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031-253-052
R . E . AP k Ch pman 3 /� — 1140- Thermalito Ave. .Thermalito Permit 4756-75P (in all se we.r MARS,HA-LL M—C-HAPMA"N`_ – — 114Q THERMAL 1 TO AVE.,31-2ZT3- cT PERMIT �ROVILLE . #5502-75P(1NST POTION t -L'DGS-SEl9'ER�'�_FYUTUR- " —EUS F ` USE -.�Q /��71�'� 031-25-3-052 00jR DRAKE, BETTY , x 1140 THERMALITO AVE.,OVILLE CONT: COACHWORKS CT. ALUMINUM AMNING 031-253-052 03-1701 DRAKE, BERT 1140 THERMALITO AVE, OROVILLE Cont: GEORGE ROOFING t RE -ROOF 06 I_�cJ %401 rMMMMI I �- CyLo M c-� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMITO. (Rev. 12/96) APPLICATION AND PERMIT _1 -/; 0 % NOTES I I RESIDENTIAL 031-25-3-052 00-1089 k PERMIT NO. 1 _-DRAKE, BETTY_._, 1140 THERMALITO AVE., OROVILLE CONT: COACHWORKS CONST. ALUMINUM AMNINGJ* A 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) CEJ Signature V= OK 0 = Not OK - = Not ApplicaUle MOBILE HOMES = Not Ready. Date ' MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch MISCELLANEOUS Date DECKS, COVERS PORTS GARAGES (Plans) OK except #'s 3. Sewer; Location -Test -Fall -C/O -Concrete 2. 4. Water; Location -Test -Easement Needed (Sketch) Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete 5. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Carports; Windows -Doors 7. Well Clearance 8 Disconnect Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shlhg-Roofing 11. Ext.; Steps -Doors -Landings 12. Date 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; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. 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 MISCELLANEOUS Date DECKS, COVERS PORTS GARAGES (Plans) OK except #'s FINAL (Plans) OK except #'s oning 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 Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater mg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shlhg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels C d B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (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- Enclosure s-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 B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date 46. 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.-/ r Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ r 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 Card B-1 Date Card B-1 Date 63. 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 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or M-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral p Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) W Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 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 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive J Yes D No/Walks ❑ Yes 7 No/Planters 0 Yes 7 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted 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: C AUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P T (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 17111-953-059 ZONING I. BUILDING PERMIT V "'ftTTY DRAKE TELEPHONE 533-4664 SO. FT. OCC. BUILDING VALUATION . OWNERS MAKING ADDRESS 1140 THERMALITO AVE. OROVILLE CA95966 240 3,270 CO S�TELEPHONE COACHWORKS CONST. 916-630-133 DGS+ '4'M fttSSST. , ROCKLIN, CA 95677 CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ 3 270 ARCHITECT OR ENGINEER LICENSE NO. —FilingTCRO Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 4095 BUILDING ADDRESS 1140 THERMALITO AVE. OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S 123.95 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 1 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap -7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Y7 Describe work: ALUMINUM AWNING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W +�-001 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service E00V OR LESS 200A 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 i in full force and effect.2 License Class ) f Lic. No. 7/3 S J � 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 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 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' Aompe tion ins ance carrier and policy number are: Carrier A7 KCr1/1 _ 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 the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth i o ly with os Isions. T X Date _ f ! °—�j Sin ure of Ap nt - ❑ Owner ❑ 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 200A TO 1000A 46,00 NEW CONST. DWELUNG OCCUR so OR AD DNS. ( a ACC. BLAS. 3.5¢FT. NEW CONST. NON-RESID. MULTI.OUTLET @7.50 POWER AP= U 8 SINGLE GULLET CIR. 00 Ex. Occup. OUTLET OR FIXTURES BAIL @':50FIXTURES Ex. Occu . oFlxuTLE�o�a ES oEll 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEiE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONSTTYPE . TOTAL FEE $ 123.95 HAZ v— D FEES IMP — I FLOOD CDF pggCEL pp r HD _po ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat above f r which fees have been paid. By Date PERMIT EXPIRES ON S/2t° 0` Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I PEA, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California. 95965 • Telephone (530) 538-7 MIT NO ADDI lt%A'rlf% ►1 Amn Drourr 5t) ply f� (Hev.1Z,90I n■ • r•vr�• ■v•��••�r ■ r■■■•■• ■ ANSVISOR FARM AUMM /� 2 �. 