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065-540-021
93-2184 BPF21 HORTON, JEFF 14862 COUTOLENC RD, MAGALIA, f.. NEW SF/ .>.- 93-2185 B,E HORTON, JEFF 14862 COUTOLENC RD, MAGALIA SHOP � 065-540-021 PERMIT#95-165(-J: HORTON, Jeff r� 14862 Coutolenc Rd'. , MagaliF ,. 1st Renewal of BP#93-2184 065-540-021 ' PERMIT#96-1786_'"'.r FiUK'1'ON;: Jeff .14862 Coutolenc Rd., Magalia Comple•t.e, BP#93-2184/SF ��/ 4 0 cfliLO, T. u7 et j DENTIAL 93-2184 7 6_ 1: HORTON , JEFF 14862 COUTOLENC RD, MAGAL A NEW SF S zt'; Prion *-o JOB FINALED (Date) Signature OFFICE COPY Address I GAS Meter By / ELECTRIC Meter By Date JOB FINALED (Date) Signature V=OK O =•NotOK ` =Not Applicable MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements-Setbacks-Eaeements :1 •2. Soils; Special MH Support Sketch r 3. Sewer; Location -Teat -Fall -C/O Concrete L 4. Water; Location -Test -Easement Needed (Sketch) ;-I 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete. Y 6. Gas; Location -Teat -Wrap: / /" L" ft. _ f / /"Nat. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance :1 r Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements + 2 Footings; Size -Spacing -Marriage Line ( " 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fell -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4.Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed ' 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosu res -Panel boards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test ' t V=OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL E FCOOR Plans OK except #'a .on -Set arks -Easements -Flood -Slope 4gyM in; Soils-Elec. Grnd.-/ P' Ftg. De tg., Drage; Soils-Steel-Elec. Grnd.-/ /" g. rhes & Decks; Soils -Steel-/ /Ftg demes I , sin; Steel-Blockouts-Wrappe em -walls, Garage; Steel-Blockouts-Wrap) Hold Downs and Special Anchors .7. Stab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 3. Piengins & Ducts; Clearance -Material -Support -Ins. / irders-Sills-Anchor Bolts -Joists -Vents -Cripple 15. Access & Ventilation 16, Insulation Date nitials PLU NG Permit OK except #'s . Wa r Htr.; Vent -Access -Combustion Air -Baffle _ 1 , 1 -ter Pipe; Test & Anchor -Nail Protection _�- . D.W.V.;.Test-Fittings & Anchor-Naii Protection 1 er en; Test, First Floor -Tub Access " N e ub & Shower, Second Floor -Tub Access 21. as Pipe• Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fjxtwe & Transformer Clearance -Ins. Protection _ . Receptacles Spacing -Lights & Switches at Doors S' Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. 'p. Ground made up w/Meth. Fastners-Bond Gas & Water _k _ . g'Aproliance Circuts in Kitchen & Conductor Size/GFI Subfeed- Wire Size/ / ga. Cu or AI-A.C. Wire Size/ / ga. _ _Cm-6r__AI . Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. _ Insul ed Neutral O Yes 11 No 3 ervIc e:Dser Conductors & Ground -Mein Disconnect 3 l p. Clearances Panels -Motors -Meth. Equip. CI es Closet Light -Shower Light -Spa Light P-19moke Dete or Of Date/Initials MEJQMANICAL (Permit) OK except #'s 34.x,, Ducts Insulation & Support Ventf-an; Exhaust above insulation �e.-Co_pdensate Drain & Overflow; Size & Grade Wr Fur ance-Vent; Access -Comb. Air -Return Air Vent -115 outlet -.3ir-Attic Access & Platform if Furnanceln Attic Date/Initials FRA Plans OK except #'s Sil Proper Material & Anchors s Studs -Nailing, Spacing & Bracing -Plates -Sound ar'ng Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) Ge Stops; Furred Ceilings -Stairs -Chases -Tub A. Headers & Beam -Size & Bearino (Single & Duplex) ' Date/Initials FRAMING (Continued) Hers -Post Cacs-Anchors-Connectors / 8!C Joist-Rftr. ties- Puri ln=roof Bmc-Truss-Shthng.-Rfng. irepjace Ties or Type AFlue-Fireplace Throat clearance _ 8. tic cress; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Hgt. & Dimensions a ge Fire Protection Framing A rty Line Firewall & Openings oors-One 3' -Check Garage -3rd Story, 2 Exits Width-Headroom-Rise-P,un-Lending-Fire Protection od on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. S 'co Mesh -Drip Screed -Fd. Vents-Underflr. Access t zing Area -Glass Protection -Skylights -Plastic . Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Wells -Windows ' a Date/Initials FIIw :Vtens) OK except #'s isteps-Door & Sidelight Protection -Landings Detector a; Vents -Clearance -Comb. Air-Connector- In_Qwrage; Above Floor -Ducts -Mach. Protection ..deC11,00 •Exiting 'F.1. & Bath Fixtures & Tub Access -Spa /, . Trim & Subpanel; Breaker Sizes & Labels �` a Rails -=.i r�pfa r Stove; Clearances -Hearth �! c. Outlets at Wood Panel; Int. & Ext. cf & Appliance; Grnd: Air Gap -Cooking Clearance Outlets & Receptacles at Kit. Counter - a Fire Door, Swing -Landing -Closer =� uct in Garage -Damper Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. image; Above Floor -Meth. Protection Ifi, Elec. & Mech. Equip. Listed for Location ..eceptacles in Garage; (G.F.I.)-Romex Protection _ �?? _ tion -Foam -Looked in Attic ❑ Yes uard Rails & Deck Construction -Post Caps W. - --=, ants & Crawl Hole Door-Dreina e & Wood -Earth ,-Clearance Looked under Floor Yes r Following instld.; 904 ❑ Yes ❑ No; Walks ❑ Yes ❑ No; ters ❑ Y ❑ No G !' -9tuc ; Br n -Finish 82 C. Unit; Disconnect, Electrical, Plumbing Z43.VSW Above Roof; Plbg.-Appliance-Flrep ace :Clearance to /Openings Water Well; Disconnect, Electrical, Plumbing 85. terior Elec. Trim; G.F.I. Receptacle -Underground 6. Ven ' 6-n Throughout House a Protection _ rre from Previous Inspections 1t ;,_,s T t -Meters Tagged; Gas -Electric �r 90. W S Sewer Connected -C/O to Grade -HD Appragal 9 . Energy Compliance Certificate -Other Certificates Comments at Final: /tea. I COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS N 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 PUNIT NO. lc:;Wn APPLICATION AND PERMIT _ ASSESSOR PARCEL NU rr (J 2- zo"I"G BU ING PERMIT OWNER TELEPHONE 3-364 SO. FT. OCC. BUILDING VALUATION o OWNER U DRESS 1 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 2 TZ PERMITFEE $ PLUMBINGPERMIT filing Fee 20.00 Each Trap 7.00 LOT NO. S UBDNIS IONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping Ji15.00 USEOFSTRUCTURE SF)( Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outle 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other A n _+ Describe Work: 'POn `�J Mobile Home IS I GI W 920.00 PERMITFEE s Contractor ELECTRICAL PERMIT Vilina Fee 20:00 Main Service e00V OR LESS ( 200A OR LESS ) 23.00 Main Service ( z.OA TO 1oo.A ) 46.00 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. (J /- License Class 46 Lic. No. t� r! S / bBA� o OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. &Z 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 NEW CONST. DWELLING OCCUP. s0. OR ADONS. ( a ACC. BIDS. ) 3.50 FT. NEW CONST. MULTI.OUTI-ET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS a SINGLE OUTLET CI Ex. Occup. ( OUTLET OR FDRUR ) 20 @ 1.00 'S0 EX. Occup. ( OUTLETS RES DFIXED . EA) 5.00 Temporary Service 23.00 Mobile Home Facilities/20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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 Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation p MITFEE S Contractor Policy Number (The above sections need not be completed 4 the permit is for work of a valuation of one hundred dollars ($100) or less.) f' I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall lith tho a rov �1 / forthwith Vf'nt X -- Date _erlW --- Slgnat a of Owner Contractor ❑ AgentAn OS permor excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC PE TOTAL FEE $ HA2. I D. FEES I IMP I FLOOD I CDF PARCEL I Po HD ISSUE 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 PERMITEXPIRESON�5�� (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVI N 7 County Center Drive - Oroville, iCalifornia 95965 - Telephone (916) 538-75PERMIT NO. APPLICATION AND PERMIT' d ASSESSOR PARCEL NUMBER 065-540-021 ZONING BUI ING PERMIT OWNER Jeff Horton TELEPHONE 873-3678 SO. FT. O BUILDING VALUATION OWN . , 11agalia, CA 95954 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIO'JOWN Total Valuation $ Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 421.25 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 14862 Coutolenc Rd. y1a Alia PERMITFEE $ 441.25 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF Ek Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ OtherXIR Describe Work: _ 1Gt rPnPwnl of RP# '3-2164 Mobile Home I S I GI W @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filing Fee 20.'00 Main Service EOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO t000A ) 46.00 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 an eject. l r 0 License Class Lic. No. - J b 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 NEW CONST. DWELLING OCCURSO. OR ( 8 ACC. BIDS. ) 3.5¢ FT. CNS. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) 209 1.00 BAL .50 Ex. Occup. (ounEtRESDrs ..DEA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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 Filing g Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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.) �k7 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shalr forthwith comply with those provisions. X ( Date 7131 — SignagGeGoV 1plicant - Q Owner ❑ Contractor ❑ Agent is An OSHA perm required for excavations over 60" deep and demolition or construction/ of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 441.25 HAZ. 0. FEES I IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions in the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B Date PERMITEXPIRESON 7/5/96 (Date) Receipt No. WHITE-D.D.S.- .D. C NARY• SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT J/ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville,, C,aliforn'ia 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ,<0 . 021. Z ZONING j BUILDING PERMIT OWNER JEFF HORTON TELEPHONE 873-3678 SQ. FT. OCC. BUILDING VALUATION 4560 R 138.240.00 OWNER'S MAILING ADDRESS 6040 TIFFIN CT, MAGALIA 95954 1428 M 25,704.00 CONTRACTOR'S NAME OWNER TELEPHONE J 275 C 3,575.00 12q 1 0 903.00 CONTRACTOR'S MAILING ADDRESS Fireplace I"At' 1,500.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 169.922.00 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 842.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 421.25 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 14862 COUTOLENC RD MAGALIA Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 121 5.00 60.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION A NAME PARCEL MAP 112-36 Water piping 7.00 Each qas water heater or vent 7.00 7.0 USE OF STRUCTURE SF © Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK + Newer. Addition i_ Remodel❑ Utilities ❑ Installation❑ Other ❑ Describe work: 4 BDRM _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS Main service 20CATO1000A) 37.50 CONTRACTORS LICENSE LAW I declare under penaltyof perjury p I y (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professio s _Cod d my license Is In full force and effect. /J License .Jo. Classification �; ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUPM OR ADDNS. ( ACC. BLDGS. 3.64 sq.ft. NEW CONSTR. MULTI -OUTLET ( -� NON-RESID BRANCH CIRC ITS @ 5.00 1391.60 POWER APPARATUS & (SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 20 760 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 1 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. byirin g 15.00 Permit Fee $ 154.60 - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. CK I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating 1J. UU_ SPL1T7UNJ)M100R DUCT Cooling 9 ' Hood 6.50 Ventilation permit F $ ee ' Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against id my in on the granting of this permit. X Date si nature o A cent - OWner g � Contractor ® Agent ❑ An OSHA permit is required for excavations over 5'0" deep and de olition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ 40,00 OCC CONST TYPE TOTAL FEE $ 1649.35 I I HAz 0FEES I IMP -- I FLOOD I COF PARCEL X I PD I HO X I Is E This permit is hereby issued under the applicable provi- sions he Butt County Code and/or resolutions to do wor in bbve for which fees have been paid. I TOR OF PUBLIC WORKS By ate 7s PERMIT EXPIR S Date j .S , Receipt No. - 153899/23.00 aQ q � WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APP CANT 156428/1167.35 COUNTYOF BUTTE - DEPARTMENT OFDEVELOPMENTSERVICES - BUILDING DIVISION 7COUNTY CENTER DRIVE ,OROVILLE,CALLFORNIA95965- TELEPHONE (916)538-7541 PERI IT APPLICATION DATA SHEET OWNER J (�� �~' l7�lJl/� %%1,� ,' . P. a. 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: ` 1 ' t 4 DATE RECEIVED BY All items have been submitted. ........ '... ......................... • 2. Plot plans, 3/4 sets, signed by preparer of plans. �. ....:................,... . 3. Complete plans, 3/4 sets, signed by preparer of plans. .........:.............. .4. Engineered plans and calcs, 3/4 sets, with wet signature'on plans . ............. 5. 6. Hazardous Material Foim............................................ . Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings. ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome data and u cturer's installatit instructions, 2, sets Fees of $ /. /.Cr. 7, y act fees as shown on attached schedule. ............. .. . '. . 12. California Department of Forestry plan approval/fees.................':..... . 3., _ f . trod elevation letter (100 year floo 'by California Engineer .................... Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing -permit . ........................................ . _ 16. Plot plan and business license approval from City of Biggs/Gridley. ............. ' 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development.about (A) Improvements (B) Drainage. . A- 9. Driveway permit (construction approval required prior to occupancy).-- .......� 20. Pre -inspection for reqLM required. .. t. to B� ��ia�"9 �"sper(Date) 21. Contractor's license information. (No., Name Style, Classification). .............. . 22. Certificate of Workmans Compensation Insurance . ......................... /,t.wner-Builder 4 Verification (Given to owner , Mail to owner ecorded copy of Agricultural Acknowledgement Statement. 25 Letter of signature authorization 1 —_ . .................................. Copy of recorded deed of parcel creation and 60 fight of way to a -public road. 27. Letter of intent on building use. ......... k" 28. Mobilehome utility clearance. ........... . ......... ............. J / / 29. Documentation of legal access: :................. T 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ......... —ri-isting violations/expiredJ�ermits. .. ........... . "mac 4" _ e.:.. _ -�- 32 ec�i l'i'st. . Vic_ .a ........ . .. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone -hold for pickup at office. Deliver with inspector. Other Parcel Creation 2 Acreage Applicant Date 9�3 Copy of Haz-Mat form sent `f Health Dept. —Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted rr t e mit iss a % cIk5q.2.w i!gm not checked above). 1. Index permit for above items No. 2. Additional items required: , - A i .s Contractor, designerd.?19d,"was advised of above required data by !'phone _ mail Counter bVOSwDatel 1Ty"5 Contractor, designer, owns { w s advised of above required data by phone _ mail Counter Date Plans checked by Date��/3 Plan approved by (Date Sets of plans on hold in File cabinettf%9 a�P folder Copy - Department of Public Works ,r� I;:H_ : 1ISI" ONLY Hot Him Allnahcll 11wif 11iiiii Alu ial Z>4:15 TO: BUildinb Department FROM: Environmental Health SUBJECT: Sanitation Clearance U ner / Location Plan Approved for: Scwa-e Disposal Water Supply: Public. Clearance for V bedroom 4" home. Other Hold final for: Final clearance O.K. for: NOTE: Environmental( Health Soedialist 8/92 AP# Private Well Date APPLICATION AND PERMIT.;n,, 4y ,, Qt_, 1 PARCEL u ER r o A S9:,SSO.�! ZONIN G BUILDING PERMIT JW - TEtEPHONE j0. ;: T, ; OCC. BUILDING VALUATION ' OWNER'S MAILING ADDRESS /-; ��-yam►---AL C TRAC70R' NAMEI j� TELEP , COCTOR'S MAILING ADDRESS (C4- Z? `1 Fireplace , CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 15,00 LENDER'S MAILING ADDRESS Permit Fee 'L $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Z , $ 1 - Energy Plan Checking Fee $ ARCHITECT -OR ENGINEER'S'MAILING ADDRESS Penalty BUILDING ADDRESS i � � ,�2 � Permit fee .% $ - , PERMIT Filing Fee 15.00 �29PLUMBING Each Trap 0 5.00 1:, 1 C; Solar or heat pump water heater ' 20.00 LOT NO. it SUBDIVISION NAME_ PARCEL MAP I I 3 Water piping 7.00 G G Each qas water heater or vent 7.001 Cl G� USE OF STRUCTURE SF/] Duplex❑ Mobilehome❑ Other -SPECIFY Gas piping system 1 - 5 outlets 5.00 ` (J Building sewer 15.00 ; Mobile Home S I G I W _ @ 15.00 TYPE OF WORK New Addition �j Remodel[;. Utilities ❑ InstallationC Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 — - -- CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License .do. Classification as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason Main service 200A TO 1000A1 37.50 NEW CONST. DWELLING OC 3.60sq.ft. OR ADONS. ACC. BLDGS. NEW CONST0. ULT' -OUTLET 'NON.R ES10 BRANCH CIRC ITS @ 5•00 O POWER APPARATUS e SINGLE OUTLET CIR. 20 764d EX. OCCUp(OUTLETS OR FIXTURES AL_ a ARA EX. OCCUp. FIXED 11 OUTLETS (RPS-..IREAJ I 3.00 Temporary service 1 15.00 Mobile Home Facilities 1 15.00 Misc. Wiring 9 15.00 Permit Fee $ —' WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department��7-- a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating if/10 �i'/� z7C-- �; �r r Cool in g %— ,�7 Hood 6.50 Ventilation Permit Fee Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyor Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in ay way accrue against said County in consequence of the granting of this p'eerrmi . X Date / /-� Signature of Applicant — Owner [DContractor ElAgent3f An permit is required for excavations over 5'0" op and demolition or construct- ion cturas over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee/,611919 occ CONST TYPE TOTAL FEE HAI 0FEES IMP fL00D COF PAaC Po D ISSUE y� This permit is hereby issued un( applicable provi sions of the Butte County Code — resolutions to do th work indicated above for whir ave been paid. and/OI . DIRECTOR OF PUF 'KS. fees h, By PERMIT EXPIRES Date IC WOV. date LJ Receipt No. — `� 3 ��' -2 0— WNIT[-O.P.W.. YELLOW-ASSESS011, P�NK-INSPECTO1r, G LOCN'IOD-APPLICANT 7'j_a 5—S /(, /�j 4 2 J COUNTY OF BUTTE - DEFAK I MLNT OF HUbLIG WORK �• 7 County Center Drive - Oroville, California 95965 - Telephone 916 538-7541 APPLICATION AND PERMIT y 7 PERMIT NO. �zLq ASS7.S.50'-1 PAF:ZCELbkUM ERZO S� — (� -- ., BUILDING PERMIT oE r' T L33 NE ,(^s— SO. FT. OCC. BUILDING VALUATION O OW ER'SMAILING ADDRESS ZCK-� gg �� C TR A C TO R'S14.AM E TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ qrj ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ a?rUG Energy Plan Checking Fee $ �O.0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee E PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 , G Solar or heat pump water heater 20.00 LOT NO. -SUBDIVISION NAME _ PARCEL MAP dl12` 34 Water piping 7.00 - Q Each qas water heater or vent 7.00 C/ USE OF STRUCTURE Sl/VDuplex[:]Mobilehome❑ Other /� 'SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 49 Mobile Home S G W @ 15.00 TYPE OF WORK New : Addition ` Remodel ❑ Utilities ❑ Installation❑ Other ❑ Descri a work: Permit Fee S Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 Main service 20CATO1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 17I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.�\ OR AOONS. l ACC. BLDGS. II 3.60sq.ft. NEW CONSTR. ULTI.OUT LET NO N•RESIO BRANCH CIRC ITS @ 5.00 POWER APPARATUS e %SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURESFIXED 20 76d APLNS. \ Ex. Occup. OUTLETS (RESID )KEA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ j — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating I I , 5 tr Z6%/f/960 `V? a e7— Cooling , Hood 6.50 , Ventilation Permit Fee $71670 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in a wa. y accrue against said County in consequence of the granting of this permi X Date Signature of Applicant — Owner ❑ Contractor [IAgentsions An OSHA permit is required for excavations aver 5'0" ep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ Qr.Q C� C T PE TOTAL FEE, $ HAz DFEES IMP FLODo F This permit is hereby issued unc; '; of the Butte County Code work indicated above for whic DIRECTOR OF PUF By EXPIRES Date _ PARC PD HD ISSUE applicable provi- - resolutions to do ave been paid. -iKS L date Recei t No.=,::?;,— PPERMIT WHITL•D.P.W.. YELL0W-A33E33o R, PINK -INSPECTOR. C LOCNROD-APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION. 7 COUNTY CENTER DRIVE - OROVILLE-,' CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER � � ) V 1 � � A.P. NO . PROPOSED BUILDING USE DATE REC. # DATE REC 1. School District Fees (paid at District Office) 2. Sheriff Fees (paid at Building Department) Residential ........... X� $ unit amt. Commercial(per sq.f t.) X =$ sq.ft. . amt. 3. Urban Area Fees (paid at BuildingDepartment Residential (per unit) X =$ # units amt. Commerical(per sq.f t.