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HomeMy WebLinkAbout079-080-0354 F FRIEDA HART 11 RIEDA HART MARTIN -;b rt Dr,, "0" ,�Jc 5Ha D Alotf3l"', roville r ij f2lplf..,-1 p rmj�i, 11_8 • Permit#1311-88B,P'-E,M(new,s- gle fam�l­ mon --------- 07=90B, -- 7 7 --m—.; Y) s P,E , , �4-MARTIN, Bob' ..,-15 Hart rovilie -sin new,. V gy family),'l-, 558-01B, E, .ARTMAN;.Hugh ' 15' Hart Dr IB Oroville .Contr.: Robert Ward ' .(repair�damage garage) I ds o7q 004 Of) "7 4 1 MY 'n y"M Y.*. l '.E • \ S'r'i•- � . �• � _ :• X36-80-35 , ry { r,, .• t.7. '•`•: , , ; 558-91B,E HARTMAN, Hugh ' - `• .. � 15 Hart Dr', Oroville Contr: Robert Ward . (repair damage/garage) COUNTY OF BUTTE f- DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT No. 1 , ASS3SSOR PARCEL NUMBER -$0-35 ZONING AR BUILDING PERMIT OWNER Hugh Hartman TELEPHONE SQ. FT. OCC. BUILDING VALUATION �n 2,000 , OWNER'S MAILING A.DDR ESS I5 Hart Dr., Oroville 95966 `Hobert Ward ME T3=�1 CONTRACTOR'S MAILING ADDRESS 555 High St., Oroville 95965 Fireplace C%3T.RUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 32.50 ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee ,$ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BiI 01gr l)�t t W,SS 1 riOrovIlle Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 5-00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Eft Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00ea #1 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other)IM Describe work: repair damage in garage (sheetrock and plumbing) 1 Permit Fee $ • Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profess i ns o aq 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. I DWELLING OCCUP.ad OR ACDNS. ACC. BLDGS. , q ft /z¢sea NEW CONSTRES'., BRANCH NO N•R ESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS e SINGLE OUTLET CIR. ) Ex. Occup( OR FIXTURES tAL&ALo30 FIXED APPLN S. Ex. Occup. OUTLETS IRESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 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 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgment , costs, anti expen es which may in any way accrue against id ou y r nsequ nnpee of the anting of this permit X �`� a -t 1 Date a ' Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ E 57.50 HALcuA PARK SCHL FLD PAR PD 1 HO. Iss This permit is hereby issued unaer the appiicable provi- sions of the Butte County. Code and/or resolutions to do work indic ted above for which f s have been paid. DIRE OF PUr�17WORKS BY � Dat h V PERMIT EXPIRES Date Receipt No. �3$ WHITE-D.P.W., YELLOW-ASSE330R. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive • Oroville, 0411fornle 03905 - Telephone: 010/538-7541 APPLICATION AND. PERMIT / 36-80-35 1 '' AR BUILDING PERMIT " Hugh Hartman SO. FT. OCC. BUILDING VALUATION con—Fr­ , orio N M DDn 15 Hart Dr., Oroville 95966 cRobert Ward YRACT! 3-35 i� CONTRACTOR'S MAILING ADDRESS 555 High St., Oroville 95965 Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER None LICENSE No. Plan Checking Fee $ Ener Plan Checking Fee Energy g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 15 Hart Dr., Oroville Permit fee $ 49-50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each pas water heater or vent 5.00 USE OF STRUCTURE SF [�X Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home SG W J_ ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: repair damage in garage (sheetrock and plumbing) I0.00 Permit Fee $ 15.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): P Y P 1 Y ) ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professi ns 0 e a my license Is In full force and effect. a � 1j 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 ACDNS. (ACC. BLDGs. ) , /zQsgft NEW CONSTRESID, U NCH TLET CIRCUITS) NO N•R ESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS.6) (SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES eALoso SALO 30 FIXED APLNS. EX. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 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. NoIce 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 FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities ju gment costs, arM expen es which may in any way accrue against id ou sequ n e f the nting of this permit X y Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE E E TOTAL FE $ - . 5750 HAHALcuA PARK SCHL FLD PAR PD I H. ISS This permit is hereby issued under the applicable provi- sions of the Butte County.Code and/or resolutions to do work indi ted above for which f s have been paid. DIRE OF PU 1 WORKS _ BY DatXZ PERMIT EXPIRES Date 13 Receipt No. IBJ WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE -'DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovlllet California 95985 - Telephone: 918/538-7541 APPLICATION AND PERMIT PERMIT NO. .a& — 0— 3 N BUILDING PERMIT WN Har/r",,,�7 ( � TZtZPM N SO. FT. OCC. BUILDING VALUATION I p COND C M (� ?SLEN [ I'A�J/ r S CONTRACTOR'SM ILIN A.1371. �SS /' rC`) V 9S�j (p� Fireplace CON RUCTION LEN ER UNKNOWN S Total Valuationvi L ENOER•3 MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ _ S� AR H TECT OR ENGINEER �V1Q_ LICENSE NO. Plan Checking Fee a Energy g Fee Ener Plan Checking $ ARCHITECT OR ENGINEER -S MAILING ADDRESS Penalty $ BUILDING ADDR 59 a�+ r rov't Permit fee $ — PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping, 5.00 'T d 0 Each qas water heater or vent 5.00 USE OF STRUCTURE SFZ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G W 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑rr Ilities E] Installation Installation Other Describework: Q r !�0. OL (9 '1 kk �Ct OctContractor t e—c-4 _ `+—/ Permit Fee $ Cr% ELECTRICAL PERMIT Filing Fee 10.00 Main service ;$o AMP OR ORSLESS 10.00 Main service EA. AOD'L too AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. ❑ I, as the owner, or my employees with wages as their sole cnmpen- 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 y NEW.CONST. DWELLING OCCUP. OR ADDNS. (ACC. BLOGs. /x¢sgft NEW CONSTR. ULT' -OUTLET NON-RESIO BRANCH CIRC ITS 2.50 ea POWER APPARATUS d (SINGLE OUTLET CIR. I Ex. Occup(OUTLETS OR FIXTURES eA o5 Ot FIXED LNS Ex. Occup. OUTLETS PRESTO IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 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 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 10.00 Heating Cooling 9 Hood 3.00 Ventilation permit Fee $ LContractor 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 of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is requiied for excavations over 5'0" deep and demolition or construct. ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee g occ CONST TYPE [' TOTAL FEES J FAz CUA 1 PARK $CFL FAD COF ?AA pO ';.40. 'ISSUE This permit is hereby issued umoer sions or the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By the appilcanie provl- resolutions to do fees have been paid. WORKS Date _ _. F RESIDENTIAL 1407-90B, P, E, M '� MARTIN, Bob 15 Hart Dr, Oroville (new single family) ,a t` OFFICE COPY Address ZS -p� Q— i GAS Meter By Dat��ll� ��,,...,//77� ELFCTRIC Meter By a OFFI COPY " Address / v i, G Meter ByDate ELECTRIC Meter By Datk JOB FINALED t Signature J=OK O=Not OKNot s = Not Rpeaady.. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fall-C/O Concrete 4. Water; Location-Test-Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap: / P'L"ft. / P'Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance �1 y Date Card B-1 Date . Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Pians) OK except We 1. Zoning Requirements-Setbacks Easements 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Test-Fall-Flex Connector 6.- Water; MH Test-Regulator-Connector 7. Water and Sewer Connected-C/O to Grade-HD Approval S. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements i 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel _ I 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-koofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements. 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, 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-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 � a �1 V OK O = Not OK - = Not Applicable Not Ready RESIDENTIAL (Single ' = Date UN RFLOOR Plans OK except #'s LA oning-Setbacks-Easeme -Flood-Slope . Ftg., Main; Soils -EI rnd.- A/" Ftg. Depth 3. Fig., Garage; Soils-Steel-Elec. Grnd.- /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped I 6. Stemwalls, Garage; Steel -Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. S b; Steel -Wrapped Piers -Fireplace Ftg.-Steel QeVWV; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation DateG/.il/a.. Card B-1/4 Zl_ Date/,,%&{j-'W Card B-1'F4J4T/ Date Card B-1 Date Card B-1 Date I PLUMBINQ.Rermit) OK except #'s Htr.; Vent -Access -Combustion Air -Baffle ate ' e; Test & Anchor -Nail Protection 1 W.V.; Test -Fittings & Anchor -Nail Protection wer an• Test First Floor -Tub Access 29. ,est. c & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Dat -1 J& Card B-1 Date Card B-1 Da L,1� Card B-1 Date Card B-1 Date ELECTRICAL Permit OK except #'s 22. fixture & Transformer Cleara -Ins. Protection lec. Receptacles a ' Lights & Switches at Doors ize xes & No. of Conductors -Stapled ome stalled Close to Edge of Studs & C.J. quip. Grou de up w/Mech. Fastners-Bond Gas & Water in Kitchen & Conductor Size/GFI 2@-8rrb19MMire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Range Circ./G/ ga�or AI -Oven Circ. / / ga. Cu or Al. Insulated,Ne�tral 0 Yes 0 No rvi -Riser Conductors & Ground -Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. othes Closet Light -Shower Light -Spa Light %3,-9Moke Detector Da Card 8-1 Date Card B-1 Date/ Card B-1 Date Card B-1 Date VECH&MCAL Permit OK except #'s A.C. Ducts Insulation & Support 415- VenrM; Exhaust above insulation onden a Drain & Overflow; Size & Grade ur nce-Vent; Access -Comb. Air -Return Air Vent -115 outlet ttic Access & Platform if Furnance in Attic Dat .'/ 4E � O Card B -t Date Card B -1 - Date Card B-1 Date Card B-1 Date FRA G Plans OK except #'s 3W'Si'>&roper Material & Anchors 40.11&aKs Studs -Nailing, Spacing & Bracing -Plates -Sound 44"Qparing Walls over Girders & Floor Nailing 4 Dr t Stop in Walls (rat proof) 4 . Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. eaders & Beam -Size & Bearing & Duplex) Date EftAMING (Continued) Han -Post Caps -Anchors -Connectors Cing. Joist-Rftr. ties -Pu rlin -roof Brac-Truss-Shthng.-Ring. 47,F4saplap.%Ties or Type A Flue -Fireplace Throat clearance 4 . ttic ess; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Hgt. & Dimensions arage Fire Protection Framing ST 71ropylxy'Cine Firewall & Openings SP -'Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53 i9t* -Headroom-Rise-Run-Landing-Fire Protection Uerty'wood on Roof Overhang -Attic Vents -Rafter Outriggers 56.-f3idi��t 4 iling Veneer ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glaz' g Area -Glass Protection -Skylights -Plastic. s; Nailing -Bolts Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date3 D - and B-114 Date Card B-1 Dat j,1 - O Card B-1 r- Date Card B-1 Date FINAL s OK except #'s xt. Steps -Door & Sidelight Protection -Landings w-BmToRrUe-tector 63-FtrrmrU3; Vents -Clearance -Comb. Air -Connector - In Gara bove Floor-Ducts-Mech. Protection room Exiting .45-el-j.,&Bath Fixtures & Tub Access -Spa qg,erec. Trim & Subpanel; Breaker Sizes & Labels airs s eplace or Stove; Clearances -Hearth 6 : c. Outlets at Wood Panel; Int. & Ext. 7 .Fixt. & Appliance ,Grnd.