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HomeMy WebLinkAbout069-300-021LESLIE AVERY 69-30-21 _ -- 6236 Jack Hill Dr, _ 11-_g7B P' Oroville Olt Permit#14 , ,E,M(new sin le . , t g famil 69.30-21 Permit#2053-87B,P, E,M(hew single famil Per it#2285- 69-30-213 •%�' 9%. 88B(ne;=aretaining wall) 1 ` A 0 1 N - f 1j 1 I f A 0 PERMIT NO. PERMIT EXPIRES VC OWNER LES IE E. AVERY t r t CONTR. owner " S ASSESSOR PARCEL 69-30-21 LOCATION 6236 Jack Hill Dr, Oroville el z 14-7 f t �l ,t Temp. Power Pole Called PG&E Temp. Elec. Service Called PGF•F i Temp. Gas Ser Called PG! JOB FINALED Signature = OK ) 0-= Not Oki V. ' = Not Readyable MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Bea ms-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / P'L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -61 Date Card -81 Date 10. Roof; Shthg-Roofing Card -131 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -61 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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 Card -B1 Date Card -B1 Date Card -131 Date Card -61 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -131 Date Card -81 Date Card -131 Date = OK =NotOK RESIDENTIAL (Single and.Duplex) = Not Applicable = Not Ready Date UNPROLOOR (Plans) OK except #'s Date FRAMING (Continued) r? o .g -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors tg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Ring. 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-Walls-Wndws Card-BowDat Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -131 Date Card -81 Date Card -B1 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 -81 Date Card -B1 Date 67. Stairs &Rails Card -B1 Date Card -61 Date 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 71. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 72. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 73. A.C. Duct in Garage -Damper 26. Equip. Ground made upw/Mech. Fasteners -Bond Gas & Water 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 27. 2 Appliance Circuts in Kitchen &Conductor Size/G.F.I. 75. pib., Elec. &Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 77. Insulation -Foam -Looked in Attic ❑ Yes 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. 32. Clothes Closet Light -Shower Light -Spa Light 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 33. Smoke Detector 81. Stucco; Brown -Finish Card -B1 Date Card -B1 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -131 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 -B1 Date Card -81 Date 92. Roofing Certificate Card -B1 Date Card -61 Date Card -131 Date Card -B1 Date Card -131 Date Card -B1 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors Card -131 Date Card -131 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 PERM}? S// 7 County Center Drive - Orovilld, California 95965 - Telephone: 916/538-7541 �� APPLICATIHAND- PERMIT ASSE S R PA C L N M ER ZONI 111 11111111,01111 on BUILDING PERMIT owN RTELEPH N SQ. FT. OCC. BUILDING VALUATION OW ER 5 MAIL NG DR S ;1/ Ord R OR'SAM TEL PH NE ONTRACTOR'S MAILING ADDRESS Fireplace CO S RUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LEND R'S MAILING ADDRESS Permit Fee $ D AR H TECT OR ENGINEER LICENSE NO. Plan Checking Fee $ �f o Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS ark kill bl, Permit fee = It (./ r PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 ro V� Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURV SF ❑ Duplex❑Mobilehome❑ Other 1 n 1 SPEVY, Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G W 0.00 ea TYPE OF WORK New % Addition ❑ Remodel ❑ Utilities ❑ installation[] Other ❑ j Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 810V 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): ❑ and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.y OR ADONS. ACC. BLDGS. , hQsgft NEW CONSTR. TI -OUTLET 2.50 ea NON-RESID .BRA C CIRC ITS OWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES D0L930 FIXED ALNS Ex. OCCUp. OUTLETS P(RESID )REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Yirin 15.00 9 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 becomesubject 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 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 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 agai st aid County in consequent a granting of this permit. X Date �/^i,�,%r� -, Signature of Applicant - Owner [3 Con raator ❑ 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 $ TOTAL PERMIT FEE $ ��Butte ID 3. OCCuP. CONST.TYPE ISCHOOL I PLOOD PARC! PD ND -� Issu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which Q . ECTOR OF PUBLIC l - BY PIAMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date ��� Receipt No. WHITE-O.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTIVI NT O UBLIC WORKS -BUILDING DIVISION / 7 COUNTY CENTER DRIVE - OROVILLE, C%IFQpLY,4,95965- TELEPHONE: 916/538-7541 A PERMIT APPLICATION' DATA SHEET Permit No. OWNER //// •r P. No. �tv, Proposed Building Use Wd-�f' Building.lnspecto. Date / 19 s At time of permit application, I was advised the following data must be submitted prior to permit processing �ZandJor issuance, DATE RECEIVED APPROVED 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. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept. . . 11. Planning approval for (A) Use: (B) Parking: 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 17. Pre -Inspection for Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. Engineered trusses in duplicate (required prior to plan check). 22. When you issue t �Telephone- Other ( lit prprocess as follows: Mail t�a.,ow�ner, Mail to contractor. T� and hold for pickup atLJ-t� 'office, Deliver w/inspector. Applicant Copy of plans sent Health Dept., Fire Dept., Other Date i The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items require Date) (Circle new item not checked above). Contractor, desig r, owne , was advised of above required data6�y phone__rnail_co Contractor, designer, owner, was advised of above required data by_phone_mall_ Plans checked b;� Date? Plans approved by Sets of plans on hold in File cabinet '4 AP folder Copy—DPW byAd9?22!:, date by date Date 10' 1P. U. zt-M!W-NT L�In�K w,,.ii v 0/, 00, 89.8o' . L ,1 1 •�Y J1 V � UNIT. 4C SG b�+►KG a.S Skow�„ � � s+rcracM�►e�T A setback of /ft. from the Pv.. � i- �eo�, �,�,{� 1. �• l i - property lines and a setback of 50ft. from the road C �.�.N7 s • _t=`i a = f %'' centerline shall ba clear of structures or equipment exoepR fuer n 2 ft. eave overhang.. - - - -- - - VOTCGi��vlN4y. T r A5RM�� E:---AII Materials ixC W 1 �q vC - .Accordance with Recognizedp 9Lof a quality prescribed for the Spa lfied �% in 16 'Uniform building, Plumbing & Macha`�,i N oz• za' t+o National Electrical Code. 4'2%'3,§" =^3G' T I; This set of puns and specifications MU5T"6el L- Z onthe job at all times and it is unlawful to e any 6h�ges m or alterations on sae without Written permission ti®m the Qepari hent of Public Works, County, of butte. _ r - CSL'_ 1"=2C rt�v Q OT, BUTTE ®0- LWY APPROVED Abzdto� n 200 nNN ZZZ oto ... � . _ ♦� Act I��u- ���N fpllv�tu� CN 5'�ib6 /lk* A(6 L4AP S/ Geor C.Oa01TIo�S @ W�u. z \e�. cc = ®O w 57$ Y m q IVIL OF C ALF® . b' 3 2 � i�- o 1 1 X35 3 M 1. 10 M4 -IN 121: Z m Z2 1le i Irlo soak q oii 43Co�61;z1� 2. 1 MI �Og :X01 40 p.20 �,CO L9' ; \sus 000 zxx 000 »> r Su.Amo �I 1 : 24otb t o9)u - ll�b I� b2 Is -1 � 1 • i .r - Zi -09. , ! -t (� 14,,4, I I �b - llu Gww IV D 0 C) 5- (�6 16"dL Oi` �-0 T3P�+C.�C►�� �11R1Si N SOM T�FIc.At; Ski �oN BUTTE OOIA'1"fY BUILDING DEPARTMEW APPROVED ; S QsOF E �eorge ti` - a W N'o.24578 m 9p� pF CM - ML` oz / 17 �3-�� . . . . , w ' ^ 1 1 r . _ ' �� . . r - '�� i -� � .. ..J ii --�ii ii �) i �' � � t •F- ���_ . �1 f PACIFIC GAS ANID ELECTRIC COMPANY 530 -"E" STREET MARYSVILLE, CALIFORNIA 95901 (916) 742.7344 A. DALE JOHNSON DIVISION MANAGER May 26, 1988 File: 641 Mr., Gene Avery 6236 Jack Hill Drive Orov.ille, Ca. 95966 Dear Mr. Avery: This Company has no objection to and hereby consents to the proposed construction of a block wall within the10-foot easement along the east property line of Lot 520 of Kelly Ridge Estates, Unit 4C, in Butte County. We do not maintain any facilities in said 10 -foot easement. Further questions or correspondence regarding this matter should be ,directed to me at Post Office Box 671, Marysville, Ca. 95901. Sincerely, erry R PNoonan Division Land Supervisor __._._---- --.._.-_.__.______..._ _..._---_.._.. ._......... A1ac-ornC le 1®n NOK of WW xxrRE tooaW Fort May 27, 1988 Avery's Lube & Oil 3034 Olive Hwy Oroville, CA 95966. Dear Sirs: Viacom Cablevision ' of Northern California, Inc. has no objection to releasing the easement rights for the backyard of the property located on Lot 520 4C, 6236 Jackhill Drive in Kelly Ridge. If you have any questions, please feel free to contact me. Sincerely, Jeff Irvine Chief Engineer JI:cm 3 2128 Myer, Street Telephone A Division of Oroville 916 533-0888 ® Viacom International Inc. California 95966 1390 East Lassen Avenue, Room 100 Chico, California 95926 June 2, 1988 Mr. Les Avery 6236 Jack Hill Drive Oroville, Ca. 95965 PACIFBC®'4BELL.. A Pacific Telesis Company ,Dear Mr. Avery: This will inform you that Pacific Bell has no objections to the construction of a retaining wall within the rear public utility easement on your property located at 6236 Jack Hill Drive. Pacific Bell does not utilize the above mentioned utility easement, nor do we expect to in the future. Please call me at (916) 891-2392 if you have any 'questions or need additional information. S' rely, 'm Bohann P blic Works Coordinator North Operations ' N B P U D 1960 ELGIN STREET, OROVILLE, CALIFORNIA 95965 916 533-2000 MANAGER: MICHAEL GLAZE May 29, 1987 Jim Glander Butte County Building Inspection 7 County Center Drive Oroville, California 95966 Re: Encroachment on Easements AP69-30-21 Dear Mr. Glander: t/o9- J0 — � In conformance with yesterday's discussion between Jeff Meith, NBPUD Counsel, and Carol Ragland, Deputy County Counsel, the exe- cution of an "Easement Encroachment Permit" by a property owner and the District, including the one by Leslie E. and Janet L. Avery, a copy of which is attached hereto, constitutes the District's per- mission to allow construction within the public utilities easement on the property described on said permit. Furthermore, the Dis- trict will not hold the County of Butte liable in connection with issuing a permit for construction of that encroachment described within any Easement Encroachment Permit. The District is certainly appreciative of the County's cooperation in not issuing permits for improvements on easements involving sanitary sewer facilities. We hope this letter will satisfy your requirements in this regard without necessity of individual letters each time an Easement Encroachment Permit is executed. Sincerely, NORTH BURBANK PUB UTILITY DISTRICT 100)1** Tel Gldgal Manager cc: Carol Ragland, Deputy County Counsel Jeff Meith, NBPUD Counsel John Starr Leslie E. Avery Recording Requested By: NORTH BURBANK PUBLIC 1960 Elgin Street• Oroville, Ca. 050.66 UTILITY DISTRICT EASEMENT ENCROACHMENT PERMIT PROPERTY OWNER: Leslie E. and Janet L. Aver ADDRESS: 6236 Jack Hill Dr., Oroville, Ca. 95966 (AP69-30-21) TELEPHONE: ( 916 ) 534-3512 ZIP: 95966 DESCRIPTION OF ENCROACHMENT: Concrete block retaining wall within 10' public utilities easement as described below. DESCRIPTION OF REAL PROPERTY AFFECTED: All that real property si- tuate in the County of Butte, being a portion of the West I of Section 6, T..19 N., R.5 E., M.D.M., more particularly described as follows: That certain public utilities easement being 10 feet in width and located within and adjacent to the Easterly boundary of Lot 520 of Kelly Ridge Estates Unit 4C Subdivision, as shown on the map thereof and recorded in the Butte County Recorder's Office in Map Book 66 at Page 6. PROVISIONS GOVERNING THIS ENCROACHMENT PERMIT 1. PROPERTY INTEREST: This Permit is valid only for the pur- poses specified herein, and neither the Permit, or use thereunder shall create an easement, right of way, or other interest in real property. 2. EXTENT OF USE UNDER PERMIT: The right to use or maintain, the structures or installations authorized herein shall be limited to the permittee and owner of the real property affected (hereinaf- ter referred to as "Owner") and all future owners of the real pro- perty affected. North Burbank Public Utility District (hereinafter referred to as "District") shall have the right of ingress and egress across said structure or installation at any and all times for people with tools and/or equipment required for the repair, maintenance and/or operation of that sanitary sewer system and. appurtenant facilities located within District rights of way. 3. MAINTENANCE AND REPAIR-: Owner shall maintain and repair the installation at all times at his sole cost and expense and in a condition satisfactory to District's Manager/Engineer. Should the Owner neglect to promptly make repairs which impair the integrity and/or serviceability of District facilities, District may -make repairs or have repairs made and Owner shall pay all costs and expenses. Also, should.District have to remove said installation during the course of routine or emergency maintenance and/or opera- tion of its facilities, -.Owner shall bear all cost and --expense for— replacing said installation. .4. DAMAGE TO DISTRICT FACILITIES: Owner shall promptly re- pair, at his own cost and under District supervision, any damage caused to District's facilities due to work under this permit, to the satisfaction of District's Manager/Engineer. Should Owner ne- glect to promptly make repairs, District may make repairs or have repairs made and Owner shall pay all costs. 5. UNPAID CHARGES: In the event Owner fails to pay Dis- trict's cost for labor, materials and supplies, after being billed by District, that are incurred under Provisions 3 and 4 of this permit, District may add the unpaid charges for services rendered to the annual assessment levied upon the land owned by Owner, or to the monthly Sewer Service Charge. 6. LIABILITY:. Owner shall assume entire responsibility for all activities and uses under this permit and shall save District free and harmless from any and all expense, cost, or liability in connection with, or resulting from the exercise of this permit including, but not limited to, property damage, personal injury, wrongful death, cleaning operations of District sewer facilities and overflow of sewage from District facilities. 7. COVENANTS: The covenants, provisions, terms and.condi- tions contained in this Permit shall bind and burden the successors and assigns of Owner as well as binding and benefiting the succes- sors and assigns of District. 8. ISSUANCE: This permit is issued under District Board Policy No. 6210.10,"Encroachment on Easements," and is subject to the -rules and regulations stated within. THE UNDERSIGNED BEING THE LEGAL OWNERS OF THE SUBJECT PROPERTY OF THIS PERMIT HAVE READ ALL PROVISIONS GOVERNING THIS ENCROACHMENT PERMIT AND BY SIGNING AGREE TO COMPLY WITH ALL PROVISIONS INCLUDED WITHIN. Dated: May 28, 1987 Owner(s) Q Leslie E. Avery Janet L. Aver NORTH BURBANK PUBLIC UTILITY DISTRICT ENCROACHMENT PERMIT AUTHORIZATION: bye. Carol A. Hill, Secretary/Clerk State of California § County of Butte § ss. On this 28th day of May, in the year signed, a Notary Public for the State appeared Leslie E. Avery and Janet L. basis of satisfactory evidence to be subscribed to the within instrument, executed it. +hf„rc. r� :J State of California § County of Butte § ss. 1987, before me the under - of California, personally Avery, proved to me on the the.persons whose names are and acknowledged that they On this 28th day of May, in the year 1987, before me the under- signed, a Notary Public for the State of California, personally appeared Carol A. Hill, personally known to me to be the person who executed this instrument as Secretary/Clerk of North Burbank Public Utility District and acknowledged to me that the District executed M GLAZE . R-M LIFOR1MAT'ril 2. Ippt 'Y PERMIT NO. — .. j; PERMIT EXPIRES OWNER LESLIE E_ —AVERY CONTR. `A ASSESSOR PARCEL LdCATION Dr, Orovill- ---------------- Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E x !- Temp. Gas Service Called PG&E ' JOB FINALED (Date) i Signature s • = OK '0 = Not OK NoYReady able . MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch \; 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts _Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. ' 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -131 Date 10. Roof; Shthg-Roofing Card -81 Date Card -B1 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements , Card -131 Date Card -131 Date , 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -131 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness- ` Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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 Card -131 Date Card -131 Date Card -131 Date Card -81 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -81 Date Card -131 Date Card -81 Date �a a -OK - • o = NotOK RESIDENTIAL (Single and Duplex) - =Not Applicable = Not Ready , t Date UND RFLOOR (Plans) OK except #'s Date FRAMING (Continued) . ning requirements -Setbacks -Easements 4. gers-Post Caps -Anchors -Connectors . Ft ., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth JAIPCIng. Joist-Rftr. Ties-Purlin-Roof Brac. r s- hthng.-Rfng. . Ftg., Garage; Soils -Steel-/ /" Ftg. Depth . Fireplace Ties or Type A Flue -Fireplace Throat 4. g., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 7. 6Nc Access; Size & Romex Protection -Draft Stop -Ins. Baffles Stemwalls, Main; Steel-Blockouts-Wrapped . Windows or Exiting Doors -Sill Hgt. & Dimensions 6. St walls, Garage; Steel-Blockouts-Wrapped arage Fire Protection Framing Slab; Steel -Wrapped W,—Property Line Firewall & Openings Piers -Fireplace Ftg.-Steel 51. gxt. Doors -One 3' -Check Garage -3rd story, 2 e ' D W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test tairs; Width-Headroom-Rise-Run-Landi g-Fireaction Gas Pipe; Size -Anchors ;98 -Plywood on Roof Overhang -Attic Vents -Rae ggers KW Pipe; Test -Anchors -Regulator -Service Test neer 12. Electric; Underground 1 enums & Ducts; Clearance -M rial-Supprt-Ins. 5 tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access r56. Glazing Area -Glass Protection -Skylights -Plastic irders-Sills-Anchor Bolt -J is ents-Cripplesr a s; Nailing -Bolts Insulation 8. Insulation-Walls-Clg. Infiltration-Walls-Wndws Card -131 Date Card -131 Date Card -131 Date Card -B1 Date MING (Permit) OK except #'s ter Ht. Vent -Access -Combustion Air ater Pipe; Teair& Anchors -Nail Prot i M D.W.V.; T-Fttngs Anchors -N ' rotec ower Pan; Test, First oor-Tub Access test Tub & Shower, 2nd Floor -Tub Access Gas Pipe; Size & Anchors Card -B1 Date7and-B1 Date I Card -B1 74 r> Date / 44iCard-B1 Date Date ELECTRICAL (Permit) OK except #'s 22.ylxture & Transformer Clearance -Ins. Protection . Elec. Receptacles SDacinq-Lights & Switches at Doors 24.,Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fasteners -Bond Gas & 7. 