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HomeMy WebLinkAbout017-100-057�-1 011-310-057 00-2610 I -RJ ER, SCOTT RD {�cq �ZS�ENTERVILLE C IC CONTR:STORNETTA BROS.CONST. SINGLE rAM 313DRM. q r/Y —Q r 0/--7-/00-05-7 1 7 ror, a 57 NOTES" RESIDENTIAL y PERMIT NO. ,'011-31005'00-261.0 HUBER, SCOTT - G�i /a CENTERVILLE RD..CMCO S L'IrNGLE NTR: STORNETTA'BROS. CONSTr FAM 3BDRM` " rp{y : .s• ' SPECIAL CONDITIONS fCHECKED BY FLOOD CERTIFICATE REQ. i FIRE SPRINKLERS REQ. 1 SPECIAL INSPECTION ITEMS is VERIFY USE PERMIT CONDITIONS $ SUB -STANDARD HOUSING LETTER r OFFICE COPY Address GAS Meter By Date ELECTRIC �fJ Meter By —Date • l JOB FINALED (Date) ` �' Signature = OK 0 = Not OK = Not Applicable = Not Ready 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;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Discorinect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 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- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements t 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. -. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. ,Boxes-Enclosures-Panelboards-Ins. to Main in Conduit . 9. ,Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 =Not OK - = Not Applicable = Not Ready RESIDENTIAL Date 06derfloor (Plans) OK except #'s Cli Zoning -Setbacks -Easements• food -Slope Date A. Main; Soils-Elec. G -/ W Ftg. Depth Date Date Ftg., Garage; Soils-Steel-Elec. Grnd.-/ jd_.9 Ftg. Depth 4. Ft orches & Decks; Soils -Steel./ /" Ftg. Depth G Stem Is, Main; Steel-Blockouts-Wrapped Tir emwalls, Garage; Steel- Blockouts-Wrapped Hold Downs and Special Anchors G 7k&95 -Steel -Wrapped 8 Piers -F lace Ftg.-Steel V s Pipe; Sixe & Anchors !;5S '-01 V.; Fall -Fitting -Test -2 Way C/O-Sewe 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. i4. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies (Single & Duplex) Insulated Neutral O Yes O No 51. Service -Riser Conductors & Ground Main Disconnect 3;Aquip. Clearances Panels-Motors-Mech. Equip. 3 olhes Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC NICAL (Permit) OK except #'s C cts Insulation & Support ent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. F ace -Vent Access -Comb. Air- Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date JAMING (Permit) OK except #'s sAe f5roper Materials & Anchors `s Studs -Nailing Spacing & Braces -Plates -Sound B�g Walls over Girders & Floor Nailing Dr Stop in Walls (rat proof) Fre Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date k Access & Ventilation H 16. Insulation Cli . Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Ring. Date Card 13 Date Card B-1 Date Date Card Date Card B-1 MB NG (Permit) OK except #'s Wate .Htr.; Vent -Access -Combustion Air Baffle 6611"6011<Windows AateLApe; Test & Anchor -Nail Protection G W.V.; Test Fittings & Anchor -Nail Protection P_roWy,Line Firewall & Openings 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tu &Shower, Second Floor -Tub Access V s Pipe; Sixe & Anchors !;5S '-01 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECT ICAL (Permit) OK except #'s ix.IJI�Transformer Clearance -Ins. Protection lec. eceptacles Spacing -Lights & Switches at Doors �b iz�xes & No. of Conductors Stapled orqwlnstalled Close to Edge of Studs & C.J. quip. round made up w/Mech Fasteners -Bond Gas & Water ppliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI.Oven Circ. / / ga Cu or At Insulated Neutral O Yes O No 51. Service -Riser Conductors & Ground Main Disconnect 3;Aquip. Clearances Panels-Motors-Mech. Equip. 3 olhes Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC NICAL (Permit) OK except #'s C cts Insulation & Support ent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. F ace -Vent Access -Comb. Air- Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date JAMING (Permit) OK except #'s sAe f5roper Materials & Anchors `s Studs -Nailing Spacing & Braces -Plates -Sound B�g Walls over Girders & Floor Nailing Dr Stop in Walls (rat proof) Fre Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) H ers-Post Caps -Anchors -Connectors Cli . Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Ring. $ F� Ties or Type A Flue -Fireplace Throat Clearance A Ac ss; Size & Romex Protection -Draft Stop -Ins. Baffles 6611"6011<Windows or Exiting Doors -Sill Ht. & Dimensions G ge Fire Protection Framing P_roWy,Line Firewall & Openings 93' E6WDoors-One 3' -Check Garage 3rd Story, 2 Exits 5 . Stat idth-Headroom-Rise-Run-Landing-Fire Protection lyw 'on Roof Overhang -Attic Vents -Rafter Outriggers 56 -Nailing Veneer uccoWesh-Drip Screed -Fd. Vents-Underflr. Access 58,-Glayng Area -Glass Protection -Skylights -Plastic / 6W-Sh ar Walls; Nailing -Bolts 60. Xace Interior/Exterior Wall Pane q Insulation -Walls -Ceilings 62. I nfiltration-Walls-Windows Date 5 601e571Card B- Date Card B-1 Date6111101 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 6,9. ,t. Steps -Door & Sidelight Protection -Landings 6 Smoke Detector p--'T:urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 61. G.F.Y. & Bath Fixtures & Tub Access -Spa 68. E4c. Trim & Su anel, Breaker Sizes 8 abels l /(6-1 Stairs & it %,_J5 / cK e- 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7 . Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 7,--'A.C. Duct in Garage -Damper J+t Wtr. Htr.; Vents -Clearance -Comb. Air Connector -P. . in Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection j.9. Insulation -Foam -Looked in Attic §JV'Guard Rails & Deck Construction -Post Caps 8J!rdn. VBents & Crawl Hole Door Drainage & Wood -Earth _Clearance Looked under Floor O Yes Following Instld./Drive :!Yes No/Walks :)Yes odhlo/Planters ❑ Y No Ecco Brown -Finish 94'A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House CSIa§s Protection 9 Corrections fr m Previ s Inspections 91. Gas Test- ters TUeed, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval E ergy Compliance Certificate -Other Certificates 9 Address Posted Date Card B-1 ate Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: • INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE q 0 FROM: S Beek r- , ENVIR. HEALTH, CHICO DATE: 9 -S --o RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP#: ()III -310 -tqj- 7 ADDRESS/LOCATION: I gxgut 12u-, %- C -tA_,gjP 0. Comments: GL/memos/releasehold LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 12874 Centerville Chico _ Number and Sfr—ee-1 City Butte County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Brand,Name Thickness (inches) Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 10.25/8.25 Thermal Resistance (R -Value) R -30/R -30c Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. fib. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Brand Name Johns Manville Thickness (inches) 6.5 Thermal Resistance (R -Value) R-19 4. RAISED FLOOR MaterialFiberahiss_Batts Brand Name Johns Manville Thickness (inches) Thermal Resistance (R -Value) 5. SLAB FLOOR / PERIMETER Material Brand Name Thickness Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Thickness (inches) - Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicaed on the Certificate of compliance, where applicable. C.L.#499150 ()- (3t Iy I LOERKE INSULATION CO., INC. Item Sig a ure, at Installing Subcontractor (Co. Name) Or Contractor General (Co. Name) Or Owner Item #s Signature, Date Installing Subcontractor (Co. Name)) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Installing Subcontractor_ (Co. Name)) Or General Contractor (Co. Name) Or Owner T. ' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 ~� 7. County Center Drive • Oroville, CA • (530) 53&7541 CORRECTION NOTICE y$ y. OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, _ please contact this office immediately. rf 4 Date :Inspector_ REV 10/92 COUNTY OF BUTTE I BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 MCp Street,* Chico, GA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER ' `i PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you'have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. - i - r a i } Date / Inspector / REV 10/92 '`' COUNTY OF BUTTE, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive 0 Oroville, CA-- (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. n • x A v :i Date Inspector �t REV 10792 Ir (Rev. 12/96) COUNfY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California. 