5 ,_.Q S- _ J a0"NOA BUILDING PERMIT OWN"CJ e L) SO. FT. OCC. BUILDING VALUATION L 00 kTPA= OOFG1 UEMIN 1l1wERs MMAA Fireplace Total Valuation = ARCWMCT OR vaum Ht L?CCME NO. Rrina Fee E 20.00 Permit Fee i 3 �— AACHffR OR 0400MI MWNO ADOREse Plan Checking Fee i w'D"°11°ORE°'1 V =ey- Energy Plan Checking Fee i PERMIT FEE $ 3, LOT HM v sUeOWION1X*-W r !L Map PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF O Duplex O Mobilehome O Other EPOCip,r Each Tr 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK / New O Addition O Remodel O Utiities O Instals' O Other 0 Describe Work / w !N Gas piping stem t - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS 1 G 1 W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service =oA 0ORR ms`s 23.00 Main Service 200A TO 1000A 46.00 NEv+ Co►aT. OwEiLNo o3.QSO. OR AOWri. •ACC. QDt.ccur. 5 R. NOKRE9i0. MULWOUTLEr RAWN C111KIM Q7.50 POWER APPAMTM i 9NOLE OVrUT CIA. Ex. Occup. omv OR FwruRm =0 0 1.0D GAL !0 Ex. Occup. MO o ,0" 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Wsc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.5o Ventilation PERMIT FEE S Mobile Home Installation Fee i Energy Inspection Fee i occ CONST. TYPE TOT L FEE $/, L3 Sr' o_FTES i ► F=O I cop, r ro /o I ssu ZL 1 C�� a l S^ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Date) -• t � ...yp. ,.1,,. . ry 'i., � ,_ yJ,,..�....-.....�,,.xM";wr+':'�iaF^'+4iF"Ffi'J�` 1t 7...ts�l"'�`-�„��.."rvM+a'+�.,,{-,..i�-�-^r'++�...,."n..,,,..r.�.�r�.�..,�1_ 1.�. ,G'OU1%iTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: �- ASSESSOR PARCEL ER: Proposed Building Use: 4_� g Insp P g .,� / _(%. u � � �Buildin _ ector: � Date: S — / ? —O �) At time o �ermit application, I was advised the following data must be submitted prior to permit processing and/or issuance: _ / Date Received By items have been submitted.------------------------------------------------------------------------------------- W., t plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ 77-6"0 ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- Kngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. .-------- 9 od.ineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. 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 .------------------- -----❑10. 1110.Fees of $ ----------------------- ------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. ---------------------------------------------------------- ❑ 13. Flood elevation certificate. ------------------------ --------------------------------------------------------------- El 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -----------= ------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required. Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- 024. Letter of signature authorization. -------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. ------------- ❑ 26. Letter of intent on building use. --------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------- 0 28. Existing violations and/or expired permits. ----------- -------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: Wh you issue the perrmit, process as follows ❑ Mail to owner, ❑ it to contractor. Telephone / �� ""(9' �..U�i�gnd hold for pickup at o Deliv w' inspector. Applicant Date: � /-7 -a�) Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ 'Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: Index permit application for the above items numbered: 2. Additional items required: ❑ Plan Check List 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 Di ' ion counter, by Date: Plans reviewed by: Date: Plans approved by:Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. e,,c MCI /1-1-0 A i n Awa PERMIT NO. 4756-75P P ' E M MH UTIL. _ PERMIT NO. ' PERMIT EXPIRES 7z ER R.E.-Chapman TR. Owner ATION (A.P. 31-253-25 1140 Thermalito Ave., Thermalito Temp. Power Pole Called PG&E _ Temp. Elec. Serv.. Called PG&E _ Temp. Gas Serv. _ Called PG&E JOB FINALED COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING I BUILDING (Cont'd) I PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically- handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECT Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL _ Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DAT REMARKS OR CORRECTIONS 0,C0 a THERMALITO IRRIGATION DISTRICT - J 410 GRAND AVENUE IL, j OROVILLE, CALIFORNIA 95965 TELEPHONE 533-0740 CSA 26 SEWER SERVICE APPLICATION AND CONNECTION PERMIT Service Address: I I t-10 VT's-1>="-T,•2M AL 17e) VE. Owner's Name: -Date-,_1;r, 117 I', Address: 1 1 +-1 f� i'H1=_�� t'v� A.► _ Tn L�,�I r Acct. No: OCc'.r�\11L.i_b= q/_.ti A.P. Phone: No. Units: Applicant/Agent: �.1%A. Agents Proof: Address: Fees: Phone: Application $ ' �- Preliminary Review By: A:�. , �+�1 �t•!J� �1� Date -Y-,) Arrearage V4 1 TA CSA 26 ' Remarks: SC -0 R 1st mo. S.C. Other Total iC1�C. Fees Collected By: Date: Field Review By: LDate: Q Zz Remarks: _w(/ MONTHLY SERVICE CHARGES WILL COMMENCE AUTOMATICALLY UPON: Date of TID approval of completed building sewer (early connection). ❑ 30 days after date above, or on date of D.P.W. approval of completed building sewer, which ever comes first ("existing construction", prior to Mar. 5, 1974). ❑ 180 days after date above, or on date of D.P.W. approval of completed building sewer, which ever comes first ("new construction", after Mar. 5, 1974). DISTRIBUTION: WHITE - TID, YELLOW - APPLICANT, FINK - DPW, GOLDENROD - DPW to TID I COUNTY OF.BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive , -•OroviIle, California 95965 l / Telephone: 534-4541 G ?J 41 — U APPLICATION AND PERMIT authorize representatives of the county of l3utte to enter upon the above-mentioned property for inspection purposes. C� X DateZ. l6 -7S Signature]� of Permi e�1or Agent . Receipt No. _ . i (a!34 Z White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. /'1 DIRECTOR OF PUBLIC WORKS By Date` ermit expires Date BUILDING Owner 2, C�� r SQ. FTI OCC. BUILDING VALUATION Mailing Address I / Z/O �l�GS�ZIn f Out . a Telephone No. 3 SS Fireplace Contractor kV2 Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee Building Address !1. 0 & /T- Ve PLUMBING No.1 @ FEE PERMIT FILING FEE- $3.00 T14 e am t4 1. /'f ' Each Trap 1.50 • Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No.