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) 5. Drainage Districtjees (Contact Land Development) 6. Other 7. Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT 1 p Q kla 4 4” } y t r 4 f 2 OUNTY OF bU I I t - utrmr" 1 wick I Ur- rvol IL, vYvl c � y 7 / ounty Center Drive - Oroville, California 95965 - Telephone 916 '538-7541 - APPLICATION .AND PERMIT rthiMIT NO. �: ASSt1 PARCEL UM _ � 0,,,,,E N i\^^�`J\J\ ZONING TELEPrIDNE• J77 J1[G1 BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION I O 'S M L0 AD / ��� / sr e;�17 3 CO 'RACTOR•�gJaAPA E - TELEPHONE /1 % oC `/ CONTRACTOR'S MAILING A O ESS Fireplace ` CONSTRUCTION LEND R f(IUNKNOWN Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILIN ADORES Permit Fee $ Q q(% ARCHITECT OR NGINEER LICENSE NO. Plan Checking Fee $ (JD Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILIN D ES r Penalty $ BUILDING ADD ESS , `� L r Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 6/51100 Solar or heat pump water heater 20.00 LOT NnO. SUBDIVI510 NA _ PA/RCEL MAP (,c. X12` 3lo Water piping 7.00 G7 �/ Each qas water heater or vent 7.00 C) j:�y USE OF STRUCTURE SF/'J� Duplex❑ Mobilehome❑ Other -SPECIFY Gas piping system 1 - 5 outlets 5.00 il Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New : Addition i_j Remodel ❑ Utilities ❑ InstallationC Other ❑ Descri a work' Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600vOR LESS 200A OR LESS 18.50 Main service 200A TO 1000A1 37.50 CONTRACTORS LICENSE LAW - I clare under penalty of perjury (check one): ❑ I am. licensed under provisions of Chapt. 9. Div. 3 Of the Business and Professions Code and my license is in full force and effect. " License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors.- (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.&) OR ADDNS. 1 ACC. SLOGS. 3.64sq.h. NEW CONSTR. UL 1.OUTLET - NON.RESID BRANCH CIRC ITS @ 5.0 0 POWER APPARATUS 0 SINGLE OUTLET CIR. EX. OCCUp(OUTLETS OR FIXTURES 20 75 AL 49 FIXED APPLN5. OR 1 Ex. Occup. OUTLETS (RESID.) EA./ I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ S Contractor — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placedon file with the County of Butte Building Department a Certificate of Workmen's Compensation -insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: Waiter making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 15.00 Heating , (� /-/? Cooling I Hood 6.50 , Ventilation Permit Fee $ Q Contractor I certify that.l have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building_ construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify'and keep harmless the County of:Butte against at I. judgments, costs, and expenses which may in a �7�accrue against said County in consequence of the granting of this in . Date of Applicant — Owner ElContractorC]Agent % An OSHA permit is required for excavations over 5'0" ep and demolition or construct- ior. of structures over 3 stories in height. Mobile Home Installation Fee S Inspection Ener Ins 9Y Fee $ OCC CONST TYPE TOTAL FEES S rlA2 OFEES IMP f100D cof PAflC�L I/ P0. MD ISSUE This permit is hereby issued under the sions sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date ` y �b-7 � Receipt No. '7 6) �,L WNITC-D.r'.W.. TCLL0W•A3e[330r1• VIN1t•INs►CCTON. OOLOCNIIOD-APVL I CANT DATE: PERMIT #: 14G7-0 ASSESSOR PARCEL #: OWNER'S NAME: FEES (Amount and Purpose). REVISED PLAN CHECK: $ BALANCE OF FEES: $ ADDITIONAL FEES: $ REINSPECTION FEE: $ SHERIFF FEE: $ CUA FEE: $ TUA FEE: $ CSA 87 TRAFFIC FEE: $ WATER TENDER FEE: $ BATTALION # THERM DRAINAGE FEE $ IF BALANCE OF FEES OR ADDITIONAL VALUATION: VALUATION: " $ ADDITIONAL VAL: $ (Check One) COUNTY CITY OF BIGGS (Check One) RESIDENTIAL COMMERCIAL RECEIPT NUMBER: (Lo% f3 9 y ----- --- ---. _ _ . -. _ _ - ----------- - - - - -- -INSULATION CERTIFICATE _ IC -1 Num o ar7 trees City bounty -� ..-- Sulo w1sion Description of Installation i 1. ROOF Material Brand Name _ Thickness (inches) Thermal Resistance (R -value) 2. CEILING Batt or Blanket Type _Fiber .lass Batts Brand Name _ c°huller Trit. Thickness (inches) 1 �' -� The(mal Resistance (R -Value) Loose Fill Type Fiberg-Ness Brand Name Schul ler Tnr Contractor/s nein installed weight/ft' L(L, I Ib Minimtirn ti-rickness �U.ltr`° inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value) I�Hq 3. EXTERIOR WALL Frame Type A. Cavity Insulation Material 'Fiberglass Batts Thickness (inches) ' B . Exterior Foam Sheathing Material Thickness (inches) 4. RAISED FLOOR Material Fiberglass Batts ' Thickness (inches) " 5. SLAB FLOOR/PERIMETER Material Thickness (inches) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) Declaration Brand Nan'ie Schuller Int. Thermal Resistance (R -Value) ti Brand Name Thermal Resistance (R -Value) Brand Narne Schul ler 'Ini . Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R-Valut) J I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,r Part 6, California Code of :Regulations) as indicated on the Certificate of Compliance, where apo0}�cable, I-Oq E TNSULATTQN CO., TNC. P.O. Box 7927 C.t.1G99150 Chico CA. 95Q27 Item s WignatuNre,ate4LL nsta rng u contractor(Co. ame kC'; 1 8 1996 General Contractor (Co. Name) OR Owner tem s tem Revised July 1995 Signature, Date Installing Subcontraictor o. ame General.Contracy3 W -o. Name) OR Owner rgnature, ate nshta- in li'' u contractor -(Co.-, ame - Gener• I Contractor (Co. Name) OR'Owner . I- 3TADIIITR30 KOITAJUP,01' I cl �Qael Y 1 -' Isyi)�bnbl mu f noitsusienl 10 noitonea I 90OR .I emW bnoW _ isholsM (euleV-R) eon6lzi2eR IGmteriT _ (zerio i) zaenkoirlT 3TADIIITR30 KOITAJUP,01' I cl �Qael Y 1 -' Isyi)�bnbl mu ounumoinoo ni noilsool evods Of is gnibltud ed) n1 bellbiem atsw nutlsluam ovods or to ebo0 L.njotllso ,8 11s9 ,4S e10T) zprubhud Istlnobim jot zb,%ebn61Z Xo1d1S%MI Vt eldroilmgs 919dw ,0nsrl(4mQ:) io 9Jfi:" '9D J(ll no b9J r' T OD V10 to JP IPM DIRRQ J x()£J .Q.9 TV)?P A'1 o ,td'J �`; 9cerstii .v lolosi, no`�F Ont slzn 91s ,9iulsnl lonw0 Hu EomslA .off} tos�silno) Is19n9a ae(?t 8 t 0i1 t HIs eivisn,112 t 1 �V .9 vJ e't►,�ii� C G~,.ni)Isr2nl lenwo AC) ,tfmfiw .O.J; lslfr�u'� i�lenau �` Ism ylinso yd9iod 1 ml memo ed) dljw nbni as (anoilsluO9A f noitsusienl 10 noitonea 90OR .I emW bnoW _ isholsM (euleV-R) eon6lzi2eR IGmteriT _ (zerio i) zaenkoirlT i DOIJ130 .S .7nI 't9f Iurh:? emsIA b66i8 I"IM 3t'O Y*Ak 9gyT le nal8 io IMS _ (OAN-A) aunnlwoR tr;misr(T _ 'P � r I (emb -n (ud i) zzen�loiriT in) ip 9(mM btmG e T 110 eeooJ eerlon� Zia azenAuul; murnrniM dl, �' `fllsriQIuw bellujam norm zW)mjnoO (©ulsV-p) eonsl2izeA lsrmerlT evetrkm of loot 9if upe ieq idg19w bellsJ2ni z' muloslunsM ' JJA ROIR3TX3 -E -- - - _� egyT emsI I nolmlu nl YlivsO .A 7n1 i� I I uri-? emow bnwe ._ _ 2 i irk r:RafaISdil _ WheasM •,_ t$u1�,V -p) yonsjztz9M tsrniodT r (zorloI\ROOJI A iriT dn.�i1G9r12 molx3 .8 emgVi bnui8 _ - - _-- - -, r 1GM (ouluV-A) ©unGimen IGmleriT _,_ (zerionoiriT MIAA .A . Iht iof furl-)? em6o brlst8 ))sff easf o)t3iielsM guns wag Ic(muriT , ''jam ' iaeenA:);(iT AMMIA 8AJ2 .a emsW bn818 Ishe)sM (u sV-A) aunelZie9A lsmteriT ___ (eeenAoidT „ (aerianr) rilgo(3 nods uzn) ielomhO9 JJAW 1401TAGMUOI JD, enmA bnsi8 ,._ _— 1she)am (ot )W -R) eunslzia9R 16mio iT _ _.. _ (29r ont) eeenAoRIT Roitj'14ina ounumoinoo ni noilsool evods Of is gnibltud ed) n1 bellbiem atsw nutlsluam ovods or to ebo0 L.njotllso ,8 11s9 ,4S e10T) zprubhud Istlnobim jot zb,%ebn61Z Xo1d1S%MI Vt eldroilmgs 919dw ,0nsrl(4mQ:) io 9Jfi:" '9D J(ll no b9J r' T OD V10 to JP IPM DIRRQ J x()£J .Q.9 TV)?P A'1 o ,td'J �`; 9cerstii .v lolosi, no`�F Ont slzn 91s ,9iulsnl lonw0 Hu EomslA .off} tos�silno) Is19n9a ae(?t 8 t 0i1 t HIs eivisn,112 t 1 �V .9 vJ e't►,�ii� C G~,.ni)Isr2nl lenwo AC) ,tfmfiw .O.J; lslfr�u'� i�lenau �` Ism ylinso yd9iod 1 ml memo ed) dljw nbni as (anoilsluO9A 9-5 T-1 III 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOSS.ITEMS TO LOOK OUT FOR S t Sta1,0I(Uay details: landings, rise and run,'head clearance;—handr�a`ils &��B'rick c. 3306). `rdrail details (Sec. 1711 & 3306(j). r stone veneer (Chapter 30). ,,r__„ I ter or plaster - weep screeds (Sec. 4706). Pr Kr roof pitch for roof convering (Chapter 32). � w .• covering type - (fire hazard). J oam insulation - protection. '. 36" halls and stairways. i-v-i-ffg—area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. e son three-story dwellings (sec. 3303 &see Mezannines - 1716). iC access and ventilation (Sec. 3205). 1 erfloor access and ventilation (Sec. 2516). 1 . ombustion air for fuel,burning appliances - L.P.G. requirements. ofse requirements on duplexes. 1 E ) design. 1 Flashing at all exterior openings. 13 -,Pqlr; responsible area requirements. ,q _ r� � _ f ,: 70 2-23-1�4 Z� L iV >Q- wrk .49 A 8 8/91 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) �., AL I I ,•� Bldg. Permit #�4-- 064NER t -t0, ... A.P. # GENERALe,•ZZ-'5y Plan Checker ZZk• Z• -Z3 -g 5.�onirig er quirements: L(sideyards and number of permitted living units). 2. Valuation. Flans signed by designer. /A!r.oper description of work on application. S_5�^�Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). .7: Reeord•ed notice of violation. a PLOT PLAN Hyl': Complete parcel size and dimensions. , 2�Setbacks, sideyards, easements, etc. s O'ther buildings or structures. .f ,:�, Gxading { Mills, drainage. , � rr, • &<Flood�hazard . ' ^ • , Special conditions on creation map,' (noise, CDF, fire sprinklers, non -comb ustible, and foundations). -7----FAU & FAS road setback. c ► -&!'5uiiding or utilities across lot lines (Record'form)'. FLOOR PLAN, . :�. F''` j ^ • 1' "1 j, , { mom to to' -scale p1 n�ith' dimensions. �� ; ' s ` �� ��" •r^ 2/ equired windows for light's d ,ventilation (Sec. 71205) qq�� -i Re uired winrdQwS-'`£o",•rsec:ond'. ei�t '(4Sec X1204).QIC ; *'Rj, .� ,'t • ; C r1. - (Chapter 34,,&Sec. 5207). w H n. impact glass (Sec 5406) 6 uired'room.�s a �u �• yr. •..'1. ; . . . <i ;�, ;ceilin hes hts Secy. 1207).1, t a GF s„ baths, garage, kitchen,�and-exterrior ',utlet-s (Ar,ticle 21©-8).- ,fi'xtpres, switches,` receptacles; and ext6 1116ip4receptaclres for main- nance.•of mechanics eq.uipmerk. 9 Locations of twater heater, `h°eating and coolir`g equipment, rother:elect ri.cal as quipment. 1r Ga irewall, door size, and closer- (Se -c`. 503.(4),(3)) r ` 11. - exterior•.exit door. (sec. 3304 (f). 1 e' aceaand�'wood..,stove;-ocation•;, alcovesan�,�clear.nce..t,• 1 o e detectors (Sec. 1210) _ - 1 Plumbing.,fixtpres,.water closet clearances and shower size. STRUCTURAL DETAILS 1. andard bracing or engineered • design' (-Tab 'e25V) 2./ Unusual shape, size, or split level house requiring lateral design. Z---=erestory requiring balloon framing and/or engineering. tory building requiring engineered calculations and plans. ndation plan complete enough to construct building. Floor construction details complete enough to construct building. a --Zl�--xations and wall construction details complete enough to construct building 8�oof construction details complete enough to construct building. replace construction details and talcs if necessary. hg/R�ter ties or bearing ridge beam. 1 /Garage door or porch header sizes. laud heights. Dobe soils - special foundation design. ;.L.. 14—Rgrai '-ng walls requiring design. "- 1 -Special Inspection required. f �\ Ll COUNTY 'OF BUTTE -DEPARTMENT OF PUBLIC WORKS '�2� RMIT N0. 7 County Center Drive - Oro4iller California 95965 - Telephone: 916.'538-7541 93-2185 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER o — OS - �-C�?� ZONING BUILDING PERMIT IER HNG D TELEPHONE 873-3678 SO. FT. OCC.1 BUILDING VALUATION 936 M 16,848 OWNER'S LIDRESS 6040 TIFFIN CT MAGALIA 95954 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDERUNKNOWN Total Valuation $ ' Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 150.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 75.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS COUTOLENC RD MAGALIA Permit fee $ 240.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT O. I SUBDIVISION NAME PAR EL Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SHOP SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New[I AdditionE] Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT. Filing Fee 15.00 . -Main service 600VORLESS 200A OR LESS 18.50 Main service 200A TO IOOOA) 37.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profgssio s Coe nd my license is in full fortand effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen-Ex. will do the work,and the structure is not intended or offered for sale. (Sec. 7044)Mobile ❑ I, as the owner; am exclusively contracting with- licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code 'for this reason NEW CONST. DWELLINGoccuP.tr� OR ADDNS. AGC. BLDGS. 3.6Qsq.fy 32- 7 NEW CONSTR. ULTI-OUTLET NON-RESID BRANCH CIRCUITS) @ 5.00 /POWER APPARATUS tr \SINGLE OUTLET CIR. Ex. OCCup(OUTLETS OR FIXTURESqJ3.00 DCCUp. OUTLETS IFIXED PR ESID INS KEA-)sation, Temporary service Home Facilities Misc. Wiring' 15.00 Permit Fee $ 66.25 Contractor — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. - ❑ I have placed on file with the County of Butte Building Department a Certificate. of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to.the W. C.- provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Penult Fee $ Contractor I certify that I have read this. application and state that the above information is correct. I agree to comply to all County Ordinances:and State Laws relating to building construction, and hereby authorize representatives of the County.ot Butte to enter upon the above-mentioned property for inspection purposes. Iso agree to save, indemnify and keep harmless the County of Butte against liabilities, judgments, costs, and expenses which may in anyway accrue ins i unty in onse u ce th granting of this permit. X Date Sign re Contractor EL Agent ❑ An OSHA ion of structures tover 3gsroriesoineheighr Ions over 5'0" deep and demolition or construct- Mobile Home Installation Fee S Energy Inspection Fee S OCC CONST TYPE TOTAL FEE $ 306.25 HAz DFEES IMP .FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applic ble provi- resolutions to do have been paid. WORKS Date Receipt No. 143567-105.00// WHITE-O.P.W., 1EL LOW-ASe C7 eOR, PINK -INSPECTOR. GOLDENROD -APPLICANT -71(93 54 3,� 1 uj ZCMD c��DX 2 S 33 2� XS —f— I-779jc -�� � -- g- 0 > ( 6 Y, ( 4—q' u 1 A ..7 PT FT62 12:41 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 12/24/93 Description >>F -4 -------------Load data ------------- ; -------------- Soil data ------------- P > 6.220 kips ;Soil brg capacity) 1.500 ksf Uniform load > .000 kips/ft Live load % > 80.000 --------------Concrete-------------;----------Reinforcing steel --------- F'c > 2.500 ksi ;Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.250 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .159 kips Total P axial > 6.919 kips Total bearing pressure > 1.319 ksf <ok> Net bearing pressure > 1.229 ksf Factored bearing pressure > 2.015 ksf (1.1*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 3.589 kips Vn=Vc=2(F'c)".5*bw*d > 21.600 kips 0 Vn > 19.440 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 9.305 kips Vn=Vc=4(F'c)".5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"1/2 > 1.215 ft-kips/ft Required Rn=(Mu/0)bd"2 > 22.131 psi Required p (bending moment) > .0006 Required As (bending moment) > .053 IN"2/FT = .120 in"2 Min. required p UBC 2610(f) > .0001 33% increase applied Min. required As UBC 2610(f) > .011 in"1/ft = .160 in"2 Minimum reinforcement as governed by: ' ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. � * . , CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ` =============================================================================== Project Title.......... JEFFREY HORTON` Date........ 02/09/94 Project Address........ 14862 COUTOLINC ROAD ---------- . MAGALIA, CA 95954 | Documentation Author... ROBERT A. MANGRUM | B Company................ PARADISE MECHANICAL |If Telephone.............. 916-877-8881 | Plan Check / Date | | Compliance Method...... MICROPAS4 by Ener -comp, Inc. | Field Check/ Date | Climate Zone........... 11 --------------------- =============================================================================== | MICROPAS4 v4.02 File-2HORTON Wth-CTZ11S92 Program -FORM CF -1R | | User#-MP1342 User -PARADISE MECHANICAL Run -2 HORTON ENHANCED CASE | GENERAL INFORMATION Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... 2449 sf Single Family Detached New Front Facing 296 deg (NW) 1 1 Raised Floor (Package E) BUILDING SHELL INSULATION Componentlati - - Assembly -- Type �R- yalue_l U --Value Location/Comments Wall -~^ 0.081 ' _ Wall 0.03 ���� � Roof 8 _ 0.029 Orientation Roof R�38 0 025 ^ Description Door __ 'J ~-R=0 0.330 To GARAGE Floor R-19 0.O37 RAISED ~- l FENESTRAII ON -- # of Interior Over- -~^ Shading/ Exterior hang Orientation (sf)[-Valt..�e es Description Shading Fins XV. r_ Window Right (W) 8.0 0.330 2 None None Yes V inyl\ Window Front (NW) 20.0 0.370 2 None None None Yinyl' Window Front (N) 8.0 0.330 2 None None Yes inyl' Window Front (NW) 9.0 O.370 2 None None Yes Vinyl\ Window Front (NW) 5.0 0.330 2 None ` None Yes V inyl ` Window Front (NW) 5.0 0.330 2 None None Yes di`yl ~ Window Right (W) 4.0 0.370 2 None None None Vinyl. Window Right (W) 24.0 0.370 2 None None' None Vinyl Window Front (N) 10.0 0.330 2 None None None Vinyl Window Front (N) 22.5 0.370 2 None None None Vinyl Window Left (NE) 12.0 0.370 2- None None Yes Vinyl' Window Left (NE) 32.0 0.370 2 None None Yes Vinyl Window Left (E) 36.0 0.330 2 None . None None Vinyl Window Back (SE) 12.0 0.370 2 None '. None Yes / V' nyl Window Left (E) 24.0 0.370 2 None None Yes Vinyl' Door Left (E) 40.0 0.37O 2 None None Yes' V i ny l Window Back (SE) 32.0 0.370 2 None None Yes `Vin' l � �CERT�FICATE OF. COMPLIANCE: RESIDENTIAL Page 2 CF -1R =============================================================================== Project Title.......... JEFr'REY'HORTON Date........ 02/09/94 ' | . MICROPAS4 v4. 02 File-2HORTON Wth-CTZ11S92 Program -FORM CF -1R | | Us( r#-MP1342 User -PARADISE MECHANICAL Run -2 HORTON ENHANCED CASE | Orientation Window Back ((:3E) Window Back (SE) Window Back (SE) Window Back (SE) Window Right (SW) FENESTRAT�ON # of Interior _ --U- Pan- Shading/ (�f) Value es' Description 32.0 0'37 -2 Not 32.0 0 37 2 None 20.0 0 37' ~2 None 20.0 0�370 2. None 24.0 0.37 2 None �THERMAL MASS � ~~ _^ HVAC SYSTEMS Over - Exterior hang/ Framing Shading Fins "Type Thermostat ' None Yes V inyl\ None Yes / None None inrl None None i Npne Yes �inyl ~~ _^ HVAC SYSTEMS .` 'M imum Area `Thickness Thermostat Type . Exposed � (sf/ (in) Lioc7 ei-cihyComments-� ' InteriorVert Yes 92 1.0 BATHS/KITCHEN Int eriorHorz Yes 174 1.0 BATHS/KITCHEN InteriorVert Yes 40 8.0 STOVE InteriorHorz Yes 13 .8.0 STOVE InteriorHorz Yes 438 ' 1.5 TILE FLOORS ~~ _^ HVAC SYSTEMS ` .` 'M imum �Ltct Duct Thermostat Equipment Type [ocatiohi R -value Type Furnace E R-4.2 Setback ACSplit 4-~ ~ R Cr a wl s p a cf e R-4.2 Setback ATING~~SYSTEMS~ NumberTank 'E^�- in �--- �� Si g Size at o n Tank Type Heater Type -� Type System Factor (gal) Distribution r e | Sto,rage Gas IlPipelnsulatiom 50 ` SPECIAL FEATURES/REMARKS WATER HEATER: FGR -50-224 OR EQUAL A/C: CARRIER 38BR006-3 COIL: CARRIER HA14460C210 WINDOWS: VIKING VINYL/ARGON/LOW E OR EQUAL ` ` 'ERT�FICATE OF'COMPLIANCE: RESIDENTIAL ' Page 3 CF -1R =============================================================================== Project Title.......... JEF-EY 'HORTON Date........ 02/09/94 | MICROPAS4 v4.02 File-2HORTON Wth-CTZ11S92 Program -FORM CF -1R | i User# - r MP1342 Use -PARADISE MECHANICAL Run -2 HORTON ENHANCED CASE | COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... JEF* FRE 104 Name.... ROBERT A. MANGRUM Company. y Company. PARADISE MECHANICAL Address. D Address. 5796 CLARK RD. SUITE 16 MAGALIA, C 954 PARADISE CA 95969 �^ ru ' Phone-... 3 6 7Phone... 916-877-8881 License. Signed.. Signed.. r U date) ENFORCEMENT AGENCY Name.... Title... ' Aqency.. Phone... Signed.. (date) . ' . . HVAC SIZING Page 1 HVAC . Project Title.......... JEFFREY HORTON' ' Date........ 02/09/94 Project Address........ 14862 COUTOLINC ROAD --------------------- MAGALIA, CA 95954 | | Documentation Author... ROBERT A. MANGRUM | Building Permit # | Company................ PARADISE MECHANICAL | | Telephone.............. 916-877-8881 1 Plan Check / Date | | | Compliance Method...... MICROPAS4 by Enercomp, Inc. | Field Check/ Date | Climate Zone........... 11 --------------------- =============================================================================== | MICROPAS4 v4.02 File-2HORTON Wth-CTZ11S92 Program-HVAC SIZING | 1 User#-MP1342 User-PARADISE MECHANICAL Run-2 HORTON ENHANCED CASE | � ------------------------------------ _--------------------------------------------- GENERAL INFORMATION Floor Area................. Volume..................... Front Orientation.......... Sizing Location............ Latitude................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used..;... Latent Load Fraction....... 