5'-3 -7 " 20'-0.0' OVERALL SPAN PLATE R-5000 CODE UBC SPACING 24.00 " O•C• DATE 6/27/86 IT 1S THE RESPONSIBILITY OF OTHERS TO ASCERTAIN TMRT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE ACTURE DEAD LOBOS IMPOSED. BY THE STRUCTURE AND THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR MIBTOAICRL' CLIMATIC RECORDS. NO RE6PON8187LITI 16 R66UMEO FOR DIME Hfi lONRI RCLURACT. VERIFY ALL NIGENSION6 PRIOR TO FpBRI[RTION. CONNECTOR PLATER SHOWN ARE 7RU6NRL 16. 18. OR TO GAOE R6 SPECIFIED. FABRICATION SHRLL COMPLY WITH THE 'QUALITY CONTROL MANURL' OF THE TRUSS PLATE INSTITUTE ITPlI RNID TME R ° TR ICIRL TUTTING MRN UAL. ALL PANELS NOT SPECIFICALLY OE610NR TED ARE TO BE EDURL LT OI VIDEO. • DENOTE. SpECIRL CUTTING ONLY YNG. A N A D V T R U S DESIGN T R U S = W A L LATERAL BRACING REQUIRED OF INOIYIDURL TRUSS MEMBERS 18 NOTED OM TM16pODER UIRE0 THIS GI OI CEI LJN G IS THE TOP DIRECT LT BTOCOiIEMa OM CM ORO.TV6HALL TRENBRRC EOSRTO IR TER IRL66 NOTEfXCEE07N0 ]0'-0'. PER60N6 ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFES610HRL ROVICE REGARDING TEMPORRRT' ERECTI]ON BRACING NNICH•18 ALWAYS REG IRED -TO PREVENT TOPPLING RHO 'OOMINOING'. REFER TO 'BRACING N000 TRU66E61• COMMENTRRY RNO AECOM.ENDRTIONS' E7PI1. WHERE CONFUSION MAY EXIST CONCERNING PROPER -FIELD ERECTION. FILE- 0-20724-9-37 ►• S Y S T E M S CLEARLY MARK INTERIOR BEARING LOCRTIONS. CANTILEVERS. RIG TME CHORDS OF THE TRUSS TO PREVENT IIGROPER INST. LRTION. TRU 66E8 SHALL NOT BE PLRCED A- 7 09 9 7 IN ANT ENV IRON. EMT'THRT WILL CAUSE IKE .0167URE CDRYER OF THE N000 TO EXCEED 1ST ANO/OR UBE CONNECTOR PL TRUSWRL SYSTEMS CORPORATION A 810NODE COMPANY CA RTE COAtO610N. CAMBER. WHEN NECESSARY. 16 BEST DETERMINED BY JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPON81BILIlY OF TRUGWRL. LONOFELLOW LUKBE 430982,t i -m s f 0..i t 224 t _OOr"Y Lam. h31i • '•..� T J V•.",'--.'j,;�Y•- `.(-i...f- •. i� S .Y- l ' MY. 1 ;i.,�.. 4. �_ •d •, ,,.� '-+" ..t * ... ''6,f. S. '� �`'"y„��:2` *- �i�. .,ifs .3., z a”. �•rSz�.,�7�'3�.'�, fr.r� f c t ss 1. :,Y > ,:4 xt'I T p TMV'j u• fad 2r r` 1sS �) r .wl<. '(rI,3a rIL ?wa ` _ �-iN_ �... _ Js � '.�.nr :.•. _.I �C�k-... ��c..i�..n"Vf_•e ��a �[' .r'"Vr _ ... �. �,. i...s S,.h.+ie•Y .. � t_"_ t. _`.2yi1Ei/ai_A '.{ ��-.��,_f.,_�.�w.:.;. �.-�i: .eM _. _....c ...s L� CL' �a'�: �..Y.. ..4-i�+.11 r. • ..i.-..,- �... .�.... F...a}�..w .. .i.e '..« �........ _. ,.��—.�—.... _. .�.� LUMBER SPECIFICATIONS TOP CHORD 2X6 •2 MEM -FIR •2 DF -L .2 DF -L BOT CHORD 2X8 at MEM -FIR at DF -L at DF -L WEBS 2X4 STANDARD OR STUD OF -L PLATING IS FOR R-5000 SERIES / OF 16' 9' HIP TRUSS FOR SET BACK OF 6' 0' FROM ENO WALL NOTE: LOCATE INTER -PANEL SPLICES AT 1/5 PANEL LENGTH */- 6 INCHES FROM EITHER ENO OF THE PANEL INDICATED. MEMBER FORCES FROM LEFT TO RIGHT: TOP CHORD BOTTOM CHORD WEBS REACTIONS T t= -9138 8 1= 8173 W l= 3537 W 4= -1988 REACTION 0 B 1= 5572 T 2= -8173 8 2= 9777 W 2= -1968 W 5= 3537 REACTION 0 8 5= 5572 T 3= -8173 B 3= 9777 W 3= 1979 T 4= -9138 8 4= 8173 BEARING AREA REQ'0 ISO IN) BEARING 0 1 t3.76HF/ 8.92OF BEARING 0 5 13.76HF/ 8.920F TRUSS LOADING (CON t) LL«OL ON TOP CHORD = 32.0 PLF . DL ON CEILING = 17.S PLF TOTAL DESIGN LOAD = 49.5 PLF ADDITIONAL LOADING UNIF: TC VERT 80.01 80.OLL) PLF FR 6.0 TO 10.8' CONC: TC VERT 320 0( 320.OLL) LBS AT PANEL POINT 2 CONC: TC VERT 320..0( 320.OLL) LBS AT PANEL POINT 4 UNIF: BC VERT 572.5( D-OLL) PLF FR 0.0 TO 16.8' LOAD DURATION INCREASE = t.25 2 COMPLETE TRUSSES REOUIREDI CONNECTION REQUIREMENTS T.C. 160 NAILS STAGGERED AT 12"'O.C. B.C. 160 NAILS STAGGERED AT 5. O.C. WEBS. 160 NAILS AT 12' O.C. THROUGHOUT QWESS/4, A �j cm rn C Vlt � lF c�C�A Of C Al1F 4'-1 1 .0" 6' -1 1 •0" Ir� 4'-1 1 .0" 16'-9 •0" OVERALL SPAN PLATECODE 6PAClNO DATE R-5000 UBC 24.00 " O.C. 8/27/86 R -N ADV TRUS® DESIGN T R U SKAL SYSTEMS FILE- 6KG-16X90-6-97 REF- . --A-70988 TRUSWRL SY9TENS CORPORATION R SIONODE COMPANY. THE