^ 3 �'a�3^ oZ� zoning 8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F . Yaa�a ion Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Improvements p ovements Lawn sprinkler system 2.00 nrn-f2eLt8 Parcel Approval Plans Approval Permit Fee • $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family to Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixturesbo (d2 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. '1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 1 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 1 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE _ $ authorize representatives of the county of l3utte to enter upon the above-mentioned property for inspection purposes. C� X DateZ. l6 -7S Signature]� of Permi e�1or Agent . Receipt No. _ . i (a!34 Z White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. /'1 DIRECTOR OF PUBLIC WORKS By Date` ermit expires Date f L i Ado A A /Y1 A 4 /7-0 s r COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Orovi Ile, California 95965 Telephone 5'rS'4-45#1 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Permitee or Agent Receipt No. /:7 -' � / r White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS 0 01By 1. �.�1 Date Building -permit expires Date iS BUILDING Owner SQ. FT. OCC. BUILDING VALUATION F ; Mailing Address Telephone No. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 -- . Each Trap 1.50 ' Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 / A. P. No. I ! 5 — Zoning &Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees W.C. Sanitation FireDept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans I Parcel Declaration Parcel Ma P 60' R/W Im r p ovements Lawn sprinkler system 2.00 Bldg.. Plans -Recd, I Parcel Approval Plans Approval Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER 0 ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 ,lei, Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family.Q" Duplex ❑ Mobil Home ❑ Others 0 Range, Cook -top or Oven 1.00 - r. Water Heater or Space Heater 1.00 Light fixtures b a a I Receps., switches & fix outlets 20025 CONTRACTORS LICENSE .LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No• @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑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 the Workmen's Compensation Laws of California. PERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Permitee or Agent Receipt No. /:7 -' � / r White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS 0 01By 1. �.�1 Date Building -permit expires Date iS " RECORDING REQUESTED BY OFrIOIAI_ li'EOORDS TEO BY CT Z3 I .11975 YE!++_Gigi`,S)7EV S❑LIUENDERte FEE 1rJ f X0'6°�.?Et �l3TS 11674,1;}?!GEAt l300i1E�rM T SPACE ABOVE THIS LINE FOR RECORDER'S USE "The undersigned grantor (s) declare (s): Documentary trc.lsf r tax is $ ----- - ( ) Compu!ed on fell I-a!ue of property conveyed, or ( ) compuied on full vc!ue less value of liens and.. encumbrances remaining at time of. sale. ( ) Unincorporated area: ( ) City of ..... Grant Deed . D-T.T- 5-------------------- * -__------- ----- THIS FORM FURNISHED BY TITLE INSURANCE AND TRUST COMPANY AND WHEN RECORDED MAIL TO A TO 405 CA (7-73) FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,Ralph E: Chapman and ' Lillian Me Chapman, his Wife hereby GRANT(S) to Marshall R. Chapman, a single man the following described real property in the County of Butte ,State of California: Parcel 3, as.shown on a'Record of Survey Map being a portion of lots'2, 3, 1; & 5 of Olive Homesites Unit #1 Subdivision, recorded July -12.,'1974 in Book 47 of Maps at page 94. RESERVING THEREFROM an easement for sewer pipeline over the Southerly 60 feet of the Westerly 5 feet. Dated October 23, 1975 Ralph E. Chapman STATE OF CALTFORNIA ) Lillian M. Chapman COUNTY OF Butte }SS. yr� ..On 'October 2 .. 1975br.[urc me, the under - sinned. a Nolary hihlic in and for said $tate- pel:Sunally appl;in•d �C �J�j + nom ', Ralph E. Chapman known Iu ine / to be the person whose nunu:_i8 _ suhscrihcd In the within insininieni and ilr.l ul7wleli�ed th;ll__Z"?$_ csecuti:d Ilw s:1III WLTNISti my Il:uta flnd.ollici:d.�a� l w' OFFICIAL SEAL LEO R. Alm"' LTY �•'-•�.�• ._'_"�—•---�._..�. `4 . 1� .NOtARY PUcti! . i_nur0 SignaRNlq LU1•eJl,_V \ -- �� 1---= __•.__ ° r .l tv BURE COUNfY' MY COMMISSION EXPIRES MARCFI 17, 1978 [TIdK for nlllrial i.ularial I'III1: 0I't!l'I No. _ Ill' 'I .II;IItL IV11._i MAIL .TAX STATEMENTS- AS DIRECTED ABOVE MAIL TAX STATEMENTS TO Nome Street Addrett City & Stale L A TO 405 CA (7-73) FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,Ralph E: Chapman and ' Lillian Me Chapman, his Wife hereby GRANT(S) to Marshall R. Chapman, a single man the following described real property in the County of Butte ,State of California: Parcel 3, as.shown on a'Record of Survey Map being a portion of lots'2, 3, 1; & 5 of Olive Homesites Unit #1 Subdivision, recorded July -12.,'1974 in Book 47 of Maps at page 94. RESERVING THEREFROM an easement for sewer pipeline over the Southerly 60 feet of the Westerly 5 feet. Dated October 23, 1975 Ralph E. Chapman STATE OF CALTFORNIA ) Lillian M. Chapman COUNTY OF Butte }SS. yr� ..On 'October 2 .. 1975br.[urc me, the under - sinned. a Nolary hihlic in and for said $tate- pel:Sunally appl;in•d �C �J�j + nom ', Ralph E. Chapman known Iu ine / to be the person whose nunu:_i8 _ suhscrihcd In the within insininieni and ilr.l ul7wleli�ed th;ll__Z"?$_ csecuti:d Ilw s:1III WLTNISti my Il:uta flnd.ollici:d.�a� l w' OFFICIAL SEAL LEO R. Alm"' LTY �•'-•�.�• ._'_"�—•---�._..�. `4 . 1� .NOtARY PUcti! . i_nur0 SignaRNlq LU1•eJl,_V \ -- �� 1---= __•.__ ° r .l tv BURE COUNfY' MY COMMISSION EXPIRES MARCFI 17, 1978 [TIdK for nlllrial i.ularial I'III1: 0I't!l'I No. _ Ill' 'I .II;IItL IV11._i MAIL .TAX STATEMENTS- AS DIRECTED ABOVE MAIL TAX STATEMENTS TO Nome Street Addre.