2449 sf 22701 cf Front Facing PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F No No Yes 0.30 HEATING AND COOLING LOAD SUMMARY ---------------------------------- Heating _______________________________ 296 deg (NW) Heating Cooling Description (Btuh) (Btuh) _________________________________ ___________ ------------ Opaque __________ Opaque Conduction and Solar...... 12069 5188 Glazing Conduction............... 6271 3292 Glazing Solar.................... n/a 13565 Infiltration..................... 12912 3896 Internal Gain.................... n/a 2100 Ducts............................ 3125 1402 Sensible Load.................... Latent Load...................... Minimum Total Load Nswom n/a 29443 8833 34378 38276 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. A -....__�_,_,�.��.....= _•_ � .... ,u;':�lt. m:4ti r3s 4 si.,•u +`:,.r'.nY. .. .P to t,.a ,a. .t �c � 1 �L :�• � �. _ . •• - ,,c. -'��'^—•rte.. r it �t�l�i1 n enc; r�� ' 4 � 1''• `i' Y � �/" `x•17' 4 . 110C`. f r�t'C COIF No x rc.c�c�-rn 224N,1n �1tf,Odp r. A� An^/� 1.1�Ig Not htAt, ..g6 21A K-10 �A,AAO .;. Ay RSI"!^ y� r tlZ,bbtf •A� iR"/e An Yr_9 rcac �3q 72� 171 NO rrrta.�n �z� :,;,,.• tat -1A ., �tf,tiotl -• .�� , �q^IA t`;��rd0 yz! it FI�0 No .62 • / Yr -_a ter., � � ,, .• . �,. • .4000,....a3 7Hs/A $ 171 1q' . NV c�xti�n P.Px4 ; �� Qob• ► 1 pax11•A n 224 Y ns rC;n•3n. ', yx� , t': 1;171 yrs r -GM -40 224.,A2. 7AA r Kcn•gt) �� 224a-18 3e,bbtf70% ron-1bd,2bx Mfr $148 Yrs; ; �. t A0 0 ;, NIANo r�c�tr-:�n 224 . „ A Nv rl-�o �e,u00 ago., yR" rncarl-Rn A724�,y, 3N,Otlqflop Yr•• rc� �t•12 ;, + 78s/s �17I 4 2z224a ;.�. -100 ;yR, nn rt -1 N/A YK� zing- 22A00 g : ; : I2 -A.<., i 1 .fix,. •QA, ;ax 70% • rr�t=.Ra • NO zxz• , <� � n��A �,: ���odQ. 7A /a SM r 1 rt)V.40T 1 1't -1t3 ;•gb AOy Nv r rt)V_96t 21A �� 3l1�ff0 ''AA An°/A i s . �a'd � i 7�A/. � t n � . P. r. p 1 00 .da 70"/° rg¢ No KrSr. 10 G n -1b No �1)1,11)1,1R-1e rR 4dddW •ao 00 c"I i z -�1p p 1,"1 n•1tl " �d00W .'•AA.. btl F°/ ��10! N/A ti t naw ., g,;,. a 4c�r • n �tl , fr b r �/ / ,, A ��1U9 N/A �; ;I t� V11111IM Or- SACRAMENTO INC; 4„9 r4. rnr_rWAY nLvr)., SACRA&irt•1 ro, cAUr. 95834 . (91(,)929-.3499 July 7, 1993 wNTE)) RESULTS AA = RESIDENTIAL CONS-rRUCTION IIB = COMMERCIAL CONSTRUCTION s QUALITY aUiLUING PRODUCTS TFIROUGII I.FADING DFAI.F.R� SERIES �..-8100- O.A. GAS LOW -E SIZE AA SIZE BB c' ..750 NO NO .51 .51 •� 8150 '.750 YES NO .4t3 .750 NO YES .�0 .40 ..750 YES YES .37 ' .36 S 8300 .750 NO' NO .51 .51 .750 YES NO .40 .48 .750 NO YES .40 ,40 .750 YES YES .37 .36 8600- ,750 NO NO ,49 .49 8650- ,750 YES NO . T .47 8800 .750 NO YES .37 .37 .760 YES YES .33 .33 8500 .750 NO NO 62 52 .750 YES NO .49 .49 .750 NO YES .40 .40' .7610 YES YES .37 - o° .36 9700 1.00 NO- NO .46 .47 1.00 YES NO .44 45 1.00 NO YES .38 .38 1.00 YES YES :36 .35 AA = RESIDENTIAL CONS-rRUCTION IIB = COMMERCIAL CONSTRUCTION s QUALITY aUiLUING PRODUCTS TFIROUGII I.FADING DFAI.F.R� Performance data DIRECT -DRIVE MOTOR 115-60-1 Hp (PSC) 1/5 1/3 1 1/5 1/3 1/3 1/2 1/2 3/4 3/4 MOTOR FULL LOAD AMPS 2.9 5.8 2.9 5.8 5.8 7.9 7.9 11.1 11.1 RPM (Nominal)—SPEEDS 1075-3 1075-4 1075-3 1075-4 1075-4 1075-4 1075-4 1075-4 1075-4 BLOWER WHEEL DIAMETER x WIDTH (in.) 10 x 6 10 x 6 10 x 6 10 x 6 10 x 7 10 x 8 10 x 8 11 x 10 11 x 10 FILTER SIZE (in.)—(WASHABLE) (2)16 x 20 x 1 104-127 PSC — Permanent Split Capacitor ENERGY EFFICIENCY ...... .... CAPACITY BTUH' Nonweatherized IC!4 37,000 37,000 56,000 56,000 75,000 75,000 94,000 94,000 110,000 AFUE %.* V Nonweatherized ICSt 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ' Tentative capacity and AFUE in accordance with U.S. Government DOE test procedures t ICS — Isolated Combustion System 9 Electrical data UNIT VOLTS—HERTZ—PHASE 115-60-1 MINIMUM WIRE SIZE 14 14 14 14 14 14 14 12 12 MAXIMUM WIRE LENGTH' (Ft.) 42 34 42 33 30 28 28 33 31 MAXIMUM UNIT AMPS 6.6 8.1 6.7 8.4 9.2 10.2 10.1 13.3 14.3 OPERATING VOLTAGE RANGEt (Min—Max) 104-127 MAXIMUM FUSE SIZE OR HACR-TYPE CKT BRKt (Amps) 15 15 15 15 1 15 15 15 20 20 TRANSFORMER (24v) 40 VA EXTERNAL CONTROL POWER AVAILABLE— Heating Cooling 12 VA 35 VA AIR CONDITIONING BLOWER RELAY Standard Length shown is as measured 1 way along wire path between unit and service panel for maximum 2% voltage drop t Permissible limits of the voltage range at which the unit will operate satisfactorily. t Time -delay fuse is recommended. 01 r / •/ /1 1 ,�I /��"1 � � ILS '/ A DIVISION OF THE EDWARD B. WARD & CO. Aw. rtaun-5 neirig. & Htg., Inc. 5655 Almond Street Paradise, CA 95969 QUCTATICN CCNTUACT MULTIPOISE FURNACE COIL ACHIEVE' 13.0 SEER WITH CARRIER 38BR COND UNIT COOLING DIMENSIONS MODEL # NOM. CAPACITY HEIGHT WIDTH DEPTH SEER HA10436C145 HA10436C175 2.01 2.51 3.0 TON 24.5 14.5 20.5 13.0 2.01 2.51 3.0 TON 24.5 17.5 20.5 13.0 HA12448C175 HA12448C210 3.5 & 4.0 TON 24.5 17.5 20.5 13.0 3.5 & 4.0 TON 24.5 21.0 20.5 13.0 HA14460C210' HA14460C245 5.0 TON 24.5 21.0 20.5 13.0! 5.0 TON 24.5 24.5 20.5 13.0 4CHIEVE 11.0 SEER WITH CARRIER 38CK COND UNIT HA10436C145 HA10436C175 1.51 2.01 2.5 TON 24.5 14.5 20.5' 11.0 1.5, 2.0, 2.5 TON 24.5 17.5 .20.5 11.0 HA12436C145 HA12436CI75 3.0 I TON 24.5 14.5 20.5 11.0 3.0 TON 24.5 17.5 20.5 11.0 HA12448CI75 HA12448C210 3.5 TON 24.5 17.5 20.5 11.0 3.5 TON 24.5 21.0 20.5 11.0 HA14460C210 4.0 & 5.0 TON 24.5 21.0 20.5 11.0 HA14460C245 ` _ 4.0 & 5.0 TON 24.5 24.5 20.5 11.0 *All coils are 3 -way - upflow, counterflow or horizontal - no modifications *Non -bleed TXV INSTALLED, requiring a hard -start kit or a scroll compressor. *Coils are sized for Carrier furnaces. *5 year warranty For specific SEER and HSPF Ratings refer to the current product data. Some ,snit combinations may not meet specific ratings. Always refer to:the product literature for specific ratings on individual installations. Prices are subject to acceptance within days, and are firm for shipment before: 09/30/94 VALAIR, Division of Edward B. Ward & co.- ate: 2494 VALAIR, DISTRIBUTORS: 8615 23rd Avenue, Sacramento, CA 95826-4995 (916) 3087-3000 2345 Los Angeles St., Fresno, CA 93721-3115 (209) 487-1860 J� ^ �D ( w-� Proposed Compliance = � -V Design Design __________ Margin = � l �OMPUTER METADD SUMMARY 14.4t 8.86 Page 1 C -2R Project Title.......... JEFFREY HORTON 8.86 5.51 = Project Address........ 14862 COUTOLINC ROAD ve 1.87 = = ` MAGALIA, CA CA 95954 ________ | | Docum nt tion A th r . . .ROBERT A. MANGRUM OP | Building Permit # } Company... .......... 4.. PARADISE MECHANICAL ��r | : Telephone.............. 916-877-8881 | Plan Check / Date | | Compliance Method. . . .`. . MICROPAS4 by Enercomp, Inc. | | Fi.eld Check/ Date | Climate Zone........... 11 --------------------- =============================================================================== i MICROPAS4 v4.02 File-2HORTON Wth-CTZ11S92 program -FORM CO2R | � User#-MP1342 User -PARADISE MECHANICAL Run -2 HORTON ENHANCED CASE y | . / ================================================================= = MICROPAS4 ENERGY USE SUMMARY = = ____________________________ = = = = Energy Use Standard Proposed Compliance = = (kBtu/sf-yr) = _______________________ __________ Design Design __________ Margin = Sp aceHeating......... 14.4t 8.86 ---------- _________Space 5.55 = = Space Cooling.......... 14.37 8.86 5.51 = = Water Heating.......... 10.57 8.70 1.87 = = ` ________ ________ ________ = = Total 39.35 26.42 /12.93 = = = *** Building complies ================================================================= with Computer = Performance *** = ` GENERAL INFORMATION Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Drientation. Number of Dwelling Units... Number of*Building Stories. ' Weather Data Type! ...^..... Floor Construction Type.,.. Number of Building Zones,.. Conditioned Volume......... Footprint Area............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 2449 sf Single Family Detached New Front Facing 1 1 ReducedYear Raised Floor 1 22701 cf 2449 sf 2449 sf 0 sf 17.6 % of FA 9.3 ft 296 deg (NW) (Package E) CQMPUTER METHOD SUMMARY Page 2 C -2R ' Project Title.......... JEFFREY HORTON Date ........ 05/19/94 =============================================================================== | MICROPAS4 v4.02 File-2HORTON Wth-CTZ11S92 Program -FORM C -21R � | User#-MP1342 User -PARADISE MECHANICAL Run -2 HORTON ENHANCED CASE | BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE \ Azm ___ Tilt Gains ____ _____ Reference ____________ Residence 2449 22701 1.00 Yes Setback 2.0 n/a OPAQUE SURFACES FENESTRATION SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) ______ value _____ R-val _____ Azm ___ Tilt Gains ____ _____ Reference ____________ Comments ________________ ______________ HOUSE U- Act Glass Int Shading/ Surface (sf) es ____ 1 Wall 210 0.047 R-15 296 90 Yes 'W.21.EQ3.A _____ 2 Wall 315 0.047 R-15 341 90 Yes W.21.EQ3.A 1 3 Wall 338 0.047 R-15 251 90 Yes W,21.EQ3.A 0.78 4 Wall 261 0.047 R-15 26 90 Yes W.21.EQ3.A 90 5 Wall 498 0.047 R-15 116 90 Yes W.21.EQ3.A 0.330 6 Wall- 347 0.047 R-15 71 90 Yes W.21.EQ3.A 7 Wall 27 0.047 R-15 161 90 Yes W.21.EQ3.A 5.0 8 Roof 30 0.039 R-38 296 90 Yes R.38.2X4.16 6 9 Wall 221 0.047 R-15 206 90 Yes W.21vEQ3.A 0.78 10 Wall 18 0.047 R-15 296 90 No W.21.EQ3.A 90 11 Wall 216 0.047 R-15 206 90 No W.21.EQ3.A 0.370 12 Roof 2009 0.025 R-38 0 0 Yes R.38.2X4.24 Vinyl 13 Roof 462 0.025 R-38 296 19 Yes R.38.2X4.24 22.5 14 Door 20 0;330 R-0 296 90 Yes None 11 15 Door 18 0.330 R-0 206 90 No None To GARAGE 16 Floor 2449 0.037 R-19 0 0 No FC.19.2X8.16 RAISED FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es ____ Type _________ Type ______ value _____ Azm ___ Tlt ___ Only ____ Shade ____ Description _______________ ___________ HOUSE _____ � 1 Window 8.0 2 Vinyl Fixed 0.330 251 900.88 0.78 None 2 Win/ow 20.0 2 Vinyl Slider 0.370 296 90 0.88 0.78 None 3 Window 8.0 2 Vinyl Fixed 0.330 341 90 0.88 0.78 None 4 Window 9.0 2 Vinyl Slider 0.370 296 90 0.88 0.78 None 5 Window 5.0 2 Vinyl Fixed 0.330 296 90 0.88 0.78 None _ 6 Window 5.0 2 Vinyl Fixed 0.330 296 90 0.88 0.78 None 7 Window 4.0 2 Vinyl Slider 0.370 251 90 0.88 0.78 None 8 Window 24.0 2 Vinyl Slider 0.370 251 90 0.88 0.78 None 9 -Window 10.0 2 Vinyl Fixed 0.330 341 90 0.88 0.78 None 10 Window 22.5 2 Vinyl Slider 0.370 341 90 0.88 0.78 None 11 Window 12.0 2 Vinyl Slider 0.370 26 90 0.88 0.78 None 12 Window 32.0 2 Vinyl Slider 0.370 26 90 0.88 0.78 None 13 Window 36.0 2 Vinyl Fixed 0.330 71 90 0.88 0.78 None 14 Window 12.0 2 Vinyl Slider 0.370 116 90 0.88 0.78 None 15 Window 24.0 2 Vinyl Slider 0.370 71 90 0.88 0.78 None 'COMPUTER METHOD SUMMARY` Page 3 C -2R Project Title.......... JEFFREY HORTON Date........ 05/19/94 =============================================================================== � MICROPAS4 v4.02 File-2HORTON Wth-CTZ11S92 Program -FORM C -2R | | User#-MP1342 User -PARADISE MECHANICAL Run -2 HORTON ENHANCED CASE � FENESTRATION SURFACES OVERHANGS AND SIDE FINS _______________________ ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- SC SC # of Conduct- Vent Int Shading/ Tlt ___ Only ____ Area Pan- Frame Open U- Act Surface (sf) es Type Type value Azm ___________ 16 Door _____ 40.0 ____ 2 _________ Vinyl ______ Slider _____ 0.370 --- 71 17 Window 32.0 2 Vinyl Slider 0.370 116 18 Window 32.0 2 Vinyl Slider 0.370 116 19 Window 32.0 2 Vinyl Slider 0.370 116 20 Window 20.0 2 Vinyl Slider 0.370 116 21 Window 20.0 2 Vinyl Slider 0.370 116 22 Window 24.0 2 Vinyl Slider 0.370 206 OVERHANGS AND SIDE FINS _______________________ ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- SC SC Interior Conduct- Glass Int Shading/ Tlt ___ Only ____ Shade ____ Ascription 90 0.88 0.78 _______________ None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None OVERHANGS AND SIDE FINS _______________________ ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- THERMAL MASS Area Area Heat Conduct- Surface � Left Rght (in) _____ Cap _____ ivity R -value Location/Comments HOUSE Surface ___________ (sf) _____ Hght _____ Wdth _____ Dpth ____ Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1.0 24.0 0.67 R-0.0 ____ ____ ____ ____ ____ ____ ____ ____ ---- 1 Window 8.0 4.0 NO 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 8.0 4.0 2.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 9.0 3.0 3.0 2.0 1.0 n/a n/a n/a ^n/a n/a n/a n/a n/a 5 Window 5.0 5.0 1.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 5.0 5.0 1.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 12.0 6.0 2.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 32.0 4.0 8.0 5.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 12.0 6.0 2.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 24.0 4.0 6.0 11.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Door 40.0 6.67 6.0 11.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 32.0 8.0 4;0 3.0 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 32.0 8.0 4.0 3.0 3.5 n/a n/a n/a n/a n/a n/a n/a ri/a 19 Window 32.0 8.0 4.0 3.0 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 24.0 4.0 6.0 2.5 6.0 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface � Mass Type _______________ (sf) ______ (in) _____ Cap _____ ivity R -value Location/Comments HOUSE ________ ________ _______________________ 1 InteriorVert 92 1.0 24.0 0.67 R-0.0 BATHS/KITCHEN 2 InteriorHorz 174 1.0 24.0 0.67 R-0.0 BATHS/KITCHEN 3 InteriorVert 40 8.0 21.0 0.59 R-0.0 STOVE 4 InteriorHorz 13 8.0 21.0 0.59 R-0.0 STOVE 5 InteriorHorz 438 1.5 24.0 0.67 R-0.0 TILE FLOORS . .. . ^COMPUTER METHOD SUMMARY . ' Page 4 C -2R =============================================================================== ' Project Title.......... JEFFREY HORTON Date.,...... 05/19/94 =============================================================================== | MICROPAS4 v4.02 File72HORTON Wth-CTZ11S92 Program -FORM C -2R | � User#-MP1342 User -PARADISE MECHANICAL Run -2 HORTON ENHANCED CASE � _______________________________________________________________________________ HVAC SYSTEMS WATER HEATING SYSTEMS ---------------------- Number ____________________Number in Energy Tank Type Heater Type Distribution Type System Factor ____________ ___________ ___________________ ______ ________ 1 Storage Gas PipeInsulation 1 0.60 SPECIAL FEATURES/REMARKS WATER HEATER: FGR -50-224 OR EQUAL A/C: CARRIER 38BR006-3 COIL: CARRIER HA14460C210 WINDOWS: VIKING VINYL/ARGON/LOW E OR EQUAL u Tank External Size Insulation (qal) R -value 50 R-12 Minimum Duct Duct Duct System Type , Efficiency Location R -value Efficiency ________________ ____________ -------- _____ � _______ ____�_____ HOUSE Furnace \ 0.800 AFUE Crawlspace R-4.2 0.830 ACSplit 13.00 SEER Crawlspace R-4.2 0.860 WATER HEATING SYSTEMS ---------------------- Number ____________________Number in Energy Tank Type Heater Type Distribution Type System Factor ____________ ___________ ___________________ ______ ________ 1 Storage Gas PipeInsulation 1 0.60 SPECIAL FEATURES/REMARKS WATER HEATER: FGR -50-224 OR EQUAL A/C: CARRIER 38BR006-3 COIL: CARRIER HA14460C210 WINDOWS: VIKING VINYL/ARGON/LOW E OR EQUAL u Tank External Size Insulation (qal) R -value 50 R-12 �CONSTRUCTION ASSEMBLY _ . Page 1 =============================================================================== Project Title.......... JEFFREY HORTON Date ........ 05/19/94 � MICROPAS4 v4.02 File-2HORTON Wth-CTZ11S92 Program -FORM 3R i � User#-MP1342 User -PARADISE MECHANICAL Run -2 HORTON ENHANCED CASE � _______________________________________________________________________________ -------------- Sketch of Construction Assembly Reference Name . W.21.EQ3.A Description ..., WALL R-21 equival 16oc Type ........... Wall R -Value ........ 15 sf-F/Btuh Framing Material ..... Spacing ...... Fraction..... FIR. 2X4 16 inches on center 0.15 LIST OF CONSTRUCTION COMPONENTS Material . Cavity Frame Name Description R -Value _________ R -Value ----------- ________O. 0. _____________ FILM.EX ________________________________________ Exterior air film: winter value 0.17 0.17 1 . PLY. 0. 63 ' 0.625 in plywood 0 . 77 0. 77 ' 2. ISOCYAN.1.00_ _ �1.00in polyisocyanurpte insulation 7.20 7.20 3c. BATT.R15 5715 batt insul(cavity = 3.5 'n>-- 15.0O -- 3f. FIR.2X4 2 --in fir -framing -- 3.46 4. GYP.0.50 board 0.50 in gypsum or plaster oar 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 ____ 0.68 _________ Total Unadjusted R -Values - 24,27 12.73 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 24.27 x 0.85) + (1 / 12.73 x 0.15) = 0.047 Btuh/sf-F ===== Total R -Value: 1 / 0.047 = 21.37 sf-F/Btuh BUTTE COUNTY. SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School Distri Building Department No. A.P. Number �����' �� Jurisdiction 0 City County Property Owner Property Subdivison Residential Development z No. of Living MHI Units Commercial/Industrial 0 New Building Department Representative Lot No. 0 Sq. Footage e�� Addition (Group R) 0 Sq. Footage Addition (Floor Plans reviewed by School District Personnel) Date (Including Exterior Roofed Areas) a'dentitcation No. School District certifies that (Applicant) Address) hone Number) (State) (Zip Code) has complied with the requirements of Resolution No. representing _�d square feet. Representative Paid by Check Number Bank Number Paid by Cash Remarks: by payment of $ ! 4 Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Duality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkf (4/92) AA\ �Iikl� N �J return. to DPW- .�. . AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT t✓i ✓ ; fi ; 0 ,1 FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 0 The property described herein is adjacent vG �Gy� RIFT �y1a'PAREO WITH to land or included within an area zoned ` A ORIGINAL DOCUMENT for agricultural purposes, and residents `F, F� of this property may be subject to incon- veniences or discomfort arising from the � "" 2 1994 use of agricultural chemicals, including, JUN 3 but not limited to herbicides, pesticides, and fertilizers; and from the pursuit _ of agricultural operations including, 94-026587 but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real -.property- situate in .the County of Butte, State of California, described as follows: �o.C�e.t A as h��� n �n �,��- Cc r'-u-�a� z, � ma.p e;'� ;ed .oLiA.� 4 J rnf�5� c � Kil.J (f`co CL_Ad Ccl Ifcr, E n�11� L � 2�, T Z 3 N� �.�- t✓ I, � a � c4 � rc.�-� �� c� � �.:yx� s -�• ��� i n �!-he, �-�•;� :s�-- �=� -�-�� 'Re6o ccc--r Cit C'r -2�;; 1� l3c�c �- l l Z. o� M P\PSt 0J_ *7) Date: L;_� o j� y PROPERTY OWNERS: State of �rs-�/� ) On this the -.8 day of 19_1�,/, before me, the SS.undersigned Notary Public, rsonally appeared County of Personally known to me. 0 Proved to me on the basis of satisfactory evidence. aunumttnnaturunuucncturtun°01O01tOurt1O1tD1a- to be the person(s) whose name.(s) J OFFICIAL BEAL - , 990626 D subscribed to the within instrument and acknowledged that DONALD DRIVON Mexecuted the same for the purposes therein contained. IN WITNESS NOTARY PUBLIC - CALIFORNIA (A COUNTY OF BUTTE w WHEREOF, I hereunto set my hand and official seal. My Commission Expires Sept. 24, 1997 .unurnrmuttuuartnnnanunuunuuunumnunuw� Present A.P. No. �'�—�/ — 0::,) i - Notary Public r- r } STATE OF CALIFORNIA }ss. COUNTY OF } On 9y ,before me, personally appeared Q - , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their, authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature a,2_-�< 0 (This area for official notarial seal) OyCCdDODC ODDODDDIDdCC88dddOCdB8100dBIBBDCCEDODO E 00 DBDDEdCOdtID010D1181000� = OFFICIAL SMAL NOTARr PLIMLIC - CALIFORNIA � COUK'n OF IMUTTE MY COITI r C001osl M%Wme Sept. 26, 9097 t:rc; IOWCN10191CF!Id111CDtdIDCt2lsaDsaEDDEscDaDDDssesos.=es+�Errssaesero Title of Document �.c . Date of Document —s No. of Pages / Other signatures not acknowledged '-008 (1 94) (General) First American Tr,IE is _xan_e Company 4t 'A I SPEC_ vJ CAW C tf[C4(A h'(N-IN s PSG 6ry ''_ - - fl ""'BURLDING DEPARTMEW P F. - A P P R 0 V,EE 106 NO: HORTON PAGE NO: 1 OF 1 v N d cn Cc 722 TDP CHORD 2x4 FL 01 :T2 2x6 FLw#2; :T3 2x6 FL #1: BOT CHORD 2x4 FL #16Bet. WEBS 2x4 FL Standard 'W2 2x4 FL #i:• CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY_ CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS PROFESSIONALENGINEERER66ARDINGECONVENTIONALOFRAMING.A LOCAL NOTE: REACTIONS R 6 R3 ARE FOR #I CALIFORNIA HIP AND P3 CALIFORNIA HIP RESPECTIVELY. (W) TtoS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED TO WIND pRESSUF,g. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 MPH, EXPOSURE B. 0 TO 15' ABOVE GROUND HEIGHT. 3X4 (A Zw5 T2 THIS DWO. PREPARED FROM CDMPUTER INPUT p.OADS & DIMENSIONS) SUBNITTEO BY TRUSS MFR. IN n (A)BEXEQUALLYMSPACED. BETTER ATTACH WITH 12)SBdANAILS .TERAL BRBRACINGO `. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A 9 SUITABLE SUPPORT BY ERECTION CONTRACTOR. t, REOUIREMENTSAOF IMC.BB'BBE RESEARCH REPORTSTALLED IN CO2949. DANCE WITH THE 1V r-ekkik"21%rno as M 10 PSF BC LL CHECKED PER UBC CRITERIA. 01 HIP DESIGNED TO SUPPORT 06 -00 -DO JACKS WITH NO WEBS. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00"Oc. ATTACH WITH 2-l6d 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. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 FT. OC.. T3 5-10-15 0— —i 20-2-8 U—a=1 3 -2u -2u _1 R-3079f W=3"8 I. R3=2074# 0 0 o d 0 o I= 0 O C C= C r = 0 0 0 ALPINEo TRUSS t , 1= an O C'I C-1 f_7 32'2"8 OVER 2 SUPPORTS I R=3079,1` W=3"S R3=20748 �xIMPORTANT �I"LP21 EP6,�EIED P-DuoS 'go. Faq ANY WARN ING1°I'� MEIPITME p=TgEYMEHE rATIE [H IUUEuuC. FPfLTtI`N FDD 614U.L Aql 8E PESP,"W.E DEQIATLO! FF" DO DESM DR (NESE :PECIFITATIW9. 00 ANT BARcIMO. S[E HIS -91 BY TP[. SEE IDIS GES IS AILU09 TO OVILO THS FRSE 1N COMIOOLA"M SM OSTBB 8Y TPI. Ft FOA ACOITIONLL SPECIAL FERVA1.EHI DPALIVO ALPUIC COMIECIOM IPE MWE Cf PODA 04V- STEM NEETUq ASTM ODIPEPENTS. LMESS OTIONISE tMILAIED. ARAB 1� D EfCEPI AS t1DIEO. APPLY coIHECTOAS TO EAC" FACE OF CDOAD SHALL &E LAIEPALLV BOALiD MITN P TPl5S AID UOLMSS DTPtWl1BM LOCATED 01A TRIS CESIOIL POSt110N Lf ATIACKIT UILYN900 S fx.I1R OD110Y. Cp11ECTORS PER DWIN:F TDO. LSO C PSOA-i. CES15N S1AInW0S VITT MOPfALY ATTACIFO DIOIII CEIL 11 � -- E CCtlfOPN WAPFUCABLE PPDYISIOUS OF TATS C TPI. AN ENJINFSR'S AL Pit* TECIMCAL UPDATE IT/1/911 FOR $EAT CN THIS D MInS APPLIES TU WE fSlNl'01ma DEPICIED NFPE I)Faop L APPLtCATTOIt ILnn%j A EC01 Cf 1N I" amv. AAD SIMM. NOT BE PELICD LPTRI III ATII OfICR AKI. DESICM TD TIC iRBSS E[ECPIEIt 10/1111-CfOR. TZt— � E PA T'A cAUSR427 961 Br(nue;11 C ..ENIIIIG M1CI <.cl OUR.FAC. 1515 - - I;IIIlill�l to in a in w e NORTON) / T22C CANT HIP TOP CHORD 2x4 FL 0I&Bet. : T2. T3 2x6 FL #2: BOT CHORD 2x4 FL #I&Bet. WEBS 2x4 FL Standard : W?. 2x4 FL #I: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. #1 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. USE THIS DESIGN FDA COMMON HIP TRUSSES @ 24.V oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR 03 OR BETTER 0 24.00'0C. ATTACH WITH 2-16d NAILS G 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6).OA CA -HIPS DETAIL C0110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 FT. oc.. PLEASE SEE DRAWING 096143556-L FOR ADDITIONAL LOAD CASES NOT SHOWN PLATES ARE 1.5X4 EXCEPT AS NOTED. 3x4 (A1 =5 THIS DING. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONSI_ UM1 11t0 UY Enuaa F1rn. — n **MLOAOING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORNNN D (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A SUITABLE SUPPORT BY ERECTION CONTRACTOR. v CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REGUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. rn P. CONTRACTORS WARNING: 26 THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS EA► AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING to INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. rn CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. NOTE: REACTIONS R & R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24" O.C. IN ADDITION, A RIGID CEILING OR 2X4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6-0-0 6-0-0 8-2-8 _ 6-0-0 _-1-6-0-0 _I 32'2"B OVER 2 SUPPORTS R-3079# W-3"8 R3m2067$ R-30790 W=3"8 R3-2068# w i ZZc— BUTTE q` rP)lNr �����219-T-AA�e s�79 t� 0 0 0 0 0 Ki<IMPORTA�iT>E L°"E trnOTlaEnx p1l�u:rs n>c Te°OELr1, rCR co WARN INV "SEB smict-w ECTO:.¢ CAR1011 E � T!, L 0\\\ P F 4C �F F 7--� C=ARr Q OEVUTI011 F93H TME ICATMS. AM aPACLO. SEE WS-91BY1V1).• SCE'* 0S OESIGH �V��'`�� 'f' �. DP 0 TE DrJ� THIS OESIGH CR F94 /L9ITT COIWL ®EC14L cfiUMOVIT QaL•?lC nE G= rALLL73 TO 6JIL0 THE TRJiS til CCIi0W= Y1 IH OSTe! %I TPI. m IWrELI.'.m Tap = r � C DL 5.0 PSF ORW CAUSR427 t�o ALP:W CrAWNCTOUS APE ME ro 20CL 04LV STEEL MEMO LSr11 ootm4_Rrs. Ie4J:ss ahem S EaO Aur- CA 0 EY4py AS IDrLO. m4.v CoO,EOlCms TH EL_0 Fla fY CWPO SO4LL BE LATEPALLC BPACEO Hu4 MOO C LL (U) 0 .0 PSF CA -ENG MC cm� T"S ALO W -CSS 01PO /ISP. LLCANO O'1 TH75 DESIGN rOa1114+1 [WELT S PEO OCS1G4 Srocimm CT A.TI AL/EC PLTMOCO sw4lolr 801194 CMJio VfTH P30r6Pr,•Y A1-JF.lmo PICLD CElL 1NJ •- SSE tr 63007 T / 45.0 IEjjjj f O= OPNllt-S ON. 150 4 IBOA.-F. vt mrirCAL Ar 17'A LCCCY * TOT.LD . PSF f�= n ^{inC101,OdJ 175 CHAHfGC l S�0 [m]NOP7111 Ef ?rCtEa QFC iPll �lFE aCPMAtLT M C TION or fills C�V1L Q.�\�44 v,'{% D�.FA�. 1.15 1 c-rl C-3 o r_Y l-„ 1_71 [" ul_r. Ato saaLL Dur /F rtulu lsau In J.Hv ua¢fc nLr, ncs:Cu rO u¢ 1Lar,S Enulrrl cmufrtc/lm. SPACING SEE ABOVE .. IN - lalsS 41ASE uls:twu., ler. - nm Mlfrrlel r.Lzlcn -lrfarrcAnnH Ina e..n rrH;umulua D w m r) DD, IV , (Calif ♦i IOD) :OF 3.15) (SFc 24 OOJ IPl1es ll IFIRF-1 151 e W J V 194 3042 _20E,Am -� a n -r 4 5 AnSfs 4w[`01 D at 1 6 01 0'1n n2 nt i n 7 E110 n1 -nQ 10 n + ' n I rts l 7 e o e 2 n0 n n n 6 7 n0 4D n2 m0 n c 3 m 6 7 :9 AO AA a n B • n 01..— n 2—_ 4?i __924 n25.-..-- n�6 r n CS ` m'1$_AL`J 20 �..- ^?2_n2�, n21 025 oZ6 1 m R- eo5i R- 30790 R- 3079/ R- Eiol N-3.50' V-3.52' + N-3.50' Z 30 frl to 40 l9 13 3� - Z 1939 _ 0- 0-0 B -O -C 10-[D-0 22!2-0 26I 3212-8 0-10-0 32'2-e H Z (Sea Calif Hip] (OF f_:9](So: 24.0011111[3 MBF -t.001 (V411EY RIC;GE Llea 31(aBF-].001 D40110F 1.151ISPc 24.00)�S N Z Lo n m - n just; Pass 12t MF 1.151 ISPC 24 001 (I'lles 31IPBI:•I.151 )> in m A N V ID m Y-3.50' 11-3.50- 11-3.50' n-.— 1 0-0-U St -S -S � ( 1 6-0-0 10.0-0 14-0-0 tB•2-B I 22-2-8 10 I I 26-2-B 32 -d -B ( I 1 I I ( 0-0-0 6-0-D t0 -D-0 f4-0-0 1B -2-a 22-2-8 26-2-0 32-2-B s= 0 _ _i1VFEMPI 0 0 o As c� lie LUADS $I= Oft [Ins oMUG *mIMPOATANT10M REPRESEut 0011119JAt :o3D CASES To 1',s EMV4 q1 TTHAT 1pW OAN= jj CN Ai R,'LLLYi0) FOR E)Df LOAD SEPEBAIEtY SEE DP33111.'0 SLL69A27 961C3556 FBR 1:1Y.FER _RTES, YAIN1MC53 la OTFFR [IFOIII'AT1(11 SiGf SILY11 FEFE. EIG111EER'S SEAL ttl THIS CRSY[uS IIDIGArts Ct-Y TIUT THE P MY,' al CAtXM27 96115555 IUs Will I.ytlr7.F.9 FOR "¢ 1.4CBS'NOMII@[4. rtes mllrtr- FEFPFEE1n9 nc WARNING taros 1121L ID u'E MarswEjpptiEDl0 IMF AC1tlA[. ofwd1,l0A0s Ewi" [0 f1EGtECT1FLY/fCLL 7rM CODE REGUIFEHI4:4. !�S°Ct81fl[1.11Y FCR CR COSTU ASCE L[ES 1([iy It= RAILDISAi 1E51pE1 AIt9/Oa EIISUFEF CF aEC'C'cO '` � r (1� 6349SFoC==1 DESIGN CRIT: OL ^ 4+. LLBU E WW PSF PSFp'45E REF R427--43071 , E.•i OATS 05/2219& G- ME GRA•411G Ch;ISR41 gS14Il.5EL-F¢iJ lSil I'. A E" Ailll 011l -- - •" ?x iNhC7 U ' i Y S! If TL CANT COMN TOP CHORD 2x4 FL #11 BOT CHORD 2x4 FL #I WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. (W) THIS PORTION OF THE BOTTOM CHORD 14AY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 MPH, EXPOSURE B. 0 TO 151 ABOVE GROUND HEIGHT. 3X4 r r THIS DLIG. PREPARED FROM COMPUTER rum (LOADS 6 BY TRUSS NFR. (017,1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TOCIS BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING c MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A a► SUITABLE SUPPORT BY ERECTION CONTRACTOR. A CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE u REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. r A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. d MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U) En IN LIEU OF RIGID SHEATHING: C TOP CHORD TO BE BRACED BY PROPERLY ATTACHED QUURLINS SPACED CD @ 24.00" D.C. IN ADDITION. A RIGID CEILING OR 2x4 13 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" o.c. MUST BE. PROPERLY ATTACHED TO THE BOTTOM CHORD. I_ 16-1-4 16-1-4 _� 32' 2"8 ---- OVER 2 SUPPORTS R-1449# W=3'8 - ALPINE DESIGN CRT UBC Rl N t=3 I= cm o 0 0 **IMPORTANT**°DOE EItsLIEv" txlw&c'sL s►C } 6 O G L� SMALL IOT EE fESPEfK7BLE EOR AW O IIRYIAi111Y fM4 IVIS CESISU OR RfSE SPECIFICATIC!IS. DA IRs C7 O C7r SAIWMi 10 BUILD 111E AMISS IN 4 NUFO24AIAX MITA 05180 RA TPI. W IM CGI&*CTCM WE MADE OF 299A GALV. STEEL X].111101 ASTM C� cm E:m E= AIeG PO 4 ErCEPI AS Norm. ARMY WItEciMS f0 EALO ruc 0r C=3 ALPIN -C�I 1RI.SS AIM W -ESS 071TRWISE LOUTED 01 TRIS 91ESIGFL POSE11111) Q C=3AP CGI: rJ TRUSS ONM II/APPLICABLE PFIVISICAASIOF IOSAEf TPJ. ANI E110VEE* S SEAL tlI IDIS DOANIN3 APPLIES ID TIE CXVMADIT CEP]C7E0 K.R[ 7� = = s III hILY. AIAD SHALL Rill BE PELIEO IREfI 111 ANY UIIER MAY. ••.TVI Twl:e wur ... e —nor me . .e....1....... ..- 8=1449# W=3'8 WARNINGIRDssn "Ea"" EITIENE CAPE IN HkgXM ETECTICN AW DRACINI. SiE MIB -9I DY TPt. SEE 11119 COIGN rGR A01310III SPECIAL PUMA•KI[I 9TICIM NE all[WIFIITS. VALESS OTIEEINI[SE 111=47R k TOF CACAO SHALL Ar LAI IWAY EPACE11 NIIII VA -1 LT AFTACMD sl1B000 SMILTNOG. 00119.. Q., NiTH. DvEfLY ATIAVED RIGID!F.ILSRS .. SE AIPOt TECIII]CAL tl'PA(E V/1/ill fail FPtVY 011OULL APFI.ICATrON. PLVr1ISII A COPf Or IIIIS aCstum vi IIE ~IS Cr*cllUfl Otf11PAc ILVt U 0,13845 EIS. 63"1 4 (Al) _418' t7t��`BLrTTE Got'� T p DINGI EPA -ru TC LL TC OL BC OL BC LL (U) TOT.LD. 30.0 10.0 5.0 0.0 45.0 PSF PSF PSF PSF PSF RE"427V-42$ DATE D5/221 ORW CAUM421 961 CA -ENG MCr(, jj�JQJJ�11111111111111� DUR.FAC. 1.15 SPACING 24.0I1 I m c m a Job: (HORTOW-JEFF NORTON) I T2 TOP CHORD 2x4 FL 01 BOT CHORD 2x4 FL !1 WE8S 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREET! LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. (W) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 RM, EXPOSURE 8, 0 TD 151 ABOVE GROUND HEIGHT. 3X4 (A 1 :3rs IHLS VW0. PHEPAHCU THUM UUMMICPC imvl LL.VAVO a uAPl MIAUNW .1L1W1Af7t:u Di rnuaa r4r n. A)BEXEQUALLYMSPACED. BETTER WITH (2)SBdATERAL NAILS.BRBRACINGO c MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. a CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE u REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. a MUST BE PROPERLY ATTACHED TD THE BOTTOM CHORD. N IN LIEU OF RIGID SHEATHING: G TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 10 @ 24.00" o.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD'. (Al) -0 1 16-1-4 _.. 16.1-4 ._..__ yw �L NG � _ o 2 SUPPORTS c�.."�! R -l273# W 3 8 OVER 2q=1b26� W=3"8 P ^ [►Epp , - ALPTNF nFST1;N CRIT uRC PA/n/4/n/-/_/F Rov 17_Suf, In. F, o T= o 0 0 0 1H1tIMP0ATANT)f)F1L°"m EVSLL:-E9ED rYF1OrIs. '°c slue M01 BE KSOMASM1 FOR ANY i+)ARNING"i°SSSS qmt EAIAEHE OArrc IH PJAnUR4 [OECTtat, AM Q OF TC LL 30.0 PSF REF 8427'"42833 DATE 05/22/96 0 ' C� 0 o O Ea UEYIAIIaH MW THIS OESIGD CR 1vESe SPECTI ICATCCNI OR AIT DRACIIIS. SEE HtB-St Of lPr. SEX Itis CestGH �4� t4fy TC DL 10.0 PSF O O C= G FAULAE T° RUILO 1K MSS PI =9F(-maSCE 10TH CM8 BY TIT. Fall ADDITIOIIAt S°TCIAL 1FPPAFEnf PP4CRIC FE �� 'gyp Y'/ 'yN � � l7 Cm ALPIHI 02WCIWM ASO: NFL! CF 2DaA GAtY. STM WEITM A51[ OIf[PENEols. rArs5 Ci1FPAlSE 1rtnICl1EQ i Fr•1 BC DL . PSF DRhI CAIF..g427 96143509 C= f� c1 L_l A44a GR R [KEPT AS IDFED. APPLY CGIIECTCPS TO EK4 FACE IF ClcM SHALL DF LAIEPAILY RPWO P11a Porw� x { O ' CA -ENG MC (t- Q ALPINE — BIOSS AID RULES! OIHEPTITSE LOCULD E« IRIS OISIGI4 POSI119H LY AIIADSO PLINWO SIEAIIIOIG D6119H C11Gr C4 5 r BC LL (U) . PSF p O C0,11.ECIOnS PEA OOAICTICS 130. 110 t WA -F OFSICII SIAWPOS WAPPLICASLE PfIWISICY6 MRM VADPEPLY 4114CI(O AIGfC CfMrr. -• SE * TOT.LO. L0. QJ . Q PSF �r •USS CO•Ifur. ar AOS C lPl. All E"311EER'S ALME I CMICAL 1P'CAFE IrW911 FOP Pr.�:E * �+N lillipillijillpol Y41 C l UIrS O""IM APPLIES 10 111E UPU'Ot411F ULr7CTED IEP[ DI OrAY. AW 511ALt INT BE PELIEU %TUU IH AHr Ofltn 11AY. CIBTIWL APM 1CAf109, rL(Fgoll A CCt't Uf wisDUR.FAC, OESIW i0 :IE r!!m mELTw LvrIrnCI U7 4r crit 1 �� n L7 O C.) l� (: 1 sivorimsiair rot AEaU ciwnicur.Ml e��� 1At•wt 1t�D .- -IPI • rRM RAI[ SIMFIIUIE. 1D5 - 1:w1 14441611AL DISTG7 SperTNr. em .�" TOP CHORD 2x4 FL #I :T4. T7 2x4 FL I198et.: T5, T6 2x5 FL 342: BOT CHORD 2x4 FL #1 :83 2x4 FL #168et.: WEBS 2x4 FL Standard : WiO, W12 2x4 FL 141: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. Xa*LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORX** n (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. s c CONTRACTORS WARNING: N THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE IA) IX4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO w REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. BE EQUALLY SPACED. ATTACH KITH (2) Bd NAILS. BRACING ali MATERIAL TO'BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ALL PLATES ARE 1.5X4 EXCEPT AS NOTED. SUITABLE SUPPORT 8Y ERECTION CONTRACTOR. s (0) THIS AREA OF TRUSS DESIGNED TO SUPPORT 24" TOP CHORD 0 OUTLOOKERS. GABLE AREA TO SUPPORT LOAD NOT TO EXCEED 10 PSF. Ip 20'9'15 ---� 16'1"4 - -�- 4' 11 13 -+4--{-►— - 18'1007 — (K)2X4 TOP CHORD FILLER BLOCK. ATTACH TO TRUSS WITH HEEL PLATES SHOWN PLUS 2X4 PLATES AT 24`1 O.C. 5X4 5X14 T4 !2 (R) 2X4 FIR -LARCH STANOARO LET—IN VERTICALS 12 3X6 2X4 T5 Q 4 (TYP) @16" O.C. WITH 1.5X3 PLATES (TYP). 7.6 3X8 5X6 2X4 7X6 (K) - T6 5X6 3X4 1T7 3X6 (B1) iV ul III I X6 2.5X4 4X6___3X6 3X8 4X4 676 3X6 —5'5"4 - — .343.4 6X6---�--O B3 � 42'2'8 C= D O t=3 O O C= D C= t= C I 0 Q O I 0 0 0 I Q O O I ALPIN o a TRUSS �, o R-1676# W -3"B FF HORTON)G4 (SGcArf)UBT3 SPEC DEP DES *)(IMPORTANT** i Ho I aEsoollslaiE oca A"W" 1X IAT10H Fwo tNCS OE!94H M 1HESE SPECIF3CA11011S. C4 ANY FAILURE TO WILD THE TPUSS IF COWORN1NCE KITH TP[. AIPITX C014ECTORS AM YEEE OF MA DALY STCEL BECTDG ASTR LOST ER37 EA:1DT AS IIOfED. IW<Y CORECIO93 TO EAC11 FACE Of MJli ALO U'L[SS OfIlEANCSE LOCA1111 Oil 1935 DESIm P061113011 CCF8IECICIIS P-11 PRANIOGS 190. M C 1LOA-f CESfCII OINOLFOS ORWOPN 11/AOaL3 CAOLC P'FQ0S1OX OF IS" C 1►1. AN CI6DEN7'S SIAL 014 Ous mANT1A AFS m f0 11R OMPOR18t MPICICD H (Ac IN OILY. /JCI 6411.1.1 I.OT BE )1CLCCu tMAIll IN 1.18 0111CR NAY. OVER 2 SUPPORTS Ef � l ll 9-1y iDU65E4 REOUTIB EXTPEIOE CASE +TARNING E8 11LkCL1N6. VC0104 ECD 9RACEK.. SEE 811-91 Of f% SEE TIIIS DESKS FOR AADITIMI. SPECILL PENWENI DPACING CE ODIPENEDTS- UNLESS OUEN✓ISE EN31CAIECL TOP CHOW SHALL EE L4kTERg1Y BRACED 111111 F" WER LV AllAC1ED PLTNGM 214X1911.4 113111011 CNOPO WIN FFIOPER f AffA01111 PIOID CEIL116 •- SEE ALPINE TEC1491CAL tFnA19 a/L/3II rt;P nnpEl 80TNAAL APPLICATECH. F1,011511 A C111'1 IY lots uis;wI UO tits, TPu65 (mcl ION Q3OtPALwo. R=414p�W8ej". *-t - Q"A F REV. 17. vI 7 C LL 30.0 PS RE - FC43845 OL 1O. 0 PSF DATE OL 5.0 PSF ORWG CAIISA4: LL (U) 0 .0 PSF CA -ENG JD Im 6MI . LD. 45.0 PSF ACING � j m kD m Job: (HORTON--JEFF NORTON) / T4 CANT COMN TOP CHORD 2x4 FL 01 BOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED CURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. THIS OW13. PREPARED FROM CUMPUIEH INPUI (LUAUS 6 UIMt N9A11tt51 UtN1NIEICU 01 ,nRfaa —n /(A) IX4 03 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO n BE EDUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING c MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A to SUITABLE SUPPORT BY ERECTION CONTRACTOR. m s CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #x949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: SHIM ALL SUPPORTS SOLID TO BEARING. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. OR SETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (W) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED 11D WIND PRESSURE. TRUSS OESIGNEO IN ACCORDANCE WITH UBC-91ed. FOR 75 14PH, EXPOSURE B• 0 TO IMI AOrn(C r_auIRI% L=Tr_JT 3X6 (B —w5 —k 1 16-1-4 �__ ___ _1_ 4-11-13 _,_ _ 21-1-7 _� --- 42'2'8 R=157011 W-3°8 OVER 3 SUPPORTS R=16�� RR�=W�.el^ — ALPINE DESIGN CRIT UBC CA/0/1/0/—%—/FP Qfaem-Ni7.3u6LSI 81 W m rn IA to 0 1.. Z r w 0) n o �[#IMPOI�TANT*1Nt1�1fE E'r.IRtEP<o 'Irox"s. I�r WARNING.AMES IEOUIM WRCPE CAM ��Il TC Ll: �0 . qy P5 EF 427--48248 O O � � SIILU. IOl BE IIESPOLUEL1 FCQ A•IT BEVIA1I0=tfPd 1NIS OESION CA 1FESE SPECIF1CAfI0NS, CR AHI( It, P2rn1Q% EREC:1 EOb A40 QQRCpIG. SSE HiB-91 BY IPI. SSE -.H15 CF31CH t`QQ ��, T C DL 1 p . p P - 0 06/13/96 t= O [= C7 [� Q O C-7 EAIWOE 10 Eu. -to rat rmns tH CUMAXAMA 111TH OSTBB W TPt- ALPINE CCNIECM1S RPC RADE Of QCOA CAM STEEL Nffft1AI &SIN EOR AODtnolat. SPECut. otPNA`F_I:t QOACINO PE?.0 OUtteMIJ1S. UA.ESS OIIEQATSE 11.01CMIX IOF BC OL 5.0 PSF ORW CAUSR427 9616B9O1 I G O O AAl6 CO Q EYCEPT AS IRTEO APPLY CaUECIN3 EO EACH f4E OF POSITION CHOnO SCALL BE LAff"LT L" 1. ACEC METH PROVE ROfIOH CN �cj r r�.� t 8�.• LL �V7 0-0 PSF CA -ENG MC o LPIN O NIRS Aw IRI e" OrleNtSE I.CCAIto got [IIS C01611, LY ATTA0NE0 FLTAOOO SIEATHPIa, C4T8;5 r Q c= 1», 313 E s COI101144 K Pa CABLE rs1N PRIFONE ATTWO OW -- Bt TOT. L0. 45.0 PSF TRUSS C1covDtal S t j tol 163SIESIXIMu S H/l"RtGB.E fPVASfdq Or IDS C fP{ RU EtY311EER'3 ft 124 1113 CP1N1"G PRIES to 110 CaYPCI.fNI VO (ERI .0C93FOR. AAPIAF tEONiCRi LFOATf B/1/41) EOR AROPE ORYIIALL MIXICA110" 11.RIISN A 1107 Of INIS lmlpljmj�llllljlllQ�+�+ 1.15 (-- SFA( 1UP". DUR . FAC . '-1 At Ut.Y• 60 SI0311Wf BC M-LltU ~ IP All( Orllfl NAY [ESIQN TO VE Irv% t0EC17'.IN c3wl ;1G1UR. C7 "-101 . fn"aw— 1-1.Dur — . mural cccnrn•u,m1— 9— rmumiclto-1 _ sPArfwr 24.0* Z r w 0) Job: (MORTON --JEFF HORTONI / TB CANT/STUB SPEC THIS DWG. PREPARED FROM COMPUTER INPUT (LUAUS & ULMENSIGNS) 5UdMIIItu nT InuSz- mrn. TOP CHORD 2x4 FL *1 .74 2x4 FL Iii&Bet .: BOT CHORD 2x4 FL #I WEBS 2x4 FL Standard : W! 2x6 FL f2: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS 15 DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" D.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (W) THIS PORTION OF THE BOTTOM CHORD 14AY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCOR)ANCE WC UBC-91ed. FOR 75 NPH, EXPOSURE B, 0 TO 13' ABOVE GROUND HEIG 2.5X4 3X6 7.6(7 -r- 4Xb (A) I 9'I i 2L4 A (A)BEXEDUALLYHEM-FIR SPACED. BETTER ATTACHCWITHM(2) 8dOUS LATERAL NAILS.BRACING O BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A N SUITABLE SUPPORT BY ERECTION CONTRACTOR. 7D A CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE ru REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. io (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. rn A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. cn SHIM ALL SUPPORTS SOLID TO BEARING. A T4 .5X4 24'3"3 !_ - ele 10'0'i ICK). 2.5 4 ;�w), 1 N (A 1) 71rw' 10-8-0 4-11-13 _- 21-1=7 _r_�_•_„� 36'9'4 — R=10170 W-3"8 OVER 3 SUPPORTS Ro i 729 # W-3'8 R=583l�C11 L: 41 �//'w.'y�VG a� �' I — Al olimp necrr_nl rail 1111r rAini4/n/_/_/Y P f�f.-.4d.7_-k i•. u XKIMPORTANT* AL°u1E `°SIIEEAEDm1mrs, IPC. SHALL NO) BE flF9OHSI8LE FOA ARY WARTVINV RU55Es OEUW%ic EYI4EIE GaE 7N YJ101.11R ERECTION Aho pQF Q4 TC LL " 3U . PSF RtF iI427' d 838 O a DEVIATION FAM IN) S 0[S[GV OR DIESE 4PECIFICATIO/IS. OR ABY BPACCNG. SEE TIIO Ol DF TPI. WE ld)S DESIGN lfy TC DL 10 . O PS� �f f� DAT 0 22/96 L Q O C [= FA w -s 10 811LD IN[ TRUSS IN 0OW04UME 111111 OSTOO 8f TPC. FGR ALDITt1HAL Smut PCON91EIn $OACIIm FE C7 O p CM ALPV4! L*W_C1CfK APE NUDE OF 200A G&W. STEEL NgTINO ASTN OlNFEI�IITS. V`ILESS OTHEMA Z IISIME0. TO h �, BC DL 5,0 PSF ORW CAUS 4z ' ea)43Sf4 CA -ENG MC «'% t= CIO 8 EXCEPT AS N91E0. APPLY CMUTCAS IO FUN FAC( OF C14PO SHALL AE LATFPALLf EPR^.ED 10111 MOLE am f fit BC LL (Ui 0.0 PSF ALPIN TKFA 410 LPILESS OUIEPFISE LOCATED ON T°IS OESICH IaSITIDN LT ATTArj" TLYNOOO SMA1NNG. BO11CM CP09 043645 C= d TRUSS r: -.l R cOtZUE WAR4 R5 PER ePA1X FR A9. 190 F IDSA -F. 1. ANN IDENEWS e9rIf.RV N/AYFLIGBE PPCN747tl19 OF tEK i IP). AN EIO7CNE2A'S 1141$ OmIlis APPLIES CO TIE C°t9dlplC HER oTGID17/l Elam. -- r -E 1nN E IEWJT AL WOW ALPINE 1EurucAl u netE 17/1/914 FOR PPSG'E A THIS e.. 6�I �. .�' moi+ TOT. LD. 45.0 PSF 2.15 C� — �] '' SEAL aI CEPICFED LI ULT, 00 SN9LL MOT 9E nEL IEA 1.m 114 Au OREN NAY- OF111M.t. "FLICN101. FIFT11511 EW* OF OIStDN TO NK 1140155 EIYCITCtI CgAaLCHt1. / OUR. FAC. SPACING 24.0' C=3 C7 n t1 ��C /It Ail1i V� — _ •Wt - I07G5 RETE IIISTlr011C. PITS . 1992 ILAIICIPIL OESIGO GP[CIFICACIOII FOO NOM COMAOUCIMI i TBA CARRIER TOP CHORD 2x4 FL #1 :T4 2x6 FL I#2: BOT CHORD 2x4 FL #1 :B2 2x8 FL ft WEBS 2x4 FL Standard : Wi 2x6 FL 02: : 118 2x4 FL #1: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7,3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. MUSTGBE PROPERLYID CEILING OATTACONTINCHEDUTOSTHE TBOTTOMRCHORD ACING AT 72.00' O.C. (C) PROVIDE SPECIAL HANGER OR CONNECTION FOR 3266.00#, IN LIEU OF RIGID SHEATHING TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00° D.C. IN ADDITION. A RIGID CEILING OR 2x4 1#3 H.F. OR 14USTT BE PROPERLY CONTINUOUS PROPERLYATTACHED TO TTHE BOTTOM PA72•00° O.C. CHORD. /, \ • 5X6(R) THIS DWS. PREPARED FROM COMPUTER INPUT {LOADS 6 DIHENSION5J SUB141I7Eu tlT Irtuaa nrn. c7 D c BEARING BLOCKS: NAIL TYPE: 10d ox_pBiis En BRG X -LOC #BLOCKS LENGTH/SLK #NAILS/BLK a& 1 29.412' 1 13' i0 a NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139. BEARING BLOCK TO BE SAME SPECIES. SIZE 6 GRADE AS CHORD. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO aci BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING .+ MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A � SUITABLE SUPPORT BY ERECTION CONTRACTOR. ca CONTRACTORS WARNING ~ THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOAOSIO AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. SHIM ALL SUPPORTS SOLID TO BEARING. (H) RECOMMENDED CONNECTION FOR 9-4-7 GIRDER : SIMPSON HUS28-2: SEE CATALOG C -95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LL14BER SPECIES AND HINIML94 HEEL HEIGHT OF SUPPORTING TRUSSES.) S (W) THIS PORTION OF THE BDTT014 CHORD MAY BE EXPOSED TO WIND 3X8 XB(R) PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 MPH. o A EXPOSURE B. 0 TO 15' ABOVE GROUND HEIGHT. 3X6 T4 7.6 V A) 10X10 6X6 4X6 A) A) (A) .5X4 3�s•lo W1 1.5x4 3X4 {A 0 4 4 X B2�— - X __ — (W) 2 �A 10 0"1 -24'3'3 - 10 1O ns 10-8-0 4-11-13. 21-1-7 32669 _ OVER 3 SUPPORTS R-2055# W-3`8 R-42540 W-3"8 R-336�1Q - � C A P Q f T379046 187 V I.A�C " . PLT. P.- ALPI e� N CRIT lIE EFO[W.LOIO PA.ISOCES. 1110. **IMPORTANT* W'"SMALL WSSES I -WM EAT4u6 CAGE WARNIN911 9Ara.