2 Appliance Circuits in Kitchen & Conductor Size 28. Cu or Al / ga. Cu or AI-A.C. Wire Size / /ga. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. nsulated Neutral Yes No 0. ervice-Riser Conductors & Ground -Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. CO2 -Clothes Closet Light -Shower Light -Spa Light Card -B1 Dat Card -B1 Date Card -131 Card -131 Date Date Date,6jr MECHANICAL (Permit) OK except #'s 33.,A.C. Ducts Insulation k§uRagap W. Pent Fan; Exhaust above insulation bfr Condensate Drain & Overflow; Size & Grade 9A, Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet -4WAttic Access & Platform if Furnace in Attic Card -BW> Date-/ /4Y/V/Card-Bl Date Card -B1 Date Card -131 Date Date FRAMING (Plans) OK except #'s Sills, Proper Material & Anchors ails Studs -Nailing, Spacing & Bracing—Plates-Sound J�Aqaring Walls over Girders & Floor Nailing PTaft Stop in Walls (rat Fire Stops; Furred Ceili Header & Beam -Size & rs-Chases-Tub Card-B1yo, Date Card -B1 Date Card -B1 Date and -B1 Date Date FIN (Plans) OK except #'s E Steps -Door & Sidelight Protection -Landings PA'Ooke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In rage; Above Floor-Ducts-Mech. Protection Oroom Exiting G.F.I. & Bath Fixtures & Tub Acce -Spa t- fP75 n6, EI . rim & Subpanel; Breaker Sizes -Labels 6WIStWs & Rails place or Stove; Clearances -Hearth . EjadOutlets at Wood Panel; Int. & Ext. . Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter . ge Fire Door; Swing -Landing -Closer A_C. Duct in Garage -Damper FS­Wtr,Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- Garage; Above Floor-Mech. Protection WP ., Elec. & Mech. Equip. Listed for Location c. Receptacles in Garage; (G.F.I.)-Romex Protec. j . I9 tion -Foam -Looked in Attic ❑ Yes,' Gyard Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage,'& Wood -Earth Clearance Looked under Floor ❑ Yes 79. Following instld.; Drive ,8,yes ❑ No; Walks ❑ Yes ❑ No; Planters O.Ves ❑ No ( 80. Seco; 06wn-Finish A.0 hit; Disconnect, Electrical, Plumbing &2 -'Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Water. Well; Disconnect, Electrical, Plumbing for Elec. Trim; G.F.I. Receptacle -Underground er�t+l' ation throughout House lass Protection 87. Corxections from Previous Inpections q,% -Test -Meters Tagged; Gas -Electric a!pr & Sewer Connected -C/O to Grade -HD Approval 9 . nergy Compliance Certificate -Other Certificates Card -B Dat Q Card -B1 Date Card -B1 Date and -B1 Date Card -B1 Date Card -B1 Date Cammanta at Final - (NOTE: An entry must be made each Mme you visit job site) OWNER I COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION (NOTICE ,2,61s -3- 5- � T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 1 �- Inspector- /Gl�j Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891 -?751 7 County Center Drive, OroviIle— Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE ER S_S- �7 :RMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. v Inspector / Date Com! / �`/ �— COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 -CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico - Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872.-6307 CORRECTION NOTICE L1�0� a6S-3 -�7 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 nadditional explanation, please contact this office Immediately. . 4t n n t _ R' _ • n X/f, Inspector U Date. ~ U / �COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT 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. ZAInspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1 196 Memorial Way, Chico — Phone: 89172751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE O NIER PERMIT N0. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date �a COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS n 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 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. Inspector Date I .. 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: 872-6307 CORRECTION NOTICE JL/ ft- OWN PERMIT NO. A routine inspectirn 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 immetel . r1 .I A —L n 77 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 '7 County Center Drive, Oroville — Phone: 5344541 1 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE A V /SI//- 1WNER PERMIT 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, ple�ase contact this office immediately. ' f 0U� ✓1 C CD "A C- nn e!a s -i1., y s o, 4-o 6 c is Inspector Date (� 2 Owner: Gene Aypry Permit No. ENERGY, CE,RTIFICAT ION 6236 Jack Hill Rd- Drovi l l e LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) _ EXTERIOR WALL Material Fiberglass_ Thickness(inches) 6" _ Brand Name Thermal Resistance (R Value) Brand Name C rtaintPPd Thermal Resistance(R Value) 19 CEILING Batt or Blanket Type' Fihmrglaac _ Brand Name Certainteed Thickness(inches) loft- _ Thermal Resistance(R Value) ; 30 Loose.Fill.Type Insul—Safe_III _ Brand Name Certainteed Minimum' Thickness(Inches)_ _11"_— . Number of Bags Wt.. per bag lb. Area covered(ft.`') „_ Thermal Uesiscance(K Value) su FLOOR, ELEVATED Material Thickness(inches) _ FLOOR, SLAB Material _ Thickness(inches) Width(inches) FOUNDATION WALL Material _ Thickness (inches) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) _ I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. SHASTA INSULATION 272941 FIF14 N%1I•tE/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. FIN NAME/OWNER (Please print) STATE CONTRACTOR'S LICENSE NO. SIG RE OF GENMCAL CONTRACTOR NiE*R DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALI: BE POSTED WITHIN THE BUILDING. January 1984 4 i aos3-87 PERMIJ NO. .__ PERMIT EXPIRES r. 61 %OWNER •'CONTR. iASSESSOR PARCEL 69-30- 21 ��- we 1LOCATION h23h Tack Hill Dr, Oovi 11 P �jY q a rCl t; cip .I OFFICE COPY I Address— ,Temp. ddress ,Temp. Power Pol�1 1 Celled PGee GAS Dates Meter BY � I ELECTRIC4 Date �— k emp. Elec. Servl Meter By 4 1 Called PGJ - - - - Vomp. Gas Service CalledPGBE JOC FINALED Qalo) Signaluro------- ---------- -'-- . . 4 d.. JA 0 C Nei OK. m NOt Appkablo o Not Ready MOBIIEHOMES MISCELLANEOUS Date MOBILENOME UTILITIES (Plans) OK except N's Date DECKS, COVERS. CARPORTS, ETC. IPlans) OK except pr's 1. Zoning Requlrements—Selbacks—Easements 1. Zoning Requirements—Setbacks—Easements 2. Soils; Speclal MH Support—Sketch 2. Footings; Size—Depth—Specing—Connectore 3. Sewer; Location—Test—Fall-C/0—Concrete _ 3. Decks; Girders and/or Joists—Docking—Gracing—Stairs—Rails 4. Water: Location—Toot—Easement Needed (Sketch) _ 4. Wood Awn.; Posts—Beams—Rfire. —Can net:—Shing.—Rig.—Bracing S. Electricity; Local lon—Clearances—Grnd.—/ / Amp—Concrete S. Alum. Awn.; Columns—Connections-Splice—Decal—Enclosures 8. Gas: Local lon—Test—Wrap:/ /"L"ft./ /"Nat,or/ /"L"ft./ /"LPG 8. Cerporls; Windows—Doors 7. Utility Clearance _ 7. Elea. Card -81 Onto Card -BI Dale Card -BI Date Card -81 Date Card .81 Date Card -81 Date Card -81 Date Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except a'a Date POOLS (Plans) OK except pr's 1. Zoning Requirements—Setbacks—Easements 1. Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2, Soils: Compaction—Structure Stability --� - 3. Gas; MH Test—Demand—Valve—Connector 3. Pool Structure; Sloe l—Connectlons—Thickness—Dead Men—Lining 4. Electricity; MH Teat-Crossover&—Breakere—Ctearences 4. Elec.; Receptacles and Lighting: Diotances—GFI S. Drain; MH Test—Fall—Flex Connecta S. Elec.: Pool Lighting; 15 volts—GFI S. Water: MH Test—Regulator—Connecta 8. Elec.; Enclosures; Conduit Entries—Torminals—Listed 7. Water and Sewer Connected—C/0 to Grade—HO Approval 7. Eloc.: Bonding: Metal w/S'—Circulating Equipment—Heater 8. Gas and Electricity Tagged 8. Elea.; Grounding: Equip.w/S'—Circulating Equip.—Pool Lghtg. 9. Exits; Insp.—Sketch Boxes—Enclosures—Panalboards—Ins. to Main in Conduit 10. Cert. Of Occupwy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -81 Date Card B -I Date Card -81 Date Card -BI Date Card -81 Date a .y OK O = Not OK - - Ni"Aih1C Noi Readyeajy RESIDENTIAL (SinRlo and Duplox) Dale UNDERFLOOR Plans OK except O*s Dnle FRAMING(Continued) --_-" 1, Zoning requirements -Setbacks -Easement s -Ftp., - - 48. Property Line Firewall b Openl e ^0 - 2. Main; Soias_-Sleel-_Elec. Grad.- /_ /" Ft De Ih D 4Y. Doors -One 3'-C ."-'----- - heck Garage _ 3. Fig., Garage; Soils -Steel- / /" Ftp, Depth ftq„ --- _Ext. -- -_ -. -3rd story, 2 exits _ 50. Stairs: Width-Headroom-gIs _pu�_����n Fire Protection -- '& _---4. Porches 8 Docks; Soils -Steel- / /" Fig. Depth 51, �52. _"- - g� Plywood on Roof Vents-Raltor - 5. Stomwalls, Main: SIeo1-Blockouls-Wrapped-Slob - Outriggers Slalnq-Narling-Veneer - - . _ 6-Stemwalls, Garage; Sloel-Blockouls-Wrapped-Slab - _ 53. Stucco ktesh-Drip Screed_Fdn. Vents-Underflr, 7. Piers-Fireplaco Ft Steo1 - -_ -.__.-�_--.__�_ 54, A - - - ccess Glazing Aroa-Glass Proteclion-Skylights-Plastic _ _-8. D.W.V.: Fall -Fittings -Test -2 way C/0 -Sewer Test ---- - 55. Shear Walls; Narling-Bolls _ 9. _Gas Pipe; SSzo-Anchors__ Waley Piper; Test-Anchors-Regulator-ServiCo Test 11. Elac_trrc; Underground -- - - 12. Plenums b Ducts; Clearance -Material -Support -Ins. - 13. Girders -Sills -Anchor Bolts-Joists-Venls-Cripples Card -81 Date Card -BI pate -----_._ Card -BI Card -81 Date Card -81 Dato Dale Cerd-81 Dare _. Card•81 Date Card -BI Dote Date FINAL (Plans) OK except I's Card•81 Date Card -BI Date 56. Ext. Seeps -Door & Sidelight Protection -Landings Date PLUMBING (Permit) OK except I's 57. Smoke Detector 14. Water Ht.: Vent -Access -Combustion Air 58. Furnace: Vents -Clearance -Comb. Air-C0nnect0r- 15. Water Pipe: Test b Anchors -Nail Protection In Garage: Above F100r-Ducts-Mach. Protection 16. D.W.V_.: Test-Fitngs & Anchors -Nall Protection 59. Bedroom Exiting 17. Shower Pan: Test, First Floor -Tub Access 60. G.F.I. b Beth Fixtures b Tub Access I.S. Test Tub b Shower_2nd Floor -Tub Access 61. Elea. Trim b Subpanel: Breaker Sizes -Labels 19. Gas Plea: Size b Anchors - "- - 62. Stairs b Rails _ •.- 63, Fireplace or Stove: Clearances -hearth 64. Elec, Outlets at Wood Panel: Int. 8 Ext. Card -61 Dale Card -81 Date 65• Kit. Fixt. b Appliance: Grnd.-Air Gap -Cooking Clearance Card -BI Dale Card -81 Date 68. Elec. Outlets b Receptacles at Kit, Counter _ 67. Garage Fire Door: Swing -Larding -Closer Dale ELECTRICAL Permit OK except O's 68. A.C. Duct in Garage -Damper 20. Fixture b Transformer Clearance -Ins. Protection 69. Wit. Mir.: Vents -Clearance -Comb. Air-Connector-P.R.V.- 21. Elec. Receptacles Spacing -Lights 6 Switches at Doors 1^ Garage: Above Floor-MaCn. Protection Size Boxes b No. of Conductors -Stapled 70. Plb.. Elec. b Mech. Equip. Listed for Location 71, Elec. Receptacles in Garage; (G.F.I.)-Ramex Protec. _22. 23. Romex Instilled Close to Edge of Studs b C.J. 24 Equip. Ground made up w%Ltach. Fasterters-Bond Gas b Water 72. Insulal ion- F oam-Looked in Attic ❑Yes 25. 2 Appliance C•rcuits in Kitchen b Conductor Size 73. Gerard Rayls b Deck Construction -Post Caps 26. Subleed Wire Size % / ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI 74. Fen. Vents b Crawl `rale Door -Drainage b Wood -Earth Clearance -- 27. Range Circ. / / - _ ga. - 9 9a. Cu or AI -Oven Circ. / / Cu or Al, - _ -Looked under Floor y Yes 75, Followinginstld.: Drive Yes No: Walks Yes No: °-• L, L C Insultled Neutral Yes •No - -' ----- 28. Service -Riser Conductors b_ Ground -Main Disconnect_ _. Planters -:Yes _J No 76, Stucco: Brown -Finish -- _ -- -- 29. Equip. Clearances: Panels -Motors -_Meth. _Equip, 30. Clothes Closet Lighl-Shower Light __-_77. A.C. Unit. Oisconnect-Clrnces-Brkr. b Cond. Size -115V Outlet 78. Vents Above Roof. Plbg. Appliance-Firepl.-Clearance to Opngs. - --- - ---- -- - -_-_ - 79. mater hell. Disconnect. Electrical, Plumbing 80. Eitteria Ele_c. Trim: G.F.I. Receptaclo-Underground Card 8-I pile -' - - - Card_QI-- Dale•-•--. Card 8-I - -. - --_-.-.- Dale Cerd•BI Dale 81.- - Ventrlatioe Ihroughoul Nouse - -__- 82. Glass Protection _ -B3. Corrections from Previous Inspections -- Ba Gas Tesl-Itetors Taggsd: Gas -Electric Date MECHANICAL (Permit) OK except a's 31. A.C. Ducts Insulation b Support 32. Vent Fan. Exhaust abovd Insulation -. - --�-" 65, watt -r 6 Sewer Connected -C/O to Grade -HD Approval _ 33. Conconsaw Drain b Overflow. Size 6 Grade _ ----- E;,�,qy Compliance Certificate -Olney Certificates is - ---- -•-- - - --" 34. F.nnace-Vent Access -Comb. Air -Return Air Vent -115V outlet - - - -' ------ - - ----- - -------' " 35. Attic AcccsS & Plallerm it Fu•nace in Attic -- "_- -•- ------ • --•- - -- - ---" •---' -" '----'--'- Card -OI gait• Caid-BI Dale Card -Bl _ - --- - Oax _ -- _-` _Card-QI _ - Dato - -- _-- caw01 Dati A•QI Car Dale----- card -al - •---- Dew Card -01 Data -- ---- ---------------- ---- card -81 Cale Card-Ql---_-Date - C• Ile FRAMINGifll-met OK exCepl n'r, Cmmnrnt:.!t Final T. SiI1S, PioLict Matt -al b AnLho+s J;. Wullt, Stung:-N.i0my, Spa( n.j 6 -- ;fl, lSr uuil 'dulls. nvrr Gudt•r:, A Ftonn Na,h ;iq. Ih,rlt `lug ni IVall•. (Ids pmut) -.. 40. F.-Sij)p. 1'ur:rduh a I rtr.id• . & Iir.un- 4,`, iionur.. 1'u.i l.,ip•, -An. hu. , llnnirL t.u� - .. . .Li. L;rn.r..L..•.i-Ilia.In...I'm 1---rloolli.,iL.-i.u•.•:.- .tt. I .n•pl i,v 1n•, u. 1 {a A flu-_Fncpi i,.r Ilir oui '-- ---' ----- - -- .1•.. All., A. , r•. •. `,.. r A flun.r. I'.u4•L t..nr I?..ill Stup-Inti. 11,Utir� L.. Ir .u.., t'....aaa:• u• l •.Iun� Ilu•u>-till liyr, e. lhn.ru�.uo� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Califofnia 95965 - Telephone: 916/538-7541 APPLICATION'AND PERMIT ASS S OR PARCEL NUM ER Z ING BUILDING PERMIT DwN R TELEPHONE k v SQ. FT. OCC. BUILDING VALUATION ,91/ D OWNER'S MAILING A DRES oCvaaw i !-GSM J� CONTRACTOR'S NAM TEMEPHONE rou CONTRACTOR'S MAILING ADDRESS Fireplace _—go O 0 CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $� Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Vr Permit fee $Vv 17f 7 PLUMBING PERMIT Filing Fee 10.00 Each Trap / 2.00 - Solar or heat pump water heater 20.00 LOT NO. S SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFJK Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW I J O.00ea TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ ` Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6101 OR LESS 100 AMP OR LESS 10.00 Q Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El 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 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) ❑ 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 oR ADDNST DWEACCLING . ,1172Y2 2sgft Sr NEW CONSTR. ULTI.OUTLET 2,50 ea NON.RESID BRANCH CIRCUITS) POWER APPARATUS e) SINGLE OUTLET CIR. 20@50t Ex. Occup OUTLETS OR FIXTURES .AL030 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EAJ 2.00 Temporary service 10.00 fes' Mobile Home Facilities 15.00 Misc. Wiring 15.00 g Permit Fee $ S Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have 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. fel I shall not employ any person in any manner so as to become subject �l 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 County of 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 aid Count yjq co uence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ElAgentF1work 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 $ a TOTAL PERMIT FEE $ o C1P. coN9T.TrPc PLoo PARCE PD ND Issu This permit is hereby issued under sions of the Butte County. Code and/or indicated above for which DIRECT OF PUBLIC By. PE 18461T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 4 Receipt No. O 7�c1 S ����a WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT ... . •--r�-.--...,�.�.rr-....ase*""q�'P�.'�r,''"�"'"�.'�.-:r..i �.nr,!f�^rT.^T;'*.'"2'^';`�_ - . y COUNTY T'TE - DEPARTMENT OF PUBLIC WORKS - SIG DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE7916/534-4541 PERMIT APPLICATION DATA SHEET OWNER Proposed Building Use i P AP r Permit No. A. P. No. e,19 Building Inspector 64"' 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 V' 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. CUSD ''Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , , , , , , , 9. Letter of signature authorization. . . . . . . . . . 10. Sanitation approval from Health Dept. . 11. Planning approval for (A) Use: (B) Parking: , 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. . . . . . . . 17. Pre -Inspection for Pre-Inspec. request to P Required. Building Inspector (Dote) 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. 22. When you issue the permit, process as follows: Mail to owner, Mail to contractor. _Telephone__ Y �0� and hold for pickup at 40-166bice, Deliver w/inspector. Other Applicant C Q to 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: Contractor, designer, owner, was advised of above required data by_phone--Ynall—counter by date Contractor, designer, owner, was advised of above required data by—phone _mall—counter by date r Plans checked by Date --Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW — Flours: 10:00 a.m. - 3:00 p.m. ;.�. Cf1 �__i..l.ti5iiii2 i.N°.., .v+<;i'�)S�.�w ....wr) J1wS.G•{S�C,�..t. ., :a_ .. .:.� :v.t...3'. �nl S.d`u.w, �.t:Y M�.. _ •rIF.P✓'Y�6iY. :j �aTB'_r.Tl�Y lt'i4P �t:��;Uia�`�;1}�l x �..1 vA�{t:L�: ?a�P�' •A1.tt.:si�.y. �, �9'a; au:.4•. ..i ae4:-..., r. ....�. COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538=7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. 'I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) VC -1 2. I (have/have not) )L&5' signed an application for a building permit for the proposed work 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work.but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: c% Property Owner Social Security Number ., Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per mitted to issue :the permit. 0 RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY®�� Owner 41%Rt R -d Clithate Zone Permit No.. �6 Floor Area Compliance path: Package ❑ A ❑ B ❑ C 01Point System ❑ Budget ® Other 4/3 /6_� MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: Roof/Ceiling ® Wall -�AU �-Y-- ❑ Slab Floor Perimeter ❑ Raised Floor (2) INFILTRATION• ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. , (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. 1 Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING• (A) Location Area Glazin Moor Area Single Double Triple 09 Total Bldg �/ ,/ Is'22 ® North , East 9d . a 0.34 ® South t� West . D % • ® Skylights B.O. ,.l$ X_ (B) Shading Shading ® Coefficient Description East �UN*L G 4A 7-1,44-- ® South — West ® Skylights , �$ ® (C) South Overhang Length of projection ft. Description ❑ (D) Moveable insulation: Area ft Description (E) Thermal mass ❑ Type - Area Ft.2 HC= Ru MC= Location ❑ Type - Area Ft. HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location ❑ Type - Area Ft. Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location 7/83 FORM 1 ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening r of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. X1(5) HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A) Heating ❑ Central Gas Furnace % (brand and model number) SE Btu/hr (heating capacity) Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) _ ❑ Active Solar type (liquid or air) 1 Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope Other t, bbo (describe) (B) Cooling Electric Air Conditioner (brand and model number) Btu/hr (seasonal EER) (cooling capacity at 95°F) 7. j0000' Electric Heat Pump EER Btu/hr (cooling capacity at 95°F). ❑ Other j (describe) (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. ` (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 - FORM 1 (6) DOMESTIC WATER SYSTEM ' ❑ (A) Gas Only Gallons (brand and model number) (tank size) Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) ❑ *2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) ■ (B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. ip (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned spate shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature 30 °, elevation ��,', heating load 37ier'O'. BTU elevation factor �.d x heating load = maximum outlet capacity gas furnace 3-/00 ' BTU Cooling: Summer design temperature VIOV10, cooling load 371YAQrU (USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE) *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 SIG URE OF BUILDING DESIG APPLICANT I Table 3-1. Slab Floor Points 17n-ils- 1 R -Value of Insulation 1 I tiun I I Depth, I inches 1 0-2 ( 3-4 15-6 1' 7+ I I us 1 -5 1 -5 1 127-7-15-T -S 1 -3 1 -2 1 -1 I 16 - 19 I -5 j -2 I -1 1 0 I 20 + I -5 I -1 1 0 1 +1 7/7/83 South-FacinR Glazing Pte Table 3 -LO. Shading Coefficient Points -T TT I Glazing Type Total I I 2 of 1 Sngl, I Dbl, Trpl, Floor I (U - I (U - I (U - I Area ; 11.10) 10.65) 1 0.41)1 I olnts Iolnts j ointsl o +s +� +3 ':tou 1.5 i +2 I +2 I +2 I '6'"9.61 -1 1 3 1 0 1 3.7- 5.2 1 -4 I -2 1 -2 I 5.3- 6.5 1 -6 I• -4 1 -3 I 6.6- 7.7 1 -9 I -6 1 -5 I 7.8- 8.9 1 -11 i -8 1 -7 I 9.0-10.0 1 -13 I -10 .1 -9 i 10.1-11.5 I -17 I -13 I -11 I 11.6-13.0 1 -21 I =16 I -14 1 13.1-14.5 I -25 I -19 I -16 I. 14.6-16.0 I -28 I -22 I -19 I Table 3-8. West -Facing ClazinPts. I I Glazing Type I I Total I I I x of I Sngl, I Dbl, I Trpl, I Floor i (U - I (U - I (U - I I Area 11.10) 10.65) 1 0.41)1 I IPoints I oints I ointsl o +s +6 +i 1 up to Ll 1 +5 1 .tta_ I +6 1 1 I . +3 1 +4 1 +5 1 1 2.7- 2.8 1 0 1 +2 1 +3 1 1 2.9- 3.6 1 -3 1 0 1 +1 1 1 3.7- 4.2 1 -5 1 -2 1 0 1 1 4.3- 5.0 1 -8 1 -4 1 -2 1 1 5.1- 5.6 1 -10 1 -6 1 -4 • I 5.7- 6.2 I -13 I -8 1 -6 I 1 6.3- 6.9 I -15 1 -10 1 -7 I 7.0- 7.6 I -18 I -12 I -9 I I 7.7- 8.2 I -20 I -14 I -11 I I 8.3- 8.8 1 -22 I -16 I -13 I 1 8.9- 9.5 1 -25 I -18 I -15 I I 9.6-L0.1 1 -27 I -20 I -16 I 1 10.2-11.0 1 -29 I -23 I -17 1 111.1-11.8 1 -35 ( -26 1 -21 I 111.9-12.7 I -38 I -29 I -24' i 112.8-13.5 1 -42 I -32 1 -27 I 13.6-14.3 1 -46 1 -35 1 -29 I 114.4-15.2 1 -50 1 -38 I -32 I I SC by ZONA 11 I Orien- i : Floor Area u tation I Total I I Last POINTS I !able 3-3a. Ceiling Insulation OWNER I I 6.3 Points I 0 I +1 I +2 ( .20-.36 PERMIT NO aQ ASSIGNED ACTUAL .5 I R -Value of Insulation I Points I 1. SLAB - INSULATION I 0 I -1 I -2 I I I I I I ' 2. P.AISED FLOOR - R-19 1 19 I -4 I 3. d 2^ CEILING - R-30 A2 3o I g I -1 I -2 I -2 -3 I 22 1 -2 1 4. WALL - R-19 rccy $- 3r- 49 11.5 13.1 16.3 17.9 1 I I I I I +S- I +4 5. NORTH GLAZING - 2.413.67. I 0 1 0 1 0 1 0 1 0 .37-.57 I I 6.' EAST GLAZING - 2.5-3.6%/,0,3r0 ter$ down I 1 0.6 - 1.0 1 -2 Skylight 7. SOUTH GLAZING - 1.6-3.6% ,�� I to I to I to l• to I to fable 3-4a. Wall Insulation Pointe 8. WEST GLAZING - 2.9-3.6% A � � I R -Value of Insulation I I I Points 1 I 9. SKYLIGHT - 0-1.3% Dg '� 1 I _ 10. SHADING (Exclude Overhang) +,� I _+o I is I 0 I +2 I 0 I EAST - .66 =. , (/ (p ('O _40-1 30 i +3 +3 I a SOUTH - .19-.42 .(0(.. - +4 1 I 'F:2 I -3 I -2 I -1 1 WEST - 13-.36 Sj I I TaDleT 3-5. Torth-Facing Glazing Pts .SKYLIGHT - •37-•57 iJ �' 1� I I Glazing Type 1 11. HORIZO14TAL SOUTH OVERHANG 2' -4 I 1 Total I I Z of I Sngl, Dbl, 1 Trpl, 12. MOVABLE INSULATION - NONE I Floor 1 U - I Area ( 0.66 ( U - 10.42- I U - I 10.41 I 13. INFILTRATION (Standard=0)(Tight=+12) -5 ( ± o 11`1 10. 5 44 I w I -8 1 1 3.7- 4.6 I -5 I 0.1- 1.2 I +4 ! +4 I 3.7- 4.2 I 14. THERMAL MASS SF -6 I I 1.3- 2.3 I +1 I +2 I +2 I 15. GAS FURNACE (SE) 71-76% "" -8 1 I ,2_._4_-_ .A. I -2 1 T•7- 4.8 I -4 I 0 I '-r 1 +1 I I -1 I 16. ?TEAT PU11P (EER) 7.5-7.9% (:r -8 I 4.9- 6.1 I -7 1 6.2- 7.3 I -9 I -4 I -6 -3 1 I -5 I -4' 1 1 5.7- 6.7 I -10` I 1 7.4- 8.2 I -12 I -8 1 -7 I 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% �^ 1 8.3- 9.7 I -14 I -10 I -8 I -2 I WOOD STOVE -13 I ( 9.8-10.8 1 -17 110.9-12.0 I -19 I -12 I -14 1 -10 1 1 -12 1 -19 I M. $ 112.1-13.2 I -22 1 -16 I -13 I 0 1 1 WATER 411EATER -15 1 I 13.3-14.5 I -24 1 -18 I -15 I -21 1 ATTIC 07 `to -13 1 14.6-15.3 i -27 i -20 i -17 I I OTHER . -1.7 1 -12 1 -10 1 1 7.0- 7.6 I -24 1 -18 1 -15 1 b 4; 0 I i TOTAL POINTS = 8l �_ Table 3-6. Leat -Facto GlazingPts. Table 3-1. Slab Floor Points 17n-ils- 1 R -Value of Insulation 1 I tiun I I Depth, I inches 1 0-2 ( 3-4 15-6 1' 7+ I I us 1 -5 1 -5 1 127-7-15-T -S 1 -3 1 -2 1 -1 I 16 - 19 I -5 j -2 I -1 1 0 I 20 + I -5 I -1 1 0 1 +1 7/7/83 South-FacinR Glazing Pte Table 3 -LO. Shading Coefficient Points -T TT I Glazing Type Total I I 2 of 1 Sngl, I Dbl, Trpl, Floor I (U - I (U - I (U - I Area ; 11.10) 10.65) 1 0.41)1 I olnts Iolnts j ointsl o +s +� +3 ':tou 1.5 i +2 I +2 I +2 I '6'"9.61 -1 1 3 1 0 1 3.7- 5.2 1 -4 I -2 1 -2 I 5.3- 6.5 1 -6 I• -4 1 -3 I 6.6- 7.7 1 -9 I -6 1 -5 I 7.8- 8.9 1 -11 i -8 1 -7 I 9.0-10.0 1 -13 I -10 .1 -9 i 10.1-11.5 I -17 I -13 I -11 I 11.6-13.0 1 -21 I =16 I -14 1 13.1-14.5 I -25 I -19 I -16 I. 14.6-16.0 I -28 I -22 I -19 I Table 3-8. West -Facing ClazinPts. I I Glazing Type I I Total I I I x of I Sngl, I Dbl, I Trpl, I Floor i (U - I (U - I (U - I I Area 11.10) 10.65) 1 0.41)1 I IPoints I oints I ointsl o +s +6 +i 1 up to Ll 1 +5 1 .tta_ I +6 1 1 I . +3 1 +4 1 +5 1 1 2.7- 2.8 1 0 1 +2 1 +3 1 1 2.9- 3.6 1 -3 1 0 1 +1 1 1 3.7- 4.2 1 -5 1 -2 1 0 1 1 4.3- 5.0 1 -8 1 -4 1 -2 1 1 5.1- 5.6 1 -10 1 -6 1 -4 • I 5.7- 6.2 I -13 I -8 1 -6 I 1 6.3- 6.9 I -15 1 -10 1 -7 I 7.0- 7.6 I -18 I -12 I -9 I I 7.7- 8.2 I -20 I -14 I -11 I I 8.3- 8.8 1 -22 I -16 I -13 I 1 8.9- 9.5 1 -25 I -18 I -15 I I 9.6-L0.1 1 -27 I -20 I -16 I 1 10.2-11.0 1 -29 I -23 I -17 1 111.1-11.8 1 -35 ( -26 1 -21 I 111.9-12.7 I -38 I -29 I -24' i 112.8-13.5 1 -42 I -32 1 -27 I 13.6-14.3 1 -46 1 -35 1 -29 I 114.4-15.2 1 -50 1 -38 I -32 I I SC by I I Orien- i : Floor Area u tation I Total I I Last I I 3.2 I I 1 0-3.1 1 to 16.4 up I I 6.3 1 0 -.19 I 0 I +1 I +2 ( .20-.36 I •0 I 0 I �l I .37-.66 I 0 ( 0 1 �.- I .67-.82 I 0 I 0 I -1 1 .83 up I I 0 I -1 I -2 I I I I South 1 0 1 3.2 1 6.4 i 8.0 1 9.6 I I to 1 to U to I to I up U- I 13.1 16.3 17.9 1 9.5 I I 0 -.18 1 0 1 +1 I +2 I +2 I +3 I .19-.42 1 0 1 0 1 0 1 0 1 0 I .43-.66 I g I -1 I -2 I -2 -3 .67 up ,I 1 0 ( -2 1 -4 1 -4 I -6 West 1 .1 11.6 13.2 1 6.4 I 9.0 10.42- I to I to I to 1 to ( up 11.5 13.1 16.3 17.9 1 I I I I I 0-.12 1 0 1 +1 I +3 I +6 1 +7 .13-.36 I 0 1 0 1 0 1 0 1 0 .37-.57 I 0 1 -1 I -3 I -6 I -7 58-.82 I -1 I -3 I -6 I -12 I -15 -:gip, I `-i I -4 t -8 I -16 I -20 down I 1 0.6 - 1.0 1 -2 Skylight I .1 1 .8 1 1.6 13.2 14.6 I I to I to I to l• to I to Riots I I1`S 13.1 a 3.9 I 5.2 0-.12 1 0 1 +1 I +3 I +6 ( +7 .13-.36 ( 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 I -3 I -6 I -' .58-.82 .I -1 I -3 I -6 1 -12 I -. e3 uD- I 2 1 -4 1 -8 I -16 I -20 I I 1 I I I 1 I I I Table 3-11. Horizontal South Overhane Points Table 3-9. SkyIIFht Points I South Glazing 1 length Out I Area, I of Floor I I I- Glazing Type 1 I from Wall I I 1 I' Glazing Type I I Total I I I ft r -"-'-I Total I I 1 2 of T Sngl. I Dbl, I Trpl, 1 1 0-6.3 1 6.4 up I I I of I sngl, I Dbl, -Tr-P-1 , I Floor l U- I U -- I U- I I I I ' I e 3-2. Raised Floor Points I Floor I (U - I (U - I (U - I I Area 10.66- 10.42- 10.41 1 0 - 0.5 1 -2 1 -4 1 Area 1 1.10) 1 0.65).1 0.41)) 1 1 1.10 1 0.65 1 down I 1 0.6 - 1.0 1 -2 1 -3 1 It -Value of I I ( I Riots I oints I ointsl 1 1.1 - 1.9 1 -1 I -2 1 Insulation I olata 1 ' 5 ' +'� + +,� I u to 1.3 I �1r- -1 1 Q._1 0 I 1 2.0 up I 0 ( 0 I I I I up to 1.3 i +3 I +4 I +4 1 I 'F:2 I -3 I -2 I -1 1 I 1 I I I 1.4- 2.4 I +1. ( +2 1 +2 1 I 2.3- 2.8 I -6. 1 -4 I -3 1 Table 3-12. Movable Insulation below 3 1 -12 1 I 2.5- 3.6 1 -2 I 0 1 0 1 I 2.9- 3.6 I -9 I -6 1 -5 ( Points 3- 4 1 -8 1 1 3.7- 4.6 I -5 I -2 I -1 I I 3.7- 4.2 I -11 I -8 I -6 I 5 I -6 1 1 4.7- 5.6 1 -8 1 -4 I -3 i ( 4.3- 5.0 I -14 i -10 I -8 I 1 Moveable Insulatloo•I 1 8" 12 I -4' 1 1 5.7- 6.7 I -10` I -6 i -5 I I 5.1- 5.6 I -16 1 -12 I -10 I I Area, 2 of Floor I Points I - I8 I -2 I I 6.8- 7.7 I -13 I -8 1 -7 I I 5.7- 6.2 I -19 I -14 I -12 I I I I -19+ 1 0 1 1 7.8- 8.7 I -15 1 -10 1 -Q I 1 6.3- 6.9 I -21 1 -16 1 -13 1 --T I I I 8.8- 9.7 I -1.7 1 -12 1 -10 1 1 7.0- 7.6 I -24 1 -18 1 -15 1 1 0- 5.5 I 0 I i 9.8-11.2 1 -21 1 .-15 1 -13 I 1 7.7- 8.2 I -26 I -20 1 -17 I I 5.6 - 11.5 I +2 1 I 1T.'l-T3':S I -25 I 1 -IT •1 -15 1 1 8.3- 8.8 1 -28 I -22 1 -19 I I 11.6 - 17.5 1 +4 I 1 12.8-14.0 I -28 I -21 1 -18 1 I 8.9- 9.5 I -31 ( -24 1 -21 I I 17.6 - 23.5 I +b I 14.1-15.3 1 -32 ) -24 I -20 I I 9.6-10.1 II -33 I -26 =22 I I _23.6+ I +8 I Table 1;3. infiltration Control Feet.lres Points r--- -- 1 COattol Features ( Points 1 T-- I I I Standard ( 0 I I I 10.9 air changes per hr I 1 I I I T- I Tight I +12 I I I I 10.6 air changes per hr I' I I I i Table 3-15. Cas Furnace Hlthouc Refrleeratlon Cool!ne Points I Seasonal Efficiency I Points I I (SE), z I 1 ( I I I 71-76 I 0 1 I 77 - 82 1 +2 I I 63 - 88 I +4 I I 89 - 94 I +6 I ( 95 up I I I +8 I I Table 3-16. Peat Pumo Points I Energy Effic!ency I Polncs i I Patio (EEA) I 1 I 7.5 - 7.9 I +3 I I S.0 - 8.3 I +6 I I 8.4 - 9.7 I +9 I I 8.8 - 9.1 I +12 1 I 9.2 - 9.6 I +15 1 I 9.7 - 10.2 I +18 I I 10.3 - 10.8 I +21 I I 10.9 - 11.5 I +24 I 1 11.6 - 12.3 ( +27 1 I 12.4 - I 13.2 1 I +30 I I Table 3-17. Cas Furnace With Refriveration Coollne Points IRefrigeracionl Gas Furnace I I Cooling I SE 1, 1 I171 -177-183-159-79-5-T I 1 761 821 881 941 u l 1 8.0 - 8.3 1 01 +21 +41 +61 +8 1 1 8.4 - 8.7 1 +21 +41 +61 +91+10 1 1 8.3 - 9.2 1 ►41 +61 +EI+101+12 1 1 9.: - 9.7 1 +61 +81+101+121+14 1 I 9.8 - 10.3 1 +31#-101+121+141+16 1 1 10.4 - 10.9 1+1G1+121•+I.1+161+19 I 111.0 - 11.6 1+121+i:1+161+191+'c0 I 7/7/83 TAILE 3-14 (ADAPTED) PASS nurl l tee Iota eal,a D[ CaaT ZONE 11 INTER,ION THERMAL MASS POINTS AREA Si?. FT. 1,000 I A 8 C D A 1,500 8 C 0 A 2,000 B C 0 A 2,500 6 C D I A 3,000 8 C 0 > A 3.S00 6 C t 0 A 4,000 9 C D I I A /,SGO i C D a S_,000 1 8 C SO 2 2 2 2 2 2 2 0 1 2 2 2 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 100. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 O 2 2 0 O I 0 0 0 O ISO 6 c 6 4 4 4 4 2 2 *2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 i 2 2 0 2 2 2 0 1 200 8 a 6 { 6 c • 2 { 4 • 2 4 • 2 2 2 2 .2 2 2.2 2 2 2 2 2 2 2 2 2 2 2 . 2 G 253 1010 8 6 6 6 6 4 6 6 4 2 4 4 1 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 300 12 12 10 6 8 B 6 4 6 6 6 4 6 6 { 2 4 4 4 2 1 4 2 2 2 2 2 2 2 2 2 2 2. 2 2 1 3350 14 14 12 8 10 1G a 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 1 4 4 2 7 2 2 2 1 400 14 14 12 8 10 10 8 6 8 a 6 4 6 6 4 4 6 - 6 4 2 4 4 4 2 4 4 4 2 4 4 2 2 4 4 Z 2 Sol 18 18 16 10 12 12 10 6 10 10 a 6 R 8 6 4 6 6 6 4 6 6 6 2 6 6 4 2 4 4 1 2 4 4 j 603 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 C 6 4 6 6 6 4 6 6. 4 2 6 6 4 4 2 173 1 24 21 20 1/ 18 16 18 10 14 14 12 8 10 10 10 6 10 10 d 6 8 a 6 / 6 6. c 1 A A 6 11 6 6 230 26 24 22 16 20 16 16 10 14 14 12 8 12 10 10 6 10 10 8 6 10 R 8 4 I ! 6 i 4 a 6 6 4� 6 6 u 900 78 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 I 3 8 '6 4 8 a 6 41 e a 6 t i 1,010 30 30 26 IS I?2 20 ZO 14 18 18 16 10 11 l4 12 8 12 12. 10 6 12 10 10 6 r10 ID 8 6 a 8 O If a 6 4 i 1,:00 .11 32 28 ZO 24 24 22 14 20 20 18 10 16 16 14 8 11 11 12 8 12 12 10 a 10 10 10 6 10 10 8 6f 10 e C 11200 3/ 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 14 14 12 8 14 12 12 8 '12 12 10 6 110 10 6 6}j In In 8 6 1,300 34 31 32 22 28 26 24 16 22 22 20 12 18 19 lE 10 lu 14 14 8 11 12.,12 B 12 12 13 6 12 10 10 6I 10 :0 1,400 34 34 32 24 28 28 26 18 24 24 20 It 20 20 18 12 18 16 11 10 14 14 12 6 14 11 12 8 12 11 :G 61 10 13 C 17 6 5 1,i0o 1 36 34 34 24 30 30 26 18 21 24 22 1{ 22 20 18 12 18 18 16 10 16 16 14 8 14 14 12 8 17 11 10 f, .7 12 I: I f 2,300 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 120 20 18 12 18 18 16 10 1L• 16 i4 GI 14 11 12 d S i 2,500 I 34 34 30 22 30 30 26 18 26 26 24 16 24 24 21. 14 Z2 22 19 :2 20 20 19 I: 19 15 It 'U J, COD 34 32 30 22 30 30 26 18 28 26 24 16 I24 24 22 14 22 22 20 I4, :: .3 1b li 3,500 32 32 30 20 30 30 26 ld 28 24 16 26 Z4 27 14 i ?4 2a 20 14 4,030 " - 32 32 30 I2d 20 ( 30 30 26 18 1 79 28 24 It J5 ZS 22 If 4,500 132 32 2a 20 13U 3,3 26 le j iti n 1= :f A) 1. 3'i Concrete Slab: HC -8.93; R-.29; Factor -7.3 2. 3 3/4' Thick Common Brick: I1C[7.12S; R-.13; Factor -7.3 B) 1. Sy' Concrete Slab: HC -11.106; d•.4'i8; Factor -1.1 C) 1. 8' Solid i111ed Block: HC•20.63; R-1.93; Factor•6.t 2. B` 5611d Filled 61oci HC -20-6 Both Sides Eaposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thermai'Mass Area: NC -10.164; R-.963; Factor -6.1 0) 1' Thick Concrete/Tile: KC -2.55; R-.083; Factor -3.7 Table 3-19. Zonally Controlled Electric Reslstance Space Heating Points I Points for this ,easurc will I be completed after the CEC I I has approved an Alternative I Component Package for Reststance •1 1 Beat. I Table 3-19. Active Solar Space Heating witn Cas Points I Net Solar Fraction 1 Points 1 (NSF), z I I I 0-6 I o 1 I 7-14 I +2 1 I 15 - 23 I +4 I I 24 - 30 I +6 I I 31 - 39 I +8 1 40 - 47 I : +10 I I 48-55 I «12 I I 56 - 63 I +14 I I 64 - 71 I +18 1 I 72 up I +20 1 Table 3-211. Sol- W.r- H-rinv W rh P.. a. -h.. s.#. -- wood stove 033 points -(no back up) casablanca fan + l.point Multifamily (per unitpoints) UeatIng Pto. I System Type ( Points I Floor Area Net Solar Fraction (NSF), z ( 0 i per unit, I 1 0 I I Solar with Electric ( 1 1 I I Resistance Backup I 1 I Meetlne the Require- ) I It2. 0 I ( I Electric Resistance I I I 0.9 1 iC-i9 ZCr29 36-39 40-49 50-59 60-69 70-79 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,500-1,999 0 +l +3 +4 +6 +7 +8 +10 2 9 and up 0' +1 +2 +4 1 +5 +5 1 +7 1 +9 All others (pe buildinr points) 8U0-899 0 +5 +10 +14 +19 +24 +29 +34 900-999 0 +4 +9 +13 +17 +Yl +26 +30 1,00D-1 199 0 +4 +7 +11 +15 +-19 +22 +26 1,206-1,499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,999 0 +2 +5 +7 +9 +12 +14 +le 2,000-2,999 +2 +3 +5 t7 +8- +10 +11 3,060 ir.d uo -0 0 +t +3 +.1 +5 4.7 +9 +10 Table 3-21. Other Water UeatIng Pto. I System Type ( Points I I I ( Gas Only I ( 0 i ( seat P.,mp I I I 1 0 I I Solar with Electric ( 1 1 I I Resistance Backup I 1 I Meetlne the Require- ) I I menti la Pact 2 I I 0 I ( I Electric Resistance I I I cPNa � PST 409�7c*o WA 7R SS 0447- L.- 9F Agnr Pa o-ka- s�,% Ct�uj6403 o�2)w s /vvG. Ame� -a. ,L e. Skylight . . . .. . . . . . . . . . DISC . . . . . . . . . . . . . 0 11. Horizontal South Overhang length. . . ._�_ft . . . . . . . . . . . . . -2112. Movable Insulation, % Floor Area. . . . -VA i 13. Infiltration (indicate Standard, Medium or ,igot) M lzi7��1 wl + LS .4. Thermal Mass Exterior Wall Thermal mass• ' Area, Heat Capacity, R-Value . . . . . . . ft`, HC, R- Interior Thermal Mass , Area, Heat Capacity, R-Value . . . . . . . (op ft`, 3 HC, R-.7.3 42- HYAC System- 15. Gas Furnace without Refrigeration. Cool ing (Seasonal Efficiency) . . . . . . . . . . . . . . . . . . SE a 16. Heat Pump (Energy Efficiency Ratio) . . . . . . . . . . . . . . —SEER o 17. Gas Furnace with Refrigeration Cooling Seasonal Efficiency and Seasonal Energy Efficiency Ratio . . . . . . . . . . . SE SEER p 18. Active Solar (Net Solar Fraction, :) . . . . . . . . . . . . %NSF _e> 19. Zonally Controlled Electric Resistance Space Heating . . . . . . . . . . . . . (res/1�1¢ Domestic Water-Heating•• 20. Solar With'Gas 8ackup.(Net'Solar Fraction, S) %NSF 4-1> 21. Other Water Heating (Describe type) EIEcTRiL w/ f'1JlHI' o r ' Point Systea.Co+npliance Total . . . . . . . . . . +4_ *Checklist Mems. not a•point.system measure. 6' s "Attach do_c entation`for 'efficfencies and NSF: 4... t J t �. +Fhl' ,� l.tz ������.: RG �.°� •.. y. s } tet.,° ..� x r??.' ,- i,ry� s - �. `.5r' ' Lr- n, t• if._-O" :+:7' i'rsi�.1" ..., f +- t r ��.;` "��,.; � -' i �Yh.a ^f ,c+•+ h.t 1 r ,°`7t xr 7 }�i Z r'�}3' ♦ t.,n {: # yh �' �'.} }1 t - �.} • ,. d ,i W p y 3�1s� a Fi f f tic P jh' {� y r �• .}tV4�.♦ `3,.c•��...L. z+`3-i r�6 a.,.�7'X'1t3�' _x 4r. �:' I ';�.�1i5�+e,�^Lr,�imer{ r e t � , Ts FORM � . RESIDENTIAL ENERGY FLAN CHECK/INSPECTION'rSUMHARY Owner ' t;L �Ja j 5 Climate Zone 1 Permit No. :or'Area. 19�. L'r TE .: ltapliance path: Package 0A• EIB- 13-C 13 Point- System. QBudget ''w6;i�r b6lN eei NRr MIN. R -VALUE DESCRIPTION I REQ'D INSTALLED ITEMS(1) INSULATION: Roof/Ceiling ^�•_o •i /% �/ Wim. .. wall Slab Floor Perimeter Q Raised Floor INFILTRATION• .(2) Q (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass dgors shall meet the .1972 ANSI Air Infiltration Standards and shall be certified and. labeled. !�►�':. (C) All swinging doors and windows leading to unconditioned.areas shall be fully weatherstripped. -. ' Tight _ the above standard'.features•plus: ,. ❑ (D) Continuous infiltration barrier ' (E) -Electrical outlet.plate gasket '. _ Q (F) Air-to=air heat exchanger .(3) GLAZING: (A) Location Area Glazing Vloor Area Single Double Triple • d Total Bldg —�,— ,r --a .G��.•_. . North TOTAL POINT _ Table 3-3a. Ceiling Insulation Points I R -Value of Insulation i Points I I 1 i 22 I -2 I j ie I +0 I I49 1 +4 I Table 3-4a. Wall Insulation Pointe R -Value of Insulation I Points .1 I I I I 1114 1 _24-- I +0 I 10 i +3 /I Table 3-5. orth-Facins WtIng Pti 1 I GlasPI48 Type 1 Total 1 2 of I Sn , Dbl, Trpl, I FloorX0.;6 u-u-ee 10.42- ( 0.41.10 10.65 1 down I I 0. 1. I +4 +4 I +4 I 1 .3- 2.3 +1 I +2 1 +2 I 2.4- -2 I 0 I +1 1 - 4.e - 1 � I -1 I I 4.9- 6.1 1 -7 -4 �' -3 I I 6.2- 7.3 1 -9 I -6 1 -5 1 7.4- 8.2 I -12 I 8 l -7 1 I 8.3- 9.7 1 -14 I -1 I -8 I 1 9.8-10.8 1 -1-7 I -12 -10 110.9-12.0 I -19 1 -14 I 2 112.1-13.2 1 -22 I -16 1 -1 I 13.3-14.5 I -24 I -18 1 -15 14.6-15.3 1 -27 I -20 I -17 1 Table 3-6. last -Facing Clazi 1 I -Glazing Type Table 3-7. South-Facine Glaz I I Glazing Type I I Total I I 1 2 of I Sngl, I Dbl, T Trpl, I Floor ' I (U - I (U - I (U - I I Area ; 11.10) 10.65) 1 0.41)1 I I oints I oints I Int 3' v +� +j +3 1 up to 1.5 1 +2 I +2 I +2 1 1 rT=T. T_ -1 1 0 O 1 1 3.7- 5.2 1 -4 1 -2 1 -2 1 1 5.3- 6.5 1 -6 1 1 -3 I 1 6.6- 7.7 1 -9 -6 1 =5 1 I 7.8- 8.9 I -11 -8 1 -7 I ( 9.0-10.0 I - I -10 ,I -9 110.1-11.5 I -17 I -13 i -11 I 1 11.6-13.0 -21 I =16 I -14 I 1 13.1-1 I -25 I -19 I -16 ( 14.6w- 6.0 1 -28 1 -22 1 -'.9 I Table 3-8. West -Facing Clazing Pts. I I Glazing Type i I Total I I I % of I Sngl, I Dbl, r Trpl, I Floor I (U - I (U - I (U - I I Area 11.10) 10.65) 1 0.41)1 I 'Its I oints I ointsl I o o •.5 •i +i 1 up +5 1 TE I +6 I 1 1. - 2.2 1 +3 1 +•4 I +5 1 I t'i--2 a l 0l +i I +3 I I 2.9- 3.6 I -3 ( 0 1 +1 I I 3.7- 4.2 I -5 I -2 I 0 1 I 4.3- 5.0 I -8 I -4 I -2 I I 5.1- 5.6 I -10 ( -6 I -i I 5.7- 6.2 I -13 I -8 1 -6 I 1 6.3- 6.9 i -15 I -10 I -7 I 1 7.0- 7.6 I -18 I -12 I -9 I 1 7.1- 8.2 1 -20 I -14 I -11 1 8.3- 8.8 I -22 I 716 I -13 I 1 8.9- 9.5 I -25 I -18 I -15 1 1 9.6-10.1 I -27 i -20 I -16 I 110.2-11.0 I -29 I -23 I -17 I 111.1-11.8 I -35 I -26 I -21 1 111.9-12.7 I -38 1 -29 I -24' I 1 12.8-13.5 1 -42 I -32 1 -27 I 1 13.6-14.3 1 -46 I -35 I -29 I 1-,14.4-15.2 I -50 I -38 I -32 I Table 3- Skylight Points a. 7 I Glazing Type I I Total I ZONE 11 I Orten- � OWNER L.ra s6/= I�//`�,,e POINTS PERMIT NO. �. ASSIGNED ACTUAL 1. SLAB - INSULATION -1 I 2. c RAISED FLOOR - R-19 Q (9 I 6. I I I 3. CEILING - R-30- -30-4. I T of I 4. WALL - R-19 I Trpl, I 5. NORTH GLAZING - 2.4M-3.6% .83 up • 6. EAST GLAZING - 2.5-3.6% Table 3-2. Raised 7. SOUTH GLAZING - 1.6-3.6% t Z 8. WEST GLAZING - 2.9-3.6% ( (U - I 9. SKYLIGHT " - 0-1.3% %U2- 10. SHADING (Exclude Overhang) ,I I I -2 1 -4 I -4 I -6 West EAST - to , 1 1.10) SOUTH - .19-9- .42 0.41)1 1 1 WEST - .13-.36 1 down I .SKYLIGHT - .37-.57 I R -Value of 11. HORIZONTAL SOUTH OVERHANG 2' :•?