% City 6 State L A TO 405 CA (7-73) FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,Ralph E: Chapman and ' Lillian Me Chapman, his Wife hereby GRANT(S) to Marshall R. Chapman, a single man the following described real property in the County of Butte ,State of California: Parcel 3, as.shown on a'Record of Survey Map being a portion of lots'2, 3, 1; & 5 of Olive Homesites Unit #1 Subdivision, recorded July -12.,'1974 in Book 47 of Maps at page 94. RESERVING THEREFROM an easement for sewer pipeline over the Southerly 60 feet of the Westerly 5 feet. Dated October 23, 1975 Ralph E. Chapman STATE OF CALTFORNIA ) Lillian M. Chapman COUNTY OF Butte }SS. yr� ..On 'October 2 .. 1975br.[urc me, the under - sinned. a Nolary hihlic in and for said $tate- pel:Sunally appl;in•d �C �J�j + nom ', Ralph E. Chapman known Iu ine / to be the person whose nunu:_i8 _ suhscrihcd In the within insininieni and ilr.l ul7wleli�ed th;ll__Z"?$_ csecuti:d Ilw s:1III WLTNISti my Il:uta flnd.ollici:d.�a� l w' OFFICIAL SEAL LEO R. Alm"' LTY �•'-•�.�• ._'_"�—•---�._..�. `4 . 1� .NOtARY PUcti! . i_nur0 SignaRNlq LU1•eJl,_V \ -- �� 1---= __•.__ ° r .l tv BURE COUNfY' MY COMMISSION EXPIRES MARCFI 17, 1978 [TIdK for nlllrial i.ularial I'III1: 0I't!l'I No. _ Ill' 'I .II;IItL IV11._i MAIL .TAX STATEMENTS- AS DIRECTED ABOVE TO 444 C (Attorney in Fact) �' S1'A'Tli OF CALIFORNIA O n COUNTY OF te On _.. October 23 ry - --- - 9'~ 5----•- 1wr"n! nu., III(" undersigned a Nofar'y Public. in :indJh cai ti . pe_fSnnauy appearcd__llph_E,._Cha I . L,t.., w knoor .wn lu in,• to hl If, : icfs , _— w Aitimwy_ in fact OF Lilhian M, - sub5cribcd Iff'ihc witlfin instrunurnl ;ls the _ Chaprr>nn w J :uf l ar6n wh•fl�':d 1O file that h9 nlf ,:rilfcfl tln' nafese - h of .._I,.illUp M. Ch � r ... i, O fit pal—. in fact. .:nnl _his Own nafnc rl a :l tturnf- ' \t�CENISS fly hcnul-all 011icf fl.\rifl. e"= !�: �` OFFICIAL 'SFAL - 'Si'natlll l . ' 1�. 1LI s ..<s:---�— �•� - + /� NOTARY VUhI UCalifily .. f„a 111ti12tJ1� n.f. u - r 450 kly CO E:ll IHC; MAR CI (Typ"I nf' I'rinlrVl) _ C4117,1970. •' _ .. _ _ _ _ ; (Tble arca lor'o01c1a1 nolarl'al Baal) 0 COUNTY OF BUTTE — DEPARTMENT OF—PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Tel eQhone: 534-4541 APPLICATION AND PERMIT Owner,�� . ELECTRICAL No.1 @ FEE Mailing Address 1111D ~ Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or leis) (more than 12) Telephone No. Contractor Light fixtures '20b �2 10 Receps., switches & fix outlets 20 P 25 Mai I i ng Address Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Telephone No. Building Address A. P. No. / �v �^� Zoning & Planning F6W Saffi4a4ien Fire Dept. Fire Zone Use Permit EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Improvements_ p ovements Parcel Approval Plans Approval NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Single F itAW Duplex ❑ Mobil Home ❑ Others CONTR CTORS LICENSE6KAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No, 1 am exempt from the Contractors License Laws of the State of California. Permit Fee MECHANICAL WORKMEN'S COMPENSATION INSURANCE PERMIT FILING FEE I am aware of the provisions of Section3700 of the California Labor Heating Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. Classification 5�5-0a - 75- BUILDING SQ. FT. OCC. I BUILDING VALUATION Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 FEE Permit Fee $ — . ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or leis) (more than 12) Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures '20b �2 10 Receps., switches & fix outlets 20 P 25 Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 Misc. wirino I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X ignature of Nrmltee or Agent . Receipt No. T77Zf White-D.P.W. — Yellow -Assessor — Pink -Inspector --Goldenrod-Applicant Cooling Ventilation Hood Permit Fee @ FEE $3.00 2.00 TOTAL PERMIT FEE $ 4K 100 This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for &,hfees have been paid. TOR OF PUBLIC WORKS BY Date t+tq}permit expires Date 0 7i S • • t �MGWEE" Sr YIC"AiIM '� .ANEE � 18' MAX. btl cn .d LATTICE pe 116.1q \ / OVERHANG RAFTERS O 24 MAX. SEE TABL DWG. PPC -3 RAFTER OVERHANG SEE TABLE DWG. PPC -3 8 BEAM OR 8' BEAM W,ANSERT, SEE TABLE A' DWG. PPC -4 BEAM OVERHANG POST SPACING �D LE "A OR 8'-6' COLUMN HT. SEE TABLE I DWG PPC -4 PG\e1G �G� a •P G �P0 I«+J . ATTACHED SUN COUNTRY"" PATIO COVER. M�Y GENERAL NOTES & SPECIFICATIONS 1. ALUMINUM DESIGN STRESSES ARE PER THE LATEST EDITION OF THE UNIFORM BUILDING CODE AND THE ALUMINUM CONSTRUCTION MANUAL 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL, OR GREATER YIELD AND ULTIMATE STRENGTHS. 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. CONCRETE SLAB SHALL HAVE 3 1/2' MINIMUM THICKNESS AND SHALL BE IN GOOD CONDITION. �►w�t"t 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. DESIGN VERTICAL SOIL BEARING PRESSURE a 1000 PSF. . , 5. ALL STEEL MEMBERS JH(LLL BE HOT DIP GALVANIZED OR ELECTROPLATED AND CONFORM TO ASTM SPEC. A-446 GRADE C. 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED, STAINLESS y, •; STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO ASTM SPEC. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16 IN. MAXIMUM. 't 7. 7. EXPANSION ANCHORS INTO CONCRETE SHALL BE ICBO EVALUATION SERVICE, INC., RECOGNIZED AND 4/0NALE�O SHALL HAVE THE MINIMUM VALUES INDICATED IN TABLE 'C". MINIMUM CONCRETE EDGE DISTANCE IS SIX (6) INCHES. 8. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSIBILITY. ��`0M4•+o 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED (i.e. PROJECTION, POST SPACING, FOOTING DETAIL, ETC.). 7488 10. LATTICE TYPE COVERS SHALL NOT BE ENCLOSED, FREESTANDING COVERS OF ALL TYPES SHALL NOT BE ENCLOSED. 11. THE LATTICE TYPE STRUCTURES SHALL NOT BE COVERED WITH ANY TYPE OF SOLID MATERIAL AS THE r. DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL PROJECTED AREA OF THE LATTICE, RAFTERS, BEAMS, ETC., PER I.C.B.O. CRITERIA. .w Deluxe Lattice System a Division of Viking Builders, Inc. 3004—H36 ALUM. f \ k BEAM/RAFTER /O 0-112' SQUARE OR.2" SQUARE 1 ) .018• I 3004—H36 ALUM. LATTICE f k .040" O 6063 -TS AND = r 3004-H36 ALUM. .048" ® STEEL .1. ti RAFTER/SIDEPLATE <�/ 6061—T6 ALUM, f BEAM INSERT Q r W TYPICAL '4 "BRACKET O ` ICBO EVALUATION SERVICE INC. REPORT 1841P DRAWN BY: R2D2 SCALE. NONE ASHTON DATE: ,VANCE & ASSOC.,INC. L._ I OCT. 20. 