= ErecT[D9 ALD ��� TC LI, ` 0 F it 2843 �. /96 0 OA 0 o a e NOT eE REslaat9Le FOR ANI MIAT[ON FFON INK DESIGN 02 TIES! StELIFKA-30114, OR AZT 8PACEN3. SEE 3896.93 D'/ 1P1. SEE IBIS OE SIW 001SW Era SUCI C 1{r� ��p y y TC DL 1 � . O SF TE 0 riuLwe 10 Eulao THE 1wS4 lv colsaPwwx At L4 9sTea Ol/ 1s[. NSrIr10 ASIA nM AWITICIRL SMLAL WIIPeIFATS. 911[55 WrM MLSE JUDICATM I ,� f� 5.0 PSF DRW 6143bs9 BC DL O A RINE 0041*CTOM APE IMaE Or TOGA GAL#. STEEL 4448 ER a tletvl AS NDIW. APPLY COMACT0P4 10 EACH ME OF Cie" SMALL DE LATEPALLI P AMO PITH DAO BC LL (U) O • O PSF CA -ENG y 7l p o SAM Ara IAa=SD OTWIMISE LOCATED tM 1918 MIGIt OJSI13ON PFA DnA+crts Sao tS0 t IPPA -r. OE536N sta/a3Res LY A/ILPiD PLrir7JO SHE"ll"10. B711CM CI��}*--�—�orn03Ecrws WITH AnOPE[LI AIILrJ'tg WIG1D CE3.I. — I7�L TOT.LD. 45.O PSF 11INIIIIIIIIIIIIIIIJ ll CO WOMM/LfKfCAaEFAOt/[sIW6OFASrPE.AM ENDII&EA•s WAL tri lltis OIUMIIIG Ar rl JES 10 01E OMPOKN1 DEPICIED IFPS ArN MAY. ALP[ric TErHItcAL wrAIE rr11/011 rOR PI1 MIMIL APfS I[AlI01I r91+nyI A COPT Of TINS DESIGN rW urE u+uss LNEc3[cEr cmI"=Iwt. f� C)vi ���� Of CAt1(ro C(IaI1I�I'Id'o DUR .FAC . • �"/ ° IN aar, ea sl•JUL IaI WE MLAED SIMS nr anEA I. S CI G 24 .0 c=3 = C' 4 0 17 c� <-To3 rAuss 0.AtE 1NS111D1E 3q5. 1991 IUTIWIAL cESIGH sPEc1rlCAl Igrt rc4 r00D CO�ISIALIC7104 HORTONI / T5 STUB SPEC cd TOP CHORD 2x4 FL 01 :T2 2x4 FL ii&Bet.: BOT CHORD 2x4 FL 01 ti WEBS 2x4 FL Standard m CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00. O.C. Mi(c BE PJBOFEBLY ATTACHED TO THE BOTTOM CHORD. PROVIDE HANGER AT LEFT HEEL FOR 580.93/ REACTION LIEU OF RI61D SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 K.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" c.c. MUST BE PROPERLY ATTAC14ED TO THE BOTTOM CHORD. on 0 X4 zo Q 1_48 . 4-11-1 7-11-13 2. X4 2.5 4 �--- 12' 10"15 ------ A=5BI# Wmi'B R=5810 11=3"B TRIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTEO BY TRUSS MFR. _ 0 (A)XYMBETTER CTBRACING ' BEEOUALLSPACED. ATTACHWIH (2)BdNAILS.BANGc MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A Fn SUITABLE SUPPORT BY ERECTION CONTRACTOR. 7D a LEFT ENO VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. luj CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE to REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. m CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO HEAR AND/OR SUPPORT ADDITIONAL LOADS w AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING w INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. LEFT END VERTICAL MAY NOT BE EXPOSED TO HORI2. WIND PRESSURE. T� m Seq: 79023 PLT. TYP.- ALPINE DESIGN CRIT UBC 0 - - ev 3 SCALE a 0 1875 0 0 o c o o WWIMPORTANTa�t"LPIIF. EFXIKFEGED P1 'LC 3. Irk- WARNINGr1�ssCs 1Ew1NE Et1AEPF c4NE QF PD LL 30� .4e--42841 } [� p p 5491.1. NOT !E NE5PCn47DLE w AAfr IN W-CLIM FPECI9011 AND OQa gA' LE'fINTIGN FAUN THIS DESIGN OR IWSE SFECIFICAMM CA AKr OALCIIIG. SEE 111°-!1 BY TPI. SEE THIS CESISH �4t. el LL+ 0 S /22 95 Q C= c= G` p FAhVNE ID BUILD THE muss, IB CI}FOUWNS_ Nf1H 71STD0 01 TPI. TCN AUD113011AL SPECIIA wEnwarl mail1+ AE I�14 •,� BC DL G p C C3 ALPY7 CUNPWGl6 lPE NAGE OT 90" 591.11. STEEL NEUI ND 45114 UID41'NENAS. NLESS OTIEOX9SE IlllliC-lEq TO y P F CAU �7 i4351� C= G C1 p A446 C4 6 EXCEPT AS WTO. APMV C0111d0ONS 10 E401 rM OF CKAD 5rJU BE IATEPALIY BMXb 111111 CPOPE r r c ALPINE O TWSS 41m I/ILESS OTHEANICG LOCATED of FNIS MIDI. POSITION tY 4TTAC1E0 PLYNODD EIEAfNIrm OCIlep C11O9 C 3845 Y B(,+ LL (U) 0.O PSF A-E Mpp$C t 1FF1��1 p p Cal"TU4S PEA CPAN114S 130. 150 C 15OA•P. UCSIG/N STI)OPUS NITH PPCPfPLY AITACIED 4IGID CErI IN; SE `,., 6301 * TOT . LD. 45.0 PSF Illllll �I'I, ILIA I� II II� I CFAF41-0 WAPLICABtF PROV(SIDUS HF UOS L TPI. AI EIISDEEA'6 ALPINE (EM11CAL OPDAIE IL7/ONI r04 FFY.$* * V II1aa''' 111 1 114!111' o TRUSS r L'J1 SEAL ov DAs DNANINO APPLIES TO NIE CCVrUQ1flF OEf•)CTE'D FEFF MYNAu PInILIu11D0 F'PCIISH A 411•/ Of 11111 OUR. FAC. • 15 t= f='l r.--'1 1' 1 r7 r7 IN <JL.1. AW SUALL 1101 01 FELT C° 1[�D'T rN AIIN DIIEfI NAY_ br-41C4 to ism 11YJ55 EI•FCIIGN un1ffY1.110 ' ��� —Ull - FUU54 PLAFE IirlTlellE. un - INH runmAL Union 5r;c1rim ion run NCGD erAinomiCrro'1 _ _ _ �'(�'b£ 11 �0� _ SPACING 24.0" NORTON) / 76A TOP CHORD 2x4 FL 411 80T CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' D.0 .� MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (W) THIS PORTION OF THE BOTT014 CHORD 14AY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 MPH. EXPOSURE B. 0 TO 15' ABOVE GROUND HEIGHT. 2x4 (AI 4.5 THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUOMITTE0 eY TRUSS NFA. n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. U) (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. m A CONTRACTORS WARNING: t3 THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING Ip INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED w '@ 24.00' a.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" ul.c. ^A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -' TJ cl O C= =3 [_ EC� C=3 [= C v C=3 0 0 o �ALPINEC= o 11 TRUSS o t_1 C-_'1 1-711 E7 11-7 4-7 -OYER '2' SUPPORTS R-646# W=3"8- A=6570 W=3"8 lf*IMPORTANTIE*ILP]IIS ERSIIEEBED 9PUD1/C-IS. IM.. WILL NOT BE AESPONSIDLE FOM kill CfYlATION FAOK IN)$ DESIGN OR 11iSE SPECIFECLTTOHS. OA ANT FAItIwE TO BUILD IME fMn9 IN COJIFOA1GIKE ■I1H OSIea BY TPI. ALPIM WMECTOM 4PE MWE Or 2OOA GALV. SIM 11EETINS ASIA 4416 Olk B fACIPI AS 1101CO. APPLI COMEGTOOS 10 CAC" FACE IV FrAM AM VILES6 OTNEANISE LOCUED Olt THIS DES[ONI POSITIC31 CCIFJFCTM PER DRUMS 130, 150 G IDOA•F. DESIGN S1A11011OS COIU"UUN WAaRIrABLE " WE"0919 OF AIDS C TPI. AN ENWIIEEWS SEA% ON 4115 OW.1100 APPLIES 90 ME CO"rDOFNI OCI•IC1FO Will IN O•LY. AND SHAtt IAII OFi FEt IED LMIJ IN AW ONt:R NLI. WARNINGrn� s" DENIDE Et "" ""sTO K4,001.1110. EFECTIPI ALO SALCII9. SEF MIB -91 9T TPI. SEC WIS OESISN FOA 400111014%1. SPEC141 FEAyANCOI ODACIM PE CANDEPEIITS. UP ESS OTUMISC FIVICATEOLq5wE C113DO Still BE LAIED47lYaA DCID vi III CP If ATIAOF.D Pt MUCO SliSAINIDO. 03TICH C 1710 SIMPEPLY ATTAC�O PIS30 CE IL OlO --ALPILE OE130JICAL UMTE (T/1/0111 FOR nA DA(NAtl GII't 1CATirAl Ittil151t A tort W tills DISTCO 110 tilt TAOSS MC11a1 CM1I11.CIOD. LSA �fy TG h0.0 PSF „ BC DL 5. �S CS3845 SC LL (U) 0.0 PSF CAST. 63491 * TOT.LD. 45.0 PSF A. f_ OUR. FAC. 1.15 O n WLw SPEC TOP CHORD 2x4 FL #1 :T2 2x4 FL @168at.: BOT CHORD 2x4 FL fl WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUSTS PROPERLY ATTer•uGn Tr Telr or1TTnIA CHORD. PROVIDE HANGER AT LEFT HEEL FOR 520.2611 REACTION. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" O.C. IN ADDITION, A RIGID CEILING DR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 14 T v N �1 THIS UM6. PREPAFOED PHUM CUMPUTER INPUT {LUAUS 6 IJINTJTSI[1NW bUMU[Itu 13T IMUbS MS.N. n (A), 1X4 YMDBATTCNSAABCO BEEQUALLSPACE. ACHWITH12)BdNILS.BRACING )o_ MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A rn SUITABLE SUPPORT BY ERECTION CONTRACTOR. M /1. LEFT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. � CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE w REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. in P. - CONTRACTORS WARNING: s THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS w AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING w INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. o LEFT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. 7-7 4 -ii_ -1I_ 6-7-i0 r � 2. X,� a 2.5 4 i�-- i V5 6 " 12 --- R-520# W-1"6 R=520# W -3"B of TYP_- ALPINE O O O O O O [�dU1ELTp"S ARUSS L-7 C> rn O C] C� __ S GN T UBC IMPORTANT �cA=°'"� a"�"E�'tD t T6 (w S"RLL 1107 Er WSPO SIDLE 1109 A1Tr DEVIATION FNON UIl6 DESIGN 06 THESE SPEC7FI EAT ICN -s, 09 AN't TO BUILD TIE INUSS IN 17]FOR-WZ9 t1TN OSTOO 1X TPI. AI VDI! CMECTEAS APC NICE N 2WA SAM STEL NISI 1/40 LPN L449 Gq 0 VUPT AS NOTIO. APPLY CDIPJEC104S TO EACII r= Or IAUSS 410 IJUsS, OI Ell"lS6 LOCATED ON TW9 OICIGA POSITION PI1 [A7.(tltrd L10, f50 C 1601•F. O[S[ON STA7404a0i D011rOAt111/APxteam PBDVI6tCvIJ W MS t IPI. AN EDDUEEA'S CH THIS OPAIt1/10 APPLIES ID NE CONPUSINT OMCIED HERE IN D11V. AHD SMALL OUT W. ACL IED IY(ii III Alit OMEN "Ai• CA/0/1/0/-/-/F WARNINGTuss"s DE UM E(TUE1E CASE IL NANDLISA EA�CT [O7 ADD Q49F 6PIC1116. SEE 1478-,1 8( IP[. SEE 141S CET76N ��TC IVU ADOITICPIAL SPECIAL PEMNEN1 6RAC11A7 DE OUIMINEII1S- I.NnS DTNEPt[SE tI40TCAIE[A TO '► MAI) WALL W LAIERILLT IRACEO YITN ArfKtBCi AT ATTACI*b Pt MOOD EHE47NIIF, W1TCN OIOII CA 5 17711 PPOPEIRY At1ACl¢D 4I6[D CEl(I'10 -- 4i1��TOT. Aolm TEC;D:ICAI. UPOAIE 17/1/911 FOD rTVp( * � * OA/11AIL Ar,'Lt1R11011, rOYIESII 4 COPY OF NDS /� OESMI IN FIX MUSS ERECTIM W11A4CIIA1. Ap. .L vi ���� SrT,C7rICA110t1 rR9 MCOU coRMT.ITRH •[ A! A.AII � Re TC LL 30 . ? IPSf� /► DL � 0 • 0 PSF BC DL //5.0 PSF LI lU) V.O PSF L J v LD. QG.(� P.�+FII'I�III SGAt ;•,U-: dot) �A F , 427--4'2' it f C GATE 0 � /22/196,rl[LIHQ DRF! CAUS8427 96 9 s CA -ENG MC ( JUIIIIdd111' III�IIIfl�ll C�� 4 r!fI1`USFM OUR. Fac, 1.15 •- W7 • MUSS PIArE IINttnoir. 1105 • 551 t1ARFAHL DES(ON n /� sPArTHr. 24 .0" Job; T7A MOND TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL 41 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (W) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 MPH. EXPOSURE B. 0 TO 15' ABOVE GROUND HEIGHT. 2X4 (A —I- TS THIS DNO. PREPARED FROM COMPUTER IHPUT [LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS Wil CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE n REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c m (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. �• CONTRACTORS WARNING: ^' THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. al M IN LIEU OF RIGID SHEATHING: m TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED w 9 24.00" c.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. CR OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. C MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. In 1.5X4 - 4 p 2.5X4 it HN B' f �•6•5•5NI 1.5X4 2.5X �~ 7•1A"1 OVER 2 SUPPORTS 1111 R-5350 W-3"8 R-178# W=3"B 1-7P _ _ BUIL jD��� Cp 12322 PLT, T P ALPINE CRIT B A - F '�R� R 0.50D0 t� 0 0 0 0 0 r� a o c t= p C7 G [� O C= O CI G O C= LPINE p p p O T»USS O TRUSS C=3 1> b b [=1 G7 O **IMPORTANT*1PkPIHE E'16IIEENED mDoucrE IM. SWILL NOT EE AESFL1aSf8LE FDA ANY c1 V7iTION ►FON IRIS C£SIBN oA 71ESE SPECIrItiTlOBs. Ga 011 FAILOW TO SUILD THE TRUSS IV C&SOMONX 91114 OSTBB BY TPI. ALPINE COHIECTAIRS APE MAGE or 2oDA GALY. BTECL NECftt0 ASTN A" 6V B EYCLDI AS UOTE0. "PLY OOI&SCT1OS fO EACH fACF GF :1L59 AFD "ESS OTIEANIB! tA1CATE0 GN nII3 GESIWL vDslTION CDIIitcTUPS PAIR IRWItICS 150. 180 0 I8OA-9. tCSICaI SIAM400S OONFORN B/AfRTCABLE PNOY[SlD'tt CF 103 i TP[. Ill EI:ONEEA'3 SEAL ON THIS ONABIFC APPLIES TO THE CCaPOOEAff DEPICTED IERE IN OAIY. AND SIULL 60T BE f¢L1ED 1FON IN ANY Oildl IOM. 1 �1 WARNINV AUSSE9 AEODUE [tlt1C(E CAgE 111 H110L1OG. ERECTION 4VD BRICIT/1. SEF "I"I BY TPI. SFE THIS DES) IN i0R A.10TTICf1A1 SPECIAL PEOP.UENT 6AAC11C At BUIPC&HTS. 18LESS 01HERAUE :IIDTCATEQ, TLP EWQQ SJULL TIE LATERALLY OP110 BOTH PROPER LY AtT;C10eD 9L7Mo00 SKATN(IKl BG 1T0N CW1g0 MINN PAOPEILY AITAflEO NIG(D CERIN; — SEE ALPINE 1EC111T[AL IIPMIf IT/1/Otl f0N p1i3^CR DirlNAll ArfL (CAUGH. rV0'/19H A COPY of WS1.15 DESIGN TO THE IRU35 tf1CC1 [ttl CD'IIYU1Cf0A. . �� W �P 't�� � y� \ i0 - s ``'�45 * I�,, 63a9T * r . TC Q..• �\ TC OL �0. BC DL 5.0 PS BC LL (Ul ,T0.0 PSF TDT • LD • "'(5' • 0 PSF � QIi`�fdJ 4 7 9 DATE ��1 Is/ 8 ��� DR fcA 27 3505 - p" CA-e1ENG M l I'IIBIYII �nI� p1ll Il yyy77711111 'IDIr ouR.FAc. 1 . 15 /--TPI - IO°SS RAZE THSTITUTE 105 - 1991 IL1f9CNXL DESIGII SPECif(CAll Ota Aon B0]D CM15i WFCTIOIi SPAT. TNA, 24. 0 z N- R) LO m � July 00 / Ta FLAT GIRD TOP CHORD 2x6 FL Y2 BOT CHORD 2x6 FL A2 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (A) SCAB BRACE. SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. r(B) 2x4 HEM -FIR CONTINUOUS LATERAL BRACE REQUIRED 024" OC UNDER TOP CHORD EXTENSION WHERE SHOWN IF PLYWOOD SHEATHING IS NOT ATTACHED DIRECTLY TO TOP CHORD IN THIS AREA. BRACING MATERIAL TO BE ATTACHED TO A SUITABLE SUPPORT AT BOTH ENDS BY ERECTION CONTRACTOR. 73411. 17 1 2. X4 9-407 OVER 2 SUPPORTS R=3266# W=3' R-21180 W-3' 1-2-4 (W1} w 8-2-3 _ (W2) '1W551 i-7-6 6-6-13(9!3) (W6) :I 1; 2- H)521� THIS ows. PREPARED FROM COHPUTER INPUT (LOADS C. 0I4ENSIONS) SurlrlAtIkO 13T Inu-.3 nrn. B. FOLLOWING TABLE:S1•J1? 0 �2 Complete Trusses RequiredS 213 TO 0 PLF TOP CHORD (V3) 1,A NAILING SCHEDULE: (10d�ax_Pails) n TOP CHORD: 1 ROW @ 5 O.C. Eu BUT CHORD: I ROW 0 B" O.C. v WEBS : I ROW V 4" D.C. USE, EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS rn IN EACH ROY( TO AVOID SPLITTING. M USED �oxsails ON (EITHER•THEITOPts MOR r= BOTTOMCHORDS,iOd FOR A9OT/1Dti?L SPECI4t PM411C"1 BPAC7N0 RSBC �O in END VERTICAL MAY NOT BE EXPOSED TO HORIZONTAL WIND PRESSURE. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. UPSIDETHIS TRUSS DOWN. TOP OFST BE TRUSSIMUSTLBEDAS MARKED BY.IT TRUSSAFNOT BE USED ABRICATOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 0 24" O.C. A RIGID CEILING OR 2X4 93 H.F. OR BETTER OR CONTINUOUS LATERAL BRACING AT 72" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (H) RECOMMENDED CONNECTION FOR 12-10-15 8 11-6-12: SIMPSON LU26. SEE CATALOG C -95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED,,SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIMUM HEEL HEIGHT OF SUPPORTING TRUSSES.) THIS TRUSS IS DESIGNED TO SUPPORT CONCENTRATED LOADS ACCORDING TO THE B. FOLLOWING TABLE:S1•J1? 61 PLF TOP CHORD I MPORTANT* � NDTBE Fewa";t ractA 1ff 213 TO 0 PLF TOP CHORD (V3) 194 TO 111 PLF TOP CHORD (W4) 61 PLF BOTTOM CHORD (W5) 61 TO 0 BOTTOM CHORD (W6) 51 TO 28PPLF BOTTOM CHORD Co o r= c o r� I MPORTANT* � NDTBE Fewa";t ractA 1ff RIFOUI_ DARNINGHHAMLTNG 0 MCITGH `AMD Q4 STC U . Ht ka O.PAT _ 05..,22 O O O THIS DEs16s aR UIESE SPECIFICLTIWJS ra AHT aMIOS. SEF HCB-93 Of TP:. SEE THIS CEESIGN Q. y TC L a0 ,� .96 qFO O C G r= DEVIATIDII FFW To DJILO 1HE TR16S tN VD.FOPVAIICE AIr" OStas SY TPt. FOR A9OT/1Dti?L SPECI4t PM411C"1 BPAC7N0 RSBC �O W]6'ILusR 962 5.O P4 s6 FULrPE ASTMCUtIIEPE"TS. uaLFSS OTI2i7t1SL Iti11GTEIL 7 �. n DLQ O C O o TED ALPIIC WaECIDTs AAE RADE OF 20CA CALV. STEEL NEETDAI A</e 7M a EACEPI AS WILLI. APPLE D]I1dCTO9t 10 EACH FACE W C" nD S"ALL BE LAIERALLT BPACED WITH PAcf. ac r � BC LL (1i) 0.0 PSF CA -ENG MC C -f. An C=3 O ALP Y N C� C� Iftm Alm WILES$ 0714MISE LOCATED d/ IRIS CESICH. PeSITIa III ATTACHED FLWI300 S"T4M11.0. 50 C"rA st 043845 Q�j O PSF C=3 COro2CTOr6 PEO DRpr1A:6 11D. Iso C IAOA4. CESlsll S►AIOAPOS r1TH PRGPFm* 471ALR[D RIS10 CEILfI); -- PMVII t-, Ste) * TOT . LD . . oTRUSS c [_ COW1..11PPLKC.ABLE MVIS3014 CF IDs C TPC. AY EMCtgEER'$ 'SEAL 011 MIS DPAVIOG APPLIES TO UE COMPOGENT DEP[CIED HERE 111 014 E. A!tl LNLL IQT BE RELIED UPOH 10 A OT1ER MAY. AtYtIE IECJOHCAt LPaIIE 11W0tl FaR DRfMAL1, AM ICAECON. rLTT11s" A CU" fir' IIUS TO fIC 1�S IRECTIOI/ CfJIIPAC1aR. CiV1� �� %I1 OUR.FAC. .E ,( C l u 11.15 I DESIGN �� `` SPACING 24. 0 .-TPI • TADS. PLATE UE:TI fa re. f05 -_1921, IZ11101NL DESIGN d Oy C=3 1,7 SPECIE14A1011 r -0i X— r—Iric"I'l r .D. A- IHOATOH--.EEFF MORTO l 1 TIO CARRIER THIS DxG. PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS HFA: TOP CHORD 2x4 FL #I`:T3 2x4 FL sllSBet.: MMMLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORK*ff a BOT CHORD 2x8 FL f! WEBS 2x4 FL Standard :N4 2x10 FL ii: WB 2x4 FL #1: (A) 1X4 N3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO N BE EQUALLY SPACED. ATTACH WITH (2) Sd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ru CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE SUITABLE SUPPORT BY ERECTION CONTRACTOR. 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE Lo (U) 10 PSF SC LL CHECKED PER UBC CRITERIA, REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. CD CONTRACTORS WARNING: rn E THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS w AT SPECIFIC LOCATIONS, PARTICULAR CARE IS ADVISED DURING En IN LIEU OF RIGID SHEATHING: INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. C> TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACEDa @ 24.00" D.C. IN ADDITION. A RIGID CEILING OR 2x4 @3 H.F. (H) RECOMMENDED CONNECTION FOR 5-41' RIDGE HEMI: SIMPSON LU26. SEE OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" D.C. CATALOG C -95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. MUST BE PROPERLY ATTACHED To THE BOTTOM CHORD. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIML14 HEEL HEIGHT LL _ OF SUPPORTING TRUSSES.) (C) 34 (w) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 MPH, EXPOSURE B. 0 TO SX6(R) 15' ABOVE GROUND HEIGHT. 2:5X4 1.5X4 THIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD(S) 4hiERE SHOWN. X4 (H) RECOMMENDED CONNECTION FOR FLAT GIRDER: SIMPSON SUR214-2, SEF CATALOG C -95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND 11INIMUM HEEL HEIGHT 1.5X4 A) Al (A (A) XB OF SUPPORTING TRUSSES.) T(C) CONCENTRATED LOAD CREATED BY 5-4-15 RIDGE BEAM CARRYING 00 A) T3 9-1-13 -RAFTERS TO ONE FACE. OPPOSITE FACE TO SUPPORT 10-11-3 lv RAFTERS. (M) CONCENTRATED LOAD CREATED BY FLAT GIRDER. 4X6 (A i) Xi Xi X �B• s 20,1"B 4 6,6"(w)• T1� 9-1-12 _ 17-5-12 26'7"8 7-6-a ---� R--25194 1'1=3"8 OVER 2 SUPPORTS (H) (M) I R=2730# Y!=3"8 8! V'� , C �, 12119t) D/A' C � ,Y Se B124q PLT. TYP.-ALPINE 0 0 - v 6 - 0.4875 0 0 0 p o 0 111EIMPORTANTIEIE~1Pu+E ulGlliEMER � . ENc. )VARNIN©N 110 ILIG.Me Er1NEHE AN TC ` V .Vft8427--47738 SWL IGT FE RESPOIGI[0E FOR ANY IN HAICU110, EPECTION AND ♦ W /y' 4 [=ATRUSS OBYIATIPH rPDN THIS CESIC44 an THESE SPECIfICAT,ONS, OR ANY SALCIRO. SEE Nr8-OL 8Y TPl. SEE PHIS CE3111 RI ` ��TC OL 1 P 1 1 /9 6 o rAILOPE TO 0"110 UG frJJSS W COL WW11O.. MIH GSTE8 BY M. FOR ADDITIONAL SPECIAL PIONLWO! OMACINS MEO ALPP COJUECTORS ARE WDC GF 20DA MV. S1EEL PEMRO ASTH COMMENTS. OIS.EM OTTEMSISE 1103CATM TOP BC DL 5 , D (:A 79BS63904 AAIC Oji E EXCEPT AS NOIED. APPLY CRICCTOrS 10 EACH FACE OF C40RD SULLL EE LATERLtLT ERAGED V11N PPOPE .SCo TKw A'O IAA_ESR OTHEMNISE LOCATED CH THIS E ipt POSIIION LT ATIACKED PLTMDOD SOEATH11.0. BJ1T0.1 C .C43B45 7BC LL (11) 0.O PSF E CtllEGTOMS Pjq oMAMGGS 170; ,ED c ,E9A-r. as1cH sr.ND1AO5 1rTH PNOPEPLY A1ilUE0 RIG10 CETLO70 -- :Ec G3�9I TOT.L0. 45.0 PSFC=i MrOA9111APFLICARLE FROY[S1018OF PGS C M. ANEIISTIF6r'5 ALPH* TECMILCAL LPLUTE amig17 rGN PFOFER {t �' * sFA1 OU pnS WAR1110 APA LtES TO UIE COW64111 CFPICFEO WJME OPTrALL APDL 1CA7 roN rumsii A cur9 Gr nm 1 ` ��e, DUR . FAC . 1.15 [� C.7 O 1"� L-7 C-� 1.1 0'AT' A!O 5HALL NOT BC HUED WON [H •Of OFIFR WAY. CESIGN 10 1HE IaDSS EPEG110N C(AIINLCIOR. Q •--iD1 - RM ELATE LIG)I 101E. 105 - 1021 3141 I03a OISIGN S+ICIFLCATILFI FCA ■AnD FAMM MIM -1 _n 1 SPACING 24 • n" c z N G) y \N N N * Job: T]1 CANT/STUB COM TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.000 O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (W) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE 14M UBC-91ed. FOR 75 MPH, EXPOSURE B. 0 TO 15' ABOVE GROUND HEIGHT. m .o a in I MIS DWG. PREPARED FROM COMPUTER INPUT (LCIAOS 6 DIMENSIONS) SUBMITTED BY 7RtISS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. A CONTRAC70AS WARNING; ti THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS V AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED srJ 9 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. Ln OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. W MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 9-1-12 17-5-12 -1 1 26, 7r8 OVER 2 SUPPORTS 5X4 (AL1 w' L" R=800# W=30B R=15974 W-3'8 B C�t,l °� vli/ BU81875 A- PLT. TYP - ALPINE DESIGN CRIT U C CA/0/1/0/-/-/F- Ri a� o p o [� o O *+�IMPOHTANT�t�'"'YEE95[I�E3�0 �.Ilt Jolt TiESETSPECiFBE �ICd�iOtR IKE FWt WARNING"'D>SES »EDu14EE.IDEW-CAE �f AM 11YBY �SEE�I T fk p3O � � C.42837C C= DEVIATIC11 ION THIS CESIOR 07 WF FAILUOE 10 IPI. BAECIML. SEE 1116-91OO 1P OtSaCES21R1 Cr�F PSNUIEHI TC OL 1 . DkTE J� L= BOALD TILE NU59 19 COIFCANAVW 11E1H 05108 OY ALPHC CCMVECT0TIS ARE ME OF UVA OLLV. STEEL NEETIHS TNN FOR ADO]TIO5AL SPECIAL 6DACIHS PnyBC CUIREYEIItS. OI.IM OTHCaIISE IIDICAIEOL t ^�.7fy DL 5 •4 PSF n�AS3 OR CA 427 bl'X513 p AAC6 W O VCF.PT AS 110110. POPL1 M'VECTCAS TO EACH FACE OF 00RO SHQI SE LATERALLY 11MCEO II1TH FYIOPP >C r (�C= F BC LL (U1 O • Q PSF CA-ENGMC "VO m IDM AID 1PILESS OTIIERYISC LOCATED 09 TH19 DESIGN. POSITICN LY ATIACIIED PLYY000 SIFATHDIO. &BITCH C 043845 C9111EETCR:S PCR DA"1.103 130, 150 IL 14DA-F. OF.SIG9 STAIAAROS 11/111 PKOEICT AIIACNED RI4S0 CF.1L[4S ..BE t.� E* 6]091 *C= TOT.LD. 45 •0 PSFGDIIFUM IYAPPLICI&E PP3J1SIOrIS OP IDS 9 FPI. All 061UEER•S SEAL ON TIIIS TOMIJG APPLIES 10 ITE COIiCHFHT MPICIFID DERE ALPI+IE IECitiICPL UPPAFE MIDI) 109 MnP * C9/9ALI. APVI ICA 1[ON flF111.41A [DPI [� I:US 1.15 " r=) pF Of Lr, Ii0 SIVLL 1101 8Z FEt3CA "I [1I Al1Y OII [fI PAY, ��I�OUR DESIGII ID IFiC rl9xs EPCCIICFI cwnrlrrt i. r7"Ar�_I SI`FCIFIGAl LOU FCA 91:0.1 6f961i91a la 7+E%1i nA%I{0� .FAC. _ SPACING 24 •DIT .-_IP1 - In05S PC ATE DIS II IUI E. I9:S - IMS UA13011AL CIESICH r • Job: / T12 CANT COMM I TOP CHORD 2x4 FL !f BOT CHORD 2x4 FL #1 NESS 2x4 FL Standard CONNECTOR PLATES OESIGNED FOR GREEN LUMBER PEA NDS -91 TABLE 7.3.3. 