RESPONSIBIL17Y OF DINERS TO ASCERTAIN THAT THE LOA DEAD LOA OR IMP0 5 ED BY THE STRUCTURE AND THE LIVE L ICRL CLIMRTIC RECORDS. NO RESPONSIBILITY IS AS" 10 PIS PRIOR 70 FRBR KATION. CONNEC 70A PLATES SMOWN A RT ION SHALL COMPLI KITH THE 'O URL I IT CON7 ROL MRNUAL L TRUSCOM MANUAL. ALL PANELS NOT SPECIFICALLY DES L CUTTING. ONLY LATERAL BRACING REQUIRED OF INOIVIDU E 61GN p55UMES THE TOP CHORD TO BE CON71NU OUSLT BRACED 70 CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. PERSONS EAECT]NG TRUSSES ARE CAUTIONED TO 6EEK PROF G WNICH IS RLWR15 REQUIRED TO PREVENT TOPPLING AND TRRY AND RECOMMENDATIONS' ]TPI). 'WHERE CONFUSION MA T MARK INTERIOR BEARING LOCAi10N6. CANTILEVERS. AND LATION. 7RU66ES SMALL NOT BE PLACED IN ANY ENVIRONMEN 0 EXCEED 19X ANO/OR CRUSE CONNECTOR PLRTE CORROSION. OUS APPLICATION OF EXPERIENCE RHO THEREFORE IB OUT . � •' rru±` .� �....+.¢�rsr,,,�, i.,. �'t,y ti�� OB lONO►ELLON LUMBE -9097► ti� n+ e ,� !? ....� ',Y r,y .. Y. 4: 'i.Y7' i i.. � � - `� ls�,.j, '"� � F'',Y _ � `���'�•.T�' t THIS DESIGN MEET T THE LOCAL BUI 610NRL ACCURACY. I6. OR 20 ORGE A PLATE IN6T ITUTE E EQUALLY DIVIDED R6 16 N07ED ON .LESS OTHERWIBE 6 CEO AT INTERVAL$ _ REGARDING. TEMPOR +•-*x�iX'a+-:<V�'�.ISt-rte a!TQC;f"5.�E+;Ya7'3.x^•fi0.'.k.'l4i.T('i4,`.''"fn�'•:"':•�'•yi�.!� tT�`i-:T• �'�ii . vCHO SIZE SA nF •1 nF K2 Qi- fnN PF SS MF /1•wF TOY CHORD ' 2 X . F. .r, 3 6 ._ A • , ..,.... _ .. 21 4 34• 1• 43' 9• 3A•2' 32' 1• 10' 0' BOTTOM CHO- 2x 4 16' P• 34, 1• 31.' P" 33- 7 - WEB MEMBERS 2.4 STANDARD OR STUD GRADE NEM -FIR. 2.3 02 NEM -FIR OR AS NOTED ON DESIGN 2Xa ST►rnA9n OW ST11') GFAnE NE't•FIR FnR ".'EA MF.NNEI'S PEAK JOINT DETAIL A. H• 216 R4.01(h.004h 36' P• 2.0 4.0, 4 21(b R4.0x4.5046 30• n" 2.6 4,11, 4 214 R4.6114.5,144 55' 3. 2.1) 4.0, 4 2 6.()() T2 5= OFF PANEL PnI0T SPLICE (T2) 21(h 144,0X7.S.7414 In lh' A• 2Yn RP.4X4.5.T2.5/4 TtI 35' 1• PANEL. l"N'T SPt ICE (TJ?) 211h P4.041(06.6,T56 In 3h' A - 2Y4 Ra.nX4.5+,T54T0 35' 3• NnSPLICE Fill .6Y3.0.T3/1.5 In 44 A• R1.hX3.C.T11 TO ln' 0" 11,8Y 3. (1,T31 TO ?n' n• TJ2 1.5'• MIN(Spl.) TT equal _ .......-._.+ .w � �-. � ..�::. - s: �.... w... 001144E tlQr)J: Mr •n.-� weM, ,/Y+'as`a.....r.�.�j.�r - 21 nn Fw4 14 0 F 1 1 450 F L 1200 F 't. arr.m•..rr ar .,r.rewra..aarar�s. if=�=Y:>i 2.Aftm— ar.a.a.4r.a...rr a."ft— 0 as 0.0.0 .4 16 • A • . �, papa rrwr roT ms..' r w w a.im�v.a .+.awry. so .0 3?' 1• 10'-A• 2 • o.,ga.w.. rr4tr.uorrae4rs■a tzatar.ae.aSS ,- ¢ Cpa-q6� uwwr u erwA ..Donn 7r.:•eV•. atav►• 3'i: i t!-�:_: l Ad.bw vers b l./RO- t'. Ad.— It- a..rr, aavro. • a.nw i . . 16' A • 31 10-1 -q:r- 'i -A 10 a...nr rrr bavio rrr tlb.w• ' a. bort O arQ atr• rw.. • _ - to tap �. PAMF.F.ma. b 0o0 .SPACEn 24.n'_n.C. L.n:12 PITCH . 4/3 [rJNFIGtIRATI0k- LL•OL ON ROOF = 32.0 PSF .- OL Ow CEtLINr, z PSF • TOTAL nESIGaI LIAO = .0 P • ^ ' • 5 PSF CETLI':G REnU r FN, ` AXTAL STRESS ONLY ' LnAn nIIRATTnN INCREASE = 1.15 �All <4<1•t TRIIAA-F14BER FnRCES REACTTnA•= 1332 T 1 -71`12 a 1 1461 4 1 -524 YI 2 675 T 2 -1441 R 2 h -7�a-y�I81�1 WILDING DEPARTM1341= VFei 82 B1 -- BJ2 3 EQUAL PANELS BOTTOM CHORD SPAhN TQ ' A • ' PAnEL POINT SPLICE (H.121 0lIIIr-FIR SPRUCE-PIA:F-Flo 2X4 Ra.AXb.0,756 In 36' A• 44.0x4.5 ;n 3b' A. Rl.tx7.5 In 36' A• 2x0 94.816.0,T54 In ;n' D• R2.417.5 In 3?' b" 144.2x6.0 TO 31' 1" R2.416.0 TO 31' 9• R2.IIx7.5 TO 23';.9• NO SPLICE 92.4x4.5 TO 24. 5• R2.,4316.n In 23' 3• 714 P2.4Xh.4.T2.5/4 TO 14* N" Rt.4x4.5 In 17'11• 2X4 142,4x4.5,12.5/4 TO 3n' n• n011r-FTR SPRUCE -PINE -17114 • T45 TO 36' A". T46 Tn 34' A" T36 In 34' 0•- T45 TO 35 n" . T2.S/h T1) 2A' S" T36 .. TV. 11' 7• ;)FF PANEL POINT SPLTCE ('+2) - •-.T2.5/4 In 19' 3",., 7?.5/6 •• In 214• S• 2x4 R7.4xA,n,T2.5/h TO 16' A• . T2.S/o, iC 17'.1 • SYRS trical 2x0 142,0x4.5.12.5/a T0.3n' o• : - - �• _. _. About _ _ nt < Ceedne t ;, FttE 110.. -. < , ' .. '-•Ykax ,cr +� .... - • TFASWLL com"ItCtOM t x3.7.