`' I�I!Pq is 12.' MOVABLE INSULATION - NONE i .1 1 .8 11.6 13.2 14.9 13. INFILTRATION (Standard=0)(Tight=+12) O V 14.' THERMAL MASS SF I Points 15. GAS FURNACE (SE) 71-76% .37-.57 16. HEAT P1J11P (EER) ,-7.5-7.9%- �~ 17. DUAL PACK (SE, SEER) 8.0-8.3/71=76% 0 I I berth, WOOD I I ,STOVE WATER -`CATER +3 I +4 ATTIC 61% I'4- 2 'rl' -3 OTHER . .- . I -1 I TOTAL POINT _ Table 3-3a. Ceiling Insulation Points I R -Value of Insulation i Points I I 1 i 22 I -2 I j ie I +0 I I49 1 +4 I Table 3-4a. Wall Insulation Pointe R -Value of Insulation I Points .1 I I I I 1114 1 _24-- I +0 I 10 i +3 /I Table 3-5. orth-Facins WtIng Pti 1 I GlasPI48 Type 1 Total 1 2 of I Sn , Dbl, Trpl, I FloorX0.;6 u-u-ee 10.42- ( 0.41.10 10.65 1 down I I 0. 1. I +4 +4 I +4 I 1 .3- 2.3 +1 I +2 1 +2 I 2.4- -2 I 0 I +1 1 - 4.e - 1 � I -1 I I 4.9- 6.1 1 -7 -4 �' -3 I I 6.2- 7.3 1 -9 I -6 1 -5 1 7.4- 8.2 I -12 I 8 l -7 1 I 8.3- 9.7 1 -14 I -1 I -8 I 1 9.8-10.8 1 -1-7 I -12 -10 110.9-12.0 I -19 1 -14 I 2 112.1-13.2 1 -22 I -16 1 -1 I 13.3-14.5 I -24 I -18 1 -15 14.6-15.3 1 -27 I -20 I -17 1 Table 3-6. last -Facing Clazi 1 I -Glazing Type Table 3-7. South-Facine Glaz I I Glazing Type I I Total I I 1 2 of I Sngl, I Dbl, T Trpl, I Floor ' I (U - I (U - I (U - I I Area ; 11.10) 10.65) 1 0.41)1 I I oints I oints I Int 3' v +� +j +3 1 up to 1.5 1 +2 I +2 I +2 1 1 rT=T. T_ -1 1 0 O 1 1 3.7- 5.2 1 -4 1 -2 1 -2 1 1 5.3- 6.5 1 -6 1 1 -3 I 1 6.6- 7.7 1 -9 -6 1 =5 1 I 7.8- 8.9 I -11 -8 1 -7 I ( 9.0-10.0 I - I -10 ,I -9 110.1-11.5 I -17 I -13 i -11 I 1 11.6-13.0 -21 I =16 I -14 I 1 13.1-1 I -25 I -19 I -16 ( 14.6w- 6.0 1 -28 1 -22 1 -'.9 I Table 3-8. West -Facing Clazing Pts. I I Glazing Type i I Total I I I % of I Sngl, I Dbl, r Trpl, I Floor I (U - I (U - I (U - I I Area 11.10) 10.65) 1 0.41)1 I 'Its I oints I ointsl I o o •.5 •i +i 1 up +5 1 TE I +6 I 1 1. - 2.2 1 +3 1 +•4 I +5 1 I t'i--2 a l 0l +i I +3 I I 2.9- 3.6 I -3 ( 0 1 +1 I I 3.7- 4.2 I -5 I -2 I 0 1 I 4.3- 5.0 I -8 I -4 I -2 I I 5.1- 5.6 I -10 ( -6 I -i I 5.7- 6.2 I -13 I -8 1 -6 I 1 6.3- 6.9 i -15 I -10 I -7 I 1 7.0- 7.6 I -18 I -12 I -9 I 1 7.1- 8.2 1 -20 I -14 I -11 1 8.3- 8.8 I -22 I 716 I -13 I 1 8.9- 9.5 I -25 I -18 I -15 1 1 9.6-10.1 I -27 i -20 I -16 I 110.2-11.0 I -29 I -23 I -17 I 111.1-11.8 I -35 I -26 I -21 1 111.9-12.7 I -38 1 -29 I -24' I 1 12.8-13.5 1 -42 I -32 1 -27 I 1 13.6-14.3 1 -46 I -35 I -29 I 1-,14.4-15.2 I -50 I -38 I -32 I Table 3- Skylight Points a. 7 I Glazing Type I I Total I T.M. 9 -In ew.u._ f'__694_; --- ------ SC _ - SC by ( , I Orten- 1 2 Floor Area Total I I +4 I East I I iof Sn l-,\1 Dbl, I Trpl, I I I 6. I I I 1 0 -.19 1 0 ( +1 ( +2 I T of I Sngl. I Dbl, I Trpl, I Floor 1 U- .83 up IUable -1. Slab Floor Points Table 3-2. Raised Floor PointsFloor I to I to I' to I to I up I (U - I (U - ( (U - I I Area 1 0.66- %U2- 10.Area .67 up ,I I I -2 1 -4 I -4 I -6 West 1 .1 1 1.6 1 3.2 16.4 19.0 1 1.10) 1 0.65).1 0.41)1 1 1 1.10 1 down I I Tn=•jla- I R -Value of Insulation I I R -Value of 1 I I�I!Pq is I oint9 I ointsl i .1 1 .8 11.6 13.2 14.9 I to 1 to I to I• to I to I tiun I I 1 Insulation I Points I D+ .37-.57 •, +,� I u to 1.3 I -1 I �1� 0 I I berth, I I I I up to 1.3 I +3 I +4 ► +4 1 I'4- 2 'rl' -3 I -2 I -1 I I.lnches 10-2 1 3-4 I 5-6 I' 7+ I 1 1.4- 2.4 I +1. I +2 1 +2 I I 2.3- 2.8 I -6 I -4 i -3 below 3 I -12 ( I 2.5- 3.6 1 -2 I 0 1 O I I 2.9- 3.6 i -9 I -6 I -5\1, ,/ &II 3- 4 I -8 1 1 3.7- 4.6 I -5 1 -2 1 -1 I I 3.7- 4.2 I -11 I -8 I -6 I 1 0- !t 11f:51 1 -5 ( -5 I -5 1 I S- 7 1 -6 I ( 4.7- 5.6 I -8 1 -4 I -3 I 1 4.3- 5.0 1 -14 I -10 I -8 I 1 12 - 13 1 -5 1 -3 1 -2 1 -1 1 1 8- 12 I -4". 1 1 5.7- 6.7 I -10 I -6. 1 -5 1 1 5.1- 5.6 1 -16 1 -12 I -10 1 16- 19 I -5 i -2 I -1 10 I 1 13 - 18 1 r2 I I 6.8- 7.7 I -13 1 -8 1 -7 I I 5.7- 6.2 I -19 I -14 I -12 1 I 20 + I -5 I -1 1 0 1 +1 I I 419+ 1 0 1 1 7.8- 8.7 I -15 1 -10 I -4 I I 6.3- 6.9 I -21 I -16 I -13 I I I i 1 I I I 1 1 1 8.8- 9.7 1 -1.7 I -12 1 -10 1 1 7.0- 7.6 I -24 I -18 1 -15 1 ( -21 .-15 -13 1 7.7- 8.2 -26 -20 -17 I 19a8-_1L•j .3-12 . =� -13 8.3- 8.8 -281 -22 I -19 I 7/7/83 1 12.8-14.0 1 -28 1 -21 I -18 1 I 8.9- 9.5 1 -31 I -24 I -21 114.1-15.3 i -32 I -24 I -20 i I" 9.6-10.1 I -33 I -26 1. =22 1 - T.M. 9 -In ew.u._ f'__694_; --- ------ SC _ - SC by ( , I Orten- 1 2 Floor Area cation I +4 I East I I 3.2 1 _23.6+ i 0-3.1 to 6.4 up I I I 6. I I I 1 0 -.19 1 0 ( +1 ( +2 .20-.36 1 0 I 0 I % ( 37-.66 I 0 1 0 i 0 I .67-.8 2 0 1 0 I -1 .83 up i 0 i -1 i -2 I South 1 0 1 3.2 1 6.4 18:0 1 9.6 I I to I to I' to I to I up 13.1 16.3 17.9 19.5 I I 0 -.18 1 0 1 +1 1 +2 1 +2 I +3 I .19-.42 1 0 1 0 1 0 1 0 1 0 I .43-.66 I 0 1 -1 I -2 i r2 -3 .67 up ,I I I -2 1 -4 I -4 I -6 West 1 .1 1 1.6 1 3.2 16.4 19.0 I to I to I to I to I up 11.5 13.1 16.3 17.9 I I I I I I 0-.12 1 0 1 +1 I +3 1 +6 ( +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 I 0 1 -1 I -3 I.-6 I -1 58-.82 I ZLI -3 I -6 1 -12 1 -15 33 p I -2 1 -4 I -8 I -16 I -20 I I I I I Skylight i .1 1 .8 11.6 13.2 14.9 I to 1 to I to I• to I to 1 7 1 1.5 13.1 13.9 1 5.2 1�- 0-.12 1 0 1 +1 I +3 1 +6 I +7 .13-.36 1 0( 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 I -3 I -6 1 -- .58-.82 .1 -1 I -3 1 -6 1 -12 I -. 3 up I -2 -4 I -8 I -16 I -20 Table 3-11. Horizontal South Overhane Pointe South Glazing Length Out I Area, I of Floor I I from Wall 1 I I ft T 0-6.3 1 6.4 up 0 - 0.5 1 -2 1 0.6 - 1.0 1 -2 I -3 1 1 1.1 - 1.9 I -1 I -2 I I 2.0 up I 0 I 0 1 Table 3-12. Movable Insulation Moveable Insulatioo"1 Area, 2 of Floor I Points 0 - 5.5 i 0 5.6 - 11.5 I +2 11.6 - 17.3 I +4 17.6 - 23.5 1 +6 _23.6+ ( +6 Table, 1-13. 1-ifilttation Control Features Points I Coctrol Features I Points I I I I IStandard I 0 I 11.9 air changes per hr ( I I I I Tight i +12 0.6 air changes per hr I' I t Table 3-15. Cas Furnace Withour ReiriReration Cool!ne_,*0ints Seasonal Efficiency (SE), Z 71 - 16 1 0 1 77-g 1 +2 I 83 -A8 I +4 i By- 94 I +6 I /95 up / I +8 I I 1 Table 3-16. Peat Pumo Points I Energy Efficiency I Ports I I Ratio (EER) I I I 7.5 - 7.9 I +3 1 I 3. - +3-I I 8.4 - 8.7 I +9 I I 8.8 - 9.1 I +12 i I 9.2 - 9.6 I +13 1 I 9.7 - 10.2 I +L8 1 I 10.3 - 10.8 I +21 I I 10.9 - 11.5 I +24 I 1 11.5 - 12.3 I +27 1 1 12.4 I - 13.2 I I +30 I I +7 Table 3-17. Cas Furnace With / Refriveration Coollna olnts ;Refrigeracionl Cas Cooling 1 S 1"T' - 7-y 1 1 761 fl�l 1 8.0/8.7 I +21 +41 +61 +8 1 1 8.421 +41 +61 +81+10 1 1 9.841 +61 +EI+101+12 1 1 9.?61 +81+101121+14 I 1 9.831+101+121+141+16 1 10.410 +121++I.1+161+18 1 1 11.0121+141+161+-181+20 1 7/7/83 ZONE 11 THELE 3-14 (ADAFTEO) INTEII,IOR THERMAL MASS POINTS MASS DWELLING AREA SQUARE FOOT AREA 1,000 1,500 2,000 2,500 i 3.000 I 3,500 4,000 i 4.500 5,000 1 SQ. FT. 1 A 8 C D A 8 C D A B C 04 A 8 C D A 8 C 0 A ,8 C 0 A 6 C D A B C D A-8 C ,. 50 2 2 2 2 2 2 2 0 1 2 2 2 0 1 0 0 0 0 0- O O -0 0 0, . 0 - 00 0 D 00 0 '.00. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 '0 2 2 0 0 2 i 0 OI 0 0 0 0 1 ISO 6 6 6 4 4 4 4 2 2 •2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 f 2 0 2 2 2 0 1 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 . 2 259 10 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 : 300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2, '2 2 2 2 2 2 2 2 1' 2. 2 2 2 350 14 14 12 8 10 10 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 2 2 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6 - 6 4 2 4 4 4 2 4 4 4 2 I 4 4 2 2 3 4 2 2 503 18 IS 16 10 12 12 10 6 10 10 8 6 A 8 6 4 6 6 6 4 6 6 6 2 6 6 4 Z 4 4 4 2 4 4 4 I 600 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 1 8 6 6 4 6 6 6 4 i 6 6 4 2 6 6 4 2 1 733 24 ZI 29 14 18 16 11 10 14 11 12 8 10 10 10 6 10 10 8 6 8 8 6 4 8 6. 6 4 6 F 5 41 6 6 Oi 7. i 270 26 24 22 16 20 16 16 10 14 1/ 12 8 12 10 10 6 10 10 e 6 10 R 8 4 I ! 6 6 4 I 6 6 6 I I 6 6 6 400 28 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 13 8 '8 1 8 8 6 1� E 8 6 t i 1,000 30 :10 26 18 22 20 20 14 18 18 16 10 14 1/ 12 B 12 12 10 6 12 10 10 6 10 1D 8 6 8 B 0 4� ^ 8 6 i i 1.:OU 32 32 28 20 I24 24 22 14 20 20 18 10 16 16 14 B 14 14 12 .8 12 12 10 6 10 10 10 6 11 10 8 ( !a e f � 1,200 34 32 30 22 26 26 22 16 22 20 18 )2 18 18 14 10 I14 14 12 8 14 12 12 8 '12 12 10 6 10 10 8 E In In 8 6 i 1,300 34 34 32 22 28 26 24 16 22 22 20 12 18 18 16 10 lu 14 14 8 14 12 12 8 I12 12 10 6 I12 !0 10 61 to 10 F• n 1•:00 34 34 32 24 28 28 26 18 24 24 20 1: 20 18 12 18 16 14 10 11 11 12 8 14 11 li 8 12 I' :G C, .0 10 17 i 1.100 136 ]1 ]/ 24 30 30 26 18 24 24 22 11 22 20 18 12 I8 18 16 10 16 16 14 8 14 14 12 8 17 12 10 61 ;2 12 1,-. u i 2,000 I 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 ( 20 20 IS 12 18 18 16 10 16 16 i4 LI 14 14 1! S i 2.S09 34 34 30 22 13,0" 30 26 18 26 26 24 16 24 24 22. 14 22 22 19 !2 70 2G I8 I. is !3 16- 'Li J,CG3 34 32 30 22 30 30 26 18 28 :6 24 16 �24 24 22 14 22 22 20 14! :: .3 12 3.500 32 32 30 :0 30 30 26 1d 2d 28 24 16 26 Z4 _ 27 It i 7; ;4 20 14 ' -4.990 32 32 10 20 30 30 26 18 78 :8 24 1E '7.5 2i 22 1f 1,509 32 32 28 2U, ]U 3d 26 it S_00= 132 T? 2i 201 IJ :6 1; • A) 1. 3's^ Concrete Slab: 3; R-.29; Factor -7.3 Brick: 2. 3 J/4- Thick Common Brick: IIC-7.125; R•.13; Factor -7.3 B) 1. Sy' Concrete Slab: MC•14.106; 2•.458; F'actor•7.1 WOOd SCOV2 O1nt5' n C 1. 8^ Solid i111ed stock: HC•20.63: R-1.93; Fac 7-4.1 p ( o back up) ' 2. 8' Solid Filled Block With Bath Sides Exposed To Conditioned Air.Casablanca fan + 1. point NOTE: Use all square footage directly exposed to conditioned air. for Thersal'Mass Area: NC•10.164; R-.96.; Factor -6.1 , 0) 1- Thick Concrete/Tile: NC -2.55; R•.083; Factorr3.7 'fable 3-19. tonally Controlled Electric Reststance / Space Heatin¢ Pointy ' I Points for this tie I be completed after I has approved an f I Component Package for I Heat. Table 3-15. Activ--7S l I Net Solar I (YSF) I 20 3 Table -. Solar Water Heating With Cas Backs Points aaurc w!11 I , the CEC :rnative I esistanee I ar Space to t;as Points Multifamil (per unitpoints) Floor Area i 0-6 i 0 i I - 14 I +2 I I 5 - 23 I +4 I I 24 - 30 I +6 I i 31 - 39 I +8 I 40 - 47 I : +LO I ( 48 - 55 I 4.12 I I 56 - 63 I +14 I 64 - 71 I +18 I I 72 up I I I: +20 I I Multifamil (per unitpoints) Floor Area list Solar Fraction (NSF), Z per unit, Sea i ft 2. I Solar with Electric I I I Resistance Backup I 1 I Meeting the Require- I I I .rent• Su Part 2 I I I 0 I I Eleccrit Resistance I 0.9 iir-i9 cCr29 i 3Cr39 4P--4 J+14 50-59 60-69 70-79 � 600-799 0 +3 +7 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 + +6 +8' +10 +12 +14 1,500-1,999 0 +1 +4 +6 +7 +8 +10 2 X90 and u 0' +1J,,3 +2 +4 +5 +6 +7 +9 All others (per butlal paints) 8UO-899 0 +5 +10 +14 +19 _ +24 +29 +34 900-999 +4 +9 +13 +17 +it +26 +30 1,000.1.199 0 +4 •1•7 +11 +15 +•19 +22 +26 1,204-1,49 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,eg99 0 +2 +5 +7 +9 +12 +14 +le 2,000-2.999 0 +2 +3 +5 +7 +6 +10 +11 3,00.0 ar.d uo 0 +1 +3 +4 +5 +7 +9 ♦IQ 1 'able 3-21. Other Water Heating Pts. System Type I Points T I I 1 Cu Only I 0 I Sea i 0 I I Solar with Electric I I I Resistance Backup I 1 I Meeting the Require- I I I .rent• Su Part 2 I I I 0 I I Eleccrit Resistance I I I I Daly I I -40 I I Telephone 533-2000 North Burbank Public Utility District 1960 Elgin Street OROVILLE,.CALIFORNIA 95965 35-87 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: LESLIE E. AVERY 182 Valley Ridge Drive, Paradise 95969 Applicant Phone No.: 877-8637 Property Location(s): 6236 Jack Hill Drive, Oroville Kelly Ridge Estates, Unit 4C, Lot 520 A. P. No. (s): Fees Paid: 69-30-21 ALL FEES PAID Application for service approved: 6t North Burbank April 21, 1987 Public Utility District Inspection(s) made and successful test(s) observed: Location: Date: M North Burbank Public Utility District release to close permit Date: By: v Ire Return to DPW. AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT <, r, i:,l„%t.;f{ .- FOR RESIDENTIAL. DEVELOPMENT BY Section 26-8.1 of the Butte County Code requires th-is acknowledgement be recorded prior to issuance of a building permit. 8im15'750 Wii AFF 30 FIS 4' Zo The property described herein is adjacent to land or included CAt`1D ,Cf_J, GRi BBS / within an area zoned for agricultural purposes, and residents of this CLERK-RECORDERFEE3 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 operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a - priority use for productive agricultural purposes; and residents within said zones and on i l�• adjacent property should be prepared to accept such inconvenience or disconform from normals necessary farm operations. - ;- All that real property situate,in the County of Butte, State of California, described as follows: LOT 520 KELLY RIDGE ESTATES SUBDIVISION, UNIT 4C.', Date / ",� j� ���, _ PROPERTY OWNERS: 0 ' State of��{ L I I C`A'N+ -I t ) On this theda - �� 0� 2t ' y of C_ 19�, before SS. me, the undersigned Notary Public,`personally appeared County of - l-� Si.it (� , �lVt r2�/ 1,+v+� S+l+y�['r [ �I, Il ,c-�-'►� �roo�0000�ea■®oe000�oomm�®� / / Personally known to me. Proved to me on the basis GERIGUAYLE of satisfactory evidence. NOTARY PUBUC-CAUFOFftA 0 to be the persons) whose names) subscribed to eeffecounty the within instrument and acknowledged that My COMMWWOnE'pinnOct.2M1®S.9 © executed the same for the p p pus oses therein contained. �,+�®ago®®mnccapanameoca®®csQ IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. .. J Nob ry Public 69-30-21 r RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & dMISC:,ONLY) N Bldg. Permit # OWNER A.P. # 70-- GENERAL 0- GENERAL �oning requirements: (sideyards and number of permitted living units). �luation. a. Plans signed by designer. rgy Design and Compliance. Existing violations on property. PLOT PLAN plete parcel size and dimensions. 2! Setbacks, sideyards, easements, etc. le-' ,Otherbuildings or structures. *!`ading, fills, drainage. &0'1-,-F1ood hazard. 6/. ,Special conditions on creation map or compliance document. FLOOR PLAN 7'/85 49PIPMplete to scale plan with dimensions. - uired windows for light and ventilation (Sec. 1205). 3w' Raquired windows for second exit (Sec. 1204). >kylights (Chapter 34 & Sec;,. 5207) . ,. 8/n impact glass (Sec. 5406). x` '! quired room sizes, ceiling heights (Sec. 1207). 7✓.C.I.'s in baths, garage and exterior outlets (Article 210-8). 8�! Light fixtures, switches, receptacles, and exterior receptacles for maintenance of �--chanical equipment.. 9! Locations of water heater, heating and cooling equipment, other electrical or gas uipment, and plumbing fixtures. l arage firewall, door size, and closer (Sec. 503(d)(3)). la7l 1 - 3'0" exterior exit door (Sec. 3304(e)). Vireplace and wood stove location. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS DFoundation plan complete enough:. -.to construct building. .93 10 or construction details complete enough:to construct building. vations and wall construction details complete enough to construct building. f construction details complete enough to construct building. 7?t O" ;1� =icient place construction details and calcs if necessary. data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR 1 ,xposure I plywood on exposed locations and overhangs. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). 3/�rdrail details (Sec. 1711 & 3306(j))— ick or stone veneer (Chapter 30). �Rafter rior plaster - weep screeds (Sec. 4706). er roof pitch for roof covering (Chapter 32). ties or bearing ridge beam. RESIDENTIAI,.PZAN CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) arage door or porch header sizes. �dequate bracing. -3+8'. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. tt.—Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). 1@ -"'-Attic access and ventilation (Sec. 3205). 1_21L W derfloor access and ventilation (Sec. 2516). 1 Wood stoves, clearances, alcoves & 1 -hour shafts. e mbustion air for fuel burning appliances. mise requirements on duplexes. Abe `oils - special foundation design. Retaining walls requiring design. !�0'nusual shape, size or split level house requiring lateral design. k 4 E File.No. BUTTE COUNTY (For Action 1, 2, 3) Public Works Dept, (For formation l/ ) Director i Dep. Dir. $ec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping er_ Transp. I MINASIAN, MINASIAN, MINASIAN, SPRUANCE, BARER, MEITH & SOARES ATTORNEYS AT LAW DAVID H. MINASIAN, INC. (A PARTNERSHIP COMPOSED OF PROFESSIONAL CORPORATIONS) JOHN CARLETON GRAY, 1872-1913 PAUL R. MINASIAN, INC. - 1681 BIRD STREET AT OAK STREET CARLETON GRAY, 1893-1944 WILLIAM H. SPRUANCE, INC. PAUL JACKSON MINASIAN, 1933-1981 WILLIAM H.�BABER III, INC, , P. O. BOX 1679 JEFFREY A. MEITH �.% OROVILLE, CALIFORNIA 95965-1679 M. ANTHONY SCARES �'V TELEPHONE (916) 533-2885 Uv TEL TELECOPIER (916) 533-0197 M U�c�ry1EL V. SEXTON December 9,'1987 J fimGlander Butte County Building Inspection Department 7 County Center Drive Oroville, CA 95966 Re: Encroachment on Public Utility Easements Dear Jim: In accordance with our conversation, I am enclosing a copy of the letter of May 29, 1987, from Mike Glaze to yourself, which letter, essentially, sets forth the basis of my discussion with Carol Ragland. The District certainly has no objection to releasing the County, and agreeing to hold the County harmless, from any liability in connection with the issuance of a building permit on a public utility easement wherein is located District facilities. The District should not, however, be required to issue general "hold harmless" agreements for any claims that might arise in connection with work done on a public utility easement. The attached letter addresses the County's concern. The reason it was agreed that a specific waiver of liability, as opposed to a general hold harmless was appropriate, is that there may be other activities occurring within that right of way, or the County may be conducting activities in that right of way, which have nothing to do with North Burbank's existing facilities, nor with this particular encroachment. It would be my recommendation that a letter in substantially the same form be utilized whenever the District, in accordance with its encroachment permit procedures, authorizes the location of an encroachment over one of its facilities. As Mike mentioned in his letter, we are very appreciative of the County's position in insuring that there is concurrence of the District prior to permitting any construction within a public utility easement. We certainly do not wish to change that ? ell�. /) d.o r , MINASIAN, MINASIAN, MINASIAN, SPRUANCE, BARER, MEITH & SOARES ATTORNEYS AT LAW DAVID H. MINASIAN, INC. (A PARTNERSHIP COMPOSED OF PROFESSIONAL CORPORATIONS) JOHN CARLETON GRAY, 1872-1913 PAUL R. MINASIAN, INC. - 1681 BIRD STREET AT OAK STREET CARLETON GRAY, 1893-1944 WILLIAM H. SPRUANCE, INC. PAUL JACKSON MINASIAN, 1933-1981 WILLIAM H.