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028-100-025
♦,t i p- r ,-;!l • � I 1 � 028-100-025 PERMIT#97-2114 ZICARELLI, Dale & Lee Ann 4246 LaPorte Rd., Bangor New ngI Fam-1t F�� Ya'Z 7f 028-100-025 PERMIT#98-2600 ZICARELLI, Dale & Lee Ann 4246 LaPorte Rd., Bangor Gas Htg Stove for BP#97-2114/SF FIA,WL 1-1f-IFp 028-100-025 03-1895 ZICARRELO, DALE 4246 LA PORTE RD, BANGO INALED Cont: RAL BUILDERS q�' COVERED PATIO 028-100-025 LAND DEVELOPMENT SHEET ENVIRONMENTAL t HEALTH CLEARARANCE j DATE 7 NOTES i i • RESIDENTIAL 028-100-025 _ 03-1895 I PERMIT N0. _ ZICARRELO, DALE 4246 LA PORTE RD, BANGOR Cont: RAL BUILDERS COVERED PATIO SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL. INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER i JOB FINALED (D4ate)_ Signature J=OK 0 = Not 9K . = NotReadyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES. Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) 6. '5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 7. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 8. 7. Well Clearance & Disconnect 9. 8. Utility Clearance 10. Roof; Shthg-Roofing •• 11. Ext.; Steps -Doors -Landings Date Braced Wall Panels Card B-1 Date Card B-1 Date Card B-1 Date 'Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line 1. 3. Gas; MH Test -Demand -Valve -Connector 2. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. 5. Drain; MH Test -Fall -Flex Connector 4. -6. Water; MH Test -Regulator -Connector 5. 7. Water and Sewer Connected -C/O to Gtade-HD Approval 6. 8. Gas and Electricity Tagged ' 7. 9. Tie Downs -Type -Installation Cert. 8. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy ' 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM -(ONLY) Card B-1 • Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size-Spacing=Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test - 7. Water and Sewer Connected 8. Gas and Electricity Tagged > 9. Exits - 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors . Shthg-Frg=Bracing 5. Alum: Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports;. Windows -Doors . 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses. 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing •• 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card •B-1 Date Card B-1 Date POOLS (Plans) OK except #'s' 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI. 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5'=Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip: -Pool Lghtg. Boxes- Enclosures- Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 • Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing RESIDENTIAL (Single & Duplex) Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following Instld./Drive 0 Yes O No/Walks 0 Yes O No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (ReO.12/96) APPLICATION AND PERMIT 03 -MW ASSESSOR PARCEL NUMBER 028-100-025 ZONING BU I LDING P ERM IT OWNER DALE ZICARRELO TELEPHONE 742-9288 SO. FT. OCC. BUILDING VALUATION 884 C 11,492 .OWNERS MAILING ADDRESS 4246 LABORTE DR BANGOR CONTRACTOR'S NAME RAL BUILDERS TELEPHONE 6-961-2242 CONTRACTORS MAILING ADDRESS 11634 FAIR OAKS BLVD, STE 211, FATE OAKS 95698 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 135.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 87-75 BUILDING ADDRESS 4246 TAPORTE. RD, RANCOR Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURF20•21 AC SF ❑ Duplex IR Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition CR Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: r` A71;'R_R_P RIAT IO KBO RIOT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service noon oa v=ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my ficensdPri full force and effect. // License Class Lic. No. �J ( f' 87 IG OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My work ompen tion g1surance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in a performance of the work for which this permit is issued, I shall not em a person in any ner so as to become subject to workers' co nsatio laws of Cal'rfor ' , a agree that if I should become subject to the rkers' c on vis' s of section 3700 of the Labor Code, I shall forthwit mply wit a ovisions. V/Yof Date Y"63 _ S_' a u of Appl' ant - ❑ Owner ontractor ❑ Agent no SHA permit is required for excava ons over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service ro i000A 46.00 NEW CONST. DWELlINO OCCUP. SO W OR ADONS. a ACC. stns. 3.5¢FT: NEW CONST. MULTI.OLRLET NON-RES,O, C @7.50 POWER APPARATUS a SINGLE OUTLET CIR. � @ ,.00 Ex. Occup. OUTLET OR FDRURES sAl p .SO Ex. Occup. ovTlEEis aEsin)EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi= $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE - TOTAL FEE $ 242.75 HAZ. _ D. FEES IMP a. FLn D CDF PARC¢ y PD HD ISSUE This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. (%�KOS By Date Q PERMIT EXPIRES ON d '2 `7 ' Da Receipt No. 'Yc;C, WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 'e, u�, y.�,r 'i�►^��"..�++' �.�,...r,,.,4 . �r'*.yp'��'�.""'r..,�.'�i�,y�y�sif,��,y�I�".T^`�� ' :)alb'•`$ ��! � 1�. _�^� '"� ''F f ,�y COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION Al 7 County Center Drive, Oroville, CA 95965 Phone (530)538=7541 Fax (530)538-2140 PERMIT APPLICATION DATA°SHEET OWNER: 1(�aj n D Y ASSESSOR PARCEL NUMBER Q C ^( 'r (D;L3 Proposed Building Use: "! S E Counter Technician. Date: e�J Items required in order to apply for a per it. All boxes MUST be checked OR marked NA in ord r to a ply. Q" L. Plot pla, 3 0 4 sets, signedy the preparer of the plans. ❑ 22 Complet ans, 3 or`4 sets, signed by the preparer of the plans. �3. Engineered plansv 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts,in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. t ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other M Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ Statement of Intent for Non -heated and A/C Buildings ................................... ....... 16. Sanitation and plot plan approval from the Environmental Health Department in VS- ❑ 17. City of Chico Plumbing permit.....................................................................:.. ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: P K (B)Parking: (C) Parcel Check:p- ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephon / _ and hold for pickup. I have been in med o the above to and requirements for obtaining a building permit. Applicant: Date: 0z�c-3 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above'data by ❑ phone; ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ .mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: T1217cf, Date: Structural approved by: PDate: V Note transfer by: Date: Yellnw• Ruildino nivicinn F ' r E.H. USE ONLY Mot Plan Anacha� i--•�•..• . ;:toor Plan AtsssRad%--' — S 9 5 Sane to ®.D. �% '%"D u TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: -- Environmental Health 8/96 Building Permit Number:Q- Owner Name: Z i C.Q. rrrelu, Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum'of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required: Note: We will normally accept the following as compliance with the flood elevation requirements: 1. .Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height. less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least -2 openings in exterior walls, located on opposite or adjacent walls with a. total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings.shall be no higher than 1 foot above grade. 6. The openings maybe screened or covered with other devices that will permit. automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: Owner Name: ar rre� Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. . Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and equipment including ov hangs shall be clear of all easements. A setback of � feet from the side and feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. 41 C) ------------ Oc JPt%ON & w UMFONO =m ICBO Evaluation Service, Inc. - O BUILDS , 5360 WORKMAN MILL ROAD o WHITTIER, CALIFORNIA 90601-2299 9B5 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright O 1996 ICBO Evaluation Service, Inc. Filing Category: MISCELLANEOUS STRUCTURES (156) FREESTANDING AND ATTACHED PATIO COVERS AND ENCLOSURES TEXAS ALUMINUM INDUSTRIES, INC. 14150 EAST ARTESIA BOULEVARD CERRITOS, CALIFORNIA 90703-7024 I. Subject•. Freestanding and Attached Patio Covers and Enclosures. It. Description: A. General: The Freestanding and Attached Patio Covers and Enclosures must be constructed according to the attached plans and Ap- pendix Chapter 31, Division III, of the code. A summary of the plans and design loads is shown in Table 1. B. Thermastar TB Panels: The TB panels are structural sandwich panels used in the roof structure. Dimensions include widths of 24 inches (610 mm) and 48 inches (1220 mm), thicknesses of 3 inches (26 mm) and 6 inches (152 mm), and various lengths. The panels feature 0.025- or 0.032 -inch -thick (0.635 or 0.813 mm) aluminum facings and nominal 1.5 pcf density (24 kgl m3) polystyrene foam plastic cores. Sheet Pfd -1 provides panel details and allowable spans. C. Identification: Each structure is identified with a decal specifying the de- sign roof live load, wind load, and wind uplift force, the model number, the evalu- ation report number and the name of the manufacturer. The Thermastar TB pan- els are labeled with the manufacturer's name and address, Evaluation Report PFC-1841 P Reissued June 1, 1996 No. PFC-1341 P, and the name of the quality control agency (C.I. Professional Services). III. Evidence, Submitted: Plans, design Calculations, data according to the ICBG ES Acceptance Criteria for Sandwich Panels (AC04) dated January 1995, and data according to the ICBG ES Acceptance Criteria for Foam Plastic Insula- tion (AC12) dated January 1996. Findings IV. Findings: That the Freestanding and Attached Patio Covers and En- closures described in this report comply with Chapter 31 of the Appendix of the 1994 uniform Building Cade ", subject to the following conditions: 1. The design and construction conform to the attached plans and de- tails, dated March and October 1995. 2. The roof live loads do not exceed the indicated values for the partic- ular structure as scheduled on the plans. 3. The Thermastar TB Panpl s are produced at 2900 Patio Drive, Hous- ton, Texas, with inspections by C. 1, Professional Services (AA -606). TABLE 1 This report is subject to re-examination in two years. - ` DESIGN LOAD (pounds per square fool) DRAWING NUMBER Roof Live (or Snow) Horizontal Wind Wind Uplift PERMITTED ENCLOSURES (BASED ON HORIZONTAL WIND CALCULATIONS) 3136-1 Parts details I 10 7.50 & 101 10 Attached type may be partially enclosed2 13 9.75 & 131 i 3136-2 10 7.50 & 101 (20) 15 11.25 & 151 Freestanding a may not be enclosed (30) 15 11.25 & 151 3136-3 Connection details j LO 7.50&101 10 i Attached type may be partially enclosed2 13 — — -- 9.75 & 1.31 -- 3136-4 (20) 10 7.50 & 101 Freestanding type may not be enclosed 15 11.25 & 151 (30) 15 11.25 & 151 t 10 7.50 & 101 3136-510 May be partially enclosed2 13 9.75 & 13 3136-6 i Footing and skylight panel details PPC -I — — — General notes and parts details PPC -2 — — — Details (Continued) Evaluation reports ofICBO Evaluation Service, Inc., rare issued soleal,to provide infiirnuition. to ClassA naeurbece ofICBO, utilizing the carie upon which the report is based. Evaluation reports are not to he construed ac representing aesthetics or any other attributes not speci.ficrally addressed nor, as an endorsement or recornnren- dation for rise of tie.subject report. This report is baser/ upon independent tests or other technical data submitted by fisc applicant. The ICBO.8valuation. Service, Inc., technics/ staff has reviewed the test results and/or other data, but does notpo sesc testfacilities to make an independent verification. There is no wrn•rrrnty hy.ICBO Evakantion Service, Inc., expre s or implied, a.s to any "Finding" or other uaatter in the report or ars to any product coverer/ by the report. This disclaimer includes, but is not limiledio, merchantability. _ Pagel of 2 Page 2 of:2 PFC-1841 P TABLE 1 -Continued For Sl; I pst= 47.88 Pa. IThe first Salue applies to structures not more than 10 feet high above grade, and the second figure applies to structures not more than 12 feet high above grade. 2Sides of patio covers required to be left open per Appendix Chapter 31, Division III, of the Uniform Building Code, may be enclosed with insect screening and/or readily removable translucent or transparent plastic not more than 0.125 inch in thickness. r r: e i.. DESIGN LOAD (pounds per square foot) ------....-. -------------•------------- F----------------------••-----•---- ----------------------- ---- - PERMITTED ENCLOSURES DRAWING NUMBER _ i Roof Live (or Snow) Horizontal Wind Wind Uplift (BASED ON HORIZONTAL WIND CALCULATIONS) " 10 - 7.5, 9.75, 11.25, 14.25, 17.25 20 - 7.5, 9.75, 11.25, 14.25, 17.25 PPC -3 ------------------------------------ -----------------------------•---•-•- ------------------------------------ Rafter spans t (20) - 7.5, 9.75, 11.25, • 14.25, 17.25 - 7.5, 9.75, 11.25, 14.25, 17.25 ;" (30) 10 10, 15, 19, 23 7.5, t 1.25, 14.25, 17.25 20 10, 15, 19, 23 7.5, l 1'25, 14.25, 17.25 PPC -4 May not be enclosed 10, 15, 19, 23 7.5, 11.25, 14.25, y (20) 17.25 - ---------------------------------- (30) ------------------------••---------- - 10 15, 19, 23 ------------------------------------ 7.5, 11.25,14.25, 17.25 ' } 10 10, 15, 14,23 7.51 11.25, 14.25, 17.25 20 10, 15, 19,23 7.5, 11.25, 14.25, 17.25 TPC -5 May not be enclosed 7.5, 11.25 14.25, (20) 10, 15, 19,23 , 17.25 `----------------•---------•-------- ------------------------------------ 7.5, 11.25, 14.25, (30) 10, 15, 19, 23 17.25 -- - - - - 10 ------------- - 10, 15, 19, 237,51 - ----- --- 11.25, 14.25, ---- -- ---- - - - ---J - - - - - 17.25 20 10, 15, 19, 23 7.5, 11.25, 14.25, 'PPC -6 17.25 May be partially enclosed2 10, 15, 19, 23 7.5, 11.25, 14.25, (20) 17.25 (30) 10, 15, 19, 23 7.5, 11.25, 14.25,- 17.25 a 10 ----------------- - ----------•-------•-•--•---- 7.5, 11.25 20 - 7.5, 11.25 PPC -7 Roof panels - 7.5, 11.25 (20) F -° (30) -------------------• - ----------- 5 •-- 7.5, 11.25 ' 10 10, 13, 15, 19, 23 20 10, 13, 15, 19, 23 (20) 10, 13, 15, 19, 23 PN=1 ------------------I—— ----------- --------------------------Thetmaster TB roof panels (30) l0, 13, 15, 19, 23 (40) 10, 13, 15, 19, 23 (50) 10, 13, 15, l9, 23 For Sl; I pst= 47.88 Pa. IThe first Salue applies to structures not more than 10 feet high above grade, and the second figure applies to structures not more than 12 feet high above grade. 2Sides of patio covers required to be left open per Appendix Chapter 31, Division III, of the Uniform Building Code, may be enclosed with insect screening and/or readily removable translucent or transparent plastic not more than 0.125 inch in thickness. r r: e i.. ..--WS.r`..s ,r.a _ wt.�..narw�-r*vm�..... .`t'.c.a+�•.z-vaw-�•..-•---`tTe—:....•w�,.��c�ry ii3`-s-+...,�.� �• —... 028-100-025. PERMIT#98-2600 t_ ZICARELLI,,Dale,& Lee -Ann . 4246 LaPorte Rd., Bangor Gas Htg Stove for BP#97-2114/SF COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT r (-) ASSESSOR PARCEL NUMBER 028-100-025 ZONING BUILDING PERMIT OWNER DATE & LER ANN ZIGARETIT" TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 7871 MCLIN WAY, T TAT' 05610 CONTRACTOR'S NAME 0WW TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE No. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS b to Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 I USEOFSTRUCTURE e SFj(0 Duplex ❑ Mobilehome ❑ Other 1 SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK t New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other3ff Describe Work: GAS h'i's STOVE FOR BP#97-2114 I Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License av .for the following reason: as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued: My workers' compensation insurance carrier and policy number are: Carrier Main Service To L 46.00 NEW CONST. DWELLING OCCUP. WE U OR ADDNS. ( 6 ACC. BLnS. SO 3.5¢FT. NoNa°esID T. MULTI.OUTLET @7,50 APPARATUS 6 SINGLE OUTLET LIR. Ex. ccu OUTLET OR FIXTURES EO BA p': o 50 FNED APPLNS. OR Ex. Occup. ouTLETs RESID. EA 5,00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 35.