-Air Gap -Cooking Clearance 7 c. Outle eceptacles at Kit. Counter ge Fire Door; Swing -Landing -Closer Duct in Garage -Damper 74 r.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage ve Floor-Mech. Protection 7 ., Elec. & Mech. Equip. Listed for Location 7 ceptacles in Garage; (G.F.I.)-Romex protection U-fnsUMion-Foam-Looked in Attic es 7 .eck Construction -Post Caps 7 . ens & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 9q.PUttowing instld.; Drive es 0 No; Walks Yes No; Planters s ❑ No jop:lt 81. Stucco; n -Finish (y .C. Unit; Disconnect, Electrical, Plumbing Vents Ab a Roof; PIbg.-Appliance-Firep lace. -Clearance to emngs 814-Weteretl� i�sco}�nect, Electrical, Plumbing xterior Elec. Trim; G.F.I. Receptacle -Underground Wr-Vle-n-tilation Throughout House ass ction 8or�ny1rom Previous Inspections at -la -s TetMeters Tagged; Gas -Electric H� 99r� Z-KSewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Datelo- . ptard B- Date Card B-1 .Dateo_3/-Q Card B-1�i Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) ENER(_. Y INSTALLATION CERTIFICATE Building Owner x &t,y- , Building Permit # z2z411.). 7 Building Location DESCRIPTION OF INSULATION ROOF ance standards and Chapter 2-53 of the State of California Energy requirements: Material Brand Name Thickness(inches) Thermal Resistance (R Value)_., EXTERIOR WALL Material Brand Name D G� Thickness(inches) [o'% " Thermal Resistance(R Value). 2..' CEILING Batt or Blanket Type Brand Name . Thickness(inches) Thermal Resistance(R.Value) . /� Loose Fill Type 0j—jj- Aj A -d -A— _ _ Brand Name .� Minimum Thickness(Inches) 16,A1,. Number of Bags__&_a_;Wt. per bag ' 1b. Area covered(ft.2) 10 50 Thermal Resistance(R..Value) . FLOOR, ELEVATED APPROVAL AND A COPY SHALL BE POSTED WITHIN THE Material 'Brand Name Thickness(inches) Thermal Resistance(R.Value). FLOOR, SLAB : Material-- Brand Name .Thickness(inches) Thermal Res.istance(R�.Value) Width(inches) FOUNDATION WALL Material Brand Name Thickness(inches) Thermal Resistance(R:Value)_ I •hereby certify that the above insulation was installed in the above` building,:' is consistent with approved building department plans and attachments..and con- forms with requirements of Chapter 2-53 of State of.California Energy Requirement: a,tcttA�a .e c, &361-7 I FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO..;:: /4//3 / 6 SIGNATURE OF INSTALLATION APPLICATOR DA E. I hereby certify the required features, devices, and equipment; as shown'on the approved Building Department plans and attachments have been installed and,conform to,tne..appli- ance standards and Chapter 2-53 of the State of California Energy requirements: BUILDING CONTRACTOR/OWNER (lease Print) STATE CONTRACTORS LICENSE NO:;:: ;. . FIRM NAME) IGNATURE OF BUILDING CONTRACTOR/OWNER DATE HVAC FIRM NAME/OWNER (Please Print) STATE CONTRACTOR'S LICENSE -.NO: :,.-•: SIGNAT . E OF HVAC CONTRACTOR/OWNER DATE -' THIS CERTIFICATE MUST BE ON FILE WITH THE.BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 87.2-6307 CORRECTIONNOTICE ER 7-YCJ PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or neodadditio)pal explanation, please contact this office immediately. ,,D&c* Date—/ Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 - 7 County Center Drive, Oro\ii Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE /V E R A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. '-)" lnspectori�� Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Merhorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5M-7541' E I I iott Road, Parad i se — Phone: 872-6307 CORRECTION NOTICE OWNEq PERMIT No. A routine inspection indicates that the following violations of County Ordinance, exist at the above address and should be corrected., Please notify this office P when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date —Inspector =2!!�,I—V7- t COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS,.;. - 196 Memorial Way, Chico — Phone: 891-27,51 7 County Center Drive. Oroville — Phone: 5i8 -754i 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE VNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when corpction of work is completed. If you have any question pertaining to this matter, r need additional explanation, please contact this office Immediately. I tux :� e7 A-1 -r6 3(p tj i 6F- cin f!' (L 'S zd-r-c 1�e - I L-14- 7-c--& Inspector- Date 4, COUNTY OF BUTTE'- DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASjESSOR PARCEL NUMBER 36-80-35 ZONING AR BUILDING PERMIT OWNER Bob Martin533-9323- TELEPHONE SO. FT. OCC. BUILDING VALUATION 1780 8 R R 71,520 OWNER'S MAILING ADDRESS 195 Parsons Ln. Oroville 95 6 420 M 5,880 CONTRACTOR'S NAME TELEPHONE 196 1,960 CONTRACTOR'S MAILING ADDRESS Fireplace 1,000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 4 440 Filing Fee f 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 379.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee 189.50 Energy Plan Checking Fee E$.. $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 15 Hqrt- Dr - Permit fee $ 608.50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 22.00 Solar or heat pump water heater 20.00 LOT NO.SUBDI 3 VISION NAME ^ - C.�v" PA(L MAP Water piping 5,00 5.00 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE SF M( Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 9.00 Building sewer 5.00 5,00 Mobile Home S I G I W 10.00e TYPE OF WORK Newg Addition[_ Remodel❑ Utilities[- Installation❑ Other❑ Describe work: 3BR _ Permit Fee $ 52.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service aOOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneSS and Professions Code and my license is in full force and effect. License No. AlQ367 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 O P & OR ADONS. ACC. SLOGS. , 2/zdsgft 55.20 NEW CON5TR. ULT' -OUTLET OD C', I NN-RE51BRANCH CIRTS) 2.50ea POWER APPARATUS a (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES .200500 FIXED APPLNS. Ex. Occup. OUTLETS ((RESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities,,i 15.00 Misc. lyirin g 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 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 10.00 Heating Dual Pack 6.00 Cooling 22T 6.00 Hood 3.00 3.00 Ventilation permit Fee $ 25,00 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 of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said/County in consequence of the granting of this permit/ . X s��YJ Date Signature of Applicant - Owner ❑ Contractor D4 Agent ® An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30,00 o coysT �i' PE TOTAL FEE $ 820.7 HAZ cuA PARK scHL FLD PAR PD VHD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DI CT OF P BLIC BY PERMIT EXPIRES Me the applicable provi- resolutions to do fees have been paid. WORKS Date V/�AD Receipt No. 66208-820.70 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT ,. - •ti ., _ .�.._'V ...�►tL��~`^t1M1ll. ��71i "�t..+"�1C4: •..^�f•^ F �^ Ab"�i+`/� I s^+�'y f'C"r''ry i r • V�,h`','y *.} �� ���„w.�`,. • y, F COUNTY OF BUTTE - DEPARTMENT,OF.PUBLIC WORKS - BUILDING DIVISION p- l 7 COUNTY+CENT*R DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET i t ' Permit No. Q� OWNER K-1 %L%%��f!� A. P..No. J 3,5 A. Proposed Building Use Building Inspector Date s ` f ?0 F ' At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. .......... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .......................................... r' 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid E-4 EIZ.,. School District fees paid .............. 61 , 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy -of Agricultural Acknowledgment Statement ......... �Ler o ��t ori ion ............................... 27. ti Whe ou issue the permit,, rocess as follows: Mail to owner. Mail to contractor. Telephone i391nd hold for pickup at/ office. Deliver w/inspector. Other i j y. Applicant '� Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent _Health Dept. Fire Dept. Other Date By. The following data must be submitted prio to permit iss ce: jrc new item not checked aI 1. Index permit for above items No. >' 2. Additional items required: Contractor, design owne was advised of above required data by phone__nall_counter b date Contractor, designer, owner, was advised of above requireddataby_phone_mII_counter by date Plans checked by L� Date 5 31qf� Plans approved by Dat —�` .r;A Sets of plans on hold in —1--ri le cabinet AP folder Copy—DPW k BUTTE COUNTY SCHOOLS DEVELOPMENT'FEE CERTIFICATION VORM (One Form per Building) A.P. Number 3(0— �P Building Department No., School District <' City D County Jurisdiction Property Owner J:- ao.74 41,4 IZT-f /u Project Location/Address 1�� 14A Subdivision 19.0 Lot Number. 4 Residential Development: p Sq. Footage./ � 0 # of Living MHI Addition (Group R) Units Commercial/Industrial: a Sq. Footage New Addition (Including Exterior Roofed Areas) Bui ding De artment Representative Date (Floor Plans reviewed by School District Personnel) District Id No. &.17 School District certifies that (Applic'ant ame) (Phone Number) (Street Address) (City) (State) (Zip Code) has complied with the requirements of Resolution NO.96 -OP%`i d, by thypment of $ o2li8o2- representing square feet. School Di t Representative Date PAID BY CHECK NO. BANK NO' 9D- �/O CJ t PAID BY CASH REMARKS: white -applicant, yellow -building department , pink -school district SCHOOL.FEE (8/88) 0 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) Exterior plaster - weep screeds (Sec. 4706). _ Proper roof pitch for roof covering (Chapter 32). Roof covering type - (fire hazard). Rafter ties or bearing ridge beam. -� Garage door or porch header sizes. 0. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). . Attic access and ventilation (Sec. 3205). 3: Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances. . Noise requirements on duplexes. . Adobe soils - special foundation design. . Retaining walls requiring desig . size, or sp i Flashing at all exterior openings. FOR4,5 g- 0@ , MWA Al P .• 5/89 OF 5/89 RESIDENTIAL PLAN CHECKING GUIDE I (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # / �0 9� OWNER I MA-/Z`�r\ /�[ A. P. # GENERAL, Zoning requirements: (sideyards and Valuation. Plans signed by designer. Energy Design and Compliance. Existing violations on property. Items on data sheet. PLOT PLAN er-Iff(Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map or ,1T FAU g FAS road setback. FLOOR PLAN number of permitted living units). compliance document. Complete to scale plan with dimensions. Requ=red windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIsin baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or as equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). DETAILS foundation plan complete enough to construct building. Wvattions construction details complete enough to construct building. and wall construction details complete enough to construct building. onstruction details complete enough to construct building. Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, Guardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). head clearance, handrails (Sec. 3306). Telephone 583-2000 North Burbank Public Utility District 1960 Erin Street OROVILLE, CALIFORNIA 95965 47-88 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works - Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by North Burbank Public Utility District, must be submitted to Butte County. Applicant: Applicant Address: Applicant Phone No.: Property Location (s): A. P. No. (s): Fees Raik DUE: FRIEDA E. HART MARTIN 91 Canyon Drive 589-3759 15 Hart Drive, Oroville, CA 95966 Copley Acres Subd. 2, Unit.3, Phase 2, Lot 31 . 36-80-35 50.00 Application for service approved; ction Fee North Burbar�Fi April 29, 1988 Public Utility District Inspection(s) made and successful test(s) observed: Location: Date: I By: North Burbank Public Utility District release to close permit: Date: By: OWNER'S NAME: RECEIVED PERMIT NUMBER: A. P. #: 3&. DATE &-4--90 RESIDENTIAL F-1 NON RESIDENTIAL RECEIVED BY TIM —5V'0Z) — — — — — — — — — — — — — — — — fRf-0— TO- I f -R —f- fS-§U-A—Nft — — — — — — — — — — — REQUIRED R P MI E] FROM DATA SHEET 'REQUESTED BY PLAN CHECKER F-1 OTHER --------------------------------------- REQUESTED BY CORRECTION NOTICE E] YES NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: -�4-FFEN—�—P�R—Cvl�D—,—�R—CFCtS—�—�-S- fb-LLTIFS: - - - - - - - - - - - - - - - - - - - - - - Mail to owner (Address) Mail to contractor Call Name and Address), and hold for pickup at Deliver with next inspection. REVISED PLAN CHECK FEES PAID: of f ice. $15.00 $30.00 Additional Fees Not Required rNI W A R N I N G Each of the following conditions, if applicable to your job site, will require special setbacks and/or design requirements. 1. Excavation and Fills: (1985 UBC, Section 2903(a)) Slopes for fills shall be not steeper than 2 horizontal to 1 vertical.. Cut slopes shall be not steeper than 2 horizontal to 1 vertical unless soils investigation report by registered engineer justifies steeper cut slope. Fills to support the foundations of any building or structure shall be placed in accordance with accepted engineering practice. A report of satisfactory'placement of fill, (compaction report), will be required to be submittedito the building official prior to construction. 2. Footings on or Adjacent to Natural or Manmade Slopes: (1985 UBC, Section 2907(4)) The placement of buildings and structures on or adjacent to slopes steeper than 3:1 shall be setback according to the sketch below, unless An investigation report from a registered engineer demonstrates code ..intent is satisfied. FOR SLOPES STEEPER THAN 3 TO 1 Face of structure .-s Toe of H/2 slope but need not exceed 15' / Top of slope H/ L euauum but need not u� exceed 40' Face of footing The above items are provided to call attention to special construction requirements for sloped building sites. Required setbacks due to sloped site conditions may differ from zoning requirements as stamped (or) noted on plans. If setback problems arise from these requirements, a registered engineer may be able to provide an alternate solution by designing for specific site conditions. Plans and details for alternate solutions (stamped and signed by the engineer). shall be submitted for approval prior to construction. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center. Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER � — 0 — 3 S ZONI N BUILDING PERMIT OwN AR / 1 N TELEPHONE 533 SO. FT. OCC. BUILDING VALUATION OWNER' MAILING EFIESS Z 75f{ J oCD I CONT ACTOR'S NAME TELEPHONE / CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN Fireplace Total Valuation s , 000 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee S 10.00 Permit Fee Plan Checking Fee $ OD S .5-10 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee S 5%o0 Penalty $ BUILDING ACDRE s 2 D2 Permit fee I $ 0 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Od Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 V Each gas water heater or vent 5.00 r0 0 USE OF STRUCTURE SF,19, Duplex❑ Mobilehomei:] - Other SPECI FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00'p Mobile Home S I G W 0.00 ea TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ 19 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 to 00 CONTRACTORS LICENSE LAW 1 declare under penalty perjury p y of p l y (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. 15?,*YFJ / 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 Main service EA. AOO'L 100 AMP 2,550 NEW CONST. DWELLING OCcYP. OR ADDNS. ( ACC. BLDG S. `L ) ,2 NEW CONSTFL nULTI.OUTLET NON.R �'SI D. BRANCH CIRCUITS) 2.50 ea (POWER APPARATUS 6) `SINGLE OUTLET CIR. . Ex. OCCUp� OUTLETS OR FIXTURES Ieoe oc 2AL93 t Ex. OCCUp. OUTLETS PRESIO IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee S t WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit Is for S100.00 (valuation) or less. F6 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 t0 the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject 10 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 10.00 Heating 4i0L /<' OD i Cooling 7_117 I Od Hood g 00 Ventilation Permit Fee $ �O Contractor 1 certify that I have read this application and state that the above Information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County or Butte t0 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 accrueHAz against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner L_ L Contractor F� Agent G An OSHA permit is required for excavations over 5'0" deep and demolition or construe,- ion of structures over 3 stones in heiaht. Mobile Home Installation Fee S Energy Inspection Fee S ?or eq0 - --- I TOTAL FEE S o2Q Lnp,7O L CILIA PARK I SCHL I FLO I PAR PO I HO i ISSUE I T`;c permit Is nereby Issued unaer sions or the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Dale the applicable provi- t resolutions to do fees have been pard. WORKS Date Receipt No. Z d20 `7D ww TE.O.P.w.. TELLOW--SSESsoP WSPECTOP GOLCENPoo-�PPL,wr U U' U I I J U RECORDED IN OFFICIAL RECORDS Return to DPW AGRICULTURAL STATEMENT, OF ACKNOWLEDGEMENT OF BUTTE COUNTY. CALIFORNIA c\_I1'"�h � FOR RESIDENTIAL DEVELOPMENT ATTNERcOUfSTOF ,� MID VALLEY. TITLE CO. Section 26-8.1,of.the Butte County Code requires this acknowledgement be recorder prior to issuance of a building perMt. •r,86- j 775® 1986 MAR 12 AM II: SO The property described herein is adjacent to land or included 1EANOR M.BECKER / within an area zoned for agricultural purposes, and residents of t h iAERK -RECORDER FEE property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural opera4ons including, but not limited'page3 to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural.purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. I All that real property situate in the Count of Butte State of California described P P Y Y as follows: i Lots 1 through 70 as shown on that certain Map entitled, "COPLEY ACRES SUBDIVISION UNIT NO. 31$. vv� VX�J Date: STATE OF CALIFORNIA PROPERTY OWNERS: X411_ AIVII y 4J_ COUNTY OF Butte _ } ss. On—arch 11-198 — before me, the undersigned, a Notary Public in and for said State, personally appeared BOB MARTIN_ known to me to be the person whose name is subscribed to the within instrument as the Attorney in Fact of FRIEDA HART MARTIN and acknowledged that he FRIEDA HAR TIN thereto as principal and_ own name as Atto a in F ct. WITNESS my ha d o al s al. Signature DANIEL F. HUNT Name (Typed or Printed) the name of `--' OFFICIAL SEAL DANIEL F. HUNT t'.p •�� "'•Sti-"•'`" �'':" NOTARY PUBLIC - CALIFORNIA •.'y" �=- PRINCIPAL OFFICE IN BUTTE COUNTY MY COMMISSION EXPIRES OCT. 1, 1986 (This'area for official notarial seal) 19 , before tlly appeared. ) me on the basis Eactory evidence. subscribed to It i contained: I and official seal. Public C 9 ount* of Ti"Butte OROVILL E;°CALIFORNIA GENERAL CLAIM CLAIMANT: Bob Martin Owner has decided not to do work. (Bldg Permit Appin. #1311-88BPEM, Receipt #16537, dated 4/28/88, A.P. #36-80-35). t ADDRESS: 195 Parson Lane Retain filing fee-----------------$ 10.00 Retain plan checking fee ----- -----$ 15.00 CITY & STATE: Oroville. CA 95965 IMPORTANT: May 25 1990 SEE INSTRUCTIONS DATE OF CLAIM: , ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF. CLAIM .(DESCRIBE FULLY TO AVOID DELAY) I AMOUNT Owner has decided not to do work. (Bldg Permit Appin. #1311-88BPEM, Receipt #16537, dated 4/28/88, A.P. #36-80-35). t Building permit -fees paid ------------------------ $401.00 Retain filing fee-----------------$ 10.00 Retain plan checking fee ----- -----$ 15.00 Retain energy plan checking flee --- $ 15.00 Amount retained ------------------------------- $ 40.00 e un due ------------------------------------------------- $361.00 Plumbing permit fees paid-----------------------$ 46.00 Retain filing fee------------------------------- 10.00 Refund due-----------------------------------------=-----$ 36.00 Electrical permit fees paid---= ----------------- $74.55 Retain filing fee ------------------------------- $10.00 Refund due-----------------------------------------------$ 64.55 Mechanical permit fees paid --------------------- $25.00 Retain filing fee ------ —----------------------- $10.00 Refund due----------------------------------------------- 15.00 Refund energy inspection fee-----------------------------$ 30.00 TOTAL REFUND DUE ----------- =----------------------------- $506.55 50 55 TOTAL $506.55 I,the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. ( �( Dated this ( .......... day of ..�6............... 19 7��,. et .91' Calif. "'........................................ .......................................................• ............. ............................ Signature of Claimant ' I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or de- livered and that thereisa Budget Appropriation ❑ or Specific Board Approvall E] (Check one) for th me. Dated this ........ ......... T.................. day of :�.1••.............. 19%x:. at ..... (.�...... .Cell[. ............ ... ........�...../1...�.�...r-y .... ............ e a ment Head or Authorized De o Code .........440-002 de 4210500 PAYABLE FROM ................C' St • Permits FUND ................ ...................................................................................................... DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. Owner: Permit No. ENERGY CERTIF ICAT ION LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Brand Name Thi,zkness(inches) Thermal EXTERIOR WALL Material Thickness(inches) CEILING Batt or Blanket Type Thickness(inches) LooseiFill Type Minimum Thicknesi(Inches) Area covered(ft. ) FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) W idta(inches) FOUNDATION WALL Material Thickness(inches) Resistance (R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that -the above insulation was installed in the above building in conformance with the State of Californ%.a.Ener; Requirements, FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building;Department approved plans and attachments have been installed as required',by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FIRM NAME/OWNER (Please print) STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF GENERAL CONTRA=R OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTItN APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. ' January 1984 Called PG&E Temp. Elec. Service e Called PG&E `p / Temp. Gas Service Called PG&E JOB FINAIED (Date) Signature OK 0 = Not OR = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / P L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utilitv Clearance Card -61 Date Card -131 Date Card -131 Date Card -131 Date Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Card -131 Date Card -131 Date Card -131 Date Card -131 Date MISCELLANEOUS Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s i 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Card -131• Date Card -131 Date Card -131 Date Card -81 Date Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 4. Elec.; Receptacles and Lighting, 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 -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -61 Date Card -131 Date Card -81 Date =OK 0 = NotOK RESIDENTIAL (Single and Duplex) - =Not Applicable = Not Ready ' Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel - Bloc kouts-Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration -Wal Is-Wndws Card -131 Date Card -61 Date Card -131 Date Card -131 Date Card -B1 Date Card -B1 Date Card -131 Date Card -131 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -B1 Date Card -131 Date 67. Stairs &Rails Card -B1 Date Card -B1 Date 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 22. Fixture & Transformer Clearance -Ins. Protection 71. Elec. Outlets & Receptacles at Kit. Counter 23. Elec. Receptacles Spacing -Lights & Switches at Doors 72. Garage Fire Door; Swing -Landing -Closer 24. Size Boxes & No. of Conductors -Stapled 73. A.C. Duct in Garage -Damper 25. Romex Installed Close to Edge of Studs & C.J. 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 75. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or AI 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑Yes 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 78. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 80. Following instld.; Drive ❑ Yes ❑ No; Walks 13Yes ❑ No; Planters ❑Yes ❑ No 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 81. Stucco; Brown -Finish Card -B1 Date Card -131 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -B1 Date Card -B1 Date 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 84. Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 88. Corrections from Previous Inpections 38. Attic Access & Platform if Furnace in Attic 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Card -81 Date Card -B1 Date 92. Roofing Certificate Card -131 Date Card -Bi Date Card -B1 Date Card -B1 Date Card -81 Date Card -B1 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors Card -61 Date Card -B1 Date 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE- DEPARTMENT OF PUBLIC WORKS PERMIT N0. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-754 APPLICATION AND PERMIT AS 5 OR PA EJtI�NUM R - ZO"'" BUILDING PERMIT O NE R , TEL t+R SQ. FT. OC . BUILDING VALUATION d R'S MA NG ADDRESS 140 11 U r a )(1 ✓° * T, COACTOR'S NA TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONS CTION LENDER UNKNOWN Total Valuation I $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCM T CT OR ENGINEER LICENSE NO. Plan Checking Fee $ OV— Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 1910 rio V ` C Solar or heat pump water heater 20.00 LOT NO llnI117114 NAM PARCEL MAP Yj Water piping 5.00 L5-, Each qas water heater or vent 5.00 .Q USE OF STRUCTURE SFX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Q Building sewer 5.00 Mob le Home S I G I W 0.00 ea TYPE OF WORK New f Addition ❑ Remodel Uti)ities ❑ elnstallation ❑ Other ❑ 1 Describe work: 9. f2 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00• Main service 100Y DR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. d f 93 6�_ Classification El 1, 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) ❑ 1, 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 O 1/:2sgft OR ADONS. ACC. BLDGS NEW CONSTR. MUI TI -OUTLET NON.RESID .BRA CH CIRCUITS) 2.50 ea /POWER APPARATUS DI `SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES aAL030 FIXED PR Ex. Occup. OUTLETS (RESID IEA.1 2.00 Temporary service 10.00 --�- Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 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 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also 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 said County in consequence of the granting of this, permit ��i� X Date Signature of Applicant — Owner El Contractor ❑ Agent ❑X An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ r OCCUP-1 CONST.TTPZJ SCHOOL FLOOD PARCE PD THD D115SUE 'This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which RECTO OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS C2 Dat al Receipt No. f `� WHIT[-D.P.W.. YELLOW-ASSE350., PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE,- DEPARTMENT OF ,PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE` OROVILLE-, CA,IAr_ IA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET .. 1 1160 � �/1 Permit No. OWNER Q In� 1 r l P. o. Proposed Building Use �(/Piv Building Inspector [ Date ' At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1, All items. have been submitted . . . . . . . :. ... . . 2. Plot plans in duplicate. /triplicate, signed by preparer of plans, , 3. Complete plans in duplicate. /triplicate, signed by preparer of plans, 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , , , , , , , 9. tter of signature authorizat,�'q���,� , Sanitation ��(// approval from Health Dept. . . 11. Planning approval for (A) Use: (B) Parking: - -12. 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) _15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to (Date) 17. Pre -Inspection for Required, Building Inspector Recorded copy of Agricultural Acknowledgment Statement. X�1,8. —L19 Driveway Permit. _ 120. Plot plan approval from city of V 21. Engineered trusses in duplicate (required prior to plan check). 22. Whe you issue the e it^ �o s as follows: Mail to owner, 5 Mail to contractor. Telephone and hold for pickup at office, Deliver w/inspector. Other � Applicant�'�'' )� Date Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: I x Contractor, designer, owner, was advised.of above required data by_phone---nail—counter by date Contractor, designer, owner, was advisedµof above required data by—phone _mall—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW pe in - _ d�10TE;—�►A l�latari>njS do WorlanCR i+ip Shd� -00 Accordance with Recognized Good Prac+�s and 1 prescribed far theh4� use in Of a quality, _.. Codes Unifoe++R Bu+Idm9: Plumbing i _::._�--.�...� r _.- �_ _ :. _' . � Atat'w� � fie' •'�- 36 3 a' specifications MUST. be - - _- � This set_ of pi s -and spec - - .__ . _ - • all times and it is unlawful to ._._dept cn kaon s or akerations on sane without -iraoke'a^y amiss;s from the Cepe'°nt of Public-- _ -;MA teri' •World; , ._ - - ,•- - .. _ - '- •_ ` ' ..- - _ _. _. _ � _ _ -- -_. _., - _plaft - 171 .4 { t _ -_. Atf ck of �operty lines and a sett .50ft. from the mad. clear of structures es or equipment except` ' e for a 2 ft. eave overhe". BUILDING DEPARTMEW APPROVED. blaw mol" c"4"n,*,A tq 8#44#. - g)q Qlf, alto prie Z94 0J owq Aul"N 40 Vbb6OAED �04 it of ?, rim oi -Vt� (Lcuf jog Lcvq f1gi; V*4�0 1 1" ro IOU Certificate of Compliance: Residential Project Title � Q y Project Address Documentation Author Climate Zone 11 o -7-,!a10 Buding Permit w _ Checked By ate Enforcement Agency Use only Glass Area % Glass BUILDING DATA North -4 2 . East Location/Comments (attic, .to garage, taicel, etc.) Conditioned Floor Area —t�7� Number of Stories _ /Raised Floor Number of -Units South EJ Single Family Detached ( [ ] Adt3ition Alone • West_ Skylight [ ]Single Family Attached (SFA) [ ]Existing Building Total Roof ............. [ ] Multi -Family (MFS [ ] Existing -Plus -Addition BUILDING SHELL INSULATION Component T Insulation R -Value Location/Comments (attic, .to garage, taicel, etc.) Wall .............. - -- - - Roof ............. --'—�, Roof ............. - Floor ............. _ Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Orientation (sf) (single, double) koUer blind. etc.) (shadescreen, etc.) North /V t4z- North ( ) East -t1Z East South ( ) South West ( )_ West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness / _ I rrt:7 1�'- f�lTN / E HVAC SYSTEMS Minimum Duct t t +t I 1-2� i Overhang Framing Type u Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) tl1QN\ lit^ [� . i'Z� �.) 7 Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS . Tank Manufacturer/Model # \J System T (storage gas. etc.) Capacity or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) i Mandatory Measures Checklist: Residential MF -111 NOTE: Lowrise residential buildings subject o the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent eomplW= requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents. the features noted sha0 be considered by all parties as binding minimum component performance speaficuions for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DFSCR MON Ut Building Envelope Measures l *R ° §2.5352(a): Minimum ceiling insulation R49 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. §2-5352(c): Minimum wall insulabowin framed walls R-11 weighted average (does not apply to exterior mass walls). §2.5352(ky Slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rare no areata than 2.0 perm/Inch. §2.5311: Insulation specified or installed meets California Energy Commission (CEGB quality standards. Indicate type and form. §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped. all joints and penetrations caulked and sealed. §2-5352(c): Special infiltration barrier installed ocomply with 12-5351 meets CEC quality standards. 12.5352(d): Installation of Fueplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control e. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed. installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2.5314(c): Gas -feed space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2.5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Excep6on 1): Pipe insulation on steam and steam condensate return tit recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater: e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. a• Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2.5314(e): Gas fired appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators. refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CFC. Indicate make and model number. COMPLIANCE STATEMF.Nr .e This certificate of compliance lists the building featureS and performance specifications needed to comply with Title 24. Chapter 2-53 and Mile 20, CllaptrA 2. Subchapter 4. Article I of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Building Owner Name: Name: Ttle/Fiiiit ` TttkJFum- ` Addre=: Address: Teiep one: t.ic.0: , < (si6rhantre) (date) Documentation Author � Name: TitkJFurrt: Address: Telephone (signature) (da(e) Enforcement Agency Name: Ager. Telephone 1. Ceiling Insulation Single- Single - Number of stories Number of stories Family R -value One Two Three R-0 -103 -49 -32 R-19 -8 -4 2 R-30 -2 -1 -1 R-38 . • 0 0 0 U -value U -value Number of Stories -26 0.50 -176 -84 -54 0.30 -102 -49 732 0.10 -26 -13 -8 0.08 -18 -9 -6.. . 