�BABER III, INC, , P. O. BOX 1679 JEFFREY A. MEITH �.% OROVILLE, CALIFORNIA 95965-1679 M. ANTHONY SCARES �'V TELEPHONE (916) 533-2885 Uv TEL TELECOPIER (916) 533-0197 M U�c�ry1EL V. SEXTON December 9,'1987 J fimGlander Butte County Building Inspection Department 7 County Center Drive Oroville, CA 95966 Re: Encroachment on Public Utility Easements Dear Jim: In accordance with our conversation, I am enclosing a copy of the letter of May 29, 1987, from Mike Glaze to yourself, which letter, essentially, sets forth the basis of my discussion with Carol Ragland. The District certainly has no objection to releasing the County, and agreeing to hold the County harmless, from any liability in connection with the issuance of a building permit on a public utility easement wherein is located District facilities. The District should not, however, be required to issue general "hold harmless" agreements for any claims that might arise in connection with work done on a public utility easement. The attached letter addresses the County's concern. The reason it was agreed that a specific waiver of liability, as opposed to a general hold harmless was appropriate, is that there may be other activities occurring within that right of way, or the County may be conducting activities in that right of way, which have nothing to do with North Burbank's existing facilities, nor with this particular encroachment. It would be my recommendation that a letter in substantially the same form be utilized whenever the District, in accordance with its encroachment permit procedures, authorizes the location of an encroachment over one of its facilities. As Mike mentioned in his letter, we are very appreciative of the County's position in insuring that there is concurrence of the District prior to permitting any construction within a public utility easement. We certainly do not wish to change that ? ell�. /) d.o Page -2- Mr. Glander December 9, 1987 procedure, which is a welcome "breath of fresh air", which our firm does not routinely see in other counties. We believe an appropriate procedure is, once the District has been notified, and discussed with the landowner who intends to build the encroachment, the rules and regulations of the District with respect to the encroachment, and satisfies itself that in fact the encroachment will not unduly interfere with the operations of District's facilities, or the maintenance of those facilities, we would then notify the County with a letter such as was sent in connection with Mr. Avery, which would thereupon serve as the County's authorization, at least as far as North Burbank is concerned, to issue a building permit subject to whatever rules and regulations the County has with respect to the construction of the facilities. Thank you, Jim, for your courtesy and cooperation in this matter.' Please contact'me if you, or the County Counsel's Office, have any questions with respect to the proposed procedure. JAM/sl Enclosure cc: North Burbank Public Utility District Very truly yours, MINASIAN, MINASIAN, MINASIAN, SPRUANCE, BARER, MEITH & SOARES By J F Y A. MEITH ,ZI RECEIVED JUy - 1197 1960 ELGIN STREET, OROVILLE, CALIFORNIA 95965 916 5332000 MANAGER: MICHAEL GLAZE May 29, 1987 Jim Glander Butte County Building Inspection 7 County Center Drive Oroville, California 95966 Re: Encroachment on Easements AP69-30-21 Dear Mr. Glander: BURe,� tig LOT'4- • jo,� In conformance with yesterday's discussion between Jeff Meith, . NBPUD Counsel, and Carol Ragland, Deputy County Counsel, the exe- cution of an "Easement Encroachment Permit" by a property owner and the District, including the one by Leslie E. and Janet L. Avery, a copy of'which is attached hereto, constitutes the District's per- mission to allow construction within the public utilities easement on the property described on said permit. Furthermore, the Dis- trict will not hold the County of Butte liable in connection with issuing a permit for construction of that encroachment described within any Easement Encroachment Permit. The Distr.ict.is certainly appreciative of the County's cooperation in not issuing permits for improvements on easements involving sanitary sewer facilities. We hope this letter will satisfy your requirements in this regard without necessity of individual letters each time an Easement Encroachment Permit is executed. Sincerely, NORTH BURBANK PUB UTILITY DISTRICT __Z6 ael G1 , al Manager cc: Carol Ragland, Deputy County Counsel Jeff Meith, NBPUD Counsel ri John Starr Leslie E. Avery M Y T Recording Requested By: NORTH BURBANK PUBLIC UTILITY DISTRICT 1960 Elgin Street Oroville, Ca. 05066 EASEMENT ENCROACHMENT PERMIT PROPERTY OWNER: Leslie E. and Janet L. Aver ADDRESS: 6236 Jack Hill Dr., Oroville, Ca. 95966 (AP69-30-21) TELEPHONE: ('916 ) 534-3512 ZIP: 95966 DESCRIPTION OF ENCROACHMENT: Concrete block retaining wall within 10' public utilities easement as described below. DESCRIPTION OF REAL PROPERTY AFFECTED: All that real property si- tuate in the County of Butte, being a portion of the West 1 of Section 6, T.19 N., R.5 E., M.D.M., more particularly described as follows: That certain public utilities easement being 10 feet in width and located within and adjacent to the Easterly boundary of Lot 520 of Kelly Ridge Estates Unit 4C Subdivision, as shown on the map thereof and recorded in the Butte County Recorder's Office in Map Book 66 at Page 6. PROVISIONS GOVERNING THIS ENCROACHMENT PERMIT 1. PROPERTY INTEREST: This Permit is valid only for the pur- poses specified herein, and neither the Permit, or use thereunder shall create an easement, right of way, or other interest in real property. 2. EXTENT OF USE UNDER PERMIT: The right to use or maintain the structures or installations authorized herein shall be limited to the permittee and owner of the real property affected (hereinaf- ter referred to as "Owner") and all future owners of the real pro- perty affected. North Burbank Public Utility District (hereinafter referred to as "District") shall have the right of ingress and egress across said structure or installation at any and all times for people with tools and/or equipment required for the repair, maintenance and/or operation of that sanitary sewer system and appurtenant facilities located within District rights of way. 3. MAINTENANCE AND REPAIR: Owner shall maintain and repair the installation at all times at his sole cost and expense and in a condition satisfactory to District's Manager/Engineer. Should the Owner neglect to promptly make repairs which impair the integrity and/or serviceability of District facilities, District may make repairs or have repairs made and Owner shall pay all costs and expenses. Also, should District have to remove said installation during the course of routine or emergency maintenance and/or opera- tion of its facilities, Owner shall bear all cost and expense for replacing said installation. 4. DAMAGE TO DISTRICT FACILITIES: Owner shall promptly re- pair, at his own cost and under District supervision, any damage caused to District's facilities due to work under this permit, to the satisfaction of District's Manager/Engineer. Should Owner ne- glect to promptly make repairs, District may make repairs or have repairs made and -Owner shall ,pay. all costs. 5. UNPAID CHARGES: -/In the event Owner fails to pay Dis- trict's cost for labor, materials and supplies, after being billed by District, that are incurred under Provisions 3 and 4 of this permit, District may add the unpaid charges for services rendered to the annual assessment levied upon the land owned by Owner,'or to the monthly Sewer Service Charge., 6. LIABILITY: Owner shall assume entire responsibility for all activities and uses under this permit and shall save District free and harmless from any and all expense, cost, or liability in connection with, or resulting from the exercise of this permit including, but not limited to, property damage, personal injury, wrongful death, cleaning operations of District sewer facilities and overflow of sewage from District facilities: 7. COVENANTS: The covenants, provisions, terms and condi- tions contained in this Permit shall bind and burden the successors and assigns of Owner as well as binding and benefiting the succes- sors and assigns of District. 8. ISSUANCE: This permit is issued under District Board Policy No. 6210.10, "Encroachment on Easements," and is subject to the rules and regulations stated within. THE UNDERSIGNED BEING THE LEGAL OWNERS OF THE SUBJECT PROPERTY OF THIS PERMIT HAVE READ ALL PROVISIONS GOVERNING THIS ENCROACHMENT PERMIT AND BY SIGNING AGREE TO COMPLY WITH ALL PROVISIONS INCLUDED WITHIN. Dated: May 28, 1987 Owner(s) Leslie E. Avery Janet L. Aver NORTH BURBANK PUBLIC UTILITY DISTRICT ENCROACHMENT PERMIT AUTHORIZATION: by, Carol A. Hill, Secretary/Clerk State of California § County of Butte § ss. On this 28th day of May, in the year signed, a Notary Public for the State appeared Leslie E. Avery and Janet L. basis of satisfactory evidence to be subscribed to the within instrument, executed it. oM::tALAL.]MICHAENOTARY PUOamMy OMM Er State of California § County of Butte § ss. 1987, before me:the un8er- of California,'personally, Avery, proved to",me on the the persons whose names are and acknowledged that they On this_28th day of May, in the year 1987, before me the under- signed, a Notary Public for the State of California, personally appeared Carol A.' Hill, personally known to me to be the person who executed this instrument as Secretary/Clerk of North Burbank Public Utility District and acknowledged to me that the District executed it. F0MCUL sEAL .bICHAEL C. GLAZE TARYPUOIIC MIFORNIA OUR[ OOUNTY cam. EtpUM April 2. 1001 Al _z Sim OM6►d f r(ZA��L t-i-o�2 L' I b' A r s r v U d'Dv\ Z +-&C) -7q.L ( Q' CIVIL ��@ CAL%* eR Esc -z goo �5 ��� ►Z ���� G L °K lj� � 4" COL, pas i� b oft.. l 'Cort S . 1 U)j f Lc SPAN .': 4r I �� 1 -01' L ► i ZZ56U sg.3�� �s3•c m rA 0 SS00A 9` 1e e �o P 78 CIVIL OF C 401 1074- . lIZ66 : PITt� — ou ���� bit— tj fQW7 W, CA 6 a TIT I 1074- . lIZ66 : PITt� — ou ���� bit— tj fQW7 W, CA 6 a t 0�,tc cn, im I, OA - UJi v I C'- 61 r� i 1 1 1�' a"""► s ' 1 �', P � h Ar Sr 5-1160`507 Z�7610 1 b �sl'a I y \ I �4 V , ca b sioeO y q 0.1 8 �q 41�, Ar 10 Total .Bldg) ® North A `r ;, .. East FORM _ West RESIDENTIAL ENERGY PLAN CrEQVINSPECTION SUMMARY _ Skylights {,w Owner l,..%' S1,1 E. AVff 21/ Climate Zone � f Permit No. /'Op % Floor Area 12 Compliance path: Package ❑ A ❑ B ❑ C ® Point System ❑ Budget ® Other /4&46 3 MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: a Roof/Ceiling izab ® Wall ❑ Slab Floor Perimeter Raised Floor ( ) INFILTRATION: / ❑ _ A vapor barrier is required in �lrimate zones, 1, 14 & 16. \(A) B) All manufactured windows and sll'iding.glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. N (0, All swinging doors and win ows leading to unconditioned areas ,shall be fully weatherst ipped. Tight - the above standard g features plus: ❑ le (D) Continuous infiltration barrier ❑ (E) Elec rical outlet plate gasket ❑ (F) Air -t -air heat exchanger (3) GLAZING: (A) Location Ar 10 Total .Bldg) ® North A ® East _ South _ West _ Skylights hadi_ (B) Sng azing %Floor Area Single Double Triple 21.s 7 _ e Shading Coefficient East South L West SkylightsQ (C) South Overhang of projection Description i auAL ;4 L AV N W• .v A t. of ' ft. Description 13/(D) Moveable insulation: Area ■0 7/83 (E) Thermal mass Type - Area MC= Location Type - Area MC= Location Type - Area MC= Location ft4 Description Ft.2 HC= R= Ft.Z HC= R= ti •\Ft. HC= R= Type - Area F MC= Location Type - Area Ft.Z HC= R= MC= Location Type - Area Ft. Z HC= R= MC= Location HC= R= 1 p`i &unf* 'J!u e OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: Leslie E. Aver ADDRESS: 3034 Olive Hwy CITY & STATE: urnvi lie, UA y79bb IMPORTANT: DATE OF CLAIM: .Tune 23. 1987 SEE INSTRUCTIONSON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner has decided not to do work. (Bldg Permit Appin. #1411-87B, #69-10- ,E,M, Building permit fees paid ----------------------- $809.50 -Retain Retain filing fees ----------------- ----- $10.00 energy plan checking fees -------- $15.00 Retain plan checking fees -------------- $261.50 Amount retained-------------------------------- $286.50 Refund due ----------------------------------------------- $523.00 Plumbing permit fees paid ------------------------ $62.00 Retain filing fees------------------------------- $10.00 Refund due--------------------------------=--------------- 52.00 Electrical permit fees paid---------------------- $96.10 Retain filing -fees ------------------------------- 10.00 Refunddue ------------------------------------------------ Mechanical permit fees paid ---------------------- $31.00 Retain filing fees-----------------------=------- 10.00 Refunddue ------------------------------------------------ Refund energy inspection fees paid------------------------ , TOTAL REFUND DUE ----------------------------------------- TOTAL $712. 0 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. y Dated this . ,�dsy of 19• et�Q�i� Calif. ...r... ............................ ...... ..... Signature of Claimeni I, the undersigned, hereby certify that, to the beat of my knowledge, the services or articles specified above have been performed or de- livered and that there is a Budget Appropriation 0 or Specific Board Approval D (Check one) for same. Dated this ......„•,23rd day of ....June l9 87 at Oroville Calif. ...................... ...................... . . e ertment Heed or Auth uty Dept. g=p, Code ............................................ Code PAYABLE FROM.......................................................................... 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. Wo(&W 1 /�F CL rC- tk p�p , U Uc //WY Oro v T C� ,�<w QPA dp p(D + w/rEtls�tl y�ra in, s 66 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS • �-- 7 County Center Drive - Oroville, California 9..965 - Telephone: 916/538-7541 APPLICATION AND PERMIT k7,7/7 -2 A SSE STY ARCEL N .BER -- �., ZONING �j=► BUILDING PERMIT owN ELEPHONk� p; T. OCC. BUILDING VALUATION OWNE AIT_ IN ADD SS 1 CONTRACTOR'S NAME TELEPHONE gy 3194 CONTRACTOR'S MAILING ADDRESS Fireplace .7–/f Q �'"—' CONSTRUCTION LENDER UNKNOWN Total Valuation $ 5 -� Filing Fee $ 10.00 LENDER'S MAILING ADDRESS _ Permit Fee $ 3 -- ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ SQ Energy Plan Checking Fee $ S — ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS ,Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 4 ! Solaro heat pump water heater 20.00 Q LOT NO. SUIB�DIVI NNNAME 1� `7N�v • PARCEL MAP &&_/0 Water piping 5.00 Each qas water heater or vent 5.00 tri USE OF STRUCTURE SFX 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 TYPE OF WORK New2i Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 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 g9 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 compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 0 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 DWELLING OCCUP., NEW CONST, DWELLING 71. OR ADDNS. (ACC, BLDGS. h¢sgft J (Dl/ NEW CONST R. UA C. C, 2.50 ea NO .RESID BRANCH CIRC ITS POWER APPARATUS .&) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20®50C eALO 90 Ex. Occup. OUTLETS IXED P(RESID )LNS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin g 15.00 Permit Fee $ r 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 Hood 3.00 Ventilation ---- perm Fe Fee –^ $' Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County 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 conseq ce of the granting of this permit.p X Date 7 �- p� Signature of Applicant– Owner ® Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures oQQve""r 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 13,Z t OCCUP. �� CONST.TYPE ' I I FLoO PARCE PD N 139U This ermit is hereby issued under sio f the Butte County.Code and/or wo k i icated above for which IR CT%1R1 OF PUBLIC BY PE MIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS p Date Receipt No. WHITE-D.P.W., YELLOW-ASSE390R, PINK -INSPECTOR. GOLDENROD -APPLICANT ...,.,C,--F.:1r.ayt:_.W .y ..s:�:: • TI., .'. . .�.,F,. `.: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION / 7 COUNTY CENTER DRIVE - OROVILLE, CA`E` F�OR�VVA,95965 - TELEPHONE: 916/534�5�1 t� PERMIT APPLICATION DATA SHEET-' # J� 9 (Q Permit No.— OWNER o. OWNER �� � A. P. No. /iL� �a _,1 Z� Proposed Building Use e�7 Building Inspector ._ e Date -3D Y/ 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. CUSD "Fee's Paid" Stamp on Floor Plan 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . , , , , , , 9. Letter of signature authorization. . . . . . . . . . . ` 10. Sanitation approval from Health Dept, 11.. Planning approval for (A) Use: (B) Parking: 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. Mobi lehome Installation Data. . . . . . . . . .• . r` Pre-Inspec. request to -� 17. Pre -Inspection for i� r Required, Building Inspector (Date) %18. Recorded copy of Agricultural -Acknowledgment Statement. Driveway, Permit. _ t' 30 F 20. Plot plan approval from city of 21. Ls 41 ._ 22. (. Cid , // ��n // When you issue the permit, process as fol lows: / // Mai I to ow z r, rA,Mai I to contractor. Telephone S3�F- 3�/� and hold for pickup,at�o frice, //x Deliver w/inspector. Other �' ! / r � � Applicant -4 4`'r''���t.'✓ �U' r� 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: Contractor, designer, owner, was advised'ot above required data by_phone---nall—counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Date 014 Sets of plans on hold in File cabinet AP folder - Flours: 10:00 a.m. - 3:00 p.m. Copy—DPW TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance L &s e- i cy /��� y owner Driveway permit 6-23,� JAC/e 17414e /2e, GI 14 - Z -- location 0/9-30-z/ AP 4� has been issued for the above property. ;S 4 - 30-9 — !" e � � � n � �'- signature date S ?�f� d L avG f���c.a • �� w� cc. 0 3 cors S Q dov ,L Qac drop. P)ie..'oK- s %t.DDk VSs 7� �bai� S iA AOL t that-9ot'1 111••1-000'1 646 -ooh "601-0601 1 $6901-00001 , iK-001 661-001 M/1wI s •caw t»•iO4 aJ aslq tot k$I vs -ft aetet wave •It -t 014tol •apo as$ r— •solo sar awl$ t sassan••t >•t st•se•41 a+•ei0ie7 • Li•oatal•ot t si1••a•1p 9• 1•.•aMs :0911 t 0w et" some, i426I6s K •tt I Ilia same••+ sit" a•) 918104 1 •a•sN+T laeM —1 es•geteet siass•ts Pett sma stte••s *nq ori• •twiiji jaa/•el 10ma •t It ngf.l s/ •.••tt tie •s• 131" IA faelt Pal Ili Pit" .9 •t 849012 0,0611/ 1111.9 2 .1 �a 1.32 !2919 •s•.s••p .tt •1 1 slot Dow",11101 .1119 t• •t .. 1•)r toots as""" At '•1 l9 I t1•Itbirl•ia.;Ol•i t'Ot • t til 1 t tl•Ifl•Itt•lol•la 1 tool - rr:. I, (ft•Iti.lol•11• Ice 1 t•6 • L•a 1 I tl•lot•It• IN I>• 1 t•6 • tot 1 1 O1•It• W Ito I[• 1 1•2 1 I• I"A". It. 10 1 919 • I•t I s at'1 hone" I iiy 2e� Iw/liaetN)e91 t 1 111tA ss••vy 91I4 911-6 616.1. a{ a•I •e9s•p lt• 91/ 1 1 1 1 1 � i _ /N•► • • j 1 1�•Meat i. •9.104 1 t 1 •ael•I eeawMai i•aasq wiaesalq+t 066-6 e1Ni • I 096'1 rot • 9.66 1 � 1 tt• 1 tail -toll t 1 I Nt•t 6.61 • $•01 ( I 1 lte 1 toot - tool• 1 1 tt• I 1.01 • tot I s1 its+ j i•i !