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ' I certify that in the performance of the work for which this permit is issued. I shall not employ any .person in any manner so as to become subject to workers' laws.of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith co(nply with those provisions. 4. X } ee / / � Ci -of �, Date 7 ,Signature of Applicant - ❑ Oygner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. D. FEES IMP FLOOD CDF pARC0. Po HD ISSUE This permit is hereby issued under the Butte County Code and/or indicated above for which fees have By 444(1'i PERMIT EXPIRES ON �V ( the applicable provisions Resolutions to do work been paid. j [-: Date It n f DAA Receipt No. k4 (( WHITE-D.D.S.-9'.0— CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I/ • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-100-025 ZONING BUILDING PERMIT OWNER DALE & LER ANN ZICARET.T.T TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS 7871 MCLIN WAY, CITRUS 14FIGHTS, CA 95610 CONTRACTORS NAME + OWNER TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 4946 LAPORTE RD BANGOR Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SFA Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Others Describe Work: GAS HTG STOVE FOR BP#97-2114 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 4P @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 R UES 600VMain Service 2o0A OR LE 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License `wJor the following reason: )6--4, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �l certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation la of California, end agree that if I should become subject to the workers' co, o ens tion provisions of section 3700 of the Labor Code, I shall forthwith Kmplyjith those rcvisions. X Date / �l1 nature of Applicant - ❑ r ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service z To 46.00so Eo CCU000A NEW CONST. DWEWNG OCCUP. SO OR ADONS. ( a ACC. BLDS. 3.5¢FT. NoµaEOSIUT MULTI-OUTLETRcUnS @7,50 a OllrLET OWELER APPARATUCIRS . 20 @ ,,00 Ex. OCCu OUTLET OR FIXTURES BAL Q .50 TED APPLIES. OR 5.00 Ex. Occup. ouTLETS RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEt $ 35.00 Mobile Home Installation Fee Is Energy Inspection Fee Is Occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. D FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date l 1 0 D e Receipt No. QG I I SL C J WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT •a` OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing -your si9ftPUte.;: . Please complete and retum 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: YESA NOJw:: I HAV$'_ HAVE NOT 13 signed an application for a building permit for the proposed work.` 3. I have contracted with the following person (firm) to provide the proposed conshucti6m' '`' `'� �a NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S 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: CTTy PHONE: CONTRACTOR'S 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: / PROPERTYOWNER: OCIAL SECURITY NUMBER: DATE:_ NOTE:� This Owner -Builder Verification is required by Section 19831 and 198.32 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER i OWNER BUILDER INFORMATION - - Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of; ecord oa1. stmt < . a permit. Building permits are not required to be signed by property owners unless they are personally per6 .....g t.. own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a bufiness '. license from the city or county. They are also required by law to put their license number on all permits for,w6leh dtey apply. If you plan to do your own work, with the exception of various trades that you plan to sut6nWaot, be aware of the following information for your benefit and protection: •;' . ♦ [f you employ or otherwise engage any persons other thanyour immediate family, and the work (including materials' and other costs) is 5300 or more for the entire project, and such persons are. not licensed as or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State ind'Federal Governments as an employer and you1 _ �.;;: . subject to several obligations including state, and. federal income tax_withholding, federal social searcit�a workers compensation insurance, disability irtsurance costs; and unemployment compensation contn'bittioa ' ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Swi6q,O'nd, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and.the Division of Industrial Accidents. �`^• � .i is If the structure is intended for sale, property owners who are not licensed contractors are allowed to perfotm iKeir work personally or through their own employees, without a licensed contractor or subcontractor, only under'lim' fid conditions. :.:�r•'f A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally: Building` -' permits are not required to be signed by property owners unless they are performing their own work personally. - Information about licensed contrac!prs may be obtained by contracting the Contractors State License Board in your-. community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" lin the reverse side of this form so that we can confirm dWyog._ are aware of these matters. The building permit will not be issued until the verification is returned r rely, Mic el C. Vi ira, C.B.O. M ger, Building inspection NOTE. This Owner-Builder,lnjormatlon is required by Section 19830 of the Callfornla Health and Saft Cods M (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Orovilte, CalOornia 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER a -o�-s ZONING- BUILDING PERMIT OWNE TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS coHTRACTORS kAME AZ 1) WPJAZ TELEPHONE E N CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20•00 Permit Fee $ ARCWTECT OR ENGWEERS MAILING ADDRESS Plan Checking Fee $ BUILDWG ADDRESS Energy Plan Checking Fee S S PERMIT FEE _ LOT NO. SURDIVISIONS NAME AROEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF K Duplex ❑ Mobilehome ❑ Other SPECIFY Each Tr 7.00 Solar or heat pump water heater 23.00 Water Water piping 15.00 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: qaO a PV tt Qi*/� I ' " !_� ^�tl Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W (920.00 PERMIT FEE _ ELECTRICAL PERMIT Fling' Fee 20.00 Main Service sow on LOOESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate. of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over SO' deep and demolition or construction of structures over 3 stories in height min Service 200A TO 1000A 46.00 NEW CONST.OWELIJNG OCCUP. SO OR ADDNS. a Ax. stns. 3.5¢FT; NEW NON-ROSID. MULTI -OUTLET @7,50 PSO APPAMTUS a sMNGLE OU AL Ex. Occup. OUTLET oR FDCTuRE9 ® eAL M•50 Ex. Occup. ,r~a D,°E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home installation Fee I $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEES ss,'(0 HAz I D FEES IMP I FLOOD I CDP PARCEL I Po I Ho I ISSUE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. to Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 0 �a la -f e- 6-�'�'P4,1-cl 4,o a,3 ,,- RESIDENI TIAL 1 028-100-025 PERMIT#97-2114 1 ZICARELLI, Dale & Lee Ann PERMIT NO. 4246 LaPorte Rd., Bangor j - +� f New; Single Family �f C'ln PERMIT EXP F" 7 OWNER �� FICE COPY ,CONTR. OF Address ` ASSESSOR PARI 4 OCATION _ ^.y GAS bate^y Meter By t� ELECTRIC Date ' Meter By I '� o l • OFFICE OOP_ Y Address— GAS ddress GAS Date Meter Da z ELECTRVE--� Meter By Temp. Power Pole t4 f! Called PG&ETemp. Elec. Service t,. Called PG&E i Y,emp. Gas Service Called PG&E v. fPB FINA (Date) - A t. Signature �r � .1 f '� o l • OFFICE OOP_ Y Address— GAS ddress GAS Date Meter Da z ELECTRVE--� Meter By Temp. Power Pole t4 f! Called PG&ETemp. Elec. Service t,. Called PG&E i Y,emp. Gas Service Called PG&E v. fPB FINA (Date) - A t. Signature �r � .1 V=OK 0 = Not OK - • = ble NottRepady MOBILE HOMES Date MOBILE HOME UTILITIES (plana► OK ayrant &'a 1. Zoning Requirements Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -CN -Concrete s 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Locetion•Clearances-Gmd-/ /Amp-Cte 6. Gas; Location-Te"st-Wrap; / '/LYt ` / /Nat.. or/ PL'fL/ /LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 , Date Card B-1 Date ' Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements • 2. Footings; SizeSpacing-Marriage Line 3. Gas; MH Test-0emarKWalve•Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test-FalWlex Connector .t .6. Water; MH Test -Regulator -Connector 7. Water and Sewer Con6ected-C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J • .-aNISCELLANEOUS Date DECKS, RS,.CARPORTS, QARAGES (Plans) -OK except #'s 1. • ZbNrig RequirementsSatbacks-Easements 2. Footirtgs; SoilsSize-DepthSpacing-ConnectorsSteel : 3. Decks; Girders and/or Joists-Decking-BracingStairs-Raifb - 4: Wood Awn.; Posts-8eams=Rttrs.-Ckmnectors Shthg.-Rfg.•Bracing 5. Alum.-Awri.; CcJumns-ConnecbonsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. F.M.; Sils-AnchorsStuds-Rftrs-Trusses •9. Siding; Nailinga/eneerStwxo-Mesh 10. Roof,Shthg-Roofing ' 11. Ext.; Stepa-Doors-Landings 12. Braced Wall.Panels Date Card B-1 Date 'Card B=1 Date Card B-1 - -Date Card B-1 . Date POOLS (Plans) OK except #'s 1. Setbacks -Easements. 2. Soils; Compaction -Structure Stability 3.' Pool Structure; Steel -Connections -Thickness ` Dead Men -Lin 4.4 4. Elec.; Receptacles and Lighting, Distarnx-GFI• % S. Elect; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries-Terminals-Listid ' 7. Elec.; Bonding-, Metal w/5 -Circulating Equip. -Heater, 8. Elec.; Grounding; Equip. w/5`Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. "Plumb.; Cir. Test -Water Supply Test. ' 11. Light Niche Date Card B-1 Date ' Card B-1 Date Card 8-1 Date Card B-1 ki i .1 '0K O = Not OK = NorA4*icable * = Not steady Date UNDERFLOOR (Plans) OK except #s J 1. ZoningSetbacks-Easments-RoodSlope ° F ; Main; Soils-Elec. Gmd.-/ / F `. Depth Ftg. Garage; SoilsSteel-Elec. md/ P Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ P Ftg. Depth 5. Stemwalls, Main;'Steel-Blockoyts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel .WV.; Fall -Fitting -Test 2 Way C/0 -Sewer Test C 1.05UF. Gas Pine: Size Anchors - Yard Gas Pioino: SbffeM7 RESIDENTIAL (Single & Duplex) L.W. Water Pipe; Test -Anchors -Regulator -Service Test 'V"- 12. Electric Underground 13. Pienums & Ducts; Clearance-MaterialSupport4ns. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date ard B-1 Date Card B-1 Date ��f;C C3id B-1 � Date Card B-1 Date 'A_ PLUMBING (PBrmM.OK excear#'s s gs & Ancho ailcti 7--13%4 Shower Pan; Test, First Floor -Tub Access 21. T t Tub & Shower, Second Floor -Tub Access Gas Pipe; Sae & Anchors Date 9 Card B-13 Date Card B-1 Date ���'��{/ Card B-1 W3 Date Card B-1 Date ELECTRICAL (Permit) OK except #s 23. FixtyK& Transformer Clearance -Ins. Protection t.*. Receptacles Spacing -Lights & Switches at Doors ze Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fastners-Bond Gas & Water ljppliance Circuts in Kitchen & Conductor Size GFI , '§Ubfeed Wire Size / / ga. Cu or Al-A.C. Wire Size / / ga Cu or AWire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI hb uu����30. Range Circ. / / ga Cu or Al -Oven Circ. / / ga Cu or A]Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI G; Aja Z ;ge-k Insulated Neutral 0 Yes 0 No vv . Service -Riser Conductors & Ground -Main Disconect 32. Vquip. Clearances Panels -Motors -Meth. Epuip. othes Closet Light -Shower Light -Spa Light . Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 7VECHANICAL (Permit) OK except #'s 3G! V!peFp, Exhaust above insulation C e sate Drain & Overflow, Size & Grade F ance-Vent Access -Comb. Air -Return Air Vent 115 outlet A ' ss & Platform if Furnace in Attic Date -7-'/V Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s Sit per Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound & Floor Nailing Stop in Walls (rat proof) ✓ -ire Stops, Furred CeilingsStairs-Chasers-Tubs eaders & Beams -Size & Bearing Date 1 tiling. Joist-Rftr. Ties-Purlin-roll BrafEIfGs-s Shfinn_-afn. Access; Size & Romex Protection -Draft Stop -Ins. Baffles rtn. Windows or Exiting Doors -Sill HgL & Dimensions . Garage Fre Protection Framing ( . " ings V,"Ext. D rs-One 3 -Check Garage 3rd Story, 2 Exits 1V Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Si ing-Nailing Veneer Fr-ttwcco Mesh -Drip Screed -Fd. Vents-Underflr. Access &%-'Shear Walls: N4Wg_ W9' -Vo,; 1;~( `7- 60. Br�ee Interior / Ext�e,(,ior I Panels '7— M vT 65. ace; Vents -Clearance -Comb, Air-Conector- - In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & labels ireplace or Stove, Clearance -Hearth L�Elec. Outlets at Wood Panel, Int. &Ext Kit. Fat. & Appliance; Ground. -Air Gap -Cooking Clearance lec. Outlets & Receticales at Kit. Counter Garage Fire Door; Swing -Landing -Closure Ly5!/ -C. Duct in Garage -Damper p >-Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Gara e; Above Floor -Meth. Protection Elec. & Mech. Equip. Listed for Location 8. Elec tacles in Garage G.F.I. -Romex Protection nsulation-Foam-Looked in Attic and rails & Deck Construction -Post Caps 81.81. Fdn -Crawl Hole Door Drainage & Wood -Earth Clearan Looked under Floor 0 Yes 82. Foil i nstld./Drive 0 Yes 0 No ks 0 Yes 0 No/Planters 0 Yes 0 No Brown -Finish v� C. Unit Disconnect, Elec 'cal- umbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throught House 90. Correc ' ns from Previous Inspections 9 est -Meters T ged, Gas -Electric W ewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date` 'r v(/Card B- Date Card B-1 Date) and 13-1 Date Card B-1 Datd Card B-1 ate Card B-1 Comments at Final: COUNTY OF BUTTE 1. BUILDING DIVISION ;t DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 1, 7 County Center Drive • Oroville, CA • (530) 538-7541 '.; �. CORRECTION NOTICE c 7—al� _. OWNER PERMIT NO. a-=` A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact is office immediately. r/ v t ✓ I. Date —SQ- t9Inspe REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE ziCck1-e97r°211�� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. j-�c-f c-, a -C 4't JThhave /J- Th , e a /l //V40 WOod OL -5 civ Date REV 10/92 Inspector :: -.. ��.�:��..�'r'��,,,;�,' mss*^"„ry► COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �A �p 1 ► 9-7- OWNER PERMIT A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you h y questions pertaining to this matter, or need additional explanation, please contact t ' office immediately. c.r q a 5 l Svc r 5 0 (A r- i a Date T:-0 r �� Inspector�—!s e - REV 10/92 "7T'ty� rt -..-v- v �=:Y. �"R �'.!14f�'S 'h Y�=�`i—._✓3-°.... s':�'-'-. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should b corrected. Please notice this office when correction of work is completed. If you have questions pertaining to this matter, or need additional explanation, please contact thi ice immediately. ' Aced 0 jo ce ��K 3 RfiTUi c fp A` r K Q 5 k 6 '0` U �LLf• �� Gee".'/•'-ct_ I Date / _ sg-.7 — / 2C Inspector REV 10/92 I��'°"�'1�':.`.oz.�..-��aR+:.ssa+.::F -i;s4�acr"*,-•+". ...:'r- COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE i care 11 i' 97 .?//C/ OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. e a s !).Qi /-'a'/.r Date 1-1 —t11 Inspector REV 10/92 �--'''�:-a-�la.e'¢�r"�='i'�a*�iE�:-�.=�'ak �' I'-7.-i1i7:+-`�...t'r�^'��`r•'°`� �`'�`•'...` n-s'^'�'; COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER ( PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the r above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r� e c/' S 1'00.x.. 'JS T i�l.lze 11aQJ D � � .5L'�,�/ � L'�o k/ANG �,��'1�/iusf `G��,[ �• � / / A,D A i62 e A, e, ' I!P/ Z D I Date REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE / OWNER PERMIT NO. A routine inspection indicates)hat the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. a V 3 l 44 iC !/ 7 HAl Co e r- jee- v: 5 ePIZ r s l D �- ✓� 1 N G' f a s < V- MVIT V-9- -i IS ad +r- u S 5 a p_X C. i I 1-v i 7,✓US .s Date ��r / Inspector REV 10/92 s COUNTY OF BUTTE =" BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 :z 7 County Center Drive • Oroville, CA • (530) 538-7541 F CORRECTION NOTICE a 'i OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this,.office when correction of,work is "- - completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Y Date,/'" / ]f Inspector REV 10/92 i i je ± Y Date,/'" / ]f Inspector REV 10/92 i LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 4246 La Porte Rd. Bangor Number and StreetCity Lot Number County Subdivision DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 13" Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. Ib. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Brand Name Johns Manville Thickness (inches) 6.5" Thermal Resistance (R -Value) R19 ( ) 4. RAISED FLOOR Material Fiberglass Batts Brand Name Johns Manville Thickness (inches) Thermal Resistance (R -Value) 5. SLAB FLOOR / PERIMETER Material Brand Name Thickness Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Thickness (inches) Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) indicated the Certificate of compliance, where applicable. as on C.L.#499150LOERKE Itenp INSULATION CO., INC. t— e�gs-- Signature, Installing Subcontractor Co. Name Or Contractor Name) Or Owner c3) 0 General (Co. Item #s Signature, Date Installing Subcontractor Co. Name)Or General Contractor (Co. ame) Or Owner Item #s Signature, Date Installing Subcontractor (Co. ameOr General Contractor Co. Name)Or Owner Job Name: ERRY FASZER - ZICARELLI RES. Truss ID: A2 5 Drw : PIS X -LOC REP= SIZE RQ2'D 'IOP GEM 2x4 FL #1 & Btr. :x4 c`•aitnixzas lateral FEB (QB), UPLSFP REAC-TICN(S) • 1 0- 1-12 226 3.50" 1.50" B7r CI -Lm 2x4 FL #2 2 12-11- 0 3015 3.50 3.22" 2x4 HF S19+I SILO 3-9 ®. n3ilecl w/2-llkl, located fc� segnatts. 1x4 'T" lbace railed flat to � of �b 1 -391# IItie ass is designed usitu the 3 33- 3- 4 539 5.50" 5'.5011 TVI B 2x4 HF STIatA/SILO wl ed. at 8" o.c. CR a scab (sate as v. --b) LIBC-94 Oxi`. 'TILS I7SIGN IS Ti E 014LCSrIE RES[.W OF 7` F>� AXL BM CSI KMPLE LOAD CASM. nailcsd to face of v&b w/10d at 8" o.c. If 2 ar-_ required, attach T" to both edges cr Bld3 Fhclese3 = Yes, F]�d Zone = Yes HIrricane/Cl�r Lime = No , = C 1 1556 ELATE VATSES PER ICBO REMWKi REFCRr #1607. `scab to both fares. If 3 on urge are req., Bldg Lith = 40.00ft, Bldg Fhdth = 98.00ft, .24 .55 .79 2 3005 .40 .55 ..95 Ind fcr 10 PSF non-ccrcurrent. Eal . 3 2944 .40 .38 .78 VM: Plates have been sized f� design -use (IB. 'T" cr scab n zst be 901 of web ;m th, and 2x6 if web is > 14'-0". CLB I4eart roof height = 21.65ft, MPH= 75 Classification= 4, Dead Iaad = 24.0 psf 4 891 .10 .80 .90 loads only. It is the fabrics Is 5 437 .06 .80 .86iHlity to aooamt fcr harndlirr3 fac cl sign is building designer. �oat.ron of uteric beanrrgs sl-nuld be ----------IlYD ARISE #1 DESIGN ---------------- Dir L.Plf L.Ioc R.Plf R.Lee U4,*M 1C Vert 72.0 0- 0- 0 72.0 31- 1- 2 6 -116 .00 .77 .77 @s in the si of plat - ' clearly perked az each truss. clearly .56 'IC Vert 88.0 31- 1- 2 88.0 33- 3- 4 Shim bearirgs (if r�nor rzeeqc� "��' ./ irtterion sgTcrt cr tatlxaary sharitg oust be in be&rce this truss. .45 BC Vert 16.0 0- 0- 0 16.0 33- 3- 4 .00. BC FORCE AXL END CSI FLA= BASED CN CREEK LLIvEER VALLES. place erecting 8.0 1 -1757 .05 .51 .56 2 -107 .00 .34 .34 3 -2995 .13 .68 .81 -7-30 r- LY f 1%2, 7 4 -1163 .32 .49 .61 ;UBC -94 5 -275 .01 .67 .67 Def. CYi.teria: 1+/240 3-9 FLFcY£ CSI 4-B FCRCE-2813 CSI 3-9 -425 .26 4-10 -2813 .80 Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 2M, Washir .,wri, DC 211036. cTL 2-8 443 .23 4-11 775 .40 2-10 -1298 .91 5-11 -653 .30 8-10 -1688 .66 L/5 6 IN 1,TIIN (12 (pin)' 6-10 9 6-11-11.3-9-12 L+ r FT MQId 11(s (LIVE) 6-111-1 7-6-1 -i � n AA &, -�c r„ e S +% 4 �j 5 ,PS ` IF -.44" D= -.53" T= -.9711 6-10-9 12-11-4 16.9-0 23-7-1 31-1-2 YY( V[ = Join Lontials 16-9-0 1 0- 0- 0 7 0- 0- 0 1 2 t 14-4-2 ;-4-14, 3 4 5 6iveOe /J t i 3 12-11- 4 9 12-11- 4 �5 4 16- 9- 0 10 12-11- 4 5 23- - 1 11 20- 5- 0 1 6 31- 1- 2 12 31- 1- 2 5-6 �� C? e r� If 3.5-6 1.5-3 I - 7-3-11 3.5-4 Q 19 Q�f $/0 ' O Ess �^� � r!l i /✓• 3.5-5 SHIP �Q�4 3-6 x ke- 4W 15 4"6 2.5 8-111-0-0 3-4 K 45982 ¢ - /vr' C ° c k Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame elates are Dositioned as shown above. OVER 3 SUPPORTS FA 7/27/98 Scale: 1/811 - 11 ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 79.3 WO: 6401 This design is for an individual building component. It las been based on specifications provided by the component manufacturer and done in (bg= gp Customer Name: accordance with the current versions of TPI and ABPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: BW #LC = 8 FASZER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain cat the loads utilized on TC Live 20.0 psf DurFacs L=1.15 P=1.15 H OM EWOO D this design meet or exceed the loading imposed by the local building code. It is assum,-d that the top chord is laterally braced by the roof or floor ® TRUSS sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral TC Dead 16.0 Rep Mbr Bid '1.15 support of components members only to reduce buckling length. This componea• she'.: not be placed in any environment that will cause the moisture psf content of the wood exceed 197 and/or cause connector plate corrosion. Pub,-;:ve, 'candle, install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 Trwwal Aysrems • Colorado 4445 No park, Ur., Colo Springs, CO !:0907 standards: "fRl IS(:OM MANUAL', by'fnnswal, 'QUALITY (:ONTROI. SI'.1VDAt2D FON METAI. PIATE CONNECTI3D WOOD TRUSSES' - 8.0 Desi Spec Design r : 'l1ANDLING INSTALLING AND BRACING METAL PLA'I'I. C•.NNE(-'fED WOOD TRUSSES' - (11113-91) and '11113-91 SUMMARY BC Dead P sf' ;UBC -94 IQST-88), SI IEEr by'fPl. The Truss PL•ue Institute (Ti,i) is located at 5x3 D'Onofrio :)rive, 1ladison, Wisconsin 53719. The Ameriato Purest and Paper Def. CYi.teria: 1+/240 Tp5.0 Version 03 .20.98 Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 2M, Washir .,wri, DC 211036. TOTAL 44.0 psf COUNTY QF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION J 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. )14 (Rev. 12/96) , APPLICATION AND PERMIT .. SESSOR PARCEL NUMBER AS - 028-100-025 ZONING A5 If BUILDING PERMIT IV OWNER DALE & TRE ANN ZICARELLI TELEPHONE SO. FT. OCC. BUILDING VALUATION 2267 R 122 418.00 OWNER'S MAILING ADDRESS 7871 M 17 784.00 CONTRACTOR'S NAME UNKNOWN TELEPHONE ' 6971 coy 9,061.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 814..50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 999-40 BUILDING ADDRESS 4946 T.A PORTE RD Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 56.00 Solar or heat pump water heater 23.00 Water piping 15.00 5.00 Each as water heater or vent 15.00 19. 00 TYPE OF WORK New Cf Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 = IX BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ i nn ELECTRICAL PERMIT Filing Fee 20.00 Main Service ,..Aoa'ss 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License w for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. Ias owner of the property, am exclusively contracting with licensed contractors io construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this F reason Main Service ( 200A TO ,000A 46.00 NEW CONST. DWELLING OCCUR OR ADONS. ( d ACC. BLISS. SO 3.5¢FT. NEW NON -RES DT R NCI-OUTCET @7,50 PowER APPARAruS b SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 2U@''50 BAL @ .50 Ex. Occu .DUrELErs A.IOOEE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 156A0 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number ! (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �( I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the worke mpensation provisions of section 3700 of the Labor Code, I shall fort ith c mply with those provisions.This q Date _ _ 6 _��_ Signature of Applic t j Owner ❑ Contractor ❑ Agent An OSHA permit is r quired for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. o[ MECHANICAL PERMIT Filing Fee 20.00 Heating FORZED ATTIC i +N 90-00 Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ 3 CONST. TYPE VN TOTAL FEE $ HAZ. D. FEES IMP FLOOD I CDF PAZFTCL I PD HD ISSUE permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fee been paid. By ate l` PERMIT EXPIRES ON Det ReceiptNo. 224652 - 632.40// 1113 10 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �I COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION] /y��I/9 7 C6unty Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. (Rev.12%96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER w .�1 (� � UV1�1� 1` ZONING BUILDING PERMIT OWNER S�L TELEPHONE SO, Fr, 0 C. BUILDING VALUATION OWNEWS MAILING AD ESS '7 ► I Vk ' C NIRA DR'S NAME M t TELEPHONE D e' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ' Fireplace Total Valuatlon $ 5 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee 20.00 Permit Fee $ / I ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ c2 C7 BUILDING ADDRESS 2 N4o ' Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME tQI f PARCEL MAP PLUMBING PERMIT Filin6 Fee 20.00 USEOFSTRUCTURE SF 4 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 ` �o Each as water heater or vent 15.00 ^. (,0 TYPE OF WORK New k Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 /S W Building sewer 15.00 Mobile Home I S I G I W@20.00 i PERMIT FEE $ (`6,0 ELECTRICAL PERMIT Fling Fee 20.00 600OR LES9 Main Service zo.A OR LESS 23.00 3 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ' ( g I and my license is in full force and effect. Class LIC. NO. ' OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so CCU000A NEW coNsr. owELLNG occuP. DWE200ALLING OR ADONS. ( & ACC. BLDS. 3.5Qso. C FT. NEW CONST. MULTI.OUTLET NON•RESID. @7.50 APPAiiArUS POT 6 SINGLE OUTLET C'.License Ex. Occup. OUTLET OR FOMFIES 20 O 1'00 BAL ® .w Ex. Occup. o„T,Et°�(RM.JE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ 60 go WORKERS' COMPENSATION DECLARATION 1 hereby affirm. under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: .Carrier Carrier Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 1 20.00 Heating &tJ n 4,,Lc-,Vv�Q, L)D Cooling Hood 6.50 Ventilation 4.527 PERMIT FEt ! Mobile Home Installation Fee $ Energy Inspectio Fee $ 7 T TOT L FEE $ `79Cp, HAz. ,/ D FEES IMP FLooD COF PARC Po PD HO UE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. to Receipt No. WHITE-D.D.S.-B.D.'CANARY-A ESSOR PIN SPECTOR GOLDENROD -APPLICANT M -i .!,L-4— �r..rn.Q.��. X1991 G�� cY f . J f a COUNTY -OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 2 i t y' -e, I l t ASSESSOR PARCEL ER: Q z-- — Q Proposed Building Use: Q� i 7 Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permitproc ssmi and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans- ------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ;0 . ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans - -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 9 , 06. Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ----------------------- =--------------------------------- ❑ 8. Hazardous Material Form. ---------------------------------------------------- ===-------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications. ------------------ Feesof $. ------------------------------------------------------------------------------------- pact fees as shown on the attached schedule.___ --- --------- ------- --------------------------------- California Department of Forestry plan approva fees - ---- --------------------------------- Ell 3. Flood elevation certificate. ------------------ --------------------------------------------------------------------- NA14. Sanitation and plot plan approval iaV ` Health Department. ------------------------------------------- ya ❑ 15. City of Chico plumbing permit- ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ------------------------ XEncroachment Permit for driveway (construction approval prior to occupancy). q�� �!- ------ ❑20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). -------- 0 22. Workers' Compensation carrier and policy number. ------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ---------- 024. Letter of signature authorization-----------------------------------------------------. <Recorded copy of Agricultural Acknowledgment Statement- ---------------------- 026. Letter of intent on building use. ------------------------------------------------------- ❑27. Manufactured Home utility clearance. -----------------------------------------------. ❑28. Existing violations and/or expired permits. ------------------------------------------ El 29. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ C-130. Other: you issue the permit, process as follo s Mail to owner, ail t ntractor. Telephone and a i �e r �7c(,- 8g7s 1 Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ther: ❑ Deliver with inspector. Date: ?/.4 Date:_ By: Date: By: 1. Index permit application for the above items numbered:/ / Vj ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: %l Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. _ e "d �� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ,�DJC�Lr 2<4AFI-L( FA-tV A) L A - Owner Location E.H. USE ONLY Plot Plan Attached d1 Floor Plan Atta ied�17 Sent to B. Plan Approve e is J Water Supply:_ Public ,no. Ot eClearance fo �1 Hold final fo Final cle nce O.K. for: NOTE: i Environmental Health Specialist 8/96 AP# Private Well Date „�.. :. iT. ;;:;•ur :.1, 1Ar 7-_97"Y'a�.7r;;..s- 7 i-. ,yrT, 'u�+j`,�ix '' ”` "`f�^SS'r-1-9,-•.v..-.T..�q:•e.e• vr..a•i^+*"r` rye ^'. .•�.Y. ,� �,.-�.. ,•�....,...-�r �;. �s�:: - i ` . COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER �21(7�If "l PROPOSED BUILDING USE JA Q J j) 1. BUILDING PERMIT FEES -- Balance Due ...... ) ......... $ -- Additional Fees Due ........... $ A. P. DO — D;I!J DATE — /C k? REC # DATE REC j; ,-7 r -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) IO b! 9P __g�3 . SHERIFF FEES (paid at Building Division) esidential ........ x $360.00 = $_ aY13 01 a zi Units Commercial (sq.ft.)..., x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES ' x$425.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion #� ) $200.00 (paid at Building Division) °01 �t 9. CSA 87 TRAFFIC FEEE- — $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are requ ed o be pard prior to issuance of the building permit. The s may be changed during the plan checking process=, f APPLICANT / DATE Original -Owner Copy -Building Div. (Rev '12/96) _ _ .. .. .. - i" . .. .. - .' � �. � .. i .. � � r . '� . � ... �_ ,. 4 � ., � .. .. _ �. .. - - � � _ . �� _� � .. 1, ( ' , � '; i � � � .�. 1 �, , 1 •� O'Connor Freeman & Associates, Inc. civil, structural, & electrical engineering October 24, 1997 Structural Design Calculations Project: Zicarelli Residence 4246 La Porte Rd. Butte County, California Client: Faszer Design Job #: E971021 Contents: Criteria.............................................................1--3 LateralAnalysis..............................................4 - 7 Submitted by: Karl A. Freeman, P.E. RCE #50639 sth/KAF 1912 F Street, Suite 110 ■ Sacramento, CA 95814 ■ (916) 441-5721 ■ fax (916) 441-5697 O'Conn' Freeman & Associates Civil, Structural & Electrical Engineering Services 1912 F Street, Sulte 110, Sacramento, CA 95814 Phone: (916) 441-5721 Fax: (916) 441-5697 Date Sheet I Of Job# By Revised ...... Live Loads .....:...:...:..... .............. ... ...Dead :Load .................. . . . . . . . . . . Roof N6' :"'"'"'"'Live Load : s ..... . :Snow: Load s .... Case Case_ ...........'0.: .:.......2.8. Miscellaneous ......................... 1:4 A2 :............:...:...._ 20..............................n/a ................ Roofir g;j Psf.............:..............1;0.4 Sfieattiiiig :..: .......................... :T:S f raining ... .................' .:.......2.8. Miscellaneous ......................... 1:4 .Subtotal;. sf:....� ......:...:......:.....15.� IstooeCorrection —ase:"a" 1/(cos.(atan.(slo e))} ...:..:.....:...:...:1,.000 ............................28 Fiziis]i psf Framing: ... ...:...:.. 1:2Sf Insulation................................10 .,...Case.:"b" Miscellaneous: 1.:0 Total;; sf................:...............60 1/(cos.(atan.(slo e))} ...:..:.....:...:...:1,.000 ............................28 Fiziis]i psf Framing: ... ...:...:.. 1:2Sf Insulation................................10 .,...Case.:"b" Miscellaneous: - .....:...........:......Ceiling: Live toad .. ... (Need riot be consrdered'witfi'other ................... ... ... .............. .......... ...:...:.. 