• a pw 41st' 20 aM /o o•• N orrlMaa ow aro 014 46 ranPa4r4 r ta4� . - _ clan MC ATX RR rt NM OF RAR0 MM.n..-..Jy -36-6 42•^ -(241 a/3` SP .�aurawgtnr'rxArr� 2YsF4k-Kan t.gT..eoswernreF.naLr.w•ats•wnwwwrra 1,turcgr t VdXbed raft&1PW»now&40a0m;; T } MSM Y4rcaa M 0M.'xl: t0 roan r atA .10.041' wW Tavel ave Flwrra ft. F. IIa1a r ,2S"a7f^antra car 4.014..•.1 .A.a Naa.ia r aOayYl1 i'C'Fr� M."i. ¢4i• i �3/I l/79F ai?)•yF a �t.+S Y Ft -W Fpe0-WXaat www "m c"Now.mft" 9".Mmom wohlra.FL` H4CY R Y41uUa7ooa�bd arNMrnrsw2R�w' �ih s•151•78 OKf. BY•�TKx;CK. M�7,:. 'A brwo04/wlarrL Cyt Ma Mre dow"*wa. aaa l.CI.Q MItoO►a141rYt�tiw 0 r 114 awwr Tau a •m FOR -LUMBER REQUIREMENTS AND JOINT DETAILS NOT SHOWN SEE: T - 36 - 4 - 42* (4/3) 3/17/79 S-15-78 T - 36 - 5 - 42* (4/3) 3/17/79 S-15-78 T - 36 - 6 - 42* (4/3) 3/17/79 S-15-78 ,J'ytd[ue14''. R -1.6x3, T-32 12 _�=4 to 6 \ \ I R -4.0x4.5, T-45 GENERAL NOTES: (unless otherwise specified) 1. Installation is entirely the responsibility of the respective contractor. 2. All bracing, temporary and permanent, to resist lateral forces to be designed and provided by others. 3. Design assumes "dry condition" of use in noncorrosive environment. 4. Design assumes lateral bracing at 3•oc top chord. 12'oc bottom chord ' 5. Design assumes full bearing at supports. Shims wedge it necessary. 6. Camber truss to L/720 between supports. 7. Adequate drainage is assumed. 8. 1x3 continuous lateral bracing required where shown.* • 9. Impact bridging or lateral bracing recommended where shorn.— OVERALL LENGTH OF 28' 2" SPACEn 24.06 O.C. TRUSS LOAnING LL+OL ON ROOF = 32.0 PSF OL ON CEILING = 10 �TAKEN(5/8"ORY + TOTAL DESIGN LOAD = 7..0 * 5 PSF CEILINr, REOII WALL) LOAD DURATION INCREASE = 1.15 Stub D LEFT REACTION : 1019 RIGHT REACTION : 1019 TRUSS MEMyER FORCES (CON 1) T 1 -2097 0 1 1990 W 1 -601 W 3 -580 T 2 -1676 8 7 1024 W 2 800 W 4 7P5 T 3 -645 8 3 0 W 5 -10nt LEFT•BRNG AREA 9E0'n 3.61HF/ 2.30OF SnTN RIGHT ORNG AREA REVD 3.61HF/ 2.30OF 9nIN Stub E. To 25'-2" Spaced 24"'o.c. LEFT REACTION = on8 RIGHT REACTION 9 908 TRUSS ME'AHER FORCES (CON I) T 1 -1746 8 1 1657 H 1 -599 W 3 -938 T 2 -1326 8 2 690 W 2 803 M 4 -209 T 3 .0 R -3.2x4.5, T-34 R -4.0x4.5, T-45 I R -1.6x3, T-32 to L/4-8" to L/3-8" Stub D L/3-8" to L/2-8" Stub E ` TRtrswAL CIxaECrtms t R s• ♦ .. a titin. w.ety xo w /s w n or.. r:ee etra waI a d .. aatlnpu sMd n reo.s: 4lmrs eIDICATE sae OF PUTT IN INCHES. FILE NO.: ST - 36 - 4 - 42* (4/3)(u,awweylx.axrhec.anP«wn...tri.ragT«m."Ixnmwt pwhcra.ny.25"*.&Ma uoinlm. LUMBER: Shall aamwnwngraft ArPwannwa.(D"MFir m.y DATE: , 11 / 2 0 / 7 9 Stub D - E SPF 854114 (� by preex -M: 10 team ow eaA+..ta .sr Iorp ram.. vxwro tro va Inle u .Ts .ys o a flora ae In r. a neemeaa wlwe lrn, Fir r rPaea.d.t •, REP ' S - 15 - 78 • 'DFB. 1Y. J N ' CK. !1' P'+p WcUa a by prob -RN'x r • wedr ws000 Cor w= with away third roe s ram na hdn onmea --`•_ s f � -34l 0-• ttstmx ro- Y19ur. tea. Boa use& M Caws en le pA +yds y _ /oSMOMlq:PAWS" rlrntedonboth taaeda+N WWPWso WM*I rsrrsrolnddewtmfobeoaeaerra urlaeotltwwMAO" T. tre bolo leap* a4a• so LC.B.0. RR61Tp7'MV R11101"L M _._._..�..,_.. �__-. - ._. ..,�._...�..�u--..,w,._::.z....r•.,...1..-...�:.n:.s w..::.�r;:.:-:..ad.-..;ste,...-+.w.u;+w;s:sr-.:i!s.�^^.��-'v�4!•ri+-i+l."'wt"f„itri".tP^' t:Y]t^_�..�„ti�'•2`_"ief'lvic-a.::.ey;Yar's.<,;.+Raw•.�'R+:;:J!."',^YS!'Lt�.'!'�r�21'a.:-t�•a'.., .1�. �' ��I►!