1995 ' 3004-H36 8 ATTACHED COVERS 6063-T6 ALUM. OR A-446 GRADE 'C' GALVANIZED STEEL 8 FREESTANDING COVERS. COLUMN/POST �I �1 AN _ .048- o STEEL ----------- 12N ------- TYPICAL "U" BRACKET P4 rrl� COUN I 3 It 91".X RUILDNNG 0V VIKING BUILDERS, • INC. ., 2900 PATIO' DRIVE + HOUSTON, TEXAS 77017 • (713) 946-9000 DRAWWG DESCR.T nON GENERAL NOUS, DRAWMG N MER PPC_ 1 ISOWMC AND PART DETAIIS ti i°-0. ALTERNATE L =3 ■ ., sB e USE 4 PERO(W 3/4', H-3/4", ?" L=2') O TOP, BOTTOM & MID HEIGHT W/2 -1/8'0 POP RIVETS EACH LEG. •'iia (1214-S TOTAL) y,��'�rvEEp 3'SQ. COLUMN PERO— �7% YILNAFIYC rO °"a o o NOu�,A a 3 7naon a 4 9Yra/ . 9• r Y+ • 011[ � V s ° E i 779°r ' F 0 EIhmst IL m �QI- o m F'7J70vwl E�" �o'E°ls rt•♦� s' 7469 . Y ! rr� SIDEPLATES PER SEE TABLE '8'. D PPC -4 FOR REQUIRED THICKNESS X114 SMS AT TOP, BOTTOM & 24"c c MAX. BETWEEN. SEE L ALTERNATE ADJACENT �SI OF POST AND l SIDEPLATES /e SMS TYPICAL I LATTICE PER RAFTER PER TABLES 8cO0RO TYPICAL POST/COLUMNO LATTICE TO RAFTER O L-6') W/2 -/8 SMS TO RAFTER SPLICE SHALL OCCUR & 2 -/12 X 1 1/2' WOOD SEE POS�AT SLAB JBEAM DIRECTLY OVER INTERIOR HANGER O 6-1/Y PER COLUMN SCHEDULE NOT PERMITTED O I I BOTTOM OF `dtI fff/11P05T. 2 - POST UNITS 6- #1 4 SMS ,&q4 SMS D 4 T 5 i t• F OR© EACH SIDE ee I PLASTIC 8' BEAM PER O qp — — PER Cs PERO PLUGS, I I A PORTIONS NOT SHOWN 'U" TO FOOTING R TYPICAL FOR EMBED DEPTH L-2 3/4').— rt SIDEPLATE EACH - 1 I SIDE PERO DWG. PPC -4 I I 3 X B' BEAM BEAM L-2 3/4") PER _i =fi; __ I — SIDEPLATE EACH EACH SIDE II II II -:-:_ I I I_, /14 SMS O TOP, BOTTOM & 24'c/ I I SIDE PERO s 3'S0. POST MAX. BETWEEN A I O PER - I 3'SO. POST BETWEEN A I I SIDEPLATES PER O I I I BEAM TO POST CONN. 0 /14 SMS EACH SIDE O TOP, BOTTOM 8, 24'c/c MAX. BETWEEN SIDEPLATE TO COLUMN 3 -/14 SMS EACH SIDE 2 1/2 -So. X GALV. STEEL WASHER 8" BEAM CONNECTION O 1 ft 3'SQ. COLUMN AND FOOTING 3'SO. X .046• COLUMN PER O PER `�J EACH SIDE OF TER �W=1 1/2", H=1 1/2- 2 3/4 ) W/2 -/18 SMS TO FTER & 2 -/14 SMS TO AM RAFTERS O 24-c/c MAX.. PER TABLES OR BEAMPER (Df//U'U' BRACKET PER / F� `P (H=1 1/2, L-2 3 4 W-2 1/8' O 6"RAFTER,, W-3 1/8' O 8 -RAFTER) W/4 -/8 SMS TO RAFTS & 2 -f14 SMS TO BEAM RAFTER TO BEAM CONNECTION O ' 'U' BRACKET TO POST 5/8'0 EXPANSION BOLT ICSO RECOGNIZED FOR 750/ CONCRETE FOOTING IS TENSION. A CUBE, SEE TABLE 'A' ATTACHED UNIT POST AT SLAB CONN. O DWG. PPC -4 OR PPC -6 ATTACHED UNIT FOR SIZE. POST AT FOOTING CONN.O Deluxe Lattice System a Division of Viking Builders, Inc. BEA 2x CONTINUOUS DOUGLAS FIR LEDGER, SAME DEPTH AS RAFTERS 2 - /8 SMS RAFTER EACH SIDE PETABLE 0* T 1"MIN. SCREW O PENETRATION. TYPICAL v_ J2 - /12 X 1 1/2- WOOD" SCREWS EACH SIDE ANGER TO LEDGER 2 - /8 SMS EACH SIDE • J2 , PER O EACH SIOE OF RAFTER (W-1 1/2', H-1 1/2',pq SIDEPLATES EACH SIDE L-6') W/2 -/8 SMS TO RAFTER I & 2 -/12 X 1 1/2' WOOD SEE POS�AT SLAB SCREWS TO LEDGER HANGER O 6-1/Y PER COLUMN SCHEDULE RAPIERS & U26-2 O 8' RAFTERS I I BOTTOM OF PENETRATE SOLID WOOD BACKING 2 -j8 SMS 1 1/2' MINIMUM LAND /•>� WALL CONNECTION I DETAIL 1 I) FOR — — PER Cs PERO SEE TABLE 'C' I I A PORTIONS NOT SHOWN 'U" TO FOOTING 3'50. POST X .024' COLUMN 'U' BRACKETI FOR EMBED DEPTH L-2 3/4').— ",jl BRACKET ANCHOR, SEE TABLE 'C', I (W-2 3/4 OR 3 1 8"; H-3"; DWG. PPC -4 _ 3 X B' BEAM DING. PPC -4 L-2 3/4") PER _i =fi; __ I — PORTIONS NOT SHOWN EACH SIDE II II II -:-:_ i l.:_:' - 0 3 0" MIN. t �. - CONCRETE SLAB 2-1/2'SO. X 1/4" THK3C 5= /14 SMS ' GALVANIZED STEEL PLATE EACH SIDE OF WASHER INSIDE 'U' BRACKET 'U' BRACKET TO POST 5/8'0 EXPANSION BOLT ICSO RECOGNIZED FOR 750/ CONCRETE FOOTING IS TENSION. A CUBE, SEE TABLE 'A' ATTACHED UNIT POST AT SLAB CONN. O DWG. PPC -4 OR PPC -6 ATTACHED UNIT FOR SIZE. POST AT FOOTING CONN.O Deluxe Lattice System a Division of Viking Builders, Inc. BEA 2x CONTINUOUS DOUGLAS FIR LEDGER, SAME DEPTH AS RAFTERS 2 - /8 SMS RAFTER EACH SIDE PETABLE 0* T 1"MIN. SCREW O PENETRATION. TYPICAL v_ J2 - /12 X 1 1/2- WOOD" SCREWS EACH SIDE ANGER TO LEDGER 2 - /8 SMS EACH SIDE • J2 , PER O EACH SIOE OF RAFTER (W-1 1/2', H-1 1/2',pq PE ICd( 2 L-6') W/2 -/8 SMS TO RAFTER ER1j BUTT & 2 -/12 X 1 1/2' WOOD SIMPSON U28R SCREWS TO LEDGER HANGER O 6-1/Y ATTACH WOOD LEDGER TO HOUSE RAPIERS & U26-2 O 8' RAFTERS W/2 -i12 WOOD SCREWS O 16'e/e, BOTTOM OF PENETRATE SOLID WOOD BACKING 2 -j8 SMS 1 1/2' MINIMUM WALL CONNECTION NESTE,'UBRACKETS ONTINUOUS INSERT ER1j BUTT PLI DIRECTLY OVER ITERIOR POST BOTTOM OF 2 -j8 SMS LINSERT BEAM NESTE,'UBRACKETS — — — — — — — PER Cs NESTEU' BRACKETS PER 6 (W=3', H-1 1/8', L-2 3/4').— I I I BOTTOM OF 3 X B' BEAM SEE (b FOR I II 3'SQ. SMS II II PORTIONS NOT SHOWN EACH SIDE II II II 3'SQ. POST PER 3 O I 8" BEAM WITH INSERT CONNECTION G 0 q POST & FTG- 3"SQ. POST PER O I & TABLE "A', DWG. PPC -5 SIDEPLATES A I I CONCRETE SLAB WHERE OCCURS — ii: -�'�jr�! •` I .. �. ., Ili-:.i:,a!1-da...iii� 3/8-0 X 9 -LONG BOLT THRU POSTS SEE TABLE 'A" ENctH DWG. PPC -5 wDnH A LFOR CONCRETE FOOTING (SQUARE) DIMENSION FREESTANDING TYPE POST AT FOOTING CONN.O ICBO EVALUATION SERVICE INC. REPORT 1841P DRAWN BY: R2D2 I SCALE: NONE ASHTONNANCE 71 & ASSOC-INC. DATE: f =1 OCT. 20, 1995 INSERT SHIM O VIKING BUILDERS, INC. 2900 PATIO DRIVE • HOUSTON, TEXAS 77017 • (713) 946-9000 DRAWWG DESCRIPTION DRAWING NMER PP DETAIL4 r • • C E�4MEEN. � 2 r 67 YICNNEI Y, O a VANLE CN& �a 10 Mo 116 • �,;, ,..r14t �C1rONALEr a 8 4v 4`. 