1:2Sf Insulation................................10 Miscellaneous: 1.:0 Total;; sf................:...............60 Roof Loads "' ....:...:...:...:..... .:...:... :... Dead Load ,.DeadLoad.:......: I3+L w/o . D+).w/.. .,Load.Duration,;=1,25.; .. , .� ' ' . ' Live Load: w/o Ce11in "w/ Ce11in . ;. ...:.:.: Ceilin Ceiling' .:........Case:"a".......... ....:..1:7....:..�....:... �3....�..:...:..:16:..:...:.0.:...:..33 ... '......:.39.:...:. Case: b l:6 -:4-:j--4: -:-224-:� ... .. . ... .. .. ....:...:...:.........:...:live loads ....... ... ........................................................... Total ......Wall..wPiah:tc...... ..36 .............a2..:...:. ......Fvtnrinr.Wall.:...:...:... ..:...: ....................................:...interior Wall..:... .....................................:....... O'Connor Freeman & Associates Civil, Structural & Electrical Engineering Services 1912 F Street, Sulte 110, Sacramento, CA 95614 Phone: (916) 441-5721 Fax: (916) 441-5697 Dote Sheet Of Jobb By Revised .................. (CO: it............:...................................................................... ............................................. . Floor Loads: Dead Load:. Live:Load: ................ _._ Standard. floor...:... _. ..... 40.psf ....................:.. ............... . . ... Balconies &Decks ......60 sf...................... . ........................ ............ _ ....Total.flooi Load ..................... +L): ..................... .. •Standard floor..:. ...50 psf........... Balconies' & Decks :70...sf ...:... .....:. . O'ConnorFreeman & Associates Civil, Structural & Electrical Engineering Services 1912 F Street, Sulte 110, Sacramento, CA 95614 Phone: (916) 441-5721 Fax (916) 441-5697 Date Sheet )//J Of Job# 9y Revised All owable'Bearing Pressure (UBC minimum) = ' 1000 ps Allowable.Ind.ease.in Beaiin .Pzessuie.^.:...:...:...: g 20./0 ° pi.aild:'l.,ft..:of depth Lateral sliding Friction = :130 ps Allowaiile Passwe Pressiire T 100 psVft E uivalent Fluid pressure-.= ................................. ...35 . c N / "- , L i S • u � T r.o I i vl I al i I T_. • v cA U Q I , 1LJ t • � ---- - � _- es r �� I v 1•- 1• � - r w I ,�. Vii- � - is S \ g� sal— 1 �� o s ., 01I =Ai•►. ��? �-`I � Tom;' � I ,ui o°� � � �� : I V •\ ?—_t' �-{rl1,W ill-.' ,o_l.� Z. III � I I NIJL,d a �' O'Connor Freeman & Associates Civil, Structural & Electrical Engineering Services 1912 F Street, Suite 110, Sacramento, CA 95814 Phone: (916) 441-5721 Fax: (916) 441-5697 Date heet /_ot {/� Job# By Revised O'Connor Freeman & Associates Civil, Structural & Electrical Engineering Services 1912 F Street, Suite 110, Sacramento, CA 95814 Phone: (916) 441-5721 Fax: (916) 441-5697 Date Sheet Of Job# By Revised Associate- s F & O'Connor Civil, Structural & Electrical Engineering Services 1912 F Street, Sulte 110, Sacramento, CA 95814 Phone: (916) 441-5721 Fax: (916) 441-5697 Date Sheet ^ , Of Job# By Revisedd'jj� SCISSOR TRUSSES ® 24" O.C. E.N. E.N. .N. H1 CLIP 2x FASCIA EA. TRUSS U.O.N. ON PLAN ALTERNATE IF SCISSOR TRUSSES ARE USED 1/2" CDx MFG. ROOF PLYWD TRUSSES 24" O.C. E.N. 1/2" CC GR4ADE PLYWOOD .N. LS50 CLIP @ 48" O.C. 2x FASCIA U.O.N. ON PLAN DBL. TOP PLT. 2 x BLKG. w (2) 16d TOE— 2x STUDS NAILED @ EA. T6" O.C. END INTO TOP CHORD OF TRUSS SHEAR WALL AS RE AS QURED — SEE PLAN ROOF EAVE SHEAR TRANSFER S C A L E 3/4°=1'-0" EDGE NAIL o/ BLKG. 1/2" ROOF PLYWD. 2x BLK. BTWN. (2) 16d TRUSSES EA. END 8d ® 6" O.C. N. 2x KICKER @ 8' O.C. — NAIL TO (3) 16d TOP PL. & TOP FACENAILED CHORD OF TRUSS VERGE RAFTER 2x4 FLAT ® 24" O.C. AS OCCURS MFG'D TRUSSES 24" O.C. NON—STRUCTURAL TRUSS w/ 2x STUDS ® 16" O.C. 45' MIN. 60' MAX. PLYWOOD SHEATHING & NAILING SAME AS E.N. BELOW LS50 CLIP ® 16" O.C. E.N. U.O.N. ON PLANS 16d 6" O.C. 2x STUDS ® 16" O.C. E.N. PLYWOOD SHEAR WALL AS REQUIRED — SEE PLAN ALTERNATE S C A L E GABLE END DETAIL 3/4"=1'-0" 1/2" CD—EXT. PLYWOOD 8d 0 6" O.C. MFG'D TRUSS 1/2" PLYWD /VERGE SHEATHING w/ SAME NAILING RAFTER AS ROOF PLYWD I d 2x4BLK.— IN WEB OF TRUSS—MATCH TOP OF LOWER TRUSS i MFG'D. TRUSS 16d ® 8" O.C. LOWER TRUSS SCALE TRUSS -TRUSS SHEAR TRANSFER 3,4' -o" 1/2" ROOF PLYWD. 2x6 FLAT w/ (2) 16d PER TRUSS EXTEND ROOF SHEATHING — BELOW CALIFORNIA FRAMING 2x SOLID BLKG BTWN ROOF TRUSSES, NAIL W/ 16d ® 8" O.C. ROOF FRAMING DETAIL CALIFORNIA FRAME W/ 2x6 RIDGE BOARD & 2x4 RAFTERS @ 24" O.C. PROVIDE STRUTS ® 48" O.C. ONTO TOP CHORD OF MAIN ROOF TRUSSES. E.N.GIRDER TRUSS COMMON ROOF TRUSS TYP. HANGER— SEE PLANS BEARING WALL AS OCCURS SCALE 3/4"=1'-0" COLLECTOR —� TRUSS: SEE PLANS 16d 6" O.C. PLYWD. SHEAR — WALL AS REO'D: SEE PLAN R 1/2" CD PLY. W/Sd — COMMON NAILS 2 1/2" O.C. B.N. & 4" O.C. PLY. EDGE NAILING & 12" O.C. FIELD NAILING E.N. E.N. PLYWD. SHEAR - WALL AS REQ'D: SEE PLAN 2x12 CONTINUOUS ALONG LENGTH OF WALL �16d @ 6" O.C. 2x STUDS m 16". O.C. N 11 1/4" FRO SHEAR TRANSFER DETAIL S C A ` E 314'=I' -O" COLLECTOR TRUSS: SEE PLANS E.N.2x BLKG. /'W/16d 4 O.C. -2x4 DF #2 ® 16" O.C. LS50 CLIPS ® 16" O.C.(U.O.N.) 2x STUDS @ 16" O.C. SHEAR TRANSFER DETAIL S C A ` E 314'=I' -O" 1/2" COX PLYWD MFG'D ROOF TRUSSES 24" O.C. EQ. EQ. TOP PLATE STRAP J SEE PLAN f- 2 x STUDS FOR TYPE ® 16" O.C. SCALE SHEAR TRANSFER DETAIL 3,4pA L E NOTE: ST6224 STRAPS CAN BE OMITTED PROVIDED PLYWOOD EXTENDS FROM SILL PLATE TO DOUBLE TOP PLATE WITH- OUT ANY BREAKS -- EDGE NAIL @ BOTTOM OF HEADER, DOUBLE TOP PLATE, AND IN LINE WITH HOLDOWN POSTS. PLYWD FIELD NAILING PLYWD EDGE NAIL'G STAGG'D INTO KING STUD & HOLDOWN STUD ST6224 STRAPS DBL. TOP OVER PLYWOOD PLATE CENTER OF HOLDOWN POSTS HOLDOWN POSTS II CONTINUOUS HEADER DETAIL VA 1 PLYWD EDGE NAILING AS PER SHEAR WALL SCHEDULE SCALE SHEAR PANELS (SEE PLANS) EDGE NAIL AT 4x BLKG. (TYPICAL) ST6224 2x TRIMMER 4x BLKG. ONE BAY EACH SIDE OF HEADER 2x TRIMMER ST6224 4x BLKG. SHEAR WALL OPENINGS S C A L E 3/4"=1'-0° S H E A R W A L L S C H E D U L E SHEATHING BLOCK EDGE FIELD ANCHOR BOLT SPACING 5 SILL PLATE REMARKS 5/8" DIA. 1/2" DIA. MAS MARK REQUIRED EDGES NAILING NAILING NAILING O 3/8" CDX YES 8d @ 6" 8d @ 12" 56" O.C. 38" O.C. 30" O.C. 16d @ 6" 1, 2, 3 PLYWOOD © 3/8" CDX YES 8d @ 4" 8d @ 12" 38" O.C. 26" O.C. 20" O.C. 16d @ 4" 1, 2, 3 PLYWOOD © 3/8" CDX YES 8d @ 3" 8d @ 12" 29" O.C. 20" O.C. 16" O.C. 16d @ 3" 1. 2. 3 PLYWOOD D 3/8" CDX YES 8d @ 2" 8d m 12" 22" O.C. 16" O.C. 12" O.C. 16d ® 2" 1, 2, 3, 4 PLYWOOD 1. ALL NAILS SHALL BE COMMON WIRE NAILS AS PER TABLE NO. 25—G UNLESS OTHERWISE NOTED. 2. 5/8" THICK T1-11 SIDING w/ 1/4" DEEP GROOVES MAY BE SUBSTITUTED FOR 3/8" CDX PLYWD. J. CONVENTIONAL SOLE PLATE NAILING, 16d @ 16" O.C. MAY BE USED IN LIEU OF SOLE PLATE NAILING INDICATED IN SCHEDULE ABOVE ON EXTERIOR WALLS ONLY. 4. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. 5. "SIMPSON" MAS ANCHORS — SEE "SIMPSON" CATALOG FOR MORE INFORMATION. GENERAL SHEAR WALL NOTES (APPLIES TO ALL SHEARWALLS) 1. TO REDUCE BUCKLING OF PLYWOOD SIDING OR SHEAR PLYWD, PROVIDE A 1/8" GAP AT ALL EDGES UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER. 2. ORIENTED STRAND BOARD (OSB) SHEATHING MAY BE SUBSTITUTED FOR PLYWD SHEATHING IN ALL CASES PROVIDED THAT THE OSB SHEATHING HAS THE SAME THICKNESS AND SPAN RATING AS THE PLYWOOD SHEATHING SPECIFIED. (1994 UBC 2302.1 & TABLE 23—I—K-2) 3. INSTALL ALL SHEAR WALL SHEATHING PRIOR TO INTERIOR WALL CONSTRUCTION. 4. IF PLYWOOD SHEATHING IS CONTINUOUS THEN THE PLYWOOD SHEATHING CAN BE APPLIED TO EITHER FACE OF THE WALL. (ie. NO BREAK RESULTING FROM INTERIOR WALL INTERSECTION) H 0 L D 0 W N S C H E D U L E MARK SIMPSON HOLDOWN POST HOLDOWN REQUIRED REMARKS TYPE POST FASTENERS ANCHORS EMBEDMENT Al STHD14 (2) 2x STUDS (38) 16d SINKERS N / A N / A SEE NOTE 2. 3, 6 SEE DETAIL 1/SN 2 PHD6 (2) 2x POST (18) SDS 1/4 x 3 7/8"0 14" SEE NOTE 1, 5, 6, 7 WOOD SCREWS 1. ANCHOR BOLTS SHALL BE ASTM A307 THREADED ROD MATERIAL FOR ALL FIRST FLOOR HOLDOWNS (U.O.N.). SEE THE "SSTB ANCHOR BOLT DETAIL" ON THE DETAIL SHEET. HOWEVER, THE FOLLOWING SSTB ANCHOR BOLTS MAY BE SUBSTITUTED FOR THE THREADED ROD ANCHOR BOLTS FOR THE FOLLOWING HOLDOWNS: HOLDOWN I MONOLITHIC POURI TWO POUR PHD6 I SSTB28 I SST834 2. USE "SIMPSON" N16 FASTENERS (16d SHORTS) FOR ALL STRAP TYPE HOLDOWNS. 3. 16d SINKERS (9 go. x 3 1/4") OR 10d COMMON NAILS MAY BE SUBSTITUTED FOR N16 (16d "SHORTS) FOR THE HTT22 & "STHD" OR "LSTHD" STRAP TYPE HOLDOWNS ONLY. 4. 5/8"0 SSTB MAY BE SUBSTITUTED FOR 3/4"0 THREADED ROD ANCHOR BOLT PROVIDED A DOUBLE WASHER IS INSTALLED BELOW NUT. 5. SEE "SIMPSON" CATALOG C-97 FOR WOOD SCREW FASTENER INFORMATION. 6. HTT22 OR PHD6 HOLDOWN CAN BE USED IN LIEU OF THE "HPAHD" OR "STHD" OR " LSTHD" STRAP TYPE HOLDOWNS IN ANY CASE. Z IF ANCHOR BOLT IS MISINTALLED, THEN USE "SIMPSON" ET22 OR SET EPDXY—TIE ADHESIVE. THREADED ROD SHALL BE EMBEDDED 6" INTO (E) CONCRETE AND 6" (MIN.) AWAY FROM CORNER. GENERAL HOLDOWN NOTES (APPLIES TO ALL FIRST FLOOR HOLDOWNS) 1. NOT ALL HOLDOWNS INDICATED ON THIS SCHEDULE WILL BE USED FOR THIS BUILDING. CONTACT THE PROJECT ENGINEER WITH ANY HOLDOWN QUESTIONS. 2. SPECIAL INSPECTION BY AN INSPECTOR APPROVED BY THE CITY OR COUNTY BUILDING DEPT. SHALL BE PROVIDED FOR ALL EPDXY ANCHOR BOLT INSTALLATIONS. And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 97-037:382I Rec Fee I IHF Recorded I Cash Official Records I County of I Butte I Candace J. Grubbs I Recorder I 11:14am 6 -Oct -97 I PUBL 5.00 2.00 7.00 XX 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including. but not limited to herbicides. pesticides. and 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 purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal. necessary farm operations. All that real property situate in the County of Butte, State of California. described as follows: Parcel 2, as shown on Parcel Map of a portion of Sections 12 and 13, Township 17 North, Range 4 East, and a portion of Sections 7 and 18, Township 17 North, Range 5 East, M.D.B. &M, which Parcel Map was filed in the office of the Recorder of the County of Butte, State of California, January 17, 1980 in Book 75 of Parcel Maps, at pages 58 and 59. Together with easements for roads, public utilities and water lines, as shown on said Parcel Map. Date: In h 1q7 PROPER O RS: State of California ) County of 5.,9 �WI27C_-All-o ) On /Z}-/- q� before me, ,G/gL1 g(gf ,LL personally appeared -AA�4Z-_ 44NJ-) L,CF_ i}AJA) 'personalh known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/theLexecuted the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. LAURA M GILL Signature Q /; l`" Seal - .A. P.# COMM. #1121646 c NOTARY PUBLIC - CALIFORNIA) L SACRAMENTO COUNTY n ft im, €ai , Jan. 2, 2001 NOTE TO RECORDER: DO NOT RECORD THIS SIDE Instructions for recording Agricultural Statement of Acknowledgement: A.A. 1 Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). Property owners must sign in the presence of a Notary Public and have the form notarized. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday - Thursday). OVER 0 L A N D O F NATURAL W E A L T H A N D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 10/20/97 FAX: (916) 533-2140 JERRY FRASZER JR., ARCHITECT 910 SUNRISE AVENUE ROSEVILLE, CA 95661 Re: B•P.#97-2114 ZICARELLI A.P.# 28-100-025 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [x] Comply with Plan Check List [ ] Resubmit Plans w th Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. I Sincerely, LINDA SEXTON - PLAN CHECKER J) PERMIT APPLICANT ICARELLI PST NO. 97-2114 ASSESSOR PARCEL NO. 28-100-025 DATE 10/16/97 The above referenced building plans were reviewed by this office. Provide additional informatio. and/or make appropriate revisions to plans, specifications, and cal ulations as follows: 1. PLEASE MAKE SURE TH T AT LEAST ONE WINDOW IN THE BEDROOMS MEET EMERGENCY EGRESS REQUIREMENTS. (LUANN'S ROOM, DALE'S STUDY, AND THE MASTER BEDROOM) 2. PLEASE MAKE SURE ALI, ROOMS HAVE WINDOWS WHICH OPEN ENOUGH TO PROVIDE 5% NATURAL VENTILATION. 3. HAVE HOMEWOOD TRUSS INDICATE THAT TRUSS A2 WILL SUPPORT THE EXTRA LOAD FROM THE MECHANICAL UNIT WE NEED 1 MORE SET OF TRUSS ENGINEERING. 4. PLEASE SHOW ALL BRA ING ON THE FLOOR PLAN. (INTERIOR ALSO) LATERAL DESIGN IS REQUIRED AT PORCHES, GARAGE AND DINING ROOM. 5. THE WALL BETWEEN'LU NN'S ROOM AND THE HALLWAY IS A TRUSS BEARING WALL. PLEASE PROVIDE A FOOTING UNDER THAT WALL. LINDA SEXTON - PLAN CHECKER If you wish to discuss any requirements, you may contact meat (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. 7 �� +sem �. . .I -�.r .•.�..�...•...n..... . ..�. « Y'j I I P�1 S - Co-, f I vi. l VSS c al GS r - t?Cde-.. , v�-i r -o i I_i e4 'ere [S VL � i Vl_ _ jo c� [Al � �_ r �V1 I. i OCT 15 1997 BUIL"D"1XG DIVISIp\� 1` Jerry Faszer Jr. architect (916) 786-8475 910 Sunrise Avenue, Roseville, California 95661 RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: BUILDINGPERMITNUMBER PLAN CHECKER: A P. NUMBER: /e-0 0 � S Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 37 exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS* Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? a July 1996 3.2 "fairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fine hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design Flashing at all exterior openings. C.D.F. responsible area requirements. 7 M/ ,,"� July 1996 3.3 P 15--- _ :th.ee�. ---�-c-- f r�1e p-rL-456 aF I vu-1���� �- es i-� o s —dee �_n�h i CI i �• t'' � .. • e- .� i � � ` ., r� 1 +, r y l ' L � - 1 1 � , a � , i �� -i v � �, i � w i J 1 ____ ` _ 1 .. } i �;�, T APPLICANT ZICARELLI PERMIT NO. ASSESSOR PARCEL NO. 28-100-025 97-2114 DATE 10/16/97 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: 0 Yes 0 A-ej �j .� S PLEASE MAKE SURE THAT AT LEAST ONE WINDOWIIN THE BEDROOMS MEET EMERGENCY EGRESS REQUIREMENTS. (LUANN'S ROOM, DALE'S STUDY, AND THE MASTER BEDROOM) PLEASE MAKE SURE ALL ROOMS HAVE WINDOWS WHICH OPEN ENOUGH TO PROVIDE 5% NATURAL VENTILATION. Y-0 5 6 k - "HAVE HOMEWOOD TRUSS INDICATE THAT TRUSS P(ILL SUPPORT THE EXTRA LOAD FROM � THE MECHANICAL UNIT. WE NEED 1 MORE SET OF TRUSS ENGINEERING. 4. PLEASE SHOW ALL BRACING ON THE FLOOR PLAN ,(INTERIOR ALSO) LATERAL DESIGN IS REQUIRED AT PORCHES, GARAGE AND DINING ROOM. _0 � ewe mol ili�eerm � THE WALL BETWEEN LUANN'S ROOM AND THE HALLWAY IS A TRUSS BEARING J WALL. `J PLEASE. PROVIDE A FOOTING UNDER THAT WALL. Te r� LINDA SEXTON - PLAN CHECKER If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. TITLE 24 REPORT FOR: Zicarelli Residence Parcel 2 La Porte Road Butte County, California PROJECT DESIGNER: Faszer Design 310 Sunrise Avenue Roseville, CA 95661 (916) 786-8475 REPORT PREPARED BY: Accurate Energy 9339 Matador Way Sacramento, CA 95826 (916) 368-8666 Job Number: 97395 Date: September 22, 1997 Building Department Copy Table Of Contents for Title 24 Report ------------------------------------- CoverPage.......................................................... 1 Table of Contents ................................................... 2 Form CF -1R Certificate of Compliance ................................ 3 Form MF -1R Mandatory Measures Checklist ............................. 5 Form C -2R Computer Method Summary (Points) 7 Form P -2R Point System Summary ...................................... 10 Form ENV -3 Construction Assemblies .................................. 11 HVAC System Loads Summary ........................................... 19 Form CF -6R Installation Certificate ................................. 