/SYSTENLS rt "to,*_ t a % node Com i r Ul LUMBER SPECIFICATIONS TOP CHORD 2XB s2 HEM -FIR s2 OF -L s2 OF -L TOP CHORD 2X6 SEL-STR. HEM -FIR sI DF -L sI DF -L BOT CHORD 2X4 82 HEM -FIR CONSTR. OF -L CONSTR. OF -L WEBS 2X4 STANDARD OR STUD OF -L PLATING IS FOR R-5000 SERIES / OF 30' 0' HIP TRUSS FOR SET BACK OF 8' 0' FROM END WALL NOTE: LOCATE INTER -PANEL SPLICES AT t/5 PANEL LENGTH •/- 6 INCHES FROM EITHER END OF THE PANEL (NDICATED. MEMBER FORCES FROM LEFT TO RIGHTs TOP CHORD BOTTOM CHORD WEBS REACTIONS T t= -5458 B t= 4880 W t= 1180 W 5= t4t REACTION e B t= 2808 T 2= -4880 B 2= 6437 W 2= -1850 W 6= -tS50 REACTION o B 6= 2806 T 3= -8437 B 3= 8437 N 3= - 141 N 7= 1161 T 4= -4880 B 4= 6437 N 4= 0 T S= -5458 8 5= 4880 BEARING AREA REO'D ISO IN) BEARING 0 1 6.93HF/ 4.49OF BEARING 0 6 6.93HF/ 4.49OF TRUSS LOADING ICON 1) LL*OL ON TOP CHORD = 32.0 PSF OL ON CEILING = 10.5 PSF TOTAL DESIGN LOAD = 42.5 PSF ADDITIONAL LOADING ' UNIF: TC VERT 35.21 35.2LL) PSF FR 8.0 TO 22.0' CONC: TC VERT 597.31 597.3LL) LBS AT PANEL POINT 2 CONC: TC VERT 597.31 S97.3LL) LBS AT PANEL POINT 5 LOAD DURATION INCREASE = 1.25 '81=0" 4875 2 COMPLETE TRUSSES REOUIRE01 CONNECTION REQUIREMENTS T.C. IBD NAILS STAGGERED AT 12' O.C. B.C. 160 NAILS STAGGERED AT 12'"'0•C. WEBS.I6D NAILS AT 12' D.C. THROUGHOUT' FESS �Kq! CD �J. 30409 1. d� V 1'L � Of 4 2445 '� + 2460 48.75 t2 t2 31Ffi. 3275 2445 2445; 0830(S�. 2445 4875 W( 30'4-- OVERALL SPAN PLATE R-5000 CDOE UBC $PAC IND 30-00, D.C. GATE B/27/8B - IT 18 THE RE6PON6781L1TY OF OTN ER6 TO R6CERTRIN THAT TME LQR O6 UTILIIEO ON THIS DE 67GM MEET OR EXCEED THE ACTUAL 0EA0 L0R06 IMPOBE0 8T TME 6TR UCTURE AND THE 'LIVE LOR06 1MP06ED BY TME LOCAL BUILDI �N���D,� CODE04.•; U1MfU670N5 PS10flRTT0 FNSRICATION? CONNCC TGRIPLRTEB3&HONNBgREDTRUSNRL018E N18 NOR EOCGRGH 186 Y6PEC1PIE0 FABRICATION SHALL COMPLY WITH THE 'QUALITY CONTROL MRNUAL': OF THE TRUSS PLATE INSTITUTE I1►1)-ANO THE 7RU8WRL TRUSCOM MANUAL. TALL PANELS NOT SPECIFICALLY DESIGNATED ARE TD BE EQUALLY O1Y30ED .':!.'DENOTES. G. THIS DESIGN ASSUMESN THELTOPRCNO AOR IO"BE COUTINU OUSLYI"BRACED YIOURL iSHEATHING UNLESS OTHERMSS MEMBERS 18 16Ep8igTE �LNN'EE�IEINRE ?'= 'd ' R N R D V T R U S ® D E S I G NSW T R U R L THE OTOOSEEK CHORD. MACE IppD RIO'6: PERSONS TRU66E6RE TRRE SYS T E M S EAECTINGE CAUTIONED PROFESSIONAL ADVICE OETEMPMPOR FFRE�C7''p BRRCINa WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND -DOM]NOIMO'. REFER TO -BAACIN6 N000.7NU88E61 COMMENTARY RNO RECOMMENORT10N6; ITPI1. WHERE CANTCONFUSION MRY EX18T CONCCEERRBMROB OF EEINO•- PROPER AS TRUSS TO �ECTION. R ERRING LOCATIONS. I VIE THE i! "+ `} FILE- 8N -3"-42s• ._ REPTIMPROP • A- 7 09 9 ? .-, ,'p ,,. .. TRU9IWL SYSTEMS CORPORRT[ON R 9IONOOE COM/NN}j UR'F1EL0• ROODATOREXCEEON 19X6RN0/ORACRU6E TCONNECTORDPLATE ANY ENVIRONMENTTER `` Ni E88RRT."16itlNT pETi�. ME? JUOICIOU8 APPL CATION OF EXPERIENCE AND THEREFORE IB OU78)OE /NF BCOFE OF NearON8101LXTti � olcuEYA U7,, . .. ._._ .r.+i.Y�Xi M� •'Y:� '.5.._1''+1,'..-"x.. e•'Sr'.•••4.F 4/": "#�iifi')Y• .-i .i�.'{.'lA1�i i•"�•�M{�`. - __ i -'Y' -a!'.'1' .i'N; \:r.'.• .Y f'_�— f_ _. ._.--_ _ l�. �._ .._ ____ _w.S:�I'i• ...wV'%`'':f•i'hti i�h'.w.dl L'i°i._. �:. ..>a Si t: ./?"Y•t1:1' �? Mb^, ^M ri: ._ . LUMBER SPECIFICATIONS MEMBER FORCES FROM LEFT TO RIGHT: DATE B/27/8B TOP CHORD 2X6 •2 HEM -FIR TOP CHORD BOTTOM CHORD WEBS REACTIONS •2 OF -L T l= -2387 B l= 2135 W l= 575 W 5= 67 REACTION 0 8 1= 1387 •2 OF -L T 2= -205 B 2= 2912 W 2= -923 W 8= -923 REACTION 0 B 6= 1387 TOP CHORD 2X6 .1 MEM -FIR T 3= T 4= -2912 B 3= 2912 W 3= 67 W 7= -2135 B 4= 2912 W 4= 0 575 ■2 OF -L s2 F -L T 5= -2387 8 S= 2135 BEARING AREA REO'D (SO IN) BEARING 0 t 3.42HF/ 2.22OF BOT CHORD 2X4 s2 HEM -FIR TRUSS LOADING (CON ll BEARING 0 6 3.42HF/ 2.22OF •2 OF -L s2 OF -L LL«DL ON TOP CHORD = 32.0 PSF WEBS 2X4 STANDARD OR STUD OF -L DL ON CEILING = 10.0 PSF a TOTAL DESIGN LOAD = 42.0 PSF N PLATING IS FOR R-5000 SERIES / OF • 5 PSF CEILING REDUCTION TAKEN(5/8' ORT WALL) LOAD DURATION INCREASE = 1.25 NOTE: LOCATE INTER -PANEL SPLICES AT t/5 PANEL LENGTH +/- 6 INCHES FROM EITHER END OF THE PANEL INDICATED. 4860 1 yQ �� •AA,y F1. cm W oT09 At 1ViL � Of CAL1, rn 6'-11 .0- 16'-2 - 0 " 6'_ . 