95965' • Telephone (530) 538-7541 PERMIT o. APPLICATION AND PERMIT eD�� ASSESSOR PARCEL NUMBER 011-31-0-057 ZONING FR 2 BUILDINGPERMIT OWNER SCOTT HUBER TELEPHONE 343-1306 SO, FT, OCC. BUILDING VALUATION 1465 R 79,110.00 . OWNERS MAILING ADDRESS 4188 GOLDFINCH COURT CHID COMPACTOR'S NAME STORENETTA BROTHERS TELEPHONE 343-6656 160 0 1,190,00 CONTRACTOR'S MAILING ADDRESS 10636 S. MILLER AVE. CHICO 95928 - CONSTRUCnONLENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER CASH COLBY LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 581.00 ARCHITECT OR ENGINEERS MAIUN�ADaRESSBOX i 1111 915 , OROVILLE Plan Checking Fee $ -477-69 BUILDINGADDRESS CENTERVILLE ROAD, CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ IAT NO. SUBDrVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IR Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15 no Each gas water heater or vent 15.00 TYPE OF WORK New AV Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY. Gas piping system 1 - 5 outlets 15.0019.00 Building sewer 15.00 S -00 Mobile Home IS I GI W @20.00 PERMIT FEE $ 136.00 ELECTRICAL PERMIT Fling Fee 20.00 -011 Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSINOWGLE License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 46.00 WEE200A CCBLDS.U000A NEW CONST. DWELLING OCCUP. ( ACCO 3.SQ�. NEW CONST. M NOWRESID. @7.50 OUTLET ER APPARATUS CR. a Ex. Occup.olmETORFDLTUREs 2O °'�0° BAL .50 FIXED A.I Ex. Occup. °� PPM.°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 103. l7 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation 2 4.501 9.00 PERMIT FEE $ 65.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the w r ' compensation provisions of section 3700 of the Labor Code, I shall f rth i comply with those provisions. X Datelo _ Sign re f pplicant - ❑ Owner ❑ Contractor ❑Agent An OS permit is required for excavations over 5'0" deep and demolition or co struction of structures over 3 stories in height. k 6 _. f r Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3/U CONST. TYPE VN TOTAL FEE $ 1352.15 HAZ X. X D FEES IMP FLOOD X I X PARCELCOF PARC X PD X HO X ISSUE This permit is hereby issued under the applicable provisions of the Butte Coun Code and/or Resolutions to do work indic for hich fees have been paid. By Date d� PERMIT EXPIRES ON ?__//2 OZ Det eg ReceiptNo. 302747 / $474.80 a �u WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT a COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION. a 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev.12/96)` APPLICATION AND PERMIT ASSESSORPARCEL NUMBER WNWBUILDING Z- PERMIT Ott - 10 ` K - OWNER TE1E°MONE SO. FT. OCC. BUILDING VALUATION SCID C 34 -130 OWNER'S MAILING ADDRESS 1 I(f-H 61111'a 45-06 CONTRACTOR'S NAME TELEPHONE k R RD S Co N SI (��C�ON O el T Rol ST t: , 3 S CONTRACTOR'S MAAJNO ADORESS CONSTRUCTION LENDER GJ\Sir Fireplace LENDER'S MAILING ADDRESS Total Valuation S f!D ARCHRECT OR ENGINEER C� Kr, WARHOEGEs LICENSE NO. Filing Fee $ 20.00 C Permit Fee $S00 C"UNG ADDRESS V I Ll Plan Checkin Fee $ (p5- SULDLINICIADDRIESS leYJ 1 N Qv P- I L_ j2 N Energy Plan Checking Fee $ (,lI =tv • -u $ !/ LI7�GU PERMIT FEE S ODi•�D IAT No. SUBDNISpN'SNAME PARCEL MAP PLUMBING PERMIT Filing Fee7 20.00 Each Trap 7.00 CO USEOFSTRUCTURE Solar or heat um water heater 23.00 SF Duplex ❑ Mobilehome ❑ Other Water piping 15.00 SPECS Each gas water heater or vent 15.00 co TYPE OF WORK Gas piping system t - 5 outlets 15.00Ott New ❑ Addition ❑ Remodel ❑ Utilities ❑p Installation ❑ Other ❑ Buildingsewer 15.00 to Mobile Home ISI GI W 0 Describe Work:e�> PERMIT FEE,(/l/ ECTRICAL PERMIT e 20.00 000V OR LESSin Service m.OR LESS0 M Main Service 200A TO 1000A0 NEW CONST. DWELLING OCCUP.SO. OR ADONS. 6 ACC. BLDS.FT. NtW ONS T. 123 ,') , ✓" MULTI.OUTLET NON•RESID. 0 POWER APPARATUS .11N.. SINGLE OUTLET CIR. OUTLET OR FDRURES00Ex. OCCU .soO\ Ex. OCCU OPo(� PCPR...0�0Tem orar Service 0Mobile Home Facilities 0Misc. Wirin 0 PERMIT FEE = /1111" *PERMIT , �O PERMIT Filing Fee 20.00 FEE PAID $147 Heating (,t� SRA Cooling /5.0 SHERIFF $ Hood Ventilation 6.50 0 OTHER. $ $ PERMIT FEt S , Mobile Home Installation Fee $ $ Energy Inspection Fee $ , c D°r4T. rVE O A FEE $ ta 1 AMOUNT RECEIVED $ �jO KAZZ. ° P ° O°F HD This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work /'(�1 indicated above for which fees have been paid. *RECEIPT NUMBER 3 al * TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON fo COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 M SCHEDULE OF FEES DUE OWNER/C A.P. # (� 3/L/) i 7 PROPOSED BUILDING USE Oe DATE ZO vZ- RECEIPT # DATE REC 1. BUILDING PERMIT FEES /+ -- Balance Due ................ $ (9 �� �(? ✓ (ii >Additional ditional Fees Due ........... $ Fees Due ............ $ -- .Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES (paid at District Office) f 3d10� y3. SHERIFF FEES (paid at Building Division) Residential ........ [ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) *7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit applic n, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be chiffigedjduriqg the plan checking process. �Wdl __ APPLICANT DATE Pursuant to Government Code Se tion 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) COUNTY OP'B1JTT9 DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER da"aio'/t Seo A. P. # PROPOSED BUILDING USE —VI.. BUILDING PERMIT FEES `balance Due ................ $ 16 A P A ditional Fees Due ........... $ 157 Fees Due ..... 'd - 'din, ...... $ Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES ef W16 (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units 'Commercial (sq.ft.). x $0.03 = $ Sq.Ft.. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) x $ #Units Amt. Commercial (sq. ft-.) . x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMAILITO, DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION' AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) DATE -.-/,,2 -A RECEIPT # DAtE REq AP/0 7. (9S A9-24 -60 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit applVao, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be chafiged during the plan checking process. 4 APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on y6dr., project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Budding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) .k - T 4 •xy COUNTY OF BUTTE - DEPARTMENT OF DEVEEOPGIENT SERVICES - BUILDING DIVISION i ' '`7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 , PERMIT APPLICATION DATA SHEET, 41500 - OWNER: ASSESSOR PARC MJMBER: IL ala- O% 7 Proposed Building Use: Building Inspector: KAI Date: &2- Gd ` At time of permit application, was advised the following data must be submitted prior to permit processing and/or issuance: ------- D � ,,R, jgeived By ❑ 1.Pit, ems have been submitted .------------------------------------ -- ------------------------------- ❑lans, 3/4 sets, signed by the preparer of plan. ------------------------------------------ \C --------------------------------------------„ ��❑ 1Completeplans, 3/4 sets, signed by the preparer of plans.-----------------------------------301406-- ❑4. ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ------- -5. Engineered Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy D7esign Compliance and supporting documentation. ---------------------------------------------------- q7. Sta ement of Intent for Non -Heated and A/C Buil ' gs. ------ - -------- -- ---------------- azardous Material Form. ---------------------- - ----=� - - ------------- 9. anuf�cf Ho ata . d inn4tallation ins ctions including Tie Down Specificati A cFsof �4 ZImpact as shown on the attac schedule.------{----------------------------------- C ---------------------------------- California Department of Forestry plan approval/fees------- �n=�---- IQ-- ✓� 0133.�.,-Flood elevation certificate.-----------------------------------------------------------------. �4. Sanitation and plot plan approval t✓/'/ Health Department. -------------------- x ❑ -15. City of Chico plumbing permit. ------------------------------------------------------------ ❑ 16. Plot plan and business license approval from the City of Biggs.------------------------ rt,i 4 7. Planning approval for (A) Use: ©jC (B) Parking: -------------------------- ) O C (i Contact Land Development about g6inprovements, ❑ Drainage, gal Parcel. ----------------------- 9. Encroachment P r it for driveway construction approval prior to occupancy) ----*`` ❑20. Pretion for � ' required Request to Building Inspecfdr on � E12 i. Contractor's license information. (Number, Name Style, Classification). --------------------------- ='------- ❑22. Workers' Compensation carrier and policy number.