•i � h K at tt K K tot • 9•e 1 Nt't tot it K K 2t K K K 1it't :; ►s so to .K ti tI It K - K .N►'l at 1 ►t to it It It K it Wt•l U to n 91 98 It K It K •Kot ' K K• a it 9t tt it it It wt•1 tl t1 $a K to •1 $I K K •04.1 tl It It K tt 2t 'N so of /•o t1 $1 91' 21 I/ to It K 98 Kt ': t1 •1 At 21 It 9t " st 9t -KH 1 at t at 9t to It to k it IN i N t Q it 01 It t1 Il 11 tK 1 .01-11 9 *to it to N► IL I I 'fl It t it of 21 1st 1 6 9 •. t 1 N n It tat [ 1 9 1 1 9 • It •t ts9 • i t 9 t ► t t • 9 not t o t t t t t t t' 716 t• t t i t t t i. .01 r •l1 •M • � t•r • �• t r• «I.1 •soot rllr N clog I t1•Itbirl•ia.;Ol•i t'Ot • t til 1 t tl•Ifl•Itt•lol•la 1 tool - rr:. 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It. 10 1 919 • I•t I s at'1 hone" I iiy 2e� Iw/liaetN)e91 t 1 111tA ss••vy 91I4 911-6 616.1. a{ a•I •e9s•p lt• 91/ 1 1 1 1 1 I. i as'a.t eit•eq a1� foo 1 • j 1 1�•Meat i. •9.104 1 t 1 •ael•I eeawMai i•aasq wiaesalq+t 066-6 e1Ni I t[• 1 rot • 9.66 1 � 1 tt• 1 tail -toll t 1 I 1=• 1 6.61 • $•01 ( I 1 lte 1 toot - tool• 1 1 tt• I 1.01 • tot I s1 its+ j i•i !•i � - 1 1 N I tot • 9•e 1 tot tl?3) �pro 1 r • 1 l• 011•$•1 ••y soot 'tt-t •toe. � 1 •� t• j it•la 1 • I. 1 9t • t1 s •hri•en•: j 1 j •a•T04 t la••iatlos [ 1 . 1 l ' •set•/ •;iie� ••$solo Ia/•1 9•wg1A •a••aw1 top •LI -t etl►3 a{ a•I •e9s•p lt• 91/ 1 1 1 1 1 1 as'a.t eit•eq a1� foo 1 • j 1 1�•Meat i. •9.104 1 I 9•a•ae•1 lets•0� I •ael•I eeawMai i•aasq wiaesalq+t 066-6 e1Ni Lumber.to be as specified on truss design Level Soffit Detail For Slopes 2.5/12 & Great Trusses shall be fastened to bearing walls with framing anchor or equivalent. In areas subject to hurricane winds, trusses shall be fastened with 1/8"xl" steel strap anchor. embedded in tie beam and bent over Top Chord (Bottom Chord on cantilevered trusses) and secured with 3-16d nails. Other equiv- alent methods may be used. Soffit members over 36" long shall be fastened to a 2x4 treated ledger with framing anchor; ledger to be bolted to wall every 48" (every 24" for overhang greater than 48"). 12" 24" 36" 1x3 Vertical with lx3's 1x6 or wedge with 1x6 r Ti 1x3 wedge 12" max. 48" 1x3 Shim Solid- ( Typ • ) 1x3 .2x4 Sub -Fascia *Block optional 2.5x4 Over 36" to 48" 1/4" clea shim soli (typical) 72" 2x4 *Block optional 1x3r . 2x4 Sub -Fascia i 2.5x4 'shim solid (typ. ) x or.__ x 1x3 Over 48" to 72" *Required With 2x3 Level Return 2x4 1x3 8 4 r 2x max. him olid Over 24" to 36 Cantilever With Overhang & Level Soffit See Cant. Truss Design antilever Overhang Length 3x4 1x3's\ \ I ; 0 0:0 0: o 0 0 0 c' � o o \ c " CM M -PINE 8CINEEREO PROOUCTS,INC. 0 0 �STRNDRRD' o o P.O. Box 2225 0 0 C=o o POMPRNO BERCH,FLORIOR 33081 °o � A L P I E OVERHANG. DETAIL 305-781-3333 0�J.R.R0 o To DRWG. #A104 FURNI f�f t f A■ f f Lumber.to be as specified on truss design Level Soffit Detail For Slopes 2.5/12 & Great Trusses shall be fastened to bearing walls with framing anchor or equivalent. In areas subject to hurricane winds, trusses shall be fastened with 1/8"xl" steel strap anchor. embedded in tie beam and bent over Top Chord (Bottom Chord on cantilevered trusses) and secured with 3-16d nails. Other equiv- alent methods may be used. Soffit members over 36" long shall be fastened to a 2x4 treated ledger with framing anchor; ledger to be bolted to wall every 48" (every 24" for overhang greater than 48"). 12" 24" 36" 1x3 Vertical with lx3's 1x6 or wedge with 1x6 r Ti 1x3 wedge 12" max. 48" 1x3 Shim Solid- ( Typ • ) 1x3 .2x4 Sub -Fascia *Block optional 2.5x4 Over 36" to 48" 1/4" clea shim soli (typical) 72" 2x4 *Block optional 1x3r . 2x4 Sub -Fascia i 2.5x4 'shim solid (typ. ) x or.__ x 1x3 Over 48" to 72" *Required With 2x3 Level Return 2x4 1x3 8 4 r 2x max. him olid Over 24" to 36 Cantilever With Overhang & Level Soffit See Cant. Truss Design antilever Overhang Length 3x4 1x3's\ \ I ; 0 0:0 0: o 0 0 0 c' � o o \ c " CM M -PINE 8CINEEREO PROOUCTS,INC. 0 0 �STRNDRRD' o o P.O. Box 2225 0 0 C=o o POMPRNO BERCH,FLORIOR 33081 °o � A L P I E OVERHANG. DETAIL 305-781-3333 0�J.R.R0 o To DRWG. #A104 FURNI 1 240/1 DESIGN OF RARE OVERHANGS PITCHES -3/12 -OR LESS FIR - LARCH 2 X 4 MAX. LENGTH OF OVERHANG WARMING: mususmolAAt LIITAtLd 2 X 6 REPINE ENGINEEREDPROOU St NC. MAX. LENGTH OF OVERHANG GRADE 2 PSF SOFFIT 10 PSF SOFFIT LOADING . ttt SPE JAL rEANANENT BRACING AtOU IAB• for GRADE 2 PSF SOFFIT 10 PSF SOFFIT 2400f -2.0E 4 - 4 - 11 3 - 11 - 4 GRADE A. APPLY CONNECTORS TO OWN FACES AT LACK JOINT Bonw CHwo WITH woo CHINO OA 2400f -2.0E 8 - 1 - 6 6 - 6 - 12 2250f -1.9E 4 - 2 - 3 3 - 9 - 3 TCLL 20.0 psf 2250f -1.9E 7 - 11 - 12 6 - 5 - 7 2108f -1.8E 3 -'10 - 14 3 - 6 - 6 TCDL 7.0 psf 2100f -1.8E 7 - 10 - 0 6 - 4 - 1 1950f -1.7E 3 - 8 - 5 3 - 4 - 3 SOFFIT VARIES 1950f -1.7E 7 - 8 - 4 6 - 2 - 10 1800f -1.6E 3 - 4 - 13 3 - 1 - 4 DUR. FAC. 1.25 1800f -1.6E 7 - 3 - 8 6 - 1 - 2 1650f -1.5E 3 - 2 - 2 2 -.10 - 15 CODE UBC 1650f -1.5E 6 - 10 - 5 - 5 - 11 - 8 1450f -1.3E 2 - 9 - 10 2 - 7 - 1 SPACING 2411 O.C. 1450f -1.3E 6 - 1 - 6 5 - 4 - 4 SS 194 3 - 10 - 14 3 .- 6 - 6 SS 19% 7 - 3 - 8 6 - 3 - 11 x1 MC -15 3 - 7 - 7 3 - 3 - 7 41 MC -15 6 - 8 - 9 5 - 10 - 1 Irl 19% 3 - 4 - 13 3 - 1 - 4 *1 19% 6 - 5 - 0 5 - 7 - 3 #2 MC -15 3 - 0 - 6 2 - 9 - 6 42 MC -15 5 - 9 - 11 5 - 1 - 4 *2 194 2 - 9 - 10 2 - 7 - 1 02 19% 5 - 5 - 15 4 - 10 - 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WARMING: mususmolAAt LIITAtLd REPINE ENGINEEREDPROOU St NC. o " " o e e o u L".3o 0 0 0 o IMPORTANT: ALPINE ",NLLAEo FAoouctt B+c FRou'Nass CAM HANOLNO. EAEC104 ANO bMCINO. P.O. BOX 2225 o o 0 0 0 o d o o /� O o n o o C o MIMA NOV Bt AEIPONIIBIE roA ANY oEvulm tnpFluTlow oA ANYoEvuTloN FROM iH1S OESION oa ANY /tE -ewT•lf tt�Acua w000 tnusut: CouuENTAAY AND AEC000INOATIONS 'tn T►rt DESIGN FOR AOOITIONK ' RAKE POMPRNO BERCFI FLOR I0R 33061 c / �o o =8TW�iRO: = FAILURE t0 SMO THE TRUSS w GONFOR16MNCt VAT" THE ouAalTr COMROI uANWI' Bt Th. ALwiE CONNICTOAS ARE . ttt SPE JAL rEANANENT BRACING AtOU IAB• for 1 305-781-3333 uANLrtACTUREO Fnou TB GAUGE GALVANIZED STEEL It+LW uENTI. UNLESS oT►ILRNr►S[ t►+owN CHORD WALL BL LATEMLLV SAACtO WITH OTNEAWIbt 010iMI UCCTMIO TILOUTAEAALM$ OF AETU AIQ PROPERLY ATTACHED PLYMOOO IIIEATMN06 ALP I �E� GRADE A. APPLY CONNECTORS TO OWN FACES AT LACK JOINT Bonw CHwo WITH woo CHINO OA o ANO lL1SOTHEAtwISE S ,. 4XSXJN ITA�►IWMI�f �O� USE OaaAT DU*N VA H FRE 4EG'�NNT OVERHANGS COPYR 1 GIIT 1983 0 1, TAEATtO LWBGL o �^��� o WITH APPLICABLE PFAM&IONS OF 'NO6AL AN 0 •TPFTB. . roa cp — — 0 0 0 0 0 0 0 0 0 0 103 12/21/83 •TPI. TRUSS PLATE INSTITUTE; NOS- NATIONAL S(SIGNSPECIFICATION FOR W000 CONSTRUCTION. I. 4X8 S4 � .8" 4x8} 5b"� 8• .... 4X6 52' f'" 4X6 151' 0-1 RBOUT� I 6X85!' 8^ 5X6 46' 5X5 42' la ' 5X6 54' 8" 5X4 45' 4" 1.5X4 54' 8" ---------- WEB NOTES WEBSt 2X4 03 HEM -FIR, FIR -LARCH, OR 80. PINE. ++ • BLOCK REQUIRED WHEN PLATE PROJECTS MORE THAN ONE INCH LOCATE TOP CHORD OFF -PANEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. DASHES SHOW DIRECTION OF ELONGATED Iii PLATES ON TYPICAL CONTINUOUS JOINTS 4.00 %X8 154. 8"' 5X8 154' 8" 4X6 52' g" 5X: 52' S' 3X7 5X8 54' 8" 5X6 52' S'" 43' 5" 51' 4X4 54' 8" MC -15 1461 2.5X4 46' 0" .� 5X6 54' 8" 5X4 45' 4" 1.5X4 54' 8" ---------- WEB NOTES WEBSt 2X4 03 HEM -FIR, FIR -LARCH, OR 80. PINE. ++ • BLOCK REQUIRED WHEN PLATE PROJECTS MORE THAN ONE INCH LOCATE TOP CHORD OFF -PANEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. DASHES SHOW DIRECTION OF ELONGATED Iii PLATES ON TYPICAL CONTINUOUS JOINTS 4.00 %X8 154. 8"' 5X8 154' 8" 4X6 52' g" 5X: 52' S' 3X7 54' 8" 3X6 48' 54 J2' LU4 49' 43' 5" 51' 2X7 38' 1" MC -15 1461 ix 47' S4' 8" 5X8 52' - 142' .� g 5X7 44' g - 5X6 54' 8" 5X4 45' 4" 1.5X4 54' 8" ---------- WEB NOTES WEBSt 2X4 03 HEM -FIR, FIR -LARCH, OR 80. PINE. ++ • BLOCK REQUIRED WHEN PLATE PROJECTS MORE THAN ONE INCH LOCATE TOP CHORD OFF -PANEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. DASHES SHOW DIRECTION OF ELONGATED Iii PLATES ON TYPICAL CONTINUOUS JOINTS 4.00 %X8 154. 8"' 5X8 154' 8" 4X6 52' g" 5X: 52' S' 3X7 54' 8" 3X6 48' 9" 2X8, 43' 5" 51' 2X7 38' 1" 6 E0. TC PANELS 5 EO. BC PANELS MEASURED FROM INSIDE SCARFS MIN BRG SPAN 3.50" 54' 8" 0 o c=3 cz_-A _ rte_ �'�v „��' ��.t rc!�ai• f'taWei�iMy S t ,a0lt RLPINE'ENGINEERED PRODUCTS,INC. P.O. 80X 2225 POMPRNO ®ERCHMFLORIDR 33061 305-781-3333 DESIGN CRITERIA UBC TC LIVE LOAD - 16.0 PSF TC DEAD LOAD - 7.0 PSP *+ BC DEAD LOAD - •5.0 PSF TOTAL- a 2-0.$ PSP DUR. FACTOR 1.25 SPACING 24.0" OC FIR OVERALL SPANS LARCH 2X4 TC 2 j 240PP-2.112 54' S' ` 54' 8" 225OF-1.9E 53, 5" 5E' 8" 210OF-1.89 52' 1" 54' 8" 195OP-1.7E 50' 8" 54' 8" S 1800F -1.6E 49' 3" 53' 5" R 165HP-1.5E 47' 9" 50' 1" 1450? -1.3E 44' 11" 44' 1:'. k1 MC -15 49' 9" 54' 4" *1 48' 4" 1 51' 7" I 4#2 MC -15 1461 8" 47' 9" S #2 44' 9" 45' 8" LOADIpJG *+ • BOTTOM CHORD . SPACING CHECKED FOR 2U O/1 25 24 O f f , . ' 54'-8" MRX PLATE TYPE --ALPINE -- LIVE LOAD '7"FNEFtRL NOTES UNP NE CSS E SPECIFICATIONS FOR LU RNR RHO H£ WARNING TRUSSES REOUIRE EXTRE11E CFi4E IN HANDLING, fRL'SSES BIIILT IN CONFORMANCE' ERECTION AND BRACING. SEE "BUT -7S' �E7E S)AILL BE NO WFVFRRNTESWIOF THISLDES1CNNTROLPpRM9 OR SB LIED. STPO. 1 SEE I ISUDESIGN CFOR MROOTTIMONiRESPECIAL �BFUON iNINC PF* CUNNECTORS ARE MRNLFRCTURED FROM.- 20 GAUGE•GAI.VANIZEO STEEL REDUIREIIENTS. UNLESS OTHERWISE SHDVN, TOP CHORD SHALL L41, -[SS OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTM R998 GRADE A. BE LATERALLY BRACED WITH PROPERLY RTTRCHED PLYWOOD irPLY CMNECIORS TO BOTH FACES AT EACH JOINT FIND LOCATE AS SHOWN. 6HERTHING, BOTTOM CHORD UITH RIGID CEILING DR BRRCIRC Dt.'AF.;NG YfOTFS ARE 4' NDMIMGi UNLESS OTHERWISE SHOWN. DESIGN AT MAXIMUM OF 10 FEET 0. C. (m NOT USE THIS DESIGN STR1DS CONFL�7A riTH APPLICABLE PROVISIrM OF ::�5-77 RNO •TPI -7B WITH FIRE RETARORNT TREATED LUMBER. 2 0 --TP! - TRUSS PLATE tusrtn,Tr me _ --- ----- 2X4/2X4 PITCH 65WTS ww 4.0/12 C9., p PANS TO 54 6f f f OpV2 TGN4 1a7a - I e""aA A FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A -M6 -COMM- 28/1.25-16+ 7+ 5- 24 Y 3X6 136: 7"3X5 34 $> 33X4 3.0' B" FR80UTt 5X5 36' 7" 5X4 34' ,0" 5X5 1 36' 7" 5X4 34' 0" 4X4 30' 0" 1.5X4 136' 7" 1.5X3 34' B" 1X3 30' 8" xp• 03= g s- - .r. 2,.5X4 36' 7" Ell 5X636' 7" 5X4 3;0' ;0" '3X4 130' )3" I _ _� .:mac •w r �. z"�. � :. WEB NOTES WEBSt 2X4 #3 HEM -_FIR, PIR -LARCH, OR SO. PINE. ---------- LOCATE-TOP CHORD OFF -PANEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. DASHES SHOW DIRECTION OF ELONGATED Mau HOLES IN PLATES ON TYPICAL CONTINUOUS JOINTS 4. 00 4 EO. ITC PANELS 3 EO. BC PANELS MEASURED FROM INSIDE SCARFS T•X6 36' 7" I - 245 31' 9"- MIN BRG SPAN [3:56" sot `; ." S .+ RLPINE ENGINEERED PROOUCTS,INC. P.O. BOX 2225 POMPRNO BERCH,FLORIOR 33061 305-781-3333 DESIGN CRITERIA UBC TC LIVE LOAD a 16.0 PSF TC DEAD LOAD - 7.0 PSP *+ BC DEAD LOAD " 5.9 PSP TOTAL = 28.6 PSF DUR. FACTOR 1.25 SPACING 24.6" OC FIR OVERALL SPANS LARCH .-2X'4 TC 2X3 240ff?-2.P'Z 36' 7: ' 36' 7" 2250P -.'.9E 36' 7"I 36 ' 7" M 21.0OF-1.SE 36' 7" ! 36' 7" 1956F -1.7E 36' 7"! 36' 7" S R 1800P -1.6E 36' 7" 36' 4" 165#F -1.5E 36' 7" 34' 5" 145BF-1.3E 35' 6" 31' #1 MC -15 . 36' 7" 36' 7" V #1 36' 7" 35' 5" I i2 MC -15 36' 7" 33' 2" S #2. . . 36' B" 31' 1B" LOADING SPRC�I•NG *+ BOT1•uM CHORD r�C v� CHECKED FOR ,2B • 0/1.■ 25. 3,24 O >,,.-.•. �.......<,�,=�nY ,..�sr �°awersw�1B PSP �r.'Pf�:'�"�o•<e<' �.-_.rr »-a++r.'<6•+.4».►.�s�X^4<•�� ,• • �<z:;< 7" MRX LIVE -LOAD FLUE TYPE--RLPINE 2X4/2X4 4 SVTs FI PITCH q.0/12 UNLESS THESE SPECIFICATIONS FOR LUMBER AND ENERRL NOTES ALPINE CONNECTORS FIRE FOLLOWED FWD THE TRUSSES REDUIRE EXTREME CARE IN HANDLING, iiRRNING ERECTION AND BRACING. SEE -OWT-76- TT,RUSSES BUILT IN CONFORMANCE WITH -DUALITY CONTROL MANUAL` BY •TPI, ITNERE SHALL BE NO L+ARRRNTIES OF THIS DESIGN, EXPRESS OR IMPLIED. [RLPINE CONNECTORS ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL t MLESS OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM 5446 GRADE R. OWPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS SFDWN. EE'RRING WIDTHS ARE 4- NOMINAL UNLESS OTHERWISE SHOWN. DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF ■NDS -77 AND •7PI-78 (BRACING WOOD TUSSES: COMMENTARY AND RECOMMENDATIONS - •TPI). SEE THIS DESIGN FOR ADDITIONAL SPECIAL BARGING REQUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CHORD SHALL�. BE LRTERRLLY BRACED WITH PROPERLY RTIR04ED PLYW000 6HERTHING, BOTTOM CHORD WITH RIGID CEILING OR BRPLING AT MAXIMUM OF 10 FEET 0. C. 00 -NUT USE THIS DESIGN WITH FIRE RETARDANT TREATED LUMBER. ,.,.•'"""�.,. ..... ..... 9rgi � jUN 1 1 1986 SPANS T O 3 6 7 ' ���� COPYRIGHT '1979 ' 4000443 •--TPI - TRUSS PLATE INSTITUTE, NAS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSIRUC71ON 3/28/79 DRAW# FURNISH 'A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A-M6-COMM='28/1.25-16+ 7+ 5- 24' a ..__ 1 M. (112)0 J _JOB,:• -1!0149 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS FABRICATOR. TOP CHORD 2X4 FIR -LARCH #1 j8OT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH STANDARD, EXCEPT AS SHOWN :W1 -2X4 FIR -LARCH #1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP. TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE' DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." - Bottom chord checked for 10 PSF live load. * 2X4 temporary brace. Attach w/1X4 plates on one face only to avoid damage to truss during shipment and erection. Brace may be removed after truss erection. TC X -LOC L -R: 0.29 4.35 9.83 15.17 20.50 23.61 28.92 34.32 4.0.71 BC X -LOC L -R: 0.29 4.49 15.17 23.99 29.00 34.32 40.71 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. Note: Special handling care should be taken during shipping and erection of trusses. See "warning" Ilote below:, • s sly; 1 .5X4 1 .5X4 3X9 5X4 1.5X3 5X6 V} . of 4X6 = 2.00 3X8 3X6 12 5X8 2X4 6X1 2" R-1253# W- 3.50" R-1253# W- 3.50" 20-6-0 1 20-6-0 " 1 12-0-9 --_ 36 O.H. 4-6-0 19-5-B 5 0-0 FF 36 O.H. '11-0-0 _j 9 OVER 2 SUPPORTS PLATE TYPE --ALPINE SEQN-- 90321 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR T.F REV 13.D.6 KkE - '� O FLPINE ENGINEERED PRODUCTS, W. * * I M P ORTRNT * # FOR RNY TRU--ES REWIRE EXTREME CARE u RRN I N G IN HANDLING' ERECTION AND /—SS,• DESIGN CRIT '' REF R427--5276 TC LL 16. 0 PSF DATE 0 3/>;7O SHRLL NOT BE RESPONSIBLE -BWT-76-,fBRRCING WODO TRUSSES: , R OAT. DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE BRRCING.SEE CONMENTRRY AND RECOMMENORTIONS-•TPI). SEEPITH j 10.0 PSF .4 DRVG CRUSR427 B7i12Dl0ARE TN£ 'QUALITY CONQROL M'ANUAL' BY TP1. ALPINE•COHNECTORS iH7S DESIGN FGR FOD[TIGNfiI SPOCIAL PERM -DL MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REQUIREMENTS. UNLESS OTHERWISEC 47 BC DL -f' '`5.O PSF -0RPPLT CR -ENG CONEp OTHERWISE SHOWN, MEETING REWIREMEMS OF ASTM A446 GRACE R. CONNECTORS TO BOTH FACES FIT EACH JOINT RNI LOCATE AS SHOWN, TDP CHORD SHALL BE LATERALLY BRKEO WITH PROPERLY ATTACHED 'PLYWOOD ,HERIHING, TOT•LD•. 31.0 P3F 0/R LEN. 41--0-O SHDWN. BEARING WIDTHS RPE V" NOM]NFL UNLESS DTHEFN [SE SFDIFN_ DESIGN STANDARDS CONFORM WITH FPPLICRSLE PROVISIONS OF BOTTOM LHORO Y[TH RICID CEILING TiR BRACING AS SPECIFIED Orl DESIGN. DONDi USE THIS ! %�.o �tVll` ��:• DUR.FRC. 1.25Pitch: 4/2/12 •Ni,S-a2 Aral •TPI -IR LR F01-60. CESILN Wild rIRE KiHHCiN- f-thIL& LUM&tit. of ca_uF�t' SPACING 24.0' TYPE SPEC-' .._TPT - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION O l= O l� O O Z? M Lumber.to be as specified on truss design Level Soffit Detail For Slopes 2.5/12 & Grea Trusses shall be fastened to bearing walls with framing anchor or equivalent. In areas subject to hurricane winds, trusses shall be fastened with 1/8"xl" steel strap anchor, embedded in tie beam and - bent over Top Chord (Bottom Chord on cantilevered trusses) and secured with 3-16d nails. Other equiv- alent methods may be used. Soffit members over 36" long shall be fastened to a 2x4 treated ledger with framing anchor; 'ledger to be bolted to wall every 48" (every 24" for overhang greater than 48"). 12" 24„ - 36„ 1x3 Vertical with lx3's 1x6 or wedge with 1x6 wedge 1x3 max. 2x4 Sub -Fascia ' 2x4 1/4" clearance 1x3 —' shim solid 2x4 or 2x4 8„ 4 r 2x (typical) 2x3 max. 13" to 24" shim olid Over 24" to 36' 72" *Block optional �F *Block optional 1 x 3 1`x:3 2 x 4 Sub -Fascia 2.5x4 , ' 2.5x4 #shim Shim kx3x4 or 2x3 ; isolid (typ.) Solid x or x (Typ ) 1x3 Over 48" to 72" Over 36" to- 48" *Required With 2x3 Level Return 0 0 00: 0 0 0 0 v CM o ono 0 0 0• 0 0:0 0 0 0 0 0 -STRNDRRD- o 0 o a o 00 0 oALP I Eo 0 0 0 0 =TRUSS o Cantilever With Overhang & Level Soffit See Cant. Truss Design antilever Overhang Length 3x4 , lx3's x or x 36" 1 72" Max. 124" I OVERHANG- DETRIL • I - IMax: RLPINE ENGINEEREO PROOUCTStINC. P.O. BOX 2225 POMIPRNO BERCH,FLORIOR 33081 305-781-3333 - DRWG. #A104 ' FURNISH A COPY OF THIS DESTan Tn VnrnmTn.. 1 2 40 / 1 DESIGN OF RAKE OVERHANGS PITCHES 3/12 OR LESS -- FIR - LARCH 2 X 4 MAX..LENGTH OF OVERHANG 2 X 6 MAX. LENGTH OF OVERHANG GRADE 2 PSF SOFFIT 10 PSF SOFFIT LOADING GRADE 2 PSF SOFFIT 10-PSF SOFFIT 2400f-2.ZE 4 - 4 - 11 3 - 11 - 4 REPINE ENGINEERED PRODUCTSr INC. 2400f-2 ..8E 8 - 1 - 6 6 - 6 - 12 225Ef-1.9E 4 - 2 - 3 3 - 9 - 3 TCLL 2.8.0 psf 2259f -1.9E 7 - 11 - 12 6 - 5 - 7 2198f -1.8E 3 - 1Z - 14 3 - 6 - 6 TCDL 7.0 psf 2188f -1.8E 7 - 10 - R 6 - 4 - 1 1959f -1.7E 3 - 8 - 5 3 - 4 - 3 SOFFIT VARIES 1958f -1.7E 7 - 8 - 4 6 - 2 - 10 1898f -1.6E 3 - 4 - 13 3 - 1 - 4 DUR. FAC. 1.25 1890f -1.6E 7 - 3 - 8 6 - 1 - 2 1650f=1.5E 3 - 2 - 2 2 - 10 - 15 CODE UBC 1650f -1.5E 6 - 1.8 - 5 5 - 11 - 8 145.8f -1.3E 2 - 9 - 10 2 - 7 7-1 SPACING 2411 o.c. 145.8f -1.3E 6 - 1 - 6 5 - 4 - 4 SS 19x 3 --18 - 14 3 - 6 - 6 SS 19% 7 - 3 - 8 6 - 3 - 11 #1" MC -15 3 - 7 - 7 3 - 3 - 7 #1 MC -15 6 - 8 - 9 5 - 10 - 1 #1 19% 3- 4 13 3- 1- 4 #1 19% 6- 5- 0 5- 7- 3 #2 MC -15 3 - 0 - 6 2 - 9 - 6 42 MC -15 S - 9 - 11 5 - 1 - 4 #2 19% 2 - 9 - 1.8 2 - 7 - 1 #2 19% 5 - 5 - 15 4 - 10 - 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1�VAR�i1N0• T, A REPINE ENGINEERED PRODUCTSr INC. IMPORTANT: ALrod KmoINEEAEo ►Aoa1GTL NN:. N AND NANaia, IC10mousAsAND SAgmatiaMIG. ANY oEvuTgN FROM T►rt1e P.D. BOX 2225 o �•, o e o 0 o d o o A O O o 2 wAu NOT � AESr'ONSIKI FOR cirri ImissiG. Stt •BwT•1S- pAACINO wood rau33Ek a SPECIFICATIONS 00 ANY DEVIATION FAOU INS 093164 WI ANY CoUmJNIAAY AND ReeowuNDAnoNS •.E FOA ADDITIONAL RAKE pOiPRNO BERCH FLOR IDR 33061 O o o / `o o 00 FAILURE To KX0 THE TWAS w COWORLW# MATH TNI TF111. $1E no$ MSIGN m JAL FEAUANENT BRACING AtOUTAE• r =BTHI�IRO� o IMMITT CONTROL WNLML- BT TPA. ALrwt CONWCTOAS AAI DENTS. UNLISSOTHINwIit SHOW TOr 305 -7B 1-3333 WWIiACTUAIO FROU 30 GAUOE GALVANIZED STEEL U?ILW VAIN CHOAD SHALL OTHtRw13t SHOift 119STw0 AEOUTALMINITS OF ASTM AW 031099 S1IEAnrN AT7 OLVV0t^AtLV 1114EA WPI�EE O M H A1000 OAADE A. Arny COW*CTOAS TO BOTH FACET AT EACH JOINT SOTIOLLY N wnou c►IDRo MnTH Aaw u9ra oA o O U LEISOTHEAS DO NOT �TANDAARDHS S �O»py Un INS TPE3wHH VAINaini 49iAADMI OVERHANGS. � COPYR1G11T 1983 ` 0 1 RUSA7 `� RRMSISiOVtt� Tw WITH MVUCMLE PROVISION& Or 'NO&U AND •TrFrB. TREATED EW89R. o 0 0 0 0 0 *TPI - TRUSS KATEINSTITUTI;NOS - NATIONAL DESIGNSPtCIFICA TION FOR WOOD CONSTRUCTION. 