30'-0.0' OVERALL SPAN' rLKIL R -S000 CODE UBC SPRCENO 3O•DO' D•C• DATE B/27/8B ' WRL IT 16 THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOR 08 UTILIZED ON ACTUAL OERO LORO6 IMPDSEO BT THE 6TRUCT URE ANO THE LIVE LOA06 IHPOSED HISTORICAL CLIMATIC RECORDS. NO RESPONSIBIL ITT IS ASSUMED FOR OIHE DIHENS10N5 PR70R i0 FRBRJCA710N. CONNEC ORPLATES SHOWN ARE TRUSNRL IB. FABRICATION SHALL COHPLT WITH THE 'QUALITY CONTROL MNNURL-' OF THE TRUE IR USW CUTTING MANUAL•' ALLPANELS N07 SPECIFICALLY OFING DE6IONR TED NAE TO 6PEClRL CUTTING. ONLY LATERAL BRACING flEOUIflEO OF IND IYIOUAL TRUSS MEMS THIS DESIGN ASSUMES THE TOP CHORD TO BL�yy CONTINUOUSL7 BRRCEO BT SHEATHING NO RIGID CEILING I6 APPLIED DIRECTLY TO THE BOTTOM CNORO. ]T SHRLL BE OR BNRC 7NG NNICNO15 NS ALWAYSNREOU]RE DS RR GREYEN7ETOPFl7 N0SEEK PROFESSIONAL E00MIN O1N0'YICI COMMENTARY AND RECOMMENDATIONS' (7PI1. WHERE CONFUSION HAT EXIST CONCE A N A D V T R U S® D E S I G N R U' ,_- SYSTEMSMoo 7HtY FILE- BN -30-6-42m ' ��i- 7 09 9 3 CLEARLY MR RN INTERIOR BEARING LO CR TIONS. CRNAILE YER6. AND THE CHOR 08 OF TN6 THE K IN6TRLLRTION. TRUSSES SHA NOi BE PLACED IN ANY ENYIR ONMEM T'THgT HILL CRUSE THE MO1 TRUSNRL 9T8TE719 CORPORATION R BIONODE COMPANY JUDICIOUS APPLICA7EXCEED 19X10M R.O/OF CEXPERIENCECi CONNECTOR THEREFORE-18NOU7810EETXE NBC OPEE0F818lESPONE LONOFLLLON L1MBE -3094s ,ed - rc ,i.:A,'T„ .�,. �, • t c�, �e ..I k LL f i r 'ti �•y to .,�+` •r `.a f r, •�;,` `f•r d. _4 �R-�{. •� ,•y.l -'•', °: ,tr'? 'F! ..�. .. �. . _'rr. `r':�.tir r�5k:r-"•—.A�._;y':..-.ri,.-.,'.°:,_!'�.,:?L•�'.�',,.:'sb'* "K_��.Zr .'fx 17o:"l�1tSc..3.>.'.4`.'`..'a:'._. _t.ti._..r gip` / 3260' TOP CHORDA. I7' •' In' �" 14 2i Z 16' 1" BOTTOM CMD. 2X u 7u' 0" 20' 9" 24' 0' Y/EB MEMBERS 2ae STANDARD OR STUD GRADE MEN -FIR, •2 HEM -FIR OR AS NOTED ON DESIGN 2X4 57ANDAWD Ok STI)O rRAr11 (IFF PA()tL POINT SPLICE I T2) � HF F' -h 1M FIIN aF ., ..F1FHS .:, •, N4.07u.5,T44 TO 24' 0" e ."O1 RtO.O F04 SPA.. �= 24' 0" 2X4 R2.4%4,5,T2,5/4 TO 17' 8' R-1.6x3,T-3/1.5 TJ3 12 4.00 a.l 72 3 where Hem -Fir is 30•Cihed.) SPAN Z 2x4 2x6 4[MERAL MOTU: (u"I I CCWw ap.aaeel ` CON HF 24 0 0 f P 1 00 F I & 90 F I 4 So F0 3.5" 1. wlrm, a wvey or r.apawOwy d ew n.Reo.• mrsm. 2. N a.up, w"o.. aro nm,.. b tett lett tvr<.. n a e.ryre Rle VofO.e M •e,wa 4.5" 6010"z70'0" 3.5" 5.0" 7. ws,ol a•..n. -ar a,baur a ,r b romworw ."..•r.n.r. 3' 0" 17' 8' 17' 0" 16' 1" 15' 4*1 14'11• e. O.agl mart baarp r 7' a dnm. 17 •c uellor• esG 0. C Ns b Vi10 e.rw.r, Rryab. 6 2 4 ♦ 0 " 21 r 8 " !. lv aa.ar.nu. Ylwr Ir.a'p .nw..,ban• . Ywrr n.Op rxo..nwbea .nwr rb"*.•• 10. lLap wv I v.pap o t4 d lY.te Ow0.r104Ar OFF PANEL POINT SPLICE T1 SPAN TO 24 0 SPACED 24.0" D.C. �x6 RO,OXu,5,Tu4 Trl 24' n" 4.0:12PITCH 2/2 CONFIGURATION LL+DL ON ROOF a 32.0 PSF OL ON CEILING = 10.0 PSF e 2X4 R2.4X4.5,1`2.5/4 TO 17' 8' TOTAL DESIGN LOAD = 42.0 PSF e • S PSF CEILING REDUCTION TAKEN, AXIAL STRESS ONLY LOAD DURATION INCREASE = 1.15 MAXIMUM TRUSS MEMREP FORCES REACTION= 864 T 1 1272 8 1 1207 w 1 95 w 2 1285 T 2 -0 8 2 1207 w 3 -366 PANEL POINT SPLICE (TJ2) 2x6 R4.8X6.0,756 TO 24' 0' 2X4 R4.8Y6.0,T54 TO 1T' 8' NO SPLICE R2.4X6.0,1`2.5/6 TO 24' O' S1 TJ2 1;C11 (Spl.) V) Q2 MATCH T.C. 3 12 V/0x 1, f---------3 B2 BJ3 (R J 3) BJ2 R2.4Yb,U.72.5/h TO 24' 0" PANEL POINT SPLICE (8J2) R4.014.5.T44 TO 24' 0' NO SPLICE 1+0.8X3.0,T31 TO 24' 0' 0 Ty B1 nBOT-TOM 2 EQUAL PAORD' SPRUCE -PINE -FIR R2.4X4.5 TO 24' 0' R2.4X6.0 TO 24' 0•' R2.4X4.5 TO 21'10" DOUG -FIR SPRUCE -PINE -FIR T2.5/4 TO 24' 0' T34 TO 24' 0' T2.5/4 TO 21' 9" DIMENSION "C" SPAN Z 2x4 2x6 242'0" 3.25" 3.25" 42'011Z48'8" 3.25" 3.5" 48'0"z6010" 3.5" 4.5" 6010"z70'0" 3.5" 5.0" Symmetrical OFF PANEL POINT SPLICE (92) About R2.4Y4,5.T2.5/4 TO 24' 0' Centerline' FILE Center TRUSwAL COMMCTORa T R-s.1'r an a W—p wory 20 arms 18 0A It OWv 00 alw+1 r W aro w *sdrV"W0 ae 1abw: CKM 0r01CATE SIZE OF FLATS Rr IMCME/. - M -24-4 .A-_ G2a.(2.4) 2/2(.loc++.eqv.A•'TT:ewnP+w:...Ir•..•r•Iorp.r..o,..wlW+elnnr.lo•.n^ac row r•In u..-7 LUMBER: sn+e.am..".."O.a•waaeauml.a.IDeW� F.