8Q B `f,NCf q V, MKNAEI My1,� O VANCE 9` ........... :YIIt f' 40 0 TABLE "A" MAXIMUM COLUMN SPACING COLUMN 10 PSF LIVE LOAD, 70 MPH WIND LOAD MAXIMUM 3 X 8 X .042 BEAM 3'X 8' BEAM WANSERT TRIBUTARY MAX. COL. FOOTING SIZE MAX. COL. FOOTING SIZE VWDTH • SPACING rr NO SLAB W AB ***.SPACING** NO SLAB W/SLAB •rr 6'-0" 13'-7" (1) 18"SO.x 33" 18"SQ.x 24' 21'-8 (2) 26'SQ.x 33" 18"SO.x 30" 7'-0" 12'-7" (1) 18"SO.x 33" 18"SO.x 24' 1 20'-0" (2) 26"SQ.x 33' 18"SO.x 30" 81-0.11'-10"(1) 18'SQ.x 33" 18"SQ.x 24" 18'-9' (2) 26"SQ.x 33' 18"SQ.x 30" 9'-0" 11'-2" (1) 18"SQ.x 33" 18"SO.x 24' 17'-8' (2) 26'SQ.x 33' 18"SQ.x 30" 10'-0" 10'-7' (1) 18"SQ.x 33" 18"SO.x 24' 16'-9" (2) 26"SQ.x 33' 18"SQ.x 30' 11'-0' 10'-1" (1) 18"SQ.x 33" 18"SQ.x 24' 16'-0' (2) 26"SQ.x 33' 118"SO.x 30" 12'-0" 9'-8" (1) 18'SO.x 33" 1B"SO.x 24' 15'-4' (2) 26"SQ.x 33' 18"SO.x 30' 14'-0" (2) 24"SQ.x 33" 18"SQ.x 27' 10 PSF LIVE LOAD, 90 MPH WIND LOAD 6'-0" 13'-7' (1) 26'SQ.x 33" 18"SQ.x 30' 21'-8' (2) 28"SQ.x 39" 22"SQ.x 30" 7'-0" 12'-7' (1) 26'SO.x 33" 18'SQ.x 30" 20'-0' (2) 26'SQ.x 39' 22'SQ.x 30" 8'-0 11'-10" (1) 26'SQ.x 33' 18"SO.x 30" 18-9 (2) 28"SQ.x 39' 22"SQ.x 30" 9'-0" 11'-2" (1) 26'SQ.x 33' 18"SQ.x 30' 17'-8' (2) 28'SQ.x 39' 22"SQ.x 30" 10'-0" 10'-7" (1) 26'SQ.x 33' 18"SO.x 30" 16'-9" (2) 28"SQ.x 39' 22"SQ.x 30" 11'-0' 10'-1" (1) 26'SQ.x 33' 18"SO.x 30' 16'-0" (2) 28'SQ.x 39',22'SQ.x 30" 12'-0' 1 9'-8' 1) 26"SQ.x 33' 18'SO.x 30' 15'-4' (2) 28"SQ.x 39" 22'SO.x 30" 7'-0" 10 PSF LIVE LOAD, 100 MPH WIND LOAD 6'-0" 13'-7" (2) 26"SO.x 36' 20'SQ.x 30"' 21'-8' (3) 30"SQ.x 39' 24'SQ.x 33" 7'-0" 12'-7' (2) 26"SQ.x 36' 20"SO.x 30": 20'-0' (3) 30'SQ.x 39"124"SQ.x 33" 8'-0" 11--10"(2) 26'SQ.x 36' 20"SO.x 30"' 18'-9" (3) 30'SQ.x 39" 24'SQ.x 33" q.-O.I. 11'-2" (2) 26'SQ.x 36" 20"SO.x 30": 17'-8" (3) 30"SO.x 39' 24"SQ.x 33" 10'-0 10'-7 (2) 26'SQ.x 36' 20"SO.x 30" 16'-9' 3) 30"SQ.x 39" 24'SQ.x 33' 11,-0" 10-1" (2) 26"SQ.x 36' 20"SO.x 30" 16'-0' 3) 30"SQ.x 39' 24'SQ.x 3" 12'-0- 1 9'-8' 2) 26"SQ.x 36' 20"SQ.x 30"1 15'-4' (3) 30'SQ.x 39' 24"SQ.x 33' 11'-3" (2) 26"SQ.x 36" 20'SQ.x 30" 10 PSF LIVE LOAD, 110 MPH WIND LOAD 61-0. 13'-1 2) 28"SQ.x 3922"SO.x 30" 21'-8' (4) 30"SO.x 42' 24'SO.x 33' 7'-0 12'-7 2) 28'SQ.x 39' 22"SQ.x 30' 20'-0' (4) 30'SQ.x 42' 24'SQ.x 33' 8'-0' W-10"(2) 28"SQ.x 39' 22"SO.x 30" 18'-9" (4) 30"SQ.x 42" 24"SO.x 33' 9'-0" 11'-2" 2 28'SO.x 39' 22"SO.x 30" 17'-8" (4) 30"SQ.x 42' 24"SQ.x 33" 10'-0" 10'-7" 2 28"SQ.x 39' 22"SO.x 30' 16'-9' (4) 30"SQ.x 42' 24"SQ.x 33" 11'-0' 1 10'-1' (2) 28'SQ.x 39' 22"SO.x 30" 16'-0' (4) 30"SQ.x 42' 24"SQ.x 33" 12'-0- 9--8- 2) 28'SQ.x 39' 22"SO.x 30" 15'-4" 4 30'SQ.x 42' 24"SO.x 33" • SEE TRIBUTARY U1DTH TABLE, DRAIIANG PPC -3. NUMBER 04 PARENTHESIS IS THE COLUMN TYPE PER TABLE 'B' BELOW, ***A 3 1/2NCM THIP( (MIN. CONCRETE SLAB SHALL OCCUR UNDER THE ENTIRE COVER AND EXTEN 1I-9' MINIMUM BEYOND EXTERIOR FACE(S) OF COLUMNS. TABLE "B" : COLUMN SCHEDULE COLUMN COLLUN DESCRIPTION (1) 3" SO. X .120" ALUM. CENTER COLUMN 3' X 8' X .042' BEAM W/ 2"X 6 1/2-X .024" SIDEPLATES. (2) 3" SO. X .095" STEEL CENTER COLUMN 5'-0" W/ 2"X 6 1/2"X .024" SIDEPLATES. r (3) 3" SO. X .120" STEEL CENTER COLUMN 10'-2" (1) 18"SQ.x 33' 18"SQ.x 24" W/ 2"X 6 1/2-X .024' SIDEPLATES. rr (4) 3" SQ. X .188" STEEL CENTER COLUMN 14'-11'(2) 24'SQ.x 33' 18"SQ.x 27';- W/ 2"X 6 1/2"X .024' SIDEPLATES. rrr TABLE "A" MAXIMUM COLUMN SPACING TABLE "A" MAXIMUM COLUMN SPACING 20 PSF LIVE/SNOW LOAD, 70 MPH WIND LOAD MAXIMUM 3' X 8' X .042' BEAM 3'X 8' BEAM W/1NSERT TRIBUTARY WIDTH r MAX. COL. FOOTING SIZE MAX. COL. FOOTING SIZE SPACING rr NO SLAB W uB a• SPACING" NO SLAB W •r• 5'-0" 11'-3" (1) 18"SQ.x 33" 18'SQ.x 24" 17'-8" (2) 24"SQ.x 33' 18"SO.x 27' 6'-0" 10'-2" (1) 18"SQ.x 33' 18"SQ.x 24" 16'-2" (2) 24'SO.x 33" 18'SQ.x 27' 7'-0" 9'-6" (1) 18'SQ.x 33" 18"SQ.x 24" 14'-11'(2) 24'SQ.x 33' 18"SQ.x 27';- 8'-0" 8'-10' (1) 18"SQ.x 33" 18"SO.x 24" 14'-0" (2) 24"SQ.x 33" 18"SQ.x 27' 9'-0" 8'-4" (1) 118"SO.x 33" 118"SO.x 24" 13'-2" (2) 24'SO.x 33' 18"SQ.x 27' 10'-0" 7'-11" (1) 118"SQ.x 33" JIVSQ.x 24" 12'-6" (2) 24'SQ.x 33" 18'SO.x 27" 20 PSF LIVE/SNOW LOAD, 90 MPH WIND LOAD 5'-0" 11'-3" (1) 26"SQ.x 33" 18"SQ.x 30" 17'-8' (2) 26'SQ.x 36" 20"SQ.x 30" 6'-0" 10'-2" (1) 26'SQ.x 33" 18"SQ.x 30" 16'-2' (2) 26'SQ.x 36" 20"SQ.x 30" 7'-0" T-6" (1) 26"SO.x 33" 18"SQ.x 30" 14'-11'(2) 26'SQ.x 36" 20"SQ.x 30" 8'-0" 8'-10" (1) 26'SQ.x 33" 18"SQ.x 30" 14'-0" (2) 26'SQ.x 36" 20"SQ.x 30" 9'-0" 8'-4" (1) 26'SQ.x 33" 18"SQ.x 30" 13'-2" (2) 26"SO.x 36" 20"SQ.x 30" 10'-0" 1 7'-11" (i) 26'SO.x 33" 118"SQ.x 30" 1 12'-6" (2) 26'SO.x 36" 20"SQ.x 30" 7'-4' (2) 26'SQ.x 36' 20"SQ.x 30" 11'-7' (3) 30"SQ.x 39' 24'SO.x 33" 20 PSF LIVE/SNOW LOAD, 100 MPH WIND LOAD 5'-0" 11'-3" (2) 26"SQ.x 36" 20'SQ.x 30" 17'-8" (3) 28'SO.x 39" 22"SQ.x 30" 6'-0" 10'-2" (2) 26"SQ.x 36" 20"SO.x 30" 16'-2" (3) 28"SQ.x 39" 22"SQ.x 30" 7'-O" 9'-6" (2) 26"SQ.x 36" 20'SO.x 30" 14'-11"(3) 28"SO.x 39" 22"SQ.x 30" 8'-0" 8'-10" (2) 26'SO.x 36" 20'SQ.x 30' 14'-0" (3) 28"SO.x 39" 22"SO.x 30" 9'-0" 8'-4" (2) 26"SQ.x 36" 20"SQ.x 30" 13'-2" (3) 28"SQ.x 39" 22"SQ.x 30" 10'-0" 1 7'-11" (2) 26"SQ.x 36" 20'SO.x 30" 12'-6" (3) 28'SO.x 39" 22"SQ.x 30' 20 PSF LIVE/SNOW LOAD, 110 MPH WIND LOAD 5'-0" 11'-3" (2) 28"SQ.x 39' 22"SQ.x 30" 17'-8" (4) 30'SQ.x 39" 24'SO.x 33" 6'-0" 10'-2" (2) 28'SQ.x 39" 22'SQ.x 30" 16'-2" (4) 30'SQ.x 39" 24"SQ.x 33" 7'-O" 9'-6" (2) 28"SQ.x 39" 22"SO.x 30" 14'-11"(4) 30'SQ.x 39" 24"SQ.x 33" 8'-0" 8'-10' (2) 28'SQ.x 39" 22'SQ.x 30" 14'-0" (4) 30'SO.x 39" 24"SQ.x 33" 9'-0" 8'-4" (2) 28"SO.x 39' 22"SQ.x 30' 13'-2" (4) 30'SQ.x 39" 24"SQ.x 33" 10'-0" 7'-11" (2) 28"SO.x 39' 22"SQ.x 30' 12'-6' (4) 30'SO.x 39" 24"SQ.x 33" 18" MAX. LATTICE OVERHANG lf%�� RAFTER OVERHANG SEE TABLE, DWG. PPC -3 RAFTERS 0 24"c/c MAX. SEE TABLE DWG. PPC -3 SPAN, SEE DWG. PPC -3 I \ RAFTER OVERHANG SEE TABLE DWG. PPC -3 8' BEAM OR 8' BEAM W/INSERT, SEE TABLE 'A', DWG. PPC -5 8'-8" MAXIMUM COLUMN HEIGHT s�' o PG�NG, QQG. t • MAY BE SUBSTITUTED FOR COLUMN (1 v .. MAY BE SUBSTITUTED FOR COLUMN (1� el (2). FREESTANDING SUN COUNTRY"" PATIO COVER p+ MAY BE SUBSTITUTED FOR COLUMN (1 (2) & (3) (WITH LATTICE COVERING) ICBVIKING BUILDERS, INC. 2900 PATIO DRIVE • HOUSTON, TEXAS 77017 • (713) 946-9000 DRAWN BY: R2D2 3CAlE: DRAWING DESCRIPTION DRAWQIO NUMBER