103 12/21/83 o to 0 0 0 0 0 4X8 54' 8" 4X6 52a 8" sym RBOUT� 6X8 146' 54' 8" 5X6 0 5X5 42' 8" i. 4X8.n 54 8" 4x6 ''' 152' B' 4X4 54' 8" 3X4 49' 2" 6X8 54' 8" 5X8 52' 0" 5X7 142' B" 4X8I54' 8"I I 5X8 4X6 52' 0. 4X6 ,500400 yI 5X6 54' 8" 5X4 145' 4" 1.5X4 154' 8" 4X4 54' 8" 146' 5X8 5X6_ 54' 8" 52.' 0" 6X8 8" 5X8 F54' F" 5X7 ' B" 4X4 SPANS T 0 5 4 6 COPYRIGHT 1979 2.5X4 4X4 54' 8" 3X4 49' 2" 6X8 54' 8" 5X8 52' 0" 5X7 142' B" 4X8I54' 8"I I 5X8 4X6 52' 0. 4X6 ,500400 yI 5X6 54' 8" 5X4 145' 4" 1.5X4 154' 8" -- WEB NOTES WEBSR 2X4 03 HEM -FIR, FIR -LARCH, OR 50. PINE. ++ BLOCK REQUIRED WHEN PLATE PROJECTS MORE THAN ONE INCH LOCATE TOP CHORD OFF -PANEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. DASHES SHOW DIRECTION OF ELONGATED HOLES IN PLATES ON TYPICAL CONTINUOUS JOINTS Q 4.00 3X7 4X4 54' 8" 146' 2.5X4 H" 48' 6X8 8" 5X8 F54' F" 5X7 ' B" -- WEB NOTES WEBSR 2X4 03 HEM -FIR, FIR -LARCH, OR 50. PINE. ++ BLOCK REQUIRED WHEN PLATE PROJECTS MORE THAN ONE INCH LOCATE TOP CHORD OFF -PANEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. DASHES SHOW DIRECTION OF ELONGATED HOLES IN PLATES ON TYPICAL CONTINUOUS JOINTS Q 4.00 3X7 54' 8" 3X6 48' 9" 2X8 43' 5" 2X7 3S' 1" 6 ECO. C PANELS 5 EO. BC PANELS MEASURED FROM INSIDE SCARFS MIN BRG . SPAN 3.50" 54' 8" O C7 O CL._.Ak. PRO FFJ� a� 9192 - .:.., r y: ��,\\fV `[ � V.[ uc!� •i S'Ji0"�LwLaAe+,.a ALPINE ENGINEERED PRODUCTSNINC. P.O. BOX 2225 POMPANO BERCHNFLORIDR 33061 305-781-3333 DESIGN CRITERIA UBC TC LIVE LOAD - 16'.$ PSP TC DEAD LOAD - 7:,8 PSF •+ BC DEAD LOAD 5.0 PSF TOTAL 28.0 PSF DUR. FACTOR 1.25 SPACING 24.8" OC FIR OVERALL SPANS LARCH 2X4 TC 2X4 BC 24BBF-2.,BE 54' 8" 54' 8 i 225HP-1.9E 53' 5" f 54' b" M 21;80F -1.8E 52' 1" 54' 8" 195OP-1.7E 50' 8" 54' 8" $ R 180BF-1.6E 49' 3" 53' 5" 165k? -1.5E 47' 9" 50' 1" i450F-!.3E (44' 11" 44' 11" 41 MC -15 49' 9" 54' 4" i #1 48' 4" 51' 7" I i2 MC -15 46' 8" 47' 9" $ v2• .. 44' 9" 45' 8" LOADING SPRCING 52' " "+ " BOTTOM CHORD 28 O/1 25 24 �w 52 8 CHECKED FOR L 54' 8" 'MAX_',.,.;�.��..�� ,_ �-.,..p.�,1.8 PSP�'�-.Q+�.ti a — LIVE LOAD PLATE TYPE --ALPINE .. 2X4/2X4 65VTS WW .,�« ��.•;� PITCH q.0/12' GENERAL NOTES UNLESS THESE SPECIFICATIONS FOR LUMBER AND ALPINE CONNECTORS FIRE FOLLOWED AND THE NRRNING TRUSSES REDUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. SEE 'BUT -7S" TRUSSES BUILT IN CONFORMANCE WITH 'DUALITY CONTROL MANUAL' BY sTPI, THERE SNi1LL BE NO WARRANTIES OF THIS OESICN,. EXPRESS OR [MPLIEO. ALPINE CONNECTORS FIRE MANUFACTURED FROM 20 GAUGE CRLVANI ZED STEEL UNLESS OTHERWISE SHOWN, MEETING REOUIREPENTS OF RSTM R946 GRADE R. APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS SHOWN. HERRING WIDTHS RAE _ 4'_ NOR INFL_UNLESS_OTHERWISE_6HOWN. DESIGN (BRACING WOOD TUSSES: COMMENTARY FIND RECOMMENDATIONS - •TPI). SEE THIS OE91CN FOR RODiTIONiiI SPECIAL BRACING REQUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CHORD SHRLL BE LATERALLY BRACED WITH PROPERLY RTTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITHnIGID CEILING OR BRACING AT Nfr7llIMUM_OF__10 —FEET 0. C. 00 NOT USE THIS DESIGN , ;.7 mum", t �. 'e�o SPANS T 0 5 4 6 COPYRIGHT 1979 4600447 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A-M6-COMN-'28/1.25-16+ 7+ 5- 24 =I f^ , STM .RBOUTt s -4%Nmma 60040 .-A lam 3X636' 7" E 1 .>�:.' ; . 3X5 34 • 8" 3X4 38' B" 5X5 36' 7" :5X4 34' 8" 4X4 38' 8" C50xP ma -law Ono UAW Edam tom 'Mm' -Cow �vwa ---------- WEB NOTES ---------- OR __ --ORPIR-LCH, r. WEBSt 2X4 i3 HEM -FIR, s" , <�eSO. PINE. 0 ` � e° a ` o "M,,�'Y�•<: ► 74v iz�`�%/ �=C ��I�/ '•EJy:.Ofi�lwyM_i .a' s LOCATE -TOP CHORD OFF -PANEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. DASHES SHOW DIRECTION OF ELONGATED HOLES IN PLATES ON TYPICAL CONTINUOUS JOINT 4 EO. TC PANELS 3 EO. DC PANELS MEASURED FROM 2.5X4 136' 7" INSIDE SCARFS 2X6 36' 7"_ �. 2X5 31' 8" � 'N MIN BRG S N RLPINE ENGINEERED PROOUCTS,INC. P.O. Box 2225 POMPRNO BERCH,FLORIOR 33061 305-701-3333 DESIGN CRITERIA UBC TC LIVE LOAD - 16.8 PSP TC DEAD LOAD a 7.8 PSF *+ BC DEAD LOAD - 5.8 PSF TOTAL - 28.8 PSP DUR. FACTOR 1.25 S SPACING 24.8" OC FIR OVERALL SPANS LARCH 2X4 TC 2X4 BC 2488F -2.8E . 36' 7" 36' 7" r.s 2258P -1.9E 36' 7'- 1.141 7" y 2188F -1.8E 36' 7" 36' 7" 1958F -1.7E 36' 7" 36' 7" S II1888F -1.6E 36' 7 36' 4" R 1658F -1.5E 36' 7" 34' 5" 1458F- .3E 1351 6" 1 31' 7" 5X5 36' 7" 5X4 34' F" 1.5X4 36' 7" 1.5X3 34' 8" 5X6 36' 7" 1X3 38' B" ma -law Ono UAW Edam tom 'Mm' -Cow �vwa ---------- WEB NOTES ---------- OR __ --ORPIR-LCH, r. WEBSt 2X4 i3 HEM -FIR, s" , <�eSO. PINE. 0 ` � e° a ` o "M,,�'Y�•<: ► 74v iz�`�%/ �=C ��I�/ '•EJy:.Ofi�lwyM_i .a' s LOCATE -TOP CHORD OFF -PANEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. DASHES SHOW DIRECTION OF ELONGATED HOLES IN PLATES ON TYPICAL CONTINUOUS JOINT 4 EO. TC PANELS 3 EO. DC PANELS MEASURED FROM 2.5X4 136' 7" INSIDE SCARFS 2X6 36' 7"_ �. 2X5 31' 8" � 'N MIN BRG S N RLPINE ENGINEERED PROOUCTS,INC. P.O. Box 2225 POMPRNO BERCH,FLORIOR 33061 305-701-3333 DESIGN CRITERIA UBC TC LIVE LOAD - 16.8 PSP TC DEAD LOAD a 7.8 PSF *+ BC DEAD LOAD - 5.8 PSF TOTAL - 28.8 PSP DUR. FACTOR 1.25 S SPACING 24.8" OC FIR OVERALL SPANS LARCH 2X4 TC 2X4 BC 2488F -2.8E . 36' 7" 36' 7" r.s 2258P -1.9E 36' 7'- 1.141 7" y 2188F -1.8E 36' 7" 36' 7" 1958F -1.7E 36' 7" 36' 7" S II1888F -1.6E 36' 7 36' 4" R 1658F -1.5E 36' 7" 34' 5" 1458F- .3E 1351 6" 1 31' 7" -m; ?M #1 MC -15 1 36, 7" " 1 " 35' S" 1 5X6 36' 7" 3.58" 36' 7" i2 MC -15 36' 7" 33' 2" S 5X4 38' 8" f2 36' 8" 31' 18" LOADING SPACING :3X6 36' 7" 3X5 34' 8" '+ BOTTOM CHORD 3X4 38' $" CHECKED FOR � ®/� 28.0/1.25 �� 3r� � O 24.0* 1,3' PSE LIVE LOAD`�+i,=,�`_�w:�.Fsz•a.�.wK+..-...c " . " PLRTE TYPE--RLPINE - 2X4/2X4 4 3VT S PI PITCH 4 0/12 UNLESS THESE SPECIFICATIONS FOR LUMBER RND GENERARE L NOTES ALPINE CONNECTORS FFOLLOWED AND THE TRUSSES REGUIRE EXTREME CARE IN HANDLING, WARNING ERECTION ONO BRACING. SEE 'EST -?S- -DUALITY . TRUSSES BUILT IN CONFORMANCE WITH CONTROL MANUAL- BY *TPI, (BRACING 9000 TUSSES: COMMENTARY AND RECOMMENDATIONS "4 THERE SHALL BE NO WARRANTIES OF THIS DESIGN, EXPRESS OR IMPLIED. •TPI). SEE THIS DESIGN FOR AODITIONFE SPECIAL BRACING A(f_PINE CONNECTORS FIRE MANUFRCTUREO FROM 20 GAUGE GALVANIZED STEEL REOUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CHORD SHALL SPANS T 0 3 6 7 MXILESS OTHERWISE SHOWN, MEETING REOUIREZENTS OF RSTM A446 MADE R. BE LATERALLY BRACED W17H PROPERLY ATTACHED PLYWOOD APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS SHOWN. SHEATHING, BOTTOM CHORD WITH RIGID CEILING OR BRACING COPYRIGHT 1979 4888443 BEARING WIDTHS ARE 4- NOMINAL UNLESS OTHERWISE SHOWN. DESIGN AT MNOT USE THIS DESIGN WXIMUM OF 10 FEET 0. C. 00 'Argy .s` gYRHAAROS CONFORM WITH APPLICABLE PROVISIONS OF OWS-77 AND SIPI-78 WITH FIE RETARDANT TRERTEO LUMBER. ` .. JUN 11 1986 •--TPI - TRUSS PLATE INSTITUTE, HAS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 3/28/79 f DRAW44 - FURNISH.A COPY OF THIS DESIGN TO ERECTION CONTRACTOR.. - A-M6-COMN-_28/1.25-16+ 7+ 5- 24 -m; ?M �SM (112) 010 JOB: 18149 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS FABRICATOR. ,TOP CHORD 2X4 FIR -LARCH #1 BOT CHORD 2X4 FIR LARCH #s1 WEBS 2X4 FIR -LARCH STANDARD, EXCEPT AS SHOWN :W1 -2X4 FIR -LARCH 01 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE' DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." i- Bottom chord checked for 10 PSF live load. —2X4 =t-emporary brace.: Attach' 1X4'P):ates on one. face only 'to avoid damage—to—truss—durng shipment and erection. Brace nay be removed after truss erection. Note: Special handling carp: should be taken during shipping and erection of trusses. See "warning" n6te beJ^-J- �..._ , 1.5X4 TC X -LOC L -R: ".29 4.35 9.83 15.17 20.50 23.81 28.92 34.32 4.8.71 BC X -LOC L -R: .0.29 4.49 15.17 23.99 29.00 34.32 40.71 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 7X6 5X6 �. 12 • � 1 7X10 4x6 3X8 _7� ��' 2.00 12 584ju 41 10" C.awh�i�2�� W1 3X9 5X8 2X4 6X10' 21' R-1253« W- 3.50' _- r .�i-"i.. :w.,r't4.•« .20-6-0 1 2076_0 ...- T ( 5-00-0--�i-12-0=8 36" O.H.i 4-6 D 15 -s -a OVER 2. SUPPORTS 'LATE TYPE--RLPINE SEAN-- 90321 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR R_P[SE ENG;NEEikE'. PRCOUCTS, INC. TP.US ES RELUIRE EX)REME CARE T Mr•�[3 r� WARN, f r R GrESSI; O � ' Q r -1 1'I I� ORTANT�� SI?ALI: NOT ;E RESPONSIBLE FOR ANY WRRNTNG N HFIKULING, E•�_CTIDR AND P >q '-� •-- CEVii:TION FROM THESE SPECIFICRTIONS DR FNY DEVIflTION FROM "RRC:SG.SEE-BYT-76-,[BRACING YCIYj TRUSSES - j C.^, a O • G. 1!THf3 DFST�—I+ OR ANY FAILURE TO BUILD THE.TRUSS IN CONFORMANCE COIIMENTRRV FP1r, u_r,-LYI.rENORTIONS--7'I). SEE -j"', ¢ q� G' gWITH THE --QUALITY CONTROL MFNURL' BY TRI. ALPINE CONNECTORS THIS DESIGN FOR FODITIONF.L SPECIAL PERMA-- i�'• �> �// G ARE MRNUFRCTLJRED FROM .0 GAUGE CALYRNIZE0 STEEL UNLESS NEWT GRACING REQUIREMENTS. -UNLESS OTHERWISE i+q ,J6 r 47 O LL IF AIYi� o OTHERY IS£ SHOWN, MEETING AEO_UI.gEaf_MS ,Yr TYa?' A446 GARDE R. SHOWN, TUP CHORD S!iRLL UE LFlTEF.4- B�iFf:EO //�• 7 Y — C� 1_ ATYi APPLY CONNECTORS TG'• BOTH FACES flT ERCH HINT RAI LOCATE RS 9:'. Y. ponocRLY ATTACHED=tYY000 ':NEAIHiNG, TRUSS c SHGYN. BERRING tiOTHS ARE 4- NOMINAL UNLESS OTHERWISE SHUN. BOTTOM CHORD WITH RIGID CEILING OR P,RRCING a , •� j DESIGN STANDARDS CONFOR:I WITH FFPLICF LE PROVISIONS OF RS SPECIF!ED DN DLSIltll 00 NDT USE -THIS a �TWit -N6S-K RND-TPi-/0 LR F-1-50. O£5164 Wil,/': j: IiEIFIHUH:aj inLiOw LU-n,,ui. ,__TPI - TRUSS PLATE INSTITUTE. NDS • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 5X4 Q. Do 3X6 R-!253# W- 3.0" I 3611 O:H. REV 13.0.6 C?LE - 0.:8•'5 OESIGN CRIT TC LL 16.0PATE 04,23/87 JRVG 'TC DL 10.0 P CRUSR427 87112010 BC OL + - 5.0 PR -ENG CWC .:.. MI .LD. aj�_O PSF 0/R LEN. 41 -C -O OUR. FRC. 1.25 Pitch: 4/2/12 SPACING 24:0' ITYPE SPEC -- GENERAL NOTES MEMBER FORCES FROM LEFT TO RIGHT - LD. COND. 1 LUMBER SPECIFICATIONS TOP CHORD BOT10M CHORD WEBS REACTIONS TOP CHORD: [I] 4X2 •2 OF -I. 1 - APPLY A 2X3 OR 2X4 CONTINUOUS AISBON TO THE ENDISI OF THE TRUSS T 1= 0 B 1= 1417 H 1= -127 N 7= ' 20 IVIR-1= 919 BOTTOM CHORD: [Il dX2 •2 DF -L AS SHOWN. T 2= -2352 B 2= 2769 W 2= -1611 H 8= -472 IVIR 2= 919 2• THIS DESIGN MRS BEEN PREPARED FROM COMPUTER INPUT DEVELOPED BY T 3= -2352 B 3= 2789 H 3= 1067 H 9= -253 (MIR I= 0 WEBS: 4X2 STANDARD OF -L THE COMPONENT S BEEN MANUFACTURER. T 4= -2769 B 4_ 2769 H 4= -2S3 W I0= 1067 STANDARD WEB LENGTH: 32 14/16 INCHES 3• SPLICE COMPONDESIGNENT T S= -2352 D S= 1417 W 5= -472 W I!= -1611 STANDARD WEB ANGLE: 27.1 DEGREES SCE 3260 T 6= -2352 W 6= 20 W 12= -127 RECOMMENDED CAMBER- i/i6 INCHES S-2: RN32105 T 7 0 ' S-3: 321556 LIVE LORD.... 40.0F.O.F. S-4: RN3210S ON FLAT DEAD LOAD.... 10.0 P•8F THE •F. USED PER SECTIOt] d.2.3.2 R1432105CEILING D•L•• 5.0 F..9•F 32105 ON SIDES OF THE NDS. . S -S: 321'5(3 ON FLAT — DEFLECTION CRITERION: L/360 r 2460 ON SIDES TOTAL 55.0 P.S.F. F n S-6: 32135G ON FLAT 1.00 DURATION FACTCR• RN3Z105 ON IDES S-7: 32Ei,'GrN FLAT 321 35(3 ON SIDES GR C " SPLICES 3-4. 5-5. 4-5. AND S-7 REQUIRE A 4X2XI4' NO. 2 BLOCK OF THE SAME SPEI.IES A5 THE CHORD MATERIAL HIGHER SPLICE NUMBER* MAT BE SUBSTITUTED FOR LONER SPLICE NUMBERS AT THE FHERILATOR'S OPTION. EXAMPLE: C -S MAY BE SUBSTITUTED FOR S-4. ' L� TOP CHORD MAY EE SPLICED IS-[ IF NOT OTHERWISE INDICRTE01 ANT- J1� WHERE EXCEPT IN CENTER THREE OR END PANELS UNLESS OTHERWISE 'I IY �. G3 04 5 0 NOTED. OOTTOM CHORD MAT BE SPLICED ONLY IN PANELS SHOWN. I` 4: FOR BASIC DESIGN VALUES REFER TO I.C.B.O. RESEARCH REPORT •1607. \` MAY 15 '87 &-'X% NAR 31 '88 OF 00 3. c'1 0 o p o 0 0 o M o U' C.1 I 00 I O v 1 00 I ' AGo Q 00 O f/) N (,1 In - - p O T 18.OG" 1.75 ' � f O to O O N O fp r m m C, m N V OD co d N m I N O O N 1 m N M 8 11'-0.0" OVERALL LENGTH t .75 1 PLATE CODE SPACING DATE iRUSWAL CONNECTOR PL A7E5 IiRE FOflItEO FROM 16. 18. AND 20 GR GE HOT -O IPPED GALVANIZED PRIME DUALITY STEEL• R-500 UBC• 24•�� 0•C. 5�15�87 AP PLi PLATES 70 00TH FACES DF THE TRUSS AT EACH JOINT AND POSITION 1/8- FROM THE OUTSIDE EDGES OF THE CHORDS. CENTERLINES OF PLATES SHALL COINr IDE. WITH TME JOINT CENTERLINES. UNLESS OTHFRWISE NOTED. ALL TA U66 JOIR T5 59 ALL 8E 'HT ANO ALL PLA 7E5 FULLY EMBEOC EN. THE TOP CHORD 15 AS 7D BE LAT -c RR LLf DRACED B'f THF FI.nnR rt r. nnF AHF. ATH ttI r,. 7UE 607 TOM CHORD IS RSG UMED 10 BE LRTERRLLT BR CEO IF R RIGID A CEILING MD T EIIIAI. DTTACHED CIAEC TL f. ]N D7HER CASES. THE B0700M CHORD 16 TO BE LPTERALLT BRACED Al 1 1 F L 0 R T R U S ° DES S I G N INTERVALS N77 O F.FF.OIDE 10•-O' O.C. 70 DBETW:1 RESIDUAL V18RRT57RN.O NNICH 16 LOM MON t1 TO ALL FRAMING T R U �� A ; SYS7EM6. AND TO FRUY LO FUR LORD VERB IIID BETWEEN TRUSSES. %6 STRO NGBRCK BR TOG RHN IS RECOMMENDED RT 10'-0" O.C. FOR ALL TERON PANS OVER ]2'-0" RI 15'-0' O.C• FOR ALL ROOF SPANS OYER 16'-0-. RLL BRACING 10 flE51ST LA 7ERAL FORCES IS TO BE'OESt-NED BT 0711E RS. FOR AOD ITIONPL 7NF0 RMA71ON CONCERNING RROCING RNO SIR DNDRA CK BITID -ING. REFER 10t DESIGN SPEC (FICA TIONS FOR METAL PLATE CONHECTEO PARALLEL SYSTEMS CHORD NORO Tfl1163ES. PCT -80•.81 TNF. TRU5fi PLA IE INSTITUTE. WIIERE CONFUSIUN MAT FX[ST CO IICCRII I NG 'ROPER FIELD EREC7 UPI. f.L ERflLT MARK IN TERIOH BEARING LOCATIONS. CRNIILEVEHS, AND THE CHUNUS OF THE TflU55 TO FILE- FTK-17-18-SS-1241 REFSPREVENT InFROPEfl I NS T ALLRTIIItI. 17 15 TIIE RESPONSIGILIIT OF OTHERS 10 ASCERTAIN THAT THE DESIGN L0 A05 A-93896 TR!ISNRL 9Y9TCM9 C8•:FOegTION A SIONOOE COMPANY UTILIZED UN H1G DAR WING MEET OR EXCEED THE RCT URL DEAD LC A05 IMPOSED BY THE ST RUCI URE RNU THE LIVE LORDS TMPRSED P< THE LOCAL 811ILOiN11, r•UDE OR HISIORICRL CLIMATIC RECORDS. 8 LONGFELLOW LUMDEP 1.15 / 1.01 GENERRL NOTES MEMBER FORCES FROM LEFT TO RIGHT - LD. COND. I __. LUMBER SPECIFICATIONS TOP CHORD BOTTOM CHORD NESS REACTIONS TOP CHORD= l !X2 SEL•STR. OF -L 1• APPLY A 2X3 OR 2X4 CONTINUOUS RIBBON TO THE ENDIB tl SI OF THE.TRUSS T 1= 0 I= 2128 W 1= -127 W 10= I4 IVIR 1= 1304 BOTTOM CHORD: (I] 4X2 SEL•STR. DF -L , AS SHOWN. T 2= -3764 B 2= 4854 H 2= -2420 N 11= -180 IVIR 2= 1304 2• SPECIAL WEB ANGLES ARE INDICATED BY AN ASTERISK I■I. T 3= -3764 B 3= 5575 N 3= 1866 W 12= -162 (H)R 1= 0 WEBS: 4X2 STANDARD DF -L 3• THIS DESIGN MRS BEEN PREPARED FROM COMPUTER INPUT DEVELOPED ST T 4= -5489 8 4= 5575 N 4= -250 N 13= 725 STANDARD NEB LENGTH: 32 14/16 INCHES THE COMPONENT MANUFACTURER. T S= -5489 8 S= 5575 W 5= -1243 N 14= -1243 STANDARD WEB ANGLE: 27.1 DEGREES 4• SPLICE DESIGNATIONS- T 6= -5575 B 6= 4854 W 6= 725 W IS= -2SO RECOMMENDED CAMBER, 4/16 INCHES 5-1: 3260 T 7= -5489 8 7= 2128 H 7= -162 N 16= 1866 S-2: 'RN32105 T 8= -5489 W 8= -180 N 17= -2420 S-3: 321356 T 9= -3764 N 9= 14 N 18= -127 3-4: RN32105 ON FLAT T 10= -3764 RN3210S ON SIDES T 11 . O S-5: 32135G ON FLAT LIVE LOAD .... 40.0 P•A•F. 2460 ON SIDESDEAD LORD .... lu•U P•A•F• 1•ISFB USED PER SECTION 4.2.3.2 S-6: 32135C ON FLAT OF THE NOS. r'`�(' RlI.',2105 ON SIDES CEILING D•... -- 5.17 F•S•F• DEFLECTION CRITERION: L/3CO � ?�OFESSII�A- S-7: 321350 ON FLAT TOTAL •S.0 P•S•F• 32135G ON SIDES 1.00 DURATION FACTOR d0'' ? SPLICES S-4. 3-5. 5-6. AND S-7 REQUIRE A 4X2X14' NO. 2 BLOCK ,,pp `� V!• �` .� �� OF THE SAME 5PEC•IE-5 PS THE ,',MORD MATERIAL. •YC -7) // VO i HIGHER SPLICE NUMBERS MAY 'rt SUBSTITUTED FOR LONER SPLICE n �, NUMBERS AT THE FRBP.ICATOR'S OPTION. EXAMPLE: 3-5 MAY BE " J/j� f /`• SUBSTITUTED FOR S-4. TOP CHORD MAY BE SPLICED IS -I IF NOT OTHERWISE INDICO7E01 ANY- WHERE EXCEPT IN CENTER THREE OR END PPNELS UNLESS 07HFRWISE NOT ED• BOTTOM CHORD MAY BE SPLICED ONLY IN FnNELS SHORN. S. FOR BASIC DESIGN VALUES REFER TO I•C.8.0• RESEARCH REPORT •1607. i� N O• C3 04 50 :r MAR 31 '88 9l CIVOF IL �P >( X !f 11f i Q i V) In O O G O til O O O O N O O O n (n -S M M fTI !n I M %D fn Qrp O 1 W 1 N co < < 00 N 1 OD 1 O —4 CO Tar "> N O N fn O N N O In N (D to O 1 18.00" i 1.75 • 24.0" , \\ _.:5� � to o In o o In o fn m v m m v m O NT N co co NNI (n 1 m0 0 1n I cn i d rn fn In N 24'-0.0" OVERALL LENGTH 1.75 1 PLATE CODE SPACING DATE TRUSWAL CONNECTOR FLnTE5 ARE FORMED FROM 16. 16. RNO 20 .G+.' 807 -GIPPED GALVAIIIZED PRIME QUALITY STEEL. R-5000 UBC 24.00 • 0•C• S/IS/87 RPPLY PLR7ES TO V TH FRCES OF THE TRUSS RT ERCM JOINT ANO PtlSIt ION 1/B' FROM ONE 0,1510E EDGES OF THE CHOfl05• CE147ERLIII ES OF PLATES SHALL LOINCICE WITH TME •JOINT CENTERLINES• UNLESS 0 HEP.W1SE NOTED• ALL TRU55 .101!175 SHf!LL BE TIGHT RNp ALL PLATES FULLY cMBEODED• THE TnP CHORE) 1S. naUMEO TO 6E LRTERALLI BRACED DY IT ,:1,nR 1, PnnF SHFn1HtH4. THE 9017OC CHORD IS RSS UMED 10 RE LA761ILL'I GRACED 1F A RIGID .� IF IL ING It IE !'n'. !: g1101.NIiR I!1 aF; 1:TLf. 111 OTHER LFoCS. THE BOTTOM CHORE) 15 10 RE LAIERRLLY BRACED PI _ C, F i1 T �? 1NT9RVA1.5 In:, :,'CI:FO 111 1(I p,C, Tp onItI FN RE51pU1!L VIA RTION. PHIL 1G CnM, I:nN TO ALL FRAMNr A F L 0 R i R U J O ID A N • i� pR�J' SYSTEMS. ,:.r TO 9V IC!i FnG !nn0 SHRR1NG pFTNFEN TFUSSES. YX6 STRONGBACII 6R1CGJ!IG IS RECE :1MENDEO 17 e WRL ,wo p.C. FtIR 'ILL !TEAM >.n Ull:1 p7FN 12 E 11 pN0 D", -1- n.C. FOR RLL 71OF .,rRNS OVER i COfIC. ALL q \ 4 Rnn�INf. n�nR<in?gip ,LR7EPRl. F01!f F.S IS TO BE DESIf.•NEO BY OTIIE RS• FOO f1UD1TIb4Pl INTORMn 11OH CONCERN ]AG 1 riin Clt ❑I,I PM !'!r.. RFFFR In, n�!;IOR SPFf:IF11;I1110N5 FOP. MF.TgI, PI.gir 1;nnuFC TF.O PnR RL IFL ^v T///•••��. ^ f,lNltill WnON 'f'''1:'•;.. PI. I -,III, i„ IRI'. Inll l: 1'1.1111: 111:.1111111;, PIIFRE r..nnl•LIA IIIN Nt•f •; 1'I I,11!IL 11.11 IN. PNOPIR 1 / \ / \ �� p S I EM- FiFL" Eft", Tlntl. I.I. CR I?I,1 IIIIn1; IM ILII I`l l? NI'1Pi ,N': LDI NIIP'1:.. f1R111LEVElr:;. RNR 711 f. 1"1:•1,'1•. 11F IIIF IPIL:; 7E) FILE- FTH-£4-18-SS-124) REF A-93894 �-�[_X_]� - Pit vEN'I .I RC: R INI!InLl U11!1C1. 17 IS I,C RL.N'N1.ibl Llif nF pIHFRG 10 IISCERIWR Np11 IHE UESIGII LOAN; i :USW91_ OT STEMS CORPRf:Oi [0:+ R SIONnOE C011PAI;T 'UTILIZED Ill '!:11., DBRHIH'='!ECO T OR EXLEECI 'HE HrI'.1 nEf:p LPn05 IMP(15E0 OY THF STr•OCTIJNE Ano THE LITE 'LONGS 7nFnT.FU C'i 'r HC Lnfni. DUPpINcCnor. qR HISt.; f.AI. CLIMATIC RFr.oilo-T __ _ •..r �•e.._'..�,v�.-.,.+-o.r�u:-r_— GENERAL NOTES MEMBER FnRCES FROM LEFT TO RIGHT-: LD- GOND. I LUNRER SPECIFICATIONS TOP CHORD 90TTOM CHORD WEBS REACTIONS TOP CHORD: rll d%2 •2 DF -L I. APPLY A 2X3 OR 2X4 CONTINUOUS RIBBON TO THE ENDISI OF THE TRUSS T 1= 0 0 1= 1009 N I- -127 W Sr -^43 IV1R 1= 699 TOP ;,.:,LJ: AS SHOWN. T 2= -1589 B 2= 1569 N 2= -1146 W 6= 6..8 IVIA 2= G89 111 4X2 •2 DF -L 2• SPECIAL NEB ANGLES ARE INDICATED BY RN ASTERISK Irl. T 3= -1569 B 3= 1008 H 3= 628 W 7= -114r. (HIR 1= 0 WEBS: 4X2 STANDARD DF -L 3. THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT DEVELOPED BY 1 4= -1569 N 4= -243 H 8= -127 STiINCAP.O WEB LENGTH: 32 14/16 INCHES THE COMPONENT MANUFACTURER. T 5= 0 !aTnl)Dar,O HE6 ATI!iLE: 27.1 DECREES LIVE. LORD .... 40.0r•S•F. RECOMMENDED CnMVER: 0/16 INCHES DEPU LOAD .... 10.0 P•S•F. I•.ISFB USED PER SECTION 4.2.3.2THE NDS•' CEILING D.L.- _5.0 P.S.F. OF TOTAL 55.0 P•S •F. DEFLECTION CRITERISN: L:3170 1.00 DURATION FACTOR 11 61-s •�� I 3E O o N GO n T 18.00" 1 I.7S " No. C30450 x NAR 31 IS x O 0 O C1 y � � OJ N O 7 24.0" O O O m m m v N N N N 13'-0.0" OVERFILL LENGTH PLATE CODE SPACINO GATE R-5000 UHC 24.00 " O.C. S/IS/87 R `A FLQPTRU3OESI-CIMT R ^9 F� _ pn9 J 1.