20 CERTIFICATE OF COMPLIANCE - Residential (part 1 of 2) CF -1R page 3 of 20 --------------------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 Address: Parcel 2 La Porte Road Butte County, California IBuliding Permit No Designer: Faszer Design jChecked by 7 Date Documentation: ACCURATE ENERGY ICOMPLY 24 User 3119 --------------------------------------------------------------------------- GENERAL INFORMATION Compliance Method: COMPLY 24 version 5.10 Climate Zone: 11 Conditioned Floor Area: 2267 sqft Building Type: New Occupancy Type: Single Fam Det Building Front Orientation: 40 deg (NE) Number of Dwelling Units: 1 Floor Construction Type: Slab on Grade BUILDING SHELL INSULATION Component U -Value Location/Comments R-19 Wall (W.19.2x6.16) 0.065 Residence Solid Wood Door 0.387 Residence R-19 Garage Wall 0.061 Residence Garage Wood Door 0.323 Residence R-13 Wall Attic 0.091 Residence R-38 Roof(R.38.2xl4.16) 0.028 Residence Slab Perimeter w/R-0.0 0.900 Residence Slab Perimeter w/R-0.0 0.550 Residence Slab Perimeter w/R-0.0 0.500 Residence Slab Perimeter w/R-0.0 0.720 Residence FENESTRATION Shading Devices Frame Orient. Area U -Val --------- ------ Type Interior Exterior OH SF Type ----- Front (NE) 16.3 0.72 ------ Double ------------------------------ Std Drape none -- -- ----- N N Metal Front (NE) 144.0 0.87 Double Std Drape Standard Bug Scr N N Metal Left (SE) 30.5 0.87 Double Std Drape Standard Bug Scr N N Metal Back (SW) 81.0 0.77 Double Std Drape none N N Metal Back (SW) 24.0 0.87 Double Std Drape Standard Bug Scr N N Metal Right (NW) 46.0 0.87 Double Std Drape Standard Bug Scr N N Metal THERMAL MASS Area Thick Type --------------------- Covering -------- (sf) (in) Location/Description Concrete, Heavyweight Exposed ----- ----- ------------------------------ 840 4.00 Slab on Grade Concrete, Heavyweight Covered 1427 4.00 Slab on Grade CERTIFICATE OF COMPLIANCE - Residential (part 2 of 2) CF -1R page 4 of 20 ---------7----------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 1 Documentation: ACCURATE ENERGY 1COMPLY 24 User 3119 --------------------------------------------------------------------------- HVAC SYSTEMS Minimum Distrib Type Duct TStat System Type Efficiency and Location RVal Type Location/Comments ------------------------------------- ---- ------ ----------------------- Furnace 0.800 AFUE Ducts in Attic 4.2 SetBck HVAC SpltAirCond10.000 SEER Ducts in Attic 4.2 SetBck Water No. Tank Ext. WATER HEATING SYSTEMS Heater in Energy Size Insul System Name Distribution Type Type Sys Factor (gal) R -Val ----------------------- ------------------ ------- --- ------ ----- ----- 50 Gal or Less EF=0.56 Standard StorGas 1 0.56 50.0 0.0 AFUE WATER HEATER EQUIPMENT DETAIL /Rec Rated Stdby Tank Pilot System Name System Type Eff Input Loss R -Val Light ----------------------- ----------- ---- ----- ----- ----- ----- 50 Gal or Less EF=0.56 DomesticHW 0.000 0 0.000 0.0 0 SPECIAL FEATURES/REMARKS COMPLIANCE STATEMENT This Certificate of Compliance lists the Building features and performance specifications needed to comply with Title 24, Parts 1 & 6 of the Califor- nia Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single Building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section DESIGNER or OWNER DOCUMENTATION AUTHOR (Per Business & Professions Code) Jennifer A. Somoff Faszer Design ACCURATE ENERGY 910 Sunrise Avenue 9339 MATADOR WAY Roseville, CA 95661 ? SACRAMENTO, CA 95826 (916) 786-8 75 Lic #:OLA J�I (916) 368-8666 s- Signa ure ate) i a t e ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signa ure 7 s amp a e MANDATORY MEASURES CHECKLIST (part 1 of 2) MF -1R page 5 of 20 ---------r----.------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 Documentation: ACCURATE ENERGY ICOMPLY 24 User 3119 --------------------------------------------------------------------------- NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Enforcement o Sec. 150(a): Minimum R-19 ceiling insulation. o Sec. 150(b): Loose fill insulation manufacturers labeled R -Value. o Sec. 150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). * o Sec. 150(d): Minimum R-13 raised floor insulation in framed floors; Minimum R-8 in concrete raised floors. * o Sec. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. o Sec. 118: Insulation specified or installed meets California Energy Commission quality standards. Indicate Type & form. o Sec. 116-117: Fenestration Products, Ext Doors & Infil/Exfil Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label w/certified U -Value c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. o Sec. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. o Sec. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. o Sec. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper.and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST (part 2 of 2) MF -1R page 6 of 20 --------------------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 Documentation: ACCURATE ENERGY ICOMPLY 24 User 3119 --------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Enforcement o Sec. 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. o Sec. 150(1): Setback thermostat on all applicable heating systems. o Sec. 150(j): Pipe and Tank Insulation 1. Indirect hot water tanks (eg unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non -recirculation systems, insulated (R-4 or greater. 3. All buried or exposed piping insulated in recirculation sections of hot water system. 4. Cooling system piping below 55 F insulated. 5. Piping insulated between heating source and indirect hot water tank. o Sec. 150(m) Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible manually operated dampers. o Sec. 114:Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. o Sec. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light. (Exception: Non -electrical cooking appliance with pilot < 150 Btuh) LIGHTING MEASURES o Sec. 150(k): Lighting - 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY (part 1 of 3) C -2R page 7 of 20 --------------------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 Documentation: ACCURATE ENERGY ICOMPLY 24 User 3119 ---------------------------------------------------------------------------- POINT SYSTEM COMPLIANCE SUMMARY Proposed Design Point Score Budget Compliance Point Goal GENERAL INFORMATION Compliance Method: Climate Zone: Conditioned Floor Area: Building Type: Occupancy Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Floor Construction Type: Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: 0 Points *BUILDING COMPLIES* 0 Points COMPLY 24 version 5.10 11 2267 sqft New Single Fam Let 40 deg (NE) 1 1 Slab on Grade 19723 cuft 2267 sqft 2267 sqft BUILDING ZONE INFORMATION Floor # of Vent Zone Name Area Volume Units Zone Type TStat Type Hgt Area ----------------------- ----- ------ -------------------------- --- ---- HVAC 2267 19723 1.00 Conditioned Setback 2 n/a OPAQUE SURFACES Act Solar Type Area U -Val Azm Tilt Gains Form 3 Reference Location/Comments ZONE NAME = HVAC Wall 474 0.065 40 90 Yes R-19 Wall (W.19.2x6.16) Residence Door 23 0.387 40 90 Yes Solid Wood Door Residence Wall 296 0.065 130 90 Yes R-19 Wall (W.19.2x6.16) Residence Wall 487 0.065 220 90 Yes R-19 Wall (W.19.2x6.16) Residence Wall 84 0.065 310 90 Yes R-19 Wall (W.19.2x6.16) Residence Wall 197 0.061 310 90 No R-19 Garage Wall Residence Door 20 0.323 310 90 'No Garage Wood Door Residence Wall 81 0.091 40 90 Yes R-13 Wall Attic Residence Roof 2267 0.028 40 22 Yes R-38 Roof(R.38.2xl4.16) Residence COMPUTER METHOD SUMMARY (part 2 of 3) C -2R page 8 of 20 7 ------------------------------------------------------------------ Project Name: Zicarelli Residence (Date: 9/22/1997 Documentation: ACCURATE ENERGY ICOMPLY 24 User 3119 --------------------------------------------------------------------------- PERIMETER LOSSES F2 Insulation Type Length Factor R -Val Depth Location/Comments --------- ------ ------ ----- ----- ----------------------- ZONE NAME = HVAC Exposed 26.5 0.90 0.0 0 in Residence Exposed 54.5 0.55 0.0 0 in Residence Covered 57.5 0.50 0.0 0 in Residence Covered 73.5 0.72 0.0 0 in Residence FENESTRATION SURFACES SC Act Glass # Type Area Frame Div U -Val Azm Tilt Only Location/Comments --------------- ----- ----- --- ----- --- ---- ----- --------------------- ZONE NAME = HVAC 1 Wdw Front (NE) 40.0 Metal No 0.87 40 90 0.88 Residence 2 Wdw Front (NE) 14.0 Metal No 0.87 40 90 0.88 Residence 3 Wdw Front (NE) 50.0 Metal No 0.87 40 90 0.88 Residence 4 Wdw Front (NE) 16.3 Metal No 0.72 40 90 0.88 Residence 5 Wdw Front (NE) 40.0 Metal No 0.87 40 90 0.88 Residence 6 Wdw Left (SE) 4.5 Metal No 0.87 130 90 0.88 Residence 7 Wdw Left (SE) 26.0 Metal No 0.87 130 90 0.88 Residence 8 Wdw Back (SW) 6.0 Metal No 0.87 220 90 0.88 Residence 9 Wdw Back (SW) 6.0 Metal No 0.87 220 90 0.88 Residence 10 Wdw Back (SW) 81.0 Metal No 0.77 220 90 0.88 Residence 11 Wdw Back (SW) 6.0 Metal No 0.87 220 90 0.88 Residence 12 Wdw Back (SW) 6.0 Metal No 0.87 220 90 0.88 Residence 13 Wdw Right (NW) 26.0 Metal No 0.87 310 90 0.88 Residence 14 Wdw Right (NW) 20.0 Metal No 0.87 310 90 0.88 Residence INTERIOR & EXTERIOR SHADING # -- Type ---- Interior Shade Type ----------------------- SC Exterior Shade Type SC 1 Wdw Std Drape ---- 0.78 ----------------------- Standard Bug Screen ---- 0.87 2 Wdw Std Drape 0.78 Standard Bug Screen 0.87 3 Wdw Std Drape 0.78 Standard Bug Screen 0.87 4 Wdw Std Drape 0.78 None 1.00 5 Wdw Std Drape 0.78 Standard Bug Screen 0.87 6 Wdw Std Drape 0.78 Standard Bug Screen 0.87 7 Wdw Std Drape 0.78 Standard Bug Screen 0.87 8 Wdw Std Drape 0.78 Standard Bug Screen 0.87 9 Wdw Std Drape 0.78 Standard Bug Screen 0.87 10 Wdw Std Drape 0.78 None 1.00 11 Wdw Std Drape 0.78 Standard Bug Screen 0.87 12 Wdw Std Drape 0.78 Standard Bug Screen 0.87 13 Wdw Std Drape 0.78 Standard Bug Screen 0.87 14 Wdw Std Drape 0.78 Standard Bug Screen 0.87 COMPUTER METHOD SUMMARY (part 3 of 3) C -2R page 9 of 20 ---------7----------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 Documentation: ACCURATE ENERGY ICOMPLY 24 User 3119 --------------------------------------------------------------------------- OVERHANGS/SIDE FINS --Window-- -----Overhang------ ---Left Fin--- ---Right Fin-- # Type Ht Wd Len Ht LExt RExt Dist Len Ht Dist Len Ht -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- NONE THERMAL MASS Area Thick Heat Inside Location Type (sf) (in) Cap Cond Form 3 Reference R -Val. Comments ------------- ---- ----- ----- --------------------------- ------ -------- ZONE NAME = HVAC Exposed Slab 840 4.00 28 0.98 n/a 0 Covered Slab 1427 4.00 28 0.98 n/a 2 HVAC SYSTEMS Minimum Distrib Type Duct TStat System Type Efficiency and Location RVal Type Location/Comments ------------------------------------- ---- ------ ----------------------- Furnace 0.800 AFUE Ducts in Attic 4.2 SetBck HVAC SpltAirCond10.000 SEER Ducts in Attic 4.2 SetBck Water No. Tank Ext. WATER HEATING SYSTEMS Heater in Energy Size Insul System Name Distribution Type Type Sys Factor (gal) R -Val ----------------------- ------------------ ------- --- ------ ----- ----- 50 Gal or Less EF=0.56 Standard StorGas 1 0.56 50.0 0.0 AFUE WATER HEATER EQUIPMENT DETAIL /Rec Rated Stdby Tank Pilot System Name System Type Eff Input Loss R -Val Light 50 Gal or Less EF=0.56 DomesticHW 0.000 0 0.000 0.0 0 SPECIAL FEATURES/REMARKS POINT SYSTEM SUMMARY P -2R page 10 of 20 --------------------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 1 Documentation: ACCURATE ENERGY ICOMPLY 24 User 3119 --------------------------------------------------------------------------- BUILDING DATA Conditioned Floor Area 2267 sqft Occupancy Type Single Fam Det SCORE CARD Measure ------------------------- ------- 1. Roof Insulation 0.0281 2. Wall Insulation 0.0662 3. Raised Floor Insulation 0.0000 3a. Controlled Vent Crawlspace 0.0 4. Slab Edge Insulation 0.6392 5. Infiltration Standard 6. Glass Heat Loss 0.84 7. Fenestration Heat Gain SC Orientation Area o Glass Open ----------- ------------ ---- North 160.2 7.1 x 0.77 = East 30.5 1.3 x 0.77 = South 105.0 4.6 x 0.79 = West 46.0 2.0 x 0.77 = Skylight 0.0 0.0 x 0.00 = 8. Interior Thermal Mass 2.89 9. Exterior Wall Mass 0.00 10. Heating System Zonal Control: No 11. Cooling System 12. Water Heating Number of Stories 1 (U -Value) (U -Value) (U -Value) -1 I (R -Value) I-> I (f2 factor) -1 15.10 Eff o SER Points 0 -1 5.4 0.86 0 1.0 0.86 1 3.6 0.86 -1 1.6 0.86 0 0.0 0.00 0 3 0 -5 Sum 1-6 -3 3 0 Sum 7-9 3 1 0 Point Total: 0 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 page 11 of 20 --------------------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 I Documentation: ACCURATE ENERGY ICOMPLY 24 User 3119 --------------------------------------------------------------------------- COMPONENT DESCRIPTION ------------------------------- I I I I I I ------------------------------- Sketch of Construction Assembly ASSEMBLY U -VALUE Assembly Name: R-19 Wall (W.19.2x6.16) Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: Wood Framing Spacing: " O.C. Framing Percent: 15.0 o Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Weight: 13.2 lb/sqft Heat Capacity: 3.23 Th R -Value Construction Components Fr (in) Cavity Frame --------------------------------------------------------------------------- Outside Air Film 0.17 0.17 1. Stucco 0.875 0.17 0.17 2. Membrane, Vapor -Permeable Felt 0.010 0.06 0.06 3. Insulation, Mineral Fiber, R-17.8 * 5.500 17.80 5.45 4. Gypsum or Plaster Board 0.500 0.45 0.45 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.68 0.68 Unadjusted R -Values 19.33 6.98 ADJUSTMENT FOR FRAMING (1 /19.33) x (0.85) + (1 / 6.98) x (0.15) = 0.065 TOTAL U -VALUE = 0.065 - TOTAL R -VALUE = 15.28 Weight: 13.2 lb/sqft Heat Capacity: 3.23 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 page 12 of 20 --------------------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 Documentation: ACCURATE ENERGY ICOMPLY 24 User 3119 --------------------------------------------------------------------------- COMPONENT DESCRIPTION ------------------------------- I I I I I I I I I I I I I I ------------------------------- Sketch of Construction Assembly ASSEMBLY U -VALUE Assembly Name: R-13 Wall Attic Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: Wood Framing Spacing: " O.C. Framing Percent: 15.0 % Absorptivity: 0.70 Roughness: Stucco, Wood Shingles ADJUSTMENT FOR FRAMING. (1 /14.30) x (0.85) + (1 / 4.76) x (0.15) = 0.091 TOTAL U -VALUE = 0.091 TOTAL R -VALUE = 11.00 Weight: 3.8 lb/sqft Heat Capacity: 1.16 Th R -Value Construction Components Fr (in) Cavity Frame Outside Air Film 0.17 0.17 1. Insulation, Mineral Fiber, R-13 * 3.500 13.00 3.46 2. Gypsum or Plaster Board 0.500 0.45 0.45 3. 4. 5. 6. 7. 8. 9. Inside Air Film ----------------------7---------------------------------------------------- 0.68 0.68 Unadjusted R -Values 14.30 4.76 ADJUSTMENT FOR FRAMING. (1 /14.30) x (0.85) + (1 / 4.76) x (0.15) = 0.091 TOTAL U -VALUE = 0.091 TOTAL R -VALUE = 11.00 Weight: 3.8 lb/sqft Heat Capacity: 1.16 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 page 13 of 20 --------------------------------------------------------------------------- Project Name.: Zicarelli Residence (Date: 9/22/1997 I Documentation: ACCURATE ENERGY ICOMPLY 24 User 3119 --------------------------------------------------------------------------- COMPONENT DESCRIPTION ------------------------------- I I I I I I ------------------------------- Sketch of Construction Assembly r��y�ur.��•wia+t��i�� Assembly Name: R-19 Garage Wall Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: Wood Framing Spacing: " O..C. Framing Percent: 15.0 % Absorptivity: 0.70 Roughness: Stucco, Wood Shingles TOTAL U -VALUE = 0.061 TOTAL R -VALUE = 16.30 Weight: 7.3 lb/sqft Heat Capacity: 2.19 Th R -Value Construction Components Fr• (in) Cavity Frame --------------------------------------------------------------------------- Inside Air Film 0.68 0.68 1. Gypsum or Plaster Board -G 0.625 0.56 0.56 2. Insulation, Mineral Fiber, R-17.8 * 5.500 17.80 5.45 3. Gypsum or Plaster Board 0.500 0.45 0.45 4. 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.68 0.68 Unadjusted R -Values 20.17 7.82 ADJUSTMENT FOR FRAMING (1 /20.17) x (0.85) + (1 / 7.82) x (0.15) = 0.061 TOTAL U -VALUE = 0.061 TOTAL R -VALUE = 16.30 Weight: 7.3 lb/sqft Heat Capacity: 2.19 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 page 14 of 20 ----------- --------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 1 Documentation: ACCURATE ENERGY 1COMPLY 24 User 3119 --------------------------------------------------------------------------- COMPONENT DESCRIPTION ------------------------------- I I I I I I ------------------------------- Sketch of Construction Assembly ASSEMBLY U -VALUE Assembly Name: R-38 Roof(R.38.2xl4.16) Assembly Type: Roof Assembly Tilt: 22 deg (Tilted Up) Framing Material: Wood Framing Spacing: " O.C. Framing Percent: 10.