0.06 -11 -5 -4 0.04 -4 -2 -1 - 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 3. Raised Floor Insulation Single- Single - Number of stories -1 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value Number of Stories -26 - ----0.60 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Controlled Ventilation Crawispace Insulation in Floor 3 -1 Number of stories -1 Number of stories One R -value One Two Three R-0 -17 -8 .5 R-11 -3 -2 -t R-19 0 0 0 R-30 3 1 1 U -value -90 Number of Stories -26 - ----0.60 -144 -70 46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 .3 .2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawispace -4 3 -1 Number of stories -1 R -value One Two Three R-0 -11 -7 -5 R-5 4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 4. Slab Edge Insulation 4 - -90 Number of Stories -26 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) specif"tion Points Standard 0 6. Glass Heat Loss Total -14 48 -69 -64 U -value East Percent :West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 ' -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 _ -14_ .7 0 7 14 24 -43 -12 -5 1 8 14 23 40 -11 4 2 8 15 22 -37 -9 3 3 9 15 21 -34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 d 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 it -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8- V 2 12 14 16: 18 20 7..Shading (Shade Open) Etfeetive Percent Glass (percent Plass x SC) Effective -14 48 -69 -64 %Glass North East South :West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na_ 12 3 3 5 2 na - 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed 2 3 4 3 lila Shading (Shade Closed) Effective Percent Glass (percent Stan x SC) Glau Nora Ella South West Skylight 18 -14 48 -69 -64 na 16 .12 -42 -59 -55 na 14 .10 -35 -50 -46 na 12 -8 -29 40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21•. -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 4 0 2 3 4 3 0 na ■ not allowed 9. Interior Thermal Mass Interior Single- Slab Floor Raised Floor Mass Fam4 Stories Multi Mass Stories Attached ICFA One Two Three One Two Three 0.0 -8 -5 -4 -2 .1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 (i 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - Sum of 1.6 Wall Fam4 Family Multi Mass Detached Attached Family 0.00 0 0 .0 0.20 0.40 3 5 2 4 1 3 0.60 8 6 4 0.80 1.00 10 13 8 10 5 7 1.20 13 12 8 1.40 1.60 12 10 13 13 9 1t...; 1.80 10 12 12 200 10 11 13 11. Heating System SE or HSPF (assumes ducts In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other ' 6 5 4 3 2 2 12. Cooling System Sum of 1.6 SEER One -25 or -24 to -14 to -440 +6 to 16 or SE HSPF less -15 .. -5 . +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8" 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 - 15 13 11 8 10.5 7 Effective SE or HSPF 3' 2 (SE or HSPF x duct efficiency) 9 7 6 Effective -25 or -24 to -14 to d to +6 ID 16 or SE HSPF less -15 -5 +5 +15 more 0.30 275 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other ' 6 5 4 3 2 2 12. Cooling System SEER One -5 -4 -4 -3 (assume; ducts In aide) Two + 3 3 Stal of 7-10 2 2 1 Single -Family I)etached and Attached -25 or .24 to x-14 to -4 to +6 to 16 or SEER less •15 I •6 +5 +15 more 8.0 -14 -12 -10 -8 -6 .4 I 3 ' 8.5 -9 .7 .6 -5 -4 loss r 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3' 2 11.0 10" 9 7 6 4 3 =- 120 15 13 11 9 7 5 13.0 20 17 .,_ 14 12 9 6 -1 -1 Effective SEER 0 0 10Y. (SEER xductefficlency) ,-18 -12 -9 Sten of 7-10 -6 1.4 Effective -25 or -24 to •1410 410 +6 b 16 or SEER less -15 •5 +5 +15 more 5.0 -30 .25 -21 -17 -13 .9 6.0 -12 -11. -9 -7 3 4 6.6 -5 -4 -4 3 .. -2 2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0• 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 1700 Zonal Control Adjustment Heater Credd or 10 8 7 6 4 3 Type No Cooling System Installed i -Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family I)etached and Attached c. t Unit Size (sQ Water 199:1200% 1700 2200 27W Heater C(edit or • to to to or Type Type loss r 1699 2199 2699 more SG None 0 f 0 0.. 0 0 or Solar 12 ' ` 8 6 5 4 HP -HWR 8 5 4 3 3 95% 100% 105% 110Y. 115% 120% 125` WSB 5 3 3 2 2 1.1 POU 8 5 4 3 •3 SE None -37 -24 -18 -15 -12 4 Solar -1 -1 -1 0 0 10Y. HWR ,-18 -12 -9 -7 -6 1.4 WSB --25 -16 -12 -10' -8 2.9 POU -18 _-12 3.5 -9 -7 -6 n None -5 -3 -2 -2 -2 0.3 Solar ` 7 5 4 3 2 1.8 POU '3 2 1 1 1 IE None -28 -19 -14 -11 .9 4.8 Solar 8 5 4 3 3 0.7 POU -10 -6 -5 -4 -3 2.2 Multi -Family (individual units) 28 3 3.2 3.S Unit Size (sQ 3.9 4.1 Water 4.5 :699 700 1200 1700 2200 Heater Credd or b to to or Type ' Type . less 1199 1699 2199 more SG None 0 0 0 0 0; or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 1.9 WS8 9 4 3 2 2 3.4 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 55% Solar 2 1 1 0 0 22 HWR -23 -12 -8 -6 "-5 3.7 WSB -25 -13 -8 3 -5 5.1 PQU _23 =12 -8 -6 -5 n None -8 -4 -3 .2 1 .2 2.S Solar 6 3 2 1 1 4 POU 1 0 " 0 _ 0 0_ IE None __ 30 -15 -10 -8 7-6 1.3 Solar 18 9 6 4 4 28 POU -8 -4 -3 -2 -2 Interior MasslCFA Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation or R -value [ U -value (0.0301 2. Wall Insulation IQ _ or R -value [ll] U -value (0.098] 3. Raised Floor Insulation or R-value[191 U -value 10.0371 4. Slab Edge Insulation n or R -value (01 F2 factor 10.771 S. Infiltration Standard � 6. Glass Heat Loss �'J� (� •� Type [doublel U -value [0.651 45 Total Glass [ 16] 7. Shading (Shade Open) % Glass SC Eff. g9'' Glass a. North 2 •5 x . �� = I ,y 2- b. East x - -773 c. South ;S . l x d. West 2, 3 x e. Skylight b x = 8. Shading (Shade Closed) % Glass SC Eff. % Glass a. North Z • x _ b. East • 7 x c. South 5.1 x d. West 2.3 x j/ = F e. Skylight 0 x )'7 `) = r] t,� �+V TYPE 1 MASS AREA _ 9. Interior Thermal Mass 34 ✓ COND. FLOOR AREA ��$ Interior Nlus/CFA 10. Exterior Wall Mass _ �_ TYPE 2 MASS AREA s $ Exterior Wall Mass ND . FLOOR AREA 11. Heating System • 7 Z x _ Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or [0.7216.6] HSPF (0.5615. 151 12. Cooling System 69 x ( lyz =?.-z7 Zonal Control? ( Y / N) SEER 19.51 Duct Efficiency 10.741 Effectivo SEER [7.03] 13. Water Heating 0 Type [SG] Credit [none] Point Scores 40 u 0 -t(6 +/(0 Sum 13 s to Sum 7-]0 �-2 V Point Total: -�1 (1. M111C•4.21 - (Meted slab) \ TYPE 1 Rms (u1McA 4:2, is: exposed slab) - 0% 5% 10% 15% 20Y. 2S% 30% 35% 40% 45% 50% 55% 60% 659. 70% 75X 80% 85% 90% 95% 100% 105% 110Y. 115% 120% 125` OY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 •4.2 4.4 4.6 4.8 5 5.3 10Y. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 23 25 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6-4.8 -4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 21 2.9 3.1 3.3 3.5 3:7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 5 6 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 26 28 3 3.2 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 2.5 27 3 32 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 22 24 26 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 6o% 1 1.2 1.4 1.7 1.9 21 2.3 2.S 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 6.3 65% 1.1 1.3 1.5 1.7 1.9 2.2 24 2.6 28 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 2.2 25 21 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5 8 6 6.2 6 4 75% 1.3 1,5 1.7 1.9 21 2.3 25 27 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.6 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80Y. 1.4 1.6 1.82 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 54 5.6 5.9 6.1 63 6S 67 WY.- 1.5 1.7 2 2.2 2.4 26 2.0 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% _ 1.8 1.8 2 2.2 2.5 27 2.9 3.1 9.3 9.5 3.7 3.9 4.1 4.3 4.6- 4.8 S 5.2 5.4 -5.0 5.6 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 6.8 7 110% 1.9 2.1 2.3 2.5 2.7 29 .3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 6.9 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 '6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation or R -value [ U -value (0.0301 2. Wall Insulation IQ _ or R -value [ll] U -value (0.098] 3. Raised Floor Insulation or R-value[191 U -value 10.0371 4. Slab Edge Insulation n or R -value (01 F2 factor 10.771 S. Infiltration Standard � 6. Glass Heat Loss �'J� (� •� Type [doublel U -value [0.651 45 Total Glass [ 16] 7. Shading (Shade Open) % Glass SC Eff. g9'' Glass a. North 2 •5 x . �� = I ,y 2- b. East x - -773 c. South ;S . l x d. West 2, 3 x e. Skylight b x = 8. Shading (Shade Closed) % Glass SC Eff. % Glass a. North Z • x _ b. East • 7 x c. South 5.1 x d. West 2.3 x j/ = F e. Skylight 0 x )'7 `) = r] t,� �+V TYPE 1 MASS AREA _ 9. Interior Thermal Mass 34 ✓ COND. FLOOR AREA ��$ Interior Nlus/CFA 10. Exterior Wall Mass _ �_ TYPE 2 MASS AREA s $ Exterior Wall Mass ND . FLOOR AREA 11. Heating System • 7 Z x _ Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or [0.7216.6] HSPF (0.5615. 151 12. Cooling System 69 x ( lyz =?.-z7 Zonal Control? ( Y / N) SEER 19.51 Duct Efficiency 10.741 Effectivo SEER [7.03] 13. Water Heating 0 Type [SG] Credit [none] Point Scores 40 u 0 -t(6 +/(0 Sum 13 s to Sum 7-]0 �-2 V Point Total: -�1 D 12 ToR 41 3-11-I3 I'VE 3z5= f A. -41 �I E Tc 24-00_ a--as-00 _ _ I 2-05-04' Be 8-00-00 2-05-04 10-05-o4 CSI SIZE LUMBER" 1_15FB MEMBR, OS- P(LBS)* M@1ST'M82ND PLATING CONFORMS TO TPI TOP- .32 2X 6 DFLNo2 _1450 A -D _32: 8:T 0 2138- VERIFY PLATE: VALUES WITH NOTES BTM' -1.1 ZX 4 DFLNOI 2050: D --B -16 24; C 2138 0 TRUSSTEEL.UBC RR '# 4542, 1... TRUSSES MANUFACTURED BY ;DUMBER STRESS INCREASE: 25.0$ BOTTOM CHORDS` GRIP BASED ON DFL LUMBER' DARROW/YARNELL WOOD PRG -7C REPETITIVE MEMBER STRESS USED. A -c^. _11, G Z 0 0 GRIPPING VALUES BASED ON 2- CONFORMS TO TPI -85. WEBS GROSS AREX TEST METHOD.. L?_TERAL BRACING. PLATES - 20 GAUGE H -T-1 DATE: 5- 1-90' VERIO 1.0' TOR CHORD,-_CONTINUOJS' DL+LL.DEFL _ _12 -`IN A -D' GRIPPING 432-295 PSI PER PAIR, BTI: CHORD - CONTINUOUS' LL DEFL < S/360' INCLUDES 25 '% INCREASE I TRUSS SPACING - 24-_G IN. S!DL+LL DEFL=886 S/DEPTH= 2_3 TENSION 987- 890 PLI PER.PAIR f SHEAR 824- 371 PLI PER PAIR. fff LOADING LIVE DEAD (PSF)' TOP CHD 16.0 14.0 JT TYPE PLATE SIZE JC Y,` BTM CHD -07 5..0 A 2001 3-.00 R 5.00 7,4 3a1 S� �� l 1�► �� TOTAL 16_G I9 s0 35_0' B E k,- C y`r SUPPCRT' CRITERIA D Jr REACT WIDTH JT REACT WIDTH.. , LBS: IN-Sx LBS IN-sx. A: 248 3- 8 D 398 3- $ -_ ;.o 5187 ii C' 38 3- 8 CKED MAY 3 1 ' ' LEFT R_iGHT� HE" OIR — 45K Y MEMER CSI P{LBST FOIST MR -2ND TOP CHORUS' SL 18-II-11`x,`} G�`� Esc 3 ■ /' _" B �' SL 18-09-09 t.£s /Z hre� fes' 3z4!' 3z4—� i0 'K 6-a6-QT sVfi�-- 2x4 (A) �} c 0 4 su> 0 0 i ro F g D 3x4= - SZ8= ii 3z4= TC 24-00"i" - Ta-00-00 !V 17-10-00 0 BC 35-10-00 0 C 35-10-Ofl — .. Ca- 2 1.15FH' LEFT RIGHT PLATING _ CONFORMS TO TPS NOTES- TOP- TdP _65 1 2050 HEEL DIN -4SR DIN - 14SK VERIFY PLATEVALUES WITH 2. TRUSSES HA'IIIs CTUR£D` BY - 0 BTH -SO- ..1 2050' TRUSSTEEL USC RR 9-- 45420 c DARROWIYARNELL WOOD PRODUC WBS -76 -i YFLTAND 550: 11EMB£R FORCES ). GRIP BASED ON DFL LUMBER 2_ CONFORMS TO TPI-85. � C4 REPSTITZV£ MEMBER STRESS' USED. TOP CHORDS. GRIPPING VALUES BASED ON c= 0 LATPRAL:.HRACING: A-G' 3149 C G-K 2823 C, GROSS AREA TEST' METHOD- DATE: 4-30-90 VERSION: 31-0 y � H-9 _ 1962.0 B-I = 1964 C' PLATES - 20 GAUGE.H-T-2 TOP CHORD - CONTINUOUS I-J a 2817'C J-G 3141 C GRIPPING 432-295 PSI PER PAIR BTH CHORD: - CONTINUOUS BOTTOM CHORDS INCLUDES 25.0% INCREASE L TRUSS SPACING - 24'.0 F2I`- A-F 2388 T F-E 1974 T' TENSION' 987890 PLI PER PAIR n E-D1969 T D-C. - 2380 T SHEAR 824 371'PLI PER PAIR LOAD CASE-91 WEBS LUMBER. STRESS: INCREASE: 25DSs G-F 402 C 47 - J. TYFE PLATE SIZE'. X Y LOADING LIVE DEAD (PSI'') H-E'708' _ E-il 903 T' A: 2001: 4.00.X 6.00 7_7 3.)1 TOP CAD 16_0 14.0 E--T = 700 C I-D 465 T S: 3001 4.00 X 5.00 2_5 2.2 l BTK CHD -0 5-0 D-J 397 C C 2001 4.00 X 6-00 6-9 3,2 �7 TOTAL 16..0 190 35.0' D 1010 3_00. 