01 Z_ H. H (.9 W� Z af-I J E a. Ln T Ln m. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. (W) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 MPH, EXPOSURE 0, 0 TO 151 ABOVE GROUND HEIGHT. 3X4 (Al 7W5 THIS OxB. MPAFREO FRON COMPUTER INPUT BY (A) IX4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE MATERIALLTOSBECSUPPLIEDACH ANDWATTACHED AT BOTH•ENDSACIG TON A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACEO 24.00' D.C. IN ADDITION, A RIGID•CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED R 72.00' o x . MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 57-5-12 — _1 -------17-5-12 R=18000 W-3'8 -34' 11"S OVER 2 SUPPORTS T1t R=1346# W -3"B 8lJkDAAJ?%7 .�1'F 0L.,liSi"iT HFA. rn a W to 0 rn "' c o 0 0 �3 0 [= } OAALPINE **IMPORTANT*Wltx ""AIE71C' PRamn.m TH1: SHALL HOT BE AESPCt1 DLE FOR AILY CEYYICTION rAOA THIS DESIGN OR THESE SMIFECATIOM OR AOY ►AAUP! 10 BVttO T11E imm IS Cg1�OPaux atrH Ones Of In KPU1E CO114�TOAS APE HIDE Or 9COA DALV. STEEL NCC#DL4 &STN WARNINGIALSSES REGu74E Ex1AElE Cl6E 10 HAICIL M ELECTION ACD DIOL01E. SEE HIG-91 Of TPL. SEE WS MSIEN FOR ADOI1101UL SPECIAL PEFMJWII gRACDr. PC/�(c��$�4�FCI OUIREYEWIS. W&ESS 01+EWME 11CSCAIE4 to eeQi � QP ,q�i.O �y h T L a TC OL BC OL J � 3 v 5•0 r�r" 2 --42629 -r96 D W CA 427 143506 CA -EN rnnpd aO C� =3 C>[_� O ►416 6R D E(CEPt AS MOM. APPLY C294ACTOM (0 EAW FACE Of =USS AIO LNLES6 OTPEVOISE LOCATFO ON MID DGSIGIL POSITION COi•EC10(B P[C fAL11[IF.S 430. 170 6 lAOAi. OES76H SW104PD5 CoWoAY H/AOPL(C79LE PFOVISIDIE Oi AOS C WE AN ENO EEN'S ON THIS ONXIIq AM.IES TO 116 COMM11E111 CEPfC#EA IIF.RF III OlLY, Alb SKILL 141 OE PELTED V►CII III AIF/ Ol11TA WAY. CHDA3 STW-L EE UIEALLI I DAWCEa NITD PADPE LF At MWO MIrdCW 0.00 M B011Lw CIIm PIIN PFLPEPIY lit1C1E0 PIGI.I CEAl1L: -- SE LLPIM IECOIIICLL LF'OLIF. (7/1/OD FOPo DRFMLL Arm.icAtrw FNwais" A COP( li 1Mr5OUR, GESIGII 10 LIE Tit EIIE1.110./ CCNIAM1C IEA. SMlrF LCATLOA Fro Y9AD amr.aswrla, �oQ X3845 a JJf * •CJYI� �1�� mr h► %I BC LL (U) TOT, LD. 0.0 PSF ��•O PSF{ `Il1I'222QSEAL IIIII IllI�llll FAC.cmC7 ISPACING 24.0' -.IPI . 100LS PATE 1tLSCI111If_ IDS . 1991 OAFIGI&L AESIDU I Job: !NORTON --JEFF HORTOW / T13 CANT COMM TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #i WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT A00171ONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. ***00 NOT TURN TRUSS END FOR EN*** (W) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 MPH, EXPOSURE B. 0 TO 15' ABOVE GROUND HEIGHT. 3X4 (Al zI5 THIS 0WS. PREPARED FROM C054PUTER IIJPUT tLUA05 & UIMMIUMU bWNITILU by (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACIN'.G TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 9 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 17-5-12 17-5-12 __a{ 34'11"8 OVER 2 SUPPORTS R -1790f W=3'8 _. G R=1356 =3'j DT rF CO Nn ncl� _ _ �l r es I NFA. C'I a c N N :z � r N 10 I m Ln ba m m w t9 En to ►� N 0 0 0 0 0 0 >4*IMA0RTANTIFI ML NOTI gES0019IBPOlEiDRENf ryAAIYINl71V tux Int E eT�ouc= . N� LL 3 `F�*k_f, -47779 0 G CEYIATIpI FROM IRIS OESIM OR TIL°SE SPECIFICATIONS, art ANY FAILUM lO 1U110 INE TAUSS IN MWOPYAIICE RI1N CB788 BY IPI. MUM. SEE HIO -91 BY IPI. SEE THIS 0ZSI04 FOR AO0ITI010L S-CC'.At PER9/J.AMT BPACI'C PE �r�11 W �, 4 TC OL i O F EM5,111/96 ALPI'M C0IHe0005 Aa IMO! BF 2oBA uALv. stem menNB AS III CUTAeniatS. Lmes5 Ormwi E [rn1GM% TOP � -o y BC OL 5. O PSF ORH C 427 163StE kTRUSS A" CR B EACtPt AS NOIEO. APPLY CRl1,[C1O4S TO EACH FACE N IIFJPO FNILI eE LATEIIAKY 11M. RITN w r A�+to 7O BC LL (U) 0.0 PSF CA -ENG MCcauQMtM/ OWSS AN0 U11LESS O111EMSE LCrAICO O1r sH1S lmau NOUTIM LY ATTADaD PL."1P� S11FAIN114. 80rIfN CHOR oC43845 PER is 130. Iso t IOOA-F. o. PITY c A MG R76[D CETLILC — 5ET0T.L0. 45.0 PSFYIWi CABIZE IN SICIMAR05 N/MPIICAB.E PRVYISIOr6 � tit3 C fPl. AN Eg011.EER'S 1EC1Uf ACPfIF IECIIMUL IFOAIE 1//l/911 FGT PROPFA r 5EA[ ON 4115 0 N114 APrUE9 10 I/E CO "111117 OEPICICB IEN. 111 014.7. AND SIULL MYAALL APFI ICI.Tlwj rIHI1SH A COFY m IMS DIsl6N OUR. FAC . i . 15 C= cm HOT m PEL1E0 ww1 IN ANY ar1ER TIAT. w rHe TAf(^S EPICTIaI canwaua. N r N ' r . NDTE: SEE ()RAKING 96163511 FORK LUW FOR A()OITIONAL 3 1/2rCANTILEVER REPAIR TO FEINFDRCE TRUSS OTHER DATA NOT SWW HE- AT LEFT. SIDE. NO REPAIR NECESSARY #OR THIS TRUSS. Y W—A �— — 17'5 12 -- ---—' 17 ' S' 12 12 J o /� 1 C7 o o O �'— HE} g1AtllttG 100411ow 34'2 SURPpORTs W-3.8 P-17900 W-3'8 ev SO C©UN . pIN� 1 ' 24�I5 T 13 COH8J DESIGN CRIT -1180 Y -A sa. flTY - 1 TOTA - i rus CA 0 - LL ' ��� 4 o 0 0 0 o uro4 Eafa s Psacfy SMPORTANT*if wu a• a.erolsac ra+ un m a "Or ARMING wmosLww". mi"c n.as. >:c rifA1 r ,n stt nus ontw O Q E ^ TC OL ! . 0 f 6/!9, o "* I&O0t r.o. twt asta a "an •Emmett f9a munaML YltLL �(tf1Y14M /MtClts p�O VT 4% 81r OL 5. 4 PSF oRx� ate.�t p p f= p C= rlu.iw fir R1U Ik 7a1ft U towvsur� n,M on. fo:K_C1CJfl ue s.oc or NCA a►r sla 9"I'm m uw� A 0.0 PSF Ck-ENG CG o Qvrc e Y .�„ E> ., aflfEO. ,..L,.� OSCwut 1001" a 1R3 fOfMtt NMn►w ta1t10 wll a rl aaen 11 .Tnlaao grscao w"1wat. ewlw -- s CLL , c43E� Tor 45.0 PSF G ALP I r, 0 r.,,yy ro tN1..vs oe+.r.m .e.Ofl1Ai.47 ,sa s sslw s11tMM rl. ut Ot1lttOOM stw wiy8nr uuarrn -un auoc IAMLIrAL tMo+rr It/t/C1 • .Lo . A'� 9) A pUR.FAC. 1-15 �'v; O fa TRUSS r> GJ -1 1 Vts m" 6 -V coraw yaa11C�-s I.wr[1:Isns or rot t on NM q1. S:m•f1U3 C•, LAM v+ t" 10 YE cpwvm6n D•1r6, «rpt aK+fLL AxllOtttY f..r9t 1 rs'i or INI M Mit ' Orlt _wl of Kl[Eo 1W/ tll IM O1 Kt wt varum 10 /K fma lr(L110K CwwmgOP. it f, C{1I` r�t`! PACING 24 .O- la 5 It soa �:fin z all;lidlill� s N r y conaaocoo 0 toaDo "CDoo a P t--- 70.2. 70 +---�—� A$ ;AHD .L i w fi �_m b Job: �(HORTON--JEFF HORTON) / T14 CANT COMN TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS, PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 3X4 (A1 =5 THIS UWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. ***DO NOT TURN TRUSS END FOR END.*** IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" D.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (W) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 MPH, EXPOSURE B, 0 TO 15' ABOVE GROUND HEIGHT. (A 1) —08' U3 m a to Ln w (W) 17-5-12 ---- 17-5-12--' ---(W) -{ — 34'11"8 R=166118 W=3"8 OVER 2 SUPPORTS R=14851" W PLT. ��rr--�j(�R: 120 L TYP.- ALPINE DESIGN CRIT UBC CA 0 1 0 - - F Re17t�3L16 # SDALEfO. 1875 17-1 C-1 **IMPORTANT**ALP INE ENG. INF.ErIED PRODUCTS. INC. WARNING( RIISSES HEOUInE E%THEME CANE - TC LL 3O .O PSF R _ R42 -44353 SHALL NOf BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AIID DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE 11111-91 BY TPI. SEE THIS DESIGN e TC OL 10 O PSF DATE " 0 5 / 28 / 96 FAILUnE TO BUILD THE TRUSS IN CONFORMANCE KITH 057118 BY'rPl. FOR ADDITIONAL SPECIAL PF.NMAIIENI SPACING RE QPO ALPINE CONNECTORS ARE MADE Or ?BGA GALV. STEEL MEETING ASTM OUIPEHENIS. UNLESS OTHERWISE 11101CATEO, TOP Q W. /(^j�i BC DL 5 O PSF DRW CAUSR427 149543 L� =A � 1=1 O A446 GR B EXCFPT AS NOFED. APPLY COIIl1ECTOnS TO EACH rACE OF CHOPO SHALL BE LATERALLY BNACFO NII" PnOPE '`� '1'�O Gj ALPINE 0 TRUSS A110 UNLESS OINErIMISE LOCATED (ill 71115 DESIGN. POSITION LY ATTACHED PLYWOOD SIIF:AIIIIrIG. BUIIUM CHO \ �. BC LL (U) O .O PSF CA -ENG MC ' l/ C— COIOIECrDnS PER OPANINCS 130, 150 6 IGOA-F. DESIGN S1ANnA105 WITH PROPERLY AITAC14CO RIGID CE 11. THE TOT. L D . 45. O PSF L—� TRUSS Cl C.ONF11nM N/AI`PI ICABLE PHOVISfOgS OF 11115 6 IPI. AN Er1G INEF n'S ALPHIE IECI1NrAL IIPIIAIT (7/1/911 rOR PHO NO. C438451111111 VIII VIII VIII III IIII III) r__7 __3 �1 I SEAL ON 11115 OIIAWING APPLIES TO INF COMPONENT DEPICIEV HERE UHYNAIL APPLICATION rUII111"I A COPY OF IH ' r � (� rt OUR. 1 . 15 IN 011.Y, ANO SHALL NOT OE NEI.I10 UPON IN ANY OHIC11 WAY. nEslru Ill Illr 11111F.S GW.1.11UN CIININAC IDH. Exp• 4 4 .j 5 3 f=] 1.=J f. =,.] , .IP[ - IOU^; rl ATE INSII Ill W. rN5 - 19111 NA IJnHAL NLS HIN SI 'I CAI WA11nN IDH WOOD CUNI', I nNr IJnN :J �!jPACING 24.0 REPAIR TO REINFORCE TRUSS FOR ADDITIONAL 5 1/2" CANTILEVER AT LEFT SIDE. NOTE: SEE DRAWING 96149543 FORK LUMBER. PLATES AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS. TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS ANO SPECIFICATIONS. NAILS:0.131"X1.375" TRUSS NAILS OR EQUAL. CIRCLED NUMBER SHOW NAILS REOUIREQ ON NEAR FACE, SAME NUMBER REOUIRED ON FAR FACE. SEE DRA ING 142 FOR TRULOX INFORMATION. (W) ADD 2X4 FL fi WEB. ATTACH WITH TRULOX PLATES TO BOTH FACES AS SHOWN. (E) EXISTING PLATE ARE NOT TO BE DISTURBED. EDGE DISTANCES. ENO DISTANCES AND.SPACING FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD. �- 17' S" 12 -1- 17'5" 12 ---� w 0 w m N N w r kD lD In T W 12 ZI 7 0 ., fA) 0 6xaTRUIax 4 (E) 5X6 4 4 9 3 3X6 TRULOX . -- 3X6 TRULOX , 4 3 (E13X6 — --27'908 f ' —34 2 SUPPORTS R=1689# W-3"8 'NEW BEARING R-14570 W -3m8 LOCATION co{ pEg N •49J PLTC.TYPTiQ COMM/JEFDESIGN CAfffUA C d� T �.d d, CA € 5_ NT OTY a i TOTAL ! CA/0/1/O/-/-A 7:. 02' 83 O O O O p E= t=ATRUSS ALPIOE EMIIEEDED PFDP.CTA INC. Ii4P0RTANTk start tAI DE RESPIuIs[eLE rDR rut. TP455ES PTOUIRE cxrFIERE C►FE ARNING IR KQCLJ 0. ERECTION Uo 4� IR TC LL 30 . P EF4, n p 21 �•-50418 _Q DEVIATI101 Fmv INIS FESISH OR TRESE S"ICIFICLTZOM OR ANT rA1LLM TO BUX0 UIE TTUSS IN RING i:(!KE 611111 ml. SWIM SEE 14"l BY 1P1 SLC THIS atstGH FD3 ALDIIIOFNL SPECUL PEAWFE•tT BRACEM DEQ �Qp ?' TC OL 10-O Prk DATY O6/ 19/9,5 ALPIIE W#4ECWRS ME 91►DE W 207A Gl V. STEEL fEE11116 AS1O GUILEF0411. UNLESS ODE-991fE INOTCAIFD. TOP Y f^ BC DL 5.O PSF SC DRHG 3. gSH.229r. 9663 qtly ftfPT lS M1ED. APRT f&#ICCTorS LO EACH FACE or `AM AM MM aT1ERMISE LOCATED aH TIIIS VS37L ousmaR C`1I110 &ALL GE LATUM-1 GRACED III1N MIOPE LT ATUN]3E0 FLirmw S14Ang6G_ sima" C f r Bd�COAECT= '° LL �•O PSF CA -ENG Co m oDOQFKS 17a. I5O L 1604-r rESii;u STUMAMS 1! P9avtstaa or iQs " Int AIN ar'j""ER'S 33111 PPOPOL9 AtTA0M RISID CElttia -- SE/ I:eIIE IG:utlicAL Lm[P. 1J/t/911 fua DDUDER (,p. 63�97 TOT.a,D. 45.O PSF OccliolwKlsp&kwj, UP TOFS oiwlm AMISS IR F3E r-nwaarti nirt-wLD weir uo s<Iat ;IF UE Lii#I IN 0OTMALI APPI.trATTGtI. F1w4151t A COPYaIlg�DUA.�AC. 10 NNS ST( CIY1t GVAL 1Jtt.Et' tmIll IEE 1S -s IM11E31' wrAL 0131GIISIGIS uvniFIr..t1E m rm r�DDtI. cmxmicl� �.F PACING 24.0" r kD lD In T W T19 CANT CONN TOP CHORD 2x4 FL 81 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRATORS THIS TRUSS IS DESIGNED TO BEEARIAND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. (W) THIS PORTION OF THE BOTT014 CHORD 14AY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-41ed. FOR 75 NPH, EXPOSURE B, 0 TO 151 ABOVE GROUND HEIGHT. 3X4 (A _TWs LO 0) THIS ONO. PREPARED FROH COMPUTER INPUT_(LOADS 6 OIMENSIONS) SUMMED BY TRUSS MFR_ c7 (A) 1X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO a BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING c MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A n SUITABLE SUPPORT BY ERECTION CONTRACTOR. 33oun CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREWNTS OF I.C.8.0. RESEARCH REPORT 82949. Ia (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. rn A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. w MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Us IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 34' 11 "8 — e/ �• �� R=1573# W-3'11 OVER 2 SUPPORTS R-1573#3'!��Pt Ch JA14 mi—i—ir A) 17-111 A a 0 0 o c� o L� L� O O G E� t� O O C� O O O Cl O o ALPINE O C] Gy oTRUSS 0 r� r-1 0 o T -T **IMPORTANT**1t"MiEMUM"aPCII°eL°iE'''�'o. Or— DEVIATEON FFCH TUTS OESE09 0R tHESE SPELIFECATT0m 0R ANY FA]LbPE 10 EL15LA OIE INCA! IH CoWar GINCE IEm 35.03 BY IPL. ALPINE MWFCITIS APE WDE OF 2094 GALV. STEEL RE111U0 ASIR AA4S GR B EtCEPT A3 107EV. APPLY CGtAFCTOQ3 10 UCH FACE OF IOISS MA) LMESS COMANISE LOCATED 011 TUID DiSiS1E 605111011 tFA10ELIWi DFA OPAX71td LIT. 150 C MA -F. CESIEU S1A116.fA05 WIFO@f H/AFTLICABLE MOTSICUS OF WS C EPI An EMMIECR'S SE Il CII T0F3 DaA11E10 AFFUES iV R! Ca IRIEN3 OIPICMD MAA OI CIEs. AID SHALL 1101 BE FELSLO LPIXI 1H AtH omEn Ray. WARNIN(ftws''s"muul"""i9,1 'lac► BPACUM SEP HLB•BI BY NPI. SEE [HIS CES15N FOR A93ITICHAL SPECIAL DMUMV Y QULCLK PF: 91SWEREIPTS. U-A.ESS RTUEPAIEE 1UP[C01M I CDOPO SML DE LATEQALLV AM= VI:U LY ATTACKS) PUNCT SWAINIIt 1101104 UMP 111TH PQGDEAY Al[tLYE6 pisto LFII INS -- ALPUIE TEC4911CAL 1PMTE U/1/011 FOQ PiT7I'@R OR/HALL AY\ICAIION FlR4SH L CWf OF 1it S MCI 3Ga TO ns TRtAG EFECTNxI CDNnLNCIDQ. FOR movi cOicua _ YECIFECATtuH IAIGI Q4�F fF, _pyO Fy i�ttii .ftp vA r Fn C43MS t_ 6 ' i * W* iN JM Q' TC LL TC OL BC DL BC LL (U) TOT.LO. 30`.8XF 1 U . 0—rim/22/96 �J • O P 5.0 00.0 PSFF 45.0 PSr --42827 h-E C 2I 96143' 0 CA -ENG MC( -'-, IEgEll��llll 11[1111 �I�I II ��II �I�II�I DUR.FAC. 1.15 SPACING 24. 0 .• •I1`1 - Ectm RAT[ 1115111U12. 109 - 199t I:A3I04AL 0ES1GU !I i A. THIS 01eG• PREPARED fRON COMPUTER INPUT 0.0AOS t DIIEMSLONS) StB1IfTFA 8Y TRUSS UP job: {) / T 15A CANT CONN NOTE' SEE DRA1fING CAUSR427 96143505 FOR LIMBER PLATES AND c REPAIR TO'FEINFORCE TRUSS FOR UNDER SIZED PLATE DUE TO OTHER DATA NOT SROM HERE. to CHANGE OF SPACING. TRUSS TO BE REPAIRED BY ADDING 2-Bd rn COMMf1N SHORTS TO 8E NAiLW TMOl1G?1 EXISTING PLATE. NAIL NUT TO EXCEED 1.5.x` TER COMPLETION OF REPAIRS. TRUSSES MUST BE INSPECTED SY ADDITIONAL NAILS THROUGH EXISTING PLATE AS INDICATED BY THE TI�ANCEMt�ITHAALTP�i�E pgjC,NS A DOCAL ISPECIFILDING CATIONSNT TO ASSURE (N) ADD CIRCLES. -� (E) ORIGINAL PLATE MUST BE UNDISTURBED. ::ITg i 17-5-12 `34it'e'� OVER 2 SUPPORTS Rs 1770 N-�cIi�,JJrY/� �® R-07011 M-3'8 Vi OC 1� t C PN OTY>a r TC Il O.P uron caotr[B+s *� ec WARNING."In Iw ie 1 m'm a« 0 0 0 o a o R INPOFaTANT A lar T1c acsn+lslac rsa an a aYQ1 a efal nsn as �y TC DL 1 0 SF 1� C=3 dYfea allM an" P 1511 a ••:�•°:r� �„ 5.0 0.0 PSF O 26ntlt C90'"Tan rQ T� 6 !" car. srt6lWeaEleTlrl. a1tElf suvjt9CLLofty CD�ti1�B N lAca Cmm DW.I k L&TO MIL pr[m 111r/T �e11 C�3M5 ��© p +la �x''S, Or1&Rlast IKATW W 11111 OCftVk MO rnstt mos - :n fr"Pal M. tm.,. 1rslea wyauvl MITw 1'ifTly�t1 �iTw[s(Tp, 61D11 � OT . L0 . Q5. 0 PSf ua�yCTwo TalwtslAO ws t nt ,a e11clT�'s a0ue �acm —Ate oi►rolt ra Tmonell *i 15 sut 6V 1183 dM11G4VOlsttl[oTHCNM�Tta1 oC'�[cIto 1� 01"WU ►rc11C1[i 1. W1'B< a wMI] �, �'OUR.FACn aT r, ue wµl wT CC nEctto unm+ to .x. odea VAI. otslCa to THE Tilts [HtcnaH ceurluclen. ! 0� PA NG 27.0 L1 C1 U =� (� 1f1U35 r�<TF i'r111111E 1'«. 1'1:11 NS11U"IK pE31ct• 1/i ClflCrtT t<M Fon rale CN.:1tRY17lla 7 ►, FJ r m rr m A t590 7 50!60 18/96 -p L LP15 N PgC a f i� :. - ,. _ "_ ',„ �a ;' -- ,� J � _- - �,' � ,� -- N _, �. _ _ �� � _ _ _ � �,_ __ A ;, - _ _. �._ � ,�� � - � _._ [� 3 ,r -' � — - - _ _. _�.. .. .. S_ ,. ' �� ' _.. � - � -�. .. ,., ., i ��, . .. � r .. � � s � /.� � a' '► i � � � � r, ,� � � �� - - = l�� ,�; _a - _l k'� t' l r t -Y O JOD' ORTON--JEF MITIWA 1VZL-116- TOP CHORD 2x4 FL 111 : T3 2x6 FL 42. v\ BOT CHORD 2x4 FL 01 a WEBS 2x4 FL Standard :W12 2x4 FL #I: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE t 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED CURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. R427 (A) 1X4 i3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. REQUIREMENTSAOFSIMCS9.0. RESEARCHINSTALLED REPORTCf2949CE WITH THE (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00. O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (F) REFER TO DRAWING 3.027,999 FOR GABLE FILL DETAIL AND REQUIRED BRACING. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED OR2BETTERGCONTIPNUO7SDLATERALABRACINGCSPACED @72.00'3O.CF.. MU T BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �- 15. 11 "7 `�--- 12-6-9 --�--6 58 (W) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED TO WIND ■ k PRESSURE. TRUSS DESIGNED IN ACCORDRICE WITH UBC-91ed. FOR 75 --17 5 12 17 O 3 3 MPH, EXPOSURE B, 0 TO 151 ABOVE GROUND HEIGHT. R-1731# W=3"S C C=3 O O O G t=3 0 0 o c O D O O C L� C� C= cm �ALPINEcm� cm TRUSS C= L=3 >7 d 1= rJ 34'11'8" OVER 2 SUPPORTS R=676PIf Wn4'3" 19-0-13 (0) 14 (0) THIS AREA OF TRUSS DESIGNED TO SUPPORT 24" TOP TT CHORD OUTLOOKERS. GABLE AREA TO SUPPORT LOAD NOT TO �, EXCEED 10 PSF. m " •+ PLATES ARE 1.5X4 EXCEPT AS NOTED. m o cn -0-L I TIS' a C Ui m ID m N A W IA 0 A -..-DSrSN CRIT=UBC OTY 1 TOTAL n 1 r nL-= AI. - '- '--- ALPDIE [LSIIa<EPED P0DIAACIS. IHC. K#IMPORTANTNX SHAu Got t" PEEPDILSIGLE FDP AHr TNb'SES REOUIFE EXTFENE CASE WARNING In tum I E. EIICCI100 JOID QT,Of fy TC TC DL . O P F 71^, -42826 TE • /96 74Yf AtIO1 FROM THU MITCH 09 THESE SPCCI M010M OR &W FATUSE TO WILD TK TRUSS IN C41s4FNA110E KITH GSM 0 111. SRACTOG. TEE "I"' DY 1a7 EEE TIUS EESISN Fag ADDITIOIULL SPECIAL PPYArEDT I "1.- ��Q ' A T�� BC OL 5 . O PSF � W6 AUS B8 80143504 F� CA - AAP)m CoICJEC10i5 I ".OF 404A SAU STEEL W171M ASIR A4/F 0 D EYCEPT A5 1XREO. AYFLY Vm%TCFO� TO SASH I+CCE OF VAPEV&SM. U14933 OTIEAEI$ 10010 ll T f� CONO SHALL BE 1.411MLLY ERILYO 14TH FROF •� r A BC LL (U) 0.0 PSF TW" Ag10 UIIESS OINECIIISE LOCATED 1Y.1 IHi5 CES1G4. POST 11018 CDtAXCT04s FER DRAr1115S 130. 1'30: 150JL•F CESYO SVIw•wS LY AV U04111 FL'1x000 SHEMOINS. 5011014 CI :WITH PRPPEALv AT1AElm DIG10 CEII.3% •- � 6�! 7t TOT.LD. �— 45. 0 PSF OUR.FAC. • 15 `A C4y0nA H/APP17CA5LE /'TOYISIOLS OT iW L FPI A0 ENW/EEd'S ALPRE' TrA0RCA1 UPDATE IF/1/9I) tip cvA'I FtP"JV1 A OF eIII!. $EAT. WI THIS MANDIG AFPAIES {o IIIE CO 411.;$+1 U7TIC1C0 JFW__ 11mvil4L APPLECA1101. O;t•�Y ,r ("�i !. f�f Iv w aAT $D SHALL 3101 OF Mt 'M 1rCH 111 AIH OFIF.R MCI CESIG9 To WE 114,53 TIIEC110 tOi1FAt10� L SPACING see above Job: OtORTON-- T17 COWL TOP CHORD 2x4 FL 01 BUT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FUR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. (C) CONCENTRATED LOAD CREATED BY VALLEY RIDGE. 3X4 (Al P5 2591} (C) THIS ONG. PREPAREO FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) 5Ul5111Istu nT tnu*o nrn. n )(N*LOAOING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** n c IA) HEM-FIR O BATTACHCONTINUOUS BdANAILS.BRACING BEXEGUALSPACED. 13RACING 7D MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A N SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE m REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. a[ CONTRACTORS WARNING• r a THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS [A[ AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING En m INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU OF RIGID SHEATHING.' TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' D.C. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED_@ 72.00' D.C. 31 ' —1 OVER 2 SUPPORTS R=15550 W=3"9 R= k494# W=3"8 C=3 C O 1= d G t�0 OG D= o .,As a C=7 C7y r> L.I x* I MPORTANT**SHAPIL nor E�AES"D RVEF oft"wFOR Ani WARNINGI"a ts"ana 'Emitoll G o KY[AI[O11 FpOM 1NlS MG[Cfl OR NI_'SE VIEW ECA MA OR AIIT EWCIM; SEE NI1f-91 BY M. SEE IpTS CESIGN TATUM TO CU[LD UE TPLS.S IN COFF M ICE T11D/ DSWD OT FAWt 16.1. FOR AM JOWL fFEG1A1 P•ENI ORAGINO RE LLP113E 4>311MC101S ARE. PAW Of POAA OALV. STEEL IIEE110 ASIX Otnpap NTS. ITILESS OIOEIYISE RA]ICATEtt, TCa A//B W 9 EACEPI AS IaREO. APPLY cOUEC10o5 To EACII FACE or OIDIII SALLL BE LATERALLY ORAM0 CT.N PYAAPER ITA158 A tortm. OAMEIDIIS£ LCCLTW 01 IDIS DESIOIL POSIT 31411 LY ATiAOFED CLIO= SREA7.I1If, ROTTEN CRTiO .A=TOaS PER CAMIFXS 1". 150 t TOOL -F. DEMI STURIAPS Im PROPF.PLY ATIACNEO RIGID CElt Itx -- SEE CC/6TIIN A/APPL.CAOLC FR71131U15 Or 1119 C 1P1 AN DIOIIEfA'S ALP11E TECWIICAL WOLTE II/[/911 FOR FIIOFEP SEAL III IRIS Cfac4rt) APPLIES to IK CA",RI C6P14cIE0 tem cmmu AFII_ICAtim. IIAPT1511 A COPF OF TNI! Ott 0t1Y. AIN !RML ?JT BE PELITO Mll III A1r/ PRIM MAI 0T9901 I0 DIE IF= IPECFION CINIPAI::o2. � L 3U �. TC D 1 SF A{T 0 5 r BC OL . lT'®PSF . RN+lsa 1* 53"7 A 8C LL (U) 0.0 PSF CIY1� �•��� TOT.LO. 45.0 PSF I�IIII�IIII�II EDF `�T�O DUR_FAC. i ^I5 IE II��II 79 ,y .kb: (HOATON--JEFF HORTDM / T21 CANT HIP m TOP CHORD 2x4 FL #1 J2 2x6 FL #I: BOT CHORD 2x4 FL f16Bet. WEBS 2x4 FL Standard :W2 2x4 FL 01: Q. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. NOTE: REACTIONS R 6 R3 ARE FOR 01 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. m N IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS B 24" O.C. A RIGID CEILING OR 2X4 #3 H.F. OR BETTER OR CONTINUOUS LATERAL BRACING AT 72° O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOH CHORD. 3X4 (A 1 3s S DWS. PREPARED FRDH c BY ACING TO (AjBE 4 03 EOUALLYM-FIR OR SPACED. BETTERCONTINUOUS WITHN(2)SBdATERAL BR NAILS. BRACING MATERIAL TO BE SUPPLIED AND AT SUITABLE SUPPORT BY ERECTIONATTACHED CONTRACTOR BOTH ENDS TO A R£OUICREMENTTOR SAOFSI.CSB.OE RESEARCHINSTALLED REPORTIN C*2949. WITH THE (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. 1I HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0"oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00'oc. ATTACH WITH 2-160 NAILS 6 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 DETAIL 33. OR HSUPPORTUHIPRRAFTERSHEET WITHACRIPPLESU@ EVERYOR CA -HIPS 05-07-14 FT. oc . . 31' OVER 2 SUPPORTS R-2950# Y!=3"8 J� �►� ! R3=19711E •- • ._ R tni 1 4�e`► ..� 'L I V.