----------------------------------------------------------- • ' ' _.w ❑23. Owner -Builder Verification (Given to owner El,, Mailed to owner 0) - ------------------------------------- 024QQ\er of signature authorization. -------------------------------------------------------------------------------- t ❑25. Recorded copy of Agricultural Acknowledgment Statement. = 4,fe -(-�6-0-------------Ile=21-1=6Q 1126. Letter of intent on building use. -------------------------------------ti --- ----------------------------------- E127. Manufactured Home utility clearance. ------------------------------ '�' ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------- o,7 Wh you issue the permit, process as ollows`O Mail to owner, ❑Mail to contra tor. L►Telephone (” 12 1 % and hol for pickup at C �G G offrce. Deliver with ' spector. S' t-r-r.i�L✓ ��i8� %tri-�*l o phcantl Date. ` 41 r Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire DeparJent, o Air P ti t Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, o Other: Date: " ,F$y: V — zr �J �7 _ (Date) 1. Index permit application for the ab6ve items numbered:Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required databy ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, w sed of the above required data by ❑ phone, ❑ mail, ❑ Building visio counter, by Date: Plans reviewed by: Date: V Plans approved by: Date: • (2 Q Sets of plans on AoIj in ❑ Plan Cabinet, ❑ A.P. folder. Note, transfer by: Date: TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. �USEE'LY Plot Plan Attached Floor Plan Attachad Sant to d.D- - n A. IVa►�arr� L' -der an UL /2�i ( A. // Atom Cleo/ Q) 011-310-057 Owner Location AP# Plan Approved for: �Sewage Disposal Water Supply: Public Private Well Clearance for Wells". Other L✓/ dej< a ,C FId v -r tvCAAb-kt. der 10 1- 42 Hold final for: Final clearance O.K. for: NOTE: l�nvnnse� well s�)t be. AnM d/l - 310 -CV3. -C Environmental Health Specialist Date 8196 41LAN REVIEW RESP®NSO'®RM In order to expedite the review of your plans, please complete the following information and return this form with your resubmittal. ; this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a val i response to every item requested in our plan correction letter. "By others" is not considered a valid response. please indicate you response to each item and the location where the information can be found on the plarWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN RiEVHW LEITER AND RMPLN WITH REVISED AN) ORIGINAL PLANS, . OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # U RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: V1 *Aj PLAN CHECK ITEM # U RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: V1 *Aj PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: AIL 7&1Lo 7AU\J1a0 — MICHAEL M 00A* • 5 A M4DRONE AVE. CiviL ENGINEER ORoPmLE, CA 95966 RCE 20647 (916) 533-2131 Butte County December 6, 2000 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Scott Huber APN 011-310-057 Permit # 00-2610 T have reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design. bearing load of 1500 pounds per square foot. Thank you for your consideration and patience. Yours, Michael Mooney My license expires 9-30-01 { MICIIAEL MOONEY CIVIL ENGINEER RCE 20647 Job Number 00-11-144 Job Name Huber/colby Apn 011-310-057 Date 12-08-2000 Analysis UBC 1997 Dead Loads Live loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf- Wall Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 8 psf. Floor Slab 50.0 40 psf Wind Loads P = Ce Cq q I where Exposure BOO' Ce = 0.62 @ 15 feet Cq =`0.3 in/ 0.9 out windward roof q 14.5 psf @ 75 mph 0.67 @ 20 feet 110.7 out leeward roof I = 1 0.72 @ 25 feet (0.8 in windward wall 0.76 @ 30 feet `0.5 out leeward wall Seismic V=2.5CaIW/1.4R Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot / Friction = 0.35 Lateral bearing = 250 psf/ft. CV -2610 bUTI-E CUvi e WILDING DEPARTPK`N' V. Page N -7- = r u= n,nYY 0 �' O� ulp-pecc (�UYL o� L6A--O �- L ��� � �� �.S �- USC � �°� °�� LEzF-- ujrb(Lv) Pte o N,`5wkV Z7*k �212t? 1k,'vj &6f - n �K I If I SIP- `t3 vi UJ.. Ufa + 6" 61 G'� ("Cq k CG L --w (,(Jvsu- q4,9 t 1 Yr C2, DI� I C-2) ivjj U6A 0- [(1,6c O dU�2sv�r� ti 13.toy, 6'-f Cil �r�� � �� � � 0.5 ",I's KA X, q/(Z_KBX(u_/,z4_)_ vo.j 6_ut- 0,77 N, I k 4la-tIA X - 2- 6,bl k b t 9 7 5 1, -6224h L: Ilf uji) ),,I Alb hth fM iD t) 2 540w�j ON RAN." Ltl 4- cS nitaj Vcmfi� qxsl. Am— is f<C- la - +81 Y 0 LO lJo,(Mlsqj%,DCu/oA(SAA foSojlmWIIAIJD-- �� 01 61. -v 0, L,cel � 02- MY sw 2--o 1c, Stavvu:Ll .gr<2 F) x 61 10 1 . 5J. �o 04SD OIL + '®` �� �< <i U`1� ���- 4' + t �- %Z' �- 4'/2 fig' og , - bi f,-'?i. n o VP lo' + 61.E 4 %L' = zo. S �� 1�i'� • • '/ n ( � �.�U// t.11. �,���� L. �' •% !/ �. `r.��:, Cif �+ � 1' { �,1.� it � ! %ra i e �-:,.: r ,� ; -t v. �'.� i r• K,f t> t s r. >f 2 S I)LA- 2S2( (.. 2 5T GDA V CC) "112 Ae n -m "1 K t, I L> p + � � �� Sew P��z.4���t•� Z AM • MICHAEL MOONEY CIVIL ENGINEER RCE 20647 • 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 12/15/00 Page: TIMBER JOIST & RAFTER DESIGN DESIGN DATA 1 2 Timber Section --- --- ..Depth in 11.25 11.88 ....Width in 5.50 5.25 Le: Unsupp ft 2.00 2.00 Fb- Allow psi 875.00 2900.00 Fv- Allow psi 85.00 295.00 Elastic Mod. ksi 1600.00 2000.00 Load Duration Factor 1.25 1.25 Stress Ratio ->> 0.67 0.66 CENTER SPAN -OK- -OK- Span Length ft : 11.25 17.29 Uniform DL plf 218.00 80.00 LL plf 232.00 320.00 Partial Length DL plf 0.00 64.00 LL plf 0.00 0.00 X -Left ft : 0.00 11.00 X -Right ft : 11.25 17.29 Point DL # 0.00 1200.00 LL # 0.00 1280.00 X -Dist ft 0.00 11.00 RESULTS Mmax @ Cntr k -in 85.43 294.79 X -Dist ft 5.62 10.95 REACTIONS Left: Dead Load # : 1226.25 1201.38 . Live Load # :. 1305.00 3232.06 Right: Dead Load # : 1226.25 1784.38 Live Load # : 1305.00 3580.74 STRESSES -OK- I -OK- Fb.. Allow psi 1093.8 3625.0 Fb.. Actual psi 736.4 2389.1 Fv.. Allow psi 106.25 368.75 Fv.. Actual psi 51.55 117.50 DEFLECTIONS Center... Dead Load in -0.075 -0.273 X -Dist ft 5.62 9.11 DL Ratio 1794 760 Live Load in -0.080 -0.585 X -Dist ft : 5.62 8.76 LL Ratio 1686 354 Total Defl in -0.155 -0.858 X -Dist ft 5.62 8.88 Ratio 869 242 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 =` �s� � � ���� �� � �� v ���,� � �. c�—,C► �2 ��(es-�-c,�� �- -� ��3 November 13, 2000 Scott Huber 4188 Goldfinch Ct. Chico, CA 95973 Department of Development Services_ Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 011-310-057 Building Permit Number: 00-2610 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications 'and calculations as follows: 1. Provide Class A roofing and enclose eaves on North side of the house. This is a requirement for structures located in the State Responsibility Area for fire protection when the setback to the property line is less than 15 feet. 2. The area labeled as a carport is not a carport by code definition. It is not entirely open on two sides as required by Section 302.1 exception 3. This area is a garage and will require a firewall on all walls and the ceiling as the required firewall cannot be carried to the roof sheathing because of the specific attachment of the roof. Door to this garage must be solid core, 1 and 3/8ths inch thick and must be self closing. Qr rovide location of HVAC system. If located in the attic you must provide revised truss calcs the mechanical loads. Show attic access on the plans. Provide engineered calculation for roof and floor beams. Engineer is to address connection of the vaulted ceiling to the trusses. You may not "clip" a truss with out engineering nor may you attach framing member to the truss without additional engineering. DHous5. e does not meet conventional bracing requirements of the Uniform Building Code as TP currently shown on the plalHouse is unusually shaped per Sectio0320.5.4.4, opening in a floor or roof diaphragm, braced wall panels extending over and opening below, braced wall panels not within 8 feet of a braced wall line and interior braced wall panel of gypboard which shown braced on one side only but are not the required width of 8 feet. All of these conditions require either redesign to meet the requirements of the code or, with the conditions shown, a complete lateral analysis of the entire structure is required. Plans and calculations must be stamped and signed by the engineer or architect of record. Two complete sets of engineering and plans are required. /Building code does not address attachment of wood to metal. Provide a design for attachment of metal railings. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where.the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. Health department clearance does not include garage. Provide two sets of revised plot plans to the health department for approval. 