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042-670-002
042-670-002 'PERMIT#98-1496 MENKE, Bill f 2150 Bidwell Ave,:, Chico Cont: Paul-Leete'Homes In�/�j/��J New Single Family / i '042-670-002 PERMIT#98-1497 c MENKE,-. Bill F. n Q 1OVA 2150 Bidwell Ave:., Chico Cont:Paul Leete'--Homes. In] /� I- ll� New Pri D6t Shop rjI"( l ;� I O =-NofOK = Not le =Not Rea MOBILE HOMES',..'.,...'_-" Ready MI ELLAN . . Date MOBILE HOME U1ILITIES (Plans) OK except #'s' Date DEC S, CAR RTS GARAGES s OK excet'#'s 1: -Zoning Requirements =Setbacks -Easements ; . '., equirements-Setba - .2.'Soils, Special MHSupport Sketch Footings; Soils-Srze-0ep"pacing-Connecti ors -Steel ' �- 3: Sewer, Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Jo stsDecki6g-BiacingStairs-Rails ` 4. Water Location-Iml-Easement_ Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Cavmctors • .. 5.. Electricity; Locab6n-,Clearances-Gmd-/• /Amp -Concrete i Shthg.-Rfg.-Bracing..'- 8. Gas; Location TestaNrep; / /i'ft ^, t I 5.Alum. Awn.; Column s�onnecoms-Splice-Decal-Encbsures ttL /Nat..or/_ /'L'fL/'..ILPG �- 6. Carpons:Windows-Doors- 7:_, W ill,Clearance 8 Disconnect _' T Elec ' 8 -Utility'ClearanceAe • sS -TV&s n ' ; Na1li VeneerStucco-Mesh Date . Card B-1 Date '-. > . ' .' Card B-1 A. Ext ; Doorslardings Date Card B-1 . - c Date > - ' � Card B-1 it. aced Wall,Panels -. Date MOBILE HOME INSTALLATION (Plans) OK except #'s • y 1. Zoning Requirements- Setbacks Easements Datee- Card B-1 Date -�jq Card B- k 2. Footings; Siza-S arria Line - Pacirtg-M 9e Date Card B-1 Date Card B-1 o 3: `Gas; MH Teat-Demanda/ahe-Connector-' •.'' Date- POOLS (Plans) OK except #'a 4. ' Electricity; MH Test-Crossoyers-Breakers=Clearances 1: Setbacks Easements 5. Drain; MH Test -Fall -Flex Connector 2.Soils; Compaction -Structure Stability: fj 6. Water, MH Test -Regulator -Connector. ', 3:. Pod Structure; Steel-Connections-Thickriess . 7. Water and Sewer Connected -C/O to Grade -HD Approval Dead Men lining _ 8. Gas and Electricity:Tagge&., 4. Elec.; Receptacles and Lighting; Distance GF1 .' 9. Tie Downs -Type -Installation Cert. 5. Elec.; Pod Lighting; 15 Volts -GR . . " 10. Exits; Insp,Sketch 6. Elec.; Enclosures; Conduit Entries-Temiinals-Listed 11. Cert of Occupancy: .. -H 7.- Elec.; Bonding; Metal w/5 -Circulating q P� . E ui eater 12. Perrnanerd Foundation Only: License Decal 8.. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. -, Boxes-Enclosures-Panelboards4ns. to Main in Conduit Date Card B-1 Date, . Card B-1 9: Health Department Approval Date Card B-1 Date' Card B-1 10:, Plumb.; Cir. Test -Water Supply Test 11. Light Niche, -.,. Date Card B-1 Date Card B-1' Date • . Card B-1;: tate ..Card B=1 ✓ = OK O = Not OK - = Not Applicable . = Not Ready Date . _ _ VNDERFL09R (Plens).OK RESIDENTIAL (Single• & Duplex) - Card B-1 Date Card B-1 Main; Soili,-15W. Gmd /,„ .t Ftg. Depth y / 3. Fig. % Soils-Steel-Elec. Gmd/. ' / Ftg. Depth 35. . Ftg. Porches &Decks; SoilsSteel-/ /'Fig. Depth Vent Fan, Exhaust above insulation :S. SternWalls, Main; Steel-Blockouts-Wrapped Condensate Drain & Overflow, Size & Grade 6. Stemwalls,.Garage; Stael-Blockou5 Attic Access & Platform if Furnace in Attic 6a. Hold Downs and Sp"I ors 53. 7. Slab, Steel-Wrapped.ja Stairs; Width-Headroom-Rise-Run4.bnding-Fire Protection 8. P piece Ftg_St®al� 56. . D.W.V.; Fall -Fitting -Test -2 Way C/O. Sewer Test ' Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 10. UF Gas -Pipe; Size Anchors - Yard Gas Piping;.Size Test 59. 11. Water Pipe; Test -Anchors -Regulator -Service Test 61. 12. Electric Underground 77. 13. Pienums & Ducts; Clearance -Mate (Support -Ins. 78. 14. Girders -Sills -Anchor Bolts-JoistsVents-Crippies Insulation -Foam -Looked in Attic 15. Access & Ventilation 81. 16. Insulation Following Instld./Drive 0 Yes 0 NoAValks 0 Yes 0 No/Planters 0 Yes 0 No Date Card B-1 Date Card B-1 Date Card.B-1 Date;-,..- .. Card B-1 'Date PLUMBING. (Permit) OK except #'s ' 17. -Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. -D.W.V.;'Test Fittings & Anchor -Nail Protection. 20. Shower: Pan; Test, First Floor -Tub Access. 21. -Test Tub & Shower-Secortd Floor -Tub Access 22.. Gas Pipe; Sixe & Anchors Date Card B-1 •: ., .. Date. , Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24.' Elec. Receptacles Spacing -Lights & Switches at Doors i 25: Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27: Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28.-2 Appliance Circuts in Kitchen & Conductor Size GFI .29: -Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size 30. -Range Circ. / , / ga Cu or AI -Oven Circ. / . ;. "% ga Cu or AI - Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Ught 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL -(Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 53. Ext Doors -One -S -Check Garage 3rd Story, ? Exits' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date . FRAMING (Plans) OK except #'s 40. Sits Proper Mateiials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. - Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 83. Stucco Brown -Finish Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. • Cling. Joist-Rftr. Ties-Purlin-roll Brac.-Truss-Shti6g:-Rfng. _ 48. Fireplace Ties of Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing ' 52. Property Line Firewall & Openings 53. Ext Doors -One -S -Check Garage 3rd Story, ? Exits' 54. Stairs; Width-Headroom-Rise-Run4.bnding-Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. ,Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62-Anfiltration-Walls-Windows • ; > 83. Stucco Brown -Finish Date Card B-1 Date Card B-1 j Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door &.Sidelight Protection -Landings 64. Smoke Detector 1 65. Furnace; Vents -Clearance -Comb Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes &'Labels. .! 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit Fat. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter \ 74. Garage Fire Door; Svdn-Landin -Closure - 75.' A.C. Duct in Garage -Damper - 76. - Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Flw-Meth. Protection 77. Pib., Elec. & Mech. Equip. Listed for Location _ 78. Elec..Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes t 82. Following Instld./Drive 0 Yes 0 NoAValks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, PIbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91, Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION _ dEPARTMENT OF DEVELOPMENT SERVICES " 411 Mairi Street •Chico; CA a (530) 891,-2751 F 7 County Center Drive. Oroyille,'CA 4 (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. . A routine inspection indicates that the following violations of butte county Ordinances exist atthe t 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.addifional explanation, please contact this office-immediately. 12 12 µ. F ate. iAu as Date REV i�> r �7 COUNTY OF BUTTE BUILDING DIVISION s DEPARTMENT OF DEVELOPMENT SERVICES r 411 Main Street • Chico, CA • (530)-89172751 + " 7 County Center Drive -0 roville, CA (530) 538-7541 CORRECTION NOTICE OWER' PERMIT fJf0: A.routine inspection indicates that'the following violations of butte county Ordinances'ezist at the ,,above address and should be corrected. Please notice this office when correction:,of;work-is..,,; completed. If yo ve any questions pertaining to this matter, or need additional explanation', - please contac is office immediately. /� 7.6 Date Inspector REV 10/92 11 i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVI 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7 ^PFERMIT NO. (Rev. 12/96) MP. LICA ION AND PEA"dMI ASSESSOR PARCEL NUMBER 42-67-02 zxtol BtXfDINGPERMIT OWNER BILL MENKE lr'�!t778 SQ. FT. OCC. BUILDING VALU N 720 U 12960.00 . OWNERS MAILING ADDRESS 1074 EAST AVR SUITE B-1 (21licn CO CTOR'S NAM TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $12c) 0.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee UO $ ' ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 93-60 BUILDING ADDF 150 BIDWELL AVE L Energy Plan Checking Fee $ CHICO CA 95926 PERMIT FEE LOT NO. SUBDIVISIONS NAME PAR L PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTP.UCTURE SF P Duplex ❑ Mobilehome ❑ Other SHOP SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New Xl Addition ❑ Remodel ❑ Utililies ❑ Installation ❑ Other ❑ Describe Work: `' — a- Qi Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 R LE 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. License Class �- / Lic. No. �S-f�p� OWN WILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST, pWgy,INO OCCUP. OR ADDNS. ( a ACC. BODS. SO 3.50FT. 25 NON RESID. MULTI -OUTLET 11 11. 97,50 PowER APPARATUS 8 SWOLE OITr. CIR. Ex. Occup. OUTLET OR FUTURES 20 @ 1.00 SAL @ .50 FUCE0 APPLNs. OR Ex. Occup. ourUETS RESIO. E0. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring Sub pane 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation Insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a Xvaluation of ceone hundred dollars ($100) or less.) I rtify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth w' prows s. Date '%• Signature of Applicant - wner &QQtractor ❑ Agent An OSHA permit is required for excava ns over '0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ c coNST. rrPE TOTAL E $ 325.80 HAz. r D. PEES IMP �- -- 1 PARCEL- RCEL PO HD U This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By _ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. DateC ' 'Q 1 I At.) Receipt No. , •6 - WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GO L D E N R 0 -APPLICANT COUNTY OF BUTTE-, DEPARTMENT•OF-DEVELOPMENT SERVICES BUILDING DIVISION } 7. County Ceriter.Drive.. • Oroville, California % 95965,,- Telephone (530). 538-7541 PERfvIIT`N+ (ReV 12/96), • 'APPLICAT.ION AND PERMIT,. ' _ ASSESSOR PApCCL NUMa01ZONING ` ' ^ BUILDING PERMIT,;: OWNER' TELEPHONE SO. FT..- _ OCC. BUILDING VALUATION `P� L). .01,? 06 .OWNER'S MAILING ADDRESS - y -- .mss•/ .S"-�,-'; a, z J _ -CONT//RACTOR'S NAME / - 'TEL.EPPHONE _ CONTRACTORS MALJNG ADDRESS- - /Gi 'i y ' L ? �� 'oidJ/'G' -7, C••LiGCJ J.`�-�.. ' . . CONSTRUCTION LENDER 7 Fireplace - LENDER'S MNUNG ADDRESS, - - �'C.. Total Valuation.-. S ^Z ARCHRECT OR ENGINEER _ �'>rG.-c UCENSE NO. - Filing Fee S. 20.00 Permit Fee s/ . O - ARCHRECT OR ENGINEERS MALM ADDRESS - - i o .oma✓ •co v •�' �J.r'S1 Plan Checkin Fee $A Q BUILDINGADORESa - ���C'�U , ' �, c�w�--s� o'er✓�.^ - .. ,; Energy Plan Checking Fee $ - - PERMIT FEE = 5�• t� .. LAT NO.. -- - _ SUBDIVISION'S NAME - - PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Tr 7.00 USEOFSTRUCTURE. SF -A Duplex ❑ Mobilehome gOther aped Solar or heat pump water heater 123.00 Waterpiping15.00 Each gas water heater or vent. 15.00 TYPE OF WORK New L4sAddition •❑ Remodel ❑- Utilitles 13Installation ❑'. Other 13 Describe Work: J kl� ' 30 kZ-q Gas piping system 1 - 5 outlets' 15.00 Building sewer 15.00 Mobile Home S G. W . Q?20.00 PERMIT FEE : - - ELECTRICAL PERMIT Filing Fee 20.00 EOOV OR lfa8 Main Service =OR LEes. 23.00 - LICENSED CONTRACTOR'S, I.hereby affirm under penalty of'perjury that'I am licensed under provisions of Chapter 9 (commencing -with Section 7000) of Division 3 of the Business and Professions Code, and my license. is in full force and effect License Class Lic. No. - OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License L•sw 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. O I,'as owner of the property, am exclusively contracting with'li ensed contractors to construct the project ❑ . I am' exempt under Sec". '. Business and Professions Code for this reason: WORKERS' COMPENSATION DECLARATION I'hereby affirm under -penalty of perjury one of the following declarations: ❑ Ihave 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 Sectlon 3700 of the Labor Code,for the performance of work forwhich this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier : Policy Number- (The above sections need not be completed if the permit is for work of :A valuation '.of one hundred dollars (E100) or less) ❑. I certify that in the performance of the work forwhk h this permit is issued, I shall ;not employ any person In any manner so es to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation :prIovisions..of.section 3700 of the Labor Code, I shell forthwith comply with those provisions. X l Date Signature of Appllcant'-'❑-Owner '❑ Contractor: O Agent An OSHA permit Is required .for excavations over,50" deep and demolition or construction of structures over 3,stories.in height - - Main Service i00A To IOOOA 46.00 nc. NEW CONS . - DwELLWG OCCUP. 3.5¢f7. 2-!T LTJ' a + ' eLns. NEW COOR NON-R61D. MULTFOUTI Er (87.50 �+T� -- + S?1GLE OImET CIF - so o 1.00 Ex.' Occu . OUTLET OR PoRUR- 6AL so MC APPLNS. oR 5:00 - Ex. Occup. ourLFrs EsID. EA Temporary Service 23.00 } Mobile Home Facilities 20.00 Misc. Wiring 23.00 j PERMIT FEE _ MECHANICAL PERMIT Ming Fee 20.00 ' Heating.i Cooling Hood 6.50 Ventilation it PERMIT FEE S t Mobile Home Installation Fee $ ; Energy Inspection Fee $ c TOTAL FEE ;3 r.F-E HIMP PLooO -CDf pMCEL PD HD ssUE This permit is hereby issued under the applicable provisions I of the Butte County Code end/or Resolutions to do work i indicated above for which fees have been paid. BY Data _ 1 PERMIT EXPIRES ON perp Receipt No. ' ' 'M wHITE.O.O.S.•B.O. CANARY -ASSESSOR. . PINK INSPECTOR :, GOLDENAOO-APPLICANT COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SWRVICES - BUILDING DIVISION 7 COUN'T'Y CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -,TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: WM_a/y%k_L ASSESSOR PARCEL NUMBER: 4 vv� - Co -)' b Z Proposed Building Use: e&veM sA p Building Inspector: (i .Qiti .Date: -i -2 - M At time ormit applic 'on, was. ad ed the tollowing data must be submitted prior to permit processing and/or issuance: Date Received By Alliiems have been submitted.------------------------------------------------------------------------------------ ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ E16. ----------------- ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9.,2dianufactured Home data and installation instructions including Tie Down Specifications .------------ ----- 210. Fees of $ -----� G�-------- - ------ ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 2!.Flood alifornia Department of Forestry plan approval/fees. --------------------------------------------------------- elevation certificate. ---------A-6 = L --- Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: ------------------ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. -----------------------------------------;----------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- El 26. Tetter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- (Date) ❑29. 0433 A; ❑ ant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 30.Other: E&J— ---- V( When you issue the permit, process as follows ❑ Mail to owner, ail to contractor. Y ❑ Telephone and hold for pickup at G7� G`� office. ❑ Delixer-wi inspector. —app Date: % 9 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ O ate: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data byt)vhone, ❑ 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, was advised of the above requited data by o phone, ❑ mail, ❑ Building D'vision counter, by Date: Plans reviewed by: Date: Plans approved by: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. r O.M.B. NO. 3067-0077 ELEVATION CERTIFICATE Expires May 31, 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate.does not provide a waiver of the°flood.insurance purchase requirement. This form is used'only to'' provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for- a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION I FOR INSURANCE COMPANY USE BUILDING O,W�N�R'S NAME/ POLICY NUMBER STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX•NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers, etc.) CITY i r.at,STATE ZIP CODE_ -s-'SECTION, B, FLOOD INSURANCE. RATE MAP (FIRM) INFORMATION'..: Provide,the following from. the proper FIRM (See Instructions): , 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE •r6. BASE FLOOD, ELEVATION 11,(o .- , �/2cx� t (in AO Zones, use depth) - t�. JroS •• uv�� 8, /9q� , . 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVD'29' (Other (describe on back) �. 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE forthis building site, indicate the community's .BFE: I l I I I I .0 feet NGVD (or other FIRM datum–see Section B, item 7) SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram numberfrom the diagrams found on Pages 5 and 6 that best describes the subject building's reference level . 2(a)..FIRM Zones A1 -A30, •AE -,,AH; and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of! 1 11101 .Q feet NGVD (or other FIRM datum–see Section B, item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference.level from the selected diagram, is at an elevation of I I •U feet NGVD (or other FIRM datum–see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is L_LIJ.I� feet above or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is t'eet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's If management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above. reference level elevations: ❑ NGVD '29 J .Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring,the elevations is different than that used on the FIRM (see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes No (See Instructions on Page 4) 5. The reference level elevation is based on: ❑actual construction construction drawings (NOTE: Use of construction drawings is only valid if the building oes not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to. the building is: 4013i J4.feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION T. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: LLL 1_L_ .LJ feet NGVD (or other FIRM datum–see Section. 6, Item 7). 2. Date of the start of construction or substantial improvement —__--_ FEMA Form 81-31, MAY 93 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E• CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a.'property owner, or•an owner's representative may also sign the certification. ,w Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is,unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. / certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. / understand that any false statement may be punishable by tine or imprisonment under 18 U.S. Code,.Section 1001. CERTIFIER'S NAME{ LICENSE NUMBER (or Affix Seal) ° TITLE COMPANY NAME Ai ADDRESS CITY ZIP �W 49a441 A7fck) Cl* M Ke hould be made o is Certificate for: 1) community official, 2) Insurance agenUcompany; and 3) building owner.' ON 7-: WITH UN NILt J, SLAB BASEMENT PIERS, OR COLUMNS A V A A V -- ZONES ZONES ZONES ZONES ZONES REFERENCE REFERENCE LEVEL -BASE FLOOD LEVEL REFERENCE LEVEL ELEVATION 1 BASE BASE, FLOOD ELEVATION REFERENCE ' "D� �CE ADJACENT ;. GRADE _ REFERENCE LEVEL FLOOD ELEVATION ADJACENT LEVEL GRADE sw - ADJACENT:,.. GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member.` Page 2 •?..ti•. �, . �I� _ t - _ I.r.. - r - .iii _ Ir V=OK r = Not Applicable NotReady :MOBILE HOMES` i - Y - - • �.- - MISCELLANEOUS -'� Date 'MOBILE HOME UTILITIES (Plans) OK except#'s , Date DECKS, COVERS, CARPORTS,.GARAGES (Plans)_ OK except #'a - 1. Z.oiiing'Requiremertts -*Setbacks -, Easements 1. Zoning RequirementsSetbacks-Easements`: _.2: Soils;'Special MH Support Sketch. _ 2. Footings; Sails-Size.DepthSpacing-Connectors-Steel ., ' 3:'•Sewer Location -Test -Fall -C/O -Concrete:. -. ..-,' , . 3. Decks; Girders and/or•Joists-Decking-Bracing-Stairs-Rails 4. Water; Location -Test -Easement Needed (Sketch) ' - 4. Wood Awn,; Posts-Beams-Rftrs.-Connectors.:. • . F - - 5. Electricity; Location-Clearances-Gmd-/ ../A(n e� Shthg -ft.-Bracing...'. 6. Gas:1_6c_ation:%st-Wrap; / Mft i : 5. Alum. Awn.;Columns-Connec6o, sSplice-Deca{-Enclosure's_ /. `/Nat: or/ • / L'ft/' /LPG fi. Carports; Windows -Doors 7 -Well Clearance &'Disconnect 7. Electric . t 8. Utility Clearance . 8. Fmrp ; Sils-AnchorsStuds Rftrs Trusses. 9. Siding; Nailing-Veneer-Stucco-Meah 10. Roof; ShCig-Roofing Date Card B-1 Date) _,' Card B-1 11: EA; Steps) D -Landings Date Card B-1 Date, .Card B-1 12. Braced Wafl,Panels Date MOBILE HOME INSTALLATION (Plans)'OK except #'s • .F ', 1. -Zoning Requirements -Setbacks Easements,, Date Card B-1 Date Card B-1 2. Footings; Size�Spadng-Marriage Line _ Date Card B -t Date '' Card B-1 3. -.,Gas; MH Test- a nd-/al%e-Connector ,' Date POOLS (Plans) OK except #'s 4: Electricity; MH Test-Croswvere-Breakers=Clearances, 1s• Setbacks -Easements 5. Deain;'MH Test-Fall-Flex.Confmtor `, 2. Soils; CompactionStructure Stability' 6. Water; MH Test-Regutafor-Connector - 3. Pool Structure; Steel Connections -Thickness.' 7. Water and Sewer Connected -C/O to Grade HD Approval Dead Men -Lining°' . 8. Gas and Electricity.Tagged .. 4. Elec.; Receptacles and Lighting, Distance dl` 9. Tie Downs -Type -Installation Cert. 5. Elec.; Pod Lighting; 15 Volts-GFI 10. Exits; Insp.-Sketch 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed ' 11. Cert of Occupancy '7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 12. Permanent Foundation Only: License Decal' 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pod Lghte. - Boxes-Endosures-Panelboarda_-Ins. to Main in Conduit Date Card B-1 Date Card B-1 -9. Health Department Approval Date Card B-1 ' ' • Date Card B-1 10. Plumb.; Cin iestWater Supply Test .. , •• 11. Llght.Nk�e -•- - - , Date Card B-1 • .: Date .,Card B_1... Date 'Card B-1 -. Date ;^ . Card B-1 - •.'. t ' ✓ =OK ' O = Not OK RESIDENTIAL (Single & Duplex) = Not Applicable = Not Ready Date ND OR (Plans) OK except *s (/&�'/7 ) I Date _ AMII gSetbacks-Easments-FloodSlope Ze-Ftg., Main; Soils-Elec. Gmd.-/" ' P' Ftg. Depth e th 4.; Ftg. ches & Decks; SoilsSteel-/ P Ftg. Depth to IIs, Main; Steel-Blockouts-Wrapped 6 s, Garage; Steel-Blockouts-Wrapped )j owns and Special Anchors 8. P' fireplace Ftg.-Steel WV.; Fall Fitting -Test -2 Way CIO -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-RegulatorSerAce Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joistsa/ents-Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #s !ter ent- bustion Air Baffle Pipe; T or -Nail Protection_. W.V.; I ' s & r -Nail DA66iion Shower Pan; Test, First ,Floor -Tub Access - 21. Test b & Shower, -Second Floor -Tub Access Gas Pipe; Sae & Anchors . DateCard B-1 Date Card B-1 ' Date !) Card B-1 A0. Date - Card B-1 Date ELECTRICAL (Permit) OK except *s 23. F e & Transformer Clearance -Ins. Protection I eceptacles Spacing -Lights & Switches at Doors s . izejiloxes & No. of Conductors Stapled 2rr�omex Installed Close to Edge of Studs CJ 27.`Eggp. Ground w/M stners- Gas Appliance Circuts in Kitchen & Conductor Size GFI R�!Su Wire Size/ I / ga. Cu C. Wire Size/( / ga Cu or AI Range Circ. Jb7 / g� AI -Oven Circ. / / ga C6or Al Ins ted Neutral 0 Yes Q No Senrice-Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip 33. Clo s Closet Light -Shower Light -Spa Light aisetmoke Detector Date /Q- Card B- Date Card B-1 Date Q +` 'r Card B-1 ' Date Card B-1 Date C.tIANICAL (Permit) OK except #'s &.-A._QATucts Insulation & Support ant Fan, Exhaust above insulation o to Drain & Overflow, Size & Grade Poo-Fuma%e-Vent Access -Comb. Air -Return Air Vent 115 outlet c Access & Platform if Furnace in Attic Date :-/3 Card B-1 Date Card B-1 Date B-1 124,V Date Card B-1 Date f=it.AMING (Plans) OK except ft S' roper Materials & Anchors W tuds-Nailing Spacing & Braces -Plates -Sound ring Walls over Girders & Floor Nailing 0.001DroStop In Walls (rat proof) ^tops, Furred Ceilings -Stairs -Chasers -Tubs W. ders & Beams -Size & Bearing (Continued) :aps-Anchors-Connectors : Ties-Purlin roll Brac.-Truss�,Shting.-Rfng'. x Type A Flue Fireplac roat clearance o raft Stop -Ins. Baffles s or EAFF s -Sill Hgt & Dimensions V, -,Garage Fire Protection Framing Openings Doors -One 3' -Check Garage 3rd Story, 2 Exits un -Landing -Fire Protection AVIP on Roof Overhang -Attic Vents -Rafter -Outriggers /. 5 -Nailing Veneer J10 -2V tup;o Mesh-Ddp Screed -Fd. Vents-Underflc Access i / - (/ �7 /% /_JV Date /0.- ' and B-1 Date 2_ Card B-1 Dateand B-1 Date `b , Card B-1 Date ffNAL (Plans) OK except #' ,d, 4P 0' If /3 Fumace; Vents -Clearance -Comb, Air-Conector- In G ge; Above Flow -Ducts -Meth. Protection Exiting G. Bath Fixtures & Tub Access -Spa rim & Subpanel, Breaker Sizes & Labels Sta' 'Rails uepJ3ee' or Stove, Clearance -Hearth Outlets at Wood Panel, Int. & Ext. . & Appliance; Ground. -Air Gap -Cooking Clearance EI utiets & Receticales at Kit. Counter araae,Fve Dow: Swing-Landina-Closure ViiWtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In a'e; Above Floor -Meeh. Protection Ib. . & Mech. Equip. Listed for Location. {ec�R€ceptacles in Garage (G.FI.)-Rumex Protection nsulati n -Foam -Looked in Attic ua s & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Fol g Instid./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No PI -S row_n-Finish A. i D'sconnect, Electrical -Plumbing alirlVerdwil6Dye.Roof, Plbg-Appliancereplace-Clearance to Openings. a&-WStPrWelI, Disconnect, Electrical, Plumbing . xt ' lex Trim, G.F.I. Receptacle -Underground anti n Throught House la rotes' orr s from Previous Inspections a -Meters Tagged, Gas -Electric ater & onnected-C/O to Gra Appr 93 Compliance Certifica then s Da Card B-1 Date Card B-1 Da Card B- Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: GREGORY A, PEITZ ARCHITECT 1907 MANGROVE AVENUE, SUITE "E". CHICO, CA 95926. (916) 894-5719 7� (1�52 X Z r �;,,,, , be-' 0 "17 6 . JA ON J n .ado. iC 21283 dei__ 40_� ,,,y�v—vmt' '''�5r._.-...:.,�,o-qy.a�, -•+rte - ry COUNTY OF BUTTE ,' h BUILDING:DIVISION:-= DEPARTMENT OF DEVELOPMENT SERVICES 41.1: Main -Street,- Chico,.CA"• (530) 891 X2751 7 County .Center Drive •.Oroville, CA,!Y(530) 538 754:1 CORRECTION NOTICE' -: f OWNER' - PE A routine inspecti6n indicates that the following violations of butte county Ordinances E above address'.and should be corrected. Please notice this"office°when correction` Completed. if y'ou'have any questions:pertaining to'this-matter, or heed additional ex please contact' this office immediately. - _ v- v i zz /o 17 r� G . �/ ,LrD c ;s r Date nspector Inspector, - REV"10 2 REV 10 COUNTY -OF BUTTE j BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ` ' = 411 Main Street • Chico, CA •.(530) 891'2751 . ' 7. County Center Drive • Oroville, CA • (530) 538.7541 CORRECTION NOTICE 9�-ids We.;a k 4e OWNER' PERMIT NO. s,. A'routine'inspection,indicates that the following violations of butte county Ordinances -exist at the above address a d should be corrected. .Please notice this office wheri correction of work is cornpleted. if u have any questions pertaining to this matter, or need additional explanation, please conta this'office immediately. a o u re Piz i;il S 7 l0.. t -Date 0 2� Inspector C ` ✓ n REV�1O;92 ' COUNTY OF BUTTE BUILDING- DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 41"1..Main Street,- Chico, CA • (530) 891-2751' _ 7 County Center Drive • Oroville, CA (530) 538-7541, k CORRECTION NOTICE OWNER PERMIT NO. - A routine inspection indicates that the following violations of butte county. Ordinances exist at the Y above address and should be corrected:' Please. notice .this office'vrhen correction ..of. work is completed.' If you have any questions pertaining to'this.matter, or. need additional explanation, -- please contact this'office immediately. p y a� Date / Inspector' _ _69:74 REV.12 -COUNTY OF BUTTE BUILDING DIVISION ti DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street* Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA * (530) 538-7541 CORRECTION NOT -ICE OWNER PERMIT NO. A routine insp6ction 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 Fri completed. If you have any quq§tiqns pertaining to this matter, or need additional explanation, please . contact this office immediately., -- Da r. f — /' P 6P .r ID -DA 6((sSSS Inspector if "a–mm-51'e lg /10/9 Ll hoe 04 3 A- 4- JeY' 7 -Ice- )L A A Ze L1 Da r. f — /' P 6P .r ID -DA 6((sSSS Inspector if "a–mm-51'e lg /10/9 eT Date Inspector REV 10 COUNTY OF BUTTE BUILDING DIVISION. DEPARTMENT OF DEVELOPMENT SERVICES u,".. co, CA 891 51 411 Main Street* Chi (530� -2/ 7 County Center Drive Oroville, CA (530) 538-7541, CORRECTION NOTICE: OWE A rf PER'MIT O. A 'routine inspection indicates that te 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 c ontact this office immediately. or k-� '00ld- 4. 'r ZIA r Z. 41-a A 4� A 41 A r eT Date Inspector REV 10 '*� ADDRESS OR TRACT yn . uSACRAMENT OrJNSUATI_O CONTRAC RS �r ; ,: LOT M P O`.BOX 854,.WEST SACRAMENTO-.CA'95691 LIC. #202026 1309'MELODY ROAD, MARYSVILLE CA,95901 LIC. #202026 {. O BOX.9651 FRESNO, CA 93793 9651'LIC #202026 . . r . ❑ P'O PDX 1631 RENO,'NV 8950511C. #10675 6 ` .,1.0 ❑ 3326 A PONDEROSA WAY, LAS "VEGAS, NV 89118 LIC #10675 'O rte' DA SU I COMP TED ( SQUARE FEET). ( SQUARE FEET) ("' SQUARE FEET) • T1!F?EKOFINSULATION _* _ TYPE OFnINSUL'A110N �fP�EOFINSU MATERIAL MATERIAL MATERIAL'`" ' FIBERGLASS " FIBERGLASS FIBERGLASS FORM BATTS 'FORM BATTS &BLOW"' FORM BATTS t MANUFACTURER'S PRODUCT LD,. MANUFACTURER'S PRODUCT I.D.MANUFACTURER'S PRODUCT I.D. MANUFACT�URERx r' MANUFACTURERMANUFACTURER s e�.•a a». - -OCF OCF BAGS 'Fi - VALUE';AP' PLIED ` KNESSu RYALUE APPL'IEDMIN NSTALLED; -,0VAUE PPLIED W INSLEU' 1NI INSTALLED �• .� THIGICNESS£ °�iEIGHTPER �,SOUdREF.00T INSTALLED y ..° CKNESS CNEE WALLS^IFL`U IS OTHERTHANLLS %IBOVE ��. MATERIAL FORM' FIBERGLASS BATTS R VAL E MANUFACTURER m � ' ` -1 �'1, �3 AIR INFILTRATION S �t�s. F�-N : '+�.`^ ,ir 5.X' SEALANT " ; _ :�"65rs'!� '.st"�vA � �P: _.. MATERIAL �� r�wo.2e,,.1r,Y»,.:.Cum • r .J9.'.: MANUFACTURER ` W R GRACE - �THIS�1$ TO�CERfi1FY THAxT;JNS,�„r L�ATIONkAND/ORSEAL�ANT�.HAS BEEN�INS7ALLEDIIN�CONFORMANCE WITH�APPLIC'ABLE�GODES MATERIAL STANDAN�EGULATIQNS. • SIGN TU — SULA ION CONTRA TITLE DATE �: MANAGER SIGNAT —GENERA L. CONTRALTO TITLE `..x DATE REMARKS: _ r - `- `7 COUNTY OF BUTTE- DEPARTMENT, OF DEVELOPMENT SERVICES -BUILDING DIVISION \ 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541(VPERMI o. (Rev.712/96) APPLICATION AND PERMIT " ASSESSOR PARCEL NUMBER 49-67-09 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC,BUILDING VALUATION . OWNERS MAIUNG ADDRESS 1074 FAST AVE SUITE B-1 CHIrn 9lfliC 179,712 912 U 16,416 CONTRACTORS NAME TELEPHONE 7,566 CONTRACTORS MAILING ADDRESS A 074 FAST AVE CONSTRUCTIONLENDER FRATURR RIVER BANK LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 1,014--00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 659.10 BUILDWGADDRESs 2150 BIDWELL AVE Energy Plan Checking Fee $ 23.00 $ CHICO CA 95926 PERMIT FEE $ 1,716.10 LAT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF _7 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 161 7.00112.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or. vent 15.00 30.00 TYPE OF WORK New 1, Addition ❑ Remodel ❑ Ufilifies ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOM 3 BATH W/ 2 CAR GARAGE Gas piping 'system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S G 1 W 920.00 PERMIT FEE $ 207.01 ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoos 00,R 1 .ss 23.00 23.00 CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. ! License Class � -,- Lic. No.-�G�'�22?l� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200ALICENSED ToNG 46.00 NEW CONST. DWELLIOOCUCU P. WEE OR ADDNS. ( ; AOC. BLDS. O 3.5aSsT: 148.40 No.REOSID ' MULTI.OUTLET @7,50 PO'r APPARATUS LET 8 SINGLE OUTCIR Ex. Occup. OUTLErORFix MLURES 20®'00 L so Ex. Occup. OUTLETS REESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S igi -4n WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 1 20.00 Heating Cooling Hood 6.50 6-50 Ventilation _14- PERMIT FEt $ Policy Number he above sections need not be completed if the permit is for work of a valuation Yinotof one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fotrthit T}-$Tose pr visions. ./ Date i� - % Signatur- ❑Owner ontractor ❑AgentAn OSHed forexcavations over 5'0' dggp n demoli ' n or constructionof structs in height. y(y jL Mobile Home Installation Fee $ Energy Inspection Fee $ C7� O1�C_3 CONST. V9 TOTAL FEE $ 2,305.00 HAZ _ p FE IM c° P CEL ISS This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By /J1l ,-���ate PERMIT EXPIRES ON ate Receipt No. WHITE-D.D.S.-B.D. CANAR -ASSESSOR PINK -INSPECT GOLDENROD -APPLICANT COUNTY, OF BUT -E' -DEPARTMENT OF DEVELOPMENT SERVICES;- BUILDING DIVISION ` j.7 County'Center. Drive Oroville; California 95965, .• Telephone (530).-538 7541 ' P R T. No. APPL'' KATION AND PERMIT ' (Rev. 12/96) r •' ASSESSORPAACELNUMBER..` . .. - • 7 o ZONI :BUILDING PERMIT ".1 OWNER TELEPHONE SO. FT. .;OCC. BUILDING VALUATION,:. +. '^ p owNERS MAILING ADDRESS, J cam' 7 .y :i='� ' .:.i S�'.� L- 3- G'-�' d U - CONTRACTOR'S NAME .. _ TELEPHONE- S8 2 G CONTRACTORS MAILING, ADDRESS •io `7� � - �': /omits' �ii�G. -r � C'. -acv s • j��: , CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS - - _ .. Total Valuation $ ARCHITECT OR ENGINEER LICENSE No. Filing Fee r00 $ 20.00 Permit Fee. . ARCHITECT OR ENGWE'EWS MOU ING ADDRESS .. - - wao Plan Checkin Fee 0eUILDINGADDRESs Energy Plan Checking Fee $ PERMIT FEE LOT NO. SUBDNISIONSNAME PLUMBING PERMIT • ' Rling'Fee 20.00 . Each trap 7.00 USEOFSTRUCTURE SFDuplex ❑ Mobilehome ❑ Other. SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 lsfJrfJ Each as water heater or vent 15.00 J' TYPE OF WORK New Bo Addition 13 Remodel 0 UBr�tles ❑ Installation 13 Other ❑ Describe Work: Li�@l/IOtS1�1 3 wI zcC�/�/ll�f� �K Gas pipingstem 1 -5 outlets •15.00 115-00 -Buildingsewer 15.00 �5';. Mobile Home S G W 920.00 PERMIT FEE _ o .b ELECTRICAL PERMIT Filing Fee 20.00 Main Service z�aw oA Es 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, avid my license as in full -force and effect License Class : Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty. of perjury that i am -exempt from the Contractors License ;_Law for the following reason: ❑ Las owner of the property, or my'employees with wages as.their sole compensation, will do the work, an&the structure is not intended or offered for sale'.'