- ALrlNt 11caLulm LIML I uuq, EEFUT(ON TC LL 30- W IMPORTANTIE'CL1.011WSE";StrwcRw"rOGAANTi WARNING,""'1iAH C= c o 0 0 o oun-tun. TPI. SEE TOiS OESM aoRoi y TC DL 1U•0 FISO CEvIATtON FPC* 7NI5 MUGN OR IHFEE SPEOIFICATEW. OR A9Y %U TH BY Tot- SPACtM. SEE H1D-91 BY FOR malirlo"L SPECEAL PEWNL'ENT ERACIIK Q• A PSF FAILURE T9 AUILO TOE ToUS9 TD COVFOW"CE OSTBD T ? BC DL(5. HDIIE COVEECrORE ARE "M OF ?)PA f✓.lv. STEEL 1G_EMS AST"OUEl2MtHT9. A4AE rA B EECEOT AS NNE0. APPI f COINFCT4tiLS IO EA'Jt ►ACE OF IIA.EBS Dlll`_mts: 11"A7t0. GOER ENOL BE L%IER►ILT EQ"ED IIITH P S '' '�Wu);Eao95 BC LLU`•.O PSF AFI� TRUSS AM 9MESS OTNEIMIBE LE4CATED CH T1RS OESIG9 F051TIDU LT ATTACIED K -MOOD S1EAUUM 03"0" C043845 PRCOEPTX Lr1A6E0 Rina CEILIU: -- S TOT .LO. 45•0 PSF PER DRAEINLS 130. 150 E 16DA-F OFSM SWUM& RI14 6399? * OUR. FAC. DORFCAH tE/AMICABLE PF041SIC415 OF IDS E 1Pr r1 EISII[ER'S sRLL1AS To In "ILI. IBIS 1V41UD[NaAI ALp F. IEunctI. "F.TE (1/1/911 FOR i1CCUICHA TP1155 EPEn76r CUUTi4CTrIi1111 �.� 1r1 1/ ` 11 SPACING SEE ABOVE CM = C..7 r_m r_ --j %.7 /IO1NfPRCIED LAT.M� 1t[l1 BE1ES PEtl@f ,,_191 . Imre M ATE I16111UIE. 1OS • $991 1011ODAL DF9lDN OLSILNLTO 91ECIMA110D rOR t/9C0 1OMIPUC1794 ifOf E NFA. 0 To s EL ¢ (n .z 0 M (' M a. Cc E c job: 0 / TIF TSC GE CEP TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 :Wl. W2 2x4 FL iii&Bet.: 2 WEBS 2x4 FL Standard :W2, W5 2x4 FL III: (CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 3X4 161, o e (Tvp)--.-.._.i`1 4X4 3X4(K) THIS DWG. PAEPAREO FROM COMPUILK INPul avaun 6, UIF•,E-aAV.N. .auo.11 1 ,. SMALL NOT BE PESP"JOLE FOR ANY IN HTNOLtm ERECTION �y t7 Mx*LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*FIM n MIAMI FROM IMS DESIGN CR TPESE SPECIFICATIONS, OR ART c PLATES ARE 1.5X4 ECEPT AS NOTED. N CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. -4 (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. to d Cn SHIM ALL SUPPORTS SOLID TO BEARING. AC46 00 E fNCEPC AS FATED. APPLY CONNECTORS 10 EACH FACE OF CHDRD DULL BE LATERALLT BRACED MUM m IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED In Ln @ 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. C= 72'00" O.C. LT ATTACHED PLTNOOD SNEAlNl116, co1TOM WITH Pi40PEFILY ATTACTEO RIGID CEILING - MOR BOTTOMSPACED TO TTHEBRACING ATTACHEDLATERAL PROPERLYCONTINUOUS USTBETTER CHORD. (W) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 MPH, PRO ISTD S L TPI. AN IMINEER•S EXPOSURE S. 0 TO 151 ABOVE GROUND HEIGHT. I[ 2X4 TOP CHORD FILLER BLOCK. ATTACH TO TRUSS WITH HEEL PLATES SHOUN TRUSS PLUS 2X4 PLATES AT 24" O.C. CCWOOR M/APPLECAOLE OF h•06 APPL TO OfPICT[D FERN NOTE: THIS STRUCTURAL GABLE TRIiSS IS DESIGNED TO BE USED ON AN AI�}� ENCLOSED BUILDING AND HAS 24" OUTLOOKERS. GABLE FACE TO SUPPORT FILL LOAD NOT TO EXCEED 10 PSF. SEAL 0M 1"78 CRAWIFO ITS THE COMPONENT IN DULY. AMD SMALL MOT BE RLL IED UPON IN ANY DIVER MAY. 3X4 7 P7 3X4 ! 4 - 2.5X4 2.5X 2f6 X4 5X4 2X6 1-6-0 0-1-12 0-7-10 0-6-15 0-1-12 7-3-14 7-3-14 -r-1-2-9--4 111-8-51 2-9-8 9-8-10 9-B-10 T 2-9 88 25'0'4 _I OVER 1 SUPPORT ' R=135 PLF 'W=20'0"4 -ALPINE DESIGN CRIT UBC OTY I PLIES= per TTA - - mu,r SPORTANTWWALPIRE 041EEEREO PROOUCIS, INC. WARN7TNl7 SES REWIRE EXTREME C=3 V= Cm G = O SMALL NOT BE PESP"JOLE FOR ANY IN HTNOLtm ERECTION �y MIAMI FROM IMS DESIGN CR TPESE SPECIFICATIONS, OR ART BRACI16. SEE MO -OI BY TPI. SEE THE KPAILMENI BAACI C= p [� C= C C= I= Q FAILLPE TO BUILD THE IMS IN COAFDMPANCE WITH 04108 ET Wt. ALPINE CCMfiCTCRS ARE BADE OF E06A DALY. STEEL 34ETIZM ASIN FOR /DDITIONRL SPECIAL OUI2EIENT6. UNLESS OTHERWISE TNDICAtt y rf„ d [� C=I C= AC46 00 E fNCEPC AS FATED. APPLY CONNECTORS 10 EACH FACE OF CHDRD DULL BE LATERALLT BRACED MUM AL P IN C= iFAZS ARD TLILES3 DTHFNNISE Lac Al EO ON THIS 13ESISK POSITICN CON4'CTDAS PER ORAMING.6 130. TSO C (SOA -F. DESIGN STANDARDS LT ATTACHED PLTNOOD SNEAlNl116, co1TOM WITH Pi40PEFILY ATTACTEO RIGID CEILING - •`.,3Mfj 5{[ '� [6 Or Ti O C= PRO ISTD S L TPI. AN IMINEER•S WIFE TECHNICAL LPOATE (r/l/011 Fall I[ [_ TRUSS [= CCWOOR M/APPLECAOLE OF h•06 APPL TO OfPICT[D FERN 1MTMAlC APFLTClTICN, fLNVTSH A COPY DF 1 AI�}� SEAL 0M 1"78 CRAWIFO ITS THE COMPONENT IN DULY. AMD SMALL MOT BE RLL IED UPON IN ANY DIVER MAY. oi4IGN TO D0: lwS EREc110" WHIRACTOR. 1. t lfjf C= C= C= C= = C= ■_-TPI - - TRUSS PLATE INSTITUTE MOS - 1939 MLTIONLL DE61C9J SPECIFICATToN FOR Now cw'siaxisch r L``O� 7. Or C� 3X4 —op TC L -'4A ar TC p0. G SC OL 5p0 P,�Sf ,,.. s SC LL (U) 0.0 PSR - TOT . L0. 45.0 PSF OUR. FAC. 1 - 15 SPACING 24.0" 2: O J0tr MORTON --.;EFF NORTON) / T11 TOP CHORD 2x4 FL Of 80T CHORD 2x4 FL /1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00. O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (W) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 MPH, EXPOSURE B. 0 TO 15' ABOVE GROUND HEIGHT. 2.5X4 (A1 01 THIS DWG. PREPARED FROM COMPUTER INPUT [LOADS G DIMENSIONS) SUBMITTED BY TRUSS HFR. 0 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE In. REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c U) (U} 10 PSF BC LL CHECKED PER UBC CRITERIA. CONTRACTORS WARNING: ru THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. m IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. c OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" a.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X4 (A0 1. 2 5- WW 5X4 —20'0"4 — -ill _._ �.._—..,—�.._.--►�e 0 --- f2-6-2 12-6-2 1'2-9-B P.- 9-8-10 "b� 9-B^-10 - 2-9 8 R-11260 W=3'8 25'0"4 ----- --I OVER 2 SUPPORTS R=1126# N=3'8 7-1 � N o 0 0 0 0 0 **IMPORTANT*W""JRs *%RJEEOID PaCOIrIS. OIC 1SOJIgF Ex"EI£ "A"' WAANINGILE QE TC LL 30.0 PSS REF tR427=f42 } oo FOR Am,7s NET ILTIOR Bawl T47S OESIaD w IIMESEISPECISIMIBE US. OA JIM 8=11. SEE Ka -91 89 IPI - SEE *3114 CCUGH Py TC DL 10.0 PSF D Y'E 0 /2,2 96 oo rA[LDAE 10 eYILD THE 111H33 IN COWOMMVE IIraI INSIE6 sT IPI. F04 A00m01AL SPECIAL PEPIIA0N1 40ACDA ME �� CO ALPJM MINCTM Ave ILLS! Ct IDEA 0A1.V. STEEL -EVIHO AS14 OJIP91AWIS. OIAESS DTIERyISS TI.DIC&IM FCP � y � � BC DL 5.0 PSF DRW CAUSR4271eBI43SO =1 AH6 Da 6 EMEPT AS MICR. ►WEY CVPIECf0011 IO EACH FACE CF CFMPD SWILL HE L4TEP1LLt VAMP WILY n Z L.L (U} 0.0 PSF 1 CA -ENG MC "r-,1 _I TAJlA AW 114ESS OTIEMISE IWILTED WI INIA MSISL• MIIIVI Lf AIrAC,iO PLymm FIEAIHJnF. HOtICN C304 G3q§BC E111 COAMcf0aS PED 01Al01IICS 271. 170 C I604•F. CES16L StlmAAr*S WITH PP.M4.1 AT1AEWO PI67D CEILLI3 -- SE 6} *e+�j7 TOT.LD. 45.0 PSF_'T -A, Cw•TnanW/101011[r.IelE FDH+I/Ialf Hf ws t rol 4y E1[jItEED'T SEAL 9A UNS rJipDRO AIRIES TO lIf CMUII[MI OEPICIM DERE 1lPrIE IEUFgPI IF WIE I7/1/41i !OP KYdE�Y` CIIT01ALL Mr-LICAT109 rlllEtl91 A COP! Of Urt5 15 IL L+I.T. A/2 SWOT NPI YI FELIlO LWtI Dt APY OUH'N WAY. CFSICO 10 USF rIIhS CICCrIt01 L'l'IJSPACIIR.I DUR.FAC. 1 • 222 EEE O C7 C� O f�7 rl II I, -taf Ira LS PLAff InstIMIE. I= . I9nI C311011AL OISIMI ffiY.CIFICAI ION F0H 011:011 CtrISIPLC11na 'jf AP wul� SPACING 24. 0 Job: OIOATON—,JEFF HDRIOM / T19 TSC FBOP CHORD 2x4 FL i1 OT CHORD 2x4 FL 01 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (W) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 MPH, EXPOSURE B, 0 TO 151 ABOVE GROUND HEIGHT. T THIS OWS. PREPARED FROM COMPUTER INPUT (LUAUS s ulrltnsluna7_SuRHi11111V air IME nrn. n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE )P - REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949, c (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. a CONTRACTORS WARNING: N THIS TRUSS IS DESIGNED TO SEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING tio INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU OF RIGID SHEATHING: a TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED w @ 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. to OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" O.C. o MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N X4 (A 1) —r3 (v8' T1C\ 10-0-212-6-2 �� 10-0-2 9-8-10z- efk, J/z©I n —22'6"4 -� b w �qljtvOVER 2 SUPPORTS! - O��% R=870# W=3D8 R-11570 W-3"8 � L7 O O O O o IMPORTANT *W"'" EN61HEE4ED PROO cls, =- WARNING Ru"Es fEDDIW "'Em C4HE eaF TC LL 30. 0 PSF EFY RT427--42824 o O SPAM LOT DE AE"ISTDLE FOR A97 CLYIAIIOA FFM TMS OEshm DN HESE SFECErLCA710N5, 0R AD7 1H PAM11N0, C KC110H AqD a mcm. SEE a(6.9t er ;PI. SEE THIS CES) W QA 4 TC OL 10.0 PSF GATE 05/22/96 L7 O FAILUPE T/ 9JILD 1RE TMJSS IM ODDFC(MAHCE WITH MOO IY TPI VIM A001770"Lt SPLCIIL PEAMUE141 50lCI1G 41 O Cm O O ALi119 (7JlLECTUM ASIS ME OF 200A EALV, SIM VEEF7•'0 ASTS 0D11SEATS• MISS OTW-muse VVICATEIA, TPD h 'y BC DL 5.0 PSF DRi! CAUSA427 56143502 c1 L= 1= T=3 A44 CA 9 EYOCPT AS &OTED. APPLY cu"Mft4s To EACH FACE IF CIIOPO 54411 Of LATEPILLY e4ALE0 MITA PNOP L" '�' BC LL (l1) 0.0 PSF CA—ENG MC C= ALP i N -M: AM OKE6C 071E4"tSE LOCAIEli CH NIS DESIQ4 PDS11101r Lr AIIAVIED RIKOW SIMAIHII.C, 6011UR CHO4 043845 C C°glEtt(g9 FE4 O4AIfJNSf fi0. 150 t ]/CA•7, OES]pl SIAILV109 rU1N I+RpiErLY AfrACIgiD 47010 MUM -- sE t,� 6,301 * TOT. LD . 45.0 PSF IIIII� p TRUSS C� [011010( H/AFFLICABLE PFVJIS1011S OF WS C TPI. AN E141111ER'S SEAL 011 I'll9 Ouni1G aPPLIE9 1/E FED IEnL Al PRE TECMIICAL WDATE (7/t/911 FO 4 PRTFO DY1YWAll APFLICAT ION rLmmi A CUP( OI !IRS * tiA" ! 15 III'III jl'UIIIHII 'll4''' �,ZZZJJ' �'Htl1( I''ll I('� o -, TD COIF OIIEtu !]EPIC n1 00Lr. ADD SIMILE HOT Be TELIED UPDt1 IN Al r 0111r11 Ful, eES1R! l0 ne ]Puss i"ECl101 Cnllhl/ TLYI. J' i DUR.FAC. . IIID/'II 4 ZZ O _ LJ t7 G] n O .--ID[ ifOJSS fY AIE h19t11uLE_ 105 - ID41 14117UHLL D[SfG71 91'ECtr I CA r 1011 ►OR MID GOTS IrlICI W:1 ♦' / �f fft l\ �� SPACING 24 • 0" f r Jbb., (NORTON—JEFF HORTON) / IISA TSC TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL P1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 OIMENSIONS) SUBMITTED BY TRUSS FFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE 0 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA, n b. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. ^' MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD IN LIEU OF RIGID SHEATHING: cn OP CHORD TO BERDD BY PROPERLY PIAEG PURLINS D.C.INADITION. RGDCILINOR 2x4 03 s OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. ED MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. to 0 cu 10-0-2 - "fie iu-u-e_ 10-0-2 1 -20'0"4 R-9010 Wd3:8 OVER 2 SUPPORTS II Am901dI W=3"8 -3 G p O O C **IMPORTANT**&LPIM EIIGILEERID PRODUCT& IIIc. WARNINGIRUSSES tEBUIRI ERIREYB CCRC C=1CEylAT109 OATRUSS SKUJ_ W BE RESPCRL3rBLE FOR ANY fPCN iBI9 BE914`l DR HESE SPECIFICUTIOPl3. UI IUICL113n EIIECIIDII A9D TC DL OR ANY FAILURE TB BUILD TOE rFLW D! CA'.U'BPIocE MIT" BPACTI73. SEE hIB9l By 13I. SEE IN, CES 1S0 C� CSTBB By 7Pt. ALP714 COOCEGTW9 ARE WDE OP V4A CALF. f0R ALYJTTidILL SPECIAL PERW/EDT liRAt [!6 qI � SIM NECtimo A3TR 4446 FA 8 EXCEPT ES AOItC, APPLY CCUARICAi 14 EACN F� OF DUIRpe!ItS. ",M DTNEQAI SF F:Dlr.LI(D, 10► o r`� MG MESS DtREP1g9E LCCAIEC 011 THIS BESI6LI COBPC 59ALL BE LATEPALLI DPACED MITA P1CPZR rm POSIIIUN CBIJEC"AS PER CRAIIIAC.S M M B 16DA-F. DESICII BTAIZXWS LX AFTAOED PLYIr0 q SIEIIRIIT., s01 T4T1 CHORD ORD •[TN raDPEPLy A11lCFED g16[D . Sotrf' D = CBLfr.P71 Y/APh ICICLE FRDYISTCTTS CF RDS C 1PI AN, E�O11EEfi'S SEAL nl TOTS uu7I116 APFUEs r0 W C*'VCrolr -C 1LP tlE TEWMAL WDAIE U/L/911 FCR PFCPFQ cm p T= M3 CErJC1ED IERE IL' vaY, APD S1pIl IDr IIC DEL IETI Ugyl IR AqY OIMiR COYMALL APR ICA 1709. F{1t11SN A CAP/ 0► 11115 r.'1 rIT L-IPr . ru.ee a. •re .._.... _-- _._ _ 4CS ILII to tl! rI055 E rZCIIOR L1Tl1I MUNI. TIc1-A �8• 44 460 A/A/1/[l/_/_/c 0e.. .'7 y kD zi N kD m TC LL 30.0 PSP R R427-- ��>. �Fy TC DL 10.0 PSF DATE 05/ y C DL 5.0 PSF DAN cI►usa427 43845 C LL (U) 0.0 PSF CA—ENG MC( tp,•6301 * OT.LD. 45.0 PSF C1Ytit OUR.FAC. 1.15 iil�l�ll��ll�lll o���r SPACING 24.0" y kD zi N kD m RESIDENTIAL ;058-81-0-021 93-2185 B E HORTON, JEFF 14862 COUTOLENC RD, MAGALIA SHOP OFFICE COPY Address GAS Meter By Date ELECTRIC Meter By Date��"��i JOB FINALED (Date) 12 Signature 1 V=OK O = Not OK Not = Not Readyable MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location-Teat-Wrep: / /"L"ft. / /"Nat. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2 Footings; Size -Spacing -Marriage Line 3.. Gas: MH Teat-Demand-Valve—Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Tat -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKL COVERS. CARPORTS. GARAGES. (Plans)OK except #'a ii - Griders and/or hood Awn.; Posts-Beams-Rftm. Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Colum - onnections-Splice-Decal-Enclosures 6. Carports; WI s -Doors Frmg; Sils-Anchors-Studs-Rftrs-Trusses Siding; Nailing -Veneer -Stucco -Mesh (7 q,Y. Ext.; Steps -Doors -Landings .i 0 Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 8. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards- Ina. to Main In Conduit 9. Health Department Approval 10. Plumb.; Cir. Tat -Water Supply Tat V=OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL ,(Single & Duplex) Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11.. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums &'Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor-Naii Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Wells over Girders & Floor Nailing 42. Draft Stop in Wells (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties- Puri in=roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55.'Siding-Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Wells -Windows Date/Initials FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic C Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg :Appliance -Fireplace. -Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 -County Oenter Drive - Oroville, California 95965 - Telephone: 916.538-7541 APPLICATION AND PERMIT PERMIT NO. 93-2185 -n ASSESSOR PARCEL NUMBER .zONING. e � � BUILDING PERMIT OWNER ERHORGO TELEPHONE 873-3678 SQ. FT. OCC. BUILDING VALUATION 936 M 1-6-1848 OWNER'S ADDRESS 6040 TIFFIN CT MAGALIA 95954 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN C Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 150.00 ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ 75.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS COUTOLENC RD MAGALIA Permit fee $ 240.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SHOP SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New Addition—LRemodel ❑I Utilities ❑ Installation❑ Other ❑ Describe work: _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS Main service 20CATO 1000A1 37.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professio s Code2nd my license Is In full force -and effect. License .JO. � Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contrac ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& 3.6asq.ft. 32.75 OR ADDNS. ACC. BLDGS. NEW RESiC, MULTI -OUTLET 5.00 NO N.R ESID BRANCH CIRC ITS @ POWER APPARATUS e SINGLE OUTLET CIR. / Ex. Occup( 20 AL _ 764 P\OUTLETS OR FIXTURES IXED APP Ex. DCCUp. OUTLETS ((RESID IREA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00t- Misc. INirin g 15.00 Permit Fee $ 66.25 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating 'Cpoling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes.CONVPE I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against i unty in onse u ce th granting of this permit Date Sign re 44 40..nt — Owner Contractor � Agent ❑ An OSHA permit is required for excavations over 5'0" dee and demolition r construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ c /V TOTAL FEES 3025 1 . h Z DFEES IMP FLDOD CDF PARCEL PD HD IS U 1 I This permit is hereby issued under the applicable provi- Bions of the Butte County Code and/or resolutions to do work inf�ic ed above for which fees have been aid. p ECTOR OF PUBLIC WORKS By Dat 3% PERMIT EXPIRES Date ;3 3' p Receipt No. 143567-105.00 30 �%a a WHITE-D.P.W., FELLOW -ASSESSOR, PINII-IN9PEC TOR, GOLDE ROD -APPLICANT j COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENTSERVICES - BUILDING DIVISION 7 COUNTY CENTER DRaVE - OROVIL6E, CAL SRN 9596`5 — TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET Proposed Building Use Building Inspector At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY II items have been submitted . ......................................... lot plans, 3/4 sets, signed by preparer of plans. ...................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings. . 8. Engineered4,russ details and layout in duplicate (required prior to plan check). ... . Mobilehome data and m�pufacturer's installation instructions, 2 sets. ........... , 0. Fees of $ . ......................................... .............. 1., Impact fees ass own on attached schedule. ............................. . 12', California Department of Forestry plan approval/fees......................... 3! Flood elevation tetter (100 year flood) by California Engineer . ................. . Sanitation and plot plan approval /L Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... - 19. Driveway permit (construction approval required prior to occupancy). .. .. . . Preanspeclon requ� 20. Pre -inspection for required. .. to Bu Id ng inr (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... _. 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ........................................... 29. Documentation of legal access . ..................... :........... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. 31. Existing violations/expired permits . ...................................... 32. Plan check list . .............. .................................... . 33. -34. ti When you issue the ermitL roces as follows: Mail t owner. Mail to contractor. Telephone and hold for pickup at ��} t2�_ office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept Copy of plans sent Health Dept. The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: _ Fire Dept. _ Dept. Other Air'Pollution Date Date rcle new item not checked above). By t -I - Contractor, designer, owner, was advised of above required data by _ phone —mail Counter by _ Date Contractor, designer, ownerwag advised of above required data by _ phone _ mail Co ter y Date Plans checked by Date ��G� Plans approved by �� Date 3 Sets of plans on.hold in File cabinet AP folder _ Copy - Department of Public Works 2?- TO: Building Department FROM:: Environmental Health SUBJECT: Sanitation Clearance (&ner I:.II. 111 : u.l•1 Hol flan AllmIml .- Flom Thin Aluich, 1PI11 In II.1),� C/G� �y / li�G cry cry . P Kct Location 0� AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Le�- Clearance for bedroom mobile home. Other t j( �l Sid Hold, final for: I=inal clearance O.K for: OTE: C(� L-nvironme at alth SA-15list Date p" `Q in ) TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance A, OnLocation Plan Approved for: Sewage Disposal Water Supply: Public Clearance for bedroom mobile home. Other Hold final for: Final clearance O.K. for: Q� NOT Environmental Health Spe �11s 8/92 F.M. IIS—r ONLY Hot Plan Aluc ed ri„;,r ria„ nu:,ciwa _moi O Tqsent l;, B.u. 1a_A (• 9-- 93 -ais�s s$ V- oz! APS Private Well ao Date TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 1 Location Plan Approved for: Sex%,a,,e Disposal Water Supply: I'ublic Clearance for bedroom mobile home. Other Fina clearance O.K. for: NOTE: Environmental Special st 8/92 Ii.lt. USIi t1N,IN Plot Ilan Attachcdo Pluur Ilan Amadwd! O Sent t„ I1. U._ tour raIs, C&Q s -x - � I - o z AP# Private Well Date Mandatory Measures Checklist: Residential MF -1 R 11 NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance Certificate of Compliance: Residential Climate Zone approach used. liems marked withan asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. ProjectTlUe Budding Permit M DESCRIPTION DESIGNER ENFORCEMENT prejectAddresa Building Envelope Measures ' Checked By/ Date • §I50(a): Minimum R•19 ceiling insulation. Documentation Author Tekphone Enforcement Agency se §150(b): Loose fill insulation manufacturer's labeled FI -Value. Fenestration • §I50(c): Minimum R-13 wall insulation in framed wails (does not apply to exterior mass walls). BUILDING DATA Area • §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R•8 in concrete raised floors. North Conditioned Floor Area Number of Stories §150(Q: Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no Number of -Units East greater than 20 permfinch. Slab/Raised Floor SOIJih §118: Insulation specified or installed meets California Energy Commission quality standards. [ ] Single Family Detached (SFD) [ ] Addition Alone Indicate type and roWestan. (] Single Family Attached (SFA) [ ] Existing Building Skylight §116-17: Fenestration Products, Exterior Doors and Iconditioned spaces Controls [ ] Multi -Family a'i'm (] Existing -Plus -Addition Total a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified LI -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. B UUXING SHELL INSULA110N - §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §15Q(Q: Special infiltration barrier installed to comply with §151 meets Commission quality standards. Component Insulation LocatlorViCcmm Ws 6150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs Type R. -Value (Aute. to Ramo, D3 isr2. etc.) 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door ROOF ............. b. Outside air intake with damper and control I Roof ...........�. c. Flue damper and control 2 No continuous burning gas pilots allowed. wall... Space Conditioning, Water Heating and Plumbing System Measures WaU ........... .