1. Complete and return the enclosed School Impact Fee form. 2. Provide a completed and approved encroachment permit. This can be obtained from the department of Public Works in Oroville. 3. Pay Sheriffs fees in the amount of $360.00 4. Balance of building permit fees is $862.00. incerel artha hitney Plans xaminer cc: Stornetta Construction 0 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND ' MISCELLANEOUS ONLY Owner: Q e Building Permit Number: Co Plans Examiner: A P. Number: Wil, - 3G 6 —0-:S 7 .: GENERAL: Zoning requirements - (number of permitted living units). 2. Building permit valuation 3. Plans signed by the designer. 4. Proper description of work_ on the application. 5. Existing violations on the property. 6. Recorded notice of violation. PLOT PLAN: �G�� 1. Complete parcel size and dimensions. r-op� 2. Setbacks, side yard, easements, Etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard 6. Special conditions on Parcel Map (Noise(S ire Sprinklers, Water Tender, Traffic and Drainage fees). 7. FAU & FAS road setback. XBuilding or utilities across lot lines (record form). FLOOR PLAN : 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). ,2K' Egress windows (Uniform Building Code section 310.4). ,,A- Skylights (Uniform Building Code section 2409 & 2603.7). /' Glazing in Hazardous locations (Uniform Building Code section 2406). IAK Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar; and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 1�4rohibited locations of gas heating equipment'(Uniform Mechanical Code 304.5). U jk&jQ_ (Oce 10.' a firewall separation - rewired on garage side including supporting walls'and posts (Uniform Building Code section 302.4 exception #3). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). ' Smoke detectors (Uniform Building Code section 310.9.1). 11. Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 vto� /t2-�F �aAV4 liooy- Ou n ce-rw, X�e=� $ a4,tkDXkk UCTURAL DETAILS• Conventional constructio shaped build' (Uniform Building Code section 2320.5.4). J Standard bracing or gineered wilding Code sedtion 2320.11.3). Clerestory requiring b g and/or engineering. 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. (T Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. RaBer ties or bearing ridge beam. n r� 10. Fireplace construction details and calculations if necessary. V , C( 11. Garage door header size(s). j., b5,�1 r o of ,f -poop, %Yn 12. Porch header size(s). 13. Stud heights.nc�.p Expansive soil - special foundation design required. C B�'l. o4— oaAdr t-, 15. Retaining walls requiring design. 6 v1: J Vrn, 16 Special Inspection requirements. Ce'i 1 7 Header sizes.. t 18. Gypsum wallboard nailing inspection required. SCELLANEOUS ITEMS: tairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): Guardrails (Uniform Building Code section 509). _.:Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster.- weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). Rogf covering type -' (fire hazard). 7. Foam insulation - protection. 36" ,halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). OUnderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). AAic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances - LPG requirements. �r3': Sound requirements. Energy design compliance and supporting documentation. Iashing at all exterior openings. 16 DF responsible area requirements. 7. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 46 J '_ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... 3 BR Res. - Scott Huber Date..10/18/00 16:01:12 Project Address........ AP# 011-310-057 ******* Chico, CA *v5.10* �Q Documentation Author... Marty Runnells ******* Bui diP rmitt# Energy Calculation Services (•�.et 1907 Mangrove Avenue, Suite E Pian Check Date Chico, CA 95926 530-894-8466 Field-c-Fe-ER7 Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00391S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Res. -Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1465 sf Single Family Detached New Front Facing 270 deg (W) 1 2 Slab On Grade 17.7 0 of floor area 0.49 Btu/hr-sf-F 0.54 9.7 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-13 R-n/a R-13 0.088 Door n/a R-0 R-n/a R-0 0.330 S1abEdge n/a R-0 R-n/a F2=0.760 SlabEdge n/a R-0 R-n/a F2=0.500 Roof n/a R-30 R-n/a R-30 0.031 FENESTRATION FRONT, LEFT, BACK RIGHT TO CARPORT TO EXTERIOR TO CARPORT TO ATTIC, CATHEDRAL Over - Exterior hang/ Shading Fins Standard None Standard None Standard Yes Standard Yes Standard Yes StandarNone Standard d one No Standare Standard Yes None RaWAAMMY None r ��ard None „'' mMP/4 one St.a dard one Area U- Interior Orientation (sf) Value SHGC Shading Window Front (W) 830.0 0.520 0.650 Standard Window Front (W) 815..0 0.520 0.650 Standard Window Front (W) •10.0 0.520 0.650 Standard Window Front (W) •4.0 0.520 0.650 Standard Window Front (W) •10.0 0.520 0.650 Standard Window Left (N) b15.0 0.520 0.650 Standard Window Left (N) 14.0 0.520 0.650 Standard Window Left (N) o8.8 0.520 0.650 Standard Window Back (E) 412.0 0.450 0.410 Standard Window Back (E) .60.0 0'.450 0.410 Standard Window Back (E) 85.0 0.450 0.510 Standard Window Back (E) 86.0 0.450 0.510 Standard Window Back (E) •5.0 0.450 0.510 Standard Window Right (S) ,20.0 0.450 0.410 Standard FRONT, LEFT, BACK RIGHT TO CARPORT TO EXTERIOR TO CARPORT TO ATTIC, CATHEDRAL Over - Exterior hang/ Shading Fins Standard None Standard None Standard Yes Standard Yes Standard Yes StandarNone Standard d one No Standare Standard Yes None RaWAAMMY None r ��ard None „'' mMP/4 one St.a dard one CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... 3 BR Res. - Scott Huber Date..10/18/00 16:01:12 MICROPAS5 v5.10 File -00391S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Res. -Submittal Standard Slab 928 HVAC SYSTEMS Minimum Duct Equipment Type Efficiency Location Gas 0.800 AFUE Attic ACSplit 10.00 SEER Attic Tank Type Duct Tested Duct FENESTRATION Thermostat R -value Leakage Manual D Type R-4.2 Over - No Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Right (S) --10.0 0.450 0.510 ,Standard Standard None Door Right (S) 020.0 0.550 0.650 Standard Standard None Window Right (S) 615.0 0.450 0.410 Standard Standard None SLAB SURFACES Area Slab Type (sf) Standard Slab 928 HVAC SYSTEMS Minimum Duct Equipment Type Efficiency Location Gas 0.800 AFUE Attic ACSplit 10.00 SEER Attic Tank Type Duct Tested Duct ACCA Thermostat R -value Leakage Manual D Type R-4.2 No No Setback R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard REMARKS 1 .61 40 R- n/a Plan front is used to identify the FRONT of the building for energy calculation purposes. This FRONT may not always contain the entry door to the building. This in no way affects the accuracy of the energy calculations. Recognizing that most people have not selected the actual entry door prior to submitting building plans for plan check, these calculations assume a worst case situation in which half of the entry door is glass. ak CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... 3 BR Res. - Scott Huber Date..10/18/00 16:01:12 MICROPAS5 v5.10 File -003915 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Res. -Submittal COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Scott Huber Name.... Company. Owner Company. Address. Address. Phone... 5303-1306 Phone... License. nil Signed.. i ned.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date DOCUMENTATION AUTHOR Marty Runnells Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 .01 FTE coujvi 9 )NG ®EPA MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... 3 BR Res. - Scott Huber Date..10/18/00 16:01:12 Project Address AP# 011-310-057 ******* Chico, CA *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -003915 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Res. -Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this'checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er ment *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. Nq 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -003915 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Res. -Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this'checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er ment *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. Nq 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... 