.'. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 1 am exempt under Sec. Business and -Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and .will maintain a certificate of consent to self -insure for workers' compensation, as, provided for by section 3700 of the Labor Code, for the "performance of the work for which this permit is issued. ❑.' '1 have and willmaintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My, workers',compensation Insurance carrier and policy number are: ' Carrier Policy Number.. '.(The above sections need not be completed if the permit is for work of a valuation of one hundred dollars,($100) or less.) ❑ 1 certify that in'ttie performance of the work for which this permit is'issued, I shallc3 not employ any person in any manner so as to become subject to workers' ,compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith'.comply- with those provisions. X _ Date Signature of Applicant -. ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or co sSr r, ,n of structures over 3 stories in hoigh� y 0 Main Service To I000A. 46.00 NEW CONST. DWELLWG OCCUP.. SO WE OR ADDNS. ( a ACC. BLDCS 3.5¢FT: TL �N•ION RESIO. ONST' MU 0N.Cgr . @7.50 WER MPAFiATUS G's, NGLE OUTLET c" Occu a20 ® Ia000 OUTLfiT OR FIXTURES FIXED IES'..): OR . Ex. Occup. ouTLETs E., 5.00 Temporary Service.- 23.00 Mobile_ Home Facilities 20.00 Misc. Wiring u 23.00 : p" 07 PERMIT FEE _ MECHANICAL PERMIT = Filing Fee 20.00 Heating. iC)t 'f� 2sr(9n Hood Hood 13.50- .� Ventilation (46-0 PERMIT FEP $ Mobile Home installation Fee $ _ Energy Inspection Fee $ y Qty r �� TOTAL FEE D FE r n , COF' PD 'HUE .— . This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. : BY Date' _ PERMIT EXPIRES ON Det• ' • Receipt No. Z: u ICop -. /0 )f'Y' WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR , GOLDENROD•APPLICANT 14 BtTl'TS�COUNTY. S CERTIFICATIOP.FORM CHICO =.AREA RECREATION . AND ,PARK-,DISTRICT 'Assessor Parcel -`Number (s) F �, Project Location/Address 1 Q c Jl(^A,ir�P 14 u- v Subdivision hot Number(s)' } Residential Development:;(check,one) !. New'Development, _Alteration/Addition _Mobilehome(q)'" Non Residentiah to Residential Total. Number ofDweLling`Units Comment J B diiigr De a Re,presentat_ ive Date �k�Ar�kik�k�r�k�C�It9ir�Inlnk�k�k�kik�Aryt�kY�nkylrylr�kir,lnlnln�r�rfk�k �k�t�Ar�k�k�t�C,r,r�kylr�ki�nk�t�Y�Irylnk�k�k�k�kw�In w 7I71kylrik�r �Anlryir �k, ' ;Chico Area'Recreation and :Park District(CARD).certifies_that LAc ; ��-�(App1 i7can"t . Name ) .. (Phone Number ) `` Q y� -(Street.Address)fw City^) ( State ), (Zip ,Code) s, :has complied with the requirements ;of Butte Co Resolution No :90-140 t\'; ;payment for ( dwelling units @ $1,189 for `total payment of CARD, Represen tive: Daae . J PAID "BY• CHECK N0 . _ REMARKS i BANK 140 9 0—' PAID BY:•C)OH RECEIPT `.Distribution. White ==Applicant: Yellow -Butte;; Co: •Building Dept... �. Pink;=-CARD Goldenrod -City -of.; Ch do Building:.Dept. .. 4. OO1A031 park: fee -(.form revised' I1/90) CHECK` COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 COUNTY CENTER DRIVE - OROVILLE, CAl<IFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 111. All items have been submitted. 02. Plot plans, 3/4 sets, signed by the preparer of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04 ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 17� "Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 1:16. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. 119,.,Manufactured Home data and installation instructions including Tie Down Specifications. y �6 7Fees of $ /� �� , c%Q e 1 � �S X, � S � j� � OL°� Impact fees as shown on the attached schedule. 1 ❑ 12 California Department of Forestry plan approval/fees. Flood elevation certificate. Cl\ . Sanitation and plot plan approval Health Department. v ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ;�nc otactLand Development about ❑ Improvements, ❑ Drainage, ElLegal Parcel. roachment Permit for driveway (construction approval prior to occupancy). ❑ 20: Pre -inspection for i required. ❑21. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. 1:123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). ❑ Letter of signature authorization. ecorded copy of Agricultural Acknowledgment Statement. El 26. Letter of intent on building use. 027. Manufactured Home utility clearance. ❑28. Existing violations and/or expired permits. ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑Telephone and hold for pickup at office. ❑ Deliver nspeCtfe QpplieadE��2� Date: EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant - 4_iJUNTY,OFBUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION COUNTY CENTER DFJVE •OR MLLE„CALIFORNIA 95965 - TELEPHONE (916);538-7541 �, ,� PERMIT APPlICA`TION DATA SHEET Y OWNER. ASSESSORP . ER: Proposed Building Use: Building. Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By .01. All items have been submitted.---- ----- ”-`�` --=------------------------------------------=-=---------="---------- 02. Ploi plans, 3/4 sets, signed by the preparer of plans.---------------------------=---=------=-------------------- ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- E]4/,Engineered plans, 3/4 sets, with wet signature on plans. All engineering'must be shown on plans. -------- lEngineered truss details and layout in duplicate (required prior to plan review)'No faxes! -------- ---------- 06. Energy Design Compliance and supporting documentation. -------------------------------------- -------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------- ------------------------------------ ❑ 8. Hazardous Material Form..------------------------=--------------------------------------------------=-------=------ -09: Manufactured Home data -and mstallatioh"instructions including Tie Down Specifications ----------- ------- - ❑'1 eeof $ %� 5�.�i G�-------------------------------------- - ------------------------------- 11:, Impactfees as shown on the attached schedule.. --------------------------------------- -------------------------- El 12 -California Department of.,Forestry plan approval/fees-------------------------------- --------------------- " Ir i t• Pr' 3. Flood elevation certificate. ---� �----------- � 4. Sanitation and. plot plan approval Health Department. --------------------------------- --------- Ell 5 City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs----------------------------------- ------------- ❑•17. Planning approval for (A) Use: (B) Parking: ----=--------------------- ' ❑ 18.. Contact Land Development about ❑ Improvements, 13Drainage, _Legal Parcel. ------------------ -------- - - v" [1 9. Encroachment Permit for driveway (construction approval prior to oceupancy):-------------------- E120. ❑20. Pre -inspection for required Request to Building Inspector on (Date) . ❑21:'.Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 112ZWorkers' Compensation carrier and policy number. ------==---------------------=----------------------------- ` 1123. Owner -Builder Verification Given to owner ❑, Mailed to owner 0) - -------------------------------------- Q24:,Letter of signature authorization.-----------------------------`------------------------------------------- ---- - --------- C15. Recorded copy of Agricultural Acknowledgment Statement. --`------------------------------------- - ti L, ❑ 26. Letter of intent on buildin use. ------------------------ g -------------------- ----------------------------------- ❑27. ManufachtrM Home utility clearance. ------------------------=---------------=- ----- ------------------------- :.:. ------- --------------------------------------- --- - -,--.----- -- 028: Existing violations and/or expired permits. -------- a 11433 A, ❑Grant Deed, 11M.H. Title, ❑Check to H.C.D $ --------------- When you issue the permit, process as follows El Mail to owner, ❑Mail.to contractor.: !]Telephone and hold for pickup at office. 11 Deliver with inspecto"r.. -- = - t, Applicant:. Date: - " .. Copy of Haz-Mat form -sent.❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: 1' Copy 'of plans sent 11 Health Department, ❑ Fire Department, o Other:. _ Date: By:N 1 Index permit application for the above items numbered: f El Plan Chckt :i.F Additional items required: - - .) Contractor, designer; owner, was advised of the above required data by ❑ phone,'❑ mail,. o Building Division counter, y 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 o phone, mail, ❑ Building Div&ion,counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division co''nnter, by ” .Date: Plans reviewed by: Date: Plans approved by: Date: " v{<: v Sets of plans on hold in ❑Plan Cabinet, ❑ A P. folder. Note. tr er by: Date:, r1 Yellow Cory,= Department of Developm n Sern+ces?Building?Divisrb.. �� �I+.�qW{�, yy�.; t-5 .Wc "7'_'-^1 ,]' yd— 7R vr• 2 1r �+.5w"�•! :~t�r 5�" Et�� �7M`6t`r"'F'•ii�'�q� r '_ ,. 1J �7 COUNTY OF BUTTE - DEPARTMENT F, DEVELOPMENT SERVICES - BUILDING DIVISION t r7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538=7541 .; - PERMIT AI�PIICATION D�4 TAS SHEET OWNER: 11/YL ASSESSOR PARC4 NUMBER: n CQ " Co _}() ' (� O �. Proposed Building Use: )2 - -3 Building Inspector: Date: y—Q _F19 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 1: All items have„been submitted .------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------=-;7---------------------- ------- ------------- ❑ 3. Complete laps, 3/4 sets, signed b the arer of plans -----==-=----� -- P P. gn Y Pref P -� ------------------------------------ ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered,truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ------------------- : Statement of intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. --------------------------------4 -------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ /�ees of $ 8 0 0 ------------------------------------------------------------------------------------- 1. Impact fees as shown on the attached schedule.�--'�j- --------------- ❑ 12. California Department of Forestry plan approval/fees------------------------------- --- -- � 2 13 . lood elevation^certificate ��►�:r�,¢-�o��trh-u�c-.�1�`t�r--=������f--1�-��} ��--. -' `,, - . rplumbing hla=--------------------- City of Chico plumbingg pernut. ----------------- --- ❑ 16. Plot plan and business license approval from the City of Biggs.----------�---------- (j 17. Planning approval for (A) Use: (B) Parking: ------- ------------- ;9VEncroa6bment ontact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. - ------ j -------------= .Permit for driveway (construction approval prior to occupancy) - -s----�/_ -- ----- 020. Pre -inspection for required. Request:to Building Inspector_on (Date) (N =------------- ❑2.umber1. Contractor's license information. Name Style, le, Classification) - ._.022: Workers•'.,ComPensation,camer and policy number..:--- -------- ----------- ----3 ---- --- -- a ,,;: - ❑23:. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑) - -- -� : ��ttef of signature authorization. ------------------ A :------------ - ------ ------- ----------- :E124 ----- ------------------ E126. --------- corded copy of Agricultural Acknowledgment Statement. ------------ / ---- -�/-- - ❑26. Letter of intent on building use. --------------- ---------- ------------- ------- --�;----.�.-=- --- °"� ❑ 27. Manufactured Home utility clearance.---------------------------------------------------CI---------------'. , 028. Existing violations and/or expired permits. -------;---------------------- -==----- ------= ❑29. 0433 A, ❑Grant Deed, ❑ M:H. Title, ] Checktto H.C.D $--------------- ❑30.Other: hen you issue thepermit, process as follows ❑Mail to owner, ❑Mail to contractor. },„r ❑ Telephone and hold for pickup at . officer❑.Deliver with inspector. ,, j _,Apphcant-A”' Date: _ Copy of Haz-Mat form sent:❑ Healtfi•Departiiient, ❑ Fire Department, 11Air Pollution -7 Date"': By: Copy of plans sent ❑ Health De Depaitirient, ❑ Other: Date:,�f_ By: 1. Index permit application for.,the above`items numbered:Plan Check List 2. Additional items're'quired: Contractor, designer, owner, was advised of the above required da&by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above requited 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, liy Date: Plans reviewed by: Plans approved by:l , _ ,U Date: Sets of plans -o ' -fiold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Depktm t of Development Services, Building Division. t CFRTIF;KATE OF ~COMPLIANCE- .:Reside6t•ial.. PagA`': 1 CF ..1R -----------------------------------------------------.------------------,------ --- Pro ject 7-i t le : MENKE _ 3328w ''( BASE CASE) Ru n: 35S.... 28=.TU l=98 .::Pro ect. -Address LOT 17 , BIDWELL� AVE : ' MENKE_ 3328w -.( BASE CASE } CHICO ..'-CA_ 9.592.6. Esu 1�i.i ng T t lP = MENKE :1328w (RAS,E CASE)] ti Rut Id i ng P, .. m'it Dhcument A it h0 . BOB METZGER TelephonA: 530-342-9688 or. 865-9688 Plan ChP� /'Dat.e Compliance Method: CALRES2Version 1.31 'Field Check_ / bate .Climate Zone: ].1 GENERAL_. INFORMATION Conditioned Floor Area: 3328 " ft-2 Building Type:,SFD Single family' Detached" -Building _Front. Orientation: 270 deg ( West. ): Number. of- Dwelling Units: 1`.00" Floor. -Construction Type: Slab on .grace • ; BUILDING SHELL.. INSULATION ComponRnt.' Insul 'A�sembly TypeR-val,up t�-value L:.o�a.t.ion/Comment,, Wall 13 0.088 OUt.side / HOUSE WAS ROTATED FROM ORIG.INA ".Wall 13 0.088 OutSide Ceiling 38 0.025 At.t.ic Floor .0. 0.722 Grade `Floor," 0. 0:295 Grade... Door a,'" =0 0.330 Unconditioned Wall u 1.3 0.0 8 L ncond;it.ioned Slab 'Per- meter O 0.4.00' nuts'ide Slab. Perimeter 0 0-.720 ."Outside Slab ".Perimeter 0 0".550 Unconditioned Slab -Perimeter: 0 0.500' Unconditioned FENESTRATION UInterior Ext.erior.: Overhang Frame �r.ient.at�fi ("ft2)„valcle Pa nes Shaving . Shading end -Fins TypA 77777 7 Window South 4 �iF13.0 0 530 2 :Std DrapR A3ug Screen Overhang Vinyl Window East 235 `0. 0 530 ;2--St. c1 -Drape Bug Scre6n overhang ..'Vinyl Window. ,North �`i 84 O. 0 530 3 2 4` rStd' Drape ,dug Screen r OvArhangVinyl Wi'ndaw `.East y �} .36 7; 0.530 s',2� ap�,Std; Drape w, None Qverhang :Wood ? Ott .;: Window East 3 0 0 530 s' 2 Std DrapR None cwerhang Metal Windnw 2.5” 0.530 2] �, r�St. Drape °' 'None xt.Overhang }Vinyl Window North, 20.0;,0.530"2 t r St:c Drape Nine 'Overhang ,Wno Window �Nrth' ,e ,;0"0 530 ,` ;'2 Std! DrpA Nnne.:z e' Over hang Vrryl ` Window West 26 ` 7 0 530 ;2 ' Std' �rapA None` OvAr ha ng .Woos! `W.i.ndow West "`' 90 0 0 530 2 Std. DraPP BUg 'Screen Overhang W.i ndow. WPt r 3 0.' O �i30 °? St.d Drape None at" F x'-k ^t`1t•t r.:T ''' i ,,��, •s,��1 -t' 4 i t ' . AS x''43'7' f3 rr•x�.+s`3.` $ t} r t _ C t + 'J �`•,r��'S +,v .S' , -t >r. 3`t a "h' ,: ' t +w r r 3 ',a ¢- ' -, ^ ;� a•�4y`R.ny'w+"r f,� Cvri a` ` tE t �. 1.. '�a s. ' ryllsi -�}, i1k x s�• �+' ; 4 .` t xtiy"' r'c�Ysrd C ERTIFIC ATE OF LCOMPLIANC E Resident lal .,r{ B. r r � r• ;. . '... .� . :f `��,5"�r Kd t���..'a � fi� t n�,.0 , y,�,a` MFNKE 3 3?8w (ERASE ,CASE) =} ; F2�i n '�55 2R .7u 1 qAY CY -- — _ — _— — i — -, 71 — — r � i J. THERMAL tMASSAr°ear `r�.�Thtrk t Ty:pA1. Exp��p�i? (ft2) (in,),�� Location/t'omment�`^�° F1"oor a, Yes 61:9 0 3,.5 Grades i ^r 1v a e t r e -F1'bor Nc-> 2.709 3 5 G:rariP f Intmassl. Yes -214 0 1 '0 I;'nter-ior,, / SHWR, TU AND COUNTER r;. I nt.ma.ssl Yes 135.0 ,0 I nt:er for ` ' HVAC'. _SYSTEMS DLICt ' Lo0A.t ion ..Effi �ic�noy atnd R-vaI Attie A'ir coni - :c'�ntral xpckg 18.50 SEER Attr R=,4 :2` " :_Air cdnd -'� F rents -a'1 pc kg 1'3..00 SEER Attic R=4 2 L WATER,: HFATI=NG,� SYSTEMS r IV , DGtrik� WatAr' WAter' # of Energy .Volume Wrap Sy tpm Name Type Heater Name Heater Type Htrs' Fact:r (gal) R .Val _ -- _, P CTAS �+Og sw:tom, St,anderc! STD GASW/H.SO ;St•oragp gds 1 0 60 SO`'. x 0 SAGAS 40 = Stan�l�t. ird STD OASW/H40. S,t.ora.gp 61 40- `'0 9 ; c WATER.,HEATING SYSTEMS MISC'� '� `• .''ry; ,;�, "` SQ1 r:.<<i�AVl.ngsi-KS6 ar system f W���d ^Move:, W�1Qd St:nVe Sy'GtPm'Namp ,.fraction type boll e r h�ilpr'pump? o _ _ _ j C1iac+ 50g yt ay } t Nf1 `GAS 40g Nn . No - 1l lA '` i.,. Y � M•6 � fC� Y '' �yrt .a ;f -�i ` 'v r f z• � � s WATER `HEATER/BOILER- DETAIL'S T �} ` r r Ott Pilot �.r >rx t Recover y r s I npu.Sta af. kaLass-' R Value Btuh w 4 k at`Pr NAme ff 1 e :r.,_t'-_..E'ClT,l :.Y �.,�AFUE kBtCth r r` �HYDR�NIr y ' \ N : r" r cyst6m/N None '�. g y AA,3 a 76%sr ��xL x;'48' 00 �sg i'e r ti "' r� bv+ .Nts y� 1'„ f TRIRUTION AND TERMINALS `%y� p P1pP z. Insul ,K k`4 s - a 1 ea ' - y i.r r:: � •tir.i t =g �t e�'=". � 2 ^:ix�• ,c+" - F �� ¢; - >t � - t "5"Y x q ` fro ? a .Y..: �t +rid , `""{,+ �` � Y.'" ,r. `!� ;. ,< ,.*`' ".� '�•� -�• s �i.�"�' y'+., �..�"Z'4 'tl"1 a Y" r i �;-r it. t 'rt-.� y�`t. I.,r '.CERTIFICATE C1F-COMPLIANCE• Resi`dentialr Page CF 1R Pro' Act. Tit le - -MENKE 3328w (BASE c:ASE) '`Run .355 . 2R _JU1 1.9R SPECIAL -FEATURES, REMARKS, AND NOTES 3.THIS.`Hn��SE HAS BEEN REVERSED FROM nRIGINAL T=24 CALCS r 2 Zone '`LVG.AREA' has non st:andar'd interbal gain of 46505 Btu/day. .The standard value ;for this .zone: is 37124 , Bt•u/day_• •3.: Zone. 'B/R .AREA' has non, standard internal gain of .'43415 Bt.0✓day.' The st.anda.rd value for this zone is 32796 Bt.0/day CQMPLIANCE STATEMENT This -certificate of compliance .1.ist:s the huiIdi.ng features.. and performance' specifications nAedPd tocomply with the Energy Standards in T.it le 24 , Pa-rts 1 e.nd.h; df:-,thA'.Calfornia C6cfe of Regulat.ions,• and t.he`Administ.rat.:ive.-regulat.ionGl. `` to implement t:hAm ThiG ceftificat.e has hee'n' signed•.hy the indi iclual :wit.h wPra:1:=1. ,design :resP�nsihiliay. :.When .this certi.f-icat.e.-of.: complianpe is suhmitte�l,:.', ' for, a' sinal"P:`.buiId ipq. plan. to be built: in" mUlt•iple orientations' `anyshading fea,t.i�re .t.h t is varied is,.indicat.ed in the: Special'Features, Remarks,..and Notes Gecn DESIGNER OR 'CIWNER DOCUMENTATION AUTHOR BILL '&. LINDE MENKE BCSB .METZGER BOB METZGER P: 0` B(�X 9079 :: r 170 .RIO LINGO r_.HIrO*i CA 9.927 CHICO, ; CA. -95926 ` e-.1945. 930,-342-9688 or' 865-968A' 93 ur _� 'a y l .rt r Y•r 4 rT f iC'. ,. n�•�/ Signed Date Signe o. D2t:e. b ENFORCEMENT AGENCY Name s r sar' t.} r�(-f a ii S t >;`nL�(., :-; l •S f �. �I�, 1 'R ii. s (-E :.r•# I�.F T 3+�i;, rr r .i ..1 •ar J ny�''S 'fdTlt19 = f. y. f ,.�Y ;• ,'s i' ` h: i,.. f r „�. "�:tr v.f' 4E ; c, +ha i:3"�'",.5 t b t{ao?. �3 ry ti e. /��'ry' e'n�•, •� ^ h k...t�„�l r� �Li-� «z 'k+ n�il,�x.a 5,i,a., &'i` 'F �y.'' ^ } r..�, ::.,.:. - �`r L -!. •y�•_ J. 5'ut...•?'� 3 •'•d r.j' 4 c, -.'S' 'i..,�+zs a-�. ��i,�''•+,�. '""r,�.* r'' ; g % �•-'��� i pS4 Ir`�h A� S � ��3x�.� jt�, {?r a •t � •. . C J•' j }d J F.ta-[R S 'tl- T f. N r �S�`y i` •� d kl � h ! r f g��, ,Y _ Telhone?rt Y� ;� t ep.i[ x. y rk "5� r1 tit r p r '4''E h-4 r s° � '�',? � a 5 v Sys' t :•' i r a .y � }'$ -t'Y . -S Sjgn, r ^ c ai}xSE �r �1tr i� Date i r '~ '�},�}�}; ,..+ > �3 aa„ t .9 x x 4 •" �a<.7_y §aa-.+�X 3� � _..'y -G �- � - F' t% I ' r �•� 4 Y; . ,N � iiz' �. Art[' +$ . � `�'c ;a• � �c .r� �-.f E - tA'1. ��Y. � �3,� S,. r/,z. •� ? , `"''..? } s � ,�* p, ( � . 7 :'1 xr G u."� 3 � 1S �: x . �f 2 ,.,e` � ' �t',�.�, Y",� t � a3, p'� u�. s ":. .:. � Sri y...�T j,,.4 _'.;•„,� T`,d 1rF� '� c* [S,J• �,i y... ,E .}ifj —zW:'� L�� z9•rr��iY•Ss � y � Mk._ l ri.. r � Y. y�t''t, �:. sy �F.. Y-dy , :Fit' - �`�k�,*F„�� y�. >, �V � : ,.y �A f�r� aj ).'i G r7 �.1r �o .. � � �f >.+'Fi � `` J"•+��: a�s� ��` .r +� . �^. rF's h �+--�' Sres a + d a d F � *.� - t w h; d f "•'� "`1�5.�' � i� a. -.t` t�,' � ><.k ..r ��- � "� f' �,.� [� � .,-,c6xa. � �� � 9�r _ + `�� � - � � �,� t r.'Y .�s + '1. rti x + ` Y 'a.} � T.,y .+`� i j5v t�•' 4. � s •t �."��'�- Gr5*v` �r �"'�� k j fr. r J'i"�Y t 9 7 r h ;+�•�. y x T. r t r .r. y, i,�fi �'_ tt., ra.` cy'J`Ut s,..'sr .9�e 1 • r '' C.nMPl1TER METHnD SUMMARY .PagA' 1 C ;2R , x pro�ect Tit le MENKE 3328w ( - (BA, CASE) R Run �S5 `2R '7u1 Y9R • Pr��Pct ;Address L_OT-17,. 81DWELL `AVE.'. MENKE .3328w'(RASE CASE,, "CHICO, CA. 95926 i.ld.ing T.it.1e: MENKE 3328w (BASE CASE) Build.i•ng Perm -it.. 0 noC_.ument.: Author BOB METZGER - TAlephan+� 530-34.2-9588 �r 'RF�5-9688 Plan- ChAck /,,Date- Compliance Met. df, CAI_RES2 VArsion• 1.31 Field Ch`ec k ✓'DatA Climate Zone 11 ENERGY : USE SUMMARY ( kBtu/f t.2 -yr ) Energy .Use Standard Design P-roposed 'De'si9n Space Heating 19.48 18.33 Space C"tiling. 10.99 Water Heating 7..85 9:3.5 =--=---- Complies, Total' _ 38 .. 32' . 36 . h0 Yes GENERAL`.:INFORMATION Conditioned .Floeir Area: 3328 :ft:2_ `uildi.ng .Type SFD Single Fami.l:y Det.ached. Bu•i.1d 'ng Front. Orientation: 270_ deg ( West. Number :of: Dwelling Units; St o* s A 'e_ 1 • Numb_r �f ---ri fioor`Construction'Type: Slab on grade Number �.f .Cc►nclztionAd Zones: 2 " r' Total:: 'Cnrirfit Toned' _V�lume • = 31856 ft -3 Condi: t.ioned :Footprint. Area 3328 ft -2 . 'Ground Floor Area: 3328.ft:2 .z { BUILDING ZONE .INFORMATION f Floor ,, -Vent -Vent Zone ,Area Vol`umA . Thermos tat Height. Area Name :f #t2) (:f t 3 ).-Type,TYPe :( ft) (f.t•2 ) B%R.AREA k -,, 1561 9% CEC: Standard 2..0„ .23-.6 LVG AREA' 1767 17,817 Conciiticaned `CES •Standar 2'.0 28.9 QPAGZt lE St1RFACES,ly s _' f r r, j.� �.r,.,bt s_- Via., .i Y�`�' Z L , c. yi �• ��..`t .n - °Surfac'e .g Area U Ins.l -,,,:,Tru �` Slr ConstruCtlon,� TypR �sr (ft2) valuA RVal A:t T, t. Gns- Type' _ ;: LoCat ion/,Commpt is F' s _ _ t a 7_onP = B/R ;AREA �}x t - � � - - - - - - - • Wa1..1 r �44`� 0 .0 088_ 1 .' 180 90 YOs, W13.2x4.-lA 06 ClP, / HORSE WASRnTATE Wall 13 90 90 YeS W1 2x4 1F, Gut�xrie >WA1l 0 -,,-96- W13.2x4 1� Outs1�lA L �j r Celxl:ln X1531 �O Q` 025, 3F$,��,j w' `'`s� O: gy6s, ,R3R,.2x4 .`24 g l V'�7 F I C4 µms✓ .r . i x^` }�:.`''' .t ;•8 S .w� ^`°' +'-• i oo:r, .E+:5 0 0.-°<180Nc� S1aki140F_ Gracie . t; A, F Floor ''14h�'0 t ' _:t { r:, ` 1i�' • r i } is t rt b:�,aan, y 4i +�.•k"., + �.ri`:pFF • fx {�' �2r* K i % w�•ek .2rJs.: 'r� r2. `�_ 4�: rt E :ti ' ,`'n x , riy _,` r ,• ^c � �; !' v� S.Y y '! � � *f { .yJ iy.z �r rh, .�,� 'yTf �p�u'•. -` — ,.1" l�:: � '. N f r a 4,.s`i i.x�� �j r q�c f'bMPUT"ER METHOD SUMMARY' ms's r ru y R Page 2 > 4C 2R"', a d{' t Pr0JA.t iTit lPENKE. 3.328wr (BASE -6S, i un -------------------------- -----=------- S' nPAO(1E St)RFArES �otit 1 nuAd Surfs�e'P Area,Y+ In�14 Tr�� Sl r' C�n�trw,rtlo n TyPP (yf.t?) value RvA'1 Alin Tlt Gns Types `Locat zon/Comm?nt.� Zone = LV :-.'AREA , p Do6r 17.'8 0.830 0' :270 4,0 ' No 286t�Wdod Unconditioned Wa11; _189.0.0.088 13' -180 90 Yes W13.2x4.16 0utside/HOS�RO' TATE Wall. 15..0 .0,..088:,: 13 31:5 90 Yes W1:3.2x4'.1'6' Outai:dP ; 1 90 90: Yes Wa:.11:, .259.8 0.088 13 W1.3.2x4 16. Outs:idA Wa.1l 327.0 0:088, 1 .0 90 'Ye.- W13" 2k4 .1F ;,Wall - 649.3 0 088 '� 1•_ 270 90 Yes W13.2x4..1�+ nut.slda' Wall- 378.2 0:088 13 270 90 No W1.2x4.16' Uncondt.ioned r 088. .13. 225 90 Yes W13>.2x4:. ib Out.si'cie 13 ng ' 1767.0''0. 025` . 38; - 0. Yes _R38,'.2x4.24 At.t:i.c Flo'�r A SS4 0 $O' - 180 No 51a_.h140E `Gr"de Floor0243 -0 .L 180 No- 5,1ah140C GradA ' PERIMETER LOSSES f y' I n�U1. PPr imet Ara L.P'ngt h . =.F2 I nsU I Depth ' -Type x t (-ft) FactorR-v1. (in ),. L.ocat;on/CommPnt.G r Zcina LVG AREAS `Ex" Deed.77,0... 01 P 0 9 0 f nVP�-Ac1 x yx285 '0" 0 720 0 0 nLtt.slc�e } `ExposAd�¢, llnrond't loner! A - rover w12''0" 0 5.00 0 0 llnc onc�i`ticnA�! Sld,f '1 t a `iy 6 -X ; , ».� '�, t r nr } _ f•! lk ' .. FENESTRATION ,St 1RFACES Z.l t x {'11 �ng Fe'nP�ti-a�ti�n s ea Tr.0 Pen Fra.mA t'harart:r , , � iNs�me -Types: (ft.2 )k Azm Tit''T Type Name Comment. r Y,£Z�nP B/R .AREA` " - - - - 1 - - _ a """Wind 1-80 180 90 Sl ider,- Wind' ,:16:.5 180 t 90. Slider: ;Vin .1 4:j}:DBLw/S h Y TD -4 "-W5-N1 f H`aWind * 16.5 1A0 90 Slider' Vinyl DBLw/STD Wi nd N21 .0 IRO 90 Siri'der Viii' 1. 4 } _ h Y pLw/STD � ri.D� . r '=•+lws is T+ ; t � ala. x W2 N1 a� �kr Wifid 15 :0' 1£x-0 `i90 S'lMar V� r yl DBLw/STD G r 4 r E4SGD5.d X69 0 90 90 Sl dk�r Vi nyl r R DBLw/STp �..f' ;: a �:,n s S? Jr" y < fir a z n;+ . , ^K�• Pt W2 E,q.Winr!� 1i� b t =tom .0 90� r 90 rSl`idAr Vinyl , D8Lw/STD f � u� ` ��.• � +�`:f}iyZ Wind • 'I .0 90 x}59.0 Slider Vinyl =' DE Lw/STD 4 4t R ,> J� s ` K �vrirt -.' r�'r` hi` .! 'x� �'i„ T..L W1 51 max " Wi nc! at,�i� .0 ,a }0 90 SliderVi ny�l `W2�W1nd���1� W� S1°y` Wincir''418.�O�a z 0 190 SSl>dAr Vl.^nyl nBLw/STD J Zone L�VG :AREA=�+ S�, `v�� ���r`y*��,'`4h F'.,�!• �'FvS 5� sty `1`' p x 4 3 s„ ,- , k h t<sr C^ :'�`� d�, r'"'��i. �:�%pkv �,.,_.�`!."t 'S,: r, r�;C:.fi�✓.�r`,,.p. '^°- A' kj r :,'.'3k -w .t. t. k r� Z, v.� � �y i„° �?": t.yk��,yy'�,. BLw/STL7 �:. ° a.�• .:. �> Yr;tiW1 ::NW1Wlnr1~11 h0 `7.25`?O 51:1c1Pr Vinyl;" 8... r '� �`Y M• 1 � �F Yui. ' '. W1 E1FR(H a W�nrl` 9 20 0 X40-0 � 90 F�xPr! ` Wn p BLw/FXD x. n_y , '' *t ",c.z4Y''�;, k+�"' y Y -+''s,, t F a°' "° fl••t'�"SY` 'Wirt �` o- N c.i•.'`, ;W2 Elm �. Wi nci O ,SqO 9;0 51 Ni clPr: Meta 1.i?BLw/FXD t svr ;;Yfilyi+ •ru ,C ia,' b aQ,�q.-+, a'•f'.ty ro -. ;, . ,,rx x '�` a�,yj ,�';y,Lv,34Ta2?�, T e 8,.`.d aisL f :,+.:+ r _ , ,s` -y 'k fir,- ti:L, i OMPA TER: -METHOD SUMMARY. �PagA .1 f C 2R t ' Project. 'title: MENKE 3328w ( BASE `CASE) Ru n.: X355 2R= Tu 1 98 . ----------------------- FENESTRATION.SURFACES continued Glazing FenPst.rat.ipn, Area Tr.0 Open Frame Chara6t-r Name Type' ( ft.2 ): Azm. T1i. -Type- T'Ype Name. Comments .. W3 -E]. Wind 46.0 '90 90 Slider Vinyl DBL'w/STS . W4-EIFRCH Wind 16.7 "90` 90 Fixed Wood .DBLw/FXD W5 -E1 Wind 2.5 90 90 -Fixed Vinyl DBLw/FXD W1 -E3 Wi nd 23_..0 90 90 Sl i d e r Vi nyl. DRI. -W/,., -,TD W2 -E3 Wind 21..0 90 90 sl.i.der Vinyl DBL.w/STD W3 E3 Wind ?_1 .0 90 90 Slider Vinyl DRLw/STD. W4 -E3 Wind 21.0 90 90 Slider Vinyl DBLw/STC W1-SW1 Wind 12.0 315 90 Slider Vinyl DBLw/STD 'JW1=52 Wind 18.0 0 390 sl ider ..Vinyl DBLw/STD 5! '' .'W1-S3FRCH Wind 20.0 .0 90 Fixed Wood DBLw/FXD W2 -S3 Wind 3.0 0,,90'Fixed Vinyl DBLw/FXD W1-W?_FRTDR Wind 26.7 270 90 Fixed' Wood DBLw/FXD -'W1-W2 Wind .12:0 270 90 Slider Vinyl DBLw/STD W2 -W2 Wind 12_.0.270. 90 Slider Vinyl DBI_w/STD 0- -W2. Wind 12.0 270 -90 Slider Vinyl DBLw/STD W4 -W2,.. Wind 12.0 270 .90 Slider Vinyl DBLw/STD W5 W2 Wind .12.0'.270 90 Slider Vinyl. DBLw/STD W6 -W2 Wind 12.0 270 90 Slider.- Vinyl DBLw/STD W7 -W2- Wind 30.0 270-90 Fixed Vinyl. DBLw/FXD W3 -W1 ..Wind 18.0 270 90 Slider Vinyl pBLw/STD W2 -W1 Wind. 3.0 .270 90 Fixed Vinyl. DBLw/FXD GLAZING rHARAr:TERISTIrS j � . G l,az l ng "Char,actr " ..Glazing . # c►f 'U :'S.C. Gla Int•er.ior SC Int. Exterior SC Ext; Name Type Panes value 0fily � Sha -.de Type Shade•..°Shade :Type Shaide ' -_- -- -- - --- ---- ----- ------ --- ---- -- -- QBLw/STD Clear ;2 O 530 O.RAO S.t.d Drape 0 .7R0 -- Bug Screen 0,870- DBLw/FXD Clealr, Z. 0 530. ;0.880 ;:St -d Qrape `0.780 r None `1..000' 'MINTER -ZONE SURFACES.'' Ai�rface Area' -r „t Insu1 ConstfUC- on fs I LrTYpP 7 (.ft2 ). U value`,R vain Type RA AREA/LVr AREA Wal 1 y 427.0-1" 427 0` 2x4.. •INTER :Z6NEVENTIL-A TION i H1gh t s Q .s 1ti pPn Went Height , ' c a Nt Y {� 5a tVentT:ypP �x:-r Yes°;xx�Ar-:eaArAa C?iff Cc�mmentG �, :�a a 4G. 3 �F:r arse- -- ,t-- �.. 'C.' "".• b 1? li��-r N -n y ii P� ACy 7 . F F M o r#°'C`p2 t 7; v «7 i Y` r, ♦4 b {� 5, y 1 i�Yus 4� r _ .-. _ Sys r,�'•'"!-`�`�lL•'•Y(ri'�r �'"�Wi'"!':::a 1F,r:'„"s.`d7.'ri1ti'.' gµ. ,,.A�a r '7 v s.- �. '``RS- a• .r � i�t"�'c �,�.. 4 ,.�.,`, '� "��� k��- b- - a t �r� fir ::.-3� f ys '' ,. 1 , COMPLITER METHOD SUMMARY, Page 4 C-_2 `.,Project- Tit-1e'= MENKE 3328w (BASE EASE) Run: 28-.Tut-q8 OVERHANGS FenPst:rat inn -= - -- -----=------ - Above Left. ght Name Height. Width Depth Glazing Ext.ens.ion Extension ----- W3-N1 4 P011. 2'0". 1` ' 0.10,1 4" 17'0" -49'0" Il W4-N1 6'0" 219" 10D0" 411. 28 ,.p,, 37'3" W5-N1 .6'0" 2'9" 10"b" 4 42PO" 23 3. •W6-.N1. 6 /011 316.11 10'01.4" .5250 129611 W1-N2 610l1 2)W' F 2.1.. 411 .2x, !.11, Pi H W2-N2 6'.0" -2 X0;1 2./{ '.4F,1 1� .4 ! �I •2ji4,r W2-N1` &P. 0" 2_''6'" 1010" 4 u - x,'R 58 1.!011 W1-NW1 6'0" 2'0" .2''4" 411 2/p1, 6'8" f a ! a a .,•. ! a , N .- .'.W1-E-1FRCH 6'8" 3'0" 10 �0.� _ 4 - 5 �0 « .610" ,0,1 W2-E1 1' p 3 0 -10 0 4 .5 0 .'6 0 W3-E1 7'8" 6'0_": 10'011 4 N 5 l0'H 3,PO 1 W4=EI:FRCH, 6'8". 2'6" 10.'0" 411 5!0'11 6!611 W5-E1 110". 2'6 '1.01pu 411 , -5'011 6v6l' W1-E3.. 6,0.11 3L!'N 2'4 411 4'011 13',6 i•j: I -L ,O 11. 3'C`��.' -•, _ 2,411 .411 �8• PO" . •.q'6" W.l-C3 .�:(.%r0 11' ij , l.O' /j 1� .. .4 11 12 710 - , 6 11 W4-E3 `6'0. -2`;.4 �1 411 12 0,, ;5.96it W1.-E45GD 7 8 9 0 2 4 4 20:;.0, 58 0 '- W2-E4 .ii'0".. 3',O« ,2.,4H 4" 10'0" 7.4'0" , W3-E4 6l0.1 '3'0" 2'4" 4" 10.1.0" :74'0" 1,.0'" VO". 2,4", 4a+,0" 210N W1.-S1.' 6,-0 a. •3,0 a 214" 411,: 4'0" 11':6" W2-S1 6"v 0 .3'0",'. . ". .2 4; .. , 4 • ` A4 :0 .. V6" , W-cit 01" -3, 0.2:!411 /1 H.. 14l011 1 0 6 /1 Wl. S2 `6100 310" 2.'40 411 1?'.011 14X011 W1 S3F.RrH 6 8. 3 0 > .2.5 .0 4 2 •0 510 ,0p2 4O.4_ 478« 69c,',.p4W1'-W?FRTDR p" 'W1'-W2 1 £6�0„• 2'00' 2411 4". 5011 711011 W2-W2. }6; :0 2'0" 2. 4 4. : -,7 0 69 0 . _W-W2 0" .2 PQ"' . 2.4N 4« 9'O" 67':0" . . W4-W2'- h>.p« 2'1pa 2,'-40 4N 3111 7�"p" , ! N " l i p f N- W5-W2 --00,0" 2 0 2 ., p4 :.4 S. 0 71 0 W6 W2 .:, x 6•pp 2100 214" 411 7,p�1 f9'0" �r 0 3pr,W2 Y4 t x ' 'o 4 76,N W0a 9 0 768 0l0 a 4 4 ; 0 FINS Left. Fin' Right.' Fin ----------------- Fenest.rat Ext.en Dist Ext.en ,Dist °Fin FLn shove t.o F1n Fin abnve to yl }-=."7=7a777717 glz=ngk glz-ing D�p.eightWidh epthHeitName - glzng 'glzt zing �rs a- y- NCinP �St rh rk wK 7 v y g kro r �{y ¢ s ttY • s�rn '4'q'i., �'! i.0. �`:� - - ,i n- ...5 .', "- � s ,+ •xs +4 taiti� a�r'�` j. t a 0. rMPUTER METHOD 'SUMMARY yPagP =5 r g. ,r 2R Rr,� oect fit -In: MENKE 328w ( BASE CASE) . Run `:r3 5 ;2R '.JU1 98 THERMAL --MASS Vol Conti - Area. Thck Heat: duct. constrUntion' Insd ; Mass Name (ft:2) (in) Cap ivit.y Type Rva.1 Loca.t i.on/comments Zone = B/R.AREA FLR-SI.-B 65.0 3.5 28 0.98 SIab140E 0 Gr..ade ft_R-S2-8 3.5 28 0.98 S1a.b140C 2.00. Grade Zane = LVG.AREA FLR-S1-L 554:0 3.5 28 0.98 Slabl.40E O'.Grade FLR-52-L. 1243 3.5 28 0.98 S1ab140C 2.00 Grade TMJ. 21.41.0 1.0 19 1.04 Tile 0_ Int.erior / *SHWR, TUB AND TM2 . 135 10 :5 .0 22 0.47 -Brick 0 I nt.er l or SOLAR GAIN DISTRIBUTION Fenest.ra.t.ion Winter ,k\ Summer Target.t:e.d . -Name Fract.ior ;'. Fract.i.on Thermal Mass Comments ------------,--------�--------.------------ ------------------- ------ - - - 7- �,HVA(-t SYSTEMS Duct. Location, System `Name 'System Type Efficiency. anal.. R -value Zone S/R.'AREA r GasFur n :80 Fier ni ce" 0" RO ' AFUE Ata is . R-4' 2 `Ar13 5 =1 Air Gond. -- cent-ral pc kg 13..50' SEER Attic, R-4-2 Zone = LVG AREA i G?sFur• n : £;b Fur nar A '.0,.80. AFUEr At.t'io R -4 2 f Ar13 0 `"� Air no_nd -- ce'nt:r1• pckg 1'x:00 'SEER Attic -'R-4.2: -:.. a 'WATER'- HEATSNG SYSTEMS .bis - ih Water. Water # �f Eh rgy Volume Wrap System. Name Type .HnAt.er ;Name Heat.er -Type Ht-rs .Factor (gal) R_val GAS 50g } St.Rndarc! STD GASW%H50 Storage 9AS 1 0 h0 50 0 1 r GAS 40g,'k' {StanciArd STD GASW/H40 Storage gad h 1 0 �1 WATER' HEATING SYSTEMS .MISc' ' S�l.a.r Ga.vings. Sc lar system Woos! -:strive . Wood st.6v �yst.em Name f fract. ion:::: t.ypP boiler? hoi ler Pumper -t GAS -5 0g ' No o 5 40g No N� k i '4„�� y �` i' r�Y'1•,iFvS y !!~': �t aX 7 � .L. i .Ij T+j J v-st'4 -�C�Li. ,��t tr .rYf-s 4-S � .t r �1- ' 4 s I.; �T S =:Cr t3 ✓. .� y3.; �i rT� ,�`.' !; l f -• Y r?.� t`�� .�y ''''p..4y' f � +.Fs L�'•., 5.. �^ ''`t, n W'l 4J...fi �V� �-„ "�"`4� `} ,� �•s� 1��.:A.�LE �p � K. COMPUTER, METHOD St IMMARY w PagA t fit[ s r Project Title MENKE 3328W (EASE .CASE )', Run ��� . 2�3 Tul WATER: HEATF...R/BnIL.ER DETAILS Rated pilot. Water., Recovery InPUt.. St;a'n�hY Tank: Light. Heater' .Name Eff i.c�.ency AFUE ( kRtLCh) LEss - R_valUe. { Bt.i►..h ) STD GASW/H40 76% -- 35.00 - --. -- STD .r_,ASW/H50 76 0 -- 48 .00 HYDRONIC DISTRIRt_lTION AND TERMINALS Pipe, Pipe Insul. 1nsUI System%Name Type. Number rUn ( ft) diam (i'n) t.hck_( i.n) R-value _- -------------- ------ - --------------' ---- - -- - None_ SPErI•AL FEATtJRES , - .REMARKS , AND NOTES 1 THIS HOtisE HAS BEEN REVERSED FROM ORLOINAL_` ;T-24 *,CAL_CS;. 2. Zone 'L,VG` AREAon,' has nst:anda.r.d .internal 9a•in,of 45505 Bt.0/day.. 'The sta.niard w1ue. for 't.his' zone is 37124`,"Btu/day . 3 'Zone _'B/R,. AREA'. has non st•anclard .nt.ernaa. 9ai.n bf 4341.5 B'tLl/daY. The st.a:rida.rc! . va lue � for this '•zone is 32796 "E�t.ulda�y . r v G t r _ 4• 'ts Tr, r p r = 1 1 ,l3i ss g �"J r 1 s - t • L S i t �y �1 r �s•�:; ��,r�s ...{ C�� ° '�. f ) ,'f y �� i�d Ifr.. 4' F,1 .,; *J�y",f, i'l' r1"�'�' h�"'S�.�at•�.rx '�k .i� i,ri��`S; tii.,+�..� ..'fry p...�a�v,e,+,•�' �'i3�� k� A�;-'�'' W.�i1�=ro f � ,�r�'.3FPr`�i f� � y�',LY' t r t{� � �s 4 � r i`�. �, � s +, � k �� t5"m5 �xr�ox�i+ 1 -; r 1 r• � v '� .ir a �� i :i .r '` r. r t x. r,' a � i "� � '=5) / ;'. "� •'rt � y A,l:k°^J 9r' .Y_k c L. . .< t � r [ � r t '-4 .F; F F" � _ ` ➢ y y � c '- �' a s x ,r � ; r r .� r t� s _ ( i..�l � fa •r �i Y � �- r �i"t� ���'+� "z �, ~ �., n. )1 X ti `ki ,w� J r Yt 't r S + T , {+ F 1 Y . i -.1Rt 1(9 �,.T 1 �� i ur � - arf 'f •` f '.' � S, ,I P R .F ...rf `b,,t ti#.• a b-^ a��' lL t , t 2 � :� . � _ry [ ' � Y � n�. ` h Y e tw s kK� 4�;y "'`a #.� .. ° s, a i. �1.3 4i,j..^4 l3 �, � "+� ,�, r� Y trc `. y *v %+sir . �, ti ? . , ; s r � •� � `3 .� • j '' MANDATORY MEASURES CHECKLIST RESIDENTIAL Page 1 _MF 1R 1. Project Title.......'.. MASTER PLAN Date....---_-__O1/01/9.L 1 Project' Address....... MASTER PLAN' - l.: CHICO, CA. ; �, Documentation Author. BOB METZGER 865-9688. ; Building.Permit-#.; Company.. . BOB-METZGER 0 D S ; Telephone....:'.... 865-9688 or. 342-9688 ; Plan Check /"Date ,. �. Compliance Method w�lref�'/Lc. 'GmM�u. ; Field Check/ Date.; Climate Zone 11 i------------------------------------------------------------------ ---� Lowrise 'residential buildings:: subject to the Standards must contain :these, measures regardless of the compliance approach used. Items marked with "an i asterisk (*) may be.superseded by more stringent compliance requirements listed. on the Certificate of Compliance. Whenthis checklist -is incorporated into the permit; documents, the features noted shall be, considered by all parties as., binding minimum component performance specifications for the mandatory measures. whether they are shown.elsewhere in the documents or on this checklist o y. BUILDING ENVELOPE MEASURES G ; --------------.