—Y 8 qIE� DATE: .) / 4 / 4 U - SPF P (.dr W by veV 'R•T: 10 teeel Raw mm. 30••a.3T' d14 ra.n we Pa ftd •.e Pw hG• r ?5•'..75•• O. Mow w M*- - b. we —W ....e H—R, a W.eRae.) REF.: ' DOES. OY: CK 0Y: RwRW. (MOW by 0rWU F*fT 1, a apeor WWW eerawmr .� a"wy W" elw a reel ar10 haw. MWMa HSuma -0- Mies!.. 1e 0e. am= uNM N alba w 20 0► 5 -I5 -7N JK FOsrt10.oW:Fl�artrwlwWe^5m"'cwaem Mntr"v°n"'',n'e"""'e'"ri°•"e"p'"ow'�'"'A ""�°^"'I'•"°'e° 1fa Das O.splerre ae•I.C.B.O. RRI1807 rn RAeN80.-w •'-"" asigno A2 2/2 5 7 4 9 1 4. ,r !�. J.).. t.:` aG y. 1 fp'` .fir. 't •.fii • tY. . Sjn ♦ 4 _., .� 'K ..� ti •.. .. .. x.r. «3.�'`• J. �. S+U':'w t w. LUMBER SPECIFICATIONS TOP CHORD 2X6 •2 MEM -FIR •2 OF -L •2 OF -L BOT CHORD 2X4 SEL-STR. OF -L SEL.STR. DF -L WEBS 2X4 % STANDARD OR STUD DF -L WEB w2 IS 2X4 CONSTR. DF -L WEB ■3 IS 2X4 CONSTR. DF -L PLATING IS FOR R-5000 SERIES / OF 20' 0' TERMINAL HIP TRUSS FOR SET BACK OF 9' 6" FROM END WALL NOTE, LOCATE INTER -PANEL SPLICES AT 1/5 PANEL LENGTH R/- 6 INCHES FROM EITHER ENO OF THE PANEL INDICATED. PLATE ROTATED 90 DED. 6475 2X 4 HEEL - MEMBER FORCES FROM LEFT TO RIGHT: -2X 4HEEL REQUIRED TOP CHORD BOTTOM CHORD WEBS REACTIONS T 1= -4898 B 1= 4129 N 1= -302 W 3= 2489 REACTION o B l= 1834 T 2= -4865 B 2= 2205 N 2= 2489 N 4= -302 REACTION 0 B 4= 1834 SPACING " T 3= -4865 B 3= 4129 lT IS THE RESPONSIBILITY OF OTHERS 70 RSCER7AIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE T 4= -4897 B/27/86 ACTUAL DEAD LORDS IMPOSED BY THE STRUCTURE RHO THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR BEARING AREA REO'D ISO IN) BEARING 0 I BEARING 0 4 4.53HF/ 2.93OF 4.53HF/ 2.930F ,ROfESS.l Q CyI•. 4( R N R D V T R U S ® DE'S I G N TRUSS LOADING ICON 1) LLRDL ON TOP CHORD = 32.0 PSF FABRICATION SHALL COMPLY MITH THE DUALITY CONTROL MRNURL" OF THE TRUSS PLR TE INSTITUTE ITF17 AMD THE TRUSNRL CU771Nr. MRNURL. RLL PANELS NOT SPE[IFICRLL7 DESIGNATED TED ARE TO BE EOURLLT 7ED ON T • DENOTES IPECIAI CUNT ISG. ONLY LATERAL BRACING OF INDIV1OU ALEDIS TRU 66 MEMBERS IS NOTED ON TATE DRAWING. 451 VvAN(/ T R U S DL ON CEILING PSF R Gl = 14.4 TOTAL DESIGN LOAD = 46.4 PSF t� r 70'-0-. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEM PROFESSID14RL RDVICE`REGARD IND TEMPORARY ERECTION BRACING MIT ADDITIONAL LOADING " �� SYSTEMS cc 38409 m CONC: TC VERT 1813.3(1813.3LL) LBS AT PANEL POINT 3 • RTF• 7 A- ! O9 9 4'{ - LOAD DURATION INCREASE = 1.25 - - •-+ V. -a . w:..._ iRU918IL 9Y9TEN9 CORPORATION A'SIONOOE CORPAMT TNF M000 TO EXCEED'19X RMO/OR CRUSE CONNECTOR PLATE CORROSION. CAMBER. W1EN NEC ESBRRV.•IS BEST OETE�IMEo Sf of CALIF��~\ PLATE ROTATED 90 DED. 6475 2X 4 HEEL - I I WEDGE BLOCK -2X 4HEEL REQUIRED 4' " 11•-1 •0" • " WEDGE BLOCK 0. REQUIRED . • 20'-0.0" OVERALL SPAN HATE R-5000 CODE SPACING " DATE lT IS THE RESPONSIBILITY OF OTHERS 70 RSCER7AIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR EXCEED THE UBC 24.00 0.0 C. B/27/86 ACTUAL DEAD LORDS IMPOSED BY THE STRUCTURE RHO THE LIVE LOADS IMPOSED BY THE LOCAL BUILDING CODE OR HISTORICAL CLIMATIC .RECORDS. NO RESPONSIBILITY IS ASSUMED FOR OIMF NB IONpL ACCURACY. VERIFY ALL DIME N670N8 PRIOR TO FR8A, ATION. CONNECTOR PL'A'TES SNOMN RRE TRUONRL I6. IB. OA YO GAGE AS SPECIFIED. R N R D V T R U S ® DE'S I G N FABRICATION SHALL COMPLY MITH THE DUALITY CONTROL MRNURL" OF THE TRUSS PLR TE INSTITUTE ITF17 AMD THE TRUSNRL CU771Nr. MRNURL. RLL PANELS NOT SPE[IFICRLL7 DESIGNATED TED ARE TO BE EOURLLT 7ED ON T • DENOTES IPECIAI CUNT ISG. ONLY LATERAL BRACING OF INDIV1OU ALEDIS TRU 66 MEMBERS IS NOTED ON TATE DRAWING. T R U S W R CREGUIREDON71NUO IN DESIGN ASSURES THE 70P CHORD 70 BE CONT INUOUSLT BRACED BT SNERTH]ND UNLESS OTNERMI6E STATED. WHERE HERE NO A'1 G10 CEILING IS APPLIED DIRECT LT TO THE BOTTOM CHORD. IT SHR LL BE BRAC EO AT INTERVALS NOT EXCEEDING 70'-0-. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEM PROFESSID14RL RDVICE`REGARD IND TEMPORARY ERECTION BRACING MIT FILE- �� SYSTEMS CH IS RLMATS REOUIREO TO PREVENT 70PPLINo AND-OOMIN0I NG-. REFER TO 'BRACING MOOD TRUSSES1 COMMENTpRT AND AEC0 MENOR770NS- fTPl1. WHERE CONFUSION MAY EX157CONCERNING PROPER FIELD ERECTION. CLEARLY MARK INTERIOR BEARING LOCATIONS. CANIILEVER6. AND THE 9TW-20-9/4-42" • RTF• 7 A- ! O9 9 4'{ - CHORDS OF THE TRUSS TO PREVENT IMPROPER INSTRLLRTION. iRU55Eb SHgLL NOILS BE PLACED TN ANI ENVIRONMENT THAT WILL CAUSE THE MO 167UIIE CONTENOF - - •-+ V. -a . w:..._ iRU918IL 9Y9TEN9 CORPORATION A'SIONOOE CORPAMT TNF M000 TO EXCEED'19X RMO/OR CRUSE CONNECTOR PLATE CORROSION. CAMBER. W1EN NEC ESBRRV.•IS BEST OETE�IMEo Sf JUDICIOUS APPLICATION OF EXPERIENCE ANO THEREFORE IB OUTSIDE THE SCOPE OF RESPONSIBILITY -OF TRUBINIL. rY. `IMy Y.k i' f+. •R ..��,/� FN;J �y .� *.ra+T..A w.)l�lt{�"vi�F, �.;k�I'.`^ '�t `i. �� V,,Ii�'k rll y �Ai'y.-"� } "�.•N�u� is iXa.,.... .�i.., �'�. .;t.�ta[S.•.—.. .M:..-Lt7SY�"KJiS�... �AiA�...-.�1.�:"Y't����...�8�^I-..._aw�I�1. C -� _ _ •_......0 r_w.s.. w_�.w-..ate. 1 11X1 IIMOD Owftf � .,���+. ��4+WR: �.y�..�q:di �.fs_ ,4' ,bs� ...-n. ........e.w.... �I'S�r":+,{�°4":i •.�i..w.0 .t�'^S..:f. '.` i�l�i.M>[!'I:..M tJ�S'I �.�1Cr15; M.•�3A�11_`h w.'Sih:a.i _ Ya.. LUMBER SPECIFICATIONS TOP CHORD 2X8 *2 HEM -FIR *2 OF -L *2 OF -L BOT CHORD 2X6 SEL•STR. OF -L SEL•STR. OF -L WEBS 2X4 STANDARD OR STUD DF -L -+-WEB at IS 2X4 CONSTR.`OF-L F_rWEB *3 IS 2X6 •2 DF -L WEB *5 IS 2X4 CONSTR. DF -L PLATING IS FOR R-5000 SERIES / OF 20' 0' GIRDER TRUSS SUPPORTING -SPANS TO 24' 0" NOTE: LOCATE CHORD INTER -PANEL SPLICES AT 1/5 PANEL LENGTH ./- 6 INCHES. 3245 MEMBER FORCES FROM LEFT TO RIGHTS TOP CHORD BOTTOM CHORD WEBS REACTIONS T 1= -6782 8 1= 5428 N 1= 2450 W 4= -2272 REACTION o B 1= 5540 T 2= -4618 8 2= 5428 N 2= -2272 W 5= 2450. REACTION 0 B S= 5540 T 3= -4616 B 3= 5428 W 3= 5239 T 4= -6782 8 4= 5426 BEARING AREA REO'0 ISO IN] BEARING 0 1 13.68HF/ 8.86OF BEARING 0 5 13.68HF/ 8.860F GIRDER LOADING ICON IY: LL«DL ON TOP CHORD = 84.0 PLF LL+OL ON BOTTOM CHORD = 490.0 PLF TOTAL LOAD = SS4:0 PLF LOAD•OURATION INCREASE = 1.25 NOTE: 1X3 CONTINUOUS LATERAL COLUMN BRACING ATTACHED TO NEB WHERE INDICATED BT In]. YiOFESS/C,� W A v l W .'Z °= X8409 5'-3 •7" 4'-8.3" 4'-8 •3 5'-3..7 PLATE ROTA EO 90 DEG. 5'3.7' 9'-4.6' w I a 5'-3.7" . 20'-0.0' OVERALL SPAN PLATE CODE VAC IND -DATE ]T 16 THE RE SPONSIBIl1TY OF DINERS i0 RSC R-5000 UBC 24.00." O •C • 6/27/ 86 ACTUAL AERO LORDS IMPOSEO• BY THE ST RUCTUR HISTORICAL' CIIMRTIC RECORDS. NO RESPO O7MENSIONS PRIOR TO FRBRICRT]ON. 'CONNE FABRICRTION SHALL COMPLY WITH THE 'OUR ifl U6 MAL TRU6COM MRNURI. ALL PANELS NOT R N R D V T R U S R DESIGN 1PECIRI 10, T. ANgSU ONLY LATER RL BRACING R T R U S W R, L 1..-01. PERSONS ER THE D CHORD RECTLY BE 1AKIN HICM-18 ERECTING TRUSSES ARE CRU BAKING NNICN�18 ALWAYS REOU]RED TO PRE S Y S T E M S COMMEMTAMR R RMO INTERIOR OATIONG L(7PI 1.OCA71 N CLERR ``T MRRM INTERIOR •BEARING LOCATIONS FILE* O -20x24-9-3'1 REP* ]MBTRLLRTION. 'TRUSSES SNRLL NOT BE PLACE A-70997., 09 9 7 TRUSNRL SYSTEMS CORPORATION A SIONOOE COMPANY N000 TO EXCEED 19X RNO/OR CAUSE CONNECTOR JUDICIOUS APPLICATION OF EXPERIENCE AN 89 LONOFELLON LUMBE 130983- 14- THAT 3098>p N THAT THELORDS UTILIZED ON THE LIVE LORDS IMPOSED ITT 16 ASSUMED FOR DIME LAT ES SHOWN RRE TRU SN AL 16. ONTROL MANUAL' OF THE TAUS IFICRLLT DESIGNATED ARE TO 0 OF IND IV OU AL TRU 6 6 MEMS OUSLT BRACED BT SHEATH, NG OTT OM CHORD. 