7C 4.00 CTR, CTR � 4EP t--a SUPPaR2 CRI?ERIA DL+ZL DEFL _46- IN B-I; E 1270 5.00 x 8_00' 4.0 3.0 oz JT EXACT' WIDTH' JT REACT WZDT-FI LL DEFT,_ _20^ c S/360 F` 1030 3-00 x 4-00 CTR; CTR: �• it } 3 y LBS IK S3C LBS IN-SX S/DL+:-L- DEFL=930 S/DEPTH-c; 6-O' G 1202 5_00 1C 5_00 3.0 3.0 A 1233 3- 8 C 1233 3-- 8'�� H 1010 3_00`-1C 4_00 CTR CTP- 1 TR1 1020 3_00 X 4_00 C°. 't CTR LOAD CASE 02 J fOQI 2_00 X 4_QO' CTR CTR �tif t LUMBER STRESS INCREASE: 25.0x.1 LQADING LIVE- DEAD' (PSF)' TOP CKD _0 14.0 LTM CHD 10.0' 5_0 TOTAL 10.0 19-0 29:0.' SUPPORT CRITERIA_ JT' .R'£TiCT' WZD2ri' J7" REACT WIDTH. LBS' IN-Sy- ZBS IN--Sx A 1022 3- 8- C I022 .3- 6. t f OF - CHECKEO MAY 1zz . - 4x4- b" - b' . G` I �'r SL 11-00-13 un SL ',11-00-13 H i 12 I-.5z4\� 1.Sz4% C� j 4 j _- 4-00-01 O � 3x5= 3x5= Q C i / E s1 D 3z4= 374 3x4= s1► }-+ TC 24-00 BC` 10-06-00 10-06-00- 24-00 21-00-00 _ 21-00-00 CSI SIZE LUMBER 1.I5FB LOAD EASE 01 PLATING CONFORMS 'TO TPY NOTES.-, TOP .29 2X b DFLN02 1450 LUMBER STRESS INCREASE: 25,0g VERIFY PLATE VALUES WITH 1. TRUSSES 'MANUFACTURED BY a � BTM -46 2X 4 DFLNOI 2050 LOADING LIVE DEAD - PSF TRUSSES MANELL GT00D PRODUC { TRU3STE£L UHC Rt 1! 4542 GIBS .24 2X 4 HFSTAND 550 TOP CHD .0 14.0 GRIP 'BAS£D ON DFL LUMBER': 2- CONFORMS TO TFI-85. d� � REPETITIVE MEMBER STRESS USED:, HT2'_ CHD 10.0 5.0 GRIPPING VALUES BASED ON TOTAL 10s 0 19.0 :29.0CROSS AREA :EST METHOD. DATE: 4-30-90 1iERSION_- 31..0' LATERAL BRACING: CONCENTRATED' LOADS (LBS) PLATES - 20:GAUGE H -T -I TOP CHORD CONTINUOUS B 90 GRIPPING 432:=295 PSI PER PAIR. �4 BTM CHORD -CONTINUOUS SUPPORT CRITERIA INCLUDES 25.0$ 'INCREASE - tr. ,TRUSS SPACING' - 24.0 IN. JT REACT WIDTH J2' REACT WIDTk' TENSION 987= 890 PLI PER FAIR J�3 LES IN -SX LBS IN SC SHEAR 824- 371 PLI PER. PAIR LOAD CASE 4.1 A 6.37 3- 8 C 637: 3- g, LUMBER; 'STRESS INCREASE: 25.0$ JT 'TYPE 'PLATE SEE 7E y E'er LOADING LIVE DEAD :-SF) LEFT RIGHT A, ;2001 3.00 X 5.00 7.4' 3..1 TOP CHD I 16.0 14.0 HEEL OIY'- 4SX: OIN 4SX B 3010 4.00 X 4.00 2.0 2..Z ETM CHD .0 5_0 C 2001 3.00 X 5..00 7.4. 3_-'1 CJ TOTAL 16.0 i9.0 35.0 MEMBER FORCES (LES) D 1010 3-00 X 4.00 CTR CTR �1� � tau CONCENTRATED LOADS (LBS) TOP CHORDS E 1410 3...00 X 4.00 STR CTR �•i ��d�r B' 90 A -F 1783 C F -B 255& C F 1001 1.50 X 4.00 CTR ��j 3� SUPPORT CRITERIA B -G - 1568:C G -C = 1183 C G 1001 1.50 X 4_00 CTR M 1 qz JT REACT WIDTH JT' REACT WIDTHBOTTOM CHORDS Sl 3200 3.00 i 4..00 CTrT. CTR NG DEPARj` LHS IN -SX LBS IN -SX A-E - 1372! T E -S7 - 989 T A A 759 3- 8 C 759 3- 8 SI -D 989 T D -C 1372 T } G. �r` •y a- WEBS APPR F -E 314 -C £-B _ 436 Y B --:D 426 'T D -G, - 314 C u 1 DL+LL DEFL .13' IN D -C s`.33 %5151 ) LL DEF*; _ _08- S/360 SJDL+:LL DEFL■999 S/DEPTH= 6.9 VIV CHEC.Kr Itly 1' 19 _ T. ss, a SL 18-04-09 W 4z4!. 4x4 K7 FC 12 H' I Ri 6x6 6 -d6 -o1 G # 2x4�i W J � � Q 'L7 O 4x6= 0 A F £ D f 3z4= 5z8= 3x4= TC 24-00 18-00=00 17`-10-00 $C - 35 -1G^ -a0 a 0 ` G C 35-20-06 O. _ Ilk CSI' ER 1-15F8` ZE4`T RIGHT PLATING CONFORMS TO TPI NOTES. � SOP' .-it 32 1450 HE L: OIN - 4SX DIET it 14SX VERIFY PLATE VALVES WITH 1. TRUSSES` MANUFACTURED BY _ Q O7 BTM' .SC -1 0i 205a TRUSS2EEL UBC` RR # 4542' DARROW/YeiRN£LL WOOD' :Pi20DiTC WBC. -76 ?FSTAND 550 MEMBER FOP.CE, (LBS') GRIP BASED ON DFL LUMBER': 2'. 'CCNFOW/ TO TPI -B54 REPETITIVE -MEMBER STRESS- USED'.. TOP CHORDS GRIPPING VALUES BASED ON A -G _' 3144 C G -X - 2825 C 13-1' GROSS AREA TEST METHOD. DATE. 4-30-90 VERSION: 31.0 -3� LAaL SkACING: H -B _ 1962 C -I - 7963 C' PLATES 20 GAUGE H -T -i TOP` CfiORD CONTrNuouS I -J- 2818 C 3-C - 3136 G GRIPPING 432-295 PSI PER PAIR BTM CHORD' - CONTINUOUS BOTTOM. CHORDS INCLUDES 25.0X; INCREASE. TRUSS-SPACING 24`.0 IN'. A -F" - 2386,T F -P - 1974 7 TENSION 987- 890 PLI PER PAIRc E -D ='- 1964 T D -C - 2378 7 SHEAR- 824- .'371 PLI PER PAIR � � 1f(o f LOAD CASE $1 WEBS f Y LUMBER STRESS INCREASE- 2S`.O% G -F 399' C F-$. - 472 T JT TYPE PLATE SIZE. X Y LOADING LIVE DEAD- (PSF} - X E _: 708 C. E -B _ 903. T' A 2001 t. 60 X 6.00 7,7' 3.5' � �' TOP CHD! 16.,CC 14-a E -I 700 C 1--o 466 T 8. 3001 4.00 X 5.00 2.5 2.2 BTri CHB` -0 5.G D -JC -7 394: C C 2001 4.00 X 6.00 6.9 3.2 �] TOTAL 16.13 19.0 35_0 D 1010 I -OG X 4.00 CTR' CTR i•-�= SUPPORT CRITERIA DULL DEFL - .41" :IN'F-E E 1270 5..00 X 8.,00 4.0 3.0 TT REACT' WIDTH Jr iEACT' WIDT7 LL DEFL - .19"' < V360 F 1010 3..00 X 4.00 CTR: CTR: LBS. IN -Er Last IN -SX S/DL+LL DEFL=999 SfD£PTH- 6.0' G 1202 6.00 . 6-00 3.0 4.0 � �� G:+•��(����G A- :233 3- ,8 C 1233 3- $: is 1010 4-00 X 4-00, CTR CTR: I 1010 4_00 X 4.:00 CTA CTR LOAD CASE #2 S 1001 2.00 X 4.00 CTR' CTR' LUMBER: STRESS INCREASE'- 25,.0$ L,� � LOADING LINE' DEAD (PSF'j TOP CHD -0 14,.0 BTM CHU 10- TOTAL 10_0' 19,.0' 29.0 SUPPORT CRITERIR JT REACT' WIDTH 3T REACT WIDTH' r "� L83' IH -SX L85 ZN-SJE tS�j•. V N \ - A 1022 3- 8' C 1022 3- 'S°CHECKEO MAT t x . C,z B C SL 8-04-14 i SL 8-04-14 12 �� � K 41, 2-08-04' 3=6= 3z6— � B Ir F 3z4= 3x4= 1.Sx.4 TC 24-00 6-00-00- 5-00-00 r 8-00-00 24-00 A ^, BC 21-00-00 N `C 21-00-00ew ;0 :Q o e �swssree:saws-**: MEMBER FORCES ;(LBS) - :EACH PLY PLATING CONFORMS TO TPI. ROTES: 2 -PLY TRUSS TOP CHORDS VERIFY PLATE VALUES WITH 1. TRUSSES MANUFACTURED BY swtwQwawws:aw: A -B 2191 C B -C -'- 2085 C TRUSSTEEL UBC RR* 4542 DARROWIYARNELL WOOD PRODVC � 7i C -D 2151 C GRIP BASED ON DFL.LUMBER 2_ CONFORMS TO TPI -85!. O ;� CSI SIZE 'LUMBER FB BOTTOM CHORDS GRIPPING VALUES BASED ON 3.. PROVIDE DRAINAGE TO TOP _93 2X 6 DFLN02 1250 A -F 2085 T F -Sl - 2085 'T GROSS AREA TEST 'METHOD. PREVENT WATER PONDING.: BT?t .43 2X 4 DF.LNO1. 1,750 SI -E 2085 T E -D 2085 'T PLATES - 20 GAUGE H -T -I 4.GIRDER,.CONDITION: C=o ; WBS .05 ZX 4 HFSTAND 475 WEBS GRIPPING 432-295 PSI PER, FAIR CALIFORNIA FLIP #-a tz EXCEPTIONSt F -B 83 T F -,C 0'x' INCLUDES 25.0% INCREASE: SETBACK 8'- 0- B -C 27S 4 'DFLN01 1750 E -C 83 T TENSION 987- 890 PLZ PER PAIR -HIP :RAFTER ALONG RIDGE SI -E E -D SAME AS B -C SHEAR 824- 371PLL PER PAIR S. FASTEN`,EACH PLY TO'THE �~ LUMBER STRESS INCREASE; 25.01 DL*LL DEFL a _40- IN B -C NEXT WITH 10d NAILS AT LL DEFL - .10" < SJ360 3T TYPE ,PLATE .SIZE ;X Y I ZINCHES 10.t. THR TOUT LATERAL BRACING: S/DL-LL DEFL-631 S/DEPTH- 8.8 A. 2001. 3.00 S'6-00 7.9 3.1 ALIL CFORDS AND WEBB TOP CHORD-- CONTINUOUS B 3201 11.00 X 5.00 1.6 'CTR FASTEN EACH SOT.TOD4-CHD WITH l --i BTK CHORD - CONTINUOUS PLATES ARE, FOR EACH PLY' C 5250 5.00 X 5.00 1-7 2.0 ZROV(S) 10d NAILS AT TRUSS SPACING - 24.0 IN. D 2001 3..00 X '6-00 7..9 3-1 )aj2kCHES` O.C. jNTO . - E 1001 1.50 X 4-00CTR CTR CHORD -OF EACH . t> LOADING LIVE DEAD (PLF) F 1050 3.00 X 4_00 :CTR CTR 6. STAGGER. *AILS". O �� TOP CHD 32.0 28.0 Sl 1200 3.00 X 4-00 CTR CTR SPL`ZI7TNG, OF �s BTM 'CND .0 25..0 i TOTAL 32_0': 53.0; E540 DATE: 5- 1-90 EXCEPTIONS: ; BUTTE COUX I B -C 77.3 67,7 +sr 8UJJ CONCENTRATED LOADS (LBS) DING C c, ' - B 520 C 520 - SUPPORT CRZTERIP; i18 UVED REACT WIDTr JT REACT WIDTHA-PPR -5JT LBS IN -1 LBS IN -SX jJ {/ t A 1649 3- 1,r :D 164q 3- 8 LEF r alcx4 { p}� 'cIvIti �'r HEEL OIN' - 4S7C OIN - 45X CHECKED 11�� ! 199 �� ug ux� .� > . m _ _ CON SL 18-11-11 _ 4a5_ B; SL 18-09-09 %4 z K:) s< ro 4) c W © PC O O 1-� f : x N .0 00 v m a to Cd C4 *-3 Ci' t.-3 m t TOP- CHB 161.0 141_.A F -ii 357 C H -E. 141 C B 3001 4-00 X 5.00 2.5 140 BTA: CHD .f2 5.0 E -B' 595 T E -I - 700 C C 2001 4.06 X 6.00 7-5 3_5.Ro I I TOTAE 16-6 17.a 35.0 I -D 452 T D -J 408 C D 1010 3.00 X 4.00 CTR CTR' I i SUPPORZ CRZTERZA E 1270 5.00 X 8.00 4.0 3.0 ! ! IT REACT'WIDTH Jr REACT WIDTH DL}LL DEFL,_ _30" IN F -E F 1010 3.00 X 4.00 CT:? CTR �•' a� Z3S= I9 -57C LBS= IN-Sx, LL DEFL of .17" < St -360 G 1230 6.00 X 8,00 2-9 4.0 j�. K 1411 3- 8 C 1026 3- A' S/DLtiLI: DEFZ=499 S/DEPTH= 5.3' H 1010 4_00 R 4>00 CTR CTR lt� Z 1Qi0 4«00 7C 4-00 CTR CTA �1� - s� _ �-• * `� LQxLl3 CASE 4 J 1202 5_00 X 6,.00 3.0 4.0 a �' LUMBER STRESS IlfCREFs£:: 25-0-X: K 1001 3.001 X 4.00 2.3 CTR LOADING LZVE DEAlr TOP CAV. .O 14'_O; SL' SCaA:0,0 J -O - - • - Ly,r i„!. `� yl TOTAL. 10,0 7:9 0 29.0 , 1 SUPPOiR CP.ITERIA 17 REACT WIDTH 37 REACT 'WIDT*F a� � LB`s Itsagx LBs' sx-sicY,Sj 3 V N�' OE,._, z HECKE0 MAY - 7/6 26-3 fi TC.24-00 !/ 18-00-0G[F:+ 1 17-10-00 31-07-04 35-10-00' _. CST SIZE':LUMBER 1.15FB'- LEFT RIGHT PLATING CONFORMS TO. TPI NOTES: TOF- .40 `2X 6 DFLN0214-56 HEEL GIN - 4SX'. DIN - 14SR. VERIFY PLATE VALUES WITH 1. .TRUSSES MANUFACTURED BY' - BTn' .73 2X 4 DFL -N-01, 2050- TRUSSTEEL UBC RR 4 4542 DARRON/YARNELL WOOD PRODUC WBX _75 2)C 4 Rk TeAND 55ff MEMBER FORCES (LHS) GRIP BASED ON DFL LUMBER 2. CONFORMS TO 'TPI -85: REPETITIVE- MEMBER STRESS USED. TOP CHORDS GRIPPT-rs; VALUES; EASED 'ON 3. FASTED TRUSS TO CANrT A -G s 688 T G -H` 1348 C GROSS AREA TEST METHOD- BRG(S):' POR` 253 LBS UPLIFT - LATERAL, BRACING.- K -B, - 1443 C B -I :_ 1445 'C PLATES - ;2Q .G71UCE. H -i`-_ -To CHORD - CONTINUOUS I-3" 2253 C J -C: -a 2637'C' GRIP71:4G 432-295'PSI PER PAIR DATE: 4-30-40 VERSION: 31.0 BTH CHORD - CONTINCOU5 BOTTOK CHORDS INCLUDES 25-0% INCREASE TRUSS SPACING- - 24.0 IN. A -IC 405 C 3G -F 633 TTENS:ON 987- 890 PLI PER PAIR ul. F -E 1985 T E, -D 1562 T SHEAR' 824- 371: PLI PERcot LOFD CASE RY D -C = 1980 Y �j/�fo r," j 9 LU2SBER< STP.: INCREASE: 25-f?� WEBS JT TYPE PLATE SIZE X j ? LOADING LSs SV% DEAD= tpzy) Y. - G', 2001 C G -F - 597 T A 2001 3.06 X 5.00 7.4 p %4 z K:) s< ro 4) c W © PC O O 1-� f : x N .0 00 v m a to Cd C4 *-3 Ci' t.-3 m t TOP- CHB 161.0 141_.A F -ii 357 C H -E. 141 C B 3001 4-00 X 5.00 2.5 140 BTA: CHD .f2 5.0 E -B' 595 T E -I - 700 C C 2001 4.06 X 6.00 7-5 3_5.Ro I I TOTAE 16-6 17.a 35.0 I -D 452 T D -J 408 C D 1010 3.00 X 4.00 CTR CTR' I i SUPPORZ CRZTERZA E 1270 5.00 X 8.00 4.0 3.0 ! ! IT REACT'WIDTH Jr REACT WIDTH DL}LL DEFL,_ _30" IN F -E F 1010 3.00 X 4.00 CT:? CTR �•' a� Z3S= I9 -57C LBS= IN-Sx, LL DEFL of .17" < St -360 G 1230 6.00 X 8,00 2-9 4.0 j�. K 1411 3- 8 C 1026 3- A' S/DLtiLI: DEFZ=499 S/DEPTH= 5.3' H 1010 4_00 R 4>00 CTR CTR lt� Z 1Qi0 4«00 7C 4-00 CTR CTA �1� - s� _ �-• * `� LQxLl3 CASE 4 J 1202 5_00 X 6,.00 3.0 4.0 a �' LUMBER STRESS IlfCREFs£:: 25-0-X: K 1001 3.001 X 4.00 2.3 CTR LOADING LZVE DEAlr TOP CAV. .O 14'_O; SL' SCaA:0,0 J -O - - • - Ly,r i„!. `� yl TOTAL. 10,0 7:9 0 29.0 , 1 SUPPOiR CP.ITERIA 17 REACT WIDTH 37 REACT 'WIDT*F a� � LB`s Itsagx LBs' sx-sicY,Sj 3 V N�' OE,._, z HECKE0 MAY - 7/6 F y )V N .x Ss5 12 ►C 4F- 2-08-04 2-08-04 0 to 3z5 3x5 o .x .L A a F Sl E 3x4= 3x4= :_5x41( TC 24-00 21=00-00 f BCT _ 21-00-00 I!I�o 0 21-00-00 Q CSS, SIZE LUMBER 1.15FB LEFT RIGHT PLATING CONFORMS TO TPI NOTES: TOP .63 2X 6:DFLN02 1,450 HEEL OIN 4Sx 03N - 4SXVERIFY PLATE VALUES WITH I. TRUSSES MANUFACTURED'' BY - x BTM .43 2R 4 DFLNOI 1050: TRUSSTEEL TIBC RR # 4342 DARROW/YARWELL WOOD PRODUC C 0 WBS' .11 2X 4 HFSTAND 550 MEMBER FORCES (LBS) GRIP BASED ON"DFL.LUMBER 2. -CONFORMS TO 'TPI -85, EXCEPTIONS: TOP CHORDS GRIPPING: VALUES BASED ON 3. PROVIDE DRAINAGE TO tz C4 B -C' 2X 4 DFLN01 2050 A -B - 1514 C' B -C 1441 C GROSS AREA TEST.METHOD.. PREVENT WATER PONDING. (= "Q SI -E E -D SAME AS B -C C -D - 1514' C PLATES - 20 GAUGE H -T-2 *--a .m REPETITIVE MEMBER STRESS USED. BOTTOM: CHORDS GRIPPING '432-245 PSI PER PAIR DATE: 5- 1-90 VERSION, 31.0 y A -F 1194 T F -SI - 1194 'T INCLUDES 25.0% INCREASE r LATERAL BRACING: SI -E - 1194 T E -D - 1194 T TENSION '987- 890 PLI PER PAIR - L� TOP CHORD - CONTINUOUS WEBS SHEAR 824- 371 PLI, PER PAIR BTM CHORD - CONTINUOUS F -B - 200 T F -C _ 0 T TRUSS SPACING - 24.0 IN. E -C' - 200 7 JT 'TYPE PLATE 'SIZE X Y' ck3 X 2001 3.00 X 5.00 7.4 3_1 LOAD CASE #I DL+LL DEFL - .31" IN'B-C B 5201 4.00 X 4.00 CTR' CTR LUMBER STRESS INCREASE:: 25.C% LL DEFL = .08" z S/360 C 5250 5.00 X 5.00 2.0 2.0 LOADING LIVE DEAD:(PSF) S/DL+LL DEFL-815' S/DEPTH= 8..8 D 2001 3.00 X 5-00 7.4 3.i, �a TOP CHD 16.o 14.0 E 1001 1-50 1C 4.0% CTRB Fi JE co BTM CHD ,0 5..0 F `1050 3.00 X.4.00 CTR CTRNTv TOTAL 16.0 14;0 35.0. S1 '1200 3.00 X 4.Q$�R CTR to SUPPORT CRITERIAt^ E -"'x, DEPA _ , JT REACT WIDTH JT REACT WIDTH 11ME LBS IPI -SX LBS IN -SX App A 714 3- 8 D 714 3-8 Po t.