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 14.3 lb/sqft Heat Capacity: 4.50 Th R -Value Construction Components Fr (in) Cavity Frame --------------------------- Outside Air Film ----------------- 0.17 0.17 1. Roofing, Tile 0.500 0.05 0.05 2. Air Space * 0.500 0.73 0.50 3. Membrane, Vapor -Permeable Felt 0.010 0.06 0.06 4. Plywood 0.500 0.62 0.62 5. Air Space * 1.750 0.77 1.73 6. Insulation, Mineral Fiber, R-38 * 11.500 38.00 11.39 7. Gypsum or Plaster Board 0.500 0.45 0.45 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.61 0.61 Unadjusted R -Values 41.46 15.57 ADJUSTMENT FOR FRAMING (1 /41.46) x (0.90) + (1 /15.57) x (0.10) = 0.028 TOTAL U -VALUE = 0.028 TOTAL R -VALUE = 35.55 Weight: 14.3 lb/sqft Heat Capacity: 4.50 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 page 15 of 20 --------------------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 1 Documentation: ACCURATE ENERGY 1COMPLY 24 User 3119 --------------------------------------------------------------------------- COMPONENT DESCRIPTION Assembly Name: Carpeted Slab On Grade ------------------------------- I I ------------------------------- Sketch of Construction Assembly ASSEMBLY U -VALUE Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Framing Material: None Framing Spacing: " O.C. Framing Percent: 0.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Weight: 216.8 lb/sqft Heat Capacity: 43.36 Th R -Value Construction Components ----------------------7---------------------------------------------------- Fr (in) Cavity Frame Outside Air Film 0.17 0.17 1. Earth 24.000 4.00 4.00 2. Concrete, 140 lb, Not Dried 4.000 0.32 0.32 3. Flooring, Carpet and Fibrous Pad 0.250 2.08 2.08 4. 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.92 0.92 Unadjusted R -Values 7.49 7.49 ADJUSTMENT FOR FRAMING (1 / 7.49) x (1.00) + (1 / 7.49) x (0.00) = 0.133 TOTAL U -VALUE = 0.133 TOTAL R -VALUE = 7.49 Weight: 216.8 lb/sqft Heat Capacity: 43.36 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 page 16 of 20 --------------------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 Documentation: ACCURATE ENERGY ICOMPLY 24 User 3119 --------------------------------------------------------------------------- COMPONENT DESCRIPTION ------------------------------- I I I I ------------------------------- Sketch of Construction Assembly ASSEMBLY U -VALUE Assembly Name: Exposed Slab On Grade Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Framing Material: None Framing Spacing: " O.C. Framing Percent: 0.0.o Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles ADJUSTMENT FOR FRAMING (1 / 5.41) x (1.00) + (1 / 5.41) x (0.00) = 0.185 TOTAL.0-VALUE = 0.185 TOTAL R -VALUE = 5.41 Weight: 216.7 lb/sqft Heat Capacity: 43.33 Th R -Value Construction Components Fr (in) Cavity Frame --------------------------------------------------------------------------- Outside Air Film 0.17 0.17 1. Earth 24.000 4.00 4.00 2. Concrete, 140 lb, Not Dried 4.000 0.32 0.32 3. 4. 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.92 0.92 Unadjusted R -Values 5.41 5.41 ADJUSTMENT FOR FRAMING (1 / 5.41) x (1.00) + (1 / 5.41) x (0.00) = 0.185 TOTAL.0-VALUE = 0.185 TOTAL R -VALUE = 5.41 Weight: 216.7 lb/sqft Heat Capacity: 43.33 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 page 17 of 20 -------------7-------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 1 Documentation: ACCURATE ENERGY ICOMPLY 24 User 3119 --------------------------------------------------------------------------- COMPONENT DESCRIPTION ------------------------------- I I I I ----------------------------- Sketch Sketch of Construction Assembly ASSEMBLY U -VALUE Assembly Name: Solid Wood Door Assembly Type: Door . Assembly Tilt: 90 deg (Vertical) Framing Material: None Framing Spacing: " O.C. Framing Percent: 0.0 % Absorptivity: 0.70 Roughness: Glass, Paint on Pine Th R -Value Construction Components Fr (in) Cavity Frame --------------------------------------------------------------------------- Outside Air Film 0.17 0.17 1. Softwood, Douglas Fir -Larch 1.750 1.73 1.73 2. 3. 4. 5. 6. 7. 8. 9. Inside Air Film 0.68 0.68 --------------------------------------------------------------------------- Unadjusted R -Values 2.58 2.58 ADJUSTMENT FOR FRAMING - (1 / 2.58) x (1.00) + (1 / 2.58) x (0.00) = 0.387 TOTAL U -VALUE = 0.387 TOTAL R -VALUE = 2.58 Weight: 5.1 lb/sqft Heat Capacity: 1.99 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 page 18 of 20 ---------7---7-------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 1 Documentation: ACCURATE ENERGY 1COMPLY 24 User 3119 --------------------------------------------------------------------------- COMPONENT DESCRIPTION Assembly Name: Garage Wood Door ------------------------------- I I Assembly Type: Door I I I I Assembly Tilt: 90 deg (Vertical) I I I I Framing Material: None I I Framing Spacing: _" O.C. I I I I Framing Percent: 0.0 % I I I I Absorptivity: 0.00 ------------------------------- Sketch of Construction Assembly Roughness: Glass, Paint on Pine ASSEMBLY U -VALUE Th R -Value Construction Components Fr (in) Cavity Frame --------------------------------------------------------------------------- Inside Air Film 0.68 0.68 1. Softwood, Douglas Fir -Larch -G 1.750 1.73 1.73 2. 3. 4. , S. 6. 7. 8. 9. Inside Air Film 0.68 0.68 --------------------------------------------------------------------------- Unadjusted R -Values 3.09 3.09 ADJUSTMENT FOR FRAMING (1 / 3.09) x (1.00) + (1 / 3.09) x (0.00) = 0.323 TOTAL U -VALUE = 0.323 TOTAL R -VALUE = 3.09 Weight: 5.1 lb/sgft, Heat Capacity: 1.99 HVAC SYSTEM HEATING & COOLING LOAD SUMMARY page 19 of 20 -------------7------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 1 Documentation: ACCURATE ENERGY 1COMPLY 24 User 3119 --------------------------------------------------------------------------- HVAC SYSTEM DESCRIPTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: ZONES ON THIS SYSTEM PEAK Residence (Jan 12am) Residence (Jan 12am) TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 0 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD HVAC Minimum AFUE 0.80 Minimum SEER 10.0 1 CA Daytime Fans COINCIDENT 50 % NOTE: The TOTAL SYSTEM LOAD shown represents the minimum.size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. COOLING HEATING PEAK SENSIBLE LATENT ------- 28700 ---- (Aug 2pm) -------- 30968 ------ 862 3129 (Aug 2pm) 3 0 ------- 31829 -------- 30971 ------ 862 4774 4646 0 ( 0 CFM) 0 -0 0 0 0 36603 35617 862 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum.size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. INSTALLATION CERTIFICATE CF -6R page 20 of 20 -------------7------------------------------------------------------------- Project Name: Zicarelli Residence (Date: 9/22/1997 1 Documentation: ACCURATE ENERGY 1COMPLY 24 User 3119 --------------------------------------------------------------------------- I, the undersigned, verify that the equipment listed in the category above my signature is the actual equipment installed and that the equipment meets or exceeds the requirements of the Appliance Efficiency Standards. In addition, I have verified that the equipment is equivalent to or more efficient than the equipment specified on the Certificate of Compliance submitted to demonstrate compliance with the Energy Efficiency Standards for Residential Buildings. HVAC SYSTEMS Heat. Equip CEC Certified Manuf. Actual Distrib Type Duct Heat Heat System Type Make & Model Number Eff. and Location RVal Load Output ----------- Furnace ----------------------- Minimum AFUE 0.80 ------------------- 0.800 Ducts in Attic ---- ------ 4.2 36603 ------ Cool. Equip CEC Certified Manuf. Actual Distrib Type Duct System Type Make & Model Number Efficiency and Location RVal ----------- SpltAirCond ----------------------- Minimum SEER 10.0 ---------- 10.000 SEER ------------------- Ducts in Attic ---- 4.2 signature Date Name Water No. Tank Ext. WATER HEATING SYSTEMS Heater in Energy Size Insul CEC Cert. Make & Model Distribution Type Type Sys Factor (gal) R -Val ----------------------- ------------------ ------- --- ------ ----- ----- 50 Gal or Less EF=0.56 Standard StorGas 1 0.56 50.0 0.0 AFUE WATER HEATER EQUIPMENT DETAIL /Rec Rated Stdby Tank Pilot System Name System Type Eff Input Loss R -Val Light 50 Gal or Less EF=0.56 DomesticHW 0.000 0 0.000 0.0 0 FAUCETS & SHOWER HEADS: All faucets and showerheads are listed in the Commissions Directory Of Certified Faucets And Showerheads, pursuant to Title 24, Part 6, Subchapter 2, Section 111. Signature a e Name LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Bur/ding Permit No. NAMERS �r C�'�./ 4)ale— NUMBER:yOLoas-- PRINT LAST NAME FIRST ADDRESS / LOCATION: COUNTY ZONING DESIGNATION: �S FLOOD ZONE: FLOOD MAP: �00OZ3 APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP Z o, 2 / LIC DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMM ENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING 17 SO LOT 2 BOOK PAGE /--10 COMPLIANCE WITH OLD SUBDIVI ON LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. — A -CC eT S S }LoH-n 2. Maintain a rJ �ft.building setback from rightoi--way/centerline of 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a 100 ft. leachfield setback from (). f`�6y r Cp-cL�lC 6. Pay water tender fees in the amount of $ to Battalion Number 47. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. 9. Connect to a public sewer system. rJ 2�i til s 5<!�E '75M79 of the Butte County Fire Department. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ — 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to Lbe Rwmakg DAdsAw. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article, II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. Ala M3114d0713M ONV1 31ing 10 UNI100 L661 6 Z d3 S 43AI3M LD W97 C:%WV! 1%FOWS.RIBLOOFEW.aa LAND DEVELOPMENT ENVIRONMENTAL HEALTH -PERMIT CLEARANCE Building Permit No. 1 4�"7'7' PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: APPROVED: DEED INFORMATION: DATE OF CREATION: BER:ER:'.`� FLOOD ZONE: FLOOD MAP: CONDITIONALLY APPROVED: ><I -- PARCEL CREATION BY DEEDS RESOLVE PROBLEMS PRIOR TO APPROVAL: OR MAP X_ DEED REFERENCE: ?' 2:/ Ar- LI�IgoRre At, LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING I ZI T OO LOT BOOK PAGE S COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES _>_ NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THEBUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a �`5 ft.building setback from. -s t:.uYayJcenterline of LP, pave--FeRo _ 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a S 0 ft. leachfield setback from N A-TyYtft L, prL✓A I nlS _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ — 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Dh shw- _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. N O i� t -s t eN T3 s S %ia wN o r,( 7 M S 22. 23. 24 25 26 AI alms 30 AINno 96a L 0 00 a3n1333a LD 7/96 C:\WPS I \FORMS. K\BLDGPERM.CLR And when recorded mail to: Building Division #7 County_ Center Drive Oroville, Ca. 95965 97-037382 NOT COMPARED Wlyh ORIGINAL DOCUMENT 0 C T U-6199? AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including. but not limited to herbicides. pesticides, and 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 purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal. necessan. farm operations. All -that real propcm• situate in the County of Butte. State of California, described as follows: Parcel 2, as shown on Parcel Map of a portion of Sections 12 and 13, Township 17 North, Range 4 East, and a portion of Sections 7 and 18, Township 17 North, Range 5 East, M.D.B. &M, which Parcel Map was filed in the office of the Recorder of the County of Butte, State of California, January 17, 1980 in Book 75 of Parcel Maps, at pages 58 and 59. Together with easements for roads, public utilities and water lines, as shown on said Parcel Map. Date: PROPER O ' RS: -��- c)gu e 6. Z a el Cee Hyin Z I ugael l State of California ) County of,g�C� ) On M -1-9:Z before me, personally appeared �/�.� (ng . Z //1� 6, 1,1,/ /4N1-�) L,4AJIL) ZL�Aeic�, *Personalh known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/theLexecuted the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted. executed the instrument. WITNESS my hand and official seal., LAURA McGILI_ Signature Q Seal. U Comm. #1121646 9 c NOTARY PUBLIC • CALIFORNIAQ SACRAMENTO COUNTY 0 Comm, r3Xp, Jan. 2.2001 1 �r ~�Y`~+1,7N W pjjy^��'�r���.•vet'"1�'I^��'jh"-n'..�Itw•'�Z lt`.`rN..w -. .�"�„'^v.. �ryr,"""'W'N"�,,;"�rr..{A.r..lt- BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One.form per Building) ♦•r rlMvl.'„Y'i►•L+4-.Y�..w•.,yr�.J'Y 'niY'.T�)r'Fv jS'�t}yyi'l�-�M..l IN 5 School District . �v 1 Building Department No. A.P. Number g— ��-- T Jurisdiction: City County Property Owner 5 i!.e Property Location/Address 'r p{(ikdz 0 Subdivision Lot No. Residential Development 4 Sq. Footage No of Living Mobile Home Addition (Group R) Units Installation r Commercial/Industrial Sq. Footage New Addition (Including Exterior R ofed Areas) d.e• JBId ing Department Re re ntative Date ,. (Floor Plan eviewwed by School District Personnel) rµ• 9g0OQ2 • - "Idificatio Scho I District certifies thatr (Ap 'cant) Q. CC (Street 0 dress) (Phone Number) (City) (State) ' . , (Zip Code) has complied with the requirements of Resolution No. /O tJ J / by payment of S 4r 17/1 representing (� Q� IQ - square feet. B 2926 1 tULL MITIGATION $ kn - si�-Cz I 2�z J School District Representative Paid by Check # ---- _ Remarks: Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm 1':rLLi. 1'.A (WITH ) A&TTICE COVERING) 301]1a315:ALUM• ..D' STEEL GENERAL . NOTES & SPECIFICATIOI�IS _ - LATZ'I .. z::� �. • w_ Q• INSERT { ��l . _...: BEliM '5 T�ICAi "v" BRAcxET X t..ALJJIANUM •DESId1 5iRE55ES ARE, PER.7HE.U1TE57EIDYi10H OF 71 1JMFORi1 BU11A?iD CODE :. gfONa( AND TiIE'ALIJUR M COILSTRUC710�1 :11ANUlq:c - 2 ALTERNATE ALULUNUM ALLOYS MAYBE S1785TT FOR THOSE SHOlydl. Pito% D:TMY ARE .y. REGISTT3i6D VA H THE ALAM M ASSdOA710N AND HAVE.EOUAL, OR ORF M YI£1D ANA 1, (NATE y F � 3 ALL COHCRE7E SHALL HAVE A UINU M 2E DAY'COMPRE59VE 57MGIH OF 2000 PSI. CONCRETE o oss— SLAB ,SHALL HAVE 3 1/Y UDaUUM MCCKHESS AND S" L BE IN GOOD CONDMC*L : 2OQ4-4110 i. ALL FOOMOS SHALL BEAR off FITTM. NATURAL: Li2i01SIT3RBED son: "qt CERitFYED FOL. DESIGN VERi1CAL O STM_ SOIL BEAR=PRE551JRt: —:1000 PSF. _ EXP• �, S All STEil ME7•cBERS= _ BEzHOT OIP=;GREY f OR EXCTROPLATED. AND CONFORM TO A571T - Y• SPEC. A-44a::CiiADECUME55 .NOTED; OT}IERY�ISE SNAIL BE OALVAMgD `SIABHLESS ,_ . CF 8. ALLILONtJ1t iISTF}IERS� St1ALLBE 2bi4 4• ALLOTHER FASIOMRS , STEM_ OR CAOLCUM'.PLATED BALL BOLTS SHALL CONFQRU'TD AST11;-52EG Ar-3D7:AND HANE' UNV STANDARD CUT PLATE WASHFR 'HOLES FOR BOLTS ii / , BE BOI:T DU1::E7ER PLUS 7f1a<W. MAIOLIIJIL } D1St17 p T�q 7. EVA190H. ANCHORS INTO CONCRETE °SHALL BE ICBO EYJIUJAT1Ct1 "SERVICE INC- REcacTaiED 3AN0 : - � � `J ! L'® I N � D E P!`9 � I i drT SHALL NAVE THE UD"WU .V"ss WOICATED IN Tau -c-.-MDA CONCRETE-EDXX DISTANCE ; is suc (6j INCHM tL EACH WSTALLATiON SHALL BEAR ul ..IDENTiFYING- TAG •GiVIl10 THE N" AHD ADDRESS OF THE ----- inn Builders, TIIfr..-Vi�ilIIg A1T1ID1IIum, Inc. RIME MANUFACTURER DESIGN LOADS ANO -ENCLQSIBM7 a. ALL ITd�15 PERTAhdtiG TO EACH PAR CUL AR INSTALLATION SMALL BE CiACLiD (Lf- PROJECTION.... B C dyenn8 - 1440 $.Balboa Ave... 11385 Cordova, CDIIYC #200 Posy SPACING, F00 NIG OETAiI. ETC. �i r 5421 Oya, CA 95742 89115 '�"' Ontario, CA 91761 Rancho Cord 10..LATTICE TrE COVERS SHALL NOT BE ENCLASM. FRIMUNDWO coYERS OF ALL TYPES - - {y _- •- ;1 yegas, ; ; = j: x:900-930-1541 916-635-2245 SHALL HOT SE ENCLOSED. :. • '' . . . 11. TME LATTICE TfPE STRUCTURES SHALL NOT BE COVERED %TM ANY MPF OF-SOLID 11ATERIAL AS THE • - - : -APPLIED :TO :THE -HORIZONTAL PRO--m AREA OF THE -LATn E. RAFTERS, _ 702-644-0301 .;.� . , DESIGN LOADS- THAI .ONL:X BEEN - T,YPICAL �=�--. BRACKET Q �Mnufactured Texas.Alum�num.Indvstrics, Inc. BEAUS, ETC.. PER LMO. CRlTET A , . `.: - : :. - ... . ... - .. 2900 Patio DuvG- . O xICB ATInN> SERVICE .INC. REPORT.4841P DMMU T O : EYALU Houston, Texas 77017 _. -- -- - -�' NONE ISc 0 c �PARTDSETAIIS.. DRJI^ SY: SCJ* -,i DRr1>if72TG- x } G DRA1tW v» .. .1.�- PP. i. 7171..%..n71TitrvT -De1uxe�LattlCe SV �y .• •1zc - - - asx�'a�tvAaTc�__METRIC'1LHD stem' D� �POL 777 EACEL SIDE OF ��. , • �IG7V.