•pgq�NgA U FILL- FTK-13-13-SS-(241 ,'REF- \I 7 3 I E1l3 A-93895 TRIISWPL S•SrCM3 CORPOIinrl:'+ R 3fnNnnr. COMPA7r t.75 TRUSWAL C011IIECTOR PLATES TIRE FORMED FP.On Ifi. 17. AIID 20 GAGE HOT -GIPPED GAL'/AIl1ZED PRIME OURLI7T STEEL. APPLY FLAT F5 r0 U07lI f1TCE5 OF THE TRUSS PT ENCM JOINT AND POSITION I/R- FROM THE OUTSIDE EDGE$ OF THE CHORDS. CEUTfiRLINES OF PLATES SHALL COINCIDE 111TH THE JOINT CENTERL)NES. UNLESS OTIIERWISE NOTED. RLL TRP',q JOINTS SIIPLL BE TIG117 HND TILL PLTI ICS FILL'' EMHEOn F.O. THE 70P CHOAU 15 Hti!IMEO TO BE LRTERRLLY BRACED BY THF FLOPR OR Pnnr ;uI:n7H 7!Ir.. Tl!' •A770M CHORD IS ASSUMED TO UE LA7ERIP.LT 8RArED IF R RIGID CEILING IIA7i'11101. IS TITTH!.IICO G1R4CILY• 'IN Ullli:R r,'SES. THE BOTTOM CHORD IS 10 HE CRTERALLY BRACED AT IN1F.R Il !1n7 �r � � I I: F.l .1. r.011. 1 '-A- 0 U.C. 7. PI1.P n ' TI -1 ;Cl , C: 1 IIA U L V10fl R71 N. NN r 0 I.M IS r N11 0 UN i n FRAMING I - 0 LL MI G SYSIFIS. DI O P Y P rnT xI Irr Inn .:1 U. ,R .O lRRIBG 8.a 0" V: -O" 5. -:f6 FOROHGBRLM 8?IDG 11114 IS RECOHnENOED al 10'-U" O.C. FRIT nlL I'L.:.".It FPIR1'� UVLII le' -U" II111 1L'-0" O.C. FOR. OLL Rr.nF 7i i�AH.S nv[n 16'-0'. ALL ARRC ING 70 RESIST LII (ERIN 'OIII IS TO OE DESIGIIi.O BY 0 lllER5• rOfl nnn 7'r 1 nv Al. 111 1. ION r01ICE AN I9G IR41:11!f: P,IA „TPunCn p:< la'10!:'I•.:. IU:FrR TUI Pry" -II SPECIFICn TIONS FOR MVIAI, I'LATE '1.01,11EC fEO PARALLEL :HURO 71P151,C5• :'Cr- -O. of ([IF IRIISr. Pl.nir i,,n II1lITE. WI!FME CnIIFLIr,1101 MITT 4XIoT Cgll'.LnBI11G PROPER =1ELO F.'iEC71nNPLI I!ORU INI-:I!IOR BEnRIIII; I.G,.rrIOtIS. CRN'r•LEVERS. PNO 111E CHPRO3 OF THE TRUSS TO 'REVENT IHPIt . rLfn 11 it 11161;A_Lrii 1pll• 17 18 111E nF.Sr!IW;If:IL1TY OF OIHEP.L 10 ASCERI'NIW THAI THE DESIGN LORDS JTILI?E^ O!1 1111L O I!vAI:B:'ICF.T OR EXCEEO THF BI; (O:1'. 0°110 LORDSIMPOSED BY THF: STRUCTIIRE AND THE LIVE] _ORDS 111PO!,ED Of 711E I"rnl ';:111.11 ir. rnnF OP ms-irmirpi rT root Tr -n- GENERRL NOTES MEMBER FORCES FROM LEFT TO RIGHT - LD. COND. I LUMBER SPECIFICATIONS TOP CHORD BOTTOM CHORD WEBS REACTIONS TOP CHORD: (11 4X2 •2 OF -L T 1= 0 B 1= 1417 N 1= -127 'W` 7= 20 IVIR 1= 919 I. APPLY q 2X3 OR 2X4 CONTINUOUS RIBBON TO THE END(SI OF THE TRUSS T 2= -2352 B 2= 2769 W 2= -1611 W 8= -472 IVIR 2= gig BOTTOM CHORD: [I1 4X2 •2 DF -L AS SHOWN. T 3= -2352 8 3= 2789 W 3= 1067 N 9= -253 (HIR 1= 0 WEBS: 4X2 STANDARD OF -L 2• THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT DEVELOPED BY T 4= -2769 B 4= 2769 N 4= -253 N lO= 1067 STANDARD WEB LENGTH: 32 14/16 INCHES THE COMPONENT MANUFACTURER. T 5= -2352 D 5= 1417 W S= -472 N II= -1611 STANDARD NEB ANGLE: 27.1 DEGREES 3. SPLICE DESIGNATIONS: T 6= -2352 N 6= 20 H 12= -127 S -I: 3260 RECOMMENDED LAMBERT 1/16 INCHES S-2: RN321O5 T 7= 0 S-3: 3213513 LIVE LORD .... 40.0 P•f!.F• S-4: RN321O5 ON FLAT DEAD LOAD .... 10.0 P•9• t•ISFB USED PER SECTION 4.2.3.2 RN321Oi ON SIDE.$ CEILING D.L.- 5.0 P•)•F, OF THE NOS S-5: 321?SG ON FLAT DEFLECTION CRITERION: L/360 2460 ON SIDES TOTAL 55.0 P•8•F• �1`fin 5-6: 32135r, ON FLAT 1 .00 DURATION FACTOR ,' I C V , L. S/O^' RN321O5 ON SIDES y:;©� .5-7: 3C I JSG ON FLAT *- ` \+� . !� rJ C .� 32135C ON SIDES G /n1 �►- SPLICES $-4. S-5. ^-5. AND S-7 REOUIRE A 4X2X14' NO. 2 BLOCK OF HE SAME SPE:'IF_5 AS THE CHORD MATERIAL. 1 HIGHER SPLICE NUMBERS MAT BE SUBSTITUTED FOR LOWER SPLICE:r� Q NUMBER$ AT T71E fHBRICRTOR'3 OPTION. EXAMPLE: S-5 MAT BE ;��� V', SUBSTITUTED FOR S-4. TrT'n. TOP CHORD MAY BE SPLICED (5-1 IF NOT OTHERWISE INDICATEOI ANT- T lty d WHERE EXCEPT IN CENTER THREE OR END PANELS UNLESS OTHERWISE -'I NOTED. OOTTnM CHORD MR) BE SPLICED ONLY IN PANELS SHOWN. NO. 133 04 5 0 1 4. FOR BASIC DESIGN VALUES REFER TO I.C•B•O• RESEARCH REPORT •1607• I �1` MAY 15 '87 % X WAR 31 BBQ \,slgl P_ CIVIL o M � � 00 �, m I/ 18.00' t 1.755 o O o o m n m m O I ee co N O N N -N N O 0 o M o tD - i !>T ui t O In O O to O n r` m cn n o N e CD 00 O N To I N O O N 1 co 4f � 1'1'-0.0' OVERPLL LENGTH 1.75 PLATE CODE SPRCINO DATE TRUSMRL CONNECTOR PLRTES ARE FORMED FROM 16. 18. AND 20 GAGE HOT-OIPPEO GALVANIZED PRIME DUALITY STEEL - R -5000 UBC 24.00 O•C• 5115I87 CHORUSPPLY PLATES CENIERLBNEM OF FACES PLATESTHE SMALLTRUSS COINCIOF. EACH WITHJOINT THEAND JOINTSCENTERLINESFROM UNLESS O7HERWISEEDGES OTEOF THE ALL TRUSS 5011:75 S9RLL BE PIICd1T ANO ALL PLATES FVLLY EMBEDO EII. THE TOP CHORD IS RS SUM ED 7O BE .LRTERA LL' OR RCEO 8'f TNF Fi.^nP nn r. nnF SHERIH IH s. TIIE BOTTOM CHORD 15 ASSUMED TO SE LAT ERRLLY BRnCED IF R Air IO A CEILING MDT E f11 A 1. AT TA OIRECILY. IN OTHER C.RSES. THE 8Oi TOM CMORO 15 TO BE LP7ERALLY BRACED AT 1 1 F L 0 R T R U S ° -DESIGN S I G N INTERVALS N97 E%CFERIDE ID• -n- D.E. In OBETWE RESIDUAL VIBRATION. WHICH I6 COMMON TO ALL FRAMING T R �� R : SYSTEMS. AND TO PROVIDE FUR LORD HARING BETWEEN TRUSSES. 2X6 S7RONGBRCK BRIDGING" IS RECO MMENOED RT !0'-0- O.C. FOR RLL FLUOR 'PANS OVER 12'-0- AND 15•-0" O.C. FOR ALL ROOF SPANS OVER )6'-0-. ALL BRACING 10 RESIST LATERAL FORCES 1S TO BE-OESIGNED BT OTIIERS. FOR ROO171ONAL INFORMRT ION CONCERNINr, SPACING AND STRONOBRCK °PIGGING. REFER TOT DESIGN SPECIFICRTIONS FOR METAL PLATE CONNEC7E0 - PARALLEL ` SYSTEMS CHORD NOOO ifl1155E5. PCT -130. BT THF. TRU:iS PLATE ]HS117UiE. NIIERE CONFUSION MRT C%ISI CO HC THE T PROPER FIELO ERECTION. C.LERRLT MA NK ]N TERIOR BEAR INE LOCH 11ON5. CRN 7ILEYE A5• AND TT/E CHORUS OF 1HE TRU55 70 FILE• FTK-I7-IB-SS-1241 REF.A-93896 PREY ENT IMPROPER INS 7RLLM71O11. 1T IS IIIE RESPONSICILI7Y OF 11 HERS• TO RSCERTAIN THAT'THE OE SIGN LOBOS A- 9 3 8 9 6 TR!ISNAL BYSTCMB Cn4FCP.RTfON R 9[ONOOE COMPANY UTILIZED UN HIS ORAN1Nf.. MEET OR EXCEED THE ACT UAL 0ERB LORDS IMPOSED BY THE ST RUCIURE AND THE LIVE LORDS !MPOSED P- THE LOCAL BUILDING. CURE OR HISTORICAL CLJMA11C RECORDS. 8 LONGFELLOW LUMBER I•I5 / 1.01 2460 ON SIDES DEAD !OPD•••• 10.0 P•4•F. I•ISFB USED PER SECTION 4.2.3.2 S-6: 32135C ON FLAT OF THE NDS• P113210S ON SIDES CEILING D.L.- S•0 P•5 •F• 'QR���,� Sltjn \ S-7: 321'•SC ON FLAT TOTAL —':SO P.S.F. DEFLECTION CRITERION: L/350 ` „ :/ 32135G ON SIDES 1.00 DURATION FACTOR M1, SPLICES S-4. 3-5. 5-6. AND 5-7 P.EOUIRE R 4X2X14' NO. 2 BLOCK OF THE SAME SPECIES PS THE CHORD MATERIAL. HIGHER SLICE NUMBER, MAY FIE SUBSTITUTED FOR LOWER SPLICE NUMBERS T THE FASP.ICATnR'S OPTION. EXAMPLE: 3-5 MAY BE / ✓ �C. SUBSTITUTED FOR S -4.)y . TOP CHORD MAT BE SPLICED IS-] IF NOT OTHERWISE INDICOTED) ANY- /� WHERE EXCEPT IN CENTER THREE OR ENO PANELS UNLESS OTHERWISE r (�I t'Y'i f• NOTED. BOTTOM CHORD MAY BE SPLICED ONLY IN PANELS SHOWN. 'v O. C3 04 50 zit S. FOR BASIC CESICN VPLUES REFER TO I•C•B•0• RESEARCH REPORT •1607• iF MAR 31 •B8 � _V,lF CIVIL F UF��- 12'-0.0" 0 0 In C.-1 O O O In O O O O N O O O CO M QD sf M M M 00 f M � M Q r0 O 1 0 1 on O N O + + O N 1 co1 fA O .--/ coOD • ->' N O lA N0 C N .? N Cl O T 18.00" i 1.75 - 24.0" In 0 vl o o In o fn t n 0)+ m m + 0)` O N M N aD m N (� N O + I m 1 oY 0 o m 1 +f + to N N N 24'-0.0" OVERALL LENGTH R-5000 L1BC 24.00. O.C. 5/15/67 R FL©RTR�1J��� DF3 I GN 4 \ 4 � 4 R I FILE- FTK-£4-I8-SS-(24) REF. A-93894 -� 3 YSTEMS i,U3HgL 31STEMS CORPDCnT[O3 A SIONOOE C011PRIIY i -7S 1 11SWAL COUNECTOR FLATES ARE FORMED FROM 16. 18. RND ZO GRGF.' 1107-01PPED GALVANIZED PRIME DUALITY STEEL• PLY PLR7E5 TO UO TH FRIES OF THE 7fl U35 AT EACH JOINT IND PUS!T ION 1/8- FROM THE 0U7510E EDOES RF TME OROS. CEHTERLI To ES OF PLR7E5 SHALL COINCIDE WITH THE JOINT CENTERLINES. UNLESS OTHERWISE NOTED- PLL USS JDINTS 5H!!LL BE TIGHT AND ALL PLATES FULLY F.MBEDOED. THE TnP CHORD 15 n ti11MEO TO BE LATERALLY ACED BY 7145 cl^^R PR RnnF +HEg1H Tfl �i. THF. 0901T r. CNURD 15 f155UME0 TU BE LR7FRALL? P,RP.CED IF R RIGID 1LING ill IE.r.n'. !; AI T 111.111:0 II I3E1: TL f. lU OTHER !.RSCS. THE BOTTOM C1mnU IS 711 DE LR IEt'aLLr BARGED P1 TSRVPLS IPI. ''; CLFO II:�- IU' -r!" O.C. Tn DRIIPFN RESIDUAL VIBRATION. WHICH 15 cnMRON TO ALL FRAMING (1 V O!Ir T rPOV i?F i P � ^0 111 ❑ iN � 7F Y.' S7 + R' Itr f :1 N .lT EMS. 0 1.. D 1 R1 G qt ECN USSES. G b LONGB LH BR 1CCf IS PE .0 ME OEO ;IT '-0" D.C. Ffln 'ILL I'I.0 UII :'.°011:1 117 Eft 1?' -U" RUO 75'-0- O.C. FOR RLL ROOF 51'RNS OYER I5' -D'• ALL ACING TO RE:il:l LATEPRI. PONCES I5 TO UE OE510NED OT 0711ER5. FOR II DO ITIUNPL IHFORMq 11OH CD!v ERN1RG nr 1NG n! -I! FTnr•!!r.Hnr.H N11P6 !'!!:• RFFFR n! nc!i ISN SPF(:IF11;n TION5 FnR META I. PL nTF I:nn HFCTED P -RRL LEL !dill WnO11 'f l;!1:'•; .. :.. r(:I-RII. i' IHi: 11111x1; 1'1.1111: 110.11 III I1;, WIIFIIE r.nl:FUi;IUN Mvf !i Iri 11 IbIIIN. PROPIP FLU FBEI. Tirol. IJ. Ef1ALI IU1RIc IIB ILII Into! I!1'n1%714'1 LDI.11II r.R:., r"N IILEVEIIS, nun TNI: CA::H'n, -IF oll IRF fRy5G 71 'VEN'1 .I II!'!!H"EP IH" II:L (!11111 PI. 11 li THE HL !'I!Nbibll.IlI 11F 11111ERG IO IISCER111)11 111111 IIIE IIESIGH LORSi ILIZED ldl ?:fl+ UHNH!1P='!L'I:T OR EXCEED ''I:E HCIHI.I OERD UlFinS IMPOSED BY THESTPDCTUUE 1111D THE LITE 0115 IN I`Fm 11 1.'f THC Lnr nL I:U1L I)I11S CODE 9171 HI .TC`If. AC CLI MR T IC RF CQROS. �..e..:..s.---.•. _;_�_.. _:<J---....i--•.aan-rsmr_�.�s re�+vo GENERRL NOTES MEMBER FORCES FROM LEFT TO RIGHT - LO. GOND• 1 _ LUMBER SPECIFICNT(ONS TOP CHORD BOTTOM CHORD NESS REACTIONS TOP CHORD! II) 4X2 SEL•STR. OF -L I. APPLY R 2X3 OR 2X4 CONTINUOUS RIBBON TO THE END(SI OF THE TRUSS T 1= T 2= 0 -3764 B B 1= 2= 2128 4854 N H l= 2= -127 -2420 N N 10= II= 14 -180 IV1R 1= 1304 1V)R 2= 1304 BOTTOM CHORD: (I1 4X2 SEL•STR. OF -L AS SHOWN. T 3= -3764 B 3= 5575 W 3= 1866 N 12= -162 IH)R 1= 0 WEBS: 4X2 STANDARD OF -L 2. SPECIAL WEB ANGLES ARE INDICATED BY AN ASTERISK 1■1• T 4= -5489 B 4= 5575 N 4= -250 W 13= 725 STANDARD NEB LENGTH: 32 14/16 INCHES 3• THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT DEVELOPED BY T S= -5489 B 5= 5575 N S= -1243 W 14= -1243 STANDARD WEB ANGLE: 27.1 DEGREES 1• THE COMPONENT MANUFACTURER. SPLICE DESIGNATIONS: T 6= -5575 B 6= 4854 N 6= 725 W 15= -250 RECOMMENDED CAMBER! 4/16 INCHES T 7= -5489 B 7= 2128 N 7= -162 N 16= 1866 S-2! RN32I05 T B= -5489 W 8= -180 N 17= -2420 S-3: 32135G T 9= -3764 N 9= 14 W 18= -127 S-4: RN32105ON FLAT T 10= T 11= -3764 0 RN321OS ON SIDES S-5: 321350 ON FLAT LIVE LOAD 40 0 P 9 F 2460 ON SIDES DEAD !OPD•••• 10.0 P•4•F. I•ISFB USED PER SECTION 4.2.3.2 S-6: 32135C ON FLAT OF THE NDS• P113210S ON SIDES CEILING D.L.- S•0 P•5 •F• 'QR���,� Sltjn \ S-7: 321'•SC ON FLAT TOTAL —':SO P.S.F. DEFLECTION CRITERION: L/350 ` „ :/ 32135G ON SIDES 1.00 DURATION FACTOR M1, SPLICES S-4. 3-5. 5-6. AND 5-7 P.EOUIRE R 4X2X14' NO. 2 BLOCK OF THE SAME SPECIES PS THE CHORD MATERIAL. HIGHER SLICE NUMBER, MAY FIE SUBSTITUTED FOR LOWER SPLICE NUMBERS T THE FASP.ICATnR'S OPTION. EXAMPLE: 3-5 MAY BE / ✓ �C. SUBSTITUTED FOR S -4.)y . TOP CHORD MAT BE SPLICED IS-] IF NOT OTHERWISE INDICOTED) ANY- /� WHERE EXCEPT IN CENTER THREE OR ENO PANELS UNLESS OTHERWISE r (�I t'Y'i f• NOTED. BOTTOM CHORD MAY BE SPLICED ONLY IN PANELS SHOWN. 'v O. C3 04 50 zit S. FOR BASIC CESICN VPLUES REFER TO I•C•B•0• RESEARCH REPORT •1607• iF MAR 31 •B8 � _V,lF CIVIL F UF��- 12'-0.0" 0 0 In C.-1 O O O In O O O O N O O O CO M QD sf M M M 00 f M � M Q r0 O 1 0 1 on O N O + + O N 1 co1 fA O .--/ coOD • ->' N O lA N0 C N .? N Cl O T 18.00" i 1.75 - 24.0" In 0 vl o o In o fn t n 0)+ m m + 0)` O N M N aD m N (� N O + I m 1 oY 0 o m 1 +f + to N N N 24'-0.0" OVERALL LENGTH R-5000 L1BC 24.00. O.C. 5/15/67 R FL©RTR�1J��� DF3 I GN 4 \ 4 � 4 R I FILE- FTK-£4-I8-SS-(24) REF. A-93894 -� 3 YSTEMS i,U3HgL 31STEMS CORPDCnT[O3 A SIONOOE C011PRIIY i -7S 1 11SWAL COUNECTOR FLATES ARE FORMED FROM 16. 18. RND ZO GRGF.' 1107-01PPED GALVANIZED PRIME DUALITY STEEL• PLY PLR7E5 TO UO TH FRIES OF THE 7fl U35 AT EACH JOINT IND PUS!T ION 1/8- FROM THE 0U7510E EDOES RF TME OROS. CEHTERLI To ES OF PLR7E5 SHALL COINCIDE WITH THE JOINT CENTERLINES. UNLESS OTHERWISE NOTED- PLL USS JDINTS 5H!!LL BE TIGHT AND ALL PLATES FULLY F.MBEDOED. THE TnP CHORD 15 n ti11MEO TO BE LATERALLY ACED BY 7145 cl^^R PR RnnF +HEg1H Tfl �i. THF. 0901T r. CNURD 15 f155UME0 TU BE LR7FRALL? P,RP.CED IF R RIGID 1LING ill IE.r.n'. !; AI T 111.111:0 II I3E1: TL f. lU OTHER !.RSCS. THE BOTTOM C1mnU IS 711 DE LR IEt'aLLr BARGED P1 TSRVPLS IPI. ''; CLFO II:�- IU' -r!" O.C. Tn DRIIPFN RESIDUAL VIBRATION. WHICH 15 cnMRON TO ALL FRAMING (1 V O!Ir T rPOV i?F i P � ^0 111 ❑ iN � 7F Y.' S7 + R' Itr f :1 N .lT EMS. 0 1.. D 1 R1 G qt ECN USSES. G b LONGB LH BR 1CCf IS PE .0 ME OEO ;IT '-0" D.C. Ffln 'ILL I'I.0 UII :'.°011:1 117 Eft 1?' -U" RUO 75'-0- O.C. FOR RLL ROOF 51'RNS OYER I5' -D'• ALL ACING TO RE:il:l LATEPRI. PONCES I5 TO UE OE510NED OT 0711ER5. FOR II DO ITIUNPL IHFORMq 11OH CD!v ERN1RG nr 1NG n! -I! FTnr•!!r.Hnr.H N11P6 !'!!:• RFFFR n! nc!i ISN SPF(:IF11;n TION5 FnR META I. PL nTF I:nn HFCTED P -RRL LEL !dill WnO11 'f l;!1:'•; .. :.. r(:I-RII. i' IHi: 11111x1; 1'1.1111: 110.11 III I1;, WIIFIIE r.nl:FUi;IUN Mvf !i Iri 11 IbIIIN. PROPIP FLU FBEI. Tirol. IJ. Ef1ALI IU1RIc IIB ILII Into! I!1'n1%714'1 LDI.11II r.R:., r"N IILEVEIIS, nun TNI: CA::H'n, -IF oll IRF fRy5G 71 'VEN'1 .I II!'!!H"EP IH" II:L (!11111 PI. 11 li THE HL !'I!Nbibll.IlI 11F 11111ERG IO IISCER111)11 111111 IIIE IIESIGH LORSi ILIZED ldl ?:fl+ UHNH!1P='!L'I:T OR EXCEED ''I:E HCIHI.I OERD UlFinS IMPOSED BY THESTPDCTUUE 1111D THE LITE 0115 IN I`Fm 11 1.'f THC Lnr nL I:U1L I)I11S CODE 9171 HI .TC`If. AC CLI MR T IC RF CQROS. �..e..:..s.---.•. _;_�_.. _:<J---....i--•.aan-rsmr_�.�s re�+vo GENERAL NOTES MEMBER FORCES FROM LEFT TO RIGHT - I.D. COND. I — UJt1Rvt SPECIFICATIONS TOP CHORD 90TTOM CHORD WEBS REACTIONS TOP CHORp: fl) aX2 -2OF-L 1 - APPLY R 2X3 OR 2X4 CONTINUOUS RIBBON TO THE END(S) OF THE TRUSS T 1= 0 D 1= 1009 N 1= -127 H 5= -243 (VIA 1= 699 AS SHOWN. T 2= -1569 B 2= 1569 W 2= -1146 H 6= 628 (VIR 2= 699 DOTTGM !,. ...?7: 111 4X2 -2 OF -L 2• SPECIAL WEB ANGLES ARE INDICATED BY AN ASTERISK 1-). T 3= -1569 8 3= 1008 H 3= 628 H 7= -114r IH)R 1= 0 WEBS: 4X2 STANDARD DF -L 3• THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT DEVELOPED BY T d= -1569 N 4= -243 H 6= -12i STANDARD NEB LENGTH: 32 14/76 INCHES THE COMPONENT MANUFACTURER. T S= 0 '-TnNDARD WEB AIIGLE: 27.1 DEGREES LIVE. LOnD.... 40.7 P -8-F- I.1SFB USED PER SECTION 4.2.3.2 RECOMMEUDED CPMOER: 0/16 INCHES DERU LORD .... 10.0 P.3•r. OF THE NOS.' CEILING 0•L•• S.0 P.S•F. TOTAL 55.0 P.S.F. DEFLECTION CRITERION: L.'213,0 1.00 DURATION FACTOR tJJi'J�'�� 4 r' Imo• t:"�/J 1 • i /'' �' s,' f�..-: � r/�' No. 030450 NAR 31 '88 \��l9lF F M F , Q Q 00 o In o _ p N M Q fD .� To `h y � C) Q M C:) T 1$•00" it I.7S " R-5000 I UBC . 124.00 " O.0 .I 5/15/87 � A F I L�T�JS ��G. �9 FILE: FTK-13-13-SS-1£41 hREF• A-93895 O 24.0• 0 0 0 m f 1 oT 0 v v < m N N N 13'-0.0" OVERALL LENGTH "U R L] �Y s,TEf1:5 TRUSNRL qi Sr.^M: CORPOHn I'I: R 3,nNnOF. COMPRiIT 1.75 TRUSHAL CONNECTOR PLATES TIRE FORMED FROM IS, 13. AIIO 20 GAGE HOT-OIPPEO GALVAnIZEO PRIME GUALITT STEEL, APPLY CHORDS(. LRIFr TO CEIITERL�NES OF I'LAOTH FIICES �fESTHE SHA.LLTRUSS f,OItAI[IAEC j1�0 iN 1EAND JO1Ni SCEN7ERL INESFRUMI-E55 OTNERW 7LiE EDGES NOTEOF THE RLL TRI!'S in] NT5 SHALL BE TIGHT IINO TILL PLATES FULLY EMHEOOF.O. THE TOP CHnRD IS H5 :!!MCD TO BE LATERALLY GRACED 97 THF F1.Onn OR Pnnl' ,.IIFIr1H?Hr. R!q -nTTnM CHORD IS ASSUMED TO UE LA iEAViI.Lf BRAC_EO 1F A RIGID CEILIHG -i it AI. 15 HTTR!,IIC3 O:RFCTLI. IN II IiIFR :: •"•ES. THE 0077OM CHORD IS 10 HE CATEROLLY BRACED R7 IN F.R'rH LL OOT E::[F ED llA¢ 10'-0' :LC. 10 Off C!! OC IUNAL VI OR Ri ION. NH1f,N IS COMIIOII 10 RLL FRAMING STSIEHS. ❑110 TO PHUV IUI' FCR LAnO :ARP, RIG 8 TN;ir11 73U SES. "X6 STFONI;BPCK S310r IRO IS FECOHMENOEO RT 10'-U" O.C. Fgll ❑LL I'Lr,:1!i nPllll'i fi7 Cff IZ'-U" II`.0 I::'-0" O.L. FOR ALL nnnF ';'r ANS OVER lfi'-0". ALL ARRC If1G TO RESIlii I.II TEIi I:I. Pn,,r IS TO OF. DELIfLif.O AY OTHERS.. FOR OUD IT I AAAI. III I"O PMf1T1-114 CONCERNING RRnC 1^.A PNA „TP unn Ptp; I( I•P7Pi;'P':. HI:FCR TUI Pr'I'-" gPECIFICnT10NS FOR MFTAI, PLATE r.erulEr reE) PARALLEL ;I1URD Tnl ISLES. "f,'f •••10, Nr mr. IRILSS PI n1E I -In I11'IITE• WVFIIE CnIIFLIr.I(IN Hn'I I-XI57 1:0111.1 -RUING FROPER -IF.LO E�iEtTlml• .Lfn11LY EARN JNIIiV!UR OCORIIJA LG• -r (IONS. CTINIILEVFWS. nun 11!E CHORRi OF T9E TRUSS 70 'REVEN7 IMPIi AI'Ef! IHo Iffi.LAI IllII. 11 i; TIIE. RE.:;f'nl:'tICIL1 TT OF OIHER£ 10 ASCERININ THAT THE CEGIIIN LORDS 1TILIPE9 OII IHJl l Uli I'41 1: 'ISf.t OR EYCEEO THF. PCIII:P. U°AO LOOUS IMPO SEE) BY THF S7RUCTHRE ANO THE LIVE .ORD�TrIIPO'_F❑ Of Tuc^tI!rn'..aill HrNP COOF nP III;;TOR U-111. 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E .. .. - u.. ....:.,.. +r r. :. ..,. ._ ., .. ,. _.. _., ., s, .�._,. k , u a l; rk 11 �c7 ;1; � , T e�" 1§ r4 45 4 a, -+ 5 I 1. ._ �'.4' .j�x,... :)^' �q�,p m; 'jl.:,:, ....:1,1 �.::. ;r �tl ��,�4r.� �I.,- �, '/ .. �,.X � , 2i: ' LONGFELLOW -J USBER .._.� __ --.-..»ter--.r-�-.-,-.:-•--_...---..-.K�-�---<--.-�-..._--� -.. _. } _ f@S f91, �'ti'13±ea Sim. per. i it 6.s�'a'�i�Yi n cgyr;.'N:'� m �a 11D OF air cue MV -`K - -`_ 53. foof Ta � �� rte- �, ►®a +auu TH est �- .,, ;-•- -� arm got t �s.saac rt sem►- �`: ,. i.L'o�• I a� a air u+ IQ�:+� +�,r'.�„� Mftf'.6, L Is M iPO1c/o. ... _�raTA 1E2f 481.3:5mmps �a'.c,yk;< - a>,�` ate- - _ - _ •ra- -. - y�-- ,::.��,. � >r t:t � x. qq ys� R L,5"`07 EN purr n�crr_N Fi,"tS BEEN PREPARED: FROM L,OMPUTER= INPUT', SUBMITTED BY TRUSS FABRICATOR _� Zia g Y w +�� c ozxsfu 006: 13193 MAT THIS DES=IGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY -TRUSS FABRICATOR TOP CHORD -2X6 FIR-LARCR a2 TC X -LOC: L -Rt 0..29 4.34 12.53 2 .53 24, 21 29*.95 32.96 wclt6 it;It71iT,ELrrs. 1ALESS o*LIOfrtSEBC Tw tHm L`t ixtR�t.tr ORKED- � 901 - LAG ,2X6 ` ' FIR -LARCH 01;; EXCE?T AS SHOWN AB.7T.- S . Q PSF" WEBS 2Xd- .F'I,R-LARCH STANDARD. EXCCFT AS 'SHOWN BC )(_LOC L -R: 8.29 4.49 12.51 '29x.53 :24.42 30.86` 32.5 ta nrr n.; rroco�Ft �ru►rc,; '` �,a 40, 77 35.DPSF :B1 -ZX FIR -LARCH #I - ::W1 -2X4 FIR -:LARCH' si csom wt* cmc �v5jUt. m �tkc SIFIED m D6SIL t 00id0f LSE THIS _ ,, , ��r Of c IIN R 1X.4 *3` HEM -FIR OR BETTER CONTINUOUS -LATERAL BRACING TO 1-2S CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE LEITH BE EQUALLY SPAt- ED.- ATTACH WITH 121 8d NAILS'. BRACING. REQUIREMENTS OF` I.C,'&.O. RESEARCH REPOR=T 4290. MATERIAL TO BE_UOPLI'Ei? AND ATTACHED' AT BOTH E14DS `TG A- 2u.0' TYPE I TA9 CE SUPPORT 8Y ERECTION,CONTRAC'TOR,: rcrr-anrw rm. 1rf�Yl�t�fnl.t-tmRir7.2 ALL PLATES `ARE TO BE CENTERED ;ON THE JOINT.. LEFT TO RIGHT:AND. TOP TO. BOTTOM. EXCEPT WHEN LOCATED .6V CIRCLE OR DIMENSiQN. -! Bottom chord checked for 10 PSF live load. SEE DRAWING 130 FOk "PLATE LOCATIONS ON TYPICAL JO;INTS.' REF'ER,'TO DR4W_I_NGS A183 AND-AlZk' FOR OVERH NG DETAILS. IT LS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TU REVIEW THIS. DRAWING, PRiUR TO CUTTING LUMBER 'Top cbord, shale be laterally- braced with prope-rly conneCted. VtRIFY THAT ALL DATA, INCLUDING DI.FfENS ONS AND LOADS.. 'CONFORM -, i purlins spaced at a miax um of 16:t 0. G. unless plywood TO TOO ARCHITECTURAL PLANSISPECIFICATI.ONS AND, FABRICATOR'S ' TRIO' sG LA.vouT sheathing. is, attached dzrect?v to top chord. Note' Special. 'handling .Care should be taken de�>~ing shiop ng; -and erection of trusses:. See: "waz ningrr' note 'below. Single cut this end, - provide for horizontal uoveitent at ,one support. � X6 ,WT D 7X �X�v M.2 —77,X6 �,_ k7 Fsits / �c OV=R 2,:SUPPORTS PLRTE-TYPE--RLPT'NE SEON'--125777 FURNISH' R COPY OF THIS DESIGN TQ 'ERECT€ON .CONTRRUOR; � __ REY x3.tr.�' RPt £LwIrETs£it Pests. ItK_ xktSSR wewtrev E�(t3iE+2 uur< Rnrtssr� OESIGN CRIT REF', % -- ' IPOfRTHNT ss wvr em`sl FoR :ter 1�RP.�iING 1N, rz+. 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