{- LOAD CASE N2 r �. LUMBER STRESS INCREASE: 25'.0`5 s+4a LOADING LIVE DEAD '(PSF) Ip �sl TOP CHD .0 14.0 _( BTM CHD 10..0 5.0h TOTAL 1010 19.0 20.0 36 ! SUPPORT CRIl"RIA i JT REACT WIV H JT REACT WIDTH LBS LBS IN-S]t ,t A 592 3- D 592 3- 8 W -74 u r _ - 4x5= SL 18-11-11 4x4 4s4v 12 H i rr 41 6s6� 6R6' 6-06-01, 4z6= a �� ,%' f'r � .Sot- � -�•'� � 3x4= 5x8= -- 34z4= I C- 24-00 "` 18-GO-00 f 1 I X00 24-00. D 36-00-00 - 36-ao-00 CSI SIZE "lu-V"R 1.15FB LEFT RIGHT PLATING r �?._�k'a 70 TPI NOTES: z TOP.-4.5 2 1450 HEEL OIN - 4SX OIN - 4SR VERIFY ,PLT T',,`,ALLIES WITH 1. TRUSSES MANUFAr',URED BY Q .� BTM .80 2050 TRUSaTE£L`_ErBt RR # 4542 DARROW/YARNELL WOOD PRODUC 0 rn WBS .76 550' MEMBER FORCES (LBS) GRIP BPAV ON DFL LUMBER 2. CO'IFORMS,SO TPI-85. w � 'zPETITIVE _ :S USED. TOP CHORDS ua_ T r yATULS BASED ON A-G = 3183 C G-H 2837 C 4r- CSS AREA 'TEST METHOD. DATE: 4-30-90 VERSION: 37..0 Fa LATERAL BRACING: H-'8 = 1980 C B-I 1980 C %•LATES - 20 GAUGE H-T-I TOP CHORD - CONTINUOUS I-J' = 2837 C J-C _ 3183' C GRIPPING 432-295 PSI. PER PAIR , BTM CHORD - .CONTINUOUS BOTTOM CHORDS INCLUDES 25.0% INCREASE _ x,963 =! TENSION 987- $90 PLI :PER PAIR TRUSS SPACING - 24.0 IN. A-F = 2409 T F-E Ci E-D 1988 T _U-C ;.tQv SHEAR 824- 371 PLI PER PAIR LOAD CASE R1 WEBS s, LUMBER STRESS INCREASE: 25.0% G-F = 4,13 C F-H 4b7,T JT TYPE E:_ATE ;SIZE R Y 4y j t F-a LOADING LIVE 'DEAD :!PSF)` H-E = 708 C le-B: s 909 T A 2001 4.00 R :6_00 7.7 3_5 TOP CHD 16.0 14.0 E-'I 708 C a-D 407 T B 3001 4.'00 X 5.00 2-5 2_2 BTM CHD .0 5.0 D-J = 413 C C 2001 4.00 X 6.00 7.7 3.5, C=> TOTAL 16.0 19.0 35.0 D 1010 3'.00 h•4.00 CTR CTR 'T SUPPORT CRITERIA DL+LL DEF: _1" IN'F-E E 1270 5.00 ;. 8.00 4.0 3.0 �a JT REACT WIDTH JT REACT WIDTH LL DEFL 191 < S/360 F 1010 3.00 X 4_00 CTR 'CTR LBS IN-SX IN-SIC S/DL+?*„ DEFS=999 S/DEPTH= 6.0 G 1202 6.00 x 6.00 3.0 4.0 A 1239 _3- 8 C 1239 3- 8- H 1010 4.00 T. 4.00 CTR CTR 1 1010 4-00 Ti 4.00 CTR CTRiA LOAD CASE 92 J 1202 6.00 R 6.00 3.0 4.0 LUMBER STRESS INCREASE: 25.0$' *•" _ � - . J � ; a; LOADING LIVE DEAD (PSF) ` TOP CHD .O 14.0: BTM CHD 10.0 5.0j 1575% TOTAL 10.0 19_0 29.0' SUPPORT CRITERIA,t G /J JT REACT WIDTH JT REACT WIDT's: LBS IN-SX LBS' !N-SK `'♦ Z�` A 1027 3- 8 C 5027 {8'- nF�s - CHECKEO.MAY t r f Cr 3 314` W 5z5% m in = b-Do'-01 0 t G�. 4z5lo 1 D 3x4= 3a8= 3x4=Zi TO24-00 -00-00 18S2 ' s a I _ 1' -LnO-JO ( 07 ILA BC 30-00-00 Ca'I SZZE LUMBER 1.15FE I.z'FiD: C','St #1 PLATING CONFORM; TO TPI NOTES: i0i� t-I °' .60,rX 4 DFZN�:.. L050 LUMBER S'FRES$ INCREASE:. 25-0%. VERIFY PLATE. VALDZS WITH - 1.. TRUSSES- MANUFACTURED BY BT44 _,7t 2.t c' D=L-101. 2050 LOADING LIVE DEAD'(PSFJ TRUSSTEEL UBC RR'.# 4542 DARROW/YARNELL WOOD'PRODUC WB -75• 2X. 4. EFSTAND 550; TOP CHM .0 14-0 GRIP BASED: ON DFL. LUMBER 2. CONFORMS TO TPI-85. �= -: F.£PETTTZVE: FiEMB_R STRESS' USED- BTM' CHD 10:«0' 5.0 GRIPPING:'VALUES BASED' ON TOTAL 10-0 19.0 29.0 GROSS AREA TEST METHOD.- DATE: 5- 1-90 VERSION; 31.0 ' LATERAL BRFC.CNG: SUPPORT CRITERIA: PLATES - 20'GAUGE :H-T-1 �7 TOP' CHORD - CON 1NUOUS` JT REACT' WIDTH JT REACT' WIDTH GRIPPING 432-295 PSI PER PAIR e � ATK CHORD CONTINUOUS LBS IN'-SX LBS IN-SX INCLUDES 25.0% INCREASE TRUSS: SPACING -• 24.d IN_ A. 861 3.- 8 L 861 3- 8' TENSION 987- 890 PLT PER PAIR F-s SHEAR 824- 371 PLI PER PAIR 'LOAD CAST, �T_, LEFT RIGHT LUMBER STRESS YNCREASE-- 25.0 HEEL OIX- 4SX JT TYPE PLATE SIZE X Y f)'+� � 3 LOADING LIVE DEAD (PSF) A 2001 4.00 X 5,00 7.0 3.5 fJT � TOP CFiD 15.0 14-0 MEM.BEP FORCES (LES) B 3001 4.00 X 5.00 2.5 2.2 Hs STM;CHD -d 5.0 TOP CHORDS D 1010 3.00 X 4.00 2.4 CTR 1 TOTAL 16_0 19-0 35.0' A-G = 2506C G-11 _ ;2187 C E 1070 3.00 X 8.00 CTR CTR SUPPORT CRITERIA H-B 1324 C B-I' 1324 'C F 1010 3-00 X 4-00 CTR CTR i `'�r�C • jt r Jr REACT WIDT$ :37 REACT' WIDTH; S-X = 965 C G 1:202 5_.00 X 5_.00 2.6 3-0 , >; 4! LBS IN-SX LBS IN-SX BOTTOM CHORDS H 1010 3.00 X 4-00 CTR CTR t *f �� �� ��✓�_� y A 1039 3 8: L, 1039 3- S A-F' 1885 T F-E - 1473 T I 1010 3;.00 X 4.00 CTR CTR s �: E-V = 992 T D-L, = Or T K 4210' 4.00 R 4.,00 1_9 CTR WEBS L 4000 3.00 X 4-00 CTR CTR a' G-£- = 399 C F' -H .: 472i 1-5751 �a % 3 - H-E- 708' C E:-B` 533 T E-T- = 60; Tr I-D583 C' D-K = 1062 T L-K- _ 1031. C DL+LL DEFT: - -36- IN A-G`T <: S/360� ZZ D£FZ -18 f S/9L+LL DEFL=999 S/DEPTH= 5.0 CHECKED HAY C�4►A 4x4= a_ I 1_;5x411 6 a TC 6-06-00 6-06-00 BC - 13-00-00 13-00-00.. CSS SIZE Lumam FB: LOAD CASE #2 PLATING CONFORMS TO TPI NOTES. TOP .38 2A 6 DFLNOZ 1250 LUMBER_ STRESS INCREASE. 25.0$ VERIFY PLATE VALUES WITH', 1. TRUSSES MANUFACTURED BY L' Ori � 3 [0 BTM' .5& 21C 4 DF NOI 175OF LOADING LI•JE DEAD (PSF)` TRUSSTEEL UBC .RR # 4542 DARROW/YARNELL WOOD PRODUC 4-3 GBS -16 2X; 4 $FSTAND 475- TOP CHID -0 14..0 GRIPBASED ON DFL LUMBER 2..- CONFORMS TO TPI -85'. BTM CH,D 20..0 1715 GRIPPING VALUES BASED OH LATERAL BRACING:: TOTAL. 10_0 26_5 36.5 GROSS AREA.TEST METHOD. DATE: 5- 1-90 VERSION: 31.0 TOP CHORD - CONTINUOU$< CONCENTRATED - LOADS (LBS); PLATES - 20 GAUGE! H -T -I 3 BTm- CHORD - CONTINUOUS' B 422 GRIPPING 432-295 PSI PER PAIR TRUSS. SPACING Z4 ---d IN. SUPPORT CRLTERIA INCLUDES 25.0% INCREASE r s JT REACT WIDTH 3T REACT WIDTH' TENSION 987-'890 'PLS PER PAIR LOAD- CASE` #1 LBS IN. -SBC LBS IN -SX SHEAR 824- 371 PLI PER PAIR' ) LUMBER STRESS INCREASE: 25_0,T A. 664 3- 8 C 664` 3- $ LOADING LIVE DEAD (PSFj - JT'TS'PE' PLATE SIZE X Y TOP CED A 16.0 14.0' LEFT RIGHT' 2001 3-00 X 5.00 7-4 3.1 PS BT.CHD! -0 12.5 HEEL OIN -- 4SX OIX - 4SX B 3001. 4.:00 X 4.00 2.0 2-2 tz in TOTAL. 16-0 26-5 42-9 C 2001 3.00 X 5.00 7-4 3_1 CONCENTRATED LOADS: (ZBSY MEMBER FORCES (LBS) D 1001 1-50 X 4.00 CTR CTR C � .. x B 4 a t 22 TOP CHORDS yr 1 �"l .. , SUPPORT ^RITERZA A -B, - 1502 C B -C 1502. C a T K CHORDS .FT FACT GIDTH 3S" REACT' WIDTH BOTTO .•� L13S IN -SK LBS IX -SX _ A -D - 131347 D' -C 1313 T' A 7,119 3 B C 738- 3- 8 WEBS D -B 280 T DL+LL DEFL _ .04- IN B -G LL DEFL - x05- < s/360 --4'►� �j��. 1`2 S/DL+LL. DEFT -999- S/DEPTH-r 6.0' '� t�7a_ CIVN _'.1 4x5= bt SL 18-11-11 -"_ 4x4 4x 12, H I 41 6x6% 6z8-, {►� 6-C6-vi G J O 47 O 4z6= 3x5= p A C. 3x4= 5x8= 3*4= 3x5r O TC 24-00 18-00-00 18-00-00 - 24-00,' BC :32-03-04 3-08-12, 36-00-00 a -Z CSi SIZE LUMBER 1.15FB LEFT RIGHT PLATING COLIFORMS TO TPS NOTES; TOP .41 2X 6 DFLN02 1450 HEEP., OIN-- 4SR: OIN' - 4SR VERIFY PLATE VALUES WITH 1. TRUSSES MANUFACTURED BY -- BTM' .75 2X 4 DFL801. 2050 TRJSSTE£L"UBC RR:#` 4542, DARROW/YARNELL WOOD`PRODUC to WBS .76 2X 4 HFSTAND 550 MEMBER FORCES (LBS) GRIP BASED ON DFL; LUMBER 2. CONFORMS TO TPI-85.: REPETITIVE MEMBER STRESS USED. TOP CHORDS GRIPPING VALUES EASED ON 3 A-G 2730 C G-H - 2384 'C GROSS .AREA 'TE_QT, METHOD. DATE: 4-30-90 VERSION: 31.6 m LATERAL BRACING:: H'-B 1527 C -B-I. .: 1527' C PLATES - 20 GAUGE H-T-I' - TOP CHORD - CONTINUOUS I-J « 1555 C J' -C _ 660 T GRIPPING 432-295 PSI PER PAIR _ L-9 BTM CHORD - CONTINUOUS BOTLOM CHORDS INCLUDES' 25-0% INCREASE TRUSS SPACING - 24.0 IN. A-F' = 2053 T T-E - 1633 T TENSION 987- 890'PLI PER PAIR E-D - 1300 T D-X. '_ 875 T SHEAR 824- 371 PLI PER PAIR LOAD CASE #1 X-C - 443 C I`"a LUMBER STRESS INCREASE: 25.0% WEBS IT TYPE PLATE SIZE X Y t4rdi/ LOADING LIVE DEAD (PSF) G-F 413 C F-H - 467 T' A 2001 4.00 1C 6.00 7.5 3.5 �i.�g �� AF,-, O TOP CHD 16.0 14_0 H-E 708 C E-B 639 T B 3001 4.00 X 5-00 2.5 2-2 BTM :CHD _0 5_0 TOTAL 16-0 19_,0 35.0 E-I 215 C I-D - D-J - 472 T J-X - 257 C 2214 C C 2001 3.00 X 5.00 7.4 D 1010 3.'00 X 4-00 CTR 3.1'qp CTR 4✓Sx 40 SUPPORT CRITERIA._ IT REACT WIDTH 37 R£AC7'WID;Y DL+LL DEFL IN E-'D E 1270 5-00'X 8-00 4.0 F 1010 3.00 X 4_00 CTR 3.0 CTR: 101/ LBS IN-SX LBS IN-SX .17_3<" LL DEFL _ 5/360 G 1202 6.00 X 6.00 3 0 4-:0 �t { A 1104 3'- 8 K 1395 3- 8 S/DL+LL DEFL=999 S/DEPTH= 5.4` H 1010 4.00 x 4.00 CTR CTR I 1010 4.00 X 4.00 cCTR CTR LOAD CASE #2 J 1230 6.00 X 8:00 :2.9 4.0 LUMBER STRESS INCREASE,: 25.0$' K 1001 3.00 X 5.00 CTR .CTR - j! h LOADING LIVE DEAD (PSF)' 4=�a5= J TOP CHD .0 14.0 BTM CHD 10_0 5.0 • s 1 - TOTAL 10_O 19.0 29-0{ :SUPPORT CRITERIA IT REACT WIDTH IT REACT WIDTH LBS IN'-SX , LBS IV-SX n A 914 3- 8 K 1156 3- 8' �F CHECKED MAY P y � B- N z ro as co 12 I p ro 4 i-- o 3-01-15� . � x a A. H IJ 4 j C O CC'S TC 24-00- 7-11-11 O il. - Bc 8-00-00 t7: Cd _ 'CO 8:-00-00 r-3 p3 t='1 CS1 SIZE LUMBER 1-15FE HEHBEB' FORCES (LBS) Z=� TOY -all 2K 6 DFLNOZ 1450 A -B 0 T NOTES; BTM .11 2x 4 DFLNO. 2050 BOTTOH CHORDS 1_ TRUSSES MANUFACTURED BY - LUMBER STRESS INCREASE. 25-0%. A -C 0 Z' DnRROV/YARNELL.WOOD FRODUC REPETITIVE, MF-nBER STRESS USED WEBS: 2. CONFORMS' TO TPI -85.. IATERXx- BRACING'= DL+LL DEFL.- .14' IN A -B' DATE; 5- 1-90 VERSION: 3 .0 TOV CHORD' CONTINUOUS': LL DEFL t Sj360 8TH'.CHORD, CONTINUOUS- S/DL#LL-DEFL=685 S/DEPTH= 3.0 7 TRBSS SPACII3G - 2+1;_0" .I2i. � �- ~ PLATING CONFORMS TO TPI S c I LOADING' T.ZV$ DEAD (PSFj 4-EAIFY PLATE 4'ALUEs iJZTFX outil � TOP' CHik: 16.0 14.0 TRUSS'SEEL UBC RR #' 4542 B-aH CsD .-0 5-0 GRIP' BASED OH DFL. LUMBER1y >! <IIAZA tr TQIAL I$.0 I9s0 35_0 GRIPPING VALUES BASED ON: � .� Lr. i.. ; q �� r - . GROSS AREA TEST METHOD. App «. SUPPORT CRITERIA PLATES - 20 GAUGE H T -I. tio 37 REACT WIDTH' JT REACT WIDTff GRIPPING 432-295 PSI PER- PAIR �. LSS: I:i=3X LBS- IN-Sx, INCLUDES' 25.0% INCREASE. ' A. 269 3- & S 230` 3- $' TENSION 987- 890 PLI PER PAIR C 38 3'- $ SHEAR' 8Z4 371 PLI PER. PAIR a ZEFT RIGHT' JT TYPE PLATE SIZE X Y HEEL, OIN - 4sx� A 2001 3.00 A 5..00 7.4 3.1 MEMBER ,FORCES CLBSj C ��f'►jf EO l i TOP CHORDS CK j ( C. 4 Z co 4x5= :01 SL ls-1i.-1'1. F B SL 18-11-21 +a •7+ 2X411 n H 4x4 _,- I J .Jf 32 4 6x8! 6-06-01 H 3.x5= 4x5= C A E C �F 4 x _ 1.2 f 4x5= 3x4= 32% n TC 24-00 16-00-00 18-00-00 24-00 I� BC 5-05-08 7-09-12 7-09-12 14-11-00 Q G C�_ 36-005-00 CBI SIZE LUMBER 1_15FB LEFT P.IGHT PLATING CONFORMS TO TPI NOTES: TOP .38 2X 6 DFLN021450' HEEL OIN 43X GIN'- 4SX VERIFY FLATS VALUES WITH 1. TRUSSES.KANUFACTURED BY 0 BTM .65 27 4 DFLNOI 2050 TRUSSTE`L UBC RR # 4542: DARROW/YARNELL WOOD PRODUC WBS .89 2X 4 :iFSTAND 550 MEMBER FORCES (LBS) GRIP 'BASED ON DFL 'LUMBER 2. CONFORMS TO TP1 85, M C4 REPETITIVE MEMBER STRESS USED.: TOP CHORDS GRIPPING VALUES BASED 1ON 3, FASTEN TRUSS T.O;CANT-. = 0 A -H - 728 T K -I 3831 C GROSS AREA'TESI rXTHOD.. BRG(S), FOR 327 Lss UPLIF3. 3 LATERAL BRACING: I -B = 1833 C B -J = 1562 C PLATES - 20 GAUGE Y -T -I ' TOP CHORD - CONTINUOUS J -K 2138 C X-C - 2458 C GRI!zANG 432-295 PSI PER PAIR DATE-, 4-30-90 `VERSION 31.0 STM CHORD - CONTIr:.3US` BOTTOM CHORDS INCLUDES 25-0t.INCREASE TRUSS SPACING - '24.0 IN.. A -F' 530 C F -E, 74 T' TENSION 987- 890 PLS PER PAIR Q E -D 1071 T D -G a 1467 T' SHEAR. 