� �,=i•+ - �-• 1/a. H�� i/2• .T/WA GwV7'•�..G t 7 • . _ WOM Lr2 3 t 2 nf1< a w tit. SAME TO H SWC /S 1tAF'IEIiS � use 4 M O (N - 3/<•. M -S/, . Si0£PLATES• PER : F, _ -27 #8 SUB O TOP. BOTMU A MD XDGHT `: T ���000 : WA - Ir POP RIVVIS EACH LEI.. RAFT[]!S O 2�e a IUUL SL15 RAP7S7t . FEWam OUS IOTALi - M �iR.TABLES `V.!"L * "•'L2J r� 7sfS flllCliG e . f14 51tS AT TDP. EtOTTCs1 � - . �2S e e YAC BE11�'EEIL ' i .. LTEA�UITEPER SOQ - 3'S4 COWYN PEE �LtTOGC F0�® - 1• E SCR 0 00 - '} -� ••. CF IW7Et �t - ;TYPK•A• ... ' . PEl� % EJ►Gli-S'OFPOST 9DEPLATES i Lr�t =/ie maTD �tAf7ilt v eRAacET PtR 6 PERQ . * 2 x.,1��/r,wos�D' a>2� Q sa�rrs TO_LEDGF3t f - Huiaat o � �I 1� . L -I 3/4-. RIIFTk7!! ]t w-3 ip � * AT rQM %=ll:DGt7t to NDUSE 0 a•. RAFTERS.. W/4 -fe s� TO � od =FM woa Ia �Ja x _ k 2. —j14 Sits TO CEAY T8 iaLA •w000 NLCfOfiC TYPICALV-POST/C•OL A. LA2"1'ICE Tp��R�,FTER _�OB .TO BEAk-`C'_ ONNECTIONO WALL CONi�T�CTI©I�', Q, BEAU SPLICE S+IALL oOCLM .Ov ELVE ATT iT; SEE _VWG PPC -8) P06L.N ovETt AH o1iE]iIOR • �— . wsG.HOT PERMITTED o : 2 — POST UNi15 E�ACM SGE BEN! PER O CDP�1ittA5DOG>SWiT T . r F OR SPLI�Daemu:y am. wK am MG) "Mat PWT SIDLPLATE} 9DE PERU . . If W004 TE EICQi Fi< 9•L, 070P. I SCE'PERO• 1_ O .r J OTRAI k 2t'% I I 3.50 Pp6T wuc arryfi + ' A PER 3O PORTiorrs NOT stoMs+ SsaNh SO (s uw. PER no I - 31. POST BETWEEN A A OFA EVc 9DEPLATES PER .0 _a 8" BEAM WITH �6�re 9 =9 TO POST ONfI 'O 8 BEAD : CONNECTION O INSERT CONNECTION r- 3'3a 350. POST PE D. MUMSsO.' X . ot8' COLLlLIN PER.O IL POST k ' R s`TATE OF �'� k TABLE •A , DMIO- PPC -5 - PESIDER C9 ES SWEDULE ;SEE AT SLAB 51DEPLATES • ' .: AND - oETAa 1 FDIC .- ps sws EACH SSE A`'. A PonTI oT srlOMR1 . A CONCRETE SLAB Q 7w. BOTTOM de - (vM'-= TABLE •C --- WERE OCCURS Distributed by: .2Se%-MAX BaPOSC X D4CCLJIN PQ FOR EunDP --i S906%ATE TO BRAET H3:DMCPPC-4 4ir NCIR WE TAE Y.LTnowc 2 3/4eR WQ PPC -4 , 3 -fI< Sus L -s 31r) PER V �• �,:. _`__ : , . — Viking Builders, Inc: Viking �Aluminuin, Inc. YikingAja�p��up' �y 54218 Chcyeane 1440 S. Haiboa Ave. 11385 Sse Pic Dr;tre�Z00 EAGN SLOE O� — t l 1M . SLAB r•: Las Vegan NV 89115 Dnlado, OA 91761• iLancho Cc dQva, x95742 -� i1� �1 r •� ` �"� 4 �.. i s -t /Y' x ,/� T�eoc h 916-635-2245 V i �.D I N �e - y�x P =vAN® Sim PLATE � 702-G44-0301 909A30-1541 21 50.X3 6 _• G41V. SiID. PL�iI Kc. '• . • WASFlER DME 'tJ' 8RAd0.T �aa • 31Ws X 9'LONG SE'e TABLE 'A• 3/rd EXPAFl51CN 60LT BOLT THRU P I• 1C80 REQ FOR -750f CONCRM FC MG IS DWG. PPC -3 FOR : TE?t90N. A cuM SEE TAMI 'A• raoM, a CONCRETE FOOTIHO . DRG PPC -4 OR PPC -6 _ FNSiOH ODS ATTACHED. UNIT ATTACHED FOR SME. _ FREESTANDING TYPE ;.OS•,1 .S•r COIN. I POST AT FOOTING CONN. J' -' POST AT FOOTING CONN. K Manufadumci by. Texas Ataminum Industries, Inc. 2900 Patio Drivo (FOR ALTERNATE ATTACf xT; SEE DWG. PPC—s) ADDENDUM � % IC -EVALUATION SERVICE INC. REPORT 1841P Houston, Teras 77017 J_ . DRAXli SY:.er J SCS, NONE ° DR11C11iG DFSC2IOH DBl]fDtG' 2tLT:D3E8 �'+ -2 sun�ountryTM JDelu- 'L " e SYste D�T� oH.v �E �1 AssoC..��. EM IN „� s,. .o� tsa. ixsER•rl ){� a �Sf �� � - � � � - � � � � -. _ : - � � � ..: ... .. - '.• w 1 ... .... .. .o..,, .. ... d-a�•... .. _ .. :: .. � _. � .; • ,... ._ �.�,+�y ,1 ++. 4 u .,. _•, - /j -•.cam, n ._ ..... _ .._ +, a• .•.s .,, .,z-, we ........r.•:... } .,.., ,... ...... .... .. _., - r 2� s N. �� :�.. ,. .TAB ROOF P_Le. ., r.. _.sem . ... ... .:. ... ...... ... ,. ,_..,. Y - liw RAFTER. ,,.:..,r : , .0 E. � ,.... - ...•. .::: RAFTER_ 2 t v: SII CIN_ . _::.._ ... _ . , • � :. , . , _..... .:.. -, � . >.�..�,..24..r._ _.,_: ANG . SPAiV , AN H •, • :� 1>3 Ory' .4, 6� 13 'P407 :.. — , 9!.4r, w .. ,_ :. :,, .. _..., w ._ , � .,_._. ,. .: Qom- _ _ w. FLL ,, . _ <.�_:...-,.,- w ... . w r, •5`--. 3 . T :L: _: � _ ka=.5:. .�,- F - C 'r 2 ".• 1 � •_� PSF -4. �. - rte.' _..:.• . ju .H12 �5 �y :.w 97 �fi �:..0.�2 v _ .. .. .. ,-.n�1 ...r:.. r w �y'- 1� •:6 ��•,-� TYPE.. - 71— ' 2 • �• � - — �Q,... 0 PSF -. _ : -.:.- . ,__. .:..� ., .• .:_ :... ;_ ..... .. :._ . _.6.._. • ... ...- . - 1 � w : � ...�.. :. �...:6 >4._ 6 ;n1.4 3 :..4 ,. ..... X13 P5F LL/S..._ .:12,,.._¢:� .. �. " � „_ .,,r ,r,. ,... w , _:::, —: � ,. � t _.6. 8._ 0_, ,.8 _..... , :..8 4:.:..o::...,. Cw -=12 ,. , w s .. M � � . .. r ., :;, . . � ;'. '..". '` ,:• 8 �" sr_ '�... , — =- ..�.. w 70 MPH TH --4 4. 16 w .. . +°F �..:• ��. fi .. � .. � .__ .._. ,.. w _. :.r a �' ��w `•~� WIN -.. - . - A,.- .. ,. w (� _ �:...� _1--6-... 110 MPH ,f.....__ _..., _ .... , �; .. w 11: - Vi1-s, s ..- . 0'0 w .. .. _ ;_.:.. ,..� . .040. _YETI 9 i �o .TYP' 9 � - f • , w • w , ,, w, , -.6�>. X12, .21:.:.,8, 4 ....-.. , . _ . �: • 9 :6 -, 1A 0 .1 _ .. _ V 10 PSF L.., 17 ..10 4 6 ..., w ,.: w 2 _ , _ ; -• ...: x ., _ � ...0., :.. - ..0_. ,.,. 1.4._..9... 4,....,, .... ..10.-�6 .1 _ ..: ,13.:,:..4 .. ,:0 ,.. ;:14,:. _ 4 •-. 0 .�O ,F .:. �, . , � ..: :.= ' - w < •..: w 'yam _ _ , ., 4'-1D" 21.'-8" 70 MPH 'iHRU * 16'-7" .4'-6" _ • r nn• Ow. r Li PH 11A M WIND.:., A p w .. 0 . THI q" 11 a _ i.r 3 X 8 X,0" 1:2: - .;:. TYPE. - '•: 17 —10 4 S —10 4 —6 t7 . y r 10 PSF LL .1T ,1 4'=6� 17'-10@ 4 —6 _ • ■ ,.:1 w 12 —8 4 -6 ... ;< r13'-3" 4'-6" 13'—i-0 4'-6". 14'-7p 4�-6w , es�wu 20 .:PV. SIS. L/,S, „, w •_ 12'-2. . 4 —0. ��' �� , .� w 119-C 4 —0 30:PSF S:L: X10 _6 4:-0 1.7. 17�--10 4'--6� 1T-10 4'-6" 1T-10 70 MPH THRU w 5�� , 110' :MPH WIND * Q. .. Q TYPE: 3 X g" X .036 THICK wf �..: •.' 'w 21-7" 21' 101-PSF LL 208w' 4'--6" 21�--7" 4� 6w 1T-9" .4'--6" "Disfinbutedby: " 16 16 —1.0 4!-6" 20 --PSF LL/S. 15 —4 4 —6 0 - >.: 13'_4" 4' 0 X14'-0" 4'-0' <K 14' . - 30.PSF:.S.L. 12 9 4 0 $ ild c.- , c. . Vikin Alumin A z�'Su Viking; n ers In ' g' um In-Vilung 3 Park Drn a #200 70` MPFi `THRU,; , =g 4' g" 21-7 :4' 6" - 1'-7"e 1440 S. Balboa Ave. 11385 Suarisa 110: MPH 'WIND 5421 S C�ey .:... CA 91761.Rancho Cordova, CA:95742 _ ;:, . Ontario, RAFTER TYPE: 3" X g,,, X, 042A THICK Las Vegas, NV 89115916-635-"A 90?r544=030 1 23'-10 4'-6" 25'-0" 4'-6" 25'=0" 4'-6" 25'-0" 4'-6" .: i.. 909-93 - 541 10 PSF LL 19'-5" 4'-6" 20'-6' 4'-6" 20:> PSF LL/S. 17'--9 4'-6" '18'-6" 4'-6" - _ w '-5" 4'-0" 16'-2" 4'--0- .15 1T-0" 4'.—.0" - ' 30` PSF S.L 14 —9 4 —0_ . l%OUN f w 1 w • w• "4.!-6" . " . w 70 MPH. THRU * 23'-10 4 -=6 25 —0 4'-6" 25 —0 4-6 25.-0 �•_6� ��� �9� ®ice PARTM �' 110 MPH 1NIND S THAT ARE SS IN HEIGHT: 4 FOR P ATI O COVER ... - 10 —0 OR LE • _ Manufachired by. Texas A�uxninum Iaduslzies; Ina 2900 Patio DsiYp CBO EYALUA ON SER $EPO uston, Texas 77017 N _ .. _. C _.. :.:�.,.... ADDEND c UM TQ i ,. Das "DR1k'1[�i Ti ncE INC 0 r�*'HOF1E.^HCs TAB DRA112t 8Yp s ARY i7IDTH r� ...: -.. .: . ASHTON�Y � ANCE ," -Assoc: DiulrDiG ���R �- .:._ :.,.Tug� �.na.. -1ce -System.: .... , .. ����. 3�.'�1 98 _ _ ._- Suu Country tt — _ D� 9 -TABLE "A" MAXIMUM M COLUMN SPACING COLUMN SPACING 20 PSF LNE%SNOW IAAD, 70 MPH WW LOAD 2'X 6 1/2-X.024- SIDEPLATES •. 2 MAXIMUM TRIBUTARY 10 PSF LIVE. LOAD, 70 LOAD' 13" SD. X .04b' CENTER COLUMN W/ 25" 2 MAXIMUM TRIBUTARY TH MAXIMUM• COLUMN •SPACING r AT SUtB, AT FIC..! . A7 SLAB . AT Fits MIN. NUMBER OF COLUMNS COLUMN TYPE _" - 2'X 6 a/2 X .032'-.51OEPLA ES on. r•• ? 15' Z =T Z 2 Z 2 Z' 2Cm -10 13 amu: - 21-2 1D 1 f2i 1 I Z 2 Z 2 2 2 15-0 11--i 5-0" 1 -T_f 1-2 1 --I • 14 11-1 - IO- 2- 2 -3'21. Z 1' - 2 2 .' 3 2 '. 2 2 2-• •2 I '1Z • •.2 .. 2- •2 1 2 2 -2(21- 2 2 2. 2 2 2 2 2 2- 1 1 tC-0 _ fi'-1 0-T` 1: 0•-1 a :-f -1 - 23 - 2 2 2 2' 2 2 2 2 2 2. 2. 2fm 2 ?A. IWF L HTE/SNOW• IpAD; ' 90 MPH WIND 12-0 a'-4' D. - 1 a•-4 21-9' 2 2 Z 2 2' 2 212) 11- ,7 -1 21 a 2 10 P L1YE _LOAD; . 90 :111Yg'•WIND -LOAD .. 24211 -o T i r 11 1 -10 22 •7% -Il -1.23 4 -Q, W-2 .- fa' -9 1 23 -0 - -712311 2(2). 2(211-2 2 2(21- 2-0 7__0_r,_ 1S ts'-0 15. 20--0- 4 2] '2. 2 2 2 Z .2 2 c12 1 TY -W -0 23 . X -7r, 011 -)if± -a Cr -11"(2,41 '2 2 • '2 2 • Z Z -2. 2 3 2 ! -r. 111 14-3'. -12a'. -10 24 .2 2.-(2)"1'2 2 3 2 Z a• 9 -0 11•-fo 11-1 _ 1•-1 D P -r . 1 -6 .2a• 11-1 -T' -11251 2 2 - 21211 242Yf 2 2. 3 3 -2' 2 3 a 2 -o - • -2 r - -1r. -4 20 .,.1 -0.- •-10• - 3 < 1. 3 T-0 . X 3 11 KIT -i Ir -11.. -8 3- 4 2 •. 3 20 • PSF. - LtPE/SNOW °hOAD.: 110 1,AP8 i4IND 4 2 3 12-0 -4. 1- ` 21 a'�4 12 11- -2 -10 ZS 4 2 3 . 2 10 PSE_ -Lra LOAD; 100'�MP$ Wa1D-. •LOAD 91-41 2c 11 - a'-10:21 Tr•1 . 21 -2 * 6 X11; 19 =10 .4( 4(-)1.3.(4)4 -Il 2 4 .V --W 1 6 -i • 14 -0 . -T 2S.1. 21 4) 2' 2 • 2. 4 2 2- -0-a' - 2 2a . a 2 211.2 -1 4 Z 2 -0 t3 -T 3-T. (Z1' 13•-6 -9' 26 - 4 2.(2).l 2.(4)' 3 - Z 2 T-0 2 T-0 1 3 2 I 3 3: -.2(211 .- 2.--'4 -o• 11-0' . -to 21 -11- -T 2a . 3. 6 '2 33 t s 6 2 331 -0 9'- 1'r 22• IW -4' -1" 2a - 3 5 1'2- 3 '3 (6).l. 1- 1 -0 -10..o - r-4"-'- -10' 29 4711. 2 3 4 233 23 S-5 =a- .4 - 3 4 r 3 4 T -D 21-9 29 . . 4 - 3 4 4. - ' 3 4 .10-.p . 'LOAD; 110 MJ?8_ WIND LOAD 3 - 2 . 3f-11 2 3 ' .. 1 t -2 -a'M2r) 3- 2 3 3- 2 3' -0 t7 -a X-7• 1 -a' •-D 2 3 . 3 - 3 +10-10" - • 22 •1 -10 2a-5 4 - 2 4 4' - 2 4 11 'f0 -6 I2 -T 4 - 3 4 4 - 3 9 - • 11'-2 8 =5 -1 3 - 3.3 5 (-)1'3 3 T -r 123* -10' - 3 3 5- 3.3 1 -0 1 -0 ' -11 t;1 • ..1 -1 24 9-r 24. W-11- -< 22 -a 31 2i 6 - 3 6 6-(-)l - 3 4 S 6 - HU&Q E$ W PARI nHESIS 1S = Of r CONCRETE CUBE FODIM 1N IHOM *IERE I== SiZE EXCEEDS 2D' USE F00711,10 DUAL O ONL7 •• = TABLE 'B'=Bmi m -FDR DESCRi rxx THE i1RS•T NUUBER IS FOR POSTS THAT'ARE a'-0' MANUUM IN MOCHT. IHE .WJWBER iN PAWnHES1S IS FOR COLUMNS W-6' MA=UM IN HE3GHT. •'•SEE TRIBUTARY V407H TABLE. DRAW HO PPC -1 ' TABLE 'B" : COLUMN SCHEDULE TABLE 'A" M0M M COLUMN SPACING 0 3' SO. X .024' CENTER COLUMN W/ 20 PSF LNE%SNOW IAAD, 70 MPH WW LOAD 2'X 6 1/2-X.024- SIDEPLATES •. 2 MAXIMUM TRIBUTARY r MAXIMUM COLUMN''SPAONG AT SLAB AT F74 • M AT SA ATM • MIN. NUMBER OF COLUMNSYP COLUMN TE " 13" SD. X .04b' CENTER COLUMN W/ 25" 2 f2ll : 2 Z� 212 (A- 2 2'X 6 a/2 X .032'-.51OEPLA ES on. r•• ? - I -i: 1a Z 2 Z 2 2)12(21 -0 -11 to -10 13 amu: - 21-2 1D 2 Z f2i 1 I Z 2 Z 2 2 2 2 2 21 2) •2 2 2(21 2 2. 2 - • -2 w-. 1a -s2 2 2 2 2 2 2 2'- 1 -6' T-11 16 + -•9 23 "2 Z Z 2 2 Z. 2 2: Z 2 T ?A. IWF L HTE/SNOW• IpAD; ' 90 MPH WIND 90 :� UFH WII1D LOAD.•., - • _. V-0 -011- 11-3 1 11- ,7 -1 21 a 2 2 2 2 2(2112(l) 24211 -o T i r 11 1 -10 22 •7% -Il -1.23 2 2 2 2 2 2. 2 2112(21- 2 2 2 611 "1 1 a-4. 1 -1L-' 9 -1 Z3 - .- to- 23 2 2 2 3 2 2 2 2 2• 2 2 .22. T-tt 1 S T 24 ] 4 2] 3411 2. - : - ZO PSF-- LTVE%BNOW IAAD. _ .100 WE W= •-0 1 -6' . - • 2 Z c12 1 TY -W -0 23 . 2 4 2 2 2 2 6-i1- 1r 4-3' -11- 1 1a. Ir -z".. 25 -1 2(41.12(21 2 3 2 ! -� +. -2 ' 19 -10 24 •2 (41-1.2 2 2 2: 2 T-0 11. - or --46- 19 7-11-, -21(24 ] b 12 (21 ',3 2 - 'a -0 '. -11 a =1 -1Lc•. 9 -10 3 a 2 3 a 2 -o - • -2 r - -1r. -4 20 s -e. ](811-12 ] .s (6 112 T-0 . 10-0 - a•-6 -11 20 T-9 26 4 2 44 ' 2 2 20 • PSF. - LtPE/SNOW °hOAD.: 110 1,AP8 i4IND LOAD ' " 4-0 '•. 1 fa. 13•-11 2a-0 24. 3 - 1 2 ] 3'- 12 11- -2 -10 ZS 3 - .2 3 - 2 0'-•0 91-41 2c 11 - a'-10:21 Tr•1 . 21 -2 * 6 X11; 19 =10 .4( 4(-)1.3.(4)4 -Il 2 4 t - - 2 4 9 -0 . 1 -0 - -< 21 -11 21 _ 1a• -a- 2 SX 5(-)] 3 3 - 2-T-4-(=-) - HU&Q E$ W PARI nHESIS 1S = Of r CONCRETE CUBE FODIM 1N IHOM *IERE I== SiZE EXCEEDS 2D' USE F00711,10 DUAL O ONL7 •• = TABLE 'B'=Bmi m -FDR DESCRi rxx THE i1RS•T NUUBER IS FOR POSTS THAT'ARE a'-0' MANUUM IN MOCHT. IHE .WJWBER iN PAWnHES1S IS FOR COLUMNS W-6' MA=UM IN HE3GHT. •'•SEE TRIBUTARY V407H TABLE. DRAW HO PPC -1 ' TABLE 'B" : COLUMN SCHEDULE C°T�E" I COLMAN DESCRIPTION 0 3' SO. X .024' CENTER COLUMN W/ 2011. 2'X 6 1/2-X.024- SIDEPLATES •. 2 3' SO. X .024' CENTER COLUMN W/ AUr 23- 2'X 6 1/2X.032' SIOEPLATES •. 13" SD. X .04b' CENTER COLUMN W/ 25" 1 2'X 6 1/2-X .024-. SID EPLATES '•. . O 3' SO. X .046' CENTER COLUMN W/ ■ 2'X 6 a/2 X .032'-.51OEPLA ES on. UTTC: COUN 1 DING DEPART TABLE 'C" ANCHORAGE': TO FOOTING pp; IVI= i M •. ANCHOR DESCRIPTION ' G 2011. 5/8'0 EVANSION BOLT EMBEDDED 2-3/4 INCHES { MINIMUM 50 LB. 23- 5/8'9 EXPANSION BOLT EMEIEDDED 4 INCHES MINIMUM .1125 LB TENSION). ' 25" '5/8-o EXPANSION BOLT EMBEDDED 7 INCHES TRIBUTARY MINIMUM 1500 LB.' TENM ■ 5/8.0 DEFORMED HEAD BOLT (HEX SQUARE HEAD, r•• ? OR.ANCitOR BOL EMBEDDED 6 lmcmm MINIMUM. •■ 31" DETAIL - EVANSON BOLTS SHALL BE i4Li1. Xa-a CARBON 57EEL PER ICBG ER 4&27 OR ICBO EVAWATION SERVICE INC REQ EGUIVAL_HT WITH TENSION VALUES AS INDICATED •• THESE BOLTS IAAY BE SUBS117UTM FOR EVAN -SON BOLTS SHOWN. ' USE AT " SUPPORTED UNITS • OmL_X - USE AT sus SUPPORTED OR FOOTING SUPPORTED UNITS. ADDENDUM TO ICBO EVALUATION SERVICE INC. REPORT 1841P DRkrif, BY. SCAM Sun CountDR111DtG TIDeluxe Lattice Syanv NONE stem DA1L• AsxTON.VANCE ASSOC..=. Manufactured by: Texas.Aluminum Industries, Inc. 2900 Patio Dave Houston, Texas 77017 mATTACHED COVER TABLES DIUMG • Iftr .R PPC - 4 WITHfC4"l CFS=vAll`NG TABLE "A` MAZUUM ' COLUMN. SPACING { 30 PSF ' SHOW LOAD, -70 MPH 'WIN LOAD TRIBUTARY • MAXIMUM COLUMN SPACING MIN. NUMBER OF COWM E ' v4D7H "• -AT.-WB. AT FTG- • 7 -AT.SIAB . AT FTG ' - 'Distributed by: 57ATEOG - 6 T - - -4. .1 9,-4,. 1 - 2- -1 1 -a t4-� 1 =1 1 ' 2° 2 214 2 (211 2 Z - 2,(211 Z 2 2MI 1 2 2•Z 2 2 2 2 a 4 -11 14 -4. 14 4�D -11 us -17-7 1T -B to 1 -6' 1D 1 --6' 1D. 2 -2 2 2 Z 2 -Z 2 "2 Z Z s 2 2 z Z 2 2 T SO PSF SHOW LOAD; 90 :� UFH WII1D LOAD.•., - • _. V-0 W-3113).-3 D- 19 .2 01-24211 2 212if 24211 -0 T -o 8-d ' 16 -3 r -1t to 1 1 21 i 21-24211-72- 2 .22. ' 2 2 2 4 r-4 / 4-D 1 -6' • 2 2 Z 2 2- <� 6-i1- 1r 4-3' to -a 22 2 2:2 ' `30 PSF 7 SNOW LOAD; 100: ]pH _ wnm. vu •- - 4 -0 9 - • lir-5-06) lr- -4 21 2 : < 12 (214- 2 4 2121 T - 1ti• -S• -1 1 1 •2 2 4 2 2 -2 2: 2 4 2 2 2' T-0 . SW- UZ-4i 1T -a 3 2 3 2 C- ' ' - 4-9 4-9 1 -00 24 3' 3- 4- 90 ' PSF SNOW LOAD. 110 MPH VIHD'. LOAD 9 - 2-T-4-(=-) 3 -1 - 2 CM 1'-3 - 2 T .r W-4' .. 1 T -a -1 } - .2 f3ll 3 - 4 (311 -0' -3 -67w 19 -1' 3 - 2 -3 - 2 T-0 7-11 1 . s -b' i4=43 4 .- 2.--'4 r 2 < -0-9' -4 19 4-9 6-11 z0 '4- Manufactured by: Texas.Aluminum Industries, Inc. 2900 Patio Dave Houston, Texas 77017 mATTACHED COVER TABLES DIUMG • Iftr .R PPC - 4 WITHfC4"l CFS=vAll`NG { t Manufactured by: Texas.Aluminum Industries, Inc. 2900 Patio Dave Houston, Texas 77017 mATTACHED COVER TABLES DIUMG • Iftr .R PPC - 4 WITHfC4"l CFS=vAll`NG - 'Distributed by: 57ATEOG Viking Builders, Inc, -Viking Aluminum, Ina-Viking-Ajwm Supply - 5421 E. Chayentm • 1440 S. Balboa Ave. 11385 Sualise Park Drive 1200. Las Vegas, WV -89115 Ontado, CA -91761 Rancho Cordova, CA 95742 702-644-0301 - 909-930-1541 916-635 2745 Manufactured by: Texas.Aluminum Industries, Inc. 2900 Patio Dave Houston, Texas 77017 mATTACHED COVER TABLES DIUMG • Iftr .R PPC - 4 WITHfC4"l CFS=vAll`NG r � t COLLUM "M A�dUM a:LUt :SPACIi`iG TABLE A . . . CO .. .. �t� 10 PSF ,. LIVE LOAD. ?0 h'H FfII�TD LOAD:.. '. MAXIMUM .3* X 8' X .042' BEAM 3'X _8- 6EAU. W SERI+' ' 7WeUTARY 4100 ,xCL FOOTWc52E 1MDTH ! SPACWG " 'Hp .56it8.' . W a SPACOiG !! ..- ' SLA9 ' W/5 -AS (2) X .o95' STEEL-CENTERCOLUMN �.. -6•.-p' ' 13 r - 1 18'SOx 33'. 18'5 � Y 24 i2/' 8 ;: 2 26 SOz 33' 1 8 'Sax 3 0' ' 2:r20'-0 ' 28 SOai 33' ta'SOac't30' T.-0' 12-T. 1 18'SOs:'3r 18' 4 : 8-0' 11-10' 1) 18's0- 3S 18:. x 24 18-9 (2) 26'SO:iEr337"1a-sax.`3o' . x 24' 178' (2) 26.5c`'33•' frsWi"30" g. p' 11'-2' (1 1a'Sox 3r 18•$O = 0:9 10•-0' 10:-T. i la'SO- 33' 18'50x-24' .16'-9'(2) 26'So x 33. 18's;aX 30' 0' (2) 25'SOx 3. la?SOik 3p' 11.-0" (1)j18'Sox 33' I18'S : 24'• 16'- 3' 12 -0 . 9'-a' 1 18 SOai. 33' 18.50fr 24' 15'=4' (2 26'SOac-33' 18'SO.x 30' 3' So. X ,120' STEEL CENTER COLUMN. - ". 10 PSF LWE LOAD..- 90 'MPH W/ 2'X 6 1/2'X .024' SIDEPLATES 3' w.... I .t88 t+�STEEL.CENTE • COLUMN "SIDEPLATES. W/ -2'X 6 1 /2'X.024' '" 13'-r (1) 26'50.: 33' 18'50- 30' 21 -8 E 2) 28'SO.ii : 9' 22'SOai' 30' -0 12'-r (1), 26'SQac 33' 18'sox 30'..20. 0_Q` 2 26's0:x X39' 22'50 s-30' 8'-0" 11'-10. 1 126 SO is 33' Ita'SOx 30' 18 9 .:(2 28•SO.ki ,39'. 22-SOx' 30' 1 26'50- 33' 18'50- 30- `1T-8'(2) 28mm 39'; 22'SOai'30'. 11'fl1)26"d 1 "az:'W-418'SO.z 30'. 16'-9' (2)T8'SO.it� 39'' 22'SOz 30' 11 -0 10'1 26-SO:z' 33' 187So x`30- 16--G- (2)2SSO:i 39': V-8' 1 26•SOx 33' 1a•Sox 30' 15-4'2) 28 ASO i 3922'S0.X -30'. 10 PSF .LiPE LOAD,; 100 mrK .i9m.. LOAW' 4 -0• 30'-:39' 24'50- 33' 131- 26'S2x36' 20' 30- 21'-8'3) 50 )26'50.. 36' 20•SQx 30 20'-o- (3) 305080 39' 2450-z 33' -0' 12'- 2)26- so.. 8'-0' 14 -10'(2 2650:36' 20'SQs:3018'-9' W-0' 11•-2' 2 26'SO- 36' 20'50- 30' 17'-8' (3) 3050:: 39'.24'SOx 33' 10-0 10'-T (2 26'50.: 36' 20'50-.30"= -16',-9' . 3 : 30'SOx .39' 24'SOx 33' 11'-0 10'-1' (2)-26-SOx 36' 20'50.: 16 -0' :( 30'50:: 39"k24'SO.ic 33' 1Y-0- 9'-a' 2 26-SOx 35- 2o7SO-. 15-.4": 3 <30'SOx 39'*24'SOac 33' 10 PSF LTVE- ;LOAD, ;`110 l�Fi `MIND -LOAD -..:- 4-V _ 6'-0' 13'-1'2 128 SO.z t39 .. 22•SOs 30 21 -8' 4 307SOx .42'4 Sox"`33' -0 12'-7" 2) 2a'SO.z 39'122'50: 30?::.;2-0- 4 30'SOx.42'4'50.k-;33� B'-0• 11'-10 (2) 2a"SQz 39'-'1.22'50- 30' 18'y9' (4 'SOx 42'[24'-SO:i ' 33' ' 11'-2' (2 128'50x '39' 22 -So- 30- 17--8' 4)30 -Sok 42' 24'SOx 33'� 10'-r (2) 2a'SO:z 39' =SOs'30' :16'-9.� 4 3o'SOa.:512' 24'SOat 33 11'-0' 10'-1 (2)12a'SQ.z 39 I=SC - 30' 16'-0' 14Y30 -Sox 42' 24-SCx- 33' 12'-0' 9-1' 2) 26'50.: 39' 22'50x.30'. 