-------'Design - n�f�o rce-- ,'. e,r, `..-I went *150(a): Minimum R-19.ceiling.insulation.. Loose fill insulation..manufacturers labeled R -Value: *150(c) Minimum.R-13 wall insulation -in -framed walls ' (does not ape ply to`xterior mass walls)., *156(d)f Minimum R-13. raised floor 'insulation in framed floors;., minimu6-R-8 in concrete raised floors. 11 150(i)E Slab-edge.'insulation'- water, absorption rate.no greater than 0.3%, water vapor' transmission rate no greater than 2.0 perm/inch. 1'18:.Insulation.•specified or installed meets-.CEC quality, ;standards. Indicate type and form. r= ;.'116-17: Fenestration.Products, Exterior Doors and Infiltration/ exfiltration controls i al; -°Doors :and windo,ws.between conditioned and unconditioned: spaces designed to limit air leakage. b. Manufactured. fenestration products have label with certified U-yalue,;andI`infiltration certification c: Exterior :doors and windows..weatherstrpped; all joints: I 3 and penetrations caulked and sealed.,' 150(g) Vapor, barriers mandatory in. Climate Zones 14 and 16=` f: .only.^ 150.(f),: Special infiltration:barrier�.instalied tcomply with o • Sec. 151 meets•:CEC quality'standards. ! 1' 1'150(e): Installation -of Fireplaces,',Decorative'Gas Appliances s and 'gas logs t t ,1 Masonry and factory -built fireplae cs have e. Closeable 'metal. or glass door -'Outside. air intake .with damper and control` �� +' J, _ - ' r Flue damper and:, control , i; 2 No continuous burning gas` pilots elloWed+ E �� [, '^ �; ,: 2.x. 7,y R o l S 4 �1 s A �' b �±,-i-� X13 ,k�';-� �,'; �"•i ^,N ra - - �a,� -� f �} •. 6: 'c_: i�-s Y•'' �.�k%, .1 .� 2 . r '4k -. ` s ,a r . z + . + 17. 5 3'1 1 L°. 1.;3 .J +, " .. f- 7 S �`, �'�T -4✓ .i ?�:' 1: + _, ,g. v ,, y / r y a .i i .*.. 'S ' -f' t '!..- i A ' }:. a •'i 3 S f .•'�' f .110-13: HVAC equipment; Water heaters, snowerneaas ana faucets n certified by the CEC. 150(i): Setback thermostat, on all applicable :heating system`s. EL -ll, 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater.`) of' combined interior/exterior insulation (R=16 or greater)}_ 2. First 5 feet of pi recirculating tirater heater, tank., none - recirculating systems, insulated (R -4 -or greater).. _ 3. -All buried;or exposed piping insulated -in recirculating sections of hot water' system.'' 4: Cooling system piping below 55 degrees,insulated.:: -5'. Piping insulated between heating source and indirect hot water tank. *150(m): Duct's and Fans. 1—Ducts constructed, installed and sealed..to'comply. with UMC sections 1002 and•'1004; ducts insulated, to'a minimum r installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft'or automatic dampers:' 3. Gravity ventilating systems serving conditioned space have either automatic or'readily accessible, manually operated dampers. 114: -Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency,. on-off switch, weatherproof operating instructions, no electric' resis.tance..heating and no: pilot light. 2. System installed -with:. - s' _ e. At least 36 inches pipe between filter and: heater for - future-solar'heating. b. Cover for outdoor pools or; outdoor spa. 3 :Pool system. has 'directional' inlets.and'•.a'circulation "pump -time switch.,: — :115. Gas-f-ired'central.furnace, pool heater, spa heater or household cooking appliance have''no continuously burning ; pilot light (Exception: No cooking appliance >. :with pilot <-150 Btu/hr.).b • LIGHTING MEASURES -------- --- Design- Enforce- er ment 150(k).: 40 lumens/watt or.greater, for: general lighting.in kitchens ,and rooms .with water,closets;,and-recessed ceiling fixture s.IC'(insulation cover)' approved.. ATTR -O 1: Be, aware .that..glazi *g units (including':doors with Alass) 'must. have permanent;`-NFRC 'la`be1s Glazing. l•ab' l's `will be .1 1. A checked against -the•-Title 24 �calcul'ations•.'at the- time of.-'fram'ing t ,! 1 inspection.;. •If the insta'l`led U -value is'of .a. lesser :value'',the.-Title' ^ �. 4 t 24 calCula_ tions must'�be .redone, .,and appropriate changes made -to the structure (e.g. , this- may include •additional .insulation, addition of t , screening�..devices, reduction of wifidow.. sizes, :etc:`) a Note that an Installation Certification Form CF -6R is,.required to be { ..� tIL:4� posted at the residence• -proper •to the ,issuance of a .Certificate of t f" ` Occupancy This is 'in a`ddition''`ir0 "the Ln`sulation: Cert ficate { t P IF APPLIES GENERAL NOTES` SHEET -E ' 1, ALL PENETRATIONS THRU THE BUILDING'ENVELOPE (CLG. WALLS AND FLOORS)Tb FEZ- CAULKED, SEALED OR WEATHER STRIPPED. SHIM: SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE JO. BE I NSULATED . 2`. ALL'•EXTERIOR PANELS EDGES TO- BE -CAULKED:,; ANY. ACCESSESS. TO ATTIC SPACE OR.CRAWL SPACE' FROM CONDITIONED: SPACE " TO:"BE FULLY :WEATHER STRIPPED 4. EXHAUST 'FANS TO HAVE. BACKDRAFT DAMPERS-." 5. FIRE PLACES TO,HAVE."a) O.S. COMBUSTABLE AIR TO F.P. BOX W/.MIN.. DUCT CROSS-SECTIONAL AREA OF:.6 SO_:', INCHES b) DAMPERS TO 'DUCT ACCESSABLE FROM INSIDE F.P.AREA c) FLUE DAMPER -TIGHT -FITTING 8 . READILY ACCESSABLE d) TIGHT NG F.P. DOORS OR HEAT CIRCULATING ` DEVICE.:. . 6, A/C, DUCTS TO BE. INSTALLED PER VtOj+ U.M.C. "8 INSULATED 0" INSUL. 'GAS; EQUIP:") '8r 12" INSUL.-HEATPUMP. EQUIP.) 15# DENSITY, TYP;.. R , Tl4w.• • 7; MAIN LIGHTING SOURCE IN ALL BATHS , 8 KITCHEN. TO BE FLOURESCENT OF r 4.6LUMENS/WATTS OR.GRATER: FAUCETS .,& SHOWER HEADS TO BE :WATER SAVING TYPE 8 CERTIFIED BY C . E . C ."' - g W.H. TO HAVE. a). V-6" - H I GHT PLATFORM. b) . VENT THRU ROOF. c) ADEQUATED CONBUSTABLE AIR VENTING. d) : R--4 INSULATION -5'-O' TO 8, FROM UNCOND. "SPACE. - e) R-12 INSULATION WRAPP,.ING 1F 1,;1.1.D tU �p B�! t�IANUaLTU12. �� f) R=4 INSULATION ON CIRCULATING SYSTEM g) -CERTIFI'ED BY C.E.C. .10.: GAS COOKING 'APPLIANCES NOT 'TO. HAVE CONTINUOUS: BURNING PILOT LIGHT. 11. :A/C UNIT TO]HAVE., a) SIZED 8 CERTIFIED BY C.E::C. b) SET -BACK THERMOSTATS.' 12. '.INSULATION INSTALLER TO BE CERTIFIED .BY -STATE 8 LOOSE FILL INSULAT- ION TO'HAVE MANUFRS,. LABLED R -VALUE' 13 BUILDER,TO SUPPLYJO.OWNER.ALL INFO. PERTAINING TO THE OPERATION -OR TREATMENT OF ALL, APPLIANCES .,&'DEVICES RELATED TO ENERGY OR 'WATER USE '14- , AL.L• WDOS @''.GOND-I TI ONED °SPACED DUAL. =PANE . ,. DOORS 8 . WDOS : - TO BE FUL LY "WEATHER "STRIPPED Y ' 15=CAULK ,BETWEEN BOTTOM PLATE AND CONC.'FLOOR. a 16. PROVIDE ItVSULATION..BAFFLES @,' SAVE BLOCK VENTS.. k �; 17. .USE ELECT:"OUTLET GASKETS :@ O. S:. WALLS ��. WATER ",_ HEATER TO _"""HAVE P -T. VALVE WITH DISCHARGE TO OUT SIDE. r a 19. .-REF,., FRZRS. `. FLUR. LAMP BALLAST TO BE CERTIFIED -'BY C. E: C. CON TRACT .OR ,O.WNER TO SUPPLY -MAKE -AND MODEL. ,' y ,1 .Ls�.*. Iy 4 3 r � * �r (' • � x � F Erf1F s �:t� 4 ,t• C )'M� _ �'� re '. ` i , p ii 1 t i � a r. yt� z 15. '.� , '4� r ,. 1�." JF��,',.» ' €s r L ! g s�+y;,., R>r ` h ' "°.a'v � t'. ` f ° r L;' { � ': 2 y. Y1 �. }.'��ty ..•,�.x, +J � i' .w. t S t . ` _ �'' • }, ;:Sifi�"�?'r7« i;., ' +-•.ar'^",�;r� 'w a ^"„fi:��,;�"�1" °�"�����{i�y+ v �� �y$�`'�E��''+ ,�le'��;;� a :;. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One.form per Building) School. District . C> Building. Department No..', A.P. Number u a -�j� (� (j �� Jurisdiction City County F i « Pro e ,.OHvner Pro anyLocation/Address Subdivision Lot No. ti t�I Residential Development Sq. Footage No of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial ,7 b Sq Footage >1 RCJ't,,t^"`'^ z i"`^�{'��3''n'Ssi''Y +-'� S . ' yy{ t 'New- At"Addition ` ' (Including Eztenor - a.t Roofed Areas) ' uildg Department Representative Date .(Floor'Plans reviewed School Distnc't"�Bersonnel) 1 i i SrDistnct Identification No Q9 A �'t,.r �" , f' fly �` t° ' f- 1-.' `' r y. i` h. . .4n r ; a r : �a'°'rir . �' _ L � •, �� �3 J Dr.i' 'School Distnct,certrfie§ that er y �� r (Street Address)` (Phone-Number) (City) . (State) (Zip Co e) has complied with the requirements of Resolution No. �p_5.r%-1 �j by payme�nt'of.$ :,. representing square feet. B 2926 $ ' LL,MITIGATION $ y School. Di rict Representative Date Paid by Check # 3 -Remarks: .' Notice: You may protest the imposition of the fees ideritified above by submitting a'.written protest-to the District, in compliance. with Y =ti'Government Code Section 66626(a),,wtthin ,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 a { ; 1 Ifz sutisequent;to the'School•;Dlstrict Representetivesignmg this Butte `County Schools Impact Fee Certrficetion Form ;the School District is 1- Ai6tified b'y the'appliceble Locel.Planning Agency that'this project la being reviewed'under the Cabfornia Environmental nuality Act:(CEnA) this may'be. sub act. to eddhional school"fees to . J fully'mltigate.lw inpact on,the'school district's scliools . White` (applicant) Yellow .(building department);:, P--ink (schooG'district) feeformxls't2/s7ldmm r{ F ` a,, -CERTIFICATE- OF 'COMPL IANCE •Reaident,ial " Page i ryF >G1'R ------------------------------------------------------ ---------------------_-- Pr�e�t Tit 1R- MENKE '328w (BASE 'CASE -Run: 3.55 2A-.7u1=9R ProjAc t A Idress .� 'LOT 17j" BIDWELL -AVE. ,MENKE 3328w (;BASE." GASE ) CHICO, CA 95926'. Ru.iIding Tit Ie: MENKE 3328w, (BASE CASE) Building DOcument Author: • BOR METZ:GER'd :TelRphone 530-342=9688 �r A65 9688 Plein c ck / ,Date COmpliRnc6` Method: CALRES2'�.VprsiOn. 1•:.31, Field -Check / Date Climate Zone: ] 1 GENERAL.: INFORMATION Conditioned Floor Area = 3328 ft,2 Building: Type: SMSingle Family 'Detached Building F -runt. Orient.ation: 270 deg (West.) Number- of- _Dwelling Ailni,t.s: 1.o0 f Flor;r' Construction Type•:' . Slab on grade BUILDING `SHELL INSULATION .Component.', Instil Assembly Type.. R -value U -value Location/Comm ents ------------ ----.----------------------------------------------- - Wa11:. 1.3 0:088 Outside _ HOUSE WAS ROTATED FROM ORIGINA •Wall 13 0.088 Outside.. Ceiling 38 0.025• At. t.i.c - Fl )or 0 0.722 Grade 'Floor 0 0.295. Gracie Doorti 0 0.330 Unconditioned X' WA. l.. ,13 O.O88 Uncondit:'ionerl • slab Perimeter: 0 0-;900 Outside Slash per imet er 0 0.720 Out si de S1A.h Perimeter, O '0:550 11n�Ondit.ioned t Slab PArineter. 0 . 0.500 Uhnondit. oned .FENESTRATION '1 ! Area_ -U Interior` , - Exterior Overhang .'Frame Orientation (ft.2) value Panes Shading - Shading An Fins Type Window South Y� 11'� 0 0 5301 ;2 : Stiff DrapR Bug Screen Overhang Vinyl 4 ` Wi.ndow' Ea t 235..0:0 530 2 Stt Drape - Bug Screen Overhang Vinyl Wi:ndciw` North< �ti84 O.'0, 530 '` 2 ��tStda;Drap l! �.ug ScreenrOverhangrViny;l, sy s Wirndow` `j East pig 36 `7'' O S30 ` �'2uMySt d Drape j:NOne: a } nOverhang z:WOoc!� Window East �a x '� 0..0 530 ,2 t, Stiff DrapR ' None Overhang 4 Metal WinciOw' ,,Est s {�.^;�� 2 5 ,0 50 'r2.�St.d Drape allon� - Ov ang `Vinyl�' in + Nort hyy' `; 20 0 `0 'x530 a 2 is Drp�s ,'None .W�od: W. d, Nbrt h 1� c , 0 ~0 50 °2--St.c1 'Dr A Nine iii _ est �S ` delay t 5 0 -2 Std: DraPA No: �'� ��. I Vinyl :Winc.oW W 2 7 ,0 q �?, rha g ;Wood Window Weftr ` 90 0 0 530 2,, Std Drape E _ ,� v hang Vinyl W.nci�w. �WPgt`7rY �'� 0 -0. 0 ;2 ' Std Dr,�ipe �s 0, -than Vinyl ' ? • • Y r �.tr'-.�r 1 k� �,'�} �. v� � � � ' 1'E� X ��. �'`nt" yP ��t ', �... r} '�8 y "fir t fi.:; f,� ,�,'E n. �, r'_ r ('.ryF'h..t "7i .,?7 {- 'k a ,Zt •� ..3f- ay t l^ , e if�- . .. .. x- �'.`�yr '� �� e o x" L - y '• . ;; < �- 3 Y h , l �, V :. L �;r.- t . ..l :j . ,, � ' - ' 3 CERT:IfICATE OF COMPLIANCE: ReGident.iel PagA 2 C 1.R P.ro�A�t. Tit.lA 3328w ('EASE CASF) Run 355 28Tul j9S MENKE -------------- _______ -_- --_-_______ -__ THERMAL_ MASS ArAa£ -Thick "pose ? ( ) ( ) orat ion/CQ P_, t s Type :Ex d ft2. in L mm n FloorYAC h19 0 Floor 'No 2709 3_ 5 Grade I nt.ma.ssl Yes 214.0 1 �.0 Interior /..SHWR , TUB AND, COUNTER. I nt.ma.ss1 Yes 135.0 5.0hnt.er for - HVAC.SYSTEMS Duct. Location' .. Type . -Efficiency ani - R-vAlue . F�irnace :0:80 �AFIJE Attic -R-4 .2 ' Air cond. -- centre -1 pc kg. 13:50 SEER � At.tic R-4':2 ' Air . cond'- -- :central P( --kg, 'I3.:00 -SEER Attic . R-4 .2 `WATER HEATING SYSTEMS Di:st:rih Water Water # of Energy Volume Wrap. System Name . Type H'Aat.er Name Heater -Type Ht.rs Factor. (ga.l )' _ R-vaI 'GAS -50g Standard STD .GASW/H50,, St.oragA gas I, 0.60 50 -0 GAS=40g Standard STD :GASW/H40. 'St.orage gas 1 0.61 - 40 0 'WATER "HEAT ING.,SYSTEMS MISC' Solar .savings ,Solar eyst:Am Woad stove ..Wood --;to :- System`NamA "fract: Titype boiler? hoiler pump? SAS '50g � s - f � Nn }, -- `\ N�--- GAS=4pg °;, - - No No ' WATER HEATER/BOILER DETAILssl° Ra.t.ed Pilot { �Wter RAcov9ry Input Standby tiTank Light i d T { HAs�ter}`Ns�mA'EfficiencyAFUE ";( kBtuih)'LossF<�R value's (Btuh) <r� f N - - c:.. -l2'sc WS-•.vSSa. -t 4 -'i l -^y, 'iT ^Y,=r �+ z L •'f yiEi.j `' " t.,, s;i5 ,. "+' r 6;r„ ,L - ' STD 6ASW/H40 �STp GASW%H50 ��,��,7i f� h t HYDRONTr DISTRIEtUTI� SystPm/NamAZz'YPI NnnP x , 4 4 "t i y : r•� f P'. f t•�? 4 f � .! ..r�i�y„�r 4w` ytsM4,.fir �h-�%2S ,i•tl°'` �,'�Yi,�},a.�� a h„�,�,{� { f'R. < T-��f'Z'-t29'�'-..} q i "�• i..'r }. ,•a1t! i'� .: � i "�.` z1' .r i `P vi' S'' f )N AND TERMINFILS Pipe 7 nsu if I nGu 1 jf `;NumhAr run (ft) A.iam ( inj th�-,k (in) 'R vaIuA � 1 .. �+.>>' �',e4 �:a •r n�L'�: X , :.:� r� yr� �. r f' "�i., jy. �' t.t'�' } f.�ir�`�..i ,' p r` e — — t-h�- � � ,,.3 n ,� r 3�� ')'fs'ear,r �.: f••.-1 7 �.7 :F' hY .� tion :aY ct�'i'-.Y ,. sir as.- � .,'t"�c � �f�,ti �sa.f „tar �•r;� t. y� �Uti. � '1 r r r � �. �L f. L •t Y _ �.. e .7..u;` � �.. :F 1 „� ,��,, j. 'C y� .�7.'a^`'':�i, y ��-Mffz} `�,f�'b A :�-e i+ .,.r .� i.? ..�. 'ti .,•� rtty vY •i'}..F -. `.a �4 y :'} �S'i�•��57 �� ti r ter'=. �+ � �, h:.: ^s �a r zT�+ F Y, Z Pa ... ..... .. S 'E MENKE 28W BAS ASE A Wjpct.7 T,�t - - - - - - 7�77- S 5PErIAL.,FREMARKS, ES;,, G I NAL'- T'�'-2 4 'C A Lln'.~ .'fkb1_)5,-E.HA5.• --BEEN-. REVER.�ED, FROM QRI S'' 2 Zo n r- ""LVIG ARE V' ha's 'non kla r -,d* internal er.nal a y, I " J. He v tandard,a- k 1.)L 4- for this..zon- Js. 371-2.4 Bt. 4 y 3. Z ne`B/R AREA', ha snon-st.RnHAr'tl,.-int-6rnAl:gain of 41. Btu/d'ay 32796..Bt-U/daY' tandor ard 'VaIU6 f J -his zone, ---------------------- 7 --- - - - - - -- - - - - - - - -- - --- ------------ oHpCIA hNC E,, -i s an e 0 n" f d 'P t f L di nq features fyt 0compliance. ` lists'' the b tile, �pAcif cations n6eded.t.n.comply." ith--th#�,E6ergy.<Standards in .Title . 214 ,'' the California ' Re!gL( lat d Admihistratjve lregLAIA * t-1,6 n s,. - - `- to Imp Am h* Thi P. s'1-?6rt-1f-icate.- has bpen, signed< by the 'individual �with , ' re'sponsih -i -c�-rtffic f of -OMP I i a n6e.., is', s --'mitt' 'd il ty When this_' j 7. . k . ng n t:6 ':b I e bu. 11 t. -i n. '-ipD-,, orientatio'hs-, a;'ny, sKad_JLnq-,,'-,`_.1 for -�A•c� e' bLJ,1 Id Ing, ALdt em -a r kc-- -es "I o�a i (t r t. hat is V �ir 10 cl 14 s I n d i ca t i,- d i n +he.- spe-c-i"it'I'Ferat-Ure-S ;.'R i4 Tid. Not. E N T AT 10 W-14 Of H OR DOCUM _S_ ILL: LINDE MENKE -METZG BOBMETZGER D S '7, LINDO CHICO,' --rHIC-, "1945 -7342 L .1 # Date 40'ni6d i4n; ".E .0RQ ,:.-COMPUTER- ------------------ OMPI.ITER .METHOD SUMMARY'.Page 1 C 2R Pr`o - ject .Tit ].e : MENKE 3328w (BASE CASE )F -_ °` `Run ` 3'.5 _5 2R .Tul -9R Pro'ject:-Address: LOT 17, BIDWELL AVE. MENKE :3328w (BASE CASE) CHIC(X: CA 9592 Bu.i.1d.ing'. T.it..le: -MENKE. ,3328w .(BASE: .CASE ). Building Permit.. '## DaCumeant : BOR METZGER. Te'lephne: s 530'-'342=968 or `865.=988'. r. r. , 'Pla.n-f'FhPr_.k.% 'Da_.t.e Compliance.-Met-hod: - CALRES2,'Version ,1 31,x' F1A:Id .Check•/..Dat.e Climage Zone 1`1 = _______________= ____-_--------- ENERGY _ -____ENERGY USE SUMMARY ('kBt.i %f t.2-yr.). Energy Use.' Standard 'Design Proposed .Design _ _ _ r Space H6at i ng, 19.48. 18.33 ;Space Cooling 10 99. 8.9? , Water ,HA ting 7.R.5 9.35 ------- -------- Complies To't al 3R .32 36.60 . Yes :GENERAL :.INFORMATION Conditioned Floor :Area_.: 3328 ft.2 Bc►.ildi.:n9" Type: SFD Single Family 'Det-ached BVildrng Fr,ont:' TIenii. at.ion: 270 deg (West:)_ Number; of : Dwelling U n i t.s : 1: 00 71 Number'6 FloorConstonSlab,, on grade " . Number ',of :Conditioned ."Zones :.. 2 Tot.A.1 Condit Volume: 31866 ft-3., Condit.'3aned'<Fo tpr.int :;Asea: 3328,..ft.2 w Ground 'Floor ArAa 3328 ft.2 7.= "} ti 861LDING ZONE- INFORMATION _ Floor �r A Vent Vent Zone -` - -ArRa i�mA VolTharmoGtat. Height rea A: Name (f t.2) (f t 3) TYPP Type (f t) (f 2 ) ------- — _ --- B/R..AREA 1561 14049 Condi.t.ioned CEc'_Stt,ndarti 2'2'0° 23.:.6 LVG AREA ". r 1767 17817 ondit i inAd 7: StandArd 2'0" 28.9 }` C1P,AQ1JE' .ClRFACE._z �, ar ��', l S r/t ➢ ,.l 1 'q \ .h + - L --iy."r Y. Surface `, s ArAa U Ins1�Tru Slr'Construrtion Ty`T (fie) valu+� va PP RRn l ,Azm Tlt Gns',TypA Lo.at ion/,Commts n, - ZcanP 8/R :AREA <r, Wall' , 446.0-.04-088,1'� 1'80 ` 90 YAs: W.13.2x4:1f, nut. lde /,.HOUSE -WAS-ROTATE Wall ; , 107' O O 088- 13 ;fi 90 90 YAC W13 '2x4 r1F� �utsidP s Wall 200 Ow OR`A-o,13 * a� „0 90 YRs W1 W2x4.1.� :C1ut. lc�P 'YT" s - i k ceiling�µ�15312x4 t r.•Flonr�..:,0`S1aF140E, �3 GraclP Flaor146h 0 c0�}No',S1ah140r.^ , GrrdA ' Y, .°. e e, - '� 7 {•y.I ' t ,.i'.'`« s.yt--Y.-:t� z�' : ,i-c''�..,yd ',� :' X - �zr �� ,,,+' i �: �rY � R ,L`: a � i �'� y3t,? �. '�'"`� " �. - ',,; t,.;` k r r �-, t,''.Y � f COMPUTER METHOD, SLIMMARY Page 2 C 2R a Project.:Tit:lA.: MENKE. -3328w (BASE CASE) Run 355 ' 287-7O' ---------- ____---------- OPAQUE ___ ___OPAQUE SURFACES continued. Surfar_:e ":.Area.' LI-: ins). Tri,;; IS Ccnstrclr_.ti�n. { Type r ('.ft2) vaWe Rva.l Aim:` TIt., Gns Type,:, _ 'Locat"lin%c'cmmRnt.s Zone,- LVG . ARF_A. Door 17.R 0.334 0 270. 90 Ne 2868Wood _ .ilncondi't.ioneci Wal I,,. 189.0 0.088 13 180 `: 90 Yes' W13.2x4 .1E, Out -Side / HOUSE WAS `R6TATE Wa11 `1.5.0 '0:088 1.3 31.5. 90 Yes W1.3.2x4.16 Outside ' Wa11 259.8 0.088 -13 90- 90 Yes W13.2x.4 .I - Outside . Wall '327.0=-Q .088; 13 0 90 Yes W13.2x4.16 Out.Side . Wa1:1, ,,,649.3- 0.088' ,:13 270 90 Yes, W13.2x4 .16 Outside ;.'Wall 378..2 0.088 13 .270 90 No W13.20.16 Unconditioned 'Wall :15.0 0.088 13 225 90 YeS W13.2x4:i6 Outside Ceiling 1'767.0. 0.02.5. 38. - 0 Yes R38.2x4.24. At.t.ic Fl dr 554.0 -` 0- 180 No`Slahi40E Grade Floor 1243:0 -- 0 -= 180 No Slah140C, Grade' PERIMETER:LoSSES Instil. per.im6ter Length F2 InsOI Depth TypA, t. )., , Factor R-val. (in) L.ocat.i on/Comments ------ ---- ---- ----------------------- Zone =`LVG.FIREA -- --: -ExPosed . > 77.'0 ° O':900 0 0 OUt.Side , CoveAd 285.'0" 0.720 0 0 ;.Outside. r. ExposAd 8':O'" 0 :550 0 0 Unconditioned 'Co 12'0" 0 500 0 0 `Uncondit.ioned FENFSTRATI6N SURFACES L F Glazing - Fenestr-ation _ 'Area. Tru Open Frame 'Charact.r Name : Type (ft )' Azm Tlt , Type Type - , Name-Comments ZnhP =-B/Ri.AREA -- -- - --- -- -- - -- ---- - - -- _ W3 N1 Wind 8.0 180 90 Slider Vinyl DBLw/STD W4 -Ni ' Wind 16:5 ifl0 90 Slider Vinyl ` DBLw/STD K 'Wh 'N1 }E r7, Wrn'c�21-'0480..90 S''lidea Vlnyl '`' eOBLw/STD Y � � z� ti j:W2.NI Wind ]S.0180 90 SlidAr Vin' BLw/STD f, t W1-E4SGD 2t� nd x+9.0 90 90 Slider $,s Vinyl rF OBLw/STD W2 -EQ p�,Winc1 1R :0 .90-90,-Sl-idAr Vi*riyl' : DBLw/STD `b �:1,f� °W3 -E4 {'W.ind` 18:0 '90 .90 .Slider `Vinyl, r' ':DBLw/STD 3� W1 -S1 Wind 18.0 `.0 90`'Sl:irier.`'° Vinyl .-'DBLw%STD W2 514;, 7 -Wind x.18.:0 .:0, 90 Slider Vinyl DBLw/STp k. WlTid 18.0 ,y �,0 9� Slider Vi Zone :,.LVG `.AREA.- 90 AREA90 511dAr '61,180 .f.. N.,f yD_?..ti..". ,.W2=N2 � � in Lw/ TD „ p�� 12.0 i80 90 S1.idAr Vir yl ' OBLw/S.TD tfi ,W1-NW1 W1 nii, 12 °0 22254 X90 S1 irlAr Viny] w/S1D^� r , .W1-EIFRCH ; Wind', 20 .'O',90r' 90fiF1xPd Wn r` DELLA%FXD ; 412-E.1 :t WY nc�` �:`0 90 90 51:iciPr r' MPt"a1 DEzLw/FXDi�y"x� : .rte z ��'y�r rE: rz k• r 1 r 2v s 1. ^'r Cf?MPU.TER.,METHOD SUMMARY Page C -2R Pr.o jest , T'i t.l. e : MENKE " 3328w (,BASE CASE) Run • X55 -'2R Tut 9A FENESTRATION SURFACES cont.i nue! G1:azi.ng , 'Fenestration Area Tfu ripen Frame, .haract.r Name Type (f.t.'2) Azm .Tlt. Type Type' Name ' Comments W3 -E]. Wind 46:0 90 90 Slider Vinyl DBLw/STD W4-EIFRCH -Wind i6,'7'- 90 90 Fixed Wood! DBLw/FXD r. W5 -El- Wind 2.5 ' 90 .90. Fixed Vinyl ..:' DBL-.w/FXD W1-E3'W.i nd 21. , 0 • 90 90 ; Sl i d e r Vinyl DBLw/STD . W2 -E3. • Wind 21 .0_' 90 90 Slider Vinyl DBLw/STD W3 -E3 Wind 21.0 90 90 Slider. Vinyl DBLw/STD W4 -E3 Wind. 21.0 90 90 Slider Vinyl DBLw/STD W1 -WW1 • Wind 12:0 315 90 Slider VinylDBLw/STD W1 -S2 •,; ` Wind 18.0 0 90, Sl idea .,Vinyl DBLw/STS !' W1-S3FRCH. Wind 20.0- 0 '90 Fixed Wood DBLw/FXD W2 -S3 Wind- 3.0 0 90 Fixed Vinyl' DBLw/FXD ` W1-;W2FRTDR Wind '26:7 270 90 `Fixed Wood DBLw/FXD Wi=W2 Wind 12.0 270 90 Slider, Vinyl DBLw/STD. W2=W2 ' Wind 12_ .0..270 90 Slider. Vinyl,DBLw/STD W3 -W2 Wind. 12.0 270 90,�Sli.der. Vinyl. DBLw/STD W4 -W2 Wind 12.0.270 90 Slider Vinyl DBLw/STD W5 -W2.. Wind 12.0. 270 90 Slider Vinyl. DBLw/STD W.i,nd 12.0 270 90 Slider Vinyl DBLw%STD W7 -W2 Wind . .30.Q 270 90 Fixed Vi.ny1. DBLw%FXD . W3 -W1 ;' Wind 18.0, 270 -90 Slider. Vinyl DBLw./STD Wind 3.0-,270.: 90 -Fixed' Vinyl -DBLw/FXD GLAZING C_.HARACTER ISTICS Glaring Charact.r Glazing # of U SC Gls Ifit.e�ri�r SC Int. Exterior` SC� Ext. :Name- Type_ Panes value -Only Shade Type Shade Sha.de'TYpe.-.Shade DBLw/STD .2 0.530, 0.880 Sfi.d . Drape 0.780 Ru:g`Scrpen_ 0.870 : DBLw/FXD .:`Clea.r 2 0.530; 0.380. 'Std .Drape. 0:780 --.None 1 OOQt ''s'INTER-ZONE SURFACES r �urfce, Ear Area': Tx InGul C�nGtr�ictian r .: - ,af .j . _}t JFi. .x .s z ti •My. t , Q �ypeValUe `� Viii Type `.B/R :AREA/LVG AREA Wall: 427:0 0':386 0 W0.?x4.16 INTERZONE VENTILATION Vent/ High :x rr :, Dppn VAnt Height. ' Vent T.ypA �� Area �ArAa� diff 4 C�mmAntshai siva . —77 h?„x- .. r •n t ' , x r, r -. b E l '1« ^tx ar r NonA. h -y l` i i_:t4k � b - ` r _y'•,,..✓'r' rti. � f-�,' ,{ rA " k.;� ,..yv ,.r e! ?Y 4 �. .'b 1 1�+1�}i1 � ,h./. $, b':rrS +y. - 7• � 7.'t `� ; � lµ w+ - C}`� � "' r 4 {'. �F d '� }� :�y f:� � { `-R', r i f nMpl1TER METHOD'. SUMMARY:-. Pa.gA. 4 C 2R ProjAct. Title:' --MENKE' 3328w` .(BASE CASE:)- RLQn: 3S5 2R-Jul qR OVERHANGS Fenest.rat i.on --- -----=----= Ahove:. Left., Right. Name---- Height. Width Dept.h Glazing- Extension Extension ' __41' --��0" -- - W�-N1�.-=--. 10. 011 4:I� ,t 17'0" y 49'0" W4-N1. ! ,011 [7 z,9,,. 10'0" 411 2R+u11' 37':x° , ' "0" 1 2,9 10'OH 41 42!01, 23!3" - W6—NI.L!O" ". 3'6 10,01' A 52!0 12'6 ..- "H11 W1-N2 '01 2,41 A _,L 4,L x02 21 4 2,4W2-N? i- C .H , N 10 0 41� 6,R" `-851011 W1-NW16,OH 2':pH 2,4" 411_ 3!0" 2'0" Wi-E1FRCH b'8", 3'011 '•1.0'_0`" 4" 5'0" F.,O» , H W2-E1 =1. 0 , 11 '� 0 - , 11 10 0 •, 11 4 :: .5'0 ". .. 6'0" ' W-E1 7,'8H. b�011.:: 10.�01�• 3011 'W4-EI.FRCH 6'8' 2. .' 10 0 :4. ,011 5,0 b b } _ W5-E1 :. 1`10" 2:'.bc1 1010" 411 5,011 6.6 W1-E3 6,011 G,bH' 2'4" 4� _ 4'011 13,6H. W2-E3: h'O". �,�„ 2-,4,; 411 -R,OH 9,L 11. W3_E3.,'. L X011 C�',7, 3.A,I'; 2'4H 4H 12,0H �,'f6. W4-E3 ' 3'h„' 2'4” 411 •:12'0" 5,L H. 'W1:-E4SGD 7 $ 9.' p : 2 P.44 20'.0" 58'0" ,b.►0" 3.�0" 2 04" 4" 10'0" 74'0" . . _ 11 W3-E4 6'. 0 �.0it .2 '4 4" ;10+0". 74'0" W1 SW1 `. 0u ,'0 2'4» 4", ;�10" �,OH W1 S1�4N:�01. :2�4.M 4„. 4;0„ = 1.1� W2-Sl' :. �- 6` 0' . 3 O 2 :.4 4 14 0 1'6” ,11 ` 6 'W3-131'.,0 , 11 3 0 .. 11 2 , 4 » 4 W1 S2. �;,ON .�0;, 2,4.„ 4" 12,0N 14,0„ , W1 S3FR('H b 8, 3; 0 2.5 0 4 2 0. 5 0 '- W2 S3. r 1'0'" 3,0" ,,; 2c,_'.0" 4" 2'0" - 5'0" ! X ' W1-W2FRTDR •b..8 4! : 0, 2:.4 X 4 , N' R 4'8"- 69!4" W1 .W2 6,011 2.:011' 2'.4.0 4H _ 5 O ' 71 0 W2 W2 E� 0 2 ''0 2 •--4 4. � � 7 0p 69'O0". . W3-W2:' 6 ;F�.:O« ,21�N 1: 2,4» 4N` Y.9,,0» �7,0N " W4 W2 r F,.Q.». 2`,ON 2`':4» 4»•*0,» 71'0" W5 W2. 610r .2,0N 2,4" 4" 5'0" I' '0" 2,0M 2,4 4 O , 690 ,.0W6W2 FW3 'OM 6. 01O W 8,04 76,O«1N .1 2. 9 810N 76 N r rr j. FINS` Left. Fin Right, F.in - - -- ----- -------- - -- -- - Fenestration k Exten Dist Extgn Ci�st f ;Fin Fin �hwP tc Fin Fin t.:' ahevA to h Name i rHAight. Width C�epth Height glzng 9 zing Depth ,HPight glzng glzing ' a a p � �Fy �}.r ', , k" >•. 1 "i' s � � kt` . k� s n "} '� Fr COMPUTER MET•H0D SUMMARY F Page . 5 ..: 'Fr ojer_.t . T i't l e : MENKE '3328w ( BASE CASE) Run,: X55 2A -;7u 1 98 THERMAL MASS V' Cond= Area. Thck Heat. rlu�t- Construc'tio'n' Insd Mass Name (-f t2) (in) Cap ivit.y,-Type Real ,L:nnat.ion/Comments Zone B/R,.AREA 65 ,0 � 3.5 28 0 .98 Slab140E.. 0 Grade FL -R-51-8 . FL R -52--B .''1466 3..5. 28 0.98 51a.h140C. 2..00 .Grade Zone L.:.VG . AREA FLR-SI.-L 554:0 '3.5 28 .0.98 Sl;a.h1.40E 0 Gra.de FLR-52-L: 1243 3.5 2.8 0..98 Slah14QC 2..00 Grade _ TM1 214.0 1.0 19 1.04 Tile 0 Interior SHWR, TUB,. ANON TM2_ ' :.. 135 O 5.0 22 0 .'47 Brick 0 Interior. :: r SOLAR -GAIN DISTRIBUVI'ON . Fenestration SUmmer Targetted Name-; Frant.inri\ Fraction Thermal. Mass Comments No he _ _HVAC SYSTEMS -Duct. Location Syst.em Name System' TYpeEfficiency and R -value --- -= --- - - - - - - - - - --------------- -- :Zone = B/R ,-AREA.,` GasFUr-n :8Q Fur nace ` 0.80 AFUE Attic R=4 .2 Af°13 5 I Air cpnd - c:ent:ral pc kg 13 '50� SEER Attic R-4.2 Zone - LVG''AREA GasFUrn.--Bb Furnace 0.80 AFUE At..A6 R-4.2 AC13 0 Air -cond.-- central pckg 13.00 -SEER At -tic R-4.2 WATER HFAT!ING SYSTEMS _ D:Gtr.ih Watpr 1 Water t # Of . Energy, Volume Wrap System Name TYpA____ Heater Name Heater TYP.A- -- Htrs Factor _(9R1) R vel ------------------ 7`-. GAS 50g i ` St.anc�ard STD 'GASW/H50 StorAA4P 9A� 1 0 60 50 0 r GAS -40 ,�4 Standard `STD GASW/Fi40 SSt Drage ^"gam M�1 `' n0 (,,1 *t 40 Iry <y r r A y -41 t Y. .{ 1 d T WATER ,HEATING, 'SYSTEMS MIST �: a Solar ,ay.ings,; Solar :syst.em Wood stove Wood St.we' System Name :frant.ion type hoi_ler? boiler 'plimp? y x i GAS 509 �� e-3'< t r . ` No No X t fA 40Sys ,r Nn N� S N � " 4 •� PAM- G� ` � t Y E.<` � � ± ,q7• .� .,+�5 .i♦ t k''` _ T -it_. ^t�- S}d `�1i`.%yxit S' �, ••Y 1 ? :� � I - r. f h •'T'o �F� ti�e4 F w",. { , � •_, , Y7: -' a J — .s 'l Ar y - . 1 ,.: a �' +_ f kP , iT �iro+r4. ;- r.:, e.� t>. +s• r .. n �` rY. - �T•r �. � v' `'� .l_ � C ,t .;t� f „ '• Si -OMPUTER MF_THOD SUMMARY PagA ..6 3328w l (BASE CASE ) Run c 9R - 'Projeia T1t.1e. MENKE €------- '�55 WATER -HEATER/BOILER DETAILS. Rated" pilot. Water RRcovery `' Input. St.andhy Tank', t.igh.t Heater Name Efficiency AFl1E ^( kRt.uh) t bss R valltp' (Rtuh ) STD.GASW/H4"0 -76% STD.r.,ASW/H50 7l�� -- 48.00• --. -- - HYDRONIC.'DISTRIBUTION AND TERMINAL_.S Pipe Pipe Insul Insu., System/Name--- Type_-_ _-- Numher run_(.ft) d1a.m_(i n) t.hck-(in) R_value . - No ne SPErI_`; .ALFEATIIRES , REMARKS ;; AND .NOTES i. THIS ':HOUSE HAS BFF_N-_REVERSED FROM ORIGINAL T-24 CALr-.5. 2Zone''LVG.AREA' ha. n n st.an�la.rd nt.er'na`1 gain of 46505Bt.0%clay. The Gt,a_.ndA...' :.value 'for this zone is 37124 Btu/day. :non-st.an�la.rd. i,nt:Pr,na.l: .gain of 434-15 Btu%day. ThA i 4:.t.nrlarc� value :fo'.r t.hi� znA is .32795 Btu%day . --i'— 4 f —— — —----- ----- 4 * .. r SIN y Y r � •I f xa' ,; t - li °t` f - S t {?• rye �� i '• * � -4 �,-i `ccs Lt�T q y.• ,i,. `i" 1 t �.} �`}Ls �4 �i 'r Y W 1� R 4' •'l�Yi 'Y J, � 4 6, 7y,� "l t .} �i : � .11 .' w . ^� ` .' "V".;T"F+ ..s _S'A> w�� L '� r' �•! _ �' F f3 , ry �',� v-yvZ3 JP far 1 �• x ? o Y a i f "E C 12 T 'Y Y'k R4 -PA: Y u'i Y J 1 7` 4 '�°"• Y K S t T. . �R _ 1.� � k� � s `.t � � '>�r.� � i?.,v�7' � :, -s ,yZ yc - ^s.. F : �. f . 2 i r � t �• '• Y'' ` �" �n� •� n 1 -i� i,,, a'2• :EH. 3� y'., !` 2 �' i 'YYa^s`' r x- t s]•� ,a,E �� " � a �3 { �� -,� '.. F'ii JY t'� it 1.'j k .i1'.A �`'S"'�."�, ti�l� fi �n. �l,�'�4� L k! 'S,Y.� 3ir r3�"F J+ *1 i,1 } r7K} .r � [ y •3 ' Z i i.: n �'t y"�� '.�7 x '� r � �k �".�.� �.•� �� " ��� � J`, 'rr b �'� rte: •.1 �� fw:•w�. rr2��-.� �r 1 •+¢ � -•'" t ° N y % "� 4. tj�'�y ' ..,� 7 S. �<� ? F ',Ui �Y r.� ;, L T� � b t� r Ei t � •'•Y.0 `i'rl - Y r ^ 1 � '' ^r.: � •c�`t ;�'� � a��f Y �i' Y'7 -� •f 4 ' 3 �� u� Y 3�y`J'o• 3�y-1.' � .�' r e* U b � ,n : J� � . r" J :,,. ; t fti� MANDATORY MEASURES'CHECKLIST: RESIDENTIAL Page,1 MF lR.. _Project Title.. .... MASTER PLAN Date ;01/01/9 Project Address ... . MASTER PLAN ---- --- ---- - i .. CHICO, CA. �. t. Documentation Author ... 'BOB METZGER 865-9688 ; Building Permit. Company.. ........ BOB METZGER 0 D S. ; Telephone.......-...... 865-9688,.or.342-9688 ;'Plan Check /Date';` Compliance Method.....-.,Lo,lr¢, 0�7 '-:-Field Check/ Date ; Climate Zone............ •11e,.vryl h `--------------------------- -- --- - - - - - - - - - ----- ----- --- - - - - f� Cowries residential buildings subject 'to'.must contain. these x. 1 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. the features noted shall be considered by all, parties .as permit documents, binding minimum component performance specifications for the mandatory measures rwhether they are shown.elsewhere•in the documents 'or.on•this.chist o y. 1��`ai BUILDING ENVELOPE MEASURES Pes 4 _' - a n -;enforce-_ er ment *150(x): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. « *150(c):..Minimum R-13=wall.insulation.in framed walls (does not apply to•exterior mass.walls). *150(d):,'-Minimum`R-13 raised floor.insulation in framed floors; minimum R78, in concrete raised floors. +� 150(1): Slab edge .insulation - water absorption rate no greater i'than-;0:3X, water vapor'tran'smission rate no greater. than 20' ' perm/inch. .•.118: Insulation specified or installed meets.CEC quality - standards; Indicate type•and form. I 116=17:. Fenestration=Products; .Exterior Doors and Infiltration/ exfiltration`controls . a.. Doors and'window6 between conditioned and unconditioned i' spaces designed to limit air .leakage. >'Y b: Manufactured fenestration. products.ihave label with ' certified U -value, and i`rif.iitraton certification L. Exterior doors and Windows xeatherstripped;`all joints` -and .penetrations. caulked and sealed.' r� �450(8)i Vapor barriers mandatory in Climate Zones 14 and 16 A Y. ' " .150(f) Special infiltration= barrier installed to -comply with . i. ",Sec..151,meets!CEC quality standards.. A L150(e): Installation of Firepl.aces,'Decorative Gas Appliances and gas logs tir. �� }= 41 Masonry and factory-bunt.fireplaces have � + r { Closeable metal or glass door '• , £ 'Y }" --.' b Outside air intake with damper and control `f •P `` . r Flue damper, and control'', E l0 [- k f. 2 No cont°inuous'burning gas pilot's allowed f `. eft' u,i t ' �,�8;. ;y ! $r! -y � �.,� Gr �.i:��7n t._ `1. t}�a+A, rr W �c ss-� �'t"`a t t h,: '� ' • � -aF r.. ! k�: } JAS i •� �,�• ^, >Y .o-ta et` t a X� J r - lr y. }Y0. i'. •. y t<',`�� �[i , kt 7 ate"• a. � � lyN- �• r TS � ��t F� �� ; ✓k.Y ✓�-,�. � ' :+* t�� �� i-•1, '�. % ,.t�.'v et'�� .� h1; �—r '7 Cr ? E Fr y_.��+.v t".y � L ,1�.� r r `fir a y h{3r ' r t i q,>cj'^ x t •1rt / > �c ,. .+ rh ,Q l;,r. tt ft 9 .fc-,t . �' "`�`,; 4. t c - • f yy '.d'YE U. � �,1. 7..^ 'Y '. .yh4 4 1 'N� i � I• E' N � ^'�� ! `� -Cw. fir"' _ � .a �uo� 2 E�.•�- 2 N r ,.- fy 110-13: HVAC equipment, water heaters, stiowerheaas ana taucets 4 " certified by the CEC: 150(i): Setback thermostat on all applicable heating systems. A " 150(j): Pipe.and Tank insulation 1.. Indirect hot water. tanks (e.g., unfiredstorage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or;.combined interior/exteri'or insulation (R-16 or greater.).' - 2: First 5 feet of pipes closest to water heater tank, non recirculating -systems, insulated (R -4,6r greater): 3.. Ail- buried or exposed piping insulated -in recirculating`_ sections.of hot water system. - 4. Xooling ystem.4.:Cooling system piping below 55.degrees-:insulated: 5. Piping insulated between heating source and indirect hot water tank .-� *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed. to comply'with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within . conditioned space. ". 2. Exhaust fan systems have backdraft or -automatic dampers. ' 3. Gravity ventilating systems serving conditioned. space have either automatic or readily accessible, manually operated dampers. . 114: Pool and Spa Heating.Systems and Equipment 1. System. is certified With 78%. thermal efficiency., on-off „ switch, weatherproof operating instructions, no electric resistance heating and _no.pilot'light.` 2. System installed with: a. -At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Poosystem has directional inlets and`e l. circulation pump time switch. - '115: Gas-fired central furnace, pool heater, spa -heater or household cooking appliancel have no continuously burning pilot light'-. (Exception Non -electrical appliance`; r with .pilot < 150 Btu/hr) �l— LIGHTING MEASURES - _ 'Design -.Enforce er meni 150(k) :: 40 lumens/Watt 'or .greaterr .fogeneral lighting' in kitchens and rooms with eater closets; ,and recessed ceiling ixtures_.IC'(Insulation cover) approved; _. - _ E 41 r Be aware that glazing^units (includa'ng 'door's with must.:>have g z zs a sg ) permanent --NFRC 'labels Glazin labels will be ' checked aga nst the' -Title .24 'calculat"ions'at the time ;of framing ( inspection If the installed 0 -value -4s of'�a lesser value; the Title 29.Cal6ulat_ions must�be redone, and appropriate changes made -to -the -� F structure (e g ,-ftti's` may include additional insulation, addition ti screening _;devices, , reduction, "of .window sizes,: etc.) . . w Note that' an Installation Certification Form.CF-6R:is required to be w,'"posted.' posted at -.the re"sidence ,-prope;r. to -..the. issuance `of a Certificate of Occupancy This is in addition .to the Insulation Cer.tificate:: IF. APPLIES GENERAL NOTES - SHEET.E l: ALL PENETRATIONS THRU•THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS» 6C CAULKED, SEALED OR WEATHER STRIPPED..' .SHIM SPACES' AROUND EXTERIOR DOORS.OF;THE BU3LDING ENVELOPE TO BE',-INSULATED. 2 ALL`,EXTERIOR PANELS EDGES 'TO. BE 'CAULKED. 3: ANY,: ACCESSESS TO ATTIC ;SPACE OR. CRAWL 'SPACE FROM COND I T I ONED. SPACE TO BE FULLY WEATHER'" STR I,PPED . a 4.- EXHAUST FANS TO � HAVE BACKDRAFT DAMPERS. 5. FIRE;PLACES.TO HAVE. a) O.S; COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT_ CROSS-SECTIONAL AREA OF 6, SO. INCHES b) "DAMPERS TO 'DUCT ACCESSABLE FROM INSIDE F.P.: AREA c) FLUE-_DAMPER-:TIGHT_-FITTI NG 8 . READILY ACCESSABLE d) TIGHT-FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE 6 i ` • '' A/C DUCTS TO BE INSTALLED. PER (cjaj+ U. M :C . 8 '. I NSULATED (1 " I NSUL GAS EQUIP.) 8 Qu " I NSUL .-HEATPUMP EQU I P .) 