824- 371 PLI PER PAIR f' LOAD CASE $1 G -C - 1847 TCOUN LUMBER STRESS INCREASE:' 25.0% WEBS' JT TYPE PLATE SIZE X- Y = 1664 C H -E _ 1612 'T' A 2001 3-00 X 5.00 7.4 3-1 LOADING LIVE DEAD (PSF} F -H TOP CHD 16.0 3.4.0 E-1 = 336 C E -B 602 T B 3010 4.00 X 5.00 12.5 2_2 ` BTM CHD 0 5.0 B -D - 414 T D -J 580 C C 2001 4-00 X 5.00 7.0 3-5Ap TOTAL 16.0 19.0 35.0 J -G _ 415 T G -K 399 C' D 5110 4.00,X 5.00 2.0 SUPPORT CRI'_ERIA E JT REACT WIDTH JT REACT WIDTH DL+LL DEFL - .40" I1 E -D F 5103 4.00.X 5.00 CTR CTR Ro LBS IN -SX LBS IN -SX LL DEFL = .22- (!S/360 G 1010 3.00 X 4,00 GTE CSR F 1474 3- 8 C 1024 3 8 LL DEFL (CANT) = .01- < C/180` H 1210 6.00 X 8.00 4.0 4-0 S/DL+LL DEFL-913 S/DEPTH= 5.1. I 1001 2.00 X 4-00 CTR CTR J 1 O1G 4.00 X 4.00 CTR CTR N • t ` - LOAD :CASE $2 ` LUMBER. STRESS INCREASE: 25-0X K 1202 6.00 X 6.00 3.0 4.0 LOADING LIVE DEAD (PSF) TOP .CHD -.0 14.0 -. - BTM CHD 10.0 5.0 TOTAL 10.0 19.0 29.0' a -y SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH .r, LSS IN -SX LBS IN -SX F 1222 3 8 C' 848 3- B I' PF Mm CHECKED MAY 1 SL 18-11-11 $ SL .12-07-13 V ;x` I 4x4z::- ul 1. 0. 12 J 4 V}W� :.. //VI►', ym 6 6Hb- rO b-06-01 Q Z� 9 : lot 3z5= h A E 5x10= ix � F _ 2 2 D 14L 04 377 Lv a; TC 24-00 18-00-00 12-00-00 8cI 5-05-08 7-09-12 7-09-12 p '8-11-00 30-00-00 CSI SIZE LUMBER 1.15FB LOAD CASE #2 PLATING C014 DAMSTO TPI TOP .30' 2X 6 DFLN02 1450 LUMBER STRESS' INCREASE: 25.C6 'VERIFY PLATE VALUES WITH C' 0 STM .56 2X 4 DFLN01 2050 LOADING LIVE DEAD (PSF) TRUSSTEEL UBC RR 4 4542 WBS .69 2X 4 EFSTAND 550 TOP CRD -0 14.0 GRIP BASED ON DFL LUMBER REPETITIVE MEMBER STRESS USED,. BTM. CHD 10.0 5,O GRIPPING VALUES BASED ON TOTAL 10:0 19.0 29:0 GROSS AREA.TEST METHOD. LATERAL BRACING: SUPPORT CRITERIA PLATES - 20 GAUGE A-T-S^`rrE TOP CHORD - CONTINUOUS JT REACT WIDTH JT REACT WIDTH GRIPPING 432-1295 PSI PER PAIR,� BTM CHORD -CONTINUOUS LBS IN-SA -LBS ITL-SX INCLUDES 25_0$ INCREASE ONE BRACE .i-M F' 1063 3- 8 M 676 3- 8 TENSION 987- 690 PLI PER PAIR tom: NG TRUSS SPACING - 24..0 IN.SHEAR 824- 371 PLi _PER PAIR LEFT RIGHK AP I%% j -LOAD CASE_ 01 HEEL OIN - 4sx.. JT TYPE PLATE :SIZE x Y b4o LUMBER STRESS INCREASE. 25..00 A 2001 3.00 X 5.00 7.4 3.1 a LOADING LIVE DEAD (PSF) MEMBER FORCES (LES) B 3010- 4.00 X 5.00 2.'5 12:.2 f =i TOP Ci?D 16.0 14..0 TOP CHORDS D 5110 4.00 iC 5.00 CTR CTR STM CHD .Q 5.0 A-H 72$ T H-1 1305 C E 6070 5.00 X1'0_ 00 - 5.0 3..0 '"-. TOTAL 26.0 14.0 35.0 I-B 1305 C B-J = 402 C F 5103 4.00 X 5.d0 CTR CTR �'�"►a SUPPORT CRITERIA J-:L 0 T H 1210 6.00 X 6.00 3.0 4.4 *; tf,{'. ' �.�i A ` g. 4" JT REACT WIDTH JT' REACT idiUTH BOTTOM- CHORDS I 1401 1..50 X 4.00 .CTR CTR S..Q C •�` LES IN-SX LBS 1N-57C A-F _ '� a-S _ 34 C J 1t3I0 4'.00 St 4_00 CTR CTR. •.� �'..,� 4 : F 1.383 3> $ ti: Sib 3- :8 E-D _ 689 T D-EI _ 698 T L 4100 TCO 7C .4.00: C7'7i 'CTft WEBS 1M 4_010 3-00 X 4..00 1_9 CTR _ F-H - 140-1 C H-E' 1237 : . ` ,� ;., }� '' t a E=2 338 C E-B _ 541 T. NOTES. B-D, - 105 T D-S _ '74 C I. TRUSSES MANUFACTURED BY J-M 1069 C M-L 169 C DARROVIYARNELL iTOOD PRODUC 2. 'CONFORMS TO TPI-85:. � � VN DL*LL. DEFL = .47- IN D-K 3, TASTE* ?RUSS To CANT. LL DEFT. x30' C Sf360 ZRG(S7 `-FAIR 327 LBS i�_ �tz tit S� DLLTflFL•&27 s jDEPT:- 4,1 i,�P�r 4 6; q C4 ►-3 t7: K � b c co r 1 A x Z 4 irijtj YC 24-00'.. ,. B-00-00 BG 8-00-00 I-S1�71 C c CSS SIS Luei$,ER' S-15FB MEMER! CSI >.P(LBS) M41ST Ma -21(D PLAT HC CONFORMS TO TPI; NOTES: TOF .33 2X 6- DFLNOZ 1-450 TOP CHORDS VERIFY PLATE VALUES- WITH 1., TRUSSES: MANUFACTGRED BY L� SiY .11. ix- 4 betNOI: 2050 14.-D-_ Z3 15 T 0 -4327 TP.USSTEEL UBC RR # 4542 DARROW/Ym NELL WOOD FRDDUC :LUMBER, STRESS ZNCREASEr,Z5.0x D -B: .32: 5$': C 4327" 0 GRIP SASED ON DFL :LUMBER 2, CONFORMS TO TPI --85, REPETITIVE MEMBER .STRESS USED. BOTTOM CHORDS GRIPPING VALUES BASED ON 3., AS REQUIRED. SHIM BRGs 0 __. X-C ,.11 0 T 0' 0 GROSS AREA TEST' METHOD, ENSURE SAM ELEV AT' EAC LATERAL HRACING - WEBSPLATES - 21-1 GAUGE :t-2-1 4. FASTEN TRUSS; TO $RC TOP CSORD CONTINUOUSGRIPPING. 432-295` PSI PER PA E FOR. '227 LBS ` 0P UP Com' BTn CHORD' CONTINUOUS DL+2L DEFL - .06' 19 X-C INCLUDES: 25.0% INCREASE WHILE TERMITT3N P ARD L TRUSS SPACING - 24.0 19. LL DEFL t Sj366 - TENSION 937- 890 'PL1 PER PAIR hOVEMENT Or; W B G. S%DL+LL DEFL-999' /DEFTii= 3.0 SHEAR 924- 371 PLI PER p= R c U LOADING LIVE DIAD (PSFj DATE: r 1-90 N TOP CHV. 16.-0, 14.0 JT TYPE PLATE SIZZ Y', X � u 3TM' CHV .0 5..0 A 2001 3.00 X.5- TOTAL 28.0 17.0' 35.0 B � j � � r'� 1-r• � �ti St?PORT CitIT'EE NI L D JT TYPE HOPI Vr-RT LtED?ii'� LBS LBS III--cm1T >s pp C; 226' 3- 8 S HORS ktrH G -1-227` 3- 8 C 1� HORZ RF:E' G 5194 3 IV -� �- ! v iZcKED�' 4x5=' B SL 6-20-04 N SL 6-10-04 V 12- 4F- 2 -08-01 24F-2-08-01: O ;o 3;8_ 3x3= R E D 3z4% 3:4\\ TC 6-06-00 16-C6-00 r BC 13-00-00 y 13-00-00 - _ MEMBER FORCES (LBS) - EACH PLY two C.t - s 2 -PLY TRUSS BOTTOM CHORDS NOTES: C:'O a *+:acpeaw:r A-E - 2735 T E -D - 2082 '. 1- TRUSSESMANUFACTURED BY H W D -C_ 2735 T' DARROW/YARNELL'WOOD 'PRODUC CS1 SIZE ,LUMBER FB WEBS 2. 'CONFORMS TO TPI -85 TOP 40 2X 6 DFLN02 1250 E=B _- 1047 T B -D 1047 T 3- TIE-IN LOADS :SHOWN WITHOUT tom. BTM .83 2X 6 DFLN02 1250 DAMAGE TO TRUSS- Q VBS .58 2X 4 HFSTAND 475 ''•'LL DEFL . .10- IN E -D. 4. PREVENT -TRUSS. ROTATION AT r3 LUMBER STRESS INCREASE,_ 25.0% LL.DEFL _' .04-' S S/360 RLL BEARING.LOCATIONS.ZUZXl S/DL»LL DEFL-99.9 S/DEPTH: 6.0 _5.•, GIRDER CONDITION: LATERAL !BRACING: TIE -Ili TRUSSES ON BTM .CHD TOP CHORD - CONTINUOUS PLATES ARE FOR EACH PLY WITH SPAN OF 25`-'0- ,.._ _ BTM CHORD - CONTINUOUS 6., -ASTER-:EACH PLY TO THE 1L�s TRUSS SPACING 24.0 IN, PLATING CONFORMS TO TPI -NEXT WITH lOd HAILS ?s?, E ---i VERIFY PLATE VALUES iJITHJ -INCHES O.C. '•HR'JOUR LOADING LIVE DEAD (PLF) TRUSSTEEL UBC:RR 4 4542 1 ALL CHORDS AND 'WEBS TOP CHD 32.0' 28.0 GRIP BASED ON DFL LUMBER FASTEN EACH BOTTOM :CHD,WITH BTri:CHD 184.0 228.5 GRIPPING VALUES BASED ON -7-ROW(s) 10d NAILS AT TOTAL 216.0 256.5-472.5 GROSS AREA TEST METHOD. js rINCH£S.O.C. 'INTO EACH PLATES - 20 GAUGE H -T -I % cou CHORD OF EACH PLY. * p '�C' STAGZER. NAILS TO AVOID SUPPORT CRITERIA. GRIPPING 432-295 PSI PER PAIR, _ �1j JT REACT WIDTH JT REACT VIDTH INCLUDES 25.Osk INCREASE 2-C) Q� SPLITTING 'OF WOOD- JT IR-SX LBS IN -SX 'TENSION 987- 890 PLI PER PAIR C' USE PRCFERLIC RATED HANGERS l r J LOADS Ff2AMING INTO A. 2933 3- 8 C 2933 3- 8 SHEAR 824-- 371 PLI PER PMR 2 DER, TRUSS< LEFT RIGHT' JT TYPE PLATE SIZE X Y KR Y&Jf� HEEL OIN - 4SX OIN - 4SX A 2001 3.00 X 8.00 15.5 5.3�i.'s- 5- 1-90 VERSION: 31.0 B 3010 4.00 X 5.00 2_5 2.2. MEMBER FORCES (LBS) EACH PLY C 2001 3.00 X 8.00 15.5 5_3��J�_* TOP CHORDS D 1001 3.00 A 4.00 CTR CTR, �� '.%1'rv'� 2883 C' E 1001 3.00 X 4.00 CTR CTR L A -B _ 2883 C e -C TOP CHORD LUMBER - 2x47 or 2.-_ DFL NO. 2 or BETTER TCLL 16 psf BOTTOM. CHORD LUMBER 2x4 or 2x6 DFL NO. 2 or BETTER TCDL 7psf WEB LUMBER — 2x4aliEM FIR STANDARD OR BETTER BCDL 5 psf SPACING O1± VERTICALS TO BE 16 - 24" MAXIMCUM LENGTH: VERTICAL WITHOUT BRACING 7'-1l'� DUR FACTOR 25 MAXIMUM LENGTH VERTICAL WITH DIAGONAL BRACING 15'-10" MAXIMUM LENGTH VERTICAL. WITH "L" BRACE 1x4 IS 9`-9" i Xl?�SII'f LENGTH VERTICAL WITH "L" BRACEa 2x4 IS 15-10 TtPICAL NOTCH 12 FOR FLAT 2x4 OUTRIGGERS TYPICAL 1x4 or 2x4 ":L": BRACE a - - l CONTINUOUS BEARING SPAN f' HEEL PLATES 3x6 PEAK PLATES: 5x4�pcEsk .s 30B�-M MARK DATE —90 APPROVED SCALE' -- -SHEET 14 5=1~t? 1/4"-I' OF ,-1 g► - - - CC - 4 ._ 2-05-25 - }d r A �Y :0 0 TC 24-00 BC r � 0 CST SIZE; LUMBER 1.15FS DL+LL DEFL .05" IN A-$ NOTES: TOP .21 2X 6 DFLN02 1450 LL DEFL < Sf360 1. TRUSSES MANUFACTURED BYDAR- ry IUMBER STRESS INCREASE: 25.0% S/DL+L:. DEFL-999 S/DEPTH= 3.0 CONFORMS TO WOOD PRODVC `f a REPETITIVE MEMBER STRESS USED.-0ONFORSiS TO TPS -:85. PLATING CONFORMS TO 'TPI j� - 47 LATERAL 'BRACING: VERIFY PLATE VALUES :WITH Da1TE: b- 7-47: VERSION:, 3,1:4' `" TOP ,CHORT, - CONTINUOUS. TRUSSTEEL UBC 4R # 4542 BTM .CHOP,) -- CONTINUOUS GRIP BASED ON DFL LUMBER C= TRUSS SPACING 24.0 IN.. GRIPPING VALUCS BASED ON GROSS AREA :TEST METHOD,. tea- LOADING LIVE DEAD (PSF) Cl TCP CHD16.0` 14.0 BTM C a D .0: 5.0j`. , TOTAL 16_0' -19.0 35.0 W SUPPORT CRITERIA. JT REACT WIDTH 3T REACT WIDTH LBS IN -SR LA=G IN -SX A 'j 79 3- 8' B 173 3- 8 Qk MEMBER EO.rt ( FORCES L8) 0j� . 4�1IV L� 70P CHORDS � _ ry A -B a 0 T N�M� BOTTOM CHORDS l 'i WEBS No r KD DoLL 12 c 00 =t _ Q 4 _�� C3-01-15 Z G i C. 3x5-- ilk z5=A r taf 63 zC z4 -OO 7-11-12 d V2 8-00-00 Tel r.0 —00-00 ...,. Lz1 C- zZE.LUMBER 1.15F -r MEMBER FORCES (LES) TOP -3` t 6 DFLN02 1450 X—B - 0 T s>,ES: i=> BTM 1< "T- 4 DFLNOI 2050' BOTTOM'CHORDS 1. TRUSSES MANUFACTURED BY LUMBER STRE5., INCREASE: 25.0% AC, '- 0 T ?�ARROG7/Y1iR2iELL "WOOD. PRODUC X1.7 ` REPETITIVE MEMBER STRESS USED. WEBS 2. CONFORMS TO TPF -85. }� LATERAL BRACING'S DL+LL DEFZ - .14" IN A -B WVIE: 5 1-90 VERSION: 31.0 TOP CHORD - CCONTINUOUSLL DEFL c 9/360 - N BTM CHORD - CONTINUOUS S/DL+LL DEFL-685 S/DEPTH= 3.0 t TRUSS SPACING - 24.0 IN- Qn- �j PLATING CONFORMS TO FPI. i cot ES�' t'l LOADING LIVE DEAD (PS'Ff VERIFY PLATE VALUES WITH T� TOP CHD 16-0 14_0 TRUSSTEEL UBC RR $ 4542 aTM CND .0 5_0 GRIP BASED ON 3FL LUMBER i TOTAL 16.0 ,19..0 35.0 GRIPPING VALUES BASED ON GROSS AREA TEST :METHOD SUPPORT CRITERIA PLATES - 20 GAUGE H -T-2 JT REACT WIDTH JT REACT WIDTH GRIPPING 432-295 PSI PER PAIR f" LBS IN—SX LBS IN -SX INCLUDES 25.0% INCREASE A 269' 3— 8 B 230 3> 8 TENSION 987— 890 PLT PER PAIR: C 38 3— $ SHEAR824— 371 PLI PER PAIF s ; LEFT RIGHT JT TYPE :PLATE 'SIZEX Y � r ��} ;_ HEEL OIN — 4SX A 2001 3.00 R 5.00 7,4 3.1 '� - C�B -- i MEMBER FORCES (LB$) C to v TOP CHORDS i 4x5 SL 18-11-11 B SL 18-11-11 u 4x4-;:a� 4z4� b K 12 H` 3 41 Ci 6x6 6zS� w 6-06-01 4x6= t 3x5= O F E D 3z4= 5x8= 3x 1= 3x5; 6 TC 24-00 18-00-00 18-00-00 24=00- 11 0 BC 32 :s-4� 3-08-12 Q ga 36-00-00 N C) cz CST SIZE LUMBER =.15FB LEFT RIGHT PLATING CONFORMS TO TPI NOTES: 0 �, TOP .41 2X 6 DFLN02 1450' HEEL OIN - 4SX OIN - 4SX VERIFY PLATE"VALUES WITH. I- TRUSSES MANUFACTURED BY BTM .75 2X 4 DFLNOI 2050 TRUSSTEEL UBC RR ,# 4542 DARROW/YARNELL h'OOJ PRODUC` _TBS .76 2X 4 ',HFSTAND 550 MEMBER FORCES (LB'S) GRIP.BASED ON DFL LUMBER 2.'CONrORMS TO TPI-BS. Cy O REPETITIVE MEMBER STRESS USED. :OP CHORDS GRIPPING VALUES BASED ON 3 �. A-G -- 2730 C G-H 2384 'C GROSS AREA TEST METHOD. DATE. 4-30-90 VERSION: 31.0 k LATERAL BRACING:' H-B = 1527 C B-I 1527 'C PLATES <20 GAUGE H-T-1 TOP CHORD - CONTINUOUS I-J - I5`-r5 C J-C _ 680 T GRIPPING. 432-295 PSI PER PAIR: C-t BTM CH04D - CONTINUOUS' BOTTOM CHORDS INCLUDES 25.0% INCREASE Li TRUSS SPA;.ING - 24.0 I.N. A-F 2053 T F-E 1633 'T TENSION 987- 890 PILI PER PAIR. !-�1 E-D = 1300 T D-K 875 'T ShEAR 824- 371 PLI PET. PAIRi LOAD CASE 01 K-C 443 C oIROFE LUMBER STRESS INCREASE: 25.0% WEBS JT 'TYPE PLATE SIZE X Y f God A WS ? LOADING LIVE DEAD '(PSF) G-F = 413 C F-H 467 T' A 2001 4.00 X 6.00 7.5 3..5 ��Cri�`� a►'r TOP CHD 16.0 14.0 I1-E. - 708 C E-B 639 T B 3001 4.00 X 5.00 2.5 2.2 STM CHD .0 5.0 E-I - 215 C I-D _ 251 C C 2001 3.00 X 5.00 7.4 3.1 TOTAL 16.0 19-0 35.0 D-J 472 T J-K 2214' C D 2010 3.00 X 4.0J CTR CTR 0C 184., Ma SUPPORT CRITERIA E 1270 5.00`X 84-00 4.0 3.0 * � !►� JT REACT WIDTH JT REACT WIDTH DL+LL DEFL - .32" IN E-D F 2010 3.00 X 4-.00 CTR CTR LHS IN-SX LBS IN-SX LL DEFL = .17" t S/360 G 1202 6;,GO X 6.00 3.0 4.0 �4 A 1104 3 8 K 1395 3 8 S(DL+LL DEFL-999` S/DEPTH- 5.4 H- 1010 COO X 4>.DO CTR CTR I 1010 4 V X 4.00 CTR CTR C4- � .+ LOAD CASE #2 J 1230 61.00 X 8.00 2.9 4.-0 LUMBER STRESS INCREASE. 25.0$ K 100.1 3,00 X 5.00 CTR -CTR. «s 1G .. LOADING LIVE DEAD (PSR) TOP CHD .O 14.0 BTM CHD 10.0 5.0 TOTAL 10.0 19.0 29.0k : - SUPPORT CRITERIA °. JT REACT WIDTH IT REACT WIDTH.- LHS IN-SX LHS IN-SX A 914 3 8 K 1156 3- B' e k .. -, I V. 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