1'5 4 30'SO.x 42' 24'SOk..33' TOt LE w" "` : COLTJ3i SPACIlIG 0tP�S'fi''INE/SN� W 1AAD., . •0. MA)OMUM 3- X,8 ,X .042' BEJW;.. TR18UTa1RY wuct> F007111 c sZE WiDiil' .z S?I1CWC •s SPAdttO �"' W/� No SLAB W-No,sueALAS 4-0•.n 3.x-:.1 18'SQx- 33'•;18, S0s 24' 1 ,Ir.; 2 ` 24!90:'-33 ; a'SO.: ZT' 6-0 w lo•�Z " 1 18'50.:-33*..1a' =24 A .. (2), 24 :� ,M -,0:1i IB'S•27' 'T0' ? 9 '6'.. 1. 18'50.x;°33 1a'S0.�r24...'14:-:.11' 2 14..SO.iv33' la'SO:ii;2T 0•.. 8' ..to''- 1.; 18' 33-. ib!S0s,;24'• i8'sox<'2T` •9 r0 8 -4 -- i ::ta7SU `33'= a�50x 24- .1 :-2:. s 24':0x.33 lal27-. V OWAD °S-0 ' 1` 26'50.x: ST- 1a.SOx 1T-8'_ 2 .26 SO.i -36' 20'50:`3Cr (1- 26'50:: 33' 18'SOx -30=: 16'=2':;.(2:2 , 36' O'S(Lx :30:. 18?SO.i'30': 14'-111712) 2rS0s 38' 20'50::-30'' a 07,717 -TV -40' 1 26-SOai`-= 1e-StU:30-: Is -0--c2 : 2e_so: 3a 2p'so:� 30- a', +1'r_ 1 26:50ai '33 la SO is 30- .13:-2'. (2, 2r3QL3.36'.120'SCU '30' i10'-0' •= T 11 1 26'SOac'33': 18.50x'30' 12'=6- 2 2a.=Soz>36x 20'SCL% 30' . 20 : PSF .LIVE SNOW LOAD, 100 MPH S4IND LOAL _. S -0 .. fi'=3" : 2) 26-50.x 36 20'SO:i .30' -17-a'-" 3R . 28-SO.�i 39' � x Cx- 30' 2 26'SO:ili36' 20'50x..30 > 6-!2'.-. 3 2a' =39' 22'50: 2 _6-' .(2 16?SoJc '36' 20'SO:x 20'! -14! ' 3) z6•�s=39'' 22'SO.Y` 3o' a' -0 a 10' 2) 26'So z` 36' 20;SO:i;'3o. pie. - 3 2a : 61'- 9.;+ 22'50x30'_ (2) 26'SQ.z`36': 2050:`30' 13'� 3 28 Sfl:ir 39` 22'50.:'30 ..",10 -0' T-11'-. ? 26'50:.36': 20'50x.30'" 1 a'".(3 . 28 SCi ` ;-20:.:PSF :LIVE/SNOW�,`LO.AD.:110 ,1�PH WQiD LOAD:... 11'-3' ..:(2 28 :50.r '39' 22'50- 30' `17•=8' 4 : 30:SOxc`39 24'SOx Jr.- 30' 18•-2'_('4 30'SOsri9':24'503'33' 'T-0' '9'-6' 2) �8'SO.ic 39' 22'SOs'�30' 14=11'(4 •50.z --39x 24'50.::33' 8'-O" 8•-1p- 2 2B'SOx 39' 22•SOx 30' 14'-0' (4)130'SQ-3 39' 74'SQx"3r'' 9-0- 1 8•-4' (2)128 -SO.. 39' 22'SQ- 3Cr I 13'-2' (4)130 SOs""39:24' ' .'33' 10-0' I T -1Y (2) 28.50.: 39' 22!50.: 30' 12'-6' (4 30..SW i'39': 24lSOx :33'= X30 kPSF':'SNOW LOAD, 70 UPH'WIIdD LOAM, , ._ MAXUUM j S X a': X,..042' f8EAM ; 31X.8' ;BEAWW . • T TRlELt1TARY W-CWOL ' �FOOMINIOi-9ZE- . MAX, COL .F001WG:SrZE , ';,:'HO` SLAB'; :W •"SPA?MG " :�.NO'SLAB W . 'a'SO.t'30' 15•Sn:x 24'; y4-8 2) 24 30'. WITH .27`18'SO.�i 30' 18'SU 2i'�'15-W' 2 24'30x30' 1a'SOx-2T.1a'SO.ic 30•'.18'SOx 24'<" ;-5 t 1 24'SOx=30'18'SOx21'<-0.. 18 -Ax 30': ia'SCU 24-' 11 ,.T 24'soarso• .1a- 2T; 9. ' -11 1 18'SQ�c 30' 18'SOx 24 : 10'-11 2 24'SOa' 30. 18'SQL i 2T " - 30 - P.SF_.:SNO1P ,IAAD„ 90 W�'WIND:`LOAD. � •S'-0 ; - � ; 9 -4 (1 4'SQ.z':30 _ f a'sax 2T• .14:-8'-: ~2 26'50x_36. • 20'a0s :2X. ; -7--or- 8'-6 (1)124'SOx 30' ta'SOx 27 -13'-S : (2 6'S*x : 20'50:x• 2r ti'T-O. 7-11 .1 24'=i "30' 15'SOx 2r- 1 2 26750::36' 20 SCU 27' 7-4".(111124SOje '30 8'SQx 2r 11`=T . 2 26'SO.i`36' 20'SOx 27' 9--0�-n-:'�(1 24.50: 30- 18'sn.x 27'° ip'-lt (2) 26•sO:u 36' •sOs 27' . , $0 PSF -SNOW ;LOAD. 1OG4 TiIIID :,LOAD A .-r0 ti s S-0 -4 ;.;(2). 24-SOs.36' 2omwi 27- • 14-0 (2 281,=2-3522'SOs-30' 0 8'-6' `(2) 24 SOi_ 36'. 20'Sox 2r. " `13'.=5' 2 2a'SQic: 36' 22'S01i::-3C:• -Q 7-11:..(2)j24•S0x.'3r- 20Mm.2r::12' S 2) 28'50-°3r' 22SOsf30 -:-:8'-0..'. T-4 :r(2)124?SQx:36_ 20'50x'27' 11.,7'` 2 2a'SO.>c'3B' 22'SO:z-301 .i .-0 ..,: .. lT'::(2;: 24'50::.36': zo's0.z 2r 10=11•'(z)::2a'sox36': 2X•sOs•3q'- 30 PSF' SNOTi->:LOAD'' 110 lam$' :WM x .9 =4. --(2) 26'50_ 36 , 20'50.: 30' 14%W' )13 • 30'50- z r39' 24'So ' 8'-6.:'..-2)126'S0.z,36' 20'50.:W 13. _a'- l.. 3)30.' •"39': 5ai 7-57 T-11' ( 26'SO:i:3620'SO:z` 30' .1 =5', (3) 30'SO.i;39'124?SObi`33' ir-.0 > • ;T-4' .'=(2) 26'SO.z. 36'. 20'S0 ti •30 r. :36': 20'50 z 30' 10'=11 3),130.50:;39' 24 SQis33" RAPIER OYETtkkke. fikWibl SPAN. SFE.. SFE TA8IJr_-DM PPC -3 -J TABLE 'DWC. PPC -3 TABLE "B" : COLUMN SCHEDULE COLLUM COLUMN DESCRIPTION'TYPE a �t� 3' So. X .120' ALUM. CENTER COLUMN W/ 2'X 6-1/2'X .024' SIDEPLA'IES. (2) X .o95' STEEL-CENTERCOLUMN W/ 2'X 6 1/2'X .024' SIDEPLATES • 3' So. X ,120' STEEL CENTER COLUMN. - ". W/ 2'X 6 1/2'X .024' SIDEPLATES 3' w.... I .t88 t+�STEEL.CENTE • COLUMN "SIDEPLATES. W/ -2'X 6 1 /2'X.024' '" ' MAY BE SUBSinUTED FDR Ca(.IJWI 1 •` MAY BE SU117 85UTED F..OR CCUJLH ••• MAY BE SUBSTIiUT-D FOR COLUMN . (1 1'�•` A G 2 05 Distributed by:� e •*,c Epp' co�� o .Viking Builders, Inc. -Viking; Aluminum, Tnc: Vildng-Aja= Supply ► q � %� �� � f 5421.E; Cheyenne 1440:SrBalboa Ave: 11385 Sunriso.Park.Drive #200 FREESTANDING PERGOI .�l UA '10] �2s:-VM as; NV89115 Ontario,_CA91761 Rancho Cordova; CA 95742 K �'J tFiTMI:- SM1 909-930-1541 916-635-2245 (WITH LATTICE ) 0 V ' Manufactured by: Texas Ahlminum'Industries, Inc.. ADDENDUM TO ICBO:.EVALUATION: SERVICE INC. REP.ORT':1841P 2900 Patio Dune - Houston., Texas 77017 no.vu ~Erre SCA : 4 DFu rwo =SC-POTIONDR 1[L'IG h'1JYBr3i 'p LU r, _ r TABLE 'g'; MOM= COMM- - 10 PSF LTM LOAD. -70 3d�H' X=' .LOAD MAXWUM TRIBUTARY WIDTH • MAMLWM COLUMN• SPAN? G . AT SLAB '- AT M—. AT SLAB r - e' -r (1616•=e- S a' •-S S' 7-10 1161 5-s• ,rre 2t r -b' 7-r (191) 4'-0' 6--D.' i71•-0' 15•-Q 6'-4-(17-)-- ' ir-4- I a•-0• 071 L 20 PSF LIVE/SZIOW LOAD, so -MPH VM -LOAD— a' -o- s• -al - 1 ir-4r(241 --4' 1D 19, W-51 941 Nt• sem' r -to• 1 • s• -s' i' 1 -9' �a'-3' 24 • 1s'-2� 14•-4 10'-O' 7-e' 1 _ IT -3' 252,111 4•-D' 7-4• 12011r -o' 16'-6. 26' 10 PSF LIVE LOAD: - 90: MPH IM -LOAD: 4-0 S -S r-10• - • 'r -,W, .V -a' r -r 2i 4! -Ir s-0 p• -p 6-9 21 - _H-412r) 20 10-4 lo' -5.20 lr-7' 15- 2 20 PSF LIVE/SNOW LOAD. 110 ]&H JM _YARD >r-r D• -r zt r -3- 2r -r Ns -6' e' -T- 21 6'-6' 19 -Z' 2 - 6' S'-5- .r-10- y . s'_S• T 4•=e'-3- t6'-3' lt1• tl -0S'-3' 7T-3 T2'-0 4•-D' 7-4 23' 4•. .. 16'-6' 30 .10 PSF LIVE LOAD. 100- be0?Fi mw.. LOAD: 4-0 4 -r 23 7'-D' 1'-r 29 _p- 6•_D- r- C ' 2C -Z' 30 -r '• 24 5-0' 19•-1 31- ta-0' s -s' r-4 24' I. s*_s- ta•-t' 3t 11-0' 4'-11' r -r 247 4'-tr 1r-3' 3r 1 -0 4'-a'- r-4- 25• 4'-a' 16'-6 31• 10 PSF LIVE LOAD, 110. )aM IrM LOAD 4 -0- r-0 a'-4' 9'-7' 24 a' -.r W-71311 W -W -r 9'-O' -r 2W-27(31') a'-6' 23 4- 1• 19--1131 to' -a• r -s' a'-1' 2e' V - S* la• -1' 31 1t-0' 41-0' 7•-e• 26 4•-0' rr-r 31' . IX -O" r-4• 26' — ur-a- ar MIS 'A':-:HAXD= `CGLMM -SPAC1Kq-;- 20 PSF ' LIFE/SNOW` LOAD. 70.;MFH. IM • LOAD'S'. , MAXIMUM TRIBUTARY . ADTM � MAMMUM COLUMN VA AT 9U8 AT FTC:— AT' SAO AT rM'- e' -r (1616•=e- t6 -r a' •-S S' 7-10 1161 5-s• ,rre 2t r -b' 7-r (191) 4'-0' 6--D.' i71•-0' 15•-Q 6'-4-(17-)-- ' ir-4- I a•-0• 071 L 20 PSF LIVE/SZIOW LOAD, so -MPH VM -LOAD— a' -o- s• -al - 1 ir-4r(241 --4' 1D 11'-s' 24 90 • PSF'�SNOW LOAD. 100 -WE WIND. LOAD. Nt• sem' r -to• 1 • s• -s' 1r -a•: T -O' 9 • 4'-a'. - .r -s- 19 4•-a' W-9' 1D r -•Ni — 6'-4• — �a'-3' 24 • 1s'-2� 14•-4 10'-O' 6--0•• 5- 20 PSS-L=/SNOW LOAD;' 100 1WE WM-L40'- 4 90 PSF. SNOW LOAD, 110 MPH VM - LOAD = . . ..; - '7'-2' W-07251 I 61-0' S -S r-10• - !r -r 'r -,W, .V -a' r -r 2i 4! -Ir 1Ir-31261 p• -p 6-9 21 20 10-4 10•-� 6'-O' 15- 2 20 PSF LIVE/SNOW LOAD. 110 ]&H JM _YARD 4-0 - -- 5 Ns -6' e' -T- 21 6'-6' 19 -Z' 2 - 6' S'-5- .r-10- y . s'_S• T 4•=e'-3- t6'-3' lt1• 6'-0' 2Y r,. sew ROOF PANQS SH OFOW LY 7Host CTM PPC -7 TAM --w-C--MAlCi= COLUM_3PACIING :: 30 " PSF SNOW- LOAD. -70-IM WIND LOAD-' ._ . MAXMUM COLUMN SPACNG TRiBUTARY STM'" 'AT SLAB AT-fMwm' AT SUB !' AT M" -4 - - r S'=i1' • 1 -- 121 621 90 -PSE SNOTf-LOAD,-. 90 ,�H. WIIID Lt)AD-- 77Y -w - W -5123 a' -o- s• -al - 1 ir-4r(241 --4' 1D 11'-s' 24 90 • PSF'�SNOW LOAD. 100 -WE WIND. LOAD. S' - -- 7-2gn16'-0' 24 20 Ir -47(261, S'-4 20-, 90 PSF. SNOW LOAD, 110 MPH VM - LOAD = . 4-O' '7'-2' W-07251 I _0 _ — 6'_s- W-512 r -o e•-0' 211 1S --r 26 •• 6' -0. p• -p +1'-S'2a 0 PANEL OVERHANG ta' MA>aMW l- y TABLE OB)MMM ATTACHUM LENGTH ' (L) TO PAIIEL : SPAN- (P.S.) , RATIO , . WW - MAD OPEN _ OR , 70 MPH 196 MPH 1.100 MPH • 1 110 MPH 1DZIIbM L/P.S. RE10 OP 1.0 t.Ni 1.0 !.o ENCLOSED I l.2s a SFE !NOTE A OR VMC PP0-7. - FROMT 1' Mn RAM PER Q ROOF PANELS; SEE DWG. PPC -7 i., :. 4M. - w ::EJ1Ctt l -SIDE . TAMS PER• ei(w 2 .SPACED 24'e/c BEAU PER *O Ee stNs fA. OWM PPC -6. O . _ COM FitOFJT� Q FOR RAFTER TABS CONT. RAFT. PER O s$iONAL. o0F PANELS W/ ANGLES PEREMN SWE 70 FRONT O7 M. VqN F 6L Sus 0 12'e% FACT LEO W/2 - #a -WAS St.P JfFASTDOW �� ' SEE MOBUTART WIOM TABLE ORAW HG PPC -3. e-0' HANG STATE Of G���F 0 SEE • USE COLUMN TYPE M.M.® ORO. TABLE 'B'. DWG PPC -i. `> COUAI N - ••• USE CCL -UM TYPE CM ORM; TABLE 'B'. DWG. PPC -4. NUMBER ttl 0 PARemEsIs 6. SIZE OF CONCRETE CUBE F0011HG IN INCHES. VM FOOTING SIZE INDICATED EXCEEDS 2B' CJBE USE F0011NG DETALCK - WALL FASTENERS. SEE b 1+S NOTE R DWG. PPC- soUD • a L C�:. 1 ` Biu ovvawixc SEE DM PPc� ��t iAU I LD l NG DLA P�` R M �: A �Y> �`' ACiHG COtin+N 5>z DWO: PPC -7 ��•• - �- o y S anst>9uteeRb4 O,® x y ATTACHED; "PERGOL A:PA 701-- COVER Viking Builders, Inc: Viking Aluminum, Inc: Viking -Ajay Supply (WITH. SOLID COVERING) Mariufact»redby. Texas=�„�, Inc. 5421 E. Cheyenne 1440 S. Balboa Ave. 11385 Sunrise Park Drive n200 'Las Vegas, NV 89115 Ontario, CA 91761 Rancho Cordova, CA 95742 2900 Patio ewDXW. 702-644-0301 909-930-1541 916-635.2245 ADjiENDUM TO ICBG EVALUATION SERVICE INC. REPORT 1841P • Houston, Texas 77017 DRA4x sir: a„Y sc�uz . nrurDNc ars�r Arum D CODER TABLES `Trorc Hula= PPC _ 6 _ _ _ NONE A-CnMMWviwrtt 9T k e_SSoc_.1Nc_ 1. .-;...•. anr.r n�vs•flntr ) TA PARWFACWGS CMS ST•OF'.025'• OR .03Z' 7f9CK IJSJIItl�llfi SamOF 3004-H164 ALLOY.) CMM UOR.,AD Y-434. A -PROPRMTMY' ADHESIVE MANUFACTURED -BY MORTON IALG-70•TKE REOUIRE3lE?i75 OF A Tin 2. 0.0 '2 ADHESIVE CAL 00 COM. C,) CM -SHALL BE PRE-;fbRMED 13j/FTs " DEHSi•1Y WANDED POLYSTYRENE FOAM BY HOUSICN FOM p CS.:HAVINO•'A .FU* SPREAD DWEX OF a HATH- A SMOIE DENSITY OF '60 -130 -FOR MOCKNEM BETWEEN •r. AND 4': .. . b.) INE -11A61 FACTURER. AHY t:13MPONETIT CITED ,w mms A-) 7HROuGH C.) ABOVE SHALL cm,T.y 70 7HB COMPLIANCE OE EApDUS1 W OF 7HAT cowcNEHT WITH APPLICABLE SPECIF1CA710N(S). E PAHOS -SHALL- BE• 1H .7HE DIRECTION OF. SLOPE WFlH. NO 7R/It1SVER5E JOIN is. LWIGMUM-A LOWABLE SPANS ARE AS SHOWN IN TABLE, DWO. PPC -7. 2 7711. AT 10 PSF EVE LOAD USE 1- j'12 WOOD SCREW AT 16'%e OiBEDDED '1 1/2' 4ONIYu11 wm GROUP 2 OR BET1ERILUMOM 8:) AT -20 PSR' JIRD 30 .PSF L IVF,/SNOW LOAD USE 2- /12 V C CO SCREWS AT 16'e% WBEDDED 1 1/Y. - f ".GROW Z OR- Brr'19R LUMBEIL _ 3• FWcj csAptM -lliM. U16T5 -MAY. BE -ENCLOSED V47H CVRREX` LY RECOGNIZED IC80 EVALUAMON SEItNCE; LNG PA7f0 COVER ENp OS11RE WALLS. - 4. SEE DRA" PPC -1 FDR ADORLOHAL HOTEL IME OmyA10PSE 11_ EXTRUDED HANGER (sort -T6 ALUM.) 2- '08 SMS Ek PANEL LOCK O OPEN UNITS, 'a- f6 SMS o ENCLOSED UNITS . FASTENERS TO' OCCtJR� VdTrw 1'• AL wRn LEO, TYPICAL . RO XORMEb HANGER (ALUM 3004-H36) —' tLIT' 1 .. ,.1 t f• 6.0' 3004-H36 ALUM. SOLID ROOF PANEL SPANS TYPE 4PANEL * 7NIgW"` .DESIGN LOADS :.. ..... WALL•FASTEHERS 010 St tS O TYPICAL SEE-NOTE"/2 - 70 MPH WIND ::...WIND 90 MPH �'°'°' - 100 MPH WEND• .. B- F6 SMSAFTER MAMUM PANEL SPAN (MINIMUM SLOPE ,020' '12'-6' (4 m--) _ r EXiRU$1GttS . ARE /1A7EC.. 11'-8'' f r%FT.) WALL. FASTNE 23IWI, g', .D25' •14-8' (X/FT:) iC-T.(•4'/FT). SEE Now. #2. 14'-8 (.4`IM) '14'-a' IME OmyA10PSE 11_ EXTRUDED HANGER (sort -T6 ALUM.) 2- '08 SMS Ek PANEL LOCK O OPEN UNITS, 'a- f6 SMS o ENCLOSED UNITS . FASTENERS TO' OCCtJR� VdTrw 1'• AL wRn LEO, TYPICAL . RO XORMEb HANGER (ALUM 3004-H36) —' tLIT' 1 .. ,.1 t f• 6.0' 3004-H36 ALUM. SOLID ROOF PANEL SPANS TYPE 4PANEL * 7NIgW"` .DESIGN LOADS 10 PSF LL ` 20 20 PSF LL/S.L 30 PSF . S.L - 70 MPH WIND ::...WIND 90 MPH �'°'°' - 100 MPH WEND• '110 MPH WIND MAMUM PANEL SPAN (MINIMUM SLOPE ,020' '12'-6' (4 m--) "8'-11' : (•4'/f T.): ; 7-4' (•4�/F7) . 12'-6' (.4'/FT.) 11'-8'' f r%FT.) 23IWI, g', .D25' •14-8' (X/FT:) iC-T.(•4'/FT). 8!7-8' (.4'/FT.) 14'-8 (.4`IM) '14'-a' ROLlFORf1 1T-5 (.4'/FT.) 12'-7. (.4'/F'G) 10'-4' (.4'/>'f.) (47/F . .Q1B' 13'-8' (,4'/FTa 7-3'• (.4'/FT.) 4'-11' f •4�/fT-) 13'-8' (.4'%F7) 11-1' (.4'/FT.) — rx R :024' t8' : 3' (4'/FT:) 12 3' (.4'/F7) 8'-Y (.4 M.) it -3' (.4'/FL)-- ti M ** .. .03Y 20'-0' (4'/FT.) 16' -Ori 4�%FT:) 14'-0' (.4'/FT.) 20-D , f-4 IVL) 1>>'-<' Ge/FT) _ tT.) fY4�', (.4'/rT) 15-i' (.4'/FT.) 2L' -S' (•4�/ ) . ��-�, (-?� , ) 3` .025' 1C-8' (.5'/FT.). 10'-10'(.5'/FT.) 8'-11' (.5•./FT) 16'-8' f.5'/FL) 1C EC' .f.S'/FTc)' — INStJI.ATED #�#* .032' 18'-0'(Z/FT.) 18' 12'-3' (S.�) 1 0'-1' (-5'/�) . 18'--0 (r.i' /FE) ._- . * OR SIGN MWWESS AT 3' INSULATED PANEL.. ** FROM 1080 ER 4244P. BRUCE CHALIMAN 'ENGINEER OF RECORD. +k** FROM TEST DATA PROVIDED BY -C-L PROFE5310HAL SERVICES.. WARREN CAVANAUGH ENGINEER OF RECORD. *#** HEIGHT L£SS 'THAN 10•-0' • , say a we/c.a&WWMA-�SA'- L EX7RVSI= 1 ' t 1 t 5.05.165 444 ' 9 - IJP 0 F I'RUDED HANGER . pF1,UXE GUTTER FASCIA )ELUXE SIDE FASCIA S . ASC TRIM (6063-116 ALUM.) (6063-T6 AUAd.) (6063 -Ts AL ULL) (6063-7e AL UIL) - FRONT -FASCIA (ALUM 3004-H35) 3004-H36 ALUM. 2- Su5 O OPER g� 5- fa s+S o ENCLOSED CORE �_,SStONq( F ult175r TYPICAL QQ'O��•M V�cFC�� � 9 6 yy 3 000' ti G T 05 T F0A1J CORE 24' OR 4a' COVERAGE `SATE METAL SxW - � i , 2-1/2" x 6" FLAT PANEL & ACCESSORIES.- 2'. SA" x 6" FLAT PANEL 3" INSULATED PANEL & ACCESSORIES���LD�i� ®EPA F -FIV -- - Manufactured b)- Texas Aiumin� w9sl ince VWng BaUders, Inc-VDdiig AlumGinu Ina-Viking-AJaa Slippip 3431 L Cbgv=e 1440 L B� Ave L 1385 S=ZLN Puk Dave #2do 2900 Patio Drive Distributed by: Lmve�3,wsgl13 onuL cA91761 RanchoCordoYa,L�A93742 ADDENDUM:TO.ICBO $VALUATION SMICEANC. REPORT 1841P Houston, Tem 77U17 '702-64001 909-930-1Si1 916 3 2243 . DFATA 8Y: � 3�y - -Imi - - - DRATDiG D1=5C IIOH DRAi72iG.HU1�i$ PPC -7 - t ' .. • ,. w .' . '. . _. — • .. ... _: .. ... _ "` '. •. '..-. ::. �r '., ..� ' ... �....... ..w~'-' ..•.r pyy.�J•.,t MR/1.MS tPrV!—. P'...w4L'oti1..Y w... _. +w •., aa.w _ .. . .. TAM cc MAPIM COHTIKi" vam.rlll-I AmN • ; Ji'r��I •3Q. 711JM4ltJlf. j r.xwT1/ Q.:II•..w.ew. Sia•• HtL rdsT-/VDIPSIAZS1 LS PA -T L CLIr U�LL•De:• �� :. IK � • ~ �, :. ,_ { ., �IeQfIL.Y�aiG�06FltRm7;ta._: _.� �• Tn Idw :'e-•- - " • ... ' � - _ � .OKs• _ - .. 1i." l :fix r�xtA ' __•� � '• . i �• - _ t'1Gt •� r a3+' �= '. v, . � � a.. r.+4 . :•L f, _AT.L .&ST-wS.LQ. _ wasr. �[�S .• "_� ,' ;� : t:_:+��- • 4.Z• - !d LwTTLCr: LAP. =a A�•,{T/tb'Q FF3Lrlsi K?*a_-!14 it D' ... .. _ i. Trr rem Y.IQfb rwxtw ' LArma wrfMM .9AT jaw. 0 MjfL DOW • T5 ��/4•••1•iTDE. _:.: ����''f•- ..� �-•� .-_- •L• MAX.T an icoo aoar+si� ALZ!!T l{[7ti w tsstttru+ .:... : r1ee1 !Il - t'+arc I+oT+ctm sKs 1Jx Y>?CylcTl YJH.L� D'1D=DIY. , 1. .• { .,r rM OrPM WAME . LY • N.71=-1�TY�.'r1: G •!7t SRJ�GI�L.5Fj0lpl' .: �. _ 6 OCIDTI 6 ZAVE � �:. oysaa++J+d ssut�n IH •bETAZLl I,1 • VRM1t*_ PPG -Z: •: a `_- .: ? _ �:" _ TMta vtivu►a .g.L. eQi•CGTiOtib 1i7T 0"2t W-- roe ALTERNATE SLAB ATTACIdENTIi' ". ' " ':: ATTAC:HMEN'PAT EAVEDD EXISTING 'EAVE SCHEDULE FOR - .OPEN TYPE LATTICE PATIO COVE"..'.._ sizE of EXISTING RAFTERS; : 0.24rC7,6 MAX.= `` . MAMMUM LATTICE ROOF RARER SPAN i. . . ' V MAIQMUM -O' 10 PSF"L.L. .. 1 2r EXISTING 'EAVE SCHEDULE FOR - .OPEN TYPE LATTICE PATIO COVE"..'.._ sizE of EXISTING RAFTERS; : 0.24rC7,6 MAX.= `` . MAMMUM LATTICE ROOF RARER SPAN . . ' V MAIQMUM -O' 10 PSF"L.L. 2x4 FULL 2r 24'' - W. 2x6 NOTCHED • . 4r. '36' • 2x6''FULI - 42' ;Viking Builders, Inc. -Viking Aluminum, Inc.-Vildng-Ajaxx Supply 4r- = 427 • . 2x8 -NOTCHED 42` . -'• Chntario, CA 91761 Rancho Cordova, CA 95742 4!e . 702-644-0301 .: 42' . '. • h 2x8 FULL- . - -4r- 427. 42• V MAbMUM `O 20:' PSF LL/S.L '2x4 FULL 2r'- 20' 24 NOTCHED 33' 2r 24' 2x6 FULL 4r 36' 2x8 NOTCHED 42' 42' 36' 2x6 FULL 42' 42' 42" : 'L' MAXMMUM O 30 PSF S.L 2x4 FULL 210- 16' Ar 2x6 NOTCHED 2r 18' 18` 2x6 FULL 36- 300- 0' -2x8 WNOTCHED 427 3r 30' 2x8 FULL'-' 42' 42' . • 360 FOR SOLID . ROOF COVERS PER .DRAWING PPC -6, SEE" _ ice ICSO ER -5014P. DRAWING 486. . � • ��Lp1�G p� � �� x= • S�Q � RAFTERS SHALL BE No. 2 OR SETTER DOUGLAS FlR LARCH. 0'-4 1.4; STATE Of cA r f ' � WHERE LATTICE RAFTER SPAN EXCEEDS LISTED SPAN... ..USE WALL CONNECTION. '_ _ ..• . • . • Distributed by ;Viking Builders, Inc. -Viking Aluminum, Inc.-Vildng-Ajaxx Supply A i5421 E. Cheyenne :.1440 S. Balboa Ave. 1.1385 Sunrise Park Drive #200 :Las Vegas; NV ?9115- . -'• Chntario, CA 91761 Rancho Cordova, CA 95742 702-644-0301 .: 909-930-1541 ' 916-635-2245 by . ADDEPTDUM .TO.:;ICBn. EVALUATION..SERY�CE,:INC.: RFPORT; 1841P;l- - — : _ • DRugt 8Y: Sritr= .4:� .� �...'r,..-• •.... DR TWG DMEnITION TM D elu eul a ce ' Vst��n `"" . " E � 'dN,vurcE i�sscc.;iric- - ` DETAILS nrrtr _t.. t Texas Aluminum Industries,Inc. 2900 Patio Dave Houston, Texas 77017 DIUMG NMAMM p p C - S