15# DENSITY TYP 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN ,TO BE FLOURESCENT OF 40,LUMENS./WATTS. OR GRATER. $: FAUCETS .8 SHOWER-HEADS TO-BE WATER .SAV ING TYPE 8"CERT IFIED BY C.E:C. g. W.H.'.TO HAVE. a)' 6" HIGHT PLATFORM. b) . VENT THRU ROOFS _c) AD-EQUATED CONBUSTABLE AIR VENTING. _ d) , R-4 INSULATI ON 5'- 0 "TO- 8 FROM UNCOND. SPACE. h e)R-12 INSULATION WRAPPING. IFJLL.L.DUUCD_ JR� m* kt.IUFOeCTvp_c_Q.) L f) R-f INSULATION ON C I RCULAI NG SYSTEM g)-'CERTIFIED BY C. E...C. -. '10.'GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING, PILOT, LIGHT 1:1:. A/C UNIT-TO HAVE . a) "SIZED 8 CERTIFIED BY C.E.C. b) .SET-BACK THERMOSTATS. -:12.: 'INSULATION .INSTALLER TO . BE CERTIFIED BY STATE 8 LOOSE', FILL , I"NSULAT. ION TO HAVE MANUFRS. LABLED R-VALUE- 13 'BUILDER TO SUPPLY ;TO OWNER ALL INFO. PERTAINING TO THE OPERATION OR, -'TREATMENT OF ,.ALL .APPLIANCES 8 DEVICES RELATED-TO-ENERGY ,OR -WATER'USE 14. ALL, WOOS.-.@ COND,ITIONED SPACED DUAL -PAN-E.-'DOORS 8 WOOS. TO BE FUL- LY WEATHERI:STRIPPED X15. CAULK BETWEEN BOTTOM` PLATE AND C�ONC FLOOR. * ,. 16 . PROVIDE LNSULAT I:ON.: BAFFLES@, ; EAVE BLOCK . VENTS Y 17. USE ELECT OUTLET GASKETS O.S WALLS r �r WATER ,HEATER TO ;HAVE' P T VALVE W'I TH DISCHARGE : TO OU.T .SIDE A ' ' 'FLUR .LAMP BALLAST TO BE CERTIFIED BY C . E . C . CON TRACT .. r ..OR, $.OWNER TO SUPPLY MAKE AND MODEL. T ��y4 F •F a r = 'St i� ;F1" ?t' '}`i 1 i - - a i . '' _ _ y k ; tr - 'fin,.. �S �Y . s y, ^. C�+ .. �Ai ! .- s'11 �A t a - @• r 1-� i -air f � , v-�,�t-S., i�F' ""t Jh-'tail, Xy+J'7 irk `ti`. t�': d 4 a• ? ks ti , 1 Date: July 22, 1998 t Permit Applicant: Bill Menke 1074 East Avenue ,Suite B-1 Chico, CA 95926 Permit Number: 98-1496 Assessor Parcel #: 42-67-02 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide a flood elevation certificate from an engineer. Floor elevation must be 165.00' per your parcel map. 2. Have Greg Peitz review and approve the trusses. Have Greg stamp and sign the plans (2 sets). 4. Your energy calc's are incorrect. They show your HVAC systems as package units, not split. You need to have both water heaters modeled in the calc's and the finnaces should be modeled at 80 AFUE, not 90. 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 Friday. Linda Sexton Date: July 22, 1998 ma�yy L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Applicant: Bill Menke Permit Number: 98-1496 1074 East Avenue ,Suite B-1 Assessor Parcel #: 42-67-02 Chico, CA 95926 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations . [ ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton RESIDE IAL PLAN G _ ckm GUIDE SINGLE FAMILY; DUPLEX.AND MISCELI:ANEOUS ONLY ; OWNER BUIIDINGP ER 1PLAN CBECKER �o?� AP NUMBER Zonrng requu ements (side yards and number'of permitted ltvmg units)' Plans signed by designer. = ai Proper description of work on application a Existing violations on property: ' Items on data sheet, (Impact, Fees, Environmental Health, Developer Fees, etc.).'. -Recorded notice of violation.':. Cmplete parcel size and dimensions. backs'side yards, Zeaserneats, etc. Other buildings or structures. •Grading, fills and/or drainage. Flood hazard. i "Specral:conditions on creation map (Noise, S:RA , Fire` Sprinklers, Water Tender, Trees, etc ). FAU &:F:A.S: road seiback.- t , Building or utilities -across lot 1i e's.(Record form) y FLOOR PLAN.. = s .. Complete to scale plan v�nth 'dimensions. Required windows for-ligtirand ventilation (55ection'1203) -, t` Required:windows for.second exit (Section 310.4). g :Skylights (Secti6n2409 & 2603.7)., Glazing 1h Hazardous Locations (Sec 2406). M Required room sizes, ceiling heights (Section 310 6): w. G.F C:I.-in'.baths, garage, kitchen, wet bar and exterior outlets (N:E.C:'210) Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical -equipment f, Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and. closer (SectioiO02 4) r =Muumum of one 37 exterior door (Section 1004 6): ' ~a Fireplace and wood'stove.location, alcoves and,clearance Smoke.detectors (Section 310.9:1).. `S Plumbihk fixtures,water closet ,clearances and. shower size 'STRUCTURAL DETAIIS: Conveniional`Constrpction Unusually Shaped Buildings (Section 2326.5 4) Standard bracing or engineered desi' Section 232.6:11`.3. �( ) ; Clerestory requiring balloon framing and/or engineering. t Three story building requiring engineered calculations :and plans: Foundation plan complete enough, to'construct,building. Floor construction details -complete enough to construct building: } Elevations and Wall construction details complete enough to construct building. • Roof construction details complete enough to construct building.. Rafter fies or bearing ndge,beam: - Fireplace'construction details and calc: if necessary Garage door -and/or porch! eader`sizes=, r 7 :�_ •'Stud`heights � � k ,'' .�i -' - Adobe soils special foundation,design ; Retaiiiing'walls Tequiring design. Special":Inspection requirements: r Header size., , Sheetrock nailing inspection required July. 1996 f KI 3.2 r W JANE ITEMS TO LAK OL1T FOR: Stanway details: landings,, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design- Flashing esignFlashing at all exterior openings. C.D.F. responsible area requirements. rusS l OT July 1996 �i 3.3 A� City of Chico'Community Development Department-Buitdinp Division 411 Main Street, 2nd Ffoor/P.O. Box 3420, Chico CA 95927 1 BUSINESS'PHONE: 916/895-489INSPECTION REQUEST PHONE: 916/895-4898(24 Hour Recorder) CITYaCHICO ACTIVITY/BUILDING PERMIT NO. s 98=01233 fNC 1672 BUILDING INFORMATION . Project Address:2150.BIDWELL AVENUE COUN,. APH: 042-670=002-000:., Lot Numbers Subdivision: } wi Zoning: RS -1 ~ Sco' a of Work s ON =.SITS; 'SEWER CONNECTION NEW' SEWER: USE z Occupant: OWNER'S NAME AND ADDRESS APPLICANTS'S NAME AND ADDRESS Names MENKE BILL & LYNN Names LEETE'PAUL HOMES INC. Address: 1074 EAST AVE STE B-1 Address: 1074 EAST AVENUE SUITE B1 CHICO CA 95926 Zip: CHICO CA, Zips 95.926 FABS 916-345-6276 Phone No. Phone No. 345-2778 CONTRACTOR.INFORMATION ARCHITECT/DESIGNER INFORMATION. Name:'. LEETS 'PAUL HOMES• :INC Name: .-Address'-' 1074,:,EAST AVENUE SUITE `B1 ' Address: CHICO CA ---'Zip: 95926'1Zip: FAX :.9l6 -3i9-4276_ Phone l6-345=6276- Phone No.345-2778 Phone No. St. Lic: 658034 St. Lip: -- CONTACT PERSON INFORMATION ENGINEER•INFORMATION Name: Names Address:. Address:. Zip's Zip: Phone No' Phone No. St. Lips P/E/N FEES SUMMARY TOTAL FEE SUMMARY TOTAL PLUMBING FEES..: 30.00 TOTAL FEES DUE: 1,576.00 TOTAL ELECTRICAL, FEES: •.00 PAID......:.: 1,576.00 TOTAL MECHANICAL FEES: .00 BALANCE DUE...: :00 Comments: App -Date- 09[03/1994':-`'., Coast.'Ty pe ,PEM r,'. MP''Nos Received By: JP Issue Date: 08/03-/199A Total''Sq Ft: No. Stories -1 Approved'By: Units: 001. Building Use:RES Value: .00 Use/Var 0: F�IGNATURE: DATE: EXPIRATION.INFORMATION.- Every permit issued by the Building Official under the provisions of -the Code shalt expire by limitation and become null and void if the.buitding or work authorized,by such permit is not commenced within 180 days from the.date of such permit, or if the building -or work'is authorized bysuch,permit is suspended or abandoned at any time after the work is' commenced for a period of 180 days: Work shattbe considered abandoned if an inspection has not been recorded within 180 days. iSjf,t*****#�1*********11*********,****.***11A*******ik***A*****.**#•*.*** 1-: r 'fir-� ` ��., CHICO;,CA` ,,; '. :, RECEIPT a• C L ' ,. - geceipt'Nusnbers REC13783 Amounts.,"- 1,576x00 08'/03/98 M47',, payineat Method: CR4438 -Notations SEWER CONNECTION r, Iait s• JP ____ __ __ __ --------------- _ Permits 98-01233 Types BUILD Building�Permit Parcel. No: 042-670-002-000 F �S to Address: 2150 Bi DWELL', AVENUE d} Total Fees r' 1, 576 `00 4 This, Payment. 1, 576 :00Total ALL Pmts: 1;,5.76.00 ,'� °2a'lance ****'*w+►*rt*wrt***it it**i1r►'w*r******w****+r_+r**********.****.****,t***,r**** fry: s' ,, Account -Code bescriptioa AmouatV 4 g_ 30.00 ` 335-000-42420 TransFac/StrlsaintE quip 305-000-42421. Transrac/BikewayImprove+ :144:00 ' 330-000-42413Park Fees'Community. :r37;9.66- 332-000-42413 �. ; Park Fees: Bidwell: `^, 190.00 ' '342-000-42413 Park Zone B West '-, 344.34 .336-000-42431:. Bldg&Equip/Admia:BldgFee "98:00 _' 337-000-42433' -', -Bldg&Equip, Fire Protect. ' 216_.00 338=000=42436 Bldg&Equip'PoliceProtect 32.00 h' y.` • . .t,- -•�; t 4 . ' 'til; - • r , -. ' - . 1,Y i � 1 -4 r •,i a F. - - ,. +p t t M R Ir 4a JiP x '�. hTMsa"� f i •tF, b 4.. } ' i v '�'c � e ' � � R �i •y Wfij r j r � x'4• ,g P ' f t � ti, ,y 3 K J ' _ t 14 I JUL-28-1998 .-12:59 FROM TO.,, 170053877851100 P.02 . O.IKB. INO..306T OOT! ELEVATION CERTIFICATE - Expire3Mc. 1996 FEDERAL EMERGENCY MdNAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the. flood insurance purchase requirement. 'This form is used onlyt10 provide elevation information necessary to ensure compliance with appiieable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment orR[6ision (LOMA or LOMB): Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION - FOR iNSURC PAPNY USE SUILOING OWNERS NAME POLICY NMB STREET ADDRESS (Indudmg Apt, Ural, Suite and,or 8fdg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIL NUMBER OTHER OESCRIPTION (Lot and Slo(* Numbers, c►TY^STATE ZIP CODE 6:;�CD 11:A- AS97i SECTION 8 FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 7. Indicate the, elevation datum system used on the FIRM for Base Flood Elevations,(BFE):. Li NGVO '29';` lother (describe on back) 7.1 8. For Zones A or V,.where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's. BFE: i feet NGVD (or other FIRM da?urn—see. Section 8; item 7} SECTION C SUfLDiNG ELEVATION INFORMATION . 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found -on Pages 5 and 6 that best. describes the subject, building's reference level 2(a). FIRM Zones At -A30, AE, AH; and`A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I' t 114 f .LQfeet NGVO (or other FIRM datum—see Section B,. Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFC). The bottom of the lowest horizontal structural member of the reference level from . the selected diagram, is at an elevation of! I I I .j LJ feet NGVO (or other FIRM datum—see Section B, item 7). .(c). FIRM.Zone A (withoutBFE). The floor used as the reference level from the `selected diagram is r{. Qfeet above,} or below L! (check one) the highest grade adiacent to the building. (d). FIRM Zone AO. The floor, used'as the reference level frorn the selected diagram is 'reet above ❑ or below El (Check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain.managementordinance? L Yes E]No L Unknown 3. Indicate the elevation datum system used in determining the above reference level efevations:.LJ NGVD '29 i Other (describe under Comments on Page 2): (NOTE If tho elevation datum used in measuring the elevations is different then that used on the FIRM (see Section 8, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used.appears on FIRM: O Yes W�_,i No (See instructions on Page 4) :5. The reference level elevation is based on:, J actual construction construction drawings (NOTE: 'Use of construction drawings is only valid it the building does not yet have the reference level floor in place, in which case this certificate wilt only be valld for the building during the course of construction. A post -construction Elevation Certificate will be. required once construction is co*.1eta.) 6. The elevation of the lowest grade immediately adjacent to the building is i i 3A . Z:feet NGVD (or other FIRM datum see Sectiori.B, item 7). - SECTION D COMMUNITY. INFORMATION 1•. If the community official responsible for verifying buildinb elevation's specifies that the reference level indicated in Section C, Item 1 is not the "lowestfloor" as defirred in, the:community's floodplain management ordinance, the elevation of the building's "lowest flooras defined by. the ordinance is _i_Ll. '.0 feet NGVD (or other FIRM datum—see Section B. Item 7). 2. Date of the start of.construction or'substantiaf improvement FEMA Form 8l •3i, MAY 93 REPLACES ALL PREVIOUS EDITIONS - SEE REVERSE SIDE FOR CO,141tNUATION I. COMMU�pNITY NUI4t8eR 2. PANEL NUgMB�ER� 3. SUFFIX 4. D•ATEE OF FIRM INOEX r S. FIRM ZONE �6. BASE FL000 ELEVATION :�f%Mv /� 9(5 [ Cn AO Zones. use depth) . 7. Indicate the, elevation datum system used on the FIRM for Base Flood Elevations,(BFE):. Li NGVO '29';` lother (describe on back) 7.1 8. For Zones A or V,.where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's. BFE: i feet NGVD (or other FIRM da?urn—see. Section 8; item 7} SECTION C SUfLDiNG ELEVATION INFORMATION . 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found -on Pages 5 and 6 that best. describes the subject, building's reference level 2(a). FIRM Zones At -A30, AE, AH; and`A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I' t 114 f .LQfeet NGVO (or other FIRM datum—see Section B,. Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFC). The bottom of the lowest horizontal structural member of the reference level from . the selected diagram, is at an elevation of! I I I .j LJ feet NGVO (or other FIRM datum—see Section B, item 7). .(c). FIRM.Zone A (withoutBFE). The floor used as the reference level from the `selected diagram is r{. Qfeet above,} or below L! (check one) the highest grade adiacent to the building. (d). FIRM Zone AO. The floor, used'as the reference level frorn the selected diagram is 'reet above ❑ or below El (Check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain.managementordinance? L Yes E]No L Unknown 3. Indicate the elevation datum system used in determining the above reference level efevations:.LJ NGVD '29 i Other (describe under Comments on Page 2): (NOTE If tho elevation datum used in measuring the elevations is different then that used on the FIRM (see Section 8, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used.appears on FIRM: O Yes W�_,i No (See instructions on Page 4) :5. The reference level elevation is based on:, J actual construction construction drawings (NOTE: 'Use of construction drawings is only valid it the building does not yet have the reference level floor in place, in which case this certificate wilt only be valld for the building during the course of construction. A post -construction Elevation Certificate will be. required once construction is co*.1eta.) 6. The elevation of the lowest grade immediately adjacent to the building is i i 3A . Z:feet NGVD (or other FIRM datum see Sectiori.B, item 7). - SECTION D COMMUNITY. INFORMATION 1•. If the community official responsible for verifying buildinb elevation's specifies that the reference level indicated in Section C, Item 1 is not the "lowestfloor" as defirred in, the:community's floodplain management ordinance, the elevation of the building's "lowest flooras defined by. the ordinance is _i_Ll. '.0 feet NGVD (or other FIRM datum—see Section B. Item 7). 2. Date of the start of.construction or'substantiaf improvement FEMA Form 8l •3i, MAY 93 REPLACES ALL PREVIOUS EDITIONS - SEE REVERSE SIDE FOR CO,141tNUATION JUL-28-1998 '13:01 FROM TO 170053877851100 P.03 SECTION ECERTIFICATION' This certification is to be signed by a iandsurveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation informa"AH, A (with BFE),V1-V30,VE, and lion for Zones At -A30, AE,V-(with BFE).is required! Community officials who are, authorized by local law or ordinance, to provide floodplain manage ment informao in, aowner othersignan certiticatiom In the case of Zones AO and k(without a FEMA or community issued BFE), a building official, a;p operty owner's representative may also sign the certification. . Features -If the certifier is unable to certify to breakaway/non-breakaway Walt, Reference fevel.diagrams 6, 7 and '8..- Distinguishing se, wall openings, &-unfinished area Featuie(s), then list the Features) not enclosure. size. location of seryicing.equipment; area;u included, in the certification: under Comments'betow. The diagram number, Section C, ltem t must still'be:este"red. _ I certify that the information in Sections B and C on this ce6'ficale represents my best efforts to interpret the data available_ . ! understand that any false statement may be punishable by tine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER's NAMEC LICENSE NUMBER (or Affix SO4 'C'J.'"W5 G L�O.SD COMPANY NAKIE TITLE CFTY /AT E ZIP AQOR n 1 . J�J�i A-0 A r!r!k 7 fUa 1-1-171'11 "/ 9�7� n. VGNA� U ] !. i C ould be made o is Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: u`S ON SLAB, A V ZONES ZONES BASE /LOCO ..- ELEYiT" PE'ERENCE ADJACENT tEVR WADE WITH SASEMEhT . A F CA�- ON PILES, PIERS, OR COLUMNS . A V ZOKES ZONES . `I,�,I . W WE kow �E.Evas,ON bl Ga+GE .. .tilt^:.: moi.; ��'�71rtu",`• .. The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. . Elevations for all A Zones should be measured.at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural raerrtber.. . Page 2 COPY of Document Recorded "F. 28 -Jul -1998 1998-0032034 ` Has not been compared vith original AHD WHEN RECORDED MAIL TO.:Butte COUNTY RECORDER BUtfi COUNTY -BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE'CA 95%5 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment tc, be recorded prior to issuance.of a building permit. The property described herein is' adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals,, including, but not limited to herbicides, pesticides, and fertitian; and from the pursuit of agricultura I operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally genera :e dust, smoke, noise, and odor. Butte County has established agricultural purposes; and residents within said zones and on. adjacent property should be prepared to accept such inconvenience or discomfort fro h normal, necessary farm operations. All that real property situate.in the County of Butte, State of Calif6mia, described as follows: Date: PROPERTY OWNERS: State of California ) County of $u-TTC ) On Gi before me, personally ap JV t IV 6 7'- WwmEoane (or prov tome on basis sa sac ory ev a to be t'; ie perso s hose mergsubscribed to the within hsstcument and acknowle ed tome twat s ey xecuted the same in I uthorized capacIt nd that by�signaturq(ej n the instrument, t e perao 6r the entity upon be a!f of which the perso a ted, executed the Instrument. WITNESS my hand and ofticiat seal. r GREGORY YUiil'C5 . COMM. # 1175747 (7 es = NOTAR" PUBLIC -CALIFORNIA �. SUM COUNTY 0 Signature. —Seal: COMM, EXP. MARCH 6, 2002'' A.P.# 1 ORDER NO. BU-158272 DP D];SCRIPTIOIV* RT IS THE LANREFrERREp TO IN THIS REPOSITUATED IN THE STATE. OF D IA COUN`Y OF BUTTE, AND IS DESCRIBED AS FOLLOWS CALIFORN , ��Qr�L It OORCHARD HOUSE CERTAIN MAP ENTITLED. OFFICE .OF THE LAT 17 , AS SHOvTN ON THAT P WAS RECO] :DED IN THE 25, n WHICH Mp► STATE OF CALIFORNIA,.ON MAY ESTATES, PHASE t RECORDER OF THE`. COUNTY S BAT PAGE(S) 30, 31 AND 32. 1990i. IN BOOK 1;,-S OF MAPS , AS SHOWN ON THAT DRAZN EASEMENT OVER LOT;3 8 AND 9r „ WHICH MAP A 12 FOOT STORY' "PHASE I I , ORCHAP D HOUSE ESTATES , CERTAIN MAP ENTITLED, BOOK 218 OF MAPS, AT THE OFFICE OF THE RECOP DEA IN BOOK THE COUNTY OF, BUTTE, WAS RECORDED TN ON JULY 12 , 19901 I -STATE OF CALIF.URNIA, PAGES) 50, 51 AND 52. o�tteSL ZZI:_OF LOT 9. 'ER PIPELINE OVER TSE SOUTHERLYON THATECERTAIN MAP AN EASEMENT FOS WATER A,; SHOWN WHICH MAP WAS RECORDED AND THE NORTHi2LY HOUSE ESTAFEET OF TES, PHAS'� I" ► OF -BUTTE, STATE OF ENTITLED, ORCIARD RECORDER OF THF. COUNTY g 30, 31 IN THE OFFICE OF THE 1990, IN BOOK 1a8 OF MAPS, AT PAGE( ) .CALIFORNIA, ON MAY 25, AND 32. . N xrqwta r ENGINEERING y Civil Engineers • Planners • Surveyors May 10., -1990 . Mr. Stuart Edell BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Oroville, CA 95965 Re: Orchard House Estates Subdivision Dear Stu: Pursuant to conversations between you and this office, I am writing to provide a justification for the Finish Floor elevations recommended for the individual lots within the subject project. The analysis made by our firm incorporated data provided by the U.-S. Army Corps of .Engineers. This data consisted of a "HEC-2" data output'of the 100 year levee failure analysis for Big'Chico Creek; dated 10-24-88. From.this data output we could derive the critical water surface 'levations for specific cross sections taken from U:S.G.S. Quad Maps.- By interpolating between these sections an elevation for the calculated 100 year flood could be determined for our project. We have determined that all residences within this project should have a finish,floor elevation of not less that-165.00,--U-:S.G.S. datum: This has been so noted on both the final map and the grading plan for Orchard.House Estates Subdivision. Should you have any questions, or require. further information, please contact this o e. o QROFESSI��� 0. 141 F,y Sincerely, NORTHSTAR ENGINEERING fio.29465 C� EXP.3��� C/V1�- �P y� 0� Michael D. McEnespy P.E. OF cnuF R.C.E. 29430 cc: Ron Caporale -� 20 DECLARATION_ DRIVE CHICO, CALIFORNIA 95926_. y .:� LAND DEVELOPMENT ..: OROVILLE i CHICO98=1'496 NEW SF BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE . , Building Pei nit. No. OWNERS' AP. NAME BILL<.MENKE NUMBER 042=67-0=002. PRINT LAST;NAME FIRST ` ADDRESS /. LOCATION: 3 } COUNTY ZONING DESIGNATION. �rS FLOOD MAP: FLOOD ZONE T APPROVED: CONDITIONALLY,APRROVED. a RESOLVEPROBLEMS PRIOR/TO APPROVAL, PARCEL CREATION BY DEEDS w� t` OR MAP DEED INFORMATION k DATE OF CREATION: DEED. REFERENCE: ' LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED YES NO COMPLIES WITHHCOUNTY STANDARDS FOR DEED CREATION: YES NO _ COMMENTS/CONDITIONS:- MAP OMMENTS%CONDITIONS.MAP INFORMATION: ©12C14i4TZI,>}}j. 5 DATE OF RECORDING. S 2'. 9:4 LOT `:-i BOOK CJ PAGE COMPLIANCE WITH<OLD SUBDIVISION LOT-�ORDINANCE REQUIRED2 (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES I/ NO": IF YES, MARK APPROPRIATE ITEMS) BELOW A. Construct road to B. Meet parcel size required by zone: *C. Meet current E H.D _regwrementS` CHECK SPECIAL CONDITIONS WHICH'APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. - X1.: Maintain a 50 ft. building setback from centeriine of `road. c vJEu- r�t.� nv Y� L.I SEwEIe o '�A"1'FL 2. Maintain a J O ft. tsi4 setback from i -.3. Comply wifh Zoning code for building setback frorri'road. 4. Maintain-i'100 ft.'leachfield setback.frorri-all ebsbhg wells. 5. Maintain a ft. leachfield setback from A ` s 6. Pay water tender fees in the amount of $ to Battalion'Number " - of the Butte County Fire Department.. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 _ �� 4�7 t•�f , kF "'r Connect to'a public water supply F Connect to a public sewer system " ff ii 10. :Automatic fire suppression, sprinkler systems shall be installed in all residential structures in ac cordanceYwithAhe National Fire'. Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and-mobile homes, NFPA Standard 13D, unless a pressurized community water system, "with hydrants, that meet Fire' Department specifications, serves the _ parcel. ; t —11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of 12., Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall.be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article 11 of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission .requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. —24.- -25. 26. N 3108 �0 � UNnOO 2661 E 1 l n f (31U333H LD 6/98 FORMS\BLDG PERMIT CLEARANCE 7G2_M(X). SERIES GAS FURNACES G24M X- UP-FLO — DOWN-FLO = HORIZONTAL" •Bulletim11210025 '. *80.0% to 80.5% A.F.U.E. September 1994 45,000 to 140;000 Btu (13.2 to 41.0 kW) Input supersedes August 1993 _-1-1/2 thru 6 Tons (3.5 thru 21:1 kW) Nominal Add-on Cooling ' d r 'Isolated -Combustion system Rating For Non -Weatherized Furnaces-- V urnaces" •_ �� a ma �sf �, 0CIh, �rannt° , 11 Typical Applications �" r L�LL,Lr�i_L1 _r UP-FLO POSITION _ Up -Flo Utility Room Installation With Cooling Coil and Automatic Humidifici ! �r z: HMO HORIZONTAL POSITION woo Applications—G24M(X)'series gas fired furnaces include elev- en models (natural-gas or LPG/propane) with input capacities , `of 45,000, 60,000 75,000, 100;000, 120,000 and 140,000 Btu'h A— (13.2,17'6, 22.0, 29.3, 35.2 and 41.0 kW) and energy efficiencies (AFUE) of up to 80.5%.. Units.are applicable to up-flo,.down-"flo i� or horizontal applications. Lennox add-on evaporator coils, electronic air cleaners and power humidifiers can be easily added to the furnace. Units are shipped factory assembled Down, Flo CloserInstallation with all controls installed and wired. Each unit is factory test with Cooling coil operated to insure proper operation. Approvals — Units are certified by A.G.A./C.G.A. Laboratories and ratings are certified by GAMA. Units have been rated and tested according to U.S. DOE test procedures an FT �;.. P d C labeling regulations. G24M "X" models meet California Nitrogen Oxides. (NOx) Standards and California Seasonal Efficiency require-- merits. equire--merits. Blower data is frorn.unit tests conducted iri the Lennox UQ <:Zn Laboratory air test chamber. Units are approved for conventiorial - ;�— or horizontal (sidewall) venting. NOTE — Horizontal venting-re- quires, enting-re quires, sidewall power venting kit, see Optional Accessories_. 'Equipment Warranty- Aluminized. steel heat e'xchanger,has,, ' a limited warranty fora full twenty years. All other covered ' Hoiizonlal'Auic Installation components have'a limited warranty for five years in residen- With Cooling Coil; Electronic Air Cloaner tial installations and Dire ear in -non-residential installations. and"Airtomitic,Humc Ai r Y " Refer to.the Lennox Equipment Limited Warranty certificate included with the equipment for specific details. 0 The maple leaf symbol in this bulletin denotes Canadian only u ade where applicable' X1994 Lennox Industries Inc NOTE — Due to Lennox' ongoing committment to quality, Specifications, ,Ratings and Dimensions subject to change without notice. Tubular Aluminized Steel Heat Exchanger- Tubular heat' Flame Rollout Switches — Dajl manual-reset switches are fur- ,exchanger iscoiistruct•edofaluIII inizedstcel far superior re nished as standard and arc factoryinstalled on either side of the sistanceto'corrosion.and oxidation. Curving design allows burner box. Switches prevent unit operation in the eventcornbus complete exposure tion products passage through the flueway is reduced or blocked._ of heating surfaces �� LimitControls— Factory installed and accurately located limit fosupply aristream: v controls provide ptolecUon from abnormal operating condi Round surfaces tions. primary limit is -lac; rted on heating compartment vests create minimum air bole panel. Two secondary limits'are located on"either side of resistance and al the.blowcr housmcj low,air to surround I (' a Furnace.' Control C%nte r C3u� --cP .Furnished and factory `all surfaces for ex \ l ,� ( 'installed,on inter for blc,wr r riri:rss door: Solid'state b_oard'con cellent:heat transfer '. <<� tarns all. iiecessai .c aritr61,; and`rela s too crate blower, as Compact design.. rc ': '\� �l v y. `Y g �) It s (�;e l valve; cor�uustion air L�luwer'•and ignition. Board also mons duces space require yf ll tors flame, limit and rl<is valve operation. Fan control consists ments in unit cabs-`*o net. Heat exchanger of-blower timed-off,delay (adjustable from 90 to 240 second .. Factory setting is 180 seconds.)and non-adjustable blower has been laboratory_ lifecycle tested. , _ di timed-on delay (45 seconds). For air-conditioning applications; blower is automatically energized on thermostat demand for Induced Draft Blower—Shaded pole'heavy duty induced draft . cooling. Continuous healing speed blower operation is fur- blower prepurges heat exchanger and safely vents flue prod` nished' on board. Also included is a low voltage terminal strip ucts. Blower is controlled by the furnace control center board for thermostat connections and a manual reset circuit breaker for a prepurge cycle (45 seconds) and a post purge cycle (5 se- to protect board. A diagnostic LED is furnished on board as an'.' conds). Pressure switch proves blower operation before allow- aid in servicing the syslern. Two 120 volt accessory terminals x ing gas valve to open. Induced draft blower operates. a-nly dur- are provided on control bo we� for.operation of accessories dor ing heating cycle ing either cooling or hurling modes.. rinshotBunier's—Afunimizecf steel inshocI ur, mere provide; effi-• Transformer-24 volt control transformer is furnished as stan cient trouble free operation:,,Buriier•Venturi rhexes air and gas ' da rd equipment and .isfai .tory installed on blower access door incorrect proportion for proper combustion. Burner ossembly Powerful Blower— Unit are equipped with quiet multi-speed is•reinoveahle-from.the unit as a single component for ease of direct drive blower. Each blower assembly is statically and dy ' ' service and each 6ur`ne-rrriay'be removed individually. namically balanced. MIlliple-speed leadless motor is resilient- Gas Control Valve - 24 volt redunclant'combination gas con- ly mounted ''A choice of blower motor speeds is available on,. ' _trot valve'combines a manual main shutoff valve, pressure reg each blower. See blower performance tables. ul,ation and automatic electric valve (doral) into one compact I Up-Flo/Horizontal Filter Kit = Filter kits are furnished with combination control. units for field installation.iii up-fio or horizontal applications Direct Spark lgriitiori Solid-state electronic direct spark igni Kit includes adjustablefiltcrrackwithaccessdoor,filterremov tion control rovides ositive and safe, main burner ignition. al tool for bottom return air.application's and filter. See Specifi- P pcations table for filter Sizes. Spark is intermjtte"nt'and occurs on fy when: required. Separate Fillers are not furnished for clown flo applications. Adown=flo ei.ectronic:flame.sensor control assures safe and reliable opera filter kills available ai d rirust beordered.extra. See below and tion. Should loss of•fiamb occur, flame sensor cont-ols'will initi Specifications table. ate-3 attempts at re=ignition before locking Out operation for 60 minutes'. Ignition control has LED'to indicate staters and as an • ' • • ' • aid 'in troubleshooting. Watchguard circuit automatically resets ''LPG/Propane Conversion Kit (Optional) — For_LPG/propane ignition cogtr(os.after::one hour of continuous thcunostat de models a conversion-kit is required for field changeover from mend "after unit lockout, eliminating nuisance calls for service. natural gas. Kit is not furnished and must be ordered extra. See 4Choice of Ignition Controls —j Canadian models are available specifications table for order number. with a choice of either direct spark ignitionor hot surface ignition. ` Twinning Kit (Optional) = Field installed kit (96J69) is available 4 Hot Surface Ignition= igniters are constructed of high purity to operate two furnaces simultaneously. Kit consists of solid- ' recrystallized silicon carbide for long life and reliability and are state control board; power venter harness, (2) ACB blower con- cemented to a steatite block for protection against current leak- trol harnesses, and (2) left/right thermostat harnesses. Kit allows age under high humidity conditions. Igniters reach ignition combinations of up to two stage heat/two stage cool. Board also temperature within 17 seconds. Ignition leads are,constructed has continuous fan switch. Diagnostic LED is furnished as an aid of 18 gauge nickel.chrome.enclosed in high temperature fiber-, . in servicing. Conti-al also has built-in watchguard type circuit to -. glass insulation for dependable operation.• prevent nuisance lockouts. Control board may be installed in any . %Rugged Cabinet''= 'Con structed of heavygauge coldrolled : convenient location inside one of,the furnaces. steel. Cabinet is subject to five station metal wash process re- Down Flo Filter-Rack (Optional) — Filter rack is available for �'sulting in a perfect bonding surface fora Naked=on powder' •field installation in clown-flo applications. Filters are. not fur paint finish. Cabinet surface temperatures are low due;to.foij nished and must be ordered extra. See Specifications table-for faced fiberglass insulation on side and back panels of Beat sec- filter sizes and filter rack order number. . tion.-Blower section is completely insulated with, mat fared fi-, Down-Flo Combustible Floor Base (Optional)—Additive base berglass insulation. Complete service access is accomplished is required for heating only. units installed on combustible by removing one-piece front panel and interior blower access floors. Base is notfurnished and must be ordered extra forfield door. Blower assembly may be completely removed from unit installation. See Specifications table and dimension drawing. for service. Safety interlock switch located 'on blower access. Not required in add-on cooling applications. door automatically shuts off power to the unit when door is re-. Hanging Bracket Kit (Optional) - Field installed kit LB-69957, moved..Gas piping inlets are provided in both sides and top of (46J66) available .fur casy.suspension of unit in horizontal ap . cabinet. Electrical: knockouts are provided in both sides, top plications. Kit includes four vertical supports for mounting to'. and bottom"of`cabinet Units have flanges on top and bottom joists and two horizontal channels.' of cabinet that may be hent out for duct connection to unitiSee Sidewall Power Venting Kit (Optional)—Required for horizon '.dimension drawrng.Tarnted panel is furnished•to block off,bot- , tal venting. Kit (79J15) includes E.T.L. listed power venter and'. tom air return'arr Return ai'r entryis'possible on either side or - control. kit. Control kit •includes junction box with pressure. bottom of `cabinet for;up flo applications: End return air. entry switch, -aluminum hihirig, tubing, conduit connectors and is available: for hohzontbrand down-flo applications: barometric draft control See venting table for requireriients: Multi-Position CapabilityUn its a re, shipped from factory for Flue piping must be field provided. up-flo applications and•horizontal applications with right Band ' Thermostat (Optional)= Heating thermostat isnot furnished and or left' hand air discharge. For down-flo- applications;' iiiter must be ordered extra. See Thermostats bulletin in Accessories change top and bottom caps; remove heat exchanger-section, section and Lennox Pr:icc Book: For all-season applications, heat rotate 180' top for bottom arid. re-install. ing and cooling•therrnostat is'available with the condensing unit.. ff�;!SPIE . .,.._.."i-.:. ,:...,....... ril�i%r!