Deluxe Lattice System NONE ASTrroNYANCE & ASSOC.,INC. FREE9TANDINc COVER TABLES PPC -5 a Division of Viking Builders, Inc. DA`oCT. 20, 1ss5 ' 1►ITH LATTICE COVERING TABLE "A" MAXIMUM COLUMN SPACING 30 PSF SNOW LOAD, 70 MPH WIND LOAD MAXIMUM 3' X 8' X -04r BEAM 3 X 8 BEAM W T TRIBUTARY MAX. COL. FOOTING SIZE MAX. COL. FOOTING SIZE VWDTH r SPACING rr NO SLAB W AB rrr SPACING** NO SLAB W rp 5'-0' 9'-4' (1) 18"SO.x 30" 18"SO.x 24' 14'-8" (2) 24'SQ.x 30" 18"SO.x 27' 6'-0" 8'-6' (1) 18"SQ.x 30" 18'SO.x 24' 13'-5" 2) 24'SQ.x 30' 18"SO.x 27" 7'-0" 7'-11" (1) 18"SO.x 30" 18"SQ.x 24" 12'-5" (2) 24'SQ.x 30" 18"SO.x 27' 8'-0" 7'-4' (1) 18'SO.x 30' 18'SQ.x 24' 11'-7" 2)24'SQ.x 30' 18"SO.x 27' 9'-0" 1 6'-11' (1) 18"SQ.x 30" 18"SQ.x 24' 10'-11" (2) 24"SQ.x 30" 18"SQ.x 27' 30 PSF SNOW LOAD, 90 MPH WIND LOAD 5'-0' 9'-4" (1) 24'SO.x 30" 18"SQ.x 27" 14'-8' 2) 26'SO.x 36' 20'SO.x 27' 6'-0" 8'-6" (1) 24"SQ.x 30' 18"SQ.x 27' 13'-5' 2) 26'SO.x 36' 20'SQ.x 27' 7'-0' 7'-11" (1) 24'SQ.x 30" 18"SQ.x 27" 12'-5' (2) 26"SQ.x 36' 20"SQ.x 27" 8'-0" 7'-4' (1) 24'SQ.x 30' 18'SQ.x 27" 11'-7' 2) 26"SQ.x 36' 20"SQ.x 27' 9'-0" 6'-11' (1) 24'SQ.x 30' 18"SQ.x 27" 10'-11'(2) 26"SQ.x 36' 20'SO.x 27' 30 PSF SNOW LOAD, 100 MPH WIND LOAD 5'-0' 9'-4' (2) 24"SQ.x 36" 20"SQ.x 27" 14'-8" (2) 28"SQ.x 36' 22"SO.x 30' 6'-0' 8'-6' (?1 24'SQ.x 36' 20'SQ.x 27" 13'-5" (2) 28'SQ.x 36' 22"SO.x 30" T-0" 7'-11" (2) 24"SQ.x 36" 20"SQ.x 27" 12'-5" (2) 28'SQ.x 36' 22'SQ.x 30' 8'-0" 7'-4" (2) 24'SQ.x 36" 20'SQ.x 27" 11'-7' (2) 28"SQ.x 36' 22'SQ.x 30' 9'-0" 6'-11" (2) 24"SQ.x 36" 20'SQ.x 27" 10'-11' (2) 28"SQ.x 36' 22"SO.x 30' 30 PSF SNOW LOAD, 110 MPH WIND LOAD 5'-0' 9'-4' (2) 26"SQ.x 36" 20'SQ.x 30" 14'-8" (3) 30"SQ.x 39' 24"SQ.x 33- 6'-0' 8'-6' (2) 26'SQ.x 36" 20"SQ.x 30" 13'-5' 3) 30"SQ.x 39' 24"SQ.x 33' 7'-0" 7'-11" (2) 26'SO.x 36" 20'SQ.x 30" 12'-5" (3) 30'SQ.x 39' 24'SO.x 33' 8'-0" 7'-4' (2) 26'SQ.x 36' 20"SQ.x 30" 11'-7' (3) 30"SQ.x 39' 24'SO.x 33" 9'-0" W-11' (2) 26"SO.x 36" 20'SQ.x 30" 10'-11'(3) 30'SQ.x 39' 24'SO.x 33' RAFTER OVERHANG SEE TABLE, DWG. PPC -3 RAFTERS 0 24"c/c MAX. SEE TABLE DWG. PPC -3 SPAN, SEE DWG. PPC -3 I \ RAFTER OVERHANG SEE TABLE DWG. PPC -3 8' BEAM OR 8' BEAM W/INSERT, SEE TABLE 'A', DWG. PPC -5 8'-8" MAXIMUM COLUMN HEIGHT s�' o PG�NG, QQG. t • MAY BE SUBSTITUTED FOR COLUMN (1 v .. MAY BE SUBSTITUTED FOR COLUMN (1� el (2). FREESTANDING SUN COUNTRY"" PATIO COVER p+ MAY BE SUBSTITUTED FOR COLUMN (1 (2) & (3) (WITH LATTICE COVERING) ICBVIKING BUILDERS, INC. 2900 PATIO DRIVE • HOUSTON, TEXAS 77017 • (713) 946-9000 DRAWN BY: R2D2 3CAlE: DRAWING DESCRIPTION DRAWQIO NUMBER Deluxe Lattice System NONE ASTrroNYANCE & ASSOC.,INC. FREE9TANDINc COVER TABLES PPC -5 a Division of Viking Builders, Inc. DA`oCT. 20, 1ss5 ' 1►ITH LATTICE COVERING TABLE "A": MA)M UM COLUMN SPACING 10 PSF LIVE LOAD, 70 MPH WIND LOAD MAXIMUM MAXIMUM COLUMN SPACING TRIBUTARY - - 3' x "e AN W N T WIDTH a AT SLAB " AT FTG."' AT SLAB -- AT FTG."' 6'-0" 9'-7" 10'-5' 18' 9'-7" 16'-5-(20-) 7'-0" 8'-3' 9'-7" 18` 8'-3' 15'-3' 21" 8'-0" 7'-2" 9'-0" 18" 7'-2" 14'-3" 21" 9'-O" 6'-5' 8'-6" 19" 6'-5" 13'-4" 22" 10'-0" 5'-g' 8'-1" 19 5'-9" 12'-9" 22' 11'-0" 5'-3" 7'-8" 19" 5'-3' 12'-2' 23' 12'-0' 4'-9' 7'-4" 20' 4'-9" 11'-7'(23") 10 PSF LIVE LOAD, 90 MPH WIND LOAD 6'-0" 9'-7- 10'-5'(20") 9'-7" 16'-5" 24" 7'-0" 8'-3" 9'-7" 21' 8'-3" 15'-3' 24' 8'-0" 7'-2" 9'-0" 21' 7'-2" 14'-3"(25") 9'-0" 6'-5' 8'-6" 22' 6'-5" 13'-4"(25") 10'-0 5'-9' 8'-1" 22' 5'-9' 12'-9' 26" 11'-0" 5'-3' 7'-8" 22" 5'-3' 12'-2" 26" 12'-0" 4'-9" 7'-4" 23 4'-9" 11'-7"(26") 10 PSF LIVE LOAD, 100 MPH WIND LOAD 6'-0" 91-1.9. 22" 9'-1' 16' 7'-0" 7'-9" 9'-7" 23` 7'-9" 15'-3-(26-) 8'-0" 6'-9' 9'-0" 23` 6'-9" 14'-3-(27-) 9'-0" 6'-0' 8'-6" 24' 6'-0" 13'-4' 27' 10'-0" 5'-5" 8'-1" 24" 5'-5" 12'-9-(28-) 11'-0` 1 4'-11" 7'-8" 24" 4'-11` 12'-2" 28' 12'-0' 1 4'-6" 7'-4" 25' 4'-6" 11'-7" 29" 10 PSF LIVE LOAD, 110 MPH WIND LOAD 6'-0" 7'-5' 10'-5"(23') 7'-5" 16'-5-(27-) 7'-0" 6'-4" 9'-7" 24' 6'-4" 15'-3-(28-) 8'-0" 5'-7" 9'-0" 25' 5'-7' 14'-3'(29-) 9'-0" 4'-11" 8'-6" 25' 4'-11` 13'-4"(29*) 10'-0" 4'-5' 8'-1" 26' 4'-5' 12'-9-(30-) 11'-0` 4'-0" 7'-8" 26' 4'-0' 12'-2'(30') 12'-0- -- 1 7'-4" 26' -- 11'-7'(.31 " TABLE "A": MAXIMUM COLUMN SPACING 20 PSF LIVE/SNOW LOAD, 70 MPH WIND (AAD MAXIMUM TRIBUTARY WIDTH MAXIMUM COLUMN SPACING 3' X " X .042' BEAM 3' X 8'B AM W NSERT AT SLAB " AT FTG.-" AT SLAB -S AT FTG.«+ 5'-0' 6'-6" 8'-7" 16" 6'-6" 13'-6" 18" 6,-0" 5'-5' 7'-10-(16-) 5'-5" 12'-4-(19-) 7'-0" 4'-8" 7'-3" 16' 4'-8" 11--5-(19-) 8'-0" 4'-0" 6'-9" 17" 4'-0" 137-8"(20-) 9'-0" -- 6'-4' 17" -- 10'-l"(20') 10'-0" -- 6'-0" 17" -- 9'-7"(20") 20 PSF LIVE/SNOW LOAD, 90 MPH WIND LOAD 5'-0' 6'-6" 8'-7" 1S' 6'-6" 13'-6-(21-). 6'-0' 5'-5- 7'-10'(18-) 6'-0" 5'-5" 12'-4"(21") 7'-0' 4'-8" 7'-3" 19" 4'-8" 11'-5' 22' 8'-0" 4'-0" 6'-9" 19" 4'-0" 10'-8-(22') 9'-0' -- 6'-4" 20" -- 10'-1' 23' 10'-0" -- 6'-0" 20' -- 9'-7" 23" 20 PSF LIVE/SNOW LOAD, 100 MPH WIND LOAD 5'-0' 6'-6' 8'-7" 19" 6'-6" 13'-6"(23" 6'-0" 5'-5" 7'-10%20-) 5'-5" 12'-4"(23" 7'-0' 4'-8" 7'-3" 21' 4'-8' 11'-5' 24" 8'-0" 4'-0` 6'-9" 21' 4'-0" 10'-8"(2 4" 9'-0' -- 6'-4" 21" -- 0'-1' 25- 10'-l'(25*) 10'-0" 10'-0" -- 6'-0" 22' -- 9'-7"(25") 20 PSF LIVE/SNOW LOAD, 110 MPH WIND LOAD 5'-0" 6'-6' 8'-7" 21" 6'-6' 13'-6-(24-) 6'-0' 5'-5- 7'-10' 21' 5'-5" 12'-4"(25") 7'-0' 4'-B" 7'-3' 22' 4'-8" 11--5-(25-) a. -O. 4'-0" 6'-9" 22' 4'-0' 10'-S-(26-) 9'-0" -- 6'-4" 23" -- 10'-1' 26` 10'-0" -- 6'-0" 23' -- 9'-7"(27') ' SEE TRIBUTARY WIDTH TABLE, DRAWING PPC -3. •• USE COLUMN TYPE m,m,®OR®, TABLE "B", DWG. PPC -4. •$• USE COLUMN TYPE ®OR ®, TABLE "B", DWG. PPC -4. NUMBER IN PARENTHESIS IS SIZE OF CONCRETE CUBE FOOTING IN INCHES. WHERE WALL FASTENERS, SEE FOOTING SIZE INDICATED EXCEEDS 28" CUBE, USE FOOTING DETAIL NOTE N2, DWG. PPC -i I3 FRONT \FASCI r CONT. RAFT. PER Q 1 18` MAX. I 12" MAX. 4PER�---- EACH SIDE (W-1 1/2", rRTAILS PER H-1 1 2', t7 PACED 24"c/c± L-6") W/2 BEAM PERU� /8 SMS EA. do TABLE 'A' LEG O DWG. PPC -6. FASTENERS, SEE DWG. PPC -7 SROOF PANEL, r SEE DWG. PPC -7 (CONTINUOUS WALL (`HANGER, SEE DWG. PPC -7 0 TABLE "A": MAXIMUM ROOF PANELS, I- M. SEE DWG. PPC -7 SNOW LOAD, 70 MPH WIND fcn,c °4rc, F'r'ffONALE� MAXIMUM TRIBUTARY WIDTH a MAXIMUM COLUMN SPACING 3' X B'BEAM ' X WEBEEAM WANSERT AT SLAB '" AT FTG.