3 BR Res. - Scott Huber Date..10/18/00 16:01:12 MICROPAS5 v5.10 File -003915 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Res. -Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBG 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). W ar r CON An i MANDATORY MEASURES CHECKLIST: . r RESIDENTIAL Page 3 MF -1R Project Title.......... 3 BR Res. - Scott Huber Date..10/18/00 16:01:12 MICROPAS5 v5.10 File -003915 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Res. -Submittal LIGHTING MEASURES 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy -of 40 lumens/watt or greater switched at the entrance to the room or one .of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures .are IC (insulation cover) approved. Design --Enforce- . er ment kz Aluft [)EPARTMa ti COMPUTER METHOD SUMMARY Page 1 C -2R Project Title..:....... 3 BR Res. - Scott Huber Date..10/18/00 16:01:12 Project Address........ AP# 011-310-057 ******* Chico, CA *v5..10* Documentation Author... Marty Runnells ******* Bui ing Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check,/ Date Chico, CA 95926 530-894-8466 Fie C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00391S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Res. -Submittal Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.....:.... 17.59 16.54 1.05 Space Cooling.......... 13.40 15.94 -2.54 Water Heating.......... 16.02 13.62 2.40 Total 47.01 46.10 0.91 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type.......... .. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned'Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1465 sf Single Family Detached New Front Facing 270 deg (W) 1 2 ReducedYear Slab On Grade 1 14149 cf 928 sf 17.70 of floor area 0.49 Btu/hr-sf-F 0.54. 9.7 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Residence 1465 14149 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 8.0 Standard No ju App'iOVIZD 4 D COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... 3 BR Res. - Scott Huber Date..10/18/00 16:01:12 MICROPAS5 v5.10 File -003915 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Res. -Submittal OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 443 0.088 13 270 90 Yes None FRONT 2 Wall 361 0.088 13' 0 90 Yes None LEFT 3 Wall 285 0.088 13 90 90 Yes None BACK 4 Wall 316 0.088 13 180 90 Yes None RIGHT 5 Door 18 0.330 0 180 90 Yes None TO CARPORT 8 Roof 512 0.031 30 n/a 0 Yes None TO ATTIC 9 Roof 438 0.031 30 90 19 Yes None CATHEDRAL PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 6 SlabEdge 97 0.760 R-0 No TO EXTERIOR 7 SlabEdge 25 0.500 R-0 No TO CARPORT FENESTRATION SURFACES Orientation Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (W) 30.0 0.520 0.650 270 90 •2 Window Front (W) 15.0 0.520 0.650 270 90 3 Window Front (W) 10.0 0.520 0.650 270 90 4 Window 'Front (W) 4.0 0.520 0.650 270 90 5 Window Front (W) 10.0 0.520 0.650 270 90 6 Window Left (N) 15.0 0.520 0.650 0 90 7 Window Left (N) 14.0 0.520 0.650 0 90 8 Window Left (N) 8.8 0.520 0.650 0 90 9 Window Back (E) 12.0 0.450 0.410 90 90 10 Window Back (E) 60.0 0.450 0.410 90 90 11 Window Back (E) 5.0 0.450 0.510 90 90 12 Window Back (E) 6.0 0.450 0.510 90 90 13 Window Back (E) 5.0 0.450 0.510 90 90 14 Window. Right (S) 20.0 0.450 0.410 180 90 15 Window Right (S) 10.0 0.450 0.510 180 90 16 Door Right (S) 20.0 0.550 0.650 180 90 17 Window Right (S) 15.0 0.450 0.410 180 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 IN COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... 3 BR Res. - Scott Huber Date..10/18/00 16:01:12 MICROPAS5 v5.10 File -00391S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Res. -Submittal 1 Storage Gas Standard REMARKS 1 .61 40 R- n/a Plan front is used to identify the FRONT of the building for energy calculation purposes. This FRONT may not always contain the entry door to the building. This in no way affects the accuracy of the energy calculations.. Recognizing that most people have not selected the actual entry door prior to submitting building plans for plan check, these calculations assume a worst case situation in which half of the entry door is glass. OVERHANGS AND SIDE FINS Window— Overhang Left Fin Right Fin— Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 3 Window 10.0 n/a 2 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 4.0 n/a 1 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 10.0 n/a 2 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 12.0 n/a 4 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 928 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Gas 0.800 AFUE Attic R-4.2 No No 0.767 ACSplit 10.00 SEER Attic R-4.2 No No 0.669- .669WATER WATERHEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard REMARKS 1 .61 40 R- n/a Plan front is used to identify the FRONT of the building for energy calculation purposes. This FRONT may not always contain the entry door to the building. This in no way affects the accuracy of the energy calculations.. Recognizing that most people have not selected the actual entry door prior to submitting building plans for plan check, these calculations assume a worst case situation in which half of the entry door is glass. HVAC SIZING Page 1 HVAC Project Title.......... 3 BR Res. - Scott Huber Date..10/18/00 16:01:12 Project Address........ AP# 011-310-057 ******* Chico, CA *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -003915 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1465 SF Res. -Submittal GENERAL INFORMATION Floor Area ................. 1465 sf Volume ..................... 14149 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range. 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -003915 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1465 SF Res. -Submittal GENERAL INFORMATION Floor Area ................. 1465 sf Volume ..................... 14149 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range. 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Sensible Load .................... 27421 21266 Latent Load ...................... n/a Minimum Total Load 27421 4253 25519 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 10547 4195 Glazing Conduction ............... 5435 3033 Glazing Solar...... .............. n/a 7064 Infiltration ..................... 8947 2940 Internal Gain .................... n/a 2100 Ducts ............................ 2493 1933 Sensible Load .................... 27421 21266 Latent Load ...................... n/a Minimum Total Load 27421 4253 25519 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. LON'GFELLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 9FAX (530) 893-0140 89 Loren Avenue i - Chico, CA 95928-7434 Customer: �/ °��'1�1 �✓/�S Address: Ce0-haw Ile PCS ohfc0 AP#: Job No: Jec 1615( - Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 INSPECTION Timber Products In*46t>cP P.O. Box 20455 Portland, OR 97220 AiPPROVEr (503) 254-0204 ' LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 - FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is' to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS e ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do Install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information: ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been 'designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences atia!-rE , t end -for -end orientation are corract d1 STORNETTR / SPEC 10/10/2000 Scale:, 1/8" 1' I'll cvjrtk� clkm�Y' IUING #ZQs�epA GADLE,EIID NLIAII. . .. . .- .. SIROIGOACK (NAIL IU LEDGER 12' U.C.) (URACEO AT 55' U.C.) A35 / LEUGER (NAIL fGAUL 13(K) :r, 10 VERTICAL �• UU14UKER W/2 -10d NAILS) GA 'LE E1TI1— (K) SPACING FUR 113 = 56.0' U.C. REFER TO SIFPSIN CAIALOG C-9411-1 FOR PRUUUCT A11ACII1011 SPECIFICAIION (ATIACII 11115 1)Wr. PREPAlttl) FROM CUIIPUltn INPUT (LOADS 6 DIMENSIONS) SIIOIIIIIID BT IRUSS HIR. r. RUL' MATERIAL %,: (C) 15 A35 IN FI OIRECIIUN 2X LEDGER �11 II\CQIIGIN / \SI )\ \ \ \ \ \I'I -IPI I PEAK PLAIE 10 HAICII (WIN TRUSSES. NOIEt CIUP.DS TO BE 2X4 FIR-LARCII 12 Hill. (SI ) SPLICE PLATE 10 HATCH CO•VIUN TRUSSES. NOIEt 11115 DETAIL MAY BE USED FOR (III I #EEL PLATE 10 HAICII COPUN TRUSSES. TRUSSES 111111 PITCHED D.C. ALSO. (0) OPTION 10 WEB FiAIINGI USE 131-2' WIRE SIAPLES (U.0)2 UTA./15 GA.) IOUTAILEU IIIRU CIIURO INIO WEB 6 ]IRU WEB 11110 CHURO DN ONE FACE FOR A IDIAL OF 6 STAPLES. (PI). 