• §110-13: HVAC equipment water heaters, shawerheads and fauces certified by the Commission. Floor ............: §t 50(i): Setback thermostat on all applicable heating systems. Floor ............. • §150(j): Pipe and Tank Insulation Slat) Edge ....i 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation FENESTRATION I�Cn blanket (8.12 or greater) or combined intenonextenor insulation (R•16 or greater). 2 First 5 feet of pipes closest toi water heater tank, non-recirculatingtionof systems. insulated (8-4 or greater).. Eenestration Amo Interior Exterior Overhang Fr=ing Type 3. All buried or exposed piping insulated in recirculating sections of hot water system. (if) (single, double ) Gotta blind. etc.) (shadesaeett. etc.) (yeadto) (metnitwood) 4. Cooling system piping below 55°F insulated. � - O17entaaOn silt S. Piping insulated between heating source and indirect hot water tank ! • §I50(ml: Ducts and FansrTil 1. Ducts constructed. installed and sealed to comply with UMC Sections 1002 and 1004: duan rf0 insulated No Til ( ) to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. East ( ) 2 Exhaust tan systems nave backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible. ; t ) manually operated campers.. East ! Eas South §114: Pool and Spa Heating Systems and Equipment ` SOU Ch ( ) 1. System is certifieo with 78% thermal efficiency, on-off switch, weatherproof operating instructions, west ( ) no electric resistance heating and no.pilot light r ' 2 System is installed with: west ) a. At least 36' cope oetween filter and heater for future solar heating. Skylight ....... b. Cover for outcoor Dools or outdoor spa 3. Pool sysiem has airewonaf inlets anti a circulation Dump time switch. THERMAL MASS t 15: Gas-fireo central furnace. pool heater, s neater or household cooking 1 Type/Covering Area Thickness § pa appliance have no - Ughcontting ensuring repiokohl (Exception: Non etearical cooking appliancewith pilot < 150 Btwhr.) (slab/exposed. tile, etc.) (Sf) (inches) Location/Description ion/Description (kitchen. bath, etc.) Lighting Measures § 150(kl: 40 lumens -war, or areater for aeneral lighting in kitchens and rooms with water closets: and recessed ceiling fixtures C (insulation coven approved. COMPUANCE STATEMENT This certificate of compliance lists the bulking features and performance specifications needed to compy-with Title 24, Parts 1 and 6, of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the HVAC SYSTEMS Minimum Duct individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple Type (furnace, air Efficiency Location Duca Heat Pump orientations, any shading feature that is varied is indicated in the Special Features/Remarks sectioa conditioner, her+i pmnp) CA F UE, SEER,HSPi� (attic, eft.) R. -Value Thermostat Type { gpl i t or nkQ 1 Designer or Owner (per Business s Protesalana code) Documentation Author. Name: Name: TitkrF•mn: Tide/Firm: Address: Address: ' Telephone: Telephone- : Q! I10T NATER SYSTEMS (signature) (date) (sig re)VV/ (dam) Tank R Value SVSICm Type (sterage gas. etc.) Capacity Number Enerey Factor Ext- Tank TnR _ ni Rtri heti n,n Enforcement Agency Name: Tide: Agency: SPECIAL FEATURES/REMARKS Telephone: (signanrreistamp) (nate I Point System SummaryiClimate Zone 11 1. Ceiling Insulation 114591 3t or R -value 1381 U -value 10.0281 2. Wail Insulation(3 or 065 R -value 1191 U -value (0.1 3. Raised Floor ins I�t�tonN_ or R -value 1191 U -value 10.0371 4. Slab Edge Insulation or R -value (01 F2 factor (0.751 5. Infiltration Any Ducts in Unconditioned Space? ( Y / N ) [Y] .001 S. Fenestration Heat Loss 7W, 0 . [lit �, - " Type - U value (0.651 Total % Fenes. (161 7. Fenestration Heat Gain Number of stones FarrltN % Fenestration SCShade open Eff. % Fenes. North 3 15 x ► 1: = 7ir East /O • .5 x -27 = s t I South O.Q X -4 = Q West 34 x -1 = Z, Skylight � x ------ = p Overhangs? (Y / N ) 0 2. Wall Insulation S. Interior Thermal Mass /� or .56 % Exp. Slab 1201 Int MasWCFA 9. Exterior Wall Mass Ext Wad Maas 10. Heating System x = AFUE or HSPF Duct hme.11 story: Effective AFUE (78% or 6.81 0.63: 2+ story: 0.881 or HSPF X SEER [10.01 Duct Effic- (1 story: Effective SEER 0.81: 2+ story: 0.871 Shade Eff. Ratti 11. Cooling System 12- Water Heating System 1 Heater Type (SG501 Point Scores Q -2- Zonal Control Adjustment (01 ZOnaaConttol _ Adjustment 101 Energy[0.531 r Est Ins. R -value Auxiliary Input Distribution i IsTDI System 2 Heater Type (None) Energy Factor Ext Ins. R -value Auxiliary Input' Distribution 1. Ceiling Insulation R-value Number of stones FarrltN R -value Ort@ Two Tht'bili- R-0 -74 48 -27 R-19 -5 -4 -2 R-30 -1 •1 0 R-38 0 0 0 2. Wall Insulation .71 Imsuiation in Floor .61 .56 Singw Single - R -value One Two Family Family Mudti- R-value Detached Attached FarrltN R-0 -72 -57 -43 R-11 -7 -6 4 R-13 -5 4 -3 R-15 4 -3 •2 R-19 0 0 0 R-21 1 1 1 3. Raised Floor Insulation .76 .71 Imsuiation in Floor .61 .56 Numtier of stones .46 R -value One Two Three R-0 -14 -9 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 2 1 1. Point Total: 4. Slab Edge Insulation North Number of Stones East R-vatue One Two Three R-0 .0 0 0 R-5 6 4 2 R-7 7 4 2 6. Fenestration Heat Loss .87 .67 52 -7 Sum 1-6 -7 Sum 7-9 5. Infiltration (Duct Air Leakage) Ducts to Uncondilioned Space 0 No Ducts in Unconortioned Space 3 7. Fenestration Heat Gain (based on Shade Eftectrveness Rano) En North .3 -2 East South •15 west -26 tl-vwue 11. .87 .67 .52 51 .87 .67 .52 .51 .87 .67 52 .51 .87 .67 .52 Total 1.31 1.21 1.11 1.01 .91 .81 .76 .71 .66 .61 .56 .51 .46 .41 .36 .35 Percent or to to to to to to to to to to to to to to or Fenesumon more 130 1.20 1.10 1.00 .90 .80 .75 70 65 .60 55 .50 .45 40 less SOT. -100 -76 -09 -02 -55 48 -41 -38 -34 -31 -27 -24 -20 -17 -13 -10 40% -77 -58 -52 -47 •41 -36 -30 -27 -25 -22 -19 -i6 -13 -it -8 -5 35% -06 49 -44 -39 -34 -29 -25 -22 -20 -17 -15 -12 -10 -7 -5 -3 3011. -54 40 -36 -31 -27 -23 -19 -17 -15 -13 -11 -8 -6 -4 -2 0 2811. -50 -36 -32 -28 •25 -21 -17 -15 -13 -11 -9 -7 -5 -3 -1 1 2611. 45 -33 -29 -25 -22 -18 -14 -13 -11 -9 -7 -5 4 -2 0 2 24% -41 -29 -26 -22 -19 -i6 -12 -11 -9 -7 -6 -t -2 -1 1 3 22% -36 -25 -22 -19 -16 -13 -10 -0 -7 -5 4 -2 -1 1 2 4 20% -31 -22 -19 -16 -13 -11 -8 -6 -5 4 -2 -1 1 2 3 5 18% -27 -18 -16 -13 -11 -8 -6 -t -3 "'2 t 1 2 3 4 6 16% -22 -14 -12 -10 -8 -6 -3 -2 -1 0 1 2 3 4 6 7 14% -18 -it -9 -7 -5 -3 -1 0 1 2 3 4 5 6 7 8 12% -13 -7 -6 -t -2 -1 1 2 3 4 4 5 6 7 8 9 107: -0 4 -2 -1 1 2 3 4 5 5 6 7 8 8 9 10 811. -4 0 1 2 3 4 6 6 7 7 8 8 9 9 10 11 7. Fenestration Heat Gain (based on Shade Eftectrveness Rano) En North .3 -2 East South •15 west -26 Skylight 11. .87 .67 .52 51 .87 .67 .52 .51 .87 .67 52 .51 .87 .67 .52 .51 .67 .66 I Fen- Or to ` to or or 10 to or or 10 to or or to to or or or estra- more .86 .66 less more .86 .66 less mote .86 .66 less more .86 .66 less more less 111% -5 -4 .3 -2 -21 -20 •15 •12 -26 16% -4 -4 -2 " -1 -18 -16 -13 -10 -21 id% -4 -3 -2 •1. -14 -13 -11 -8 -16 12% -3 •2 -1 -1 -11 -10 -8 -6 -12 11% •2 -2 -1 0 -10 -9 -7 -0 -10 100/. -2 -2 -1 0 -8 -8 •6 -5 .8 9% "-2 -1 -1 0 -7 -7 -5 -4 -6 8% -1 -i -1 0 -6 _-5 -4 -4 -4 7% -1 -1 0 0 -5 -4 -4 -3 -3 6%- , -1 -t 0 0 ' 4 4 -3 -2 -2 5% -1 0 0 0 -3 -3 -2 -2 -2 4% 0 0 0 0 -2 -2 -1 -1 -1 3% 0 0 0 0 -1 -1 -1 0 0 2% 0 0 0 1 0- 0 0 0 0 1% 1 1 1 1 1 1 1 1 0 0% 1 1 1 1 1 1 1 1 0 1 8. Interior Thermal Mass 1 1 2 method A (Slabon-grade Construction Only) Pereero One 0 Two 3 Three Exposed Ston Stories Stories 0 33% -3 18 .2 9.0 -1 -34 10 -i6 -2 3.5 -1 40 -1 -28 " 20 { 0 5011. 0 4.2 0 -16 30 -10 1 -5 1 , , 5.2 1 , 40 -3 3 -2 2 64% 1 5.4 50 + 4 0 3 0 2 6.1 60 6 5 4 3 2 2 80% 70 6.8 6 11 4 7 2 . 80 7.8 " 8 19 5 13 3 8 90 ` 9 8.5 6 20 3 13 100 6 10 Three Story 6 -9 4 -4 -2 0 Method B 29 Z.8 -69 Ird nlah Floor -37 Raised Floor -15 Mass ; Stories 3.4 46 Stories -32 /CFA One : Two Three One ;Two Three 0.0 -11 -8 -6 -9 -1 60% 0 0.1 -10 -7 -6 0 0 -2 0 0.3 -9 -6 -5 1 1 0 1 0.5 -8 } -5 4 2 2 1 2, 1.0 -6 ( -3 -1 4 - 4 6 5 1.5 -0 -1 1 6 ' 6 . 6 20 -2 2 4 8 8 20 8 25 1 3 5 9 9 Zonal Control Adjustment 9 3.0 3 1 5 11 10 10 4.0 4 6 7 13 13 3 13 5.0 4 j 6 8 14 14 3 14 6.0 5 7 9 15 15 15 7.0 7 3 8 10 16 16 16 8.0 8 9 11 18 17 17 -23 -16 -12 -36 -32 -23 -i6 -75 -50 -19 -13 -9 -31 -27 -19 -14 -65 -4A -14 -10 -7 -26 -23 -16 -11 -55 -38 -10 -7 -4 •21 -18 -13 -8 -46 -31 -0 -5 -3 -19 -16 -11 -7 -41 -28 -7 4 -2 -16 -14 -9 -6 -37 -25 -5 -3 -1 -14 _-12 -8 -5 -32 -22 -4 -2 6 -11 •10 -6 -4 -28 -19 -3 -1 0 •10 -8 -S -3 •24 -17 -2 -1 0 4 7 -4 -2 -20 -14 •1 0 0 -6 -5" -3 -1 -16 •12 -1 0 1 -4 -4 -2 0 -12 -10 0 0 1 -2 '• -23 0 1 -9 -7 0 1 1 0. 01 AFUE 2 -6 -5 to 0 0 1 1 2 2 -3 -2 0 0 0 3 3 3 3 0 0 10. Heating -System Isss Exterior Single. Single- Muni Wall Houses With Ducts (R42) Family Family Mass Delached Atmcted 16 or 0.00 Sum of 1.6 0 0.20 Gas Split Pkg -25 -24 -14 -4 +6 i6 AFUE HP HP or to to to to or - HSFF HSPF less -15 -5 +5 +15 more 78% 6.8 6.6 0 0 0 0 0 0 80T. 7.0 6.8 1 1 1 1. 0 0 85% 7.4 7.2 5 4 3 2 2 1 90% 7.8 7.6 8 7 5 4 3 1 95% 8.3 8.0 11 9 7 5 4 2 100% 8.7 8.5 13 it 9 7 4 2 -15 -5 Effective AFUE or HSPF .15 more One Story House (AFUE or HSPF x duct etncienc7) 5 3 Effective -4 1 5.0 Sum of 1.6 -29 -23 Gas Split Pkg •25 -24 -14 .4 +6 16 AFUE HP HP or to to to to or -1 HSPF HSPF less -15 -5 +5 +15 more One Story House 0 0 8.1 7.9 0 0 33% 29 18 -62- '-53 9.0 44 -34 -25 -i6 4011. 3.5 3.4 40 -34 -28 " -22 -16 -10 5011. 4.4 4.2 -19 -16 -13 -10 -7 -5 60% 5.2 5.1 4 4 -3 -2 -2 -1 64% 5.6 5.4 0 0 0 0 0 0 70% 6.1 5.9 6 5 4 3 2 1 80% 7.0 6.8 13 11 9 7 5 3 90% 7.8 7.6 19 16 13 11 8 5 100% 8.7 8.5 24 20 17 13 10 6 Two or Three Story House -9 -7 -4 -2 0 33% 29 Z.8 -69 -S8 48 -37 -26 -15 40% 3.5 3.4 46 -39 -32 -24 -17 -10 50% 4.4 4.2 -24 -20 •16 -13 -9 -5 60% 5.2 5.1 -9 -8 -0 -5 -3 -2 69% 6.0 5.8 0 0 0 0 0 0, 70% 6.1 5.9 1 1 1 1 0 0 80% 7.0 6.8 9 8 6 5 3 2 909. 7.8 7.6 15 13 10 8 6 3 100% 8.7 8.5 20 17 14 11 8 4 Zonal Control Adjustment System Type Resistance 6 4 3 2 1 0 Other 3 3 2 1 1 0 9. Exterior Wall Thermal Mass Isss Exterior Single. Single- Muni Wall Family Family Family Mass Delached Atmcted 16 or 0.00 0 0 0 0.20 3 3 2 0.40 7 5 4 0.60 9 8 6 0.80 12 10 7 1.00 14 12 9 1.20 1 17 13 10 1.40. 18 td 11 1.60 21 17 13 1.80 23 18 14 200 24 19 14 11. Cooling System Houses With Ducts (R-4.2) SEER Isss 1000 Sum of 7.9 than to Split Pettg -25 or -24 to •14 to -4 to +6 to 16 or AC AC Tess •15 -5 +5 +15 more 10.0 9.7 0 0 0 0 0 0 11.0 10.7 4 3 2 2 1 0 120 11.6 8 6 5 3 1 0 13.0 126 11 9 6 4 2 0 14.0 13.6 13 11 8 5 2 0 15.0 14.6 i6 12 9 6 2 0 Effective SEER IE All OM -21 (SEER x duct efficiency) Elf SEER MP 6-11,13.15 I -W Sum of 7-9 7 5 5 Split Pckg -25 or -24 to -14 to -4 to +6 to 16 or AC " AC less -15 -5 +5 .15 more One Story House 1 5 3 -0 -4 1 5.0 4.9 -29 -23 -17 -11 4 0 6.0 5.8 -16 -13 A -0 -2 0 7.0 6.8 -7 -0 -4 -3 -1 0 . 8.0 7.6 -1 0 0 0 0 0 8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 4 3 2 1 0 10.0 9.7 9 7 5 3 1 0" 11.0 10.7 12 10 7 4 2 0 120 11.6 15 12 9 6 2 0 13.0 126 18 14 10 6 3 0 14.0 13.6 20 i6 11 7 3 0 15.0 14.6 22 17 12 8 3 0 Two or Three Story House 5.0 4.9 -35 -27 -20 -13 -5 0 6.0 5.8 -21 -17 -12 -8 -3 0 7.0 6.8 -11 -9 -7 -4 -2 0 8.0 7.8 4 -3' -2 -1 -1 0 8.7 8.4 0 0 0 6 0 0 9.0 8.7 2 1 1 1 0 0 10.0 9.7 6 5 4 2 1 0 11.0 10.7 10 8 6 4 1 0 120 11.6 13 10 7 5 2 0 13.0 126 16 12 9 6 2 0 14.0 13.6 18 14 10 6 3 0 15.0 14.6 20 16 11 7 3 0 Adjustment for No Tank Insulation Number of waw Masers water Heater Tvoe One Two SG50 -2 -5 SG75 -3 -6 SE -5 -0 HP -2 4 Souse Sba Adjustment Hose Size (nzl Sutttatal Isss 1000 water Heatarhg than to Pam Scare 1000 1499 a0 47 -5 .25 -14 4 -20 -11 -3 .15 -0 -3 -10 a ..2. -5 3 -1 0 0 0 5 3 1 10 6 2 1S 9 3 20 it 3 25 14 4 House Sin AdJusUTIeat SC%W All Maw Size (fr) Subtotal 15M 2000 Water Hasahg to or Pont Score 1999 more 30 0 3 -25 0 2 -20 0 2 •1S 0 t .10 0 t -2 1 -1 -12 0 0 0 5 0 0 10 0 -1 15 0 t 20 0 2 25 0 -2 Zonal Conwal Adjustment All 6 5 4 2 1 0 12- Water Heating One Water Heater - No AuzMM C edBs Dltttttatttn Systam2 PA= Systems Waw txmam Eraspy STD RM Rte No Timor Demtd Fleeter Tvoet Zarm Facior POU Insul On SC%W All 0.53 0 3 1 -9 -5 0 am 5 8 6 -4 0. 5 0.73 8 11 9 0 4 8 SG75 At 0.48 -2 1 -1 -12 -7 -2 am 3 6 5 -5 -1 4 am 7 10. 8 -1 3 7 SE All 0.87 -20 -12 -17 -41 32 -19 0.93 -17 -9 -13 38 -28 -16 IGI All am 2 5 3 IE All OM -21 -12 MP 6-11,13.15 I -W 4 7 5 5 -1 4 Two Warr Heaters - No AmdIIar7 Credits SG50 AS am -7 4 -6 -17 •12 -7 0.63 1 5 3 -0 -4 1 0.73 6 10 8 -2 2 7 SG75 All 0.48 -12 -0 -11 -22 -17 -12 0.58 -1 3 0 -11 a -1 0.68 6 9 7 -4 1 6 SE AO 0.87 -22 -14 -19 46 -35 -22 0.97 -16 -7 -12 -39 -28 -15 ;G Ali 0.80 4 -1 -3 iE AS 0.93 -21 -12 HP 6.11,13.15 1.80 -1 3 1 -10 4 0 t A L W = De th of Pool .� 2 2.. "! A` �1 # 3 0 4S-o.c. _ ___ _... SCOP._. I _.. _ LINES _ 0 fl I ......_ .,_ _ ..__ ..,. - .,........._.. ---- Cont. -- - b., 2. Note ? � 3ot2'o.C. � 10a '. Ea. Way • ,# 3.a i2 Ea.. Woy Qv 5-6 R ..,.....�.�... 18-O0 N a a I' » 31I g PLAN no scaleL.%-Too" DeDepth POOL NOTES O,t.'tyQ, CEC 680 26 BONDING SHALL BE INSTALLED AS DESCRIBED BY THIS CODE. ' y.-�..+lL .►�, FIXED METAL;PARTS WITH IN FEET OF THE INSIDE WALL OF POOL SHALL3 t2 1' ' REINlORCNNRNT 'I18 R1YOiiit Ts t10RQQ11►TS FOR PO4L D=pTtia BE BONDED TO COMMON POOL BONDING GRID. :.5.-1, , 3 a6 g.c. To 8 -9 D 3 I2" Ea Way -2• RII:ZMlORCIMGtB L SX&W SE ' CLRAM* SSCORBLY TIED, AND e fh ! TO ) F � a iliB4� N SUPPORTNO TO MAINTAIN.> CLRARANCE6 AND SPACINGS IWILB 3. RNIN11"WINC SV8 L 20 iR GRADE FORTY L 4. AiiNtli ROPORlIOMS SMALL an ONE (1) PAR! CNKZNs To nolt �,�Q C. i` Trans.. Ms An ONB SAL! '(4w� 2) 1powes. sl<AMD,BA Msum OM R DRYS: 140140611V*& ,g"j# j * $11"i• DAY! A N tnz* M COSPUSSjj IiIE ! .� �',1$v o • ' #� � ,lit �-�---�-. � � ��. vim 'a "9 1?ez 1'-O" .fir � # 3 Cont. Typ, S. X101. G=TB IS PLAC11ID BUM 1N�' PRIOR TO C01lMBNCING OFxRATIONS. Note .7 C. vw;L iNGINaBReD FOR A •THRtB (3.) FOOT FR928TANDING MALL WITH VURSR (3) - #4 '&ARS IN BOND SRAM , 7 • FOR PooLS OVES FORTY ( 40) TO FIFTY (SO-) FZNT LONG UW0/OMt MAINTAIN A MINIMUM OF 5TKIINTY ( Z0) TO TKONTY-FIVE (2S) VERT NIDE 988 TNRZB (3 ) POOL -FOOTING CLEARr itiCE #4 IM BOND SEAM NITR #3 TIES AT TNBNTY-FWR ( 34) ' IMCANS (#4 CENTER. i"' 8• MAINTAIN BUILDING FOOTINGS A HORIZONTAL DISTANCE FROM TBE CL: ; j EDGE OF, TKR POOL EQUAL•TO.THE DEPTE O! NXCAYATION AT TXAT ,.� 12" o. c, 9. POOL$ SHALL BB LOCATED IN FIRII NVB NATURAL SOIL OR AIPPO D Tyl,;'"oi z ' �' 1 FILLS ONLY' . g I I � 10ti ALL POOLS PLACRD IN FILLS SHALL RZQUIRR A SOIL RBFQRT. Ilti ANY DBCRS IN8TALLBD 8HA1014 ELOPE AWAY 11toM POOL. i ' 1 ZZ, NHBRB GROUNDNA?BR IS NNCOUNTERED., . IT SMALL OB IIAINTAXORD ...»..� 2 -*3 Moria. I ! BELOW POOL IMCAVATION AT ALL TINES -DURING, CONSTRUCTION. Ground � i ; .. = C ! A STDROSTATIC RBLINF VALOR SHALL BE FROVIOND NSURN RICE t GROUNDWATRR IS PRNSBNT. TYPICAL WALL . SECTION ` j 13, ALL BONDING TO BE SECURED IN PLACE PRIOR TO CALLING •THE REINFORCING DETAILS American Products I 1 BUILDING DEPARTMENT FOR REINFORCEMENT INSPECTION. 110 scale Housing -Mod. CN•5 ----- ----- or Equal l�OTO BE' .LOCATED IN EXPANSIVE SOIL. ♦ N ALL FOOLS IN FILLS OR ON SLOPES GREATER -THAN 3:1 SHALL HAVE ELECTRICAL CODE- ARTICLE COMPLY wIT �r� �,��� I'L.AIV 4 � �� A SOIL REPIpE�r 0 ,� �- 15" Lop Typ. - ---- !�'O1��LY 'NITFi 20708 CALIFORNIACOMPLY � ��i LJ1r2Cr`��NTS FC7� ♦ E NERDY COMMISSION WITH 2 POUNDING AIVU J • ♦ ♦Ivi 1 \ REgLI1REMENTS FOR SWIM14ING `� POOLS P�r7'V RESIOE"rIALELECTRICAL F' Li fD SECTION _ corer,PLIANC-- �,���,�� SE#,,r,ON ... GH NICHE 1/21*1, o,, f.Sea AN; OUTDOOR SWIMMING POOL SHALL BE PROVIDED WITH DROWNING PRIEVENTION. C•AjLIFORNIA HEALTH -AND SAFETY CODE SECTION 11592.11598. THIESE FEATURE TO BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PASTERING OR FILLING THE POOL WITH.WATER., COMPLY WITH CALIF -OR IA CEC EiEiC7 �6 . - ELECTRICAL CODE- FOR WIRIINU EQUIPOTENTIAL BONDING or ... METHUDa- ac.GURI CUNDUOTOi7S AND PERIMETER SURFACES SHALL HE CONDUIT PER ALL APPLICABLE. IP D S THIS INSTALLED AS DESCRIBE Y H S CODE COMPLY WITH , CALIFORNIA THE EQU OTENTAIL BONDING 13RID SHALL SE ' ' REQUIREMENTS A5 REilUiK2E1� BY 'fi-iE . r ELECTRICAL,CODE---ARTICLE" � 1 ;�L�, 13 c>=U FI�I� TI.1�: SPEclo",c MEr�IcrD ' � I(S) (�) AND (A) C7 2� • OF WIRING R IS, ITEMS 1-5) RER�FORCEMENT SHALL: BE IN'ACCORDANCE WITH . GUNITE (SHORTCRETE) SHALL BE IN ACCORDANCE WITH 3-# 3 Cont. i�- # 3 a 4d o.c: Usk- wall I o ILE co Atli OUTDOOR SYVIMMI.NG POOL SHALL DE - I� w.. / # 3 a, 12 o. cr• PR VIDED WITH. DROWi11NG PREVENTION •{,' �,./� 'o. 16803 'ice Ir". '. Ea, Way , SAFETY FEATURES THAT COMPLY WITH 1.d CALIFORNIA HEALTH AND SAFETY CODE J1J, .Min, SECTION 1 1 59?0-1 7 592F3. THESE 5` 6"R J L L BE INSTAL_E D, INSPECTED • • FtATDft_S SHA bt CI . � �� /. AND APPROVED PRIOR TO PLASTERING OR •� !"i'�� H . • 3 a 12 a, M, FILLING WITH WATER. ' •^ 9i 111 _....._ ` Ea. Way .e C�-• x s► -- -- - »•------"' OTRAIGHT SIDED POOL Ot 3 a 12" o.c. Ea. Way W I� On Bottom # y'R 3 a 12"o.c. •C,��' 5`•0,. Depth '3 # 3 a 614. c. 5'-1" To 8'-9" Depth t � � i 1111 [ I•�� 11 Q SECTION A -A lie"=1'-0" DE R INIMt1�, �� t— • � twOt! t•• • Zt,. « 66 7.1011,09 t 76 •t-0• 21.00 " irk• ,. . ' HIS DESIGN IS IN COMPLIANCE WITH THE 2010 OF THE _CALIFORNIA BUILDING CODE W co ~ N U a4 • Vi , • � Q aS a, 0 " Z � 1 V Q Ar m U I U N J 0 Q i a LU l< LIJ owwwti S.W. ,CNECKSO C. S. �CiA« AS NOTE t ' .114At Mel. • •�tserr. q� ONE • 3 A W= Depth of eo 2 AIAY 18 201 3 a 48"9.c, k7w__111 ___CCOPING LINE-& 401. 0 pU YT ------------- ...... 3-* 3 ------ Cont. Note ? 0 po Eo 1'.c. Way *3,o le Eo.. Way V. 0 *-3 a 12"a.c. PObL NOTES Cale 0 ' L -T V-0" Depth p COM. 'IN PLAN no s C -6 0 26 BONDING 0 im EC 8-, 131 SHALL BE INSTALLED AS DESCRIBED BY THIS CODE.a as FIXED METAL'P)�T -WITH IN.5 FEET.-OFZHE INSIDE WALL OF POOL SHALL 3 12 0.c.•• RRINFORC31111511" AS SHOWN Is ADRQUATS-FOR POOL, SUPTINS S ..............:• POOL BONDING GRID. 10 3 61 6"g.a. or 90916W. (a) FIRM BE BONDED TO COMMON 5'-1' To d'-9 0e th -2. RRIMOMING,vM& SSALL., 88 CLIIAM# 55CURBLT TISD# AMD v V 3 a'I 2' Ea. Way SUPPOWM 10 MAINTAIN CLRMNCBS AND SPACINGS MKILIR • 3. USI MWZM SfggL To as CMOs POM t 40) 4. amm IROIOMtIONi MLL 118 oat (1) , PAIM CUB" 10 no AND 4-84 C. I Trans. can 11w(4-1/2) PARTS. SAND# MBASUXSD on A bor#, LMS.9 *00 SHAIX SAW A STUMM COMPUSS v M jw 6. S. SAIIIJUST 11111110N.GMT8 18 PIACSD IBM" 09 3 Cant. Typ. PRIOR TO CMUCING OPXPATIONSO Note 7 6- POOL BUGINSBRBD FOR A TURNS (1) FOOT FREESTANDING WALL WITH TBR99. (3) - #4 'BARf IN BOND SEAN FOR PWLS One ]FORTY (40) TO FIFTY (50.) !SST Low 4WD/Olt TWOUTY (20) TO TIMMY -FIVE (25) -FBBT KID% 989 TSRS3 (3) MAINTAIN A MINIMUM OF 5 #4 IN BOND BEAM WITH #3 TIES AT TNZNTY-FR (24), INCSIS POOL FOOTING 'CLEARAiv (14 CRMTSR9 MAINTAIN BUILDING FOOTINGS A HORIZONTAL DISTAMCB FROM - TUB 8DC3 OF. THE POOL EQUAL 'TO. TRIP DEPTH OF EXCAVATION AT THAT 3 a 12" o. c. POINT 0 iI POOLS SHALL as LOCATED IN FIRM NATURAL 80116 OR APPROVEDTypical ZI FILLS ONLY* 10 ALL POOLS PLACRD IN FILLS SHALL REQUIRES A SOIL REPORT. sqg• ; 11, ANY DSCIS INIMMA61D SHALL SLOPS AWAY FROM VOOL 12, 161111112 GROUNMItalt IS BUCOUNTBRBD'v -IT BULL 83 MAINTAINED, 2-03 H Ground orit. BELOW POOL'UCAVATION AT ALL TINNS. DURING, CONSTRUCTION. A HYDROSTATIC RELIEF VALUR SMALL as PROVIDED MRSRE NICK CRIONWAIRR is PRZSZNT. 13 .THE TYPICAL WALL SECTION ALL BONDMG TO OF. SECURED IN LACE PRIOR TO CALLING REINFORCING DETAIL$ American Products OF BUILDING DEPART.t4ENT FOR REINFORCEMENT INSPECTION. Housing -Mod. CN -5 E ; t no scale or Equal .TO BE .LOCATED IN EXPANSIVE SOIL. .17~ .2 ALL IpOOLS IN FILLS OR ON SLOPES GREATER -THAN 3:1 SHALL HAVE tzl.� 4 A SOIL REPORT.. PLAIN . . ....... Lop Typ- CEO 680.26 EQUIPOTENTIAL SONDiris o,- -------------- PERIMETER SURFACES SHALI BE U,,OMOLY WITH 0Aj_jF,_QRN1A INSTALLED AS DESCRIBED BY THIS CODE SECTIONCODE- FOR WIRINO -4 THE EqUIPOTENTAIL BONDING SRID SHALL BE M F-TH FJ CONDUO-rORS AND INSTALLEDTOOO PLY Da- SF CABLE M - ------ CONDUIT PER ALL APPLIC (B) (2) AND (A) OR (8, ITEMS LIGH1. 111CHE 1/2! i'Od" REqUIR5MENTS A5 REQUIRED By THE THr FOR THIE SPECIFIC ME JD OF WIRING AN OUTDOOR SWIMMING POOL SHALL BE PROVIDED WITH DROWNING PMVENTION. CAILIFORNIA HEALTH -AND SAFETY CODE SECTION 11592-11598. THIESE FEATURE TO BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PA.,- TERING OR FILLING THE POOL WITH. WATER.. - - --- -------- ----- C OMPLY W I-rV_j 01,�LIF-CJRNIA COMPLY WITH 2.003 CALIFORNIA EG-rpicA ARTIC-1E ENERGY COMMISSION L REPUIREMENTS FOP SWIMMING FOR E- N IREM COMPLY WITH' 1-�) CALIFORNIA —95,g REQU POOLS RESIDEINITIAL N D N G E3 0 NDING AND COA4PLIA)OCE MANUAL SEUTION ELECTRICAL CODEcARTICLE_� 'Rou REINFORCEMENT'SHALL BE IN 'ACCORDANCE WITH' WITH CONTE (SHORTCRETE) SHALL BE IN ACCORDANCE U 0"05;-3.* 3 Cont. 0 3 a 4d'o.c; COMPLY VVIT�-] 201 -.10 TVA- Not z CALIF-ORNIA Ground 3 Ve rTR I TILE ELEC C\L CODE 4� 1wqf S3 ARTICLE 680 1" (0 gxp, 3 a 127C.C. to* rn Ea. Way AN OUTDOOR SWIMMING POOL SHALL BE NO;16�03 41 PROVIDED WITH DROWNING PREVENTION M, �A min. SAFETY FEATURES THAT COMPLY WITH VKIK 5CALIFORNIA HEALTH AND SAFETY CODE -6 R 3 a 12!'0. C. SECTION 1 15920-11592-8. THESE Ea'. Way FEATURES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER. Cw _0 ZE 00 ................ 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