� Model Na _ G24M2(Xj-45 G24M2_-60 G24Ma(X)-60 G24M2-75 G24M3(X)-75 l ipid F31uh (kW) 45,000 (13.2.) 60,000 (17.fi) 60,000 (17.11) 75,000 (2.2.0) 75,000 (22.0). -0utliul BU.rh (kW) 36,900 (10.8) 49,200 (14.4) 49,200 (14.4) 61,700 (18.1) 61,700 (18.1) •A.F:U,E. 80.1%. 80.5`%, 80.5`% 80.1% 80.0% California.Seasonal' Efficiency 75.4% 76.4% 75.9% 76.8`%, . 76.8%. iFluesize connection diameter = in.;( Ini) round- 3 (76). 3::(76) 3 (76) 4 (102) 4 (102) Temperahrre iise range - "F (°'C) ' - -certified 25 -•55 (14 - 30) 45 - 75 (14'-30).. 35 65'(19 36) 45 - 75 (14'-30) 45 - 75 (14 -30) High static by A.G.A:/C.G.A. - rn wq- (Pa) .50-025) •. .50025) -.50 (125) .50025) 50 (125) Gas Piping Size I.P.S. Natural or'"LPG/pr6pane 1/2 (13) 1/2.(13) 1/2 (13). 1/P:(13) 1/2.(13) Blower wheel,nominal =`' in 9 x 7. 9 x 7 .," ;10'x 7 9 x 7 10 x 7 diameter x width pini 22.9 x 178 229 x 178`' 2.54 x 178. ° 229 x 178'' �254.x 178 .Blower motor output - hp (WI " 1/4 (187) 1/4;(187)' 1/3 (224) '. 174 (187) 1/3(224) "- Nominal cooling , , `; Tons ;1; 1=1/2 or 2. 1, 1-1/2 or.2 2, 2-112 or 3 1; 1-1/2 or 2 2; 2-1/2 or 3 that can°be.added .. ., -kW ' i(ftnnlshed) 3.5, 5.3 or7.0 3.5,-5.3 or7.0 7.0, 8.8 or 10.6 3.5, 5.3 or7.0. 7.0, 8.8 or 10.6- >',Up-flow/Horizontal Filter Kit - filter size 3-1/2, 4, 5.or 6 ` (1) 16,x 20 x,1 (406 x508 x 25)' 7.0, 8.8, 10.6, 12.3 or 14.1 Shipping weight.- lbs.'(kg) 1 package '130 (59). 130 (59) 135 (61) 135 (61) 135 (61) Electrical characteristics, 120 volts =`60 hertz -- 1 phaso (less than 12 amps) All models Optional Accessories (Must Be Ordered Extra) • Electrical characteristics **LPG/propane kit • Optional Accessories (Must Be Ordered Extra) • **LPG/propane kit LB -69845J (81J13) LB-69845K(81J14) LB -69845J (81J13) Twirining,Kit 9GJ69 - 5 lbs. (2 kg). -96,169 - 5 lbs. (2 kg) +Down -flow Catalog No. LB -69843A (32J01) - 3 lbs. (1 kg) Filter Kit No. & Size of Filters -'in. (nim) (2)'16 x 20 x 1'(406 x 508 x 25), LB -79239A (67,131) - 10 lbs. (4 kg) 1_13-79239B 167,192) Down -flow Combustible Floor Base Sidewall Power Venting Ki[ LB 79239A (67,191) ----'10 Ihs. (4 kg) 79,115 - 25 lbs. (11 kg) Sidewall Power Venting Kit Hanging Bracket Kit - - - LB -69957 (4G,1fi('i1 -- 15 lbs. (8 k ) *Annual Fuel Utilization ffi ' 79,1,15 -- ,l5 lbs. (11 kg) Hanging Bracket Kit`, rAnnual Fuel Utilization Efficiency bi5�c1 lin U S DOE ( .t LB -6991 (4(iJG6)'- 15 lbs. (8 k _ c,. procc.duru„ and accordm0 to Pl( labuhnq.requl,rhon;. lsi)liiled combustion system rating for non -weatherized furnaces. • " LPG/propane kit must be ordered extra rorfic,ld changr ovc r. *Fillers are. not furni€;heel with kit incl must be ordeiud c xtr ,. Polyurelliano frame type filter in furnisihccl with:kil - 1 2 in, x 3 in. (51 moi x-76 innn flue adaptor fill ni hrriwith -45 l+ (i0 input furnaces for ronnecli.on to lurniicn inducdrl drall blown 2`in. x 4 in. (51 rnm x102 moil flue ac(aptor; (u nished wilh -75 input furnaces for connection to furnace induced rhalf blown. Model No. G24M4(X)-75 G24M3/4(X)-100 G24M4/5(X)-100 Input 75,000 (22.0) 100,000 (29.3) 100,000 (29.3) Output Btuli (kW) If Bt ll (k 61,700 (18.1) 82,000 (24.0) oA.F. U. E. 80.0% 80.1 `%' 80.0% California Seasonal Efficiency 78;3% 76.5% iFlue size connection diameter - in. (mm) round - 4 (102) 4 (102) 77.0% Temperature rise range - °F (^C) 40 - 70 (22 -39) 45 - Y5 (14 -30) 4 (102) 35 - 65 (19 -36) High static certified by A.G.A./C.G.A.- in wg. (Pal (125) Gas Piping Size I.P.S. Natural or**LPG/propane .50 1/203) .50 (125) .50025) .1/203) 1/203) Blower wheel nominal "ir1 ` ` 12 x 8 12 x 8 12 x 9 diameter x width rani .::_,: 305 x 203 305 x203 305 x 229 Blower motor output - hp (W) 1/2 (373)' 1/2 (373) 3/4(560)- /4 (560) - Nominal cooling Tons 7 EE 2; 2-1/2, 3, 3-1/2 or 4' 2, 2-1/2, 3, 3-1/2 or 4- 3-1/2, 4, 5.or 6 ` that can bc,added' kW 7.0, 8.8, 10.6, 12.3 or 14.1 7.0, 8.8, 10.6, 12.3 or 14.1 12:3,14.1, 17,6 or 21 1 *Up-flow/Horizontal Filter Kit (furnished) -.filter size' ; (1) 16 x 20 x 1 (406 x 508 x 25) 11) 20 x 20 x 1 (508 x 508'x 25) Shipping weight = lbs.. (ky) 1 p ackaye 140 (641' 175 (79) . 175 (79) Electrical characteristics 120,volis - 60 hertz - 1 phaso (less than 12 snips) All models • Optional Accessories (Must Be Ordered Extra) • **LPG/propane kit LB -69845J (81J13) LB-69845K(81J14) Twinning Kit 9GJ69 - 5 lbs. (2 kg). *Down -flow Catalog No. LB769843A (32,101) - 3 lbs. (1 kg) ' Filter Kit No. & Size of Filters -'.in. (mm) (2) 16 x 20 x 1 (406 x 508 x 25) Down -flow Combustible floor Base LB -79239A (67,131) - 10 lbs. (4 kg) 1_13-79239B 167,192) - 10 Ibs. (4 kg) Sidewall Power Venting Ki[ 79,115 - 25 lbs. (11 kg) Hanging Bracket Kit - - - LB -69957 (4G,1fi('i1 -- 15 lbs. (8 k ) *Annual Fuel Utilization ffi ' Efficiency. on U.S. DOC tell xoceduros and ac i furnaces. I cord rip to FTC labefintr regulations. lent -1 combustion system rating for non -weatherized "*LPG/propane kit must be ordered extra for field changeover lAdaptor is furnished with unit for flue connection. +Filters arc not furnished with kit ancLmust be ord( red extra. Polyurethanc'frarne type filler is furnished with kif. t 2 in: x 4 in. (51 nim x102 mm) flue adaptor furnished with -75 & -100 input furnacos for connection to furnaco induced draft blower _ d -3-: MPECIFICATIONS, 71 Model No. Type „B" G24M3/4-120 G24M4/5(X)-120 O inches (0 mm) G24M4/5-140 - Input Mull (kW) ,0 -inches (0'11)111) 120,000 (35.2) 120,000 (35.2)-- -- 140,000.(41.0), Output Btuh [M, -.. - 2 inches (51 mm) 98,400 (28.8).•- ;-- 98,400 (28.11) - 24 inches (610 mm 114;800 (33,6) •A.F.U.E. f 80.0% 80.1%, *Comhustible - 80.0% California Seasonal Efficiency 1. inch (25 niill) Ncit Available 75.5% Not.Available tFlue Size:conllecbnil diableter- in. 0111 n) rotilld '4 (102) 9 (10I) 4 (102) ,Tenlperalure rise -range -.T,("05.4 -.75 (14.'30). . 45 ; 75.(14.30) - - - 45 75 (14.30)`' ` High static cerlified'by.A.G(A./C,.G:A..- in"wc1. (Pap 1.50 (125) `m.50 (125)" .56 (125) Gas Piping Size I.P.S. Natural or "LPG/propane - in. 1/2. - 1/2 1/2 ' 11111113 13 13 Blower wheel nominal diameter x width ill• 12 x 8% 12 x 9' 12 x 9 111111 305 x.203 305.x 229 305 "x 229 .' Blower motor output;- hp' (W) .: 1/2 (373) 3/4 (560) 3%4 (560) Nominal cooling, ; , that call be added -'` Tons .-2; 2-1/2,, 3;3-1/2 or 4 3-1/2, 4; 5 or 6. 3-1/2, 4; 5 or 6 kW - 7.0, 8.8, 10.6, 12.3 or 14.1 12.3,:14.1; 1,7.6 cir 71.1 12.3;14.1, 17.6 or 21.1 -;Up-flow/Horizoritaf' Filter Kit (furnished) No:.& Size of Filter °1 ' (1) 20 x 20 x 1 (1) 20 x 20'x 1 nim (1) 508 x 508 x 25 (1) 508 x 508'x 25 Shipping weight- lbs. (kg) 1 package 175 (79). 175 (79) 190 (86) . Electrical characteristics 120 volts - 60 hertz - 1 phase (less Than 12 amps) All models' a Optional Accessories (Must Be Ordered Extra) • "LPG/propane kit' LB. 69845K (81.114) Twinrlinq,Kit i 9GJG9 - 5 IIs. (2 kg) Catalog No.-" L13 -69843A 132,101):_--:31h:;. (1 kg) *Down flow Filler Rack ':. r ,No &.Slzc`• 6&Fill0-'rs, in. (2) 16 x 20 x 1 Mill( (2) 406 x,508 x+25. ' Down -flow Com bustible'Floor Base LB -792396 (67J92) - 10 lbs. (09) LB -79239C (67J93) - 12 lbs. (5 kg) Sidewall Power Venting'Kit 79,115 - 25 lbs. (11 kc Han Jing BrackehKit ' LB -69957 (46,166).-- 15 lbs. (8 kg)" Annual Fuel Utiliia(ion Efficiency hascd on U.S. DOL trsl procedures ;incl ;recording to FTC labeling regulation::. Isolated combustion ,rystem rating -for non -weatherized " furnaces..' ". - . • - . , ' `LPG/propane kit must he 61dc�cdcxtra for field changeoveh. ♦Filteis arc not furnislicd with kit and must be ordered extra. ;•Polymolhanc Irame lypri filter -is lurnishod wills kil.. j2 ill. x 4 in. (51 min x102 nuii) flue adapfor.furnishc(I with -120 & -140 ill' furnacos for ronncclion to Imnace induced (haft blower: UP -FLOW OR DOWN -FLOW POSITION • : , HORIZONTAL POSITION Vent Type Type „B" Type "C;. . Sides. O inches (0 mm) 0'inches (0 nim) `Rear- ,0 -inches (0'11)111) .0 inches (0 rnni) Top 1 inch (25 nim) 1.inch (25 mm) Front 2 inches (51 mm) 2 inches (25 mm) Front (service) 24 inches (610 mm 24 inches (610 nim) Floor (up -flow) Combustible Collibustible `Floor (clown -flow) *Comhustible 'Conlhusfihle Flue 1. inch (25 niill) 6 inch (15? nim) Vent Type Type "B" Type "Cr , *Sides ''2 inches (51 mm) *2 inches (51 mm) Rear 0 inches, (0 111111) 0 inches (0 mm)-. 'Top `. M`0 inches (0 111111) ;"0 inches (0 mm) Front: 2 inches (25 nim) 2 inches (25 min)' Front (service) 24 inches (610 nim) 24- inches (610 mm) Floor` 0 inchos (0 nun) 0 inches (0 mn1) Flue 1'inch (25 nun) 6 inch (152 n1m) ' rvv h t -Air hor eomousuon ano suppiy an' venmauon mush contornh to Inn NOTE -Air for 'combustion and i;upply air ventilation must conform to the mrlhods outlined in. Animican Nalional Sland;ird (ANgZ223.1) nu:rhods outlined in Anuaicaii Nalional Standard. (ANSI -Z223.1)' Nalional Fuel Gas Coelc of National Standardo f Canada CAN/CGA-149.1, Nalional Fihol Gas Cod,: mi National Standard of Canada CAN/CGA-149.1,. & CAN/CGA-149 2 Installation Code: lot Gas Miming Apliliancr :".. & CAN/CGA-149.2 "In:,LJlalhuii Codcfor Gas Burning Appliances". NOTE -In the U.S. flue u/ing must conform to the mol horls outlined in NOTE -Ili the U.S. flue: sizing must 'conform to the methods outlined in current GAMA/A.G.A.'venluig tables, American Nahonal,Slandald current GAMA/A.G.A. venting tables, American Nalional Standard (ANSI -Z223.1) National Fihel Gas Code or applicable provisions of local (ANSI -Z223.1) National Furl Gas Code or applicable provisions of local ' building codes: Iii Canada flue sizing must conform to the'mclhocl' bihilding codes. In Canada flue sizing nubs! conform. to the methods outlined in NationaLSlandard of Canada CAN/CGA 149.1.and .2.'. oullined in National Standard of Canada CAN/CGA-149.1 and .2. 'Down-flowApplicaliohis Only==Clcaran r for .installation oil cumhusliblr floor `Line contact instillation :sable hrlwren jacket. lop or sides and building if optional additive base is installed'betwt.en 1110 furnacr,''and thc'comhu:;Ublr. -perm .1 foi.ms floor. Not required in add-on cooling applicationsit ut liiilcd in accixdancewith • local codes or National Fuel Gas Code ANSI -2223:1 or CAN/CGA`149.1,.2 - - 4 ; 1.; .L 11 G24M2-45, G24M2-60 AND,G24M2-75 BLOWER PERFORMANCE External StaticAir Pressure Air Volume at Various Blower Speeds Volume at Various Blower Sl :ieeds High Medium -High Medium Medium -Low Low - - -- Iligh Medium_ -High M�idiuna-I_ow Low in. w.9. Pa cfm 1270 L/s _ 600 cfm 9$0 L/s 460 cfm 770 _ 1./s cfm: L/s ; - •0 1 0- i(iCi_ 570 "270 '.05.' 12 1245' 590 975 460 7!(1~. _• i(i(i•. 565 265: 10`25' 660 `:1220. i/'i-- 975 460 7/0 _: 365 - 565 265 :15 -37 1195 565A ',.965 455 765 360 560 ' 265 .20• 50 1-170 '' 550 960 - 455 " _ .760 360 560 265 .25 62. 1140 540 950 450, 760'.. 360 _.555 260 30 75, 1110- 52.5. 940 445 760 360 550 260 .40 100 -.. >.1060 500. 010 430 750 _ 355 545 255 50 125 ' ; . 990 465 ' , 880 415 740 :._ 350 540, 255 GO" , 150 985 425• . 810 380• 690 -. 325 • 530 ..' '250' •-:70' NOTE --Alia 4 175 £100 3130 740 350'• 630 295 520 '' 245 n t .ilii is "UN',uiul exte,nal lu mill with ;infiller in place. 3 G24M3-60 AND G24M3-75 BLOWER PERFORMANCE External Static° Pressure it; Air Volume at Various Blower Speeds Air Volume at Various Blower Speeds High Medium -High Medium Medium -Low Low in. `N•9• High Medium -High `Medium -Low Low" cfm in. w.9. Pa Win 1425 L/s 670 cfm . 1240 L/s' 585' cini 1000 L/s 470 cfm 800 L/s 380 0 '. •0 .05 - 12 -1415 - 670 1230' 580 995 470 800 380 '10 -'• 25 •1400 660 1220.:.,. 575; 990 465 795 375 15' 37 1385 655 1200' 565.. 985 465 795 t 375 20 50 1370 645 1180 555 980. 460 790 375 .25 62 -1350 635 1160` 545 970. 460 780 370 =`. u`:30 75 .. 1330 '630 1140 540• 955 450 770 365 ;.40 " 100 '. 1280 605 1095' 515 925 435 750 '355 .50 125 1210 570 1040 490 900 1 425 720 .. 340 .60 : • 150 •1135 535 985 465 860 ` 405 680 320 70 , NOTE = All it I 175 ' ` 1070 I` 505 920. 435 800 :3130. ' 630 300 a is measurcc. exlrnnal to unit with :a_ir filter In place. . •. : + . - s G24M4-75, G24M3/4-100 AND G24M3/4-120 BLOWER PERFORMANCE External Static Pressure Air Volume at Various Blower Speeds High Medium -High Medium Medium -Low Low in. `N•9• Pa - cfm L/s - cfm L/s cfni L/s cfm L/s cfm L/s 0 .0 1830' 865 1(i00 755 1325 625' 1070 505 880 415 05 12 1815 855 1585 750 1320 625 107.0. 505 880 415 .10 25 1800, 850 1570 740 1315 620 1070 505 380 415:- T5'^'' 37 1875' . °885. 1550 730 1310 620. 1065 • 505�875 . 415 20 - 50 1750 825 1530 720: 1300 615 1060 500 1490 415 25 62 - :-1725 '815 1515 715 1290 610 ." 1050 495 870 410 30 75 1700: 800 1500 710 1275 Goo 1640 490• 870 410 .40 100 1650 780 •1460 690 1245 590- 1020 480 860 405 50 -. -125 1600 755 1420 - 670 1210 570 1,000 470 840 395 .60 150 1550 730 1380. 650 1170 550 -980 460 820 385 70; NOTE - All all data 175 i 1480 1 700 1330.. 630 1130 535 9Co 455 --79 0 • 375 . nu.asuaei a.xh.rnal to unit will, aar filter in, placC. G24M4/5-100; G24M4/5-120 AND G24M4/5-140 BLOWER PERFORMANCE External Static Pressure' I Air Volume at Various Blower Speeds High Medium -High Medium ' Medium -Low Lbw in. `N•9• Pa cfm - L/s cfm. L/s cfm L/s cfm L/s cfm - L/s 0 0 2450 1155 2160 1020 1970 .930 1700 800 1500 710 .05 12 2440.• 1150 2155 1015 1965 925 1695 800 1500 '710 .10 25 -2430 1,145 2150 1015 1960 925 1690 800 1495 705 .15 3T 241,5 1140 2135 1010 1950 92.0 1685 795 1495 ' 705,.' 20 .' 50 2400. 1135 2120 1000 1940•. 915 1680; 795 1490 705` 25 62 2380- 1125_ 2105'.' 995 1930 ,910 1675 790 1480 .700: '75, 2360 1115 2090 985. 1915 905 1670 790 1470 -695 40 100' 2310 1090 2050 -965 1870 .880 1650 780 1440 '680 .50 1252260 1065 2000 945 1810 855 1610 760 1410 .665 .60 150 2180' 1030 1950 920 - 1750 825'• 1560 735 1370 645 .70 NOTE All 175 2100-_' 990 '1890 .1 890 1 1700 800- 1520. F 715 1330 630 a r ( ata is measured external to anal with air filler an place. 1 HORMON.TAL NG REQU/REMEN.TS•.(Thru The:.Wall ,,... .,..<,,,..,..:..., ,..:....::,-:. ;::..•:....:,.' .-��,-::�-�:�::;:�'::-�;":;:::��:::��: One 4 inch (102 mm) diameter 45' elbow is equivalent to 4 feet (1.2 m) of.stralght vent pipe: One 3 inch (76 rnm) 90' elbow is equivalent to 5 feet -0.5 rn) of straight vent pipe. One 4 inch (102 nim) 90" elbow is equivalent to 7 feet (2.1 in) of straight vent pipe.• Two 45^ elbows are equal to one 90' elbow. Tees Onc.3 inch (76 mm) diameter tee is equivalent to 19 feel (5.8 m).of straight vans pipe. One 4 inch (102 mm) diameter tee is equivalent to 25 feet (7.6 rn).of straight vent pipe. Transition — 3 inch to 4 inch (76 mm to 102 nim) transition is equivalent to 2 foot (0.61 m) of straight vent pipe. tFlue Adaptors - 2 in. x 3 in: (51 min x 76 mm).flue adaptor furnished with -45 &-G0lnpul furnaces for connection to furnace induced draft blower. 2 in.'x 4 in:_(51 mm x102 mm) flue adaptor furnished with -75, -100, -120 & -140 input furnaces for connection to furnace induced draft blower. • NOTE — All horimital venting applications require optional Sidewall Power Venting Kit. *.*Transition furnished will) power venter should be installed on top of flue adaptor at induced draft blower. F # 19 PA A.G.A. certified units must be derated when installed at an f"' = elevation of, more than 2000 feet (610 m) above sea level. If +F unit•is iristalled.at an altitude higher than 2000 feet.(610 m), the,. tz .: iUn ,t must be derated 4% for every 1000 feet (305 m) above sea I. TFiiic.;ar tri altitude of 4000 feet -0 210 m1, the unit would ' `� ',tea,. • . _ . - . t C.G.A `eartifie.d units,must be der ted when installed at an. :F ,,:rs rh 1n 2000 feet 1610 ml above sea level. if anu 4'�OU ic<i (b'•U i� ant i t� n,: ,; • -' ,• dpr,ttr'for these untts. -f F *FI r NOTI NOTE if optr ; floor local Vent Pipe Vent Pipe Vent p'ipc Diameter Minimum Maxinnun Horizontal Venting Furnace. tFurnace Connection Equivalent Length Equivitlont Long th "° Transition Required - Model No. in. mnt feet meters fel-t meters : in mm - ':G241 12-45 'G24M2-60 -3 76 : - 10 3.0 .60 18.0 **3.to 4 ' **76 to 102 G24 103-60 " G24M2-75 . G24M3-75 - = G24M4-75 G24M3/4-100: 4 102 10 3.0 60 18.0 G24M4/5-100.. G24M3/4-120 G241A4/5-120 G241V14/5-Y40 4.. 102:. 10., 3.0 48 14.5 VENTING NOTES - Elbows= One3•in6 (76 rnm) diameter 45° elbow is enuivalent to 3 font (1.0 nil of imirrht vent nine One 4 inch (102 mm) diameter 45' elbow is equivalent to 4 feet (1.2 m) of.stralght vent pipe: One 3 inch (76 rnm) 90' elbow is equivalent to 5 feet -0.5 rn) of straight vent pipe. One 4 inch (102 nim) 90" elbow is equivalent to 7 feet (2.1 in) of straight vent pipe.• Two 45^ elbows are equal to one 90' elbow. Tees Onc.3 inch (76 mm) diameter tee is equivalent to 19 feel (5.8 m).of straight vans pipe. One 4 inch (102 mm) diameter tee is equivalent to 25 feet (7.6 rn).of straight vent pipe. Transition — 3 inch to 4 inch (76 mm to 102 nim) transition is equivalent to 2 foot (0.61 m) of straight vent pipe. tFlue Adaptors - 2 in. x 3 in: (51 min x 76 mm).flue adaptor furnished with -45 &-G0lnpul furnaces for connection to furnace induced draft blower. 2 in.'x 4 in:_(51 mm x102 mm) flue adaptor furnished with -75, -100, -120 & -140 input furnaces for connection to furnace induced draft blower. • NOTE — All horimital venting applications require optional Sidewall Power Venting Kit. *.*Transition furnished will) power venter should be installed on top of flue adaptor at induced draft blower. F # 19 PA A.G.A. certified units must be derated when installed at an f"' = elevation of, more than 2000 feet (610 m) above sea level. If +F unit•is iristalled.at an altitude higher than 2000 feet.(610 m), the,. tz .: iUn ,t must be derated 4% for every 1000 feet (305 m) above sea I. TFiiic.;ar tri altitude of 4000 feet -0 210 m1, the unit would ' `� ',tea,. • . _ . - . t C.G.A `eartifie.d units,must be der ted when installed at an. :F ,,:rs rh 1n 2000 feet 1610 ml above sea level. if anu 4'�OU ic<i (b'•U i� ant i t� n,: ,; • -' ,• dpr,ttr'for these untts. -f F *FI r NOTI NOTE if optr ; floor local (25) E UIJUU i* �( 19-1/2 1 a I (495) (25Y 1 -FLUE 4 1/4 I L. (483) w ) : (25) r OUTLET (105)- *C SUPPLY I, ��, Uuuu. OPENING 0000 0000 --------- *NOTE—Supply air'opening.at rear and sides of cabinet is 1 equipped with a 3/4 inch (19 mm) flange that may be (25) . bent out 90° for plenum connection. Dimensions shown are after flange is bent out, TOP VIEW Flange at front of supply air opening may be bent out for a total opening dimension (front to rear) of either 19-1/2 inches (495 mm) or 19 inches (483 mm). 29-5/8 A (752) 2 (51) AIRFLOW F Left Side G Right Side ,GAS.PIPING .—� INLET c c_ / (Both Sides) B v ..ao{ r - -j— --- .--. r--1 - �E� ELECTRICAL L a L. J IN (Either Sides) I 19-1/2_1 1 (495) I (25) �`. g L RETURN AIR (3 1) KNOCKOUT — , I (Either Side) �.= c LJ —3 - - rJ ..NOTE— Ret air opening is equipped 3/4 (19) with a 3/4 inch (19 mm) flange Return Air, ** Return Air _ 1 that may be bent out 90" for1/2 1 (25) C Opening . (25)' plenum connection. Dimensions (495) Opening 125) shown are after flange is bent out, SIDE VIEW FRONT, VIEW ModeLN0. A B C 'D E F. G G24M2-45� G24M2-60 ; m 17 .36-1/4 Y 15 - 6-3/4 2 7/16 6-1/2 12 G24M2:75 . G24M3 60.. ; G24M3 75" mn) 432 9'l-1. 381 171 62 114 254 G74M4-75 G24M3/4=100in: 20-1/2 39 18-1/2 8-3/8 4-1/4 8 131/2 G24M3/4-120 ' G24M4/5-100 mm 521 991 470 213 108 203 343 G24M4/5-120 . in. 23-1/4 39 21-1/4 9-3/4 4.1/4 8 13 1/2 G 24 M 4/5-140 mm 203 591 991 540 248 108 343. s r ELITE 13 HS25 'CONDENSING -UNITS 11.70 to 14.20 SEER Bulletin #210020 September,;1996 *181'500.to 60,000 Btuh (5.4 to 17.6 M Cooling Capacity Supersedes 1.5 thru 5.Toiis:15.3 thru 17.6.kW) April isss "DOE and ARI Certified Ratings Application -The HS26 series condensing units feature extra high efficiency with minimum operating sound levels. Units are applicable to expansion valve'systems only.. Units may be installed at ground' level or on a roof, Units are adaptable tO several,blower powered and ISO 9002 nEcrsrr o add-on evaporators providing a wide range of cooling capacities for 4 cERTWICATION/I`PLIESONLY WORLD CLASS QUALITY selective sizing and application versatility. For evaporator unit data VMENTNES(ISTE TE - I SYSTEM IS 1151EU - - see tab Coils -'Blower Coil Units in:this section. Units are shipped MNHAIII completely factory assembled, piped and wired. In addition, each unit is test operated at the factory insuring proper operation. Installer has only to place condensing unit in desired location, connect refrig- erant lines and make electrical connections to complete the job. .0 L C Approvals — Condensing units have been tested in the Lennox Re- search Laboratory environmental test room and rated in accordance LISTED LISTED with ARI -Standard 210/240-94. In addition, units have been sound rated in the Lennox reverberant sound test room in accordance with test conditions included in ARI Standard 270-95. Condensing units and components within are bonded for grounding to meet safety, standards, for servicing required by U.L.-and C E C. Units are U.L. and U L.C. listed. "Developed. in accordance with ISO 9002-quality.standards. Warranty:--*,The compressor has a'liniited warranty for ten ears in'residential' installation n yF Y s and 5 years in installations. All other covered components have a limited warranty r -for five years in residential installations and one year in non-residential mstallaUons: Refer 4o Lennox Equipment Limited. Warranty included�M with the unit for details.' Copeland Compliant Scroll"' Compressor—High efficiency compres IR ��� sorfeatures durability, steady uniform suction fluty, constant discharge flow, high volumetric efficiency, quiet operation and the ability to start under any system load. Use of the.scroll compressor eliminates the need '. for crankcase heater, start capacitor and start relay. The compliant scroll; type compressor is a simple compression concept design consisting of two involute spiral scrolls matched together to generate a series of crescent shaped gas- pockets between them -During compression, t one;scroll is stationary while the other �.. I P i x is allowed to orbit, not rotate, around the fixed'one. As this motion occurs,. gas is drawn into 'the outer pocket sealing off the open passage. As the spiral movement continues, the Typical Application -pockets between the scrolls are slowly_ •- pushed to the center of the scrolls I 7 while. simultaneously being reduced t in volume. When the pocket reaches-- the center, .the gas is now at high I . pressure and is forced out of a port � x�+ located in the center of the fixed . :gnr. scroll. During co mpression,•several -pockets are being compressed simul- taneously, resulting in .a. smooth, nearly continuous compression �- cycle.: Continuous .flank contact, L TL r.'.� maintained by centrifugalforre,mini- s ^mizes gas leakege.and maximizes, efficiency' The'scrolkcompressor rs toleranttto the effects of liquid slug ging and contaminants. Should'this occur; the scrolls separate and allow "'the -liquid .or, :contaminants to- be worked to the center andrdischarged: Low gas pulses'duringcoin- �N, , pression minimize operational sound.level.- Motor is internally pro- tected from excessive' current and temperature. Compressor is installed �Y in the unit on resilient rubber mounts; assuring vibration free operation: (Continued) i O The maple leaf symbol in this bulletrndenotes Canadian only usage where applicable ` ©1996 Lennox Industries Inc: NOTE — Due to Lennox' ongoing committment to quality, Specifications, Ratings and Dimensions subject to change without notice and without incurring liability.— Durable Steel Cabinet -Heavy gauge galvanized steel cabinet is Timed -Off Control -Timed off control prevents compressor short- ' subject to a five station metal wash process. This preparation results cycling and also allows time for suction and discharge pressure to ina perfect.tionding surface for the finish coat of baked -on outdoor. equalize, permitting the compressor. to start in an unloaded condition. -_, enamel. The attractive enamel finish.gives the.cabinet long lasting . Automatic reset control provides.a five minute time delay between. protection from'rust and corrosion. Compressor and -control box are compressor shutoff and start-up-: located in a separate compartment insulated with thick fiberglass Refrigerant Line Connections; Electrical Inlets and Service Valves= insulation ;Co`mpartment provides protection from the weather. and ', Suction and liquid lines are located inside of the cabinet and are made., keep's sound transmission at a minim um>Contcol box is conveniently with sweat, connections. Fully serviceable brass service.valves prevent located withal] controls factory wired: Large removable panel provides service access. Drainage holes are provided in the base section for, corrosion and provide easy access to refrigerant system. Suction valve can be fully shut off, while the liquid .valve may be backseatedto moisture removal. High density polyethylene base channels raise the. manage refrigerant charge while servicing the. system. Suction and unit off of the mounting surface away from damaging moisture. Non- liquid line service valves and gaugeports are located inside the cabinet. ' ' .. corrosive PVC.(polyvinyl chloride) coated steel wire condenser Athermometer well islocated inthe 'liquid line tocheck the refrigerant coil guard is furnished. charge. Refrigerant line connections and field wiring inlets are all located Copper Tube/Enhanced F►n Coif -Lennox designed 'and fabricated in one central area of the cabinet.. See dimension drawing. coil is constructed of precisely spaced ripple -edged aluminum fins' sq. ft'. (rm) ' machine fitted to seamless copper. tubes in a wrap around "U" diameter,- in. (mm)', . shaped configuration providing extra large surface area with low air 5/16(.7.9) resistance: Lanced fins provide maximum exposure of.fin'surface-to ' air stream resulting in excellent heat transfer. In. addition, fins are Thermostat (Optional) -Thermostat is not furnished with the unit and must ordered extra. See Thermostats bulletin•in Accessories ' equipped with collars that grip the tubing for maximum contact area. Precise circuiting. provides uniform refrigerant distribution. Flared section (U.S..only) and Lennox Price Book. shoulder tubing connections and silver soldering provide tight, leak-. Refrigerant Line Kits (Optional) - Lines are available in several proof joints.`L'ong life coppeel.tubing is -co rrosion-resistant and easy lengths'and must be ordered extra. See Refrigerant Line Kit table. The . to field service: Coil i.sthoroughly factory tested under high pressure' refrigerant lines (suction and liquid) -are. shipped refrigeration clean. to insure leakproof construction..Entirecoil is accessible for cleaning. Lines are cleaned, dried and.pressurized at the factory and sealed:• , Powerful Condenser Fan - Efficient direct drive fan moves large Suction line is fully insulated..L151ine sets'are stubbed at both ends: volumes of air uniformly, through the entire condenser coil resulting inExpansion Valve Kits (Optional) -Must be ordered extra and field high refrigerant cooling capacity. Vertical discharge of air minimizes: installed on some matching evaporator units. See ARI Ratings table. operating sounds and eliminates hot air damage to lawn and shrubs. Fan motor is inherently protected.and totally enclosed for maximum Low Ambient Kit(Optional)-Condensing unitswill operate satisfacto protection from weather, dust and corrosion. A rain shield on the motor rily down to 45°F (7°C) outdoor air temperature without any additional provides additional protection from moisture. Fan service access is controls. For cases where operation of the unit is required at low accompli'shed'byremoval of fan guard. Corrosion resistant PVC (poly-,, .. ambients a Low Ambient Control Kit.LB-57113BC (24H77) can be °C).. "Vinyl chloride):coaied steel wire fan,guard is,furnished as standard. added in the field, enabling it to operate properly down to 300F (-1 Hi -Capacity Drier .' Furnished as standard for field installation. Drier Mounting Base (Options/)=Rugged mounting base provides perrna- traps any moisture or dirt that could contaminate the refrigerant system. nent foundation for condensing units.. -High density polyethylene High PressuieSwitch-Shuts off unit if abnormal operating conditions r ' o rise above setting. Switch protects cause the discAarge pressu e t g structural material is,lightweight, sturdy, sound absorbing and will withstand the rigors of the sun, heat, cold, moisture, oil and refrigerant. compressor, from excessive condensing pressure. Manual reset. Will not mildew or rot. Can be shipped.singly or in.packages of 6 to LowPressureSwitch -Shuts off unit if suction pressure fal Is. below set- a carton. All models use MB2,-L (69407) 32 x 34 x 3, in. (813 64 x 76 ting. Provides loss of charge and freeze-up protection. Automatic reset. mm) shipping weight 15 lbs: (7 kg) each. ; Model No. HS26-018- HS26-024 HS26-030 HS26-036 HS26-042 HS26-048 HS26-060 Outer coil; 11.9 (1.11)' 11.9 (1.11). 16.0 (1.59) 16.0 (1.59) 16.0 (1.59) 18.2(l.69) 21.6 (2.01) , Net face area Inner coil 5.5 (0.51) ' 5.5 (0.51) 5.6 (0.52) 13.3 (1.24) 13.3(l.24) 13.3 (1.24)- 20.8 (1.93) sq. ft'. (rm) Condenser".Tube diameter,- in. (mm)', . 5/16 (7.9) . 5/16(.7.9) 5/16(7.9) 5/16 (7.9) 5/16(7.9). 5/16(7.9.) 5/16 (7.9) Coil. No. of rows 1.48 � � 1.48 1.36 1.86 1.86. 1.75 .• 2 Fins per inch (m) 22 (866) 22 (866) 22 (866) 22(866). 22 (866) 22 (866) .22(866) Dia '- in. (mm) no. of blades 20(508)-4 20 (508) - 4 24 (610) -3., 24 (610) -'3 24 (610) -3 : 24-(610) - 4 24(610)-4 Motor.hp (W) :1/10 (75) 1/6(124) 1/6(124) --••1/6 (124) 1/6(124) • 1/4 (187) 1/4(l 87) . -Conde Cfm (L/s).: 2500 (1180) 2450 (1155) 3150 (1485) ; 3150 (1485) 3000 (1415) . 3900 (1840) 4200 (1980) Rpm 825 825 825 825 825, 820 820 Watts 160 210 _ 225 225. 230 310 ' 350' "Refrigerant HCFC -22 charge. furnished 4 lbs. 1 oz. (1.84 kg) 4 lbs. 1'oz. (1.84 kg) 5 lbs. 1 oz. (2.30 kg) 5 lbs. 13 oz. (2.64 kg) 6 lbs. 11 oz. (3.03 kg) 7 -lbs. 5 oz. 10 lbs. 8 oz. (3.32 kg) (4.76 kg)'' Liquid line (o,d.) ' m:,(mm),sweat J X3/8 (9.5) -3/8 '(9.5) 3/8(9..5) 3/8 (9.5) 3/8(9.5) .' 3/8 (9.5) 3/8 (9:5) . Suction line (o.d) in. -•(mm) sweat '' _ . 5/8,(16) 3/4(19) 3/4(19) 3/4 (19) 7/8(22.2) 7/8 (22.2(:. 1-1/8(28.6 Shipping weight -lbs: (kg) 1 package ". 177 (80) 185 (84) -192(87) 221 (100) 231 (105) .274,(124)' 308 (140) -nemgerant cnarge sumciem cor zu u. %,.o ilii --u,. „ v .•. •• HS26 / Page 2 lo.. Size &gs Model No "SoKit und Rating Number (db)•, *ARI Standard 210/240 RatinUnit Cooling Cap. JotaSEER EER Unit Btuh71- kW Watts Up Flow ., Down -Flow Evaporator Coils RR[ RATINGS." Size &gs Model No "SoKit und Rating Number (db)•, *ARI Standard 210/240 RatinUnit Cooling Cap. JotaSEER EER Unit Btuh71- kW Watts Up Flow ., Down -Flow Evaporator Coils Horizontal "Expansion ve Requi ed %18,900 5:5 12.10. .10.85 1746 C26-21(FC) 7 •Factory:lnstalled 19,000 5.6 12.10. : 10.90 1740 C23 26(W)!F-,C) yt LB 85663J (26K34) 19,100 5.6- 12.20 10`.95' , 1740 ". C23-31(W)(FC) ' 19,300 5.7 12.30 11.05 1745 C26-26(W)(FC) *Factory Installed 20,000 5.9 ,13.00,- . 11.40 1750• C26-31(W)(FC) 19,500 .5.7 13.00 11.55 1685 C26-26(W)(FC)+G25MV3 70,400 G.O. 13.40 12.05. 1695 C26-311W1(FCh+G25MV3 l8i,500 5.4 1 1 ai'_i 10:65 173!i :. - 0326-.21- ' 19,700 5.8' 12.55- ?1:25 1750 CR26-31 1.5 Ton HS26-018 (74) e 20,406, 6.0 '13.00 11.55 1765 CR26-41(N)(W) LB -85663J (26K34) ' 18,800 5.5 12.40 11.20 1680 CR26-21' 19,900 5.8 13.20 11.80 1690 CR26-31+G25MV3 - - - - 18,500 5.4 11.80 10.65 1735 - - -; CH23-21 18,700 5.5 12.00 10.75 .1740 CH23-31 19,600 5.7 ' 12.60 - 11.15 1760 =- - - - CH23 41 20,200` 5.9 13.00 1.1.45 1765 CH23-51 Btuh kW <SEER EER' Watts Blower Coil Units Valve 18,900 5.5 12.15 10.90 1735 CB29M-21/26 (Multi -Position) *Factory Installed 20,200' 5.9 12.85 11.55 1750 C830M-21/26 (Multi -Position). 20,800 6.1 13.35 12.00 .1735 CB30M-31 (MUlti-Position) 19,000 'S.6 , 12.00 .10.70. 1775 0 CVP10-26/EC10Q3 „ 2 Ton HS267024 (74) _ - -Btuh kW .SEER EER Watts Evaporator Coils' Valve 22,600 6.6 12.10, 10.70, 2115 C26-21(FC) •Factory Installed 23,400 6.9 12.10 10.75 2180 • . '. C23-26(W)(FC) LB -85663J (26K34) 23,800 7.0 12.25 10.90 2185 C23-31(W)(FC) 24,000 7.0 12.35 11.00 2185 C23-41(W)(FC) - - - - 24,000 7.0 12.35" 11.00 2185 C26-26(W)(FC) *Factory. lnstalled . 25,200 7.4 12.85' 11.40 2205 C26-31(W)(FC) 25,200 7.4 13.10 11.40 2205 C26-41(FC) - - - - ---- 25,200 7.4, '•13.50 ?11.90;' '2115 C26-31(W)(FC)+G25MV3 .,. 25,'400 7.4 13.85'."12.25 2075 C26-31(W)(FC)+G21V3 . 22,200 6.5 11.70 10.40- 2135 CR26-21 LB-85663J(26K34) 24,400 7.1. 12.60 - 11.15 2190 ---- CR26 31 25,000 7.3 _13.00 '11.40 2190 - - - - CR26-41(N)(W) 24,600 7.2 13.25 11.65 2115 CR26-31+G25MV3 22,400• 6:6 11.80. 10.50 2135 CH23-21 . 23;200 6.8 12.00 .10.65 2180 CH23-31 - 24,200 7.1 12.55 11.00 2200 CH23 41 25,200 7.4 13.00 11.40 2210 CH23 51 Btuh kW SEER . -EER Watts Blower Coil Units Valve 23,000 6.7 12.05 10.75 2145 = - CB29M-21/26 (Multi -Position) *Factory Installed 23,600 6.9 . '12.20 10.85 2175. C629M-31 (Multi -Position)'- 24,800 7.3 12.80 11.30" 2190 CB30M-21/26 (Multi -Position) 25,600 7.5 13.55 12:10 2115 CB30M-31 (Multi -Position) ;80.7:6 14.OQ" 12:50'" 2060" - CB31MV-41 (Multi -Position) D23,20�0�. 6.8 1.1.85 -10.55 ?195:,0* CVP10-26/EC10Q3 *Rated in accordance with ARI Standard 210/240; 95'F. (35'C) outdoor air temperature, 8VF (27'C) db / 67'F (19°C) wb entering evaporator air with 25 ft. (7.6 m) of connecting refrigerant.lines.