— AT SLAB « AT FTG.0- 5'-0" I3 FRONT \FASCI r CONT. RAFT. PER Q 1 18` MAX. I 12" MAX. 4PER�---- EACH SIDE (W-1 1/2", rRTAILS PER H-1 1 2', t7 PACED 24"c/c± L-6") W/2 BEAM PERU� /8 SMS EA. do TABLE 'A' LEG O DWG. PPC -6. FASTENERS, SEE DWG. PPC -7 SROOF PANEL, r SEE DWG. PPC -7 (CONTINUOUS WALL (`HANGER, SEE DWG. PPC -7 0 TABLE "A": MAXIMUM COLUMN SPACING 30 PSF SNOW LOAD, 70 MPH WIND LOAD MAXIMUM TRIBUTARY WIDTH a MAXIMUM COLUMN SPACING 3' X B'BEAM ' X WEBEEAM WANSERT AT SLAB '" AT FTG.— AT SLAB « AT FTG.0- 5'-0" -- 7'-2" 15" -- 6'-0" -- 6'-5" 15") -- -11'-4-(18-) 10'-4-(18-) 7'-0" -- 6'-0" 16" -- 9'-7'(18") 8'-0' -- 5'-8" 16 -- 8'-11" 19" 9'-0" -- 5'-4" 16" -- 8--51191 30 PSF SNOW LOAD, 90 MPH WIND LOAD 5'-0" -- 1 7'-2" 17" -- 11'-4' 20' 6'-0" -- 6'-5" 17" -- 10'-4"(20") 7'-0" -- 6'-0" 18" -- 9'-7' 21' 5'-8" 18" -- 8'-11" 21' 5'-4" 19' -- 8'-5-(22-) 30 PSF SNOW LOAD, 100 MPH WIND LOAD 5'-0" -- 7'-2" 18" -- 11'-4-(21-) 6'-0" -- 6--5" 19" -- 10'-4-(22-) 7'-0" -- 6'-0" 19" -- 9'-7'(22*) 8'-0" -- 5'-8" 20' -- 8'-11-(23-) 9'-0" -- 5'-4" 20' -- 8'-5-(23-) 30 PSF SNOW LOAD, 110 MPH WIND LOAD 5'-0" -- 7'-2" 20" -- 11'-4"(23") 6'-0" -- 6'-5" 20- -- 10'-4' 23" 7'-0" -- 6'-0" 21" -- 9'-7' 24" 8'-0" -- 5'-8" 21" -- 8'-11-(25-) 9'-0" 5'-4" 22" -- 8'-5-(25-) CONT. FRONT RAFTER BEYOND r SEE O FOR RAFTER TAILS I 1 ffi a Q� a= a CONT. RAFT. PER Q ROOF PANELS W/ ANGLES PER O #8 SMS 0 12"c/c EACH SIDE TO FRONT ATTACHED SUN COUNTRYTM PATIO COVER RAFTER W/2- SMS TABLE 'B": MRHMUM ATTACHMT LENGTH (L) TO PANEL SPAN (P.S.) RATIO WIND LOAD OPEN OR 70 MPH 1 90 MPH 1100 MPH 110 MPH ENCLOSED MINIMUM L/P.S. RATIO OPEN 1.0 1.0 1 1.0 1.0 ENCLOSED 1 1.25 1.50 1 1.75 2.0 a SEE NOTE #3, DRAWING PPC -7. EACH LEG (WITH LATTICE COVERING) �O IICBO EVALUATION SERVICE INC. REPORT 1841P DRAW BY: SCALE: Deluxe Lattice System R2D2 I NONE InsHTox,vnriCE '& ASSOC. JNC. a Division of Viking Builders, Inc. DATE: OCT. 20, 1995 1 c-31 VIKING BUILDERS, INC. 2900 PATIO DRIVE - HOUSTON, TEXAS 77017 - (713) 946-9000 DRAWING DESCRIPTION ATTACHED COVER TABLES WITH SOLID COVERING IAX. )VERHANC IX. OF G COLUMN .. elffl • • • 0 4rr,r' 0 0 GENERAL NOTES FOR DRAWING PPC -7 INSULATED ROOF PANELS A. THE PANEL FACINGS CONSIST OF .025" OR .032" THICK ALUMINUM SKINS OF 3004-H164 ALLOY. B. THE ADHESIVE SHALL BE MOR AD M-434, A PROPRIETARY ADHESIVE MANUFACTURED BY MORTON CHEMICAL AND CONFORMING TO THE REOUIREMENTS OF A TYPE II, CLASS 2 ADHESIVE. C.) CORE SHALL BE PRE -FORMED 1.5j1/FT3 DENSITY EXPANDED POLYSTYRENE FOAM BY HOUSTON FOAM PLASTICS HAVING A FLAME SPREAD INDEX OF 5 WITH A SMOKE DENSITY OF 50-130 FOR THICKNESSES BETWEEN 2" AND 4". D.) THE MANUFACTURER OF ANY COMPONENT CITED IN ITEMS A.) THROUGH C.) ABOVE, SHALL CERTIFY TO THE COMPLIANCE OF EACH SHIPMENT OF THAT COMPONENT WITH APPLICABLE SPECIFICATION(S). E.) PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SLOPE WITH NO TRANSVERSE JOINTS. F. MAXIMUM ALLOWABLE SPANS ARE AS SHOWN IN TABLE, DWG. PPC -7. 2. WALL FASTENERS: A.) AT 10 PSF LIVE LOAD USE 1- #12 WOOD SCREW AT 16"c/c EMBEDDED 1 1/2" MINIMUM INTO GROUP 2 OR BETTER LUMBER. B.) AT 20 PSF AND 30 PSF LIVE/SNOW LOAD USE 2- #12 WOOD SCREWS AT 16"c/c EMBEDDED 1 1'/2" MINIMUM INTO GROUP 2 OR BETTER LUMBER. 3. ENCLOSABILITY THESE UNITS MAY BE ENCLOSED WITH CURRENTLY RECOGNIZED ICBG EVALUATION SERVICE, INC. PATIO COVER ENCLOSURE WALLS. 4. SEE DRAWING PPC -1 FOR ADDITIONAL NOTES. WALL FASTENERSL SEE NOTE 02 n / 8- #6 SMS 1,75 AFTER � EXTRUSIONS ARE MATED URF ONLY m 10 PSF L.L. EXTRUDED HANGER (6061-T6 ALUM.) 2- /8 SMS EA. PANEL LOCK O OPEN UNITS, 5- /8 SMS O ENCLOSED UNITS FASTENERS TO OCCUR WITHIN 1" OF VERTICAI LEG, TYPICAL 0SMS 06 WALL FASTENER, SEE NOTE y2 fV ROLLFORMED HANGER (ALUM 3004-H36) 2.50"--� FRONT FASCIA (ALUM 3004-H36) I 0 O h I WALL F SEE NO SOLID ROOF PANEL SPANS PANEL TYPE PANEL * THICKNESS, DESIGN LOADS 10 PSF- L. 20 PSF L.L/S.L_ 30 PSF S.L 70 MPH � WND 90 MPH WIND 100 MPH WIND 110 MPH WIND e MAXIMUM PANEL. SPAN (MINIMUM SLOPE) METAL SKIN .018" 13'-8" (.4"/FT.) '7'-3" (.4"/FT.) 4'-11" (.4"/FT.) 13'-8" (.4"/FT.) 11'-1" (.4"/FT.) - 1 .024' 16'-3" (.4"/FT.) 12'-3" (.4"/FT.) 8'-3" (.4"/FT.) 18'-3" (.4"/FT.) 14'-9" (.4"/FT.) - 1 2 1/2"X 6"• f ROLLFORM. .032" 20'-0" (.4"/FT.) 16'-0" (.4"/FT.) 14'-O* (.4"/FT.) 20'=0-(.4"/FT.) 19'-4" (.4"/FT.) II ** .040"' 21'-5" (.4"/FT.) 17'-2" (.4"/FT.) 15'-1"'(.4"/FT.) .21i ?-57,-(.4"/FT.) 21'-5" (.4"/FT.) _ I I 1 -025"1 6'-8" (.5"/FT:) 10'-10"(.5"/FT.) 8'-11" (.5"/FT.) 16'.=8;-(.5"%FT.) 16'-8" (.5"/FT.) -- -- 1 .032" 18'-0' (.5"/FT:) 12'-3" (.5'/FT.) 10'-1" (.5"/FT.) 18'=0,1-(.5"/FT.) 18'-0" (.5"/FT.) -• 3. INSULATED *' OR' SKIN. THICKNESS, AT! 3"• INSULATED PANEL'. **'FROM:ICBO ER! 4244P? BRUCE CHALLMAN.ENGINEER OF RECORD' *** FROM: TEST. DATA PROVIDED' BY C.I. PROFESSIONAL SERVICES. WARREN CAVANAUGH:ENGINEER OF'RECORD' EXTRUDED HANGER (6063 -T6 -ALUM.) SMS O 12 EXTRUSIOt 1--4.000-- EIA - (FRONT) DELUXE GUTTER FASCIA (6063-T6 ALUM.) 'n�1 0" y1 i Cr 2- #8 SMS O OPEN UNII 5- #8 SMS 0 ENCLOSED UNITS, TYPICAL 45' T Cn N C14cr1 i _J 3.000" I . " .50"I I� 16.01� 3004-H34 ALUM. FOAM CORE METAL SKIN DELUXE SIDE FASCIA (6063-T6 ALUM.) METALOAMI CORE 24" OR 48" COV! STD.AF SCIA TRIM (6063-T6 ALUM.) PANM FLAT PANEL ACCESSORIES 3" INSULATED 6 PANEL & ACCESSORIES 1 �14� ICBO EVALUATION SERVICE INC. REPORT 1841P VIKING BUILDERS, INC. tppr,9, 2900 PATIO DRIVE • HOUSTON, TEXAS 77017 - (713) 946-9000 DRAWN BY: SCALE. DRAWING DESCRIMON DRAWING NUMBER Deluxe Lattice System R2D2 NONE , _ I' I PPC -7 Y ASHTON,VANCE I & ASSOC.,INC. a Division of Viking Builders, Inc. DA 'OCT. 20, 1995 SOLID ROOF PANELS