1T SHALL BE OR TO SEEM PROFESSIONAL ROVIC OPPLINO AND 'OOMINOI NO'. CONFUSION MAY EXIST CONCEI THE an LUMBER SPECIFICATIONS TOP CHORD 2X6 s2 HEM -FIR s2 OF -L s2 OF -L SOT CHORD 2X8 at MEM -FIR st OF -L sI OF -L WEBS 2X4 i STANDARD OR STUD OF -L PLATING IS FOR R-5000 SERIES / OF t6' 9' HIP TRUSS FOR SET BACK OF 6' 0' FROM END WALL NOTE: LOCATE INTER -PANEL SPLICES AT l/5 PANEL LENGTH */- 6 INCHES FROM EITHER END OF THE PANEL INDICATED. R-5000 I UBC 1 24.00" O -C. 6/27/86 RN RDVTRUS® DESIGN FILE- 6MG-16X30-6-37 REF'' _' A-%O9HH MEMBER FORCES FROM LEFT TO RIGHT: TOP CHORD BOTTOM CHORD WEBS REACTIONS T t= -9138 B l= 8173 W l= 3537 W 4= -1988 REACTION o B l= 5572 T 2 -8173 B 2= 9777 W 2= -1968 W 5= 3537 REACTION o 8 5= 5572 T 3= -8173 B 3= 9777 W 3= 1979 T 4= -9138 B 4= 8173 BEARING AREA REO'D ISO [N) BEARING o 1 13.76HF/ 8.92DF BEARING o 5 13.76HF/ 8.92OF TRUSS LOADING (CON ll LL«DL ON TOP CHORD = 32.0 PLF DL ON CEILING = TOTAL DESIGN LOAD = 49.5 P ADDITIONAL LOADING UN(F: TC VERT 80.01 80.OLL) PLF FR 6.0 TO t0.8' CONC: TC VERT 320.01 320.OLL) LBS AT PANEL POINT 2 CONC: TC VERT 320.01 320.OLL) LBS AT PANEL POINT 4 UNIF: BC VERT 572.5( O.OLL) PLF FR 0.0 TO 16.8' LORD DURATION INCREASE = t•25 2 COMPLETE TRUSSES REOUIRE01 CONNECTION REQUIREMENTS T.C. 160 NAILS STAGGERED AT l2" O.C. B.C. 160 NAILS STAGGERED AT 5' O.C. WEBS. 160 NAILS AT l2' D.C. THROUGHOUT 4'-11 •0' 61-11.01 V-11 -O" s 16'-9-0" OVERALL SPAN THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOA 0ERO LOR05 IMPOSED BY THE STRUCTURE ANI) THE LIVE L ICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSU IONS PR70R TO FABRICATION. CONNEC 70R PLATES SHOWN A ATION SHALL COMPLY II ITH THE 'QUALITY CONTROL MRNUA L TRUSCOM MANUAL. RLL PANELS N07 SPEC IFICALLT DES I L CUTTING. ONLY LRTERRL BRACING REQUIRED OF INDIVIOU ES1GN A6SUME5 THE TOP CHORD 70 BE CONTINUOUSLY BRRCE0 10 CEILING ISAPPLIEO DIRECTLY TO THE BOTTOM CHORO. PERSONS ERECTING TRU U6SE6 RR CRUTIO NED TO SEEK PROf G WHICH IS ALWAYS REOUIREO TO PREVENT TOPPLING AND TART AND RECOMMENOR71ONS- (7PIIi WHERE CONFUSION MR Y MARK INTERIOR BEARING LOCATONS. CANTILEVERS. FIND LRTION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMEW OS UTILIZED ON THIS DESIGN MEET OR EICEED THE OROS IMPOSED 6Y THE LOCRL BUILDING CODE OR MEO FOR aIMENSIONRL ACCURACY. VERIFY RLL RE TRUSW RL 16. 16. OR 20 OAGE RS SPECIFIED. OF THE TRUSS PLRiE 1N671TUTE (iP7I RMD THE GNATEO ARE TO BE EQUALLY DIVIDED. • DENOTES At T R U S*W SYSTEMS TRUSWAL SYSTEMS CORPORATION R SIONODE COMPANY .ya��tr 88.��F, '. �aL01 THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOA 0ERO LOR05 IMPOSED BY THE STRUCTURE ANI) THE LIVE L ICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSU IONS PR70R TO FABRICATION. CONNEC 70R PLATES SHOWN A ATION SHALL COMPLY II ITH THE 'QUALITY CONTROL MRNUA L TRUSCOM MANUAL. RLL PANELS N07 SPEC IFICALLT DES I L CUTTING. ONLY LRTERRL BRACING REQUIRED OF INDIVIOU ES1GN A6SUME5 THE TOP CHORD 70 BE CONTINUOUSLY BRRCE0 10 CEILING ISAPPLIEO DIRECTLY TO THE BOTTOM CHORO. PERSONS ERECTING TRU U6SE6 RR CRUTIO NED TO SEEK PROf G WHICH IS ALWAYS REOUIREO TO PREVENT TOPPLING AND TART AND RECOMMENOR71ONS- (7PIIi WHERE CONFUSION MR Y MARK INTERIOR BEARING LOCATONS. CANTILEVERS. FIND LRTION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMEW OS UTILIZED ON THIS DESIGN MEET OR EICEED THE OROS IMPOSED 6Y THE LOCRL BUILDING CODE OR MEO FOR aIMENSIONRL ACCURACY. VERIFY RLL RE TRUSW RL 16. 16. OR 20 OAGE RS SPECIFIED. OF THE TRUSS PLRiE 1N671TUTE (iP7I RMD THE GNATEO ARE TO BE EQUALLY DIVIDED. • DENOTES ������ � C���i Ill11h um -11011 1: � io wownfv�cptl wu nmc'mfli ocJz-z�r-,P-vxi 4%, 0.- e�r via _-i �,, -',' , -., , �4 , � i�� . A iY T--- (C:nn Ill11h um -11011 1: � io wownfv�cptl wu nmc'mfli ocJz-z�r-,P-vxi 4%, 0.- e�r via _-i �,, -',' , -., , �4 , � i�� . A iY r / r. . tP } t , 4 a I A ,_, 1 a I A ,_, �Y 8 _ K /4✓ 5j�yy u, 18 _ �. . .. _ ./ A�,. a.' /Ni�eerl.S..r, .t. ,.r �-�:3C.lIv�IMY��I ,,. _ s i.,. ,, .i• ,. k,: .. , _P a,_1,.:-.9 , 4,C ..� �i.. a1�1 .... .. ,n /�. .n.. JY' Al "I 41-1�lii,, I'll IQ, 0832C, -P,` ;4 - i-=1.--- L,n, 4., � p L"Tl .- l". t �'v n. �J C V 19 W� I� P&.t, q 5M % Or p 'n "Alt 3 (e j t 41 . ..... W J, It n tt i" " ': A T, ";A, Y' �ty- 9,t "T r Wq, r it tiiN;,4 �ql twy ti 6 6— Y,- 77-' W f-- "'0 J 41, 1� I it"I A F lijap, I"q o 61, % LAI 17 JIM TLow ITTIL I "ImIgn 1 1 1*141, -1 m 11 MOM N $.A 90i to Lo MI-O!o' 7. U T0 Af P tIT4-- Iio, 4 77 777 14 Ak 77, if