- "Sound Rating Number rated in accordance with test conditions included. in ARI Standard 270. •' Kit is required and must be ordered extra,`unless shown as factory installed. •Furnished as standard with coil.' NOTE --,Shaded area denotes most popular evaporatorcoil: t" HS26 / Page 3 *ARI Standard 210/240 Ratings **Check Unit Size. , and Cool, High; .Low Ht g' Ht Total*HSPF. g' SEER' Cool.R High Total Low Low . 8e Model No: *Sound Indoor Units - E>�ansion Valve Kit Ratin No. g Ca Btuh B ph Btuh Watt (EER) C.O.P.. LH (Region ionIV V) C:OgP. Ht wee C.O.P. Ht R wired . �1 Idb) (kW) - - (kW)` (kW) 29"40 31; 00 '. 0, 0 .2690 (10.95) 1 .50 3 21 2695 _ - 5 ' (7.30) 3.38 2420 � .2.46 ower r Unit C - - B29M 41 (Multi Position) (8.6) 30,200 30,000 (9:1) .20,200 ' {5.9) 2675 ' 13.05 3.31 -2650 .: 8.75 (7.85)' 3.46 2200. 2.71 CB30M-21/26 Blower Coil Unit (Multi -"Position) '(8.8): (8.8) (5.9) (11.30) 30,600 30,000' 20,000 .2685 13.05 3.34 •2640. 8.35 (7.30) 3.46 2405 2.46 Blower Coil Unit CB29M=46 (Multi -Position) (9.0) (8:8) (5.9) (11.40) 31,000 31,000 20,000 2585 , (12.00) 13.70 3.52 2510 6'65 (7.60) 3.62 2285 2 56 .'Blower Coil Unrt t" r CB30M=311Mulf3osition)x , (9.1) 31,000 (9.1) 31;000 (5.9) 20,000 2605 13.70 3.49 2505 8.7p 3.65 2295 2.56 Blower Coil Unit CB30M-41 (Multi -Position) °Factory Installed (9.1). (9.1) (5.9) (11.90) (7.60) 31,000 31,000 20,000 2615 13.70 3.47 2510 8.65 (7.55) 3.63 2300 2.55 Blower Coil Unit CB30M-46 (Multi -Position) (9.1) (9.1) .(5.9)' (11.85) 31,400 30,600 19,6002480 14.70 3.71 2380 8.85 (7.75) 3.79 2170 2.65 Blower Coil Unit CB31MV-41 (Multi -Position) (9.2) (9.0) (5.7) (12.65) 29,600 31,000 20,200 2680 12.75 3.24' 2675 8.50 3.41 2215 2.68 4 Blower Coil Unit CVP10-31/EC10Q3 2.5 Ton (8.7) (9.1) (5.9) (.11.05) (7.75) HP26-030 (74) 30,000. 30,000 20,200 2685 13.05 3.28 2630 8.35 3.48 12395 2.48 4 Blower Coil Unit CVP10-41/EC10Q3 (Up -Flow) _ (8.8) (8.8) (5.9) (11.20) (7.35) 30,600 30,600 .20,200 2685 13.05 3.34 '2630 8'40 (7.40) 3:49 2390 2.49 Indoor Coil ( FM21) C26-31(W)(FC)fp-Flow) (9.0) (9.0) (5.9) (11.40) 30,600 1 30,600 20,200 2685 1 13.05 3.34 2605 6.50 -3.53 2380 2.50 Indoor Coil(AFM21) C26-41(FC) (Up -Flow) (9.0) (9.0) (5.9) (11.40) (7.45) 30,800 -30,600 20,000 2685' 13.05 3.36 2615 6.50 3.50 2410 2.45 Indoor Coil (AFM21) C26-46(FC) (UP -Flow), (9.0) 30,600 (9.0) 30,600 (5.9) 20,200 2685 (11.45) 13.05 3.34 2600 (7.50) 8.35 3.53 2360 2.53 Indoor Coil (AFM21) CR26-41(N)(W) (Down -Flow) LB -8575 (56J79)) (9.0) (9.0) (5.9) (11.40) (7.30) 30,000 30,000 20,000. 2685 12.80 3.28 2645 8.30 (7.35) 3.45 2400. • 2.46 indoor Coil (AFM21) CH23-41 (Horizontal) (8.8) (8.8) • (5.9) (11.20) 30,600 31;200 20,200 2685 13.05 3.34 2600. 8'45 (7.40) 3.52 2375, 2.49' Indoor Coil (AFM21) CH23-51 (Horizontal) (9.0) (9.1) d5.9) (11.40) .. 30;800 31,200 20,200 2685' 13:05 3.36 2570 8.55 (7.50) 3.58 2355 2.52 Indoor Coil (AFM21) CH23�5 (Horizontal) (9.0) ' (9:1) (5.9) (11.45) 33,600 33,600 23,600 3245 12.10 3.03 3225 7.75 (7.00) 3.32 2860 2.43 Blower Coil Unit , CB29M-41 (Multi -Position) , (9.8) (9.8) (6.9) (10.35) _ 35,000 35, 000 23 200 3120 13.20:. 3.28 3030 8.10 (7.25) 3.51 2695 2.53 Blower Coil Unit CB30M-31 (Multi -Position) (10.3) (10.3) (6.8) (11.20) - - 35,200 35,000 23,400 3225 12.90 3.19 3130 6.20 (7.05) 3.42 2805 _ 2.46 Blower Coil Unit CB29M-46 (Multi -Position) (10.3) (10.3) (6.9) (10.90) . 35,400 35,400 23,800 3330 12.40 3,12' 3210 7.80 (7.00) 3.37 2895 -2.42 Blower Coil Unit CB29M-51 (Multi Position) (10.4)' (10.4) (7.0) (10.65) " - ' 35,600 35,600 23,400 3175 13.20 3.28 .3005 8.20 3.55 2705 2.53 ,1 a ..•. Blower Coil Umt �" :CB30M-41:(Mbltl Position) ° *Facto (10.4) (10.4) (6.9) (11.201 (7.30) - installed 35,800 35,800 23,200 3120 13.50 ,3.36 2940; 8.25 - . 17.30) 3:62 2675: 2.56 Blower Coil Unit CB30M-46 (Multi -Position) ' (10.5) (10.5) -(6.8) (11:45) 36,200 35,800 22,800 3050 14.05 3.47 ' 2860-: 8.40 (7.45) 3.69 2570 2.62 Blower Coil Unit CB31MV-41 (Multi -Position) , ' (10.6) (10.5). 16.7) (11.85) _ 34,000. 34;000 23,400 3210 12.40 3.11 3160 7:75 3.36 2820 2.43 Blower Coil Unit CVP10-31/EC10Q3 (Up -Flow) (10.0) (10.0)' (10.60) (7.00) 0 Blower Coil Unit 3 Ton H 3 Ton 34,606' 36,400. 23;400 3215 12.65 3.15 3105 8'00 3.44 2790,_ 2.47:• CVP10-41/EC10Q3 (Up -Flow) (74) ` (10.1) (10.7) (6.9) (10.75) (7.00) CVP10-46/EC10Q4(Up-Flow) 35;200 35,200 23,400 3220 11 12.80 3.19 3140 7.85 (7.00) 3.39 ' .2815 `2.44 • Indoor Coil ( FM21) C26-31(W)(FC1�P-Flow) (10.3) (10.3) (6.9) (10.90) 35,600 35,600 23,400 3225 12.80 3.24 3110 8.00 (7.10) 3.43: 2795 2.46 Indoor Coil (AFM21) C26-41(FC) (UD -Flow) . (10:4) (10.4) (6.9) (11.05) • 35,800 35,800 23,200 3225 13.05 3.25 3130 7.80 3.39 ' .281.5 2.42 Indoor Coil (AFM21) . C26-46(FC) (Up -Flow) (10.5) `(10;5) (6.8) (11.10) (7:00) 34;400 34,400, 22;800 3225 12.55 3.12 3090 7.80 3.37 2780.', 2.42 In Coil (AeFM21� CR26-51(N)(W) (Down- low) t.6 (10:1) (10.1) (6.7) (10.65) (6.95) -85759E (56J19) ' 35,400 35,400 23,600 3265. 12.80 3 18 3090• 8.00 3.48 2800. 2:48 Indoor Coil (AFM21) C:R?.6-41(N)(W) (Down -Flow) (10.41•: (10.4) (6.9) (10.85) (7.15) f . 34,800 34,800 23,200 3220 12.70 3.1T 3165 7.75 (6.95) 3.35 2830 2 41 Indoor Coil (AFM21) CH23-41 (Horizontal) r (10.2) ,(10.2)' ;' (6.8)" (10.80) 35,600 35,600 23,200 3225 13.05 3.24 3100 - , . 7.80 (7.05) 3.43 ' 2795. 2.45 Indoor Coil (AFM21) . CH23-51 (Horizontal) (10.4) :110.4) (6.8) (11.05) 36,000' 36,000 23,400 3230 13.10 3.27 3055 8.00 .3.50' 2765 .2.48 Indoor Coil (AFM21) H23-65 Horizontal 10.5 10.5 6.9 11:15 7.15 *Sound Rating Number in accordance with test conditions included in ARI Standard 270. *Heating Seasonal'Pe.rformance Factor. • ' - 11. *Rated in accord ance.with AR Standard 210/240 with 25 k (7.6�m) of connecting refrigerant lines; -1 Cooling Ratings-95°F-(35°C).outdoor,air temperature and B0°F (27°C) db/67°F (19°C) wb entering indoor. coil air. , High Terriperature Heating Ratings - 47°F (8°C) db/43°F.(6°C) wb outdoor air temperature and 76'F (21 °C) db entering indoor coil air Low Temperature. Heating Ratings- 17*F d6/15°F wb outdoor air temperature and 70°F (21 01C) db enteringtindoor coil air - *Furnished as standard with coil -unit. "'Kit isrequired and must be ordered extra unless shown as'factory installed AFM21 Heat Pump Control = Use coil listed with.any Lennox.furnke that meets system design requirements Seo FM21 page in this section;for.additional data. NOTE - Shaded area denotes most popular blower coil combination: _ HP26 / Page 4 Unit Size & . Model No:Up-Flow *Sound Rating Number (db) itARl'Standard 210/240 Ratings Down -Flow . Horizontal **Ex ansion .,': Valve Kit Re wired,. q Cooling Cap. SEER EER Total Unit Watts Btuh kW Evaporator Coils 39,000 11.4 12.15 10.55" .3695 C23-41(W)(FC) =` - - - - LB ^' 40,500 11.9 12.45 10.75 3775 C23-46(FC) - - - -85663K (26K35). 42,000 12.3 . 12.75' 11.00 ; 3810_ - C26 41(FC) r *Factory Installed -421000 12:3 12.70 11:05':". 3805 - - - LB-8566.3K.(26K35) 42,000, 12.3 ,12.80 "11.00 3810 C2&-46(FC) •Factory, Installed 42,500 12.5 12.85 11:15., 3815 C26-65(FC) 43,000. 12.6 .-13.15. 11:25 3820 C2651(FC) - - - - 43,500 .12.7: 13.20 1135 3830 C23-51/65(FC) LB -85663K (26K35) r 44,000 12.9 13.30 11.50 " 3835 C26-65(FC)EAP - - - - ---- ---43,500 oFactory'lnstalled 43,500 12.7 13.35. 11.55 3760 C26-51(FQ+G21V5 = 43,500 12.7 13.35 11.55 3760 C26-51(FC)+G25MV5 44,000 12:9 13.85 .11.80. 3720 - C26 65(FC)EAP+G21V5 3.5 Ton HS26-042 -(76)LB-85663K 44,000 12.9 "13.85 11:80 3720 C26-65(FC)EAP+G25MV5 40,500 11.9 12.75 , 10.90 .3720 CR26-41(N)(W) ---- --- (26K35) 42;000 42;000 12.3 12.75- '11.05 3810 CR26-51(N)(W) -- 43,500 12.7 13.10' 11.35 3825 CR26-65(N)(W) . 42,000 12.3 13.05 11.20 3750 - - - - M6-51(N)(W)+G25MV5 40,500 11.9 A2.60 10.85 3735 CH23-41 42,500 •12.5' 12.85 11.15 3810CH23-51 43;000 12.6 13.00 11.25 ' 3820 CH23 65 44,000 12.9 13.25 11.50 3835 - - - - CH23-68 = 44,000 12.9 13.85 11.80 3720 CH23-68+GSR21V5 44,000 12.9 13:85 " 11.80 3720 `, - - - CH23-68+1325MV5 Btuh . kW.SEER EER Watts f Blower CoihUnits . - ' Valve 40,000 11.7 12.10" 10.50 3805 CB29M 41.(Multi-Position) . ' t 42,000 12.3 12.80 11.05 3795 CB29M-46 (Multi -Position) *Factory Installed 42,000" 12.3. 12.50 10.75 3915 CB29M-51 (Multi -Position) 42,000112'.3 13.25 11.35. 3710 CB30M-41 (Multi -Position) 42,500 12.5 13.30 11.45 3710 CB31MV-41 (Multi -Position) 42,500 12.5. 13.30 11:45 3710 " C83OM-46 (Multi -Position) 43,500 12.7 .13.50 • 11.65 3735 CB30M-51 (Multi -Position) 44,000 12.9 '13.55' 11.65 3775 : 'CB30M-65 (Multi -Position), 44,000 12.9 `14.00 12:10 3635 CB31MV-51'(fVluIti-Position) 44,500 13.0 '14.2.0 12.20, "3640 CB31MV-65 (Multi -Position) 41,500 12.2- • 12.65 10.95:'. 3790 0 CVP10246/EC10Q4 wnaieu.in accoraance wnrnrAni atanaara z iwzau; ab•'r.'ts5 t 1 outaoor air temperature, au -r (Z /"G) ab / 61" 1- (19"C) wb entering evaporator air with 25 ft. (7.6 m) of con necting.refrigerantlines ,:'�' : ,•' "' 'Sound Rating Number rated in accordance with test conditions included in ARI Standard 270. *' Kit,is,required and must be ordered extra, unless shown as factory installed. iFurnished as standard with coil.` :NOTE Shaded'area,denotesmosi,popular evaporator coil: HS26 / Page 5 j 1 IIIAR!URATINGS Uni4 Size & Model No. *Sound Rating Number (db)SEER *ARI Standard 210/240 Ratings Cooling Cap. Total EER - Unit Btuh kW Watts Up -Flow' Down -Flow , - Evaporator Coils:,,.. Horizontal *"Expansion Valve Kit Required 1� ' 45,500 13.3 12.00 10.40 4365 23-46( 85663 (26K35) 45,500 13.3 "12.20 10.60 4300 r C26=41(FC) *Factory Installed 47;500 13.9 12.50' --10.65 4450 C26-.46(FC) " 47,500 13.91 12.50 ' 10.65-. 4455 C23-51(FC) ; - - - LB -85663K (26K35) 49,000 14.4 12.80 10.95 ., 4470 C26-65(FC) oFactory Installed. 491000. 14.4 13.00 10.95 4475 C23-51/65(FC) - - - - LB -85663K (26K35) 49,000 14.4 13.00 _10.95' 4475 C26-51(FC) . ---- --- ;' 50,000 14.7 50,000 13.10 • 11.10 4500 C26-65(FC)EAP •Factory Installed 49,000 14:4 13.35 11.35 4315 C765(FC)+G25MV5' 49,000 14.4 13.35 •11.35 4310 C26-65(FCI+G21V5 49,000 114.4 1 13.55 11.35 14325 C26-51(FC)+G25MV5 _ _ _ 49,000 14.4 13.50 11.35 4320: C26-51(FC)+G21V5 71 50,000 14.7 -13.50 11.50 4345 C26-65(FC)EAP+G25MV5 1• 4 Ton HS26-048 - (76) 50;000 14.7 13.50 11.50. 4345 C26 65(FC)EAP(+G21V5 47,000 13.8 12.50 10.55 4450 CR26-51(N)(W) LB -85663K (26K35) 48,500 14.2 13.00 -11.00 4415 - - - - CR26-65(N)(W) 49,000 14.4 13.50 11.30. 4330 CR26-65(N)(W)+G25MV5 - - - - 47,500 13.9 12.50 '10.70 4445 - - - - CH23-51 48,000 14.1 12:60 10.75 4455 CH23-65 50,000 14.7 13.10 1.1.10 4505. - - - - CH23-68 50,000 14.7 13.50 11.50 '4345 CH23-68+G25MV5 50,000 14.7 13.50 .11.50 4345 - - - - CH23-68+GSR21V5 Btuh kW SEER EER Watts 'Blower Coil Units Valve 46,500 13.6 12.50 10.95 4245 30 -41 ( u ti osition 46,500 13.6 12.50 10.90 4270 - CB31MV-41 (Multi -Position) 46,500 13.6 12.20 10.30 1 4505 CB29M-46 (MUlti-Position) 47,000 13.8 12.50 10.85 4330 CB30M-46 (Multi Position) 47,000 13.8 12.00 10.20 4600 CB29M-51 (MUlti-Position) :47,500 13.9 12.30 10.55 4500 CB29M-65 (Multi -Position) :- = ; _ ` 49,000 14.4 13.00 11.10 4405 CB30M-51' (Multi -Position) .*Factory Installed 49,000 14.4 13.50_ 11.35 4310 CB31MV-51 (Multi -Position) 49,000 114.4 1 13.00 11.15 4400 CB30M-65 (Multi -Position) 49;500 14.5 13.50 "11.45 4325 CB31MV-65 (Multi -Position) 46,000 13.5 12.50 10.60 1 4330 Q' CVP10-51/EC10Q4 . ---- ---47,500 47,500 13.9 12.25 _ 10.40 4565 0 CVP10-65/EC10Q5 Btuh- kW SEER EER Watts Evaporator Coils Valve i, =' 55,500 16.3 12.15 10.45 5300 26746( *Factory Insta e 56,000 16.4 12.20 10,50 5330 C23-51(FC) LB -85663K (26K35) 57,000 16.71 12.40 -10.60 5370 C26-51(FC) .*Factory Installed 57,000 16.7 12.20 10.55 5410 C2665(FC) 58,500 17:1 12.30: .10.65 5505 C23-51/65(FC) - - - - - LB -85663K (26K35) 60;000 17.6 13.00 • 11.00. 5455 C26-65(FC)EAP 55;500 16.3 12.55 10.75 5170 C26-65(FC)+G21V5 - `-. 56,500 16.6 12.45 10.65 5295 C26-65(FC)+G25MV5 - - - - .Factory Installed 58,500 17.1 13.30 .11.25 5210 C26-65(FC)EAP+G21V5 59,500 17.41 13.20 11.15 5335' C26-65(FC)EAP+G25MV5 54,500 16.01 12.00 10.30 5295 CR26-51(N)(W) 5Ton ..^:.. HS26-060 ;' (76)., ' : , ,. 56,500 16.6 12.40 10.60 5330 CR26-65(N)(W) LB -85663K (26K35) ' 57,500 16.9 .12.70 10.85 5305 CR26-65(N)(W)+G25MV5 56,500 16.6 12.20 10.45 5410 CH23-51 57,000 16.7 12:30 10.55 5410• CH23-65 60,000 17.6 13.00 11.00 5455 CH23 68 58,500 17.1 13.30 11.25_ 5210 CH23 68+GSR21V5 59,500 17.4 13.20 11.15. 5335 CH23-68+G25MV5 Btuh kW SEER EER Watts 'Blower Coil Units Valve 55,500 1 .3 11.75 10.15 T5475 29 -51 (Multi -Position) 56,000 16.4 12.05. .1040 5390 CB29M-65 (Multi -Position) '. 57,500 16.9 12.65 10.85 5290 C630M-51 (Multi -Position) *Factory Installed 57;500 16.9 13.00 - .11.10 5170 CB31MV-51 (Multi -Position) 60,000 117.6 .13-00. - 1110-• 5410 CB30M-65 (Multi -Position) 60,000 117.6.1 13.30 11.40 5260 CB31MV-65 (Multi Position) ' *Rated i'riaccordance with:ARI'Standard 210/240; 95�F (35"C) outdoor air temperature, 80"F (27-C) db) 67:F,(19"C) wb entering evaporator air with 25 ft. (7.6 m) of , connecting;refrig`erant lines: 'Sound Ratind�Number•rated in accordance with test conditions included in ARI Standard 270.' I 't Kit is required and must be ordered extra, unless shown as factory installed. •Furnished as standard with coil. ,NOTE Shaded area denotes most popular evaporator coil. HS26 / Page 61o.L_ E jjjE!LECnTR1CAL`1DATA' Model No. HS26-018 HS26-024 HS26-630 HS26-036 HS26-042 Line voltage data= 60hz . ,. 208/230v 1 ph 208/230v 1 ph 208/230v 1 ph 208/230v 1 ph .208/230v_ 3ph 208/230v. 1'ph . '- 208/230x. .3ph :.Rated Compressor- ; load amps 8.4 10.3 13.5 16.0 10.3 18.0 `- 12.5 ` _Power factor 0.97; 0:96 - ;. t > !0:96 0.96 0.82' 0.94. -Locked rotor amps 129 99 49.5 169 .123 Locked rotor amps: _ 47' 56' 72.5 -' ' 88 -77104 .. 88 ' Condenser Coil Fan Motor :Full load amps ' 0.8 .'' ' 1.1 .. 1:1 ; 1.1 1.1 .' 1.1 1.1 ' Locked rotor amps _ ' 1.6 _ ." 2.0 20 -: 2.0 2:0 2.0 _ r 2.0 Rec. max. fuse or circuit breaker size (amps) 15, • 20 30 35 20 40 25 *Minimum circuit ampacity" 13 14 ' 18 21.3 14 1 23.6 -16.4 ' *Refer to National or Canadian Electrical Code manual to determine wire, fuse and disconnect size requirements. NOTE ' Extremes of operating range are plus 10% and minus 5/ of line,voltage. ' Model No. :. .. - NOTE - Extremes of operating range are plus 10% and minus 5% of line voltage. HS26-048 Suction Line . (oA) ,. HS26-060 in. Line voltage data 60hz' 208%230y`208 1ph 230v 3ph 460v 3ph1ph 208/230v ' 208/230V 3ph 460v ... 3ph. Compressot•=:- Rated load amps 23:7 13.5 7.4 28.8 17:4 ' 9.0 Power factor 97 87 87 97 .85• 85' . -Locked rotor amps 129 99 49.5 169 .123 62 Condenser Coil Fan Motor' ;- Full load amps 1.7 1:7 1.1 • 1.7 1.7 1..1 . Locked rotor amps 3.1 3.1 2.2 ^3.1` 3.1 2.2;-', Red. max. fuse or circuit breaker size (amps) 50 30 1. 15, 60 40 20 *Minimum circuit ampacity 31.4 18.6 10.4 37.7' 23.5 12.4.. *Refer to National or Canadian Electrical Code manuaCto determine wire, fuse and disconnect size requirements. - NOTE - Extremes of operating range are plus 10% and minus 5% of line voltage. Liquid Line (o.d.) Suction Line . (oA) ,. mm in. mm HS26 018 .; rDISCONNECT, "� -.- r --_, ' rDISCONNECT, 5/8 15.9 SWITCH I I THERMOSTAT I I SWITCH H826 024• HS26-030 HS26 036 .. 'L15-41-20 20 6 (By Others) L- J (Opti l) . _ k L•-- (By Others) 19 'L1541-30 30 9 L'15 41-40 ' •40 12 ,- L15-41.50 50 15 HS26-042` . . HS26-048 .. 'L15-65-30 30 9 3/8 9.5 7/8 22.2 L15-65-40 40 '12'. L15-65-50 50 15: HS26-060 *Not available- - A 9:5 A,= Two or Three Wire; Power..(not furnished) ' B B - Twoor'Three Wire Power (not furnished) - See Electrical Data C - Two Wire Low Voltage (not furnished).- 18 ga. minimum ' D -Four Wire Low Voltage (not furnished) - 18 ga. minimum O LENNOX - LENNOX 'HEATING All wiring must conform to NEC or CEC and local electrical codes. CONDENSING r UNIT....: . qE+ fUNIT, �*BLOWER'COIL f Y z t EVAPORATOR UNIT', - Condensing Unit Model No. Length of Line Suction & Set . Liquid Lines Model No. ft. m Liquid Line (o.d.) Suction Line . (oA) in. mm in. mm HS26 018 .; L15-26-20 20 6 3/8 9.5 5/8 15.9 L15-26-25 25 8 L15-26-35 35 11 L15-26-50 50 15 . H826 024• HS26-030 HS26 036 .. 'L15-41-20 20 6 3/8 9 5 3/4. 19 'L1541-30 30 9 L'15 41-40 ' •40 12 ,- L15-41.50 50 15 HS26-042` . . HS26-048 .. 'L15-65-30 30 9 3/8 9.5 7/8 22.2 L15-65-40 40 '12'. L15-65-50 50 15: HS26-060 *Not available- - 3/8 9:5 1.1/8' 22.2 '36 914 36 y? - *36 (914) ' *Field fabricate N -48 inches (1219 mm) clearance required on top of unit. - OTE *NOTE -Two sides of coil-niay be 12 inches (305 mm). HS26 / Page 7`) . Nva Ano01 a ►N ' Y CMYYNIY � Viwr Y. "irrl GAS GLASSA-LINED.-VATER HEATER RNLI/PrP "IUM ANO 71 rY m uln RELIEF J - '. 3/4' NPT/ TOP VIEW - MODELS) twLtr'«o (751100 GALLON runno Kart MODELS) A - - C '. TYPICAL 3/4" NPT INNTALLATION Q INt;ET ' s'.• l ewr.ua.—ti;s, ORA W Q 3�4` T d P al*. LOCAL COOtt + VALVE OPE NTNG r»I*upttaf 1/2" NPT (30/40,'50 . GAS INLET 3/d" NPT GALLON +•»i, OUTLET. MODELS) p11yN .i .. VAL VI FRONT VIEW TOP VIEW . NOTE: 75itoo GAL(ON al„t►a,all MODELS INCLUDE LEGS - 1 16- CN ;s a 100'. . IN LIEU OF AING•BASE GALLON M00El..S NOTE: Jo compensate for the stleda ol'high ailitude areae above 2,000 feel, recovery capacity should be r4duced'approzimatefy 41/6 for each•1,000 leaf above•ses level, ALL DtMENS10NS IN INCHES NOTE: Operaling costa are based on the national average cost of: $-605 per therm (nat. gas) and E.89 par gallon (propane grl.,3) - "Recovery capadtba Are used on DOE mooted of test, Energy factor +NOx mod6l Input Is 38,WO I9TU (40.4 OPH recovery 900 rise), SUGGESTED SPECIFICATION Water Heaters) shall be Model No. as manufactured by A. O. SMITH, or an sooroved equal, Hf:aterIs) shall be glne5-lined, 935.1i red. equipped to burn ^ _get, dellen certified to meet the latest ANSI Standard by the Ampricnn Gm ASSOdatlpn: Heater($) Shall have 1n Input rating of 8TUIHFI and with a recovery capacity of GPH at of temperature rise and an energy factor oi� or greater, Get control shell totally regulate the gas supply to main and pilot burners, 1leaterlsl shall have a maximum working pressure of 150 psl, Is nominal 'sloraga tank cap8Clty of gallons with a separate 3/4" tapping for relief valve installation and a rigidly Supported annrfn, rod for maximum Cathodic protection. All internal surfaces of the hector(%) exposed to water shalt ba glass -lined with an alkaline ly)rosilicate composition futed-to-steel, Hester(tl thall alto be equipped with an automatic gas shutoff device to 9hutOff entire gas supply1n event of excessive temperature In tank. Heater(%) thbll alto be equipped with an A,G,A. certified draft hood. Tank shall he foam insulated. 8.16 thermal resistance on all models) or anUel, Outer Jecket shall have a baked enamel.finish. Heater shell have a 5 year limited warranty at,outlined in the written wrrrenty In d residential InataNitlon, 0 Yaar In • rammerciel InetelleNonf. Fully illustrated in%vuctlon ma -81 to by Included. Hedrerlsh shtin meet ASHRAE 90A•1980 for energy efficlenolat and the -minimum energy factor reauired by the Federal "National Appliance Energy Conservation Act of 1987," - -Smith W►tar Pr*,4uets Company 'Imine, TX s ` A Oirislon of A, O. Smith Carporttlon <,t A, O. Smith Corporation re%1rvt1. the right to make Product changes or Imptovements at any time without notice. a 74 7 -1 - �p A. U. an len varp., 1 we 1 _ . PriniLd in U S i OPEiUTWO COGTONATURAL OAS (S -W) P GAS A s c BTU ON,Mr.• 'BTU GaalfHr.• Height Height Approx oil. vent input Retovory Input-. 'Recovery . Plus Lees Ship. Wt Model E.F. NxL Pro r Bl2e perlHr. 90, Pubs PerAr. 90/ Rise Diverter Diverler Gia*. (1~bs. FGR -30 ,tit 1146 $236 30 3" +40,000 42.8 37,000 39.4 61 1/2 58 18 114 '119 FGS-40 .82 ,1146 9236 40' 3" 1 +40,0 42.6 37,000 39.4 59 11/2 56 ZO 1 4 130 FGR -50 .80 1161 9244• W .' 3w +40, 42.8- 37,000, 39.A 60J/4 56 314 22 165 FGR -75 - • ... • - 75 A` 75,100 754 75,100 75.9: ' 61 1/2 $7314 26.112 282, FGR -100 - • - - - - 100 4• 80,000 .80,8 75,100 75.9 691/4 653/4 26 112 326 NOTE: Jo compensate for the stleda ol'high ailitude areae above 2,000 feel, recovery capacity should be r4duced'approzimatefy 41/6 for each•1,000 leaf above•ses level, ALL DtMENS10NS IN INCHES NOTE: Operaling costa are based on the national average cost of: $-605 per therm (nat. gas) and E.89 par gallon (propane grl.,3) - "Recovery capadtba Are used on DOE mooted of test, Energy factor +NOx mod6l Input Is 38,WO I9TU (40.4 OPH recovery 900 rise), SUGGESTED SPECIFICATION Water Heaters) shall be Model No. as manufactured by A. O. SMITH, or an sooroved equal, Hf:aterIs) shall be glne5-lined, 935.1i red. equipped to burn ^ _get, dellen certified to meet the latest ANSI Standard by the Ampricnn Gm ASSOdatlpn: Heater($) Shall have 1n Input rating of 8TUIHFI and with a recovery capacity of GPH at of temperature rise and an energy factor oi� or greater, Get control shell totally regulate the gas supply to main and pilot burners, 1leaterlsl shall have a maximum working pressure of 150 psl, Is nominal 'sloraga tank cap8Clty of gallons with a separate 3/4" tapping for relief valve installation and a rigidly Supported annrfn, rod for maximum Cathodic protection. All internal surfaces of the hector(%) exposed to water shalt ba glass -lined with an alkaline ly)rosilicate composition futed-to-steel, Hester(tl thall alto be equipped with an automatic gas shutoff device to 9hutOff entire gas supply1n event of excessive temperature In tank. Heater(%) thbll alto be equipped with an A,G,A. certified draft hood. Tank shall he foam insulated. 8.16 thermal resistance on all models) or anUel, Outer Jecket shall have a baked enamel.finish. Heater shell have a 5 year limited warranty at,outlined in the written wrrrenty In d residential InataNitlon, 0 Yaar In • rammerciel InetelleNonf. Fully illustrated in%vuctlon ma -81 to by Included. Hedrerlsh shtin meet ASHRAE 90A•1980 for energy efficlenolat and the -minimum energy factor reauired by the Federal "National Appliance Energy Conservation Act of 1987," - -Smith W►tar Pr*,4uets Company 'Imine, TX s ` A Oirislon of A, O. Smith Carporttlon <,t A, O. Smith Corporation re%1rvt1. the right to make Product changes or Imptovements at any time without notice. a 74 7 -1 - �p A. U. an len varp., 1 we 1 _ . PriniLd in U S i GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 E Structural Calculations AR RY A. ♦[ No. C 21 263 \N� REN._11=7 a For: V DIE? . ��� If ti LOAD SUMMARY - *Use normal, force method *Exposure B. F *Bas ic''wind speed: 75 mph _ . P. Ce" Cq qs :I .Waljs P .62''* 1 3_ * 14...5: * 1.0 = .0117 ksf _< 15 ft. P, = .,6 7 .* 1 .3'-* 14'1_5 * 1.0. = . 0126 - ksf ` @ 20 ft. P.= .72 * 1.3 *' 14'.5 * 1.0 = .0136.ksf G 25 ft..` P ..76 *,-1.3 * 14.5 * .1 .0 = ..0143 ksf Q 30 ft. Roofs 2:12 to less than 9.12 , 1 .0 *" 1.4:5`* 1 .0 = .009 ksf <" 15 ft 1:.•0 ',* 14.5 * 1.Q = ,01"0 Ksf @ 20 ft. .' P. 1.0 * 1.4.5 :* 1.0 = .011 ksf it 25 ft. '. , 'P 76 :* 1 .0 * 14.•'5 * . 1..0 = .011 ksf ® 30- ft Roofs 9=: 1,2 to" 12:12 P .62 `*t.fi 1. , * 1.4:;5 :*''1 0:,"_.. ,010 ksf < 15 ft. P." :6'7: * 1.1 * 1.4.5'* 1.0 = .011, -ksf 20 ft. P : 72 .* 1 1 *' 14.5. * 1 .0 = .012, ksf' @25 ft ' PL .;76. * 1.1'.* 14.5 * 1.0 = .012 .ksf @ 30 ft. - zip �► 3, s . r CO JAI P _S c,! u 'I S C 23 2 - Co 21 7k. 72 ;oz Z (� • g") `. c� d g -' . 2 r rte' fj 00, l . 00 I •, j T � 1 i ' �.1, .. � •i.' } .1� ryt �.an nth .� ] � � t., _ . Rj1 .=� 3 'At! 0� �l s ice" /, 1 t t� h 'C .,�- • _ - J MENKE-PAUL LEETE -'T26'24' HIP) THIS DWG PR?PAREO FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS.MfR- TOP CHORD 2x4 OF-L #1 ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF-L #1 WEBS 2x4 DF-L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ted. 10 PSF BC LIVE LOAD PER UBC. PLATES DESIGNED FOR GREEN LUMBER PER MDS-91 TABLE 7.3.3. #1 HIP SUPPORTS 06-00-60-JACKS WITH NO WEBS. USE THIS DESIGN FOR COMMON HIP TRUSSES (4 24.0'-OC. EXTEND CORNER SETS ARE CONVENTIONALLY FRAMED. SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT cll EXTENSIONSEVERY 4.00 FT. TO FLAT TC. ATTACH 2x4 STRESS RATED BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. -� LATERAL BRACING TO FLAT TC ® 24.00. OC. ATTACH WITH 2-16d NOTE: REACTIONS R b R3 ARE FOR #1 CALIFORNIA HIP AND #3 NAILS& 2x4 DIAGONAL BRACE PER HIB-91 13.2.1(FIGURE 33). OR CALIFORNIA HIP RESPECTIVELY. DETAILCD110. SUPPORT HIP RAFTER WITH CRIPPLES ®.EVERY 05-07-14 OC. W5X40 W3X8W2.5X4Em WW44 , H - 8 r -18 U a T--0-0 f3. - T a W5X4(A2 E� W2.5X4(R) ® W1.5X4RI W2.5X4 W2.5X4(R) m W5X4(A2) w W4X48 w - z z L-2-0-0.,j I.,.2-0-0.3.J CA. L 6-0-0 1 12-0-0 I 6-0-0 al a 24-0-0 Over .2 Supports 1 R-1710 W-3.5" R-1710 W-3.5' R3-1066 R3-1066 N PLT TVP. Wave TPI-95 Desi n Criteria: TPI STD CA - 1 - - - F Scale -.25"/Ft. 5WARNING^ TRUSSCS REQUIRE EXTREME CARE IR FABRICATION. HANDLING, SXIPPIEO. IESTALLINO AND TC LL 16.0 PSF REF R427--21761 pp BRACING. GIF TRUSSES TO HIB-91 (NANDLING INSTALLING AND BRACING), PUBLISHED B1 TPI (TRUSS PLATE a,O W p� INSTITUTE, SOS D'ONOFRIO DR.. SUITE LOO. MADISON, WI S3719),- FOR SAFETY PRACTICES PRION TO Q� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IIIDICATEO. TOP CHORD SNAIL NATE PROPERLY ATTACHED TC DL 1 0.0 P $ F DATE 06/30/98 MUCTYRAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILTIG. Jun 30 19 —IMPDRTAHP- FURNISH A COPY OF THIS DESIGN TO TIE INSTALLATIDR CONTRACTOR. ALPINE ENGg C DLINEERED 7.0 PSF DRW CAUSR427 98181089 p PRODUCTS, INC. %HALL NOT BE RESPONSIBLE FDR ART DEVIATION FROM THIS DESIGN: ANY FAILURE TO No. C 006 CLL- 0.0 PSF CA-ENG AEB/GWN G+-� BUILD THE TRUSSES IN CORFORMARCE WITN TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AWD BRACING Of TRUSSES. . THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN 4p 2 '�. SPEC IFICATJOB PUBLISHED By THE AHEAICAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINE %OT. LD.. 33.0 PSF SEAN - 31409 CONNECTOR& ARE MADE OF 206A ASTM AOS7 G440 OALV. STEEL. EECEPT AS NOTED. APPLY CONNECTORS TO �--� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PER DUR. FAC. 1.25 FROM .MD . DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ERGINEEAING .q� RESPONSIBILITY SOLELY f01 THE TRUSS COMPONENT DESIGN SHOWN. TBE SUITABILITY AND USE Of THIS �F� $PACING SEE ABOVE AtiM��� 9 (Inr- COMPONENT FUN ANY PARTICULAR BUILOIRO 1S THE RESPOWSIBILITY OF TBE BUILDING DESIGNER, PER AASI(TPI 1.1995 SER10R 2. (MENKE=PAUL LEETE - 27 24' COMN) THIS DWG PREPARED FROM CONFUTER INPUT (LOADS i DIMENSIONS) SUBMITTED-BY TRUSS MFR. FWEBS ORD 2x4•DF-L #1OF OVE POR S 0 PSFRO RHANG SUP T 12 0 SOFFIT LOADORD 2x4 DF-L #1. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO 2x4 DF-L Standard BRACE BC ®48.00. OC. Q; 0.00.TOTAL LOAD PLATES DESIGNED FOR GREEN LUMBER PER NDS-91 TABLE 7.3.3— .DEFLECTION MEETS L/240.90 LIVE AND L118 110 ,PSF 8C LIVE LOAD PER UBC. W4X4 Q W1.5X4 A W1.5X4AD . - o e-o-0 W2.5X4 a W2.5X4'a w W2.5X4(Al) w W2.5X4 (Al),o W3X4Ea W -- . o a;al w i�z o-owl a. 1 2-0-0 12-0-0 24-0-0 'Over 2 Supports R-944 W-3.5". R-944.W 3.5' TYP. Wave TPI 95 si n Criteria: TPI STD CA - 1 - - F Scale--.251/Ft.- 04 MARRING"' TRUSSES REOUTIE MORE CARE EM FABRICATION, 1ANDLING. SNIPPIRO, INSTALLING AND TC LL' _16.0 PSF REF -R427-- PLT 21762 00 BRACING.. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING). PUBIISIEO BY TPI (TRUSS PLATE Cix-�W TC. DL 10.0 PSF GATE 06/30/98 " � INSTITUTE. S33 D'ONDFA 10 OR.. SUITE ZOO. MADI SOB° VI 53719). FOR SAFETY PRACTICES PRIOR TO[rcry`�q, C77 FEUCKO126'TRESE FUNCTIONS. BILESS OTNERYISE INDICATED. Top CHORD SHALL HAVE PROPERLY ATTACHED Jun 30 ' 9B STRUCTNRAL PANELS, BOTTOM CROAD SHALL HAVE A FBOPERLT ATTACHED RIGID CEILING: - ,., -IMPORTANT-- FURIISB A COPT OF THISDESIGN TO THE INSTALLATION CONTRACTOR. WINI ENGINEERED BC DL 7.0 PSF DRW CAU$R427 98181090 .gyp FROONCTS. INC. SHALL NOT BE NESPONSIBLE FOR ANT OEY [ATION FROM 7Nli DESIBN:' ANY /ANCONE TO 4✓,�QQ(j .BC.. L1 Q,0 PSF CA-ENG AEB/GWH M ,00110 THE TRUSSES 11 COP FORNANCE PITH TPI: OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND - L - BNACIRG OF TRUSSES. THIS DESIGN CONFORMS Y1T0 APPLICABLE PROVISIONS OF NDS (NATI01Ab OESI611 - Z TOT. LD. '33.0 PSF -SEQN 31412 ' r'�-•.-•. 3PECIFICATION PUBLISHED BY THE AMERICAN FOREST AID PAPER ASSOCIATTOI(. AND TPI. ALPINE CONNICTONS ARE NAGE OF SODA ASIA A653 BRAD GALV. STEEL. EXCEPT AS NOTED.. APPLY CONNECTORS TO EACH. FACE O► TRUSS. AND OILESS OTNERNISE LOCATED ON THIS DESIGN, -POSITION COAIIECTOIS PER DUR.FAC.. I . ZS-.FRUM MD DRAWINGS 160 A-I. THE SEAL 01 TV DRAWING INDICATES ACCEPTANCE Of /ROFESSIOIAL ENGINEERING CIV& ' 4_ o.,,�,�.� RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SOCHA. TIE SUITABILITY AND USE OF THIS * •k A� `^'+"""" 24.0- COMPONENT, AlY PARTI COLAI.DUILDIND IS TIE RESPORSIBILITT OF TIE BUILDING OESI61E4. PER - �p�y SPACING 24.0" ` r. �g qCA 95821! ANSI IVF I' 1.1995 SECTION 2 . (MENKE-PAUL LEETS" ' T3' 26'6 GIRD)- THIS DWG PREPARED•FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY'TRUSS'MFR.` TOP-'CHORD'2XG OF-L#2'. <' 2 Complete TrussesReC(lli1"e(� 'BOT-CHORD 2x8 DF-L.#1 WEBS,2x4.DF- L Standard :W5 2x4'DF-L #1, = PLATES DESIGNED FOR GREEN LUMBER PER NDS-91 TABLE 7.3.3. \ NAILING SCHEDULE: (0.131x3.O_g_nai s) ADDITIONALLOADS TOP CHORD:-1 ROW ® 12" o.c. ------ /'PLATE DUR.FAC.-1.25) BOT CHORD: 1 ROW ® 3' o.c. BC = From _587 PLF at-13.50 to 587 PLF.'at 16.50 WEBS 1 ROW (1 4" o.c. :BC - From ., 505-PLF at 16.50 to 505 PLF at 26.50 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC - -4855. LB Conc. Load, at 13.50 IN EACH ROW TO AVOID SPLITTING.. z IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO. _ ***LOADING ON THIS TRUSS.CALCULATED BY.-TRUSS FABRICATOR*'" _ BRACE BC ® 48. Do"-06. BEARING BLOCKS: NAIL TYPE: 0.131x3:0_g_na11s 10 PSF BC,LIVE LOAD PER'UBC, BRG X-LOC #BLOCKS LENGTH/BLK - #NAILS/BLK 1 26.208' '1 '12" 18 (H)R568FBdENUED,COMECTION FOR''TRUSS T-.14 FRAMING FROM THE,. NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BOTTOM CHORD: SIMPSON HGU528 2. SEE CATALOG C-98- `'BEARING BLOCK TO BE SAME SPECIES, SIZE S GRADE AS CHORD,.. FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, - SUPPORTED MEMBERS'HAVE IDENTICAL LUMBER AND MINIMUM HEEL DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, HEIGHT OF SUPPORTING GIRDER-.]. W5X8 (R) (tl (1)RELGMM@NDf$.CONNECTION FOR ALL,TRUSSES-(UNLESS OTHERWISE ^• SPECIFIED) _FRAMING �FROM-THE -80TTOM_CHORD: SIMPSON HUS26. —" �S' SEE CATAL06'C-98:FOR NAILING. SPECIFICATIONS. • [UNLESS OTHERWISE SPECIFIED,.SUPPORTED MEMBERS HAVE W 5 X 8 a W5X8 IDENTICAL LUMBER AND-MINIMUM HEEL-HEIGHT OF SUPPORTING ra GIRDER:] p� (1) REV'_10/14/98 AEB '- ,HANGER NOTEe .� 8 f W3X6m W3X6.� -' E` W5 w C-1 w .. Awk— �. W7X8 (Al,) W5X4 Itl W6X6 m "W12X14 Ea f855#- W6X6 a W5X4 pl (H) W7 X8, A I 13-3-0 13-_3-0 26-6-0 Over 2 Supports 481 14-3.'57. I '-' R-4934 W-3.5'. : a PLT TYP. Wave TPI-95 R _" Desi n.'Cri:ter.ia: TP-I STD 18_2c4' tale �• �•' rn - .'BRACING. •-WARNING`*- TRUSSES REQUIRE ISTRERE CARE IN FABRICATION, HANDLING. SNIFFING. INSTALLING AND REFER TO AID-91 (HANDLIND INSTALLING'AND BRACING), PUBLISHED BY TPI (TR9SS'PLATE INSTITUTE. DR.. SUITE 100. RADISH, 87719). FOR 6iE 3 -' TC, LL. .0.. .� 4{'' Q'��.Y'Fr °REF- R427.--.58302 -- •DATE ". '08/,26/98':, CTFERFORMIIG'THESF S93 O'ONOFRIO NI'. SAFETY PRACTICES PRIOR TO FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE FROPFIIT ATTACHED STRUCTURAL. PANELS.' BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO TRE INSTALLATION CONTRACTOR.'ALPINE EIGINEERED /y_ �f/0 98 • ' 'r (�, DL �1Q' U. I'Ytf - BC 0: PSF ' :DRW � PRODUCTS-ZINC-'SHALL NOT BE AESPONS78LE FOE ANY DEVIATION FROM THIS DESIGN; ANT FAIL, RE TO ,DC: .7 tAUsRa ,98238029 ' ALP IN E. BUILD.TIE TRUSSES IN CONFORMANCE WITH TF1; ON FABRICATING, HANDLING. SHIPPING. INSTALLING AND eaAC116 w TRUSSES.. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS w IDS (NATIONAL DESIGN ��.+w'�+ -r BC, LC - 0 0-PSF' CA-ENG AEB/CWC SPECIFICATION PUBLISHED IT THE'AMERICAN FOREST AND PAPER ASSOCIATION) AMO TPI. ALPINE - CONNECTORS ARE MADE.OF 10GA ASTM A687 6140 GAL►. STEEL, INCEPT AS NOTED., APPLY CORRECTORS TD 63 TOT.LD.-. 33;0 RSF - SEQN' -- 4858- EACH FACE Of TRUSS, AND BILESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER '-- - DUR. FAC. :1 ..25 FROM MD, DRAWINGS L60 A-1. TNI SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING _ C �p Sas ealRcamaoa9.fi1e, COMFCHITRESPOISIOILITY FOR A"ILPARTICULAREBUILDINGUSS �ISSOTHETDESIGN RESPONSIBIL�ITY OF THE BUILDING,TY DESIGNER. PER l THIS I -t SPACING ` 24.0 .ANSL/iPr1-199S.SFC73oI:z. tMENKE-P4UL LEETE - T1 26'6 HIP) . ' TII,IS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS' MFR.' TOR CH. ORD 214 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 1.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONSEVERY 4.00 FT. TO .FLAT TC. ATTACH 2x4 STRESS RATED LATERAL BRACING TO FLAT TC @ 24.00" OC. ATTACH WITH 2-16d NAILS& 2x4 DIAGONAL BRACE PER HIB -91 13.2.1(FIGURE 33), OR : DETAILCD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 OC. ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. ` t . DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1, HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED.. BUILDING DESIGNER IS RESPONSIBLE FOR.CONVENTIONAL FRAMING. NOTE: REACTIONS R & R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. W6X6%. W3X4= W3X8= W3X4=:- W6X6� �. A _ D%, W1.5X4.� W1.5X4 8 r --18 .-/1 n —(p-8-0 0. W4 6 (B1) = W3X8- W2. 5X4 = HS2512 =. W2. 5X4 =_ W3X8= W4X6 (B1) _ W1.5X4 III �2-0-0-,1j L -2-0-0-,J. : L 6-0-0 1 14-6-0 1 6-0-0 �F 26-6-0 Over 2 Supports R=1901 W=3.5" R-1901 W=3.5" R3=-1250 R3=1250 PLT TYP. High Stren th,Wave TPI -95 Design Criteria: TPI STD CA -/I/-/-/-/F Scale =.25" Ft. - "WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND' BRACING. TO -91 ` TC. LL 16 PSF - REF R427--21516 -- REFER HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OHOFRIO D0.., SUITE 200, MADISON., WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE LD W. tt.. F P .0 06/30/98 INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 10 .0 PSF DATE - - - !IRUCTURAL.PANEL S, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J un 30. '-9 8 -, B C' D L 7.0 P S F D R W CAUSR427 98181094 . PRODUCTS, INC.SHALL NOT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NO. C 800 5 - - BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND 'BRACING OF TRUSSES.. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN EN 8 0- 02 3C yL LA P E B / G W H SPECIFICATION PUBLISHED ByTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND.TPI. ALPINE. CONNECTORS ARP MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT. L 3 . ...Clt EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - ' DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING IVIv \P 1 LUIIW5 FV0J r ` Alpine Engineered Products, I[IC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Q �� Sacramento, CA 9$828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION - CALAV; P A C A E Lj 2. - (MtNKL-PAUL LEETE - T2 26'6 COMN) TOP CN ORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1. WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. TRUSS SUPPORTS 300# MECH UNIT; UNIT CENTERED AT 16-3-0; SUPPORTED BY TC; UNIT WIDTH 04-00-00;, SUPPORTED BY 3 TRUSSES.. T11IS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 'LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR' ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC @ 48.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. - 10 PSF BC LIVE LOAD PER UBC.. W4X4 = 175#%5# Ag 8-0-0 W2. 5X4 = W3X4= W3X4(Al) W3X4(Al) W2.5X4 L�2-0-0,.1 L"-,-2 0 0:J 13-3-0 13-3-0 I ` IE 26-6-0 Over 2 Supports R=1084 W=3.5" R=1119 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA/ -/l/ -/-/--/F Scale: -.25" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND C L L 1 6.. 0 PSF R E F R 4 2 7--2151 7 BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PURI ISHEDBY TPI (TRUSS PLATE LD W n INSTITUTE,' HES DFUNCTION FRIO DR., SUITE 2ERWISE00. MA ISDN, NI .TOP ICH FOR SAFETY PRACTICES PRIOR TO Q p�r,`„ 0. PSF', DATE , .D6/-30/98 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED .�' �T`p,�f li1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.,- Jun 3 O 9 i . "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED D'h� DRW CAUSR427 98181095 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;. ANY FAILURE TO No. C BO r7 y},�p r BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �/�Jli(9 S CA -ENG A E B / G W H - BRACING, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN E 8 0.200 £ L L 7 ��.L� CONNECTORSSPECIFICATON ARE PMADESOFDBY 20GATHE ASTMMA653AGR 40REST GALV ANSTEEL ERE%CEPTASSOCIATION) MOTEDAND TPI. APPLYAL INECOXXECTORS TO T 0 T :'+L .. ? 3. 0 PSS F - �,fc�Q'N�- 3 1277 . EACH FACE OF TRUSS, AND UNLESS OTHERNI SE LOCATED ON TH IS DE SIGN, POSITION CONNECTORS 'PER - ,p - �.y DRAW INGS"160 A - Z. THE SEAL ON THIS DRAWING IND LCATES ACCEPTANCE OF PROFESSIONAL E N G I NEERIMG v� C.IVIi. P' D U R .FAC .- 1 . 2 5 F R1U R - MD " Alpine Engineered Products,, Inc. RESPONSIBILITY SOLELY FOR TIIE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Q� Sacramento, Products,. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER QF L.�� - ANSI/TPI 1-1995 SECTION. 2. SPACING 24. 0 - ' (1'ILI1RC-rAd1L LLLIL - I3 e0 b L31KU) TOF CV411D 2x4 DF -L #1 BOT CHORD 2x8 DF -L #1 WEBS 2x4 DF -L Standard :145 2x4 DF:L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) BC From 587 PLF at 13.50 to 587.PLF at 16.50 BC From 505 PLF at 16.50 to 505 PLF at 26.50 BC.- 4855 LB Conc. Load.at.13.50 (H)A2�BMAt{^k1 M CONNECTION FOR TRUSS T-6 FRAMING FROM THE BOTTOM CHORD: SIMPSON HGUS28-2. SEE CATALOG C-PT95H-1 -FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEE HEIGHT OF SUPPORTING GIRDER. R'�."0WIg4P01E'D CONNECTION FOR ALL TRUSSES (UNLESS OTHERWISE SPECIFIED).,FRAMING.FROM THE.BOTTOM CHORD: SIMPSON HUS28. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. . 10 PSF BC LIVE LOAD PER UBC. W5X8 -i W3X6�i I11).3 UNU rntrAKtu VMUM L.UMI'U ILK InruI (LUAU) & u1MtnJlUn3) 3UUMI11tu UT Inuaa nr R. -2 Complete Trusses Required NAILING SCHEDULE: (IOd_box_nails) TOP CHORD: 1.ROW @ 12" o.c. BOT CHORD: 1 ROW @ 3" o.c. WEBS 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING.. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** r BEARING BLOCKS: NAIL TYPE: lOd_boz_nails BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 1 26.208' 1 12" 19 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139. L BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS CHORD. ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO W6X6 (R) III BRACE BC @ 48.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.- PLT TYP. Wave TPI -95 " =.25" Design Criteria: TPI STD CA 1 F Scale Ft. ' "WARNING`• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING)., PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200; MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TOO Lfl W t. TC LL 16 . 0 P S F REF... R427--21523 - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED '7� Q' q T C D L 10 .O P S F DATE. 06/30/98 - STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY. ATTACHED RIGID CEILING. .!TIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE RED ?y ,5,;/ J Uri 3 0 �9 B� H! B C®�TT CAUSR427 98181101 PRODUCTS, INC. SHALL- NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO. No. C 58005 7u BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND R&A"I1305 - A E B W H - BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL UESIGN Exp.6 0- 02 - N G /.G SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ' CONNECTORS ARE MADE OF 2OGA AS A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T . 3 - Alpine Engineered Products, Inc Sacramento, CA 95828 EACHFACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OESI GN, POSITION CONNECTORS PER DRAWINGS 160 A - Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT T'DESIGN SHOWN. THE SUITABILITY IL ITY AND USE OF THIS COMPONENT FOR AMY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS IITPI.1-1995 SECTION 2. - ll)q C'I ILP, �Op Cpl U R . _ . 2 ISPACING 24.0" R M('L- ., tf (1'¢:n KL-YAUL Lttlt - 14 13-b MUNU HIP) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00"oc. ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL. BRACE PER HIB -91 13.2.1 (FIGURE 33), OR.HIB-91 SUMMARY SHEET (FRAME 3 THRU 6), OR CA -HIPS DETAIL"CD110. W2. 5X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFH. ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.. 10 PSF BC LIVE LOAD PER UBC. IJ9 Gvn — LI T V V4 III L . 5-0-4. 8-0-0 _I R=421 W=1":5 CA/ -/I/' -/-/-/F : Scale. —.375"/Ft.. �ON-0 W hF TC LL 16:0 PSF," REF R427--21518 �P y "T C. U 10:0 PSF DATE _ 06/30/98 Jun 30 '98 _ + ,CT'D �: � DRW +CAUSR427 98181096 No. C 5800 v/]�d . Exp.B zoo BC �-7 %0.!A„r.S",FFkJJ/NG AEB/GWH * TOT. 33.0 P'S� �N 31283 Q IL DUR-:FAC. 125 F'RO&fl ©- OF CAU SPACING 24.0" .P , `6-0-0 PLT TYP. Wave TPI -95 Design Criteria: TPI STD "`WARNING'" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, .SHIPPING, INSTALLING AND _ BRACING. .REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE, 583 D'ONO FRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTNERYISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '•IMPORTANT'• FURNISH A COPY OF THIS.0ESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; 'ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND - BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE -0F TRUSS, AND UNLESS OTHERWISE LOCATE DON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. .THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DES IONE R, PER ANSI/TPI 1-1995 SECTION 2. YnunL —UL LLLIC - FCI 1-3 D 19VIVV nlr) TOP C'OORD 2x4 DF -L #1. BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT - EXTENSIONSEVERY 4.00 FT.'TO FLAT TC. ATTACH 2x4 STRESS RATED LATERAL BRACING TO FLAT TC @ 24.00" OC. ATTACH WITH 2-16d NAILS& 2x4 DIAGONAL BRACE PER HIB -91 13.2.1(FIGURE 33), OR DETAILCD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 OC. W5X4-i in1J Unu rMCrAMLU rMUPI uumruILM mrul ILUAUJ 6 U119LnJ1un J/ 3UDr1111CU DI.InUaz nTm- - ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD—,. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 05-06-00 JACKS WITH NO WEBS. CORNER SETS ARE.CONVENTIONALLY FRAMED: BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. NOTE: REACTIONS R:& R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. WZYA— W1 AYA IIS �5 3-8-4 4-2-0-0. �1F 3-6-0�_I L 576-0 _I_ B-0-0 _I �- 13-6-0 Over 2 Supports R-1142 W=3.5" - R=330 W=1.5" . R3=887 R3=330 PLT TYP. Wave TPI -95 Design Criteria: TPI(STD) "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE %—p W. TC L L 16.0 P S F ..INSTITUTE, -563 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO •7 - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `9� TC, DL 10.0 P S F STRUCTURAL PANELS, S, BOTTOM CM ORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. J UFI 3O 9 8 " IMPORTANT" FURNISH A COPY,OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l�Rm� PRODUCTS, INC.SHALL NIT BE RESPONSIBLEFOR ANYOEYIATION FROMTHIS DESIGN; ANY. FAILURE TO 'TPI; No. B v — BUILD THE TRUSSES IN CONFORMANCE PITH OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND -BRACING OF TNUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Eap, ��//� ,L����1111 ��—� C SPECIFICATION PUBLISHED 0Y THE AMEfl ICA" FOREST AND PAPER AS OC IAT I ON)' AND TPI. ALPINE �~�`YY]]llllhhJJ CO UNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED.. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ' DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING L`I I D 6RJ F 1 5 Alpine Engineered Products,IrLC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. ' THE SUITABILITY AND USE OF THIS 9� Sacramento, CA 95828 COMPONENT FOR ANY. PARTICULAR BUILDING. IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER � Cl�r SPACING SEE ABOVE ANS TP1 1-1995 SECT 10" 2. U Scale .375" /Ft CNOM MD (MENKE-PAUL LEETE - T6. 43' FT HIP GIRD) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER DUR.FAC:=1.25 / PLATE DUR.FAC.=1.25) BC From 204 PLF at 5.50 to 204 PLF at 43.00 BC 331 LB Conc. Load at 5.50 ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD.. RB"CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON LU26. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE.SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. W3X6 10 PSF BC LIVE LOAD PER UBC.' W5X4 (R) O� W6X6 (R) �8 r— (A) / W4X4 (R) III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete.Trusses Required. NAILING SCHEDULE: (10d_box _nails) TOP CHORD: 1 ROW @ 12" o.c. BOT. CHORD:'I ROW @ 12" o.c. . WEBS 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ,DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD... (T)PROVIDE CONNECTION FOR, 423# UPLIFT. ANCHORAGE MUST BE CONTINUOUS.TO THE FOUNDATION. RECOMMENDED CONNECTION FOR UPLIFT:.SIMPSON H3. SEE CATALOG C-PT95H-I,FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIMUM HEEL HEIGHT OF SUPPORTING TRUSSES.) W3X8= . W2.5X4= W3X8'4� W4X6 (Al) 8-0-0 (T) . W4X4 III W4X6 (R) III W3X10 = W4X4(R) III W2X4 III W2 5X4 = W5X8= W2:5X4 (R) III W4X12 (B3) Ea,. W5X6= V31# W5X6= W2X4III �1F 6-1-12 _I I 13-6-0 _I_ 16-0-0 _I_ 13-6-0 J IE43-0-0 Over 3 Supports R=51'W=3.5" R=6540 W=3.5" R=4854 W=1.5".'. PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA 1 F Scale =.1875" Ft. **WARNING'* TRUSSES REQUIRE. EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 818 91 (HANDLING INSTALLING AXD BRACING), PUBLISHED BY TPI (TRUSS PLATE �p W t. TC LL 1 6 .0 P S F R E F. R 4 2 7 21520 INSTITUTE, 583 D'ON OFRIO DR., SUITE ZOO, MADI SON, NI 53719). FOR SAFETY PRACTICES PRIOR TO (CLD •7� PE THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �P _ '9� T C D L �i0 6 /30/98 ' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - lU n 3 O ' 9 8 •*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED , USR427 98181098 _ - PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r {A BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND No. C 8 05 ^\ � 1 - BRACING OF TRUSSES. THIS DE SIGH CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Exp. 0. 0 D • 0 P SAF t CSA•- E N G A E B / G W H SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE \Yr CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO rlT�\&D . 3 3 0 P S F S E Q N -31293' EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - DRAWINA-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING dj, VIt. �P. U R A C '1.25 F ROM M D Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY fOR TIIE-TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS '9 SaLra1I onto, CA 95828 - . COMPONENT FOR ANY PARTICULAR BUILDING IS 1HE RESPONSIBILITY OF III E BUILDING DESIGNER, PER OF CgL1 Q: $ P A C I N G 24.6 " ANSI/TPI 1-1995 SECTION 2. - (MENKE-P.AUL• LEETE - T7 43' HIP) TOP Ch ORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 ' WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER.PER NDS -91 TABLE 7.3.3.. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL -FRAMING. *********DO NOT TURN TRUSS END FOR END********** THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED -BY TRUSS MFR. ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00"oc. .ATTACH WITH 2-16d.NAILS & 2x4 DIAGONAL BRACE- PER RACEPER HIB -91 13.2.1 (FIGURE 33), OR HIB -91 SUMMARY SHEET (FRAME „ 3 THRU 6)', OR CA -HIPS DETAIL'CD110. W2. 5X4 0 W2. 5X4 = W3X8= W2. 5X4 = WH4 W2.5X4oi W2 5X4 W5X4(R) 8 1— (A) (A) (A) 8 W2.5X4 0� (A) PLT TYP. Wave ,TPI. -95 Design Criteria: TPI STD CA - 1 - F Scale =.1875" Ft. **WARN ING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPI (TRUSS PLATE %_0 W. TC LL 16 0 P S F R E F S R427--21521 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, MI 53719), FOR SAFETY PRACTICES PRIOR TO 0 •7� - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED (ij 0� '9 L 10 , 0 PSF: 'D A T E 06/30/98 STRUCTURAL. PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - J U n _ "IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED ((,/,� B / .-� 7 0 P S F D R W-�CAUSR427 98181099 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY. DEVIATION FROM THIS DESIGN; ANY FAILURE TO No oo V BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND - fb�� CA: -ENG A E B / G W H — BRACING OF TRUSSES. - THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Ex 20 SPECIFICATION PUBLISHED BY THE -AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2O6A ASTM A653 GR4O GALV. STEEL, EXCEPTAS NOTED. APPLY CONNECTORS TO T L D 33_YO�)= Q N31297 _ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .p DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING v� CIVIL P D U R�. F 5 - F R 0 M M D Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Q} $8ClBIYIC0l0, CA 95828 ANSI/ TPIT 1 FO1995N SECTIOONC�L AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER •C OFCAU SPACING 24. 0 "_ k-11-1 VC%UL LLLIr - 10 43 ntr) 13 uwu I-MLIAntU rnun L,unruItn InruI (LUAU) a U rltnJIUND) JUt3MIIILU 01 Lnuaa rirn. .. TOP, CHORD 2x4 DF-L.#1 ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF-L #1 WEBS 2x4 DF-L Standard (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING EQUALLY SPACED. ATTACH WITH (2) '8d NAILS. PLATES DESIGNED FOR GREEN LUMBER PER NDS-91 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM-FIR #3 OR BETTER .@ 24.00"oc. ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. PER HIB-91.13.2.1 (FIGURE 33); OR HIB-91•SUMMARY SHEET (FRAME 3 THRU 6), OR CA-HIPS DETAIL CD110,'. . *********DO NOT TURN TRUSS END FOR END********** W3X8= W2 5X4 ' W2 5X4 �i W2. 5X4 (R) III W2.5X4 = - W5X4 (R) W2 .5X4 W2.5X4 8 r (��) (A) (A) 8 W2.5X4 (A) 8-0-0 W3X6 (B1) = W1 .5X4 III W3X4 (R) III W5X8= W1.5X4 III W2. 5X4 = W3X8 W2.5X4 W1.5X4 III W3X6- W2.5X4(R) III W3X6 W3X6(131.) 10-7-12 _ - 13-6-0 ,I_ 16-0-0 I 13-6-0 43-0-0 Over 3 Supports =357 W=3.5" R=1610 W=3.5 R=1023 W=1. PLT TYP. Wave TPI-95 - Design Criteria: TPI STD CA/-/11-/-/-/F Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 0 REF-R427--21522 . - BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE �D W E` INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �D 5CD 06/30/98 PERFORMING THESEFUNCTIONS.UNLESSOTHERWISE INDICATED, TOPCHORD SHALLHAVE PROPERLY ATTACHED ��Uhm STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEDR IGID CEILING, Jun 30 y ' • ' IMPORTANT** FURNISH A COPY OF THIS DESIGN TO TME INSTAL UTION CONTRACTOR. ALPINE ENGINEERED (q� �� � 0 P S W Cb SR427 98181100 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN Y DEVIATION FROM THISDESIGN;, ANY FAILURE TO 580.0:1 .BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO VV DD-- BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN P. -30.2002 BC L l) P - , C A -ENG , A E B / G W H SPECIFICATION PUBLISHED BY THE AMERICAN FOREST "AND PAPER ASSOCIATION) AND TPI. ALPINE- CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 0 * TOT. L D . 33.0 P S F S E QN.` - 31300 'EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER G L`lvlL p D U R ;FAC . 1.25 F ROM M D RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THE SUITABILITY AND USE OF TH Alpine Engineered Products, Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER St+c.nento,CA95828 ANSI/TPI I-1995 SECTION 2. oFc�►F SPACING 24.0" (MENKE PAUL LEETE - T9 43' COFFER HIP) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard cn Q: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3.: (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. CXDrn cv LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 0 24.00"oc. ATTACH WITH 2-16d NAILS & 2X4 DIAGONAL BRACE z PER HIB -91 13.2.1 (FIGURE 33), OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6), OR CA -HIPS DETAIL CD1106 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 48' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W2.5X4 O . W2.5X4Ga - H c� 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.17` DUE TO LIVE LOAD AND 0.19' DUE TO DEAD LOAD. (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING .EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. 10 PSF BC LIVE LOAD PER UBC: BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2 .5X4 Q W3X8 Es . r - -- - - �.9=3- - W3X8(A1) WSX68 W1.5X4 M W5X8� M4(k)MI W1.5X4 N C-1 z W3X6m c_!3 z w - , w z 10-6-0--? ' 0 Q a 13-6-0 16-0-0 13=6-0 5-1070 7-2-0 5-6-8 1 24-5-8 43-0-0 Over 2 Supports R-910 W-1.5` .-2080 W-3.5' E! PLT TYP. Wave.TPI-95 Design Criteria: TPI STD CA - 1 - - F -Scale -.1875'/Ft. 00 ••YARNING•• TRUSSES REQUIRE EXTREME CARE 16 FABRICATION, HANDLING, SHIP►IAG. INSTALLING AND $RACING. REFER TO MIB•91 (NANDLING INSTALLING AND BRACING). ►UNLISHED BY TPI (TRUSS ►LAT, W. TC LL 16.0 PSF REF R427--21526 O� O7 INSTITUTE, $B) O'ONOFRIO DR., SUITE IOD, MADISON, VI 65718), FOR SAFETY PRACTICES PRIOR TO0 PERFORMING TRESS FUNCTIONS. UNLESS OTNERVISE INOICATED.' TOP CHORD SNAIL HAVE PROPERLY ATTACKED TC DL 10.0 PSF DATE 06/30/98 STRUCTURAL PANELS, BOTTOM CMOAD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -- •'IMPORTANT— FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINECIED PRODUCTS, INC. SHALL NOT NE BESPONSI6LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO bP4` Jun 30 198 (RTI; F `E 00 CAUSR427 98181119 ' .OM ,�- BUILD TBE TRUSSES IN CONFORMANCE VITM TPI. OR FABRICATING, HANDLING. SBIPPIYB. INSTALLING ABDO BRACING Of TROSSES. THIS DESIGN CONFORMS NIT: APPLICABLE PROVISIONS OF RDS (NATIONAL OISIGYAL. SPECT/fCATTON PUBLISH I3M[D 6T 7N[ AMERICAN FOREST AID ►APF. ASSOCIATION) AND TPI. ALPfNE N BD 5 V ! - .,a CONNECTORS ARE ADE OF EO6A ASTM A6S5 6810 QALY. STIEL. EXCEPT AS BOTID. APPLY CONNECTORS TO , L X3`3".'0 P`S �p N [ACM IAC! OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER r DRAVIBGS 160 A-1. THE SEAL ON THIS DRAWING 1101CATES ACCEPTANCE OF PROFESSIONAL ENGINEER,:: {{�� CIV11- - U R AC . F R ' w MkI �L,, "'rte �, TIC: .COMPONENT,f DI AA TSOLELY DESIGNER. USE PEI THIS PARTICUL IEBUILDITIUSSN9 IISS�THETRESPONSIBILITY OF IKE 801LDINGSUITABILITY . _ = A9582prod Saalwtt. 93ffiB ANSIrIPI I-1225 SECTION 1. SPACING 24.0 -. (rinYr.C-r•AUL Ltt.lt - IIU 43' LUI'YtK Hlr) TOP CHORD 2x4 DF -L #1 BUT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180:00 TOTAL LOAD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00"oc. ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 (FIGURE 33), OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6), OR CA -HIPS DETAIL CDIIO. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 48`' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. IDIS DWG FKt F'AKLU FKUM COMPUItK INPUI (LUAUS & DIMENSIONS) SUUMIIILU BY IKUSS Mt K. PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND 0.21" DUE TO DEAD LOAD. (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING EQUALLY SPACED..ATTACH WITH (2) 8d NAILS. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X4142.5X4= 143X8Es W2.5X4 W4X40 W3X10!i W5X4(R) 0 % 8 r W1 5X4 .. (A) (A) (q) 1 8 W2.5X4.� (A) W4X4= W6X8= W5X8_ W3X6(B1) 6 6 L_ *8-0-0 W3X8 Al ( ) W5X6= W1.5X4III W3X10� W4X4 R ( ) III W1.5X4111 _ W3X6=:: IE. 9 0 0. �lF_0-�I . 13-6-0 16-0-0 _I. '13-6-0 5-10-0 7-2-0 5-6-8 T` 24-5-8 �{ 43-0-0 Over 2 Supports R=994 W-1 .5", R=1996 14=3..5 PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA - 1 F '' Scale =.*1875" Ft. ' "WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND .- BRACING REFER TO HIB 91 _ TC L L 6 0 • PSF REF 'R427--21525 - (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR01 DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO - �D w t�n �(� �� •1n�i�A. ..1 . -�C PERFORMING THESE FUNCTIONS: UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Q' `Y1Y DL •.- 1O..0 PSF DATE 06/30/98 - STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A' PROPERLY, ATTACHED RIGID CEILING. " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;. ANY, FAILURE TO Jun 3 O '98 BB .- 7_, 0 .P S F -. D R W CAUSR427 98181118 BUILD"7HETR TRUSSES IN CONFORMANCE WITH TPI; 'ORFABRICATIXG, -SHIPPING, INSTALLING AHD No. 58 5 '. a �T `y. OF - A E B / G W H - BRACING OF, TRUSSES. THIS DESIGN CONFORMS WITH AP PLICANLE PROVISIONS OF IDS (NATIONAL UE SI GN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AID TPI.' ALPINE �a os .. .-ENG CONNECTORS AREMADEOF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY,CONNECTORS * * O T S O N - '31335 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER NG D U A - 1. -. -140 ' . Alpine Eng1I1e07Cd Producls,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF,T .D Sacramento, CA 9$$28 COMPONENT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0F (,`p,�iF SPACING 2 " ,(MENKE-PAUL LEETE - T11 43' COFFER NIP) TGP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00"oc. ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 (FIGURE 33), OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6), OR CA -HIPS DETAIL CD110. WD4% W3X4= TATS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR.' ROOF OVERHANG SUPPORTS 12.00.PSF'SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.17" `DUE TO LIVE LOAD AND 0.19" DUE•TO DEAD LOAD, (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. r' A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W3X8= W2.5X4o� 8-0-0. - W5X6= W1.5X4III W3X10= W3X8 (Al) W4X4(R) In W3X6(81) W3X6= . W1 .5X4 III 1,2 Q 9-0-0 �1 0 �1 h 13-6-0 '. �; 16-0-0.' _I_ 13-6-0 :5-10-0 '1�°. 7,-2-0 T 5-6-8 T 24-5-8 ((h IRm1157 W=3.5" 43 0 0 Over 2 Supports R=1985 W= 3.5" PLT TYP. Wave TPI -95. Desi gn Criteria: TPI STD 1 F Scale =.1875" Ft. - ' "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AMD BRACING. REFER TO HIB -91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200, MADISON,& W[ 53219), FOR SAFETY PRACTICES PRIOR TO �p W. �0 A(- `�]T�iT C /� '1 00 P S F �� `. j(T' R E F R427-- 21524 ' PE RFORMING THE SE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL MAYE PROPERLY ATTACHED i I ���l DATE 06/30/98 - STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '-- " IMPORTANT". FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE'.ENGiNE E REO Jun 30 '98 D L // Pei, R W CAUSR427 9BIBIID2 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN Y FAILURE TO '" I" Jf" BUILD THE TRUSSES IM CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING A ND BRACING OF TRUSSES., THIS NO. C S S L v �P-� - ENG A E B / G W H - DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED ByTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI .. -ALPINE Ex .8.3 0 .. CONNECTORS ARE MADE OF 20GA ASTM AS 53 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �, T . L D. . 0 P F 'Pt31331 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF.P ROF ESS ONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH OYN. THE _ sj. CIVIL P D U R . FAC. 11.25 FIRM D Alpine Engineered Products, Inc. SUITABILITY AND USE OF THIS qQF Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 8UILDING BE$IGNER, PER ANSI ITPI 1-1995 SECTION z. L.�¢l - SPACING „ 24.0 }r (MENKE-PAUL LEETE - T12 43' COFFER HIP) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1. WEBS 2x4,DF-L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ' DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER - @ 24.00"oc. ATTACH WITH 2-16d NAILS 8 2x4 DIAGONAL BRACE PER HIB -91:13.2.1 (FIGURE 33), OR HIB -,91 SUMMARY SHEET (FRAME 3 THRU 6), OR CA -HIPS DETAIL CD110. W4X4 W2.5X4 W4X4,i tills DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. =CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND 0.21" DUE TO DEAD LOAD. (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2. 5X4.o W3X8= W2. 5X4 W1 .5X4 III T 1-7 8 0-0 Ll�vn a PLT TYP. Wave TPI -.95 Design Criteria TPI STD. CA/- 1 F Scale =.1875" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE %,p w T C LL _ 16.0 P S F R E F R427 - -21527 INSTITUTE, 583 D'ONOFRIO'OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR.TO •7 �,�, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SMALL HAVE PROPERLY ATTACHED_,'9�T�j�i"Ij`� 1 0.0 P S F DATE, 0 6 / 3 0 / 9 8 STRUCTURAL .PANELS, BOTTOM CHORD SHALL HAVE 'A PROPERLY ATTACHED RIGID CEILING. J U n 3 O ' 9 8 •r - IMPORTANT`* FURNISH -A COPY OF,THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I Y�.5C. D LN 7 0 P S F D R W CAUSR427 98181103 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY 'DEVIATION FROM THIS DESIGN; ANY FAILURE TO - I ��i' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No..0 .BBDO ddd - BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN.' E: 200 B C � ^ °S ' CA -ENG E B / G W H SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND.TP1. ALPINE CONWEC TORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T L D 3 3 {0 SF3Q N ' - 3'1327 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �� DRAWINGS 160 A-2. THE SEAL ON THIS�DRAW ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F" C •5 a I �'i'r+ M D Alpine Engineered Products, InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE -SUITABILITY AND USE OF THIS �P Sacramento, CA 95828 COMPONENT• FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F A 1Ore ANSI(TP1 1-1995 SECTION 2. CAU SPACING 24.0" .0-1-111-FMUL LCCIC - 11,3 41.0 MUMU wrrtK HIP) TOP CNORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER ,UBC. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00"oc. ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE...' PER HIB -91.13.2.1 (FIGURE 33), OR HIB -91 SUMMARY.SHEET (FRAME 3 THRU 6), OR CA -HIPS DETAIL CD110.- W3X14ii W1.5X4 III INIS OWG PKLPAREU FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ' ROOF OVERHANG.SUPPORTS 12.00 PSF SOFFIT LOAD. (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING. EQUALLY SPACED. ATTACH .WITH (2) 8d NAILS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 8 A (A) A) 9-0-4 W2. 5X4 �i W5X14 _ W5X8; 6 6 L W1.5X4III 8-0-0 W2X6 (Al) g W5X4; W2.5X4 = _ IFz Owl I_ 13-6-0SII. 8-0-0 31 5-10-0 T 7-2-0 f 5-6-8. T 2-11-8 1 �E 21-6-0 Over 2 Supports R=881 W=3.5" - R=690 W-1.5" PLT TYP. Wave TPI -'95 Design Criteria: TPI STD =.25" Ft.' "WARNING" TRUSSES REOUIRE'ETTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING-. REFER 10 HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �fl W. t• .it 0 P S F R E F R 4 2 1 - - 21528 . INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO IV 7 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED pj �Q' �{ t C 0, DATE 06/30/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVEA PROPERLY ATTACHED RIGID CEILING. Jun 3 O ' 9 6 n **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED - Dy F CAUSR427 98181104 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;, ANY FAILURE TO IIe�V� ` �/F BUILDBRACING THE OFTRUSSES TRUSSES!N COTE SHDESIGNWITH CONf ORN SOM PTHFABRICATING, APPLICABLE PROVISIONS_SHIPPING (NATIONAL IDESIGN E:>tp. 0. 002 B C L L �0 . O P Sof'. ��bC"-T N G A E 6 / G W H _ .—IH—HON TPU8LI SHED BY THE AN ER IC FOREST ANDPAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EIICEPT AS NOTED. APPLY CONNECTORS TO T 0 T . L D . ' 33 .10 j S F;@� 'S'EIQ W 3 13 4 3 .. EAC II FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER _ .. DRAWINGS 160 A -Z. . THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CIVIL \P D U R . FAC . 1 . 2 5 FA',O M rM D Alpine Engineered Products, InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Q� 4� S8CT8ITIeDto. CA 9582$- COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CiF CgUE _ S PACING 2 4 . O " ANSIITPI 1-1995 SECTION 2. CMENKE-PAUL LEETE T14'21-6 MOND HIP) - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 OF -L J1 ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. - BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING c -EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. N Q; PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I10 PSF BC LIVE LOAD PER UBC. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. N_ - - - - N LATERALLY BRACE FLAT TOP CHORD -WITH 2x4 HEM-FIR.$3 OR BETTER @ 24.00'oc. ATTACH WITH 2-16d NAILS 3 2x4 DIAGONAL BRACE z PER HIB -91 13.2.1 (FIGURE 33), OR HIB -91 SUMMARY SHEET (FRAME W2,5X40 W3XBs W1.5 X4 3 THRU 6), OR CA -HIPS DETAIL CD110. W2. 5X4 T L 8 r (A) (q) ;(A) 9-)-4 v cya A Xi,66 R-0-0- w W1.5X4 m W2.5X4Ea w W2X4(A1) ® W1.5X4 B W3X4E� z W3X8® z . - w - z B'. -8—�1 a 13-6-0 _I_ 8-0-0 _I IJ21-6-0 Over3 Supports ", R-631 W-3.5" ; R-452 W-1.5 R-487 Wm3.5 PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA - 1 - - F Scale"r:"25` Ft. -WARN I— TRUSSES REQUIRE EXTREME CME 11 FABRICATION, HANDLING, SHIPPING, INSTALLING AHD TC LL 16.0 "PSF REF "R427--21748 CA7 BRACING. REFER TO 8I0-91 (RANDLIXG INSTALLING ANBRACING), PUBLISHED BY TPI (TRUSS PLATE �/ `- C77 - INSTITUTE, 588 0'090FR10 DR.. SUITE 500, MADISON, VI S3719), FOR SAFETY PRACTICES FRIOR 70 7 A IERFORMIN. THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED - TC DL. 10.0 PSF DATE 06/30/W STRUCTURAL PANELS, BOTTOM CHORD SBALL .HAVE A PROPERLY ATTACHED RIGID CEILING. VVV Jun 30 ' 9 �p [� ••IMPORTANT•• FURBISH A COPY'OF TNI$ DESIGN TO INE INSTALLATION CONTRACTOR. ALPINE INOUEEREO BC - DL 7.t F DRW CAUSR427 98181077 M PRODUCTS, INC. SHILL NOT BE AESPOISIRtE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE To N0. C 68006. J�-{IL- .. BUILD THE TRUSSES IN CONFORMANCE WITN TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND -ENG` AEB/GWH ,z• BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN E.pN BC •LL ,A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINEW.a380 15DONECTORS ARE MADE OF LOGA ASTM A655 NN40 QALY. STEEL. EXCEPT AS NOTED. APPLY Cc RECTORS TO- TOT. IACM FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED 00 THIS DESIGN, POSITION CONNECTORS PER �6,, p,,,,�,,,.,, DRAWINGS 160 A-1. TRE SIAL 01 IBIS DRAY 118 INDICATES ACCEPTANCE Of PROFESSIONAL ENGIYEERIIG OUR. FAQ. .2 Alpine En �'' CAISP OMPO[RTI FOXYIJIYLELY FOR PARTICULARINU II RIGSS ORS TWEETDESIGN SI1OW1. THE IESPOISID1l ITT OF Ttl[ BUIl01Y81TY 0ESIG�NERS 1[R 7813 + , 95$18 ANSI/TrI 1.1995 SECTION I. - SPACING 24." (MENKE PAUL LEETE - T15 27' COMM) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2z4 DF -L1 :T2 2x4 DF-L1&Bet.: ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard �,(A), 1X4 STRESS RATED CONTINUOUS LATERAL BRACING Q, EQUALLY SPACED. ATTACH WITH, (2) 8d NAILS. N- Q; PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7•.3.3. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO, BRACE BC 0 48.00" OC. (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, N - -- 10 PSF BC LIVE LOAD PER UBC. rn N .. o W04 z - W1 :5X4 ® T2 (A) (A) W2.5X4,k B I— ; ' 4- -7 K=)" _ -0-0 ••,A _ _ - a W2.5X4H W3X4m W2.5X4� W1.5X4 m w W2X4(Al) w w z z, 11.2 o as 8- 3.- 6--� y� 13-6-0 I 8-0-0 J ,; `21-6-0 Over 3 Supports —1 R�448 W-3.5'' R-694 W-3. . R-429 W 1 5' 5` M PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA - 1 - - F Scale —.25N Ft ~ —WARNING-- TRUSSES REQUIRE ESTREKI CARE IN FABRICATION, "IDLING. SNIPPING. INSTALLING AND O' n w � TC LL 16.0 PSF - REF R427--21749 m BRACING. REFER TO NIN•91 (HANDLING INSTALLING AND BRACING),' ►UBLISIED BY TPI -(MOSS PLATE V� Q3 INSTITUTE, SDS O'ONOFRIO DR., SUITE 200, NADI50N. N1 SS719). FOR SAFETY PRACTICES PRIOR TO [Si P[X/OItM1N0 T1[LE FONCTIOXS, tl1l[SS OTRERY6E lRO1CITE0. TOP CHORD SUALL RAPE PROPERLY ATTACHED - - TC OL�• 1( DATE 06/30/96 STRUCTURAL PANELS, BOTTOM CHORD SHALL BAY[ A PROPERLY ATTACHED RIGID CEILING. Jun 3O ' ^ IMPoRTABT— FURNISH A COPY OF THIS DESIGN TO TBE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC �,F RW CAUSR427 98161078 O PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGXI ANY FAILURE TO C �s CT3 BUILD THE TRUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING. BAWLING. SNIPPING, INSTALLING AND BRACING OF TRUSSES. - THIS DESIGN CONFORMS UITH APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN EN(L0 2 C L_ 0.1 C AEB/GWH Z SPE'CIf ICATI DB ►UBLISNEO BY THE AMERICAN FOREST ARD PAPER ASSOCIATION) AND TPI. ALPINE �i J CONNECTORS AXE MADE OF 2OGA ASTM A653 U40 GAIN. STEEL, EXCEPT AS NOTED. - AMPLY CONNECTORS TO %OT. LD , 3 - PSF '--' 4k --EAC FACE 0► TXNSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEA - DRAWINGS 160 A4, THE SEAL 01 THIS ORAWING IRDICATES ACCEPTANCE Of PNOFESSIORAL ENGINEERING DUR.FAC. 1.25 F O :,j1D'j�. e�� � RESPONSIBILITY SOLELY-fOR THL TNU1S CONt01[NT 0[SIBN SHOWN. TAE SUITABILITY AND USEOF TIES ^�Y COMPONENT FOR AMY -PARTICULAR BOIIOINS IS THE RESPONSIBILITY OF THE BUILDING DESIGHER, fER OIF SPACING 24.0" •,� '�L AR . CA 9SBU ANSI FT/i 1.1995 SECTION 2. (MENKE-PAUL LEETE T16 27' HIP 7'6 SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.' TOP CHORD 2x4 DF -L #1 . ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. . BOT CHORD 2x4 DF -L #1. WEBS 2x4, DF -L Standard (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING C=) EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. cz PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. �10 PSF SC LIVE LOAD PER. UBC. #1 HIP SUPPORTS 07-06-00 JACKS WITH NO WEBS. N CORNER SETS ARE CONVENTIONALLY FRAMED. rn � USE THIS DESIGN FOR COMMON HIP TRUSSES 24.0' OC. EXTEND - SLOPING TC OF TRUSS ANDJACKS TO HIP RAFTER. SUPPORT BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. EXTENSIONSEVERY 4.00 FT. TO FLAT TC. ATTACH 2x4 STRESS RATED *******DO NOT TURN TRUSS END FOR £ND********** LATERAL BRACING TO FLAT TC 0 24.00' OC. ATTACH WITH 2-16d NAILS$ 2x4 DIAGONAL BRACE PER HIO -91 13.2.1(FIGURE 33), OR DETAILCD110. SUPPORT HIP RAFTER -WITH CRIPPLES ®.EVERY 05-0.7-14 OC • W7X60 WSXBEm W2.5X4 ® W7X6� W1.5X40 W1.5X4� 8 r (A) 8 cry - c� - a �8-0-0 w p 3X8 ES W1.5X4 W,' a W 3X4 w W r� w - W2.5X4(A1) �, W2.5X4 a W4X4(A2) W4X4Ea z W4X4(R) n z w 8-3-8- J w-O-oti1 7-6-0 1 12-0-0 1 7-6-0 _J 27-0-0 Over 3 Supports R=260 W-3.5" R=2876 W-3.5 R-1296 W�3.5' R3-260 - R3-1299 R3�772 7 . c„-� PLT TVP. Wave TPI -95 Desi n ria: TPI STD F Scale -.25' 'Ft YARNING*• iRUSSEi REOUIRf ERTREME.CARE IN FABRICATION, MANOLIAG, sxIP7. N9. INSTALLING AND 'A� TC LL 16.0 PSF REF .R427 --2175U . aCJ - MAC INS, REFER TO HIB -91 (HANDLING INSTALLING AND GRACING). PUBLISNED IT TPI (TRUSS PLATE OVv W H o) INSTITUTE. SNa D'ONOFRIO Dal SUITE 100. MADISON. MI 0719), POA SAY IIT PRACTICES PRIOR TO [77 PERFORMING TRFSE FUNCTIONS. Otl/ii OTOERHISE INDICATED, TOP CHORD SHALL RAPE PROPERLY ATTACNEO TC, ,OL 10.0 PSF DATE 06/30/98 , STIIUCTbIAI PANELS. BOTTOM CHORD SHALL HAVE A 110IERLT ATTACHED RIGID CEILING. Jun 30 9 BC DL 7.0 PSF DRV CAUSR/27 98181079 - ~ IMPORTANT c=) A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTDR. ALPINE ENi11EERE0 O S o PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOA ANY DEVIATION FROM THIS OES16N; ANY FAILURE T0. BUILD THE 7RUSS17 IB CONFORMANCE WITH TPI: 01 FABRICATING, HANDLING, SHIPPING, 1157ALLIIQ AND Vj L PSF CA -ENG AEB/GWH B1ACING OF Ta0SSE5. 7015 DESIGN CONFORMS KITH APPLICABLE PaOVIS10RS OF NOS (NATIONAL DESI6tl �P SPECI/)CAT 100 PUBLISHED 0i TBE AMERICAN FOREST AMO PAPER ASSOCIAIIOM) ADD TPI. ALPINE Q( 1n� 3 0 P SEQN - 31362Co%ECTOaS ARE MADE Of FOGA ASTM ABSa GRAN GALT. STE[l. EfCEPT AS NOTED. APPLY CURBECTORS TO Ty`:.*'�-- "—' EACH /ACE 0I TRUSS. AID UK OTIILIYISE LOCATED ON THIS DESIGN. POSITION COHNECT0R5 fEa �Zd'lD' . DRARIMGS l6D A-1. THE SEAL 01 THIS DRANIRG INDICATES ACCEPTARCE Of PROF[SSIONAL ENSIREERING (� �IV QUR .FAC 1, ? F.RUM SMD Alpkm RESPONSIBILITY SOLELY FOR TOE TRUSS COMPONENT DESI6A SNON1. iBE SUITABILITY AND USE OF THIS �,,,�8� AlpkmEn9bwIWCdPnDdNotB,ITIC, COMPONENT FOR ANY PARTICULAR BUILDING IS 711E IESfOMS1BILITY Of THE BUILDING DESIGNER, fER ��A{JF" SPAC G°' SEk�ABO'UE,J z� 7 Seaman 6CA 95828. ANSI M1 1.1995 SECTION Z. a. �W;� (MENKE PAUL LEETS - T17 43' HIP GIRD) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. roP CHORD 2xa DF -L1 2 Complete Trusses Required 0' CHORD 2x8 DF -L #1 WEBS 2x4 DF -L Standard NAILING SCHEDULE: (10d—box—nails) TOP CHORD: 1 ROW 0 12" o.c. BOT CHORD: 1 ROW 0 9" o.c. Q PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. WEBS 1 ROW 0 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS 1 (A),1X4 STRESS RATED CONTINUOUS LATERAL BRACING IN EACH ROW TO AVOID SPLITTING. m EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. 10 PSF BC LIVE LOAD PER UBC. GIRDER SUPPORTS: 21-06-00 SPAN TO BC ONE FACE p� CONNECTION FOR 21-6-0 TRUSSES FRAMING TO THE BOTTOM z AND 02-00-00 SPAN TO TC/BC SPLIT OPPOSITE FACE. CHORD 0 24` O.C.: SIMPSON LU526. SEE CATALOG C-PT95H-1 FOR DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. NAILING SPECIFICATIONS, SUNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM=FIR #3 OR BETTER SUPPORTING GIRDER.] O 24.00"oc, ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HID -91 13.2.1 (FIGURE 33), OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6), OR CA -HIPS DETAIL CD110. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W5X8,0 W2.5X4(R) M W3X8- W4X4.(R) M W3X8,%, W5X8® 1 -c_-D W2.5Xr4� eW3X10 B W1 .5X4 (A) (A)(p) (A)0 c�'=3 W1, 5X4 19 (A) j z T 4-4-7 �I ' I z 2: 13" 1 9-3-0-0 0.3 m W5X4(R) N W5X8W3X4s W4X419 W4X4(R) W W5X8am I W6X6HW6X6Ea W6X6e .. W6X6in� Q 10-4-0 16-0-0 7-6-0 33-10-0 Over 2 Supports 6478 W-3.5" R-6478 H 3 5e, 0 • m C-3 PLT TYP. Wave TPI -95 Desi n Criteria: TPI STD CA - 1 - �- F Scale -.1815" Ft. ~ ++WARRING+' TRUSSES REQUIRE ESTRElE CARE IB FABRICATION NANDLItR, SHIPPING, IISLALLIIG -ANO O�w .TC LL 6;aOn, EBF 4427BRACING. REFS/ TO 111.91 (HANDLING INSTALLING AND BRACING), PUBLISNED BY TPI. (TRUSS ►LATE C7) IISTITOT[. 603 O'010►AIO DR.. SUITE 200, MADISON, NI S37IP). FOl SAFE7T PRACTICES 10.IOR TO ptERfOR111NG TX[S[ FOYCTIDNS.ONLESS OTNERWlSE INDICATED. TOP CNOND SNAIL NATE PROPERLY ATTACHED TC DL - 10•I DATE 06/30/98 STRUCTURAL PANELS, BOTTOM CHORD SHAH HA►E A PROPERLY ATTACHED RIGID CEILING.IMPORTANT— fURNISIACOPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ERGINEERED Jun 30 � 9 BC DL7 p PS rDR'W�CAUSR4t27�98181080 � Px000CTS, INC. MALL IDT 0E RESPONSIBLE FDR ANY DEVIATION FRDM THIS DESIGN; ANY FAILURE TO NO 006 M BUILD THE TRUSSES 11 CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BC LL 0.0 PSF CA= EN6� AEB%GWHo BRACING Of 79NSSES. THIS DESIGN CONFORMS WITH APPLICABLE PADIISIONS OF 103 (NATIONAL DES1611 a + i- COIWECTORSIBI ARE/111LIS"ID By MADE Of 206ATHE AMERICAN FOUST ASIR A653 6440 GALYAN STEELEREICEPTIASI NOT[D.O T11. ALPINE APPLY CONNECTORS TO * TOT. L D . 33.0 PSF "SEG N ti EARN PAGE Of TR1SS, AND UNLESS OTHERWISE LOCATED ON TIis OE SIGN, POSI710N CONNECTORS PER l f i n2AWING3 160 A•E. THE SEAL OR TINS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING _ n, -gyp DUR.FAC. 1.25 _ FROM -A:MD (MENKE-PAUL LEETE T18 43' COFFER THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. • T�8 4 43 H (A) (A)(A) (A) _ Q Wt. 5X41Y 4-4-7 -.w 2-113 w 8-0-0 Ff z. WU413 . , W3X8s W1.5X4 ® W3X8E3 W3X6® W1.5X4 W ". W3X4= WM Em µ w ."`�. 10-4-0 I 16-0-0 J_ 7-6-0 J" 33-10-0 Over 2 Supports R-1116 W-3+5' R-1116 W-3:5" CXJ c-� PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA - 1 - - - F Scale —.187P/Ft. HARKING— TRUSSES REOUIRE [ITREME CARE IN FABRICATION, HANDLING. &RIPPING, INSTALLING AND - rn eteclNA, R6FLA TO YIN•fl (NAHDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Lpyy TC LL 16.0 PSF REF R427-=21752 CT USTITOTE. SBR D'OYOFIID DA., SUITE IOD, MADISON, VI S3119), FOR SAFETY PRACTICES PRIOR TO 0 H PEifOAMINR THESE FUNCTIOSS, UNLESS OTHEAIISE INDICATED, TOP CHORD SAALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE D6/3U/'98. ^' - STRUCfUW PANELS, BOTTOM CHORD SHALL RATE A PROPERLY ATTACHED RIGID CEILING. Jun 30 '9 p - ••IMPOATANT•• FOINISA A COPT OF TBIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC OL 1 .O PSF DRW CAUSR427 98181081 OM PRODUCTS, IRC. SHALL NOT BE RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C 5 BOIlO THE TRUSSES IN CONFORNNARC[ PITH TrI: OR FABRICATING. IlAiOLIIG, SHIPPING. IRfTALlIH6 AND l& �. _ 0.0 PSF CA -.ENG AEB/GWN SPEC OF TRUSSES. - TBIS DESIGN CONFORMS WITH AJ PI ICAOLE PROVISIONS OF NDS (NATIONAL DESIGN C7 SPECIFICAT101 PUOLISBED BT THE AN', FOREST AND PAf11 ASSOCIATION) AND 7PI. ALPINE sq ¢ ti to ICTORS ARE NAD[ OF TOGA ASTM A653 CALO GALE. STEEL. EICEPT AS NOTED. APPLY-CORIECTOAS TO # * FTiDT,LO. 33 ;0 PSFgr SEON 31374 EACH FACE OF TRUSS, AND UNLESS OTNERVISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER _ OAAYIROS 360 A - I. . THE SEAL DI TNI& DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Q aDUR. F'A'C.1+r25� rs �FRYOM. MD . el,,,,. [ESPONSIBILITT SOLELY FOR TME TRUSS COMPONENT DESIGN SROPA. . THE SU17ABILITY ANO USE OF THIS q� � o... + Sryn� BR�ID.CA9 D ARSI/TERTIFOVA ANSECT[O1CZLAA BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER C SKAGINGa, 24.'O� Ry �� ( L• TOP CHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard (A) 1X4 STRESS RATED CONTINUOUSIATERAL BRACING M EQUALLY SPACED. ATTACH WITH (2) 8d NAILS.. a:PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 110 PSF BC LIVE LOAD PER UBC. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEN -FIR #3 OR BETTER o 0 24.00'oc. ATTACH WITH 2-16d NAILS 6 2x4 DIAGONAL BRACE BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. PER HIB -91 13.2.1 (FIGURE 33), OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6), OR CA -HIPS DETAIL 00110. o _ W2.5X40 W3X8m W1.5X4 G W7X6,s* , • T�8 4 43 H (A) (A)(A) (A) _ Q Wt. 5X41Y 4-4-7 -.w 2-113 w 8-0-0 Ff z. WU413 . , W3X8s W1.5X4 ® W3X8E3 W3X6® W1.5X4 W ". W3X4= WM Em µ w ."`�. 10-4-0 I 16-0-0 J_ 7-6-0 J" 33-10-0 Over 2 Supports R-1116 W-3+5' R-1116 W-3:5" CXJ c-� PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA - 1 - - - F Scale —.187P/Ft. HARKING— TRUSSES REOUIRE [ITREME CARE IN FABRICATION, HANDLING. &RIPPING, INSTALLING AND - rn eteclNA, R6FLA TO YIN•fl (NAHDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Lpyy TC LL 16.0 PSF REF R427-=21752 CT USTITOTE. SBR D'OYOFIID DA., SUITE IOD, MADISON, VI S3119), FOR SAFETY PRACTICES PRIOR TO 0 H PEifOAMINR THESE FUNCTIOSS, UNLESS OTHEAIISE INDICATED, TOP CHORD SAALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE D6/3U/'98. ^' - STRUCfUW PANELS, BOTTOM CHORD SHALL RATE A PROPERLY ATTACHED RIGID CEILING. Jun 30 '9 p - ••IMPOATANT•• FOINISA A COPT OF TBIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC OL 1 .O PSF DRW CAUSR427 98181081 OM PRODUCTS, IRC. SHALL NOT BE RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C 5 BOIlO THE TRUSSES IN CONFORNNARC[ PITH TrI: OR FABRICATING. IlAiOLIIG, SHIPPING. IRfTALlIH6 AND l& �. _ 0.0 PSF CA -.ENG AEB/GWN SPEC OF TRUSSES. - TBIS DESIGN CONFORMS WITH AJ PI ICAOLE PROVISIONS OF NDS (NATIONAL DESIGN C7 SPECIFICAT101 PUOLISBED BT THE AN', FOREST AND PAf11 ASSOCIATION) AND 7PI. ALPINE sq ¢ ti to ICTORS ARE NAD[ OF TOGA ASTM A653 CALO GALE. STEEL. EICEPT AS NOTED. APPLY-CORIECTOAS TO # * FTiDT,LO. 33 ;0 PSFgr SEON 31374 EACH FACE OF TRUSS, AND UNLESS OTNERVISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER _ OAAYIROS 360 A - I. . THE SEAL DI TNI& DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Q aDUR. F'A'C.1+r25� rs �FRYOM. MD . el,,,,. [ESPONSIBILITT SOLELY FOR TME TRUSS COMPONENT DESIGN SROPA. . THE SU17ABILITY ANO USE OF THIS q� � o... + Sryn� BR�ID.CA9 D ARSI/TERTIFOVA ANSECT[O1CZLAA BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER C SKAGINGa, 24.'O� Ry �� ( L• (MtNKt-IAUL LttTt - 119 43- N1Y) TOP CHORD 20 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS, 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 10 PSF BC LIVE'LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 1n17 vwu mcrnllcv - .. wulcn 111ru1 tLV a -1-4l-' a •.++ •• ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00°oc. ATTACH WITH 2-16d NAILS 8 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 (FIGURE 33), OR HIB -91 SUMMARY SHEET (FRAME - 3 THRU 6), OR CA -HIPS DETAIL CD110. W4X4� W3X6a h W2.5X4� \ ' W2.5X413 W2.5X4® W3X87 W2.5X4a W2.5X4m• W3X4is e W2.5X4,0 W4X4,k s r- 4-4-7 W4X4(A2) c -0-0 W1."5X4 N W3X8a W2. 5X4 a W2.5X4 as W1.5X4. 2 W2.5X4 BT, W2. 5X4 (R) ul W3X6a W2.5X4s W3X6p W5X81Gz W1.5X4 y 8-0-0 I 27-0-0 2 01 37-0-0 Over 2 Supports R-1388 W-3:5",:. R-1206 W-3.5' PLT TYP. Wave TPI -95 Design Crlterla: TPI STD CA - 1 - - - F Scale -.1875' Ft.' •WARNING— TRUSSES REQUIRE EITRERE CME IN FABRICATION. HANDLING, SHIPPING, INSTALLING ARD •BRACING. REFER To HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 16.0 PSF REF 9427--21753 INSTITUTE• 693 6, 00 0►N10 OR., SUITE 1100, NA0ISON, III 53719)." F00. SAFETY PRACTICES PRIOR TO 1s _ PERFORMING THESE FUNCTIONS. UNLESS OTHERNIS1 INDICATED. TOP C90RD SHALL NAVE PROPERLY ATTACHED .Y -. �9 TC D L '�f } O . 6 TE 06/30/98, STRUCTURAL PANELS. BOTTOM CHORD SHALL NAYS A PROPERLY ATTACHED RIGID CEILING. - V Jun 30 19 !Vl ^IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 0 P F Go C 7 9B1a1062 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIA71ON FROR THIS DESIGN; .ANT. FAILURE TONow THE . b/g (r Ilk,"" OFTftussis TRUSIISA COTHIS DESIGN Comm VITA APPLImet vin Tri: at TING. RANKING. CABLE PROVISIONSOF UO3 (NATIONALING DESIGN �• C 0 LL4 � o SSA` � CAS E. r, / `W •v 11[C IFTCATION ►DBLIBNED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - f� • - CONt[CTWS AR[ MADF OF RUGA ASIR ASS3 U40 OAU. STEEL. INCEPT AS NOTED.. APPLY CONNECTORS TO TOT.LD. 3.0 S" `� MEQ r31'T7i- r_ EACH ►AC[ OF TRUSS, AGO ON LESS OTNERVISI LOCATED ON THIS DESIGN, POSITION CONNECTORS PEI p,,,,1,�..� ORAVINCS 160 A4. THE SEAL ON THIS DRAVISS INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING sy, OUR FAC. 1 .25 R aP�O EO •• a COMPONEnjoR ANT,PARTIELY CIRILAREBUILDING TRUSS ISOTHETRESPONSIBILITY OF THE BUILDINGskowi. THE IDES GNER,PIY Alto USE N THIS N sN�DD 95821 ABSI/TPI 1.1916 SfCTIOI E. SPACING 24.0 % , (MENKE-PAUL LEETE - 720 24' COMN) IBOT CHORD 2X4 -DF -L #1 WEBS 2x4 DF -L Standard M PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. N C7� THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS &.DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC @ 48.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. O W4X4 m W1.5X4 A W1:5X4 1 8 C=D ca, +8-0-0 -._..q ';. W2.5X4 W2. 5X4 a W2.5X4(A1) o TT _ - - w W2.5X4(Al) a W3X4m . z Le2-o-owl 12-0-0 I_ 12-0-0 _I 24-0-0 Over 2 Supports R=952 W-3.5" R-784 W-3.5' PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA - 1 - - - F Scale a:25" ft. : CXD - "YARNING.- TRUSSES REQUIRE EXTREME CARE 11 FABRICATION, HANDLING. SNIPPING, INSTALLING AND TC. LL - NIR•91 (YANDLING INSTALLING AND BRACING). PUBLISHED BY TF1 (TRUSS PLATE W( t- BRACING. REFER T40'40187 16.0 PSF REF R427-: 21754 - ,. CT [T I.STITITF. 307 D'ONOFRIO DR., SUITE 100. MADISON, NI 63710), FOR SAFETY PRACTICES PIIOR TO PERFORMIN& THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. FOP CHORD SNAIL NATE PROPERLY ATTAu[D TC DL'_• 10.0 PSF DATE 06/30/98 STRUCTURAL PANELS, BOTTOM CHORD SBALL HAVE A PROPERLY ATTACHED RIGID CEILING. NPORTAYT— F0RR15R A copy OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Jun 30 19B BC OL 7.0 PSF DRW CAUSR427 98181083 - O FAODUCIS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NO `. 05 . m - BUILD TIE TROSSES 19 COIFORMAICE WIfN TPI; OR FABRICATING. HAWING. SNIPPING, INSTALLI'GSA NO C LL SF CA -ENG AEB/GWH . .z- BRACING'OF TRUSSES. THIS DESIGN COIFORHS WITH APPLICABLE PROV111ONS OF NDS (NATIONAL DEIG - s IFICATIOI PUBLISHED BT TN[ ANEA ICAN FOREST AND PAPER ASSOCIATIOR) AND TPI. ALPINE C� . - 31386 - .� CONNICIORS ARE MADE OF 206A ASTM A65S GRAD BALI. STEEL, EXCEPT AS NOTED. APPLY toeBECTOA 0 O 3. i ti EACH FACE OF TRUSS. AND UNLESS OTIEAWISE LOCATED ON THIS DESIGN. POSITION tDYMECTORS PfA ORAHINGS 160 bE. THE SEAL 01 TRIS DRAWING INDICATES ACCEPTANCE 07 PROFESSIONAL EHGINE AINi DU F M - -1.,:.,- �'�'^'� p,F,,,•.e RESPONSIBILITY SOLELY FOA THE TRUSS COMPONENT DESIGN SHOWN. .TREJUITABILITY AND USE 0 TN1S COMPONENT FOR ANY PARTICULAR NOILDING IS THE RESPONSIBILITY OF TBE, BUILDING DESIGNER. F(I �C#iSP N 24 * - ' 804N�IO. i.N 9$iliB ANS1ITPI 1.1095 SECTION S. - - . IMENKE-PAUL LEETE T21 24' GIRD) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS HFR. TOP CHORD 2x4 DF -L #1 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 2x8 OF -L #1 WEBS 2x4 OF•L Standard.:W3 20 DF -L #1: ROOF.OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. `'' IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO A; PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. BRACE BC @ 48.00. OC. ADDITIONAL LOADS (H)*E6OW4WD$D—CONNECTION FOR TRUSS T-22 FRAMING.FROM THE ----- (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BOTTOM CHORD: SIMPSON LUS26, SEE CATALOG C-PT95H-1 N BC - From 201 PLF at 6.00 to. 201 PLF $t 18.00 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, BC - 535 LB Conc. Load at 6.00 SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL z BC - 535 LB Conc.. Load at 18.00 HEIGHT OF SUPPORTING GIRDER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X6(R) B 10 PSF BC LIVE LOAD PER UBC. W3X6o� W3X6S e r W3 e -max W4X12(B3) ® W4X12(B3) ® . w 8-0-0 w W6X4 m W6X4E3 W6X410 c>~ - w W H Em cti1535# 35# w (H)(H, z L4z-o-oaf 1F2 -0 -o -o1 a 12-0-0 _I;.. 12-0-0 J 24-0-0 Over 2 Supports— R-2685 upports R-2685 W-3.5' R=2685 W=3.5 PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA - 1 - - F Scale —,.25"/Ft. *•WARNI10— TRUSSES REQUIRE EXTREME CME IN FABRICATION, HANDLING, SNIPPING, INSTALLING AMD - m BRACING. REFER TO Mll•91 (HANDLING INSTALLING AIN) BRACING), PUSLESHED BY TPI (TRUSS PLATE C�w TC LL 16.0 P)S REF_ R427--21758 - [T INSTITUTE. 503 D'ONOFRIO DR.. SUITE 200. MADISON. NI 57)19). EGA SAFETY PRACTICES PRIOR TO •meq"p- o� PENFORMINB THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED `� .TC D L 1 O . O P 06/30/98 ^' STRUCTURAL PANELS. BOTTOM CHORD SMALL NAVE A PROPERLY ATTACBED 11610 CEILING. ' 4� —IMPORTANT— FURNISR A COPY Of TNI$ DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED dun 30 98 BC DL : 7.01SF _ y R 98181086" .PRODUCTS, INC, SHALL NOT BE RESPONSIBLE rol ANY DEVIATION FROM THIS DESIGN: All FAILURE TO OM BUILD 769 TRUSSES IS CONFORMANCE WITH TP); OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND No. C 68 6 F 'Z. BRACING OF '111SES. Ttl1S DESIGN CONFORMS WITH APPLICABLE PROYISIONS Or NDS (NATIONAL DESIGN Eap 2 LL 0. O P S CA -'CN 6 SPECIFICATION PUBLISHED lY TM AMERICAN FOREST AND PAPER ASSOCIATION) AND 11I. ALPINE * TOT. LD. 33.0 PSF N ti CONNECTORS ARE MADE OF IDSA ASTM A653 GNIO GAL►. STEEL. EICEPT AS NOTED. APPLY CONNECTORS T - EACH FACE OP TRUSS, ANO ON OTNfRWIf[ LOCATED ON THIS 09S16N, POSITION CONNECTORS PER _ wAYlN65 160 A•1. THE SEAR ON THE IRU7Hli DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL [NGIN[ERIN {I} Cr UR. FAC. 1.25 FROM Alpine Bngfucts _ PfoductN, Inc. CONPONENTIESPO TFORVANYL PARTICULAR BUILDING ISCOKPOTHETDESIGN RESPONSIBILITY OF THE BUILDING W THE ITY DESIGNER. PER THIS q� Cr4LI u S SwrICU No,CA9i628 ANSI/TPI 1.1995 SECTION 2. Q SPACING 24.0 . ' /�•`�d�o`' " (MtNKt-PAUL LttTL - TZZ 1Z' MUNU "IF) TOP CHORD 2x4 DF -L $1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard Lc-� R;. PLATES DESIGNED FOR GREEN LUMBER PER NDS, -91 TABLE 7.3.3: USE THIS DESIGN FOR COMMON HIP .TRUSSES 0 24.0" OC. EXTEND c' SLOPING TC OF TRUSS,AND JACKS TO HIP RAFTER. SUPPORT cv EXTENSIONSEVERY 3.00 FT. TO FLAT TC. ATTACH 2x4 STRESS RATED LATERAL BRACING TO FLAT TC ® 24.00' OC. ATTACH WITH 2.16d z .NAILS& 2x4 DIAGONAL BRACE PER HIB -91 13.2.1(FIGURE 33). OR DETAILCD110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 04-02-15 OC. W04A ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. WAY0.® W1 -5Yd IQ _ 4-)-4 dk-0-0 L•-2 - 0 - 0---j a 1 6-0-0 I 6-0-0 _I 12-0-0 Over 2 'Supports - -� R-775 W-3.5" R-535 W-3.5" R3-587 R3-408 O PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA 1 - - F Scale -.3751 Ft. YARNING'• TRUSSES REOUIRE EXTREME CALL 10 FABRICATION. HANDLING. SAIPFIRI, INSTALLING AND C)� w ti TC L L 1 6.0 PSF REF R 4 2 7 - - 2 1 7 5 5- - C>0 - 6LACllG. REFER TO 0I9•91 (HANDLING INSTALLING AND OWING). PUBLISAEO BY TPI (TRUSS PLATE CT INSTITUTE. Sea D'ONOFRIO DR., SUITE 200, MADISOR. NI SSF19), FOR SAFETY PRACTICES PRIOR TO - CT PERFORMIRO "ESE FUNCTIOIS. UNLESS OTHERWISE IIOICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 10 . O PSF DATE . 06/30/98 '-" - 11 UCTURAI PANEL&. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. .]� n 3O .19 BIj [� '•IMPORTANT" FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �) SF DRW CAUSR427 98181084 C=; PRODUCTS, INC, SHALL NOT BE AESPONSIBLE FOR All DEVIATION FROM TRIS DESIGN; AHY FAILURE TO. `. 6 El !!! BUILD TIE TRUSSES 11 CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND S� E B / G WH ,Z- 11AI 01 TROSfES. 7tlIS DESIGN CONf01MS N17D APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN a SI ECIfICATION PUBLISHED RV THE AMERICAR FOREST AND PAPER ASSOCIATION) AND TPT. ALPINE CONNEC70AS ARE MADE OF FOGA ASTM A653 6140 GALT. STEEL. CXCEP7 AS NOTED. APPLY CONNECTORS TO _ , TO D . ^ 3 .0 ' 11389, EACH FACE OF TRUSS. AND UNLLSS OTHERWISE LOCATED ON THIS OESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•2. TOE SEAL ON THIS OIAVINR INDICATES ACCEPTANCE OF PROFESSIORAL ENGINEER!.: D U R . FA . 1 COX►ORERTILITY FOA ARTLPARTICOLARILY FOR EBUILDIYGUSS a7 SOTtlETRESPOtli161 DESIGN LITV OF-TtlE BUILDINGN. Tot DES1i1ERSE OF PEA TRIS Alpine_ c^^98 ANSI/Tf1 1-1995 SECTION 2. SPACING SEE A OV WM EM W2.5X4 (Al) w w z , C23 w L•-2 - 0 - 0---j a 1 6-0-0 I 6-0-0 _I 12-0-0 Over 2 'Supports - -� R-775 W-3.5" R-535 W-3.5" R3-587 R3-408 O PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA 1 - - F Scale -.3751 Ft. YARNING'• TRUSSES REOUIRE EXTREME CALL 10 FABRICATION. HANDLING. SAIPFIRI, INSTALLING AND C)� w ti TC L L 1 6.0 PSF REF R 4 2 7 - - 2 1 7 5 5- - C>0 - 6LACllG. REFER TO 0I9•91 (HANDLING INSTALLING AND OWING). PUBLISAEO BY TPI (TRUSS PLATE CT INSTITUTE. Sea D'ONOFRIO DR., SUITE 200, MADISOR. NI SSF19), FOR SAFETY PRACTICES PRIOR TO - CT PERFORMIRO "ESE FUNCTIOIS. UNLESS OTHERWISE IIOICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 10 . O PSF DATE . 06/30/98 '-" - 11 UCTURAI PANEL&. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. .]� n 3O .19 BIj [� '•IMPORTANT" FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �) SF DRW CAUSR427 98181084 C=; PRODUCTS, INC, SHALL NOT BE AESPONSIBLE FOR All DEVIATION FROM TRIS DESIGN; AHY FAILURE TO. `. 6 El !!! BUILD TIE TRUSSES 11 CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND S� E B / G WH ,Z- 11AI 01 TROSfES. 7tlIS DESIGN CONf01MS N17D APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN a SI ECIfICATION PUBLISHED RV THE AMERICAR FOREST AND PAPER ASSOCIATION) AND TPT. ALPINE CONNEC70AS ARE MADE OF FOGA ASTM A653 6140 GALT. STEEL. CXCEP7 AS NOTED. APPLY CONNECTORS TO _ , TO D . ^ 3 .0 ' 11389, EACH FACE OF TRUSS. AND UNLLSS OTHERWISE LOCATED ON THIS OESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•2. TOE SEAL ON THIS OIAVINR INDICATES ACCEPTANCE OF PROFESSIORAL ENGINEER!.: D U R . FA . 1 COX►ORERTILITY FOA ARTLPARTICOLARILY FOR EBUILDIYGUSS a7 SOTtlETRESPOtli161 DESIGN LITV OF-TtlE BUILDINGN. Tot DES1i1ERSE OF PEA TRIS Alpine_ c^^98 ANSI/Tf1 1-1995 SECTION 2. SPACING SEE A OV (MENKE-PAUL LEETE - T23 12' MONO) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF-L X11 ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF-L #1 WEBS 2x4.DF-L Standard IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO Co BRACE BC 8 48.00' OC. M PLATES DESIGNED FOR GREEN LUMBER PER NDS-91 TABLE 7.3.3. :DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. N cm- C".] 77N - W1 .5X4 91 • W2.5X4� � a B f 8-4-7 ca w W1.5X4 III • w W2X4(Al) ® W2.5X4 a w z w z w .� La-O-aa1 —12-0-0 Over 2 Supports--- I R-575 W=3.5' R-369 W3.5". 0 PLT TYP. Wave TPI-95 Design Criteria: TPI(STD CA - 1 - - - F Scale —.25"/Ft. —WARNING.- TRUMS REQUIRE ENTREM CARE IN FABRICATION. MANOLING. SHIPPING, INSTALLING AND �wy TC LL 16.0 PSF REF R427--21756 - C7C7 IRACIRG. REFER TO NU•91 ,MA NDLIIG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE CT INSTITUTE. S$3 O'ORO/RIO DR., SOITE Z00, HADISON. NI 63719), FOR SAFEIT PRACTICES PRIOR TO cl PERFORMING THESE FUNCTIONS. UNLESS OTBERNISE INDICATED, TO► CHORD SHALL MALE FROPERLY ATTACHED ,`9 TC DL _ 10.0 PSF DATE 06/30/98 STRUCTURAL MINI.;. BOTTOM CHORD SNALL NATE A PROPERLY ATTACHED RIGID CEILING. Jun 30 ' 98 •*IMPORTANT•• F9RIISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED - BC DL 7.0 PSF ORW CAUSR427 98191085 PRODUCTS, INC. SBALL ROT BE RESPONSIBLE FOR MY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 C=5 6 BUILD THE TRUSSES IN CONFORMANCE MITI TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND z BRACIRS OF TRUSSES. THIS DESIGN CONFORMS N17H APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN OR BC LL��y� 0.0 PSF CA-ENGIAB/GWH SPECIFICA710: PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIRE auwm - _ CORRECTORS ARE RAGE OF ZOOA ASIR A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. 3 � 392 CALX FACE OF TRUSS. AND UNLESS OTHENBISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER _ ���7-,,�,,�II_,,;,,�,N - - DRANINGS IBB A•1. THE SEAL OI THIS OR"ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �jDE - "1E'+"S C.A 9pI0�1 +NOG COMPDNENTI FOR TANT LPARTICULAR ELY FOR EBUILDING TRUSS ISOTHETRESPONSIBIDESIGN LITY OF THE BUILDING 14. 701 IDESITY BGNER. PER D USE 0 TBIi �q}�� PA, G 4. QH 7k ANSI MI'1.199S SECTI 00 2. -Q It ,(MtNKt-PAUL Lttlt - 129 b -3 -Ale nullu m r) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 WEBS.2x6 OF -L #2 PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0". OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONSEVERY 0.15 FT. TO FLAT TC. ATTACH 2x4 STRESS RATED LATERAL BRACING TO FLAT TC 8 24.00" OC. ATTACH WITH 2-16d - MAILSB 2x4 DIAGONAL BRACE PER HIB -91 13.2.1(FIGURE 33). OR DETAILCD110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 00-02-08 OC. W2.5X4 0 • Luc uclRnCl CHOYTTTCII 'NV TRIICC NCR ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.0O LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 8 r a- =4 W2X4(A1) W1.5X4 U L--2-0-0--PJ. --6-3-8 Over 2 Supports—� R-402 W=3.5" R-441 W=3.5" R3=402 R3-154 PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA - 1 - - - F Scale x:375" Ft. ' --WARNING-- TRUSSES REOUIRE EETNEME CME 11 FABRICATION, .HANDLING. SKIPPING, INSTALLING AND (RACING.' REFER TO 318.91 (HANDL 11G INSTALLING AND BRACING). PUBLISHED By TPI (TRUSS PLATE INSTITUTE. 583 01010FAIO DR.. SUITE [00. MADISON. NI 53119). FOR SAFETY PRACTICES PRIOR TO K/ H TC LL K6.0 PSF 1 0 0 REF R427--21759 DATE 06 ' PERFORMING THESE FYRCTIONS. UNLESS OTHERWISE INDICATED. TDP CHORD SMALL RATE PROPERLY ATTACKED STRSCTORAL PANELS. IOTTOM CHORD SMALL HAVE A PROPERLY ATTACUEO RIGID CEILING. TO TBE INSTALLATION CONTRACTON, ALPINE ENGINEERED JU n 0 198 TA f �e" B� pL I �P�S`F �7I`07 PSF` /30/98 DR CAUSR427 98181087 •-IIPORTABT7- FORNISN A COPT Of THIS DESION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DET IATION FROM THIS DESIGN; ANY FAILURE TO 6 6 CP 46kAV BUILD THTICE TRUSSES 11 CONFORMANCE MITI TPI; OR FABRICATING. HANDLIYB. SHIPPING. ((STALLING All IRACI YO Of TROSSL 1. THIS DESIGN CONFORMS WITH AP PL (CABLE fROTISIOHS 0► ND3 gATIO1AL DES1R1 BC- L L 0 . 0 S CA =f .NCS •E. G WH - CONRfCTOR3IMf►MAO[OBLIS9f [OGAHE BY TASTK AGI3AN FOREST U40 OALY.STEEL. EICEPTD PAPER IASINOTED TPI. CON TO * TOT. LD. 33?�0 PSF °>SEQ 31�40fi - � Z �` EACN FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSIl10R CONNECTORS PER ORANINGS 180 A•1. THE SEAL 017113 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CM1. DUR.FAC. 1.25 ru0 ". 'MD .1,,,,,�p,,,,L�,,,�,�y,,,,S,,� t... -....1 . ....'', '' saasr,>mw,CA95M COM►O1EITIFORYA1iLPARTICCUULANTHE TY AND USE Ofi1t5 BU1LDl NCO( S THE RESPONSIBIKPO%ENT DESIGN LITY DF THE BUILDINGN. THE EDESIGNER. PER 4f+_ OF SPACING SEE ABOVE - ANSI/TfI 1.1995 SECTION Z. . %NFAIWF-D1111 IfFTf - T95 6'3-1/2 MONOI Tj1IS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 OF -L #1 ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. . BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO a, BRACE BC'@ 48.00' OC. cn R PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. 110 PSF BC LIVE LOAD PER -UBC. N C7'7 - - N zl Q' ' W1.5X4 �1 WM (Al) c>~ w w z z w w - " z - L---2 0 : 0---j - —6-3-8 Over 2 Supports—� I R-402 W-3.5' R-165 W-3.5' Desi Criteria: TPI STD PLT TYP. Wave TPI -95 n '•WARNIM11— TRUSSES REQUIRE ERTREIIE CARE 1N FABRICATION, tlMDLlBG. S81FFI16. IISTALIINi AND BRAZING. A[Ffl TO tl10.91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BT TPI (TRUSS PLATE 0� W y m - [T INSTITUTE. 505 0 010FRIO DA., SUITE 200, MADISON, WI 65119), FOR SAFETY PRACTICES PRIOR TO INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ~ PCs TURNING THESE FUNCTIONS. UNLESS OTIEINISE STRUCTURAL PANELS, BOTTOM CHORD SHALL NAYS A PROPERLY ATTACHED RIGID CE11166. Jun 30 '9 - - "IMPORTANT" FURNISH A COPY Of THIS DESIGN TD 7lf INSTALLATION CONTRACTOR. ALPINE ENGINEERED SMALL IDT at RESPOBSIOLE FOR ANY DIYIATM FROM THIS Him; ANY FAILURE 70 Na C 5800 O cn. - - P1000CTS. INC. BUILD THE TRUSSES IN CONFORMANCE 1171 TPI: 04 FABRICATING. NANOLIN6. SNIPPING. INSTALLING AND TRIS DESIGB CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN 6{A a `;z BRACING Of 7 ISSES. S►[CIFICAT 10: PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP L ALPINE CORRECTORS ARE NAB OF t06A ASTM A66S it AO GARY. STEL, INCEPT AS NOTED. APfIY CONNECTORS 70 - �, �, P CA 95828 [ACI FACE OF TRUSS, AID UNLESS'OTHIAIISE LDCA7E0 OR Tllf OESI611, POSITION C061[CiDBS PER ONAIINGS 160 A-2. THE SEAL 06 TBIS DRAWIIG INDICATES ACCEPTANCE OF PROFESS101AL fNGINEEt166 IESPOISIB IL ITT SOLELY FOR TtlE IN USS CON►ONSET DESI6l 110IR. THE BUILDING DE AAD USE OF THIS CDNPOIEIIT fOR ANYPARTICULAR BOILOI IG IS THERE SPOTS IBIIIiY OF THE BUILDING DESIGNER. PER AASH/TPI 1-1906 SECTION E. CA - 1 - - - F Scale –.375"/Ft. TC LL 16.0 PSF REF R427--21760 DL Q� �,0_; 0 PSF DATE 06/30/98 ` DRW CAUSR427 98181088 ^_ BC L�l% , 0 S'F� A NG AEB/GWH T0LD,0 33 0 S 1403 DUR.FAC: 1. SPACING 24.0' �` p T .. (MENKE-PAUL LEETE - H1 HIP HAT) 70P CHORD 2x4 DF -L #1 BOT CHORD 2X4 DF -L #1 WEBS 2x4 DF -L Standard :PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IBUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. CT cc,TFOR PIGGYBACK DETAILS REFER TO DRAWINGS 634;016, A625,376, d'847.045, OR 3,045,810. 0 z , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 12,00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 0 24.00"oc. ATTACH WITH 2-16d NAILS d 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 (FIGURE.33), OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6), OR CA -HIPS DETAIL.CD110. W2.5X4 ,0 W2.5X4 ,Qo e r W3XBa W3%4- e �> x w 0-0 1y-. T - w W3X48 W1.5X4 W W2.5X4(R) M W3X48 W2X4(A1) z W2X4(Al) - z 0 61 2 o it i1-9-3 1 12-0-0 15-6-6 Over.2 Supports J R-530 W-3.5' R-530 W-3.5"_ C=)PLT TYP. Wave TPI -95 Design Criteria: TPI STD CA - 1 - - - F Scale —.375"/Ft. ^' --HARMING" TRUSSES REQUIRE ([TRINE CARE 11.FABNICA7I0N, HANDLING, SHIPPING. INSTALLING AND ��('� TC LL 16..0 PSF REF R427--21529 pp BRACING. REfER TO MIS -91 (HANDLING INSTALLING AND OWING). PUBLISHED BY TPI (TRUSS PLATE WF C3,> NSTITOTE, I D'01101110 OR.. SUITE 200. MADISON. NI 61719), FOR SAFETY PRACTICES PRIOR TO' v- 617 "ERfORNIN9 TILS[ FUNCTIONS. NILESG OTHERWISE INDICATED, TOP CHORD SNAIL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 06/30/98' "El PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACREO RIGID CEILING. - JU n 30 '9 ~ •IMPORTANT-` FURNIs1 A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED - BC DL' 7'.0 PSF DRW CAUSR427 98181105 = CPRODUCTS, INC. SHALL 10T BE RESPONSIBLE FOR ANY DEVIATION FRON THIS DESIGN ANY FAILURE TO %i0. 8O B c+� BUILD THE TRUSSES IN CONfORNANCI WITH TPI. OR FABRICATING, HANDLING, SHIPPING, INSTALLING AW C LL 0.0 PSF CA -ENG AE B / G WH BRACING Of TROSSE3. THIS DESIGN CONFORMS MITI APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN BqL SPECIFICATION PUBLISHED 01 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE L7 CON IICTORS ARE NADI OF TOGA ACTH A653 U40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T S EQN - 3 1 348 . ti .EACH FACE OF TRU. TWE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING C _ ' Up ACS p P 5 M MD ' "'1'm0---•6+ ecad Ploducta, Im' COMPOIEITRESPONSIBIFOILITVANY PARTICUTARELY FOR EBOILDJH6TRUSS 01SOTHETRESP01S10IR DESIGN ITV OF TtlI IOtIDINGIOFS 0131TY AND 01(a.PER or THIS - .eA ^A CA 95922 A1S17TPl 1.1995 SECTION:. SP CLING 2 .Q v 7MENKE-PAUL LEETE H2 COMM HAT) ,THIS OWG %EPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 OF-L #1 ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. BOT CHORD 2x4 OF-L #1 WEBS 2x4 DF-L Standard.' IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED,PURLINS TO BRACE BC 0 48.00' OC. a PLATES DESIGNED FOR GREEK LUMBER PER NDS-91 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.; 110 PSF BC LIVE LOAD PER UBC. C3,). coli FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376, 847,045, OR 3,045,810.: C=; ' z - , W4X4>= W1.5X4 , W1.5X4 8 r 8 E— .A - - .* Q W.. ' 8-0-0 9:14- w W3X8� tW2X4(A1) W2X4(A1) Ems . w 0-;;j2 7-9-3 I_ 7-9-3 15-6-6 Over 2 Supports - �J 'R-530 W-3.5". R-530 W-3.5' PLT TYP Wave TPI-95' Design Criteria: TPI STD CA 1 - F Scale -.3750/Ft. "YARNING-• TRUSSES REQUIRE EXTREME CARE 11 FABRICATION, HANDLING. SNIPPING, INSTALLING AND - ' TC LL 16.0 PSF REF R427--21530 .. NID-PI HAtl0U1G INSTALLING A10 It ACIYC), PUBLISHED BY TPI ROSS ?LATE -, -- Qp BRACING. REFER TO ( (T Q {N B '0 OFNID DR. SUITE E00 MADISON Y1 1])19 FOR SAFETY PRACTICES PRIOR TO IISTITtlTE, X 7 0 Y ) r PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP tam SMALL HAVE PROPERLY ATTACHED - 0�TC8p_,0 PSF DATE 06/30/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Jyp� �7 ,]UTI 30 9 c VVV yyy "IMPORTANT'- FURNISH A COPY OF TH15 DESIGN TO THE ENSTALLATTDY CONTRACTOR. ALPINE EIGIREEREO y/ 1 ! Y�CrDI 7 , ,�r)y �` ,W C USR427 98101106 p PRODUCTS, INC. SHALL NOT HE RESPONSIBLE FOR ANT DEY [ATION FROM THIS DESIGN; ANY -FAILURE TO - a NO. OS 777L ��/ n��,-��� "tt,JJ` _ M BUILD THE TRUSSES IN CONFORMANCE WITH T►1; OR FABRICATING, RAHDLING. SNIPPING, INSTAllIN6 AND BC LL' "'.:.0 010--p .0 -EffGG AEB/GWH BRACING Of TRUSS(S. TUif DESIGN CONFORMS MITH MPI ]CABLE PROW [SHUNS Of Y05 (NATIONAL DESIGN Eat. 6 , ,0 . ,+ SPECI...AT.01 PUBLISHED BY THE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE ''� —1 }�- CDIYECTORS ANE MADE Of EOOA ASTM A653 WAD DALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO - * TOT.iLD. X33.0, PSF S aN� 352 EACH FACE Of TROSS.. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. P0317109 CONNECTORS PER - DRAWINGS 160 A-T. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING OUR. FAC. 1.2�,., .I FRO0,-' b� �� RESPONSIBILITY SOL ITE FOR THE TRUSS CONPOYEIT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS �P S!:,= !:, ,CA ShicCORPONEIT FOR AIT PARTI[DLAR HUILDIIG IS 7tlE it OF THE BUILD] 16 DESIGNER, PEI SPACING 24.0" ANSI/TPI 1.1995 SECTION X.