1 SI ) L (III) MIST BE PLAIEO. (G) GABLE EIA OFS101 BASED O1 75HPII WINO LOAD EXPOSURE '0' AT 0-25 FT MEAN PLATE MAX. WEB LENGTH IX3• � 1P.USSES II 2X4• B-1-0 3X4• SIRONG13ACK (PIT ' BRACED AT 55' B.C. (E) IX4 CONI DIU11IS LATERAL BRACING FOR ' (SI) '' BRACE (SIRUHGOACKI MEMBER LONGER THAN O SS (H) 2`14 F.L. OR H.F. 12 CR 72•. ATTACH AT 1110POIN1 Or EACH GRACE (G) BTR. SIR. OMlCiBACK BRACE J/2-Bd C(UHHUN NAILS. -_ —_ 24' MAX GABLE ENO (S) I LEDGER 8 (N) 8 6MAXC ohn I OUILOUKER \SI )\ \ \ \ \ \I'I -IPI I PEAK PLAIE 10 HAICII (WIN TRUSSES. NOIEt CIUP.DS TO BE 2X4 FIR-LARCII 12 Hill. (SI ) SPLICE PLATE 10 HATCH CO•VIUN TRUSSES. NOIEt 11115 DETAIL MAY BE USED FOR (III I #EEL PLATE 10 HAICII COPUN TRUSSES. TRUSSES 111111 PITCHED D.C. ALSO. (0) OPTION 10 WEB FiAIINGI USE 131-2' WIRE SIAPLES (U.0)2 UTA./15 GA.) IOUTAILEU IIIRU CIIURO INIO WEB 6 ]IRU WEB 11110 CHURO DN ONE FACE FOR A IDIAL OF 6 STAPLES. (PI). 1 SI ) L (III) MIST BE PLAIEO. (G) GABLE EIA OFS101 BASED O1 75HPII WINO LOAD EXPOSURE '0' AT 0-25 FT MEAN PLATE MAX. WEB LENGTH IX3• 2-0-0 2X4• B-1-0 3X4• 13-6-0 #6IGJr. , PLT TYP. Wave TPI -95 R Desi ng Criteria: TPI -951 O Q O ••YARNING•• IIUffIS :109111[ EIIAEN[ CAI[ 11 FABRICATION, PARKING. SNIPPING, INSIAIIINO AND IA ACING. AIF(A IO NJ -01 (RANGLIND INSTALLING AND BRACING), PUBLISHED IT IPI (IRUSS PLAT[ Q Q Ilfllltlll. iN) O'ONOf10 OR., ftlllE 100, NADILOI, YI 67)11), FOA SAFETY PRACIIC[S PRIOR 10 ►IRFORNINO IR[f[ FDNC1101f. INl[ff OON EAYIS( INDICA110, IOP CHORD SHALL HAVE PAOPIRLT ATTACHED StAUCIVAAl PANELS, NOTION CHOI0 SNAIL NAT[ A PAOPT1LY AIIACBED AIOID COOLING, O O ••TNPORIANT•• FURNISH A COPY Of THIS DESIGN 10 INC INSTALLATION CONTRACTOR. ALPIR[ EROINEAID PAODOCIf, IAC. 7NALl 1101 IE AEf/ONfllll FOA All DEVIATION FROM INT$ PISTON: ANY FAILUA[ 10 o ZALPINE o IDIlO IN[ tAtlfflf IN COIFORHAAC[ IM IPI: OA FABAICAIIRO, NA1DL1110, fHI►►INO, INSIALLA110N OR IAACItO Of IRtlff[f. THIS D1f101 COtFOA Mf YI1A A►/LTC A1l[ PROVISIONS Of 101 (NATIONAL 0I1109 TPOCIIICAOIOI /tl/14AI IfH[0 11 IRI ANRICAN FOA1f1 ANO ►APER ASSOCIATION) AND IPI. ALPINE O�I IAC11EiACII OR 'Oi 111:915[ ANOfU1l[ff IOIN[A111SOf10[AIED ON[INIf[0[fION,tS/05111011 COR11[CIORf[/IRAf 10 I.J t_1 1-J Of AON[DIRUIS•110 AID 160 Ol►ICAO NEROAAtO SIIA1l NN01 OBC , SIAL 01 R[IIID UPON1111 ANYNDINERPVATtf 0111T 10 IMO OLf10N' 6 - IOd COMMON BLOCK NAILS / 1;11 -1 / ARILS EACII EIIO OUTLOOKER CRITERIA 3.5' MAX. 11IP. NOICH � 2J• O.C. 1.5' MAX.' I 12• Hill 24• FLAX 2X4 F.L. Ul4OER GRADES MAX. LENG It W1111C111 BRAC NIG ( M 1 MAX. LEIKMI Y/ SIROIIGOACK GRACE I S ) STANDARD 5-11-0 II -10-0 11 7-9-0 15-6-0 11 L BETTER 7-9-0 15-5-0 SS 7-9-0 15-6-0 TC LL 30.0 PSF REF 11992 TC DL .15.0 PSF DATE 03/19/98 c DC DL PSF DRW . C0112 Dc LL ' 0.0 PSF •' * TOT,LD. 50.0 PSF SEON - 25458 DUR.FAC. 1.15 FROH POC SPACING 'I1111SS nnACIII(;/nIUcKilla iirlAll IRIS UNG 1'1111'Anlll 8111111 COIIPUIIR IIIPUI 110AUS l 0111111SIOItf) SUa1111110 Of (BUSS Hill. 11RUGS 1111ACIM/11LOCKIM DETAIL • (Ar•W>t��>,Ir( IIOlE1 DIMING lk-swlco l0 OTAUILIZE 11116 -SES, AIA) IIAS NOT UEEN IIESIGFLU TO INSIST_LAIEHAL 9IEA11 I_nans_ 1 (A) 2X4 13 IIE11-F111 Olt IIE11E11 COIIIIIIUTAIS LAIEIIAL UIIACIIA; 10 nE E(1UALLY VAUD. AIIACII NIM (2)•16d IIAILS. IIIIA011.13 I•IATERIAL 10 BE 611PPLIEU AIA ATIACIIED Al 110111 EIVS 10 A SUITAOLE SUPPOI11 IIY EnECTIDII COIIIIIAC100. , (It) Itumir OF IMJSS AT 6UPP011 T . L n (A (D) 1NU '. ;_ Tnuss VERTICAL NEB 811 41 JL A AL. �� 177AL -- SECTION S -S (0) 2X4 II.F. 13 OR OETIEII OIA001 1, DRACE. APPLY 111 PAIRS AT I6 -0-O (T) - 1IIUSSES O.C. ATTACII 10 EACII OVEIILAPI'lln 1nUSS USIIXI (2)-16d HAILS AS 6110Hil. OAACE WAY OE LOCAIED Oil EI111En FACE OF VERTICAL. (1) 611CAIIIINO APPLIED 10 TOP C110n0, (L) LOADS AS IIIDICAIED 011 TRUSS DESIGII. (1.1) IF 1RUSS IIEIGIIr AT SUPPORT IS lu.0" On LESS, DIACOIUlL9 1K1� �_fl Qg�Ihn�YEaeO, 19 ■ APPROX. 45' (110) IILOCKINO 10 130TIC14 CIIC`RG OVER SUPPORT, II.P. 13OR DEICER 2x f OF DOTIC14 C110110. PlT ITP. Nave iPl•95 IZE Ileslgn Crllerla: TPI -95 STD IU,Z O Q O Q ••rA4t180•• 11nlu 11ar1817iR111x1 1011 a Au 114 et: A�oii■e: llili►iie irl A Ireiro c3 C%� nAtn11. nru fe 111.81 Iru01u8 1"/00198 Are e11At1261, rerulrlr or 111 1111eu I pl[SSIO TC LL (D Qh1111rI1, Irl r 1180810 114., lrltl foe. r4e1f04, rl aril). lot IA►tic flatltce$ /8104 to aY• p�� � ' REF 8411 Ilueaxfal fall) IntlloU. 41111 elgl A14r111 "OltA11I, lot 04e IMA11 .All 111011411 AI1Atr10 �� TC UL O Q lurt Icor lulu. rotten gloat IMA" NA" 11 111or1411 AI IACIIe 41ob (little, �� DARE 1/11/94 'IN►041Ar1•• t11a1IN A Cott of 'all ellltt 10 IMt 1111MA110f t04144t10N. AI►fAI 1401011410 ~ RC 6L ( L ) ���t1I11 Io4 far e1rI411oN nox Irlf 011loq A11r IAllr4t to �EL letqurflu a con oaxucl 8118 Ifit 01 1AIefUIIII. Motlae• 141/rise• 111114ltAllor OAOf 1111111, fall $life: torroaxf ■118 AII/ICAIII 14011110Afo►■otf4A11011At•1711186��1 * LL Irl(UIUIIea hrf IN A014rtAr ►04111 Ale111111 AffollAllOq All 111.AI►Iq0�"`R tofolt104f all MAIM or (AOA Alt" All) CA)f lAf1. 11111.IICIIIAf4@110. Arras tOralflcU10101 AD, 7,040,6]4 I USIAt• ►ail or hrl1. 1A0 folios tIM14r1I1 Irt 4111 Oa IU1 Olfta. ►Ori ltOa lo4gc CONI ►111 \ n n n narfall Ifr. Ifa Its far 4•r. A4 14c111111.1 IIAI o4 11111 ourlle U►111! 0411 to Irl OIIto11 * Cly1`�V ! IIIIR,FAC. or f■t t1�1i efrtciio Asti ase uui o� T� 1111110 ne`ll far @fall far. �l1%f Qi C)�� CA•[Illi / CUC — - SPAC.1I1r, Sr. C AIIOVC (SPEC1010-STORNETTA / SPEC - Al 10- MONO TOP CHORD 2x4 OF -L #1 80T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard ca SLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. i c --a rn Ln o z H - U A O a X3r A W W w W z c.5 z � W w • z 4--2 - 0 - O, --J Q I 10-0-0 Over 2 Supports . R-458 W-3.5' �0 R-306 ••• �•�.. ..- --w-1-6 rnnLLJ Un nlUJU LLLLLYIU uac rUKLII(a: IU UKALC 16 @ 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 4 W1.5X4 M 3-7-15 8-0-0 s nL. . N_ N PLT TYP. Wave TPI -95 R Desi n Criterla: TPI STD 1 p C C N --+ E-� ALPINE V O - �p u 9S828 Fme-�' •-YARHINN'� TRNSSES N[OUIR[ EXTREME CARE IN fABA ICATIOA. RANKING. SNIPPING, INSTALLING AND BIACTIG. REFER TO HIB•91 (HANDLING INSTALLING AND BRAe1NC), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBS O'ONOFIIO OR.. SUITE 200. MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NATE PROPERLY ATTACHED STRUCTONAL PANELS. BOTTOM CNOID SMALL NATE A PIOPEALT ATTACHED RIGID CEILING. •IMPORTANT•• FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CORTAACTOR. ALPINE EIGIIEIREO PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 1013 DESIGN; ANY FAILURE TO BUILD TBE TRUSSES 11 CONFORMANCE MITI TPI: OR FABRICATING. NANKING. SNIPPING. INSTALLING AND RIACIRO OF TRUSSES. NNIS DESIGN CONFORAS 1ITI APPLICABLE PROVISIONS 0► IDS (KATIoeAL DE318I RICIFICA1 0: PUBLISNED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) An TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM ASS3 GRAD GALT. STEEL. EXCEPT AS $DIED. APPLY COIEECTOIS 10 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS IGD A -Z. TWE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENTY AND GIIEEIING E OFTN IS COIIPOIERSPONSFRIFORYANY LPARTIELY CULARE10ILDINGTRUSS GISOTHE RESPONEIFT NSIBILITY OF THE EDUCING SnOwN. THE ( DESIGNER. PER AIS IInI 1•S'IS SECTION I. reel �.�E►O * TC LL 16.0 PSF TC DL IO.O PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF REF R427--51858 DATE 10/11/00 DRW CAUSR427 00295001 CA -ENG GTP/CWC $EON - 12953 DUR .FAC . 1.25 FROM GA • SPACING 24.0- (SPEC1OIO-STORNETTA / SPEC - TOP CHORD 20 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard A2 10' MONO GE ) THIS DWG PREPARED FROM COHPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS NFR. SEE OWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC.® 72.00" OC LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. n-: (THIS TRUSS IS DESIGNED TO SUPPORT 12" OUTLOOKERS AND 10 PSF BC LIVE LOAD PER UBC. SIDING LOAD NOT TO EXCEED 10 PSF (STUCCO) ON ONE FACE. LC'J- K) 2x4 OF -L J1 FULL BLOCK, ATTACH BLOCK TO THE TOP CHORD o WITH 2X4 ALPINE PLATES 0 24"oc. THROUGHOUT PLUS HEEL z PLATES AS SHOWN. II Z W2.5X4 0 W2.5X4 a ` 4 r-- (K) R/1 v 3-4-4 o W3X4 W3X4 11. ca 8-0-0 WU4 ® W2.5X4 W2.5X4 w w z z w . w z L---2 - 0 - 0-- Bev 6 I10-0-0 Over 2 Supports R:1 R=568 /1m3.5' R-450 Note: All Plates Are W1.5X4 Except As Shown. N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 2 CA - 1 - - - F Scale=.375" Ft. ! --WARNING-- TRUSSES REDUINE ENTREMI CAME Il FABRICATION. HANDLING, SNIPPING, INSTALLING AN C=D BRACING. M(fER TO 1I8•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE EO,yj, TC LL 16.0 PSF REF R427--51861 C� INSTITUTE, HES D'OMOFRIO DH., SUIT( OZoo.THERWISE MADISON. MI 5371 9). FOR SAFETY PRACTICES PRIOR TO 7C DL 10.0 PSF DATE 10/11 /UU O PER FORMING THESE !UNCTIONS. OMIESS OTRERYISE lMDICAT(D. TOP CHORD SMALL RATE PROPEALT ATTACHED CN STIOCTURAL PANELS, BOTTOM CHORD SMALL HAVE A FROPERLT ATTACHED RIGID CEILING. --IMPORTANOR T•• FIISS A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �O RP► BC DL 7.0 PSF DRW CAD$R42T 00285002 .,.._, PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY 0111ATION FROM THIS DISIGRI ANY FAILURE TO F BIACBUILINGMOfTRUSSES TRUSSESIN CONFORMANCE ISNDESIGNICONFOORMS WI7B11; 01 ABRICATING. HANDLING. APPLICABLE PROVISIORSSOFPIDS (NATIONALING DESIGNN BC LL 0.0 PSF CA -ENG GTP/CWC E; ALPINE SFEC If CATION FUBLISNEo BY THE AMERICAN FOREST MD PAPER ASsoclAnon AND tit. ALPINE V COMIECTOIS ARE MACE OF ROGA AM A"3 GUO CALM. Lit EL. [ICE" AS 107ED. APPLY CONNECTCAS TO TOT. LD . 33. 0 PSF SEAN - 12951 [ACM PACE OF TRUSS. AND Ul1tSS OTIERNISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PEA I� T�T� Engirsocredp,�,y� DRAWINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENOIREENIIG 4 DU R .FAC . 1.2 5 FROM GA ` � A 95U "' �" COM►ONENTRESPONSIBIFORTARYLELY FDA PAITICULANtOUILDIRGISISUSS OTHETDESIGN SHOWN. THE RESPORSIBILITY Of TN[ BUILDING1TT AND USE Of DESIGNER. PER TMIS AN. BM�Iq G 9SA28 AM SI/TPI 1-I3/S StCTloN z. 'Tn SPACING 24.0 PEC1010-STORNETTA / SPEC - 81 16' COM ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. &ZIP CHORD 2x4 DF -L #1 1N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE_TC Z::�)T CHORD 2x4 DF -L #1 @ 24.00" OC, BC @ 72.00' OC. WEBS 2x4 DF -L Standard I,- r�T Llai; ra%e�isr✓�° - `— DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTALC"OT r T „%il!"1-4 DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. i -ATES TRUSS SUPPORTS 240 MECH UNIT; UNIT CENTERED AT 14 8i 0' SUP,P.ORTED . 'J �AI TC; UNIT WIDTH 2-4#0; SUPPORTED BY 3 TRUSSES. R,:: d 0 +ter O+A�F z W4X4 = - ` W1.5X4 H W1.5X4 4 "U 4f :Q O 8-0-0 rl w_ W3X8 = z WM (A1) W2X4 (Al) z w w z L -2-0-0---J –� 8-0-0 8-0-0 'jU f'� n I 16-0-0 Over 2 Supportsgyp. R=652 W=3.5" � ¢ R=668 IJ=3.5" rn aPFOW PLT TYP. Wave TPI -95\R Design Criteria: TPI STO PLT CA/ -/1 - - F Scale =. Ft- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND 10 INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE W. F TC LL 1 6. 0 PSF REF F R 4 2 7-- 8 3 6 5 1 O O BRACING. REFER 1118.91 (HANDLING INSTITUTE. SB3 D'OIIOFfl 10 OR., SUITE 200, MADISON. NI 57119), FOR SAFETY PRA[TICES PR100. 70 FUNCTTOMS. OTHERHISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Ofyfl y T C D L 1 0.0 PSF DATE 0 2 / 0 7 / 0 1 GV PERFORMING THESE UIILESS STRUC7URAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �• '•IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED m B C DL 7 . 0 PSF D R W CAUSR427 01038012 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOA ANT DEVIATION FROM THIS DESIGN; ANT FAILURE TO BUILD THE TRUSSES IM COxfOIt ANCE NITN TP 1; 0R FABRICATING, HANDLIHG, SNIPPING, IRSTALl1NG AR N C: 0 B C L L 0 . 0 PSF C A -ENG L V T / G W H _ BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN T 0 T . L D . 33.0 PSF S E 0 N - 54957 SPECIFTCATIOH PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE e b 7 2001 * Fi-. 7ALPINE CONNECTORS ARE HADE OF 20GA ASTM A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER } D U R . FAC . 1.25 FROM GA DRANI NGS 160 A - I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OF THIS tj', CI VII- P 9r coed oduct Alpine En CCTCd Products, Inc. P RESPOHSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE COMPO NEIII FOA ANY PARTICULAR BUILDING IS TRE RESPONSIBILITY OF TIIE BUILDIUG DESIGNER, PER -C OF ("`ALIF SPACING 24. 0 " $Engi A ANSI/TPI I- 1995 SECTION 2. tcl C C� --q 9 b O 50 V This safety alert symbol is used to attract your attention) PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES His the responsibility of the installer(builder, building contractorr, licensed contractor. erectoror erection contractor) to properlvreceive unload store handle install and brace metal plate connected wood trusses to protect life and property_ The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractoris advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition AvJwre failure to follow instructions or heed warn- ing will most likely result in serious personal inl.iry or death or damage to structures. AYJARNING: A WARNING describes a condition where failure tofollow instructions could result in severe personal injury or damage to structures. TRUSS`PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry out must, due to the nature of responsibilities involved, bei _ presented as E Guide for the use of a qualified building designer or installer. Thus, the Truss Plate. nstitute, Inc. expressly disclaims any responsibility for damages ' arising from IhB use, application or reliance on the recommendations and _ information co it3ined herein by building designers, installers, and others. Copyright © by Truss Pae Institute, Inc. All rights reserved. This document or any part thereof must int be reproduced in any form without written permission of the - publisher. PrIeLd in the United States of America. C4UTION: All temporary bracing should be no less ttan 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All :cusses assumed 2' on -center or less. All multi -ply ttusses should be connected together in accor- diance with design drawings prior to installation. ;TRUSS STORAGE' CAUTION: Trusses sho j A not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. r ,; ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral11A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. JAWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- properly braced. Do not break bands until bundles moval to avoid shiftin of individual trusses. are placed in a stable horizontal position. JA WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flal„ bands. Do not use damaged trusses. is extremely dangerous and should be strict�y P •i .> rohibited. Frame 1 a DF - Douglas Fir -Larch SP - Southern Pine o• HF - Herr -Fir SPF - Spruce -Pine -Fir Q0� ryo• ,yp� eS�Q Al Diagonal brace alsa required on end verticals. Tor chords that a re late ra'lybraced canbuckia D/50 D(ft) togptherandcausecallap..seifPhereisnodiago- 1/4" 1' 1 t TOP:CHORD 2' I TOP CHORD? DIAGONALIBRACE i:' MINIMUM ii LATERAL BRACE SPACING (DBS) SPAN M046 1 SPACING(LBg) [# trusses] 6' M 1-3/4" 7' 96" 2" I. . ^SP DF SPF/HF:! U to 24' 3112 8' 17 12 Over 24' - 42' 3/12 1 7' 10 6 Over 42' - 54' 3/12 1 6' 6 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine o• HF - Herr -Fir SPF - Spruce -Pine -Fir Q0� ryo• ,yp� eS�Q Al Diagonal brace alsa required on end verticals. Tor chords that a re late ra'lybraced canbuckia D/50 D(ft) togptherandcausecallap..seifPhereisnodiago- 1/4" 1' nal bracing. Diagonal bracingshould be nailed I:; 2' to tae underside of the top chord when purlins 3/4" Or des$ are attached to the topsidecd the top chord. 1" 4' 12 -�3or e greater s/ � s• A'I lateral braces lapped at least 2 tresses. Continuous Top Chord Lateral Brace —� Required � I ' 10' or Greater =45° j Attachment , Required 0 PLUMB MI Truss Depth D(in) i ri WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A D(In) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8, 108" 2" 9' I T ±'/i 1 ±+T L(in) Length L(in) Lesser of L/200 or 2" BO1W L(in) Lesser of L/2W or 2" I Lesser of /- D/50 or Z' Maximumplumb Misplacement Line L(in) U200 L(ft) 50" 1 4" 4.2' 100" 1/2' 8.3' 150" 3/4" 12.5' L(In) 'I U200'L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 1'25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. - s Frame 6 7 ! WARNING: Do not attach cables, chains, or WARN VG: Do no. V. singletrL.sses Mth spans A hooks 0 the web member a. A greate-than 31:' bythe peak. / so,� / ti MECHANICAL � ysw � I INSTALLATION'.:', /or less or less.:,:.,.:.:.::.::.::::.:..:..:.,,:.,:.,::.:,::.,:.,•...... Tag approximately Approiiiirntely., Tag - Line =truss leocth '/=truss ien£th. Line - T"s span:- less than 30' - Spreader Bar Toe in Spreader Bar ToeIn—� A3plwximately to i'zlriss length Lss'han c+r equal to 6l Apprnxiinately '/.10.V3 truss lengii Use ttan; o* equal to fC 'toe lh �I Tag Line Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. 0 S*ongbac�e -c 3readerEzr o i_ Appro•Kimatetr r 713 to 3/4 truss le M'h Greaterthan Y)' Tag Line StrongoaclJ' Spreace-3a. At or abcwe mid-he.igr-t E '~ r ✓� �� 19 Appr•xima-cd_I 36 to 3/� tuss L 1mth Tag Tag Line Lite Greaterthar_ 3C CAUTI®N: Temporzryi Lrading shown in this summary sheet is adegmte for the instailatim of trusses -wv.th similar- zcniigurations. Consult a registered prcdessionel engineer if a difie!reni bracing arrangemert is desired. The engineer may design boacing n ac-ordance with TFTs Racorhnfended Design Specification for Temporary Bracing of Metal! Pfa-e Connected Wcod T.-usses, DSO -89, arc. in some cases determine that a wider spacing is possible. TypicalverTcal. attachna4t Ty Tical hari_o dal :ie umber MAP rnLIMple wbtes (H. Frame 2 - DF - Douglas Fir -Larch SP - Southern Pine HF - Hem-FIr SPF - Spruce -Pine -Fir QOc The erd diagonal trace for naotilerered trusses must be placed on vertical webs ii lime with the >upport. 2x4/2x6 PARALLE Continuous CHCRC TRUSS TOP CHORD ' Lateral Bracy 7OPCHORD: pIAGONAL BRACE MINIMUM LATERAL BRACE SPACING DB SPgN _ DEPTH SPACINGNBs) #trusses.:., nal bracing. Diagonal .gracing should be nailed S:P/DF SPF/H F' Up to 32' 30" 8' 16 10 Over 32' - 48' 1 42" 6' 6 4 Over 48' - 60' 48" 1 5' 4 1 2 Over 63' 11 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem-FIr SPF - Spruce -Pine -Fir QOc The erd diagonal trace for naotilerered trusses must be placed on vertical webs ii lime with the >upport. 2x4/2x6 PARALLE Continuous CHCRC TRUSS Top Chord Lateral Bracy Required Top chords that are laterally braced can buckle togetherand cause eogapse if there is no diago- 10' nal bracing. Diagonal .gracing should be nailed to the underside of the top chord wher purlins are attached to the topside of the top chord. Attachmer Required 10 20'(DB� SPF�N( 2 o•c. All lateral ' braces lapped at least two / trusses. _ —450 End diagonals are- ssential for stability and must be du--p-1-fewan both ends of the truss systera`��_ WARNING: Failure to follow these recommendalons could result in severe personal injury or damage to trusses or buildings. E ::edsto etarela t rally xacedranbuckle ause �lrspse 7there Is nodiago- iagonal tracing shouldbenailed ide of -,he -op chord when purlins the :upside d the top chord. 15 lVo 0 - All lateral braces lapped at least two =450 End diagonals are a tial for stability and must be des on both ends of the truss system. Frame 5 30" or greater ��ess 5,t Continuous Top Chord —� Lateral Brace Required T 10° or Greater Attachment Required - Trusses must have lu,•n- ber oriented in the hori- zontal direction b use this brace spacing. D 12 Q A;� 4 or greater N X A-� % ��,i''���-fig SP - Southern Pine HF -'Hem -Fir SPF - Spruce -Pine -Fir Co -itisuoLs Top Chord .. CHORDO TOP . ........ DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBS SPAN 1N.PITCH Re ju red PACIN 3S . .. trusses trusses. I Ug) to 32' 4/12 81 20 is Over 32'- 48' 1 4/12 6' 10 7 Over 48' - 60' 1 4/12 5' A 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. A e braces Greater t 11 lateral ra S lapped at least 2 trusses_ 10' or Greater Attachment Required _6 V 01 xes \>1 Top chorcib thats3re laterdly braced can buckle CS togeth mra.md camse collapse Ifthers Is no diago- nalbr=ing. Di. -1ganal bracing shculd be nailed tD the encbrsid n of the tcp chord when purlins are att3cl-ed to4he topside of the top chord. AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A 12 DF - Dc-uglas Fir -Larch SP - Southern Pine HF -'Hem -Fir SPF - Spruce -Pine -Fir Co -itisuoLs Top Chord Latwd Brace All lateral braces Re ju red lapped at least 2 trusses. 1C or Greater ktahm:nt Faqaired �j C, Topchords that are laterally braced can buckle ;p togetherand causecollapse ifthere isno diag . 1� 1Jp nal bracing. Diagonal bracing should be na led or fess to the underside of the top chord when purins z— —45o are attached to the topside of the top chor-J. SCISSORS Frame 3 12 -� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WE3 MEMBER,; PLANE' Over 32 -48 4/12 1 15' 1 10 1 7 Over 48' - 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces 1 lapped at least 2 trusses. \ L1y o L1y i WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. I AP�C)yEl) Butte County Environmental Health Date Si I LLL opt. slab/crawl space optional Deck Living/ Dining Rm 20-5 x 16-4 open to above 1' Kitr`�.., _ c � 11-5 x a - MBr 1 11-8 � 12-8 x 9-5 No.84058 @-- First Floor To order your open to MOW DN I IIIVI\VIIIII//IVIII )4\ a IIU/IVIIIIIIVI\\III Br 2 Br 3 10-7 x 9-1 L- 10-7 x 9-1 Second Floor 4 zo N Enviroremental Health AU 17 2090 Chico, California Well Planned Saltbox has Rustic Charm S This plan features: — Three bedrooms — Two full baths S Efficient use of living space creating a spacious feeling S A Living/Dining area occupying more than half of the lower level IS A central chimney housing a built-in fireplace M An optional deck S No materials list available for this plan FIRST FLOOR — 779 SQ. FT. SKOND FLOOR — 519 sQ. FT. 7'UTAL LIVINGAREA: 1,298 so. I T. Blueprints, call 1 -800-235-5700 SKETCH HOW TO LOCATE PROPERTY k LEO IV e, Z4-0' -T- . (V;e" A -t-" -A I J.— \00 .4 t 'IV L; L J J, Li C, 1 t -J, L 7— 7- T', .4- —4— L 7 7 T -T T -2 J.- cry'., J. 7 (Within 200 feet of well site show) a. Property lines, existing and propo uildings. b. Sewage disposal systems. sewer lines, ny other works carrying or containing Sewage. C. Al ritermiltent, oerennial, natural or artificial bodies ter or water courses. d. Other er wells e. The approximate drainage pattern and areas subject to floodin f. North Direction ­ . I/ :: zo 200'. Steel T �N ABY 180' 160' Pouc DO S' �m 410 (-A FKT 140". L ., - \In 4- T� 12W-- - 4 J 7 100, j��F 72 12 80, F. 7. APPROVED 60' Bute County Environmental Health --CTO Date 40' Signature 20' C I/ 20' 40' 60' 80' 100, 120' 140' 160' t 19 CHICO ENV. HEALTH EHS 56 ep Well Fre Prevention Subdivision Ma Front C ❑ APPROVED ® CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL J O Side street PERMIT CLEARANCE Permit #: i r "� Yl g Date: v Height -----------. Genera/Information - AP#: Owners Name:C� I� Z�, (,�J }� ` i'� � ' Parcel Acreage: Owners Address: , Building Site Address: Prover Information Permit Tvoe: , ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Septic ❑ Well ❑ Other Zone District: -F P,-- ---2- — Date of Zoning Ordinance: /--'1 General Plan: Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ® No i❑ Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area it No ❑ Yes Specific Plan JM No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone ® No ❑ Yes, check use Floodplain S No El Yes Zone: �_ Panel Number: O Cr� Watershed Protection Zone No F-1 Yes - Proposed Use Complies With: tN General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Other ❑ Other Zoning Code Street & Hiahways Fre Prevention Subdivision Ma Front C Side J O Side street Rear v Height -----------. Environmental Health Issues: I r 1- 3/ w s i Septic Permit Review: Agriculture Affidavit Required ❑ No [I Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by: Deeds Date of Creation: Legal Access Provided: ❑ No Yes Deed Reference: i 9 19 0 419 $ Legal Access Required: E] N0 Yes Parcel Frontage on Publicly Maintained Road: ❑ No 19Yes, Road Name: CENTEIt..y1 SLK YE rD Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Map Date of Recording: Lot: Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: 'Ala.LN3Wd013A30 GNYI UI IS 30111Nf100 000a s t end a3A13M School District A.P. Number t Property Owner Property Location/Address Subdivision Residential Development Commercial/Industrial t BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM '(One form per Building) 'y 5 -?-Jurisdiction: - Cit) No of Living Mobile Home Units Installation Building Department Representative New Addition Building Department No. County Lot No. ................................................................................................. Sq. Footage. ../- AdditioN 'Supplemental toJ (Group R) Conversion Permit # '(No foundation inspection) ' .................................................................................................................... (Floor Plans reviewed by School District District Identification No. o 1 School District certifies that Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) . 1/1810v G v�c- -Z,�cI-i oz -1- = 13 y3 -/3 d (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with,the requirements of Resolution No. representing. / ,/& 5"" square feet. School District Representative Paid by Check # AA -�.l Remarks: % 1 %• 00 by payment of $ 3, CO AB 2926 S' FULL MITIGATION $ . /1.;2 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance. with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) IfeeformAs (10/98)dmm ♦ r � I 1 _ A. us NLY '.Plot Plan Attached V (S Floor Plan A he Sent to B.O. - 5/Z3/0 f � ' TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance _ 57 wOwner Location AP#, Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for ��• Other w/ d�<< F<<ryr n�aw� �uc.� �o-Y+. psr Ho final. for s Final: clearance O.K for - 4AoV ` =30WAS : NOTE: 12, -7 00 -------------- Environmental .Health Specialist '�3iU Date J ' f SB/gl/septic/hubercentervilie I 1 _ 7