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HomeMy WebLinkAbout028-380-021GARY LUCAS E/S Oro Bangor, app.l mi. S. of Swedes Flat Rd., Oroville Permit- 6508-75P; GAS c Isl� SUPPORT STRUCTURE REQ. COMPACTION TEST REQ. _ 1467 0 28-32-118 CONTR: 0roville Trailer Sales, Oroville Permit #858- MHI / b Issued_ _ — �cm *1 iia �_� S� 028-380-021 01-1653 SWANEY, CHUCK O 6271 ORO BANGOR HWY. OR - CONT: D & D HOMES �/ MH PERM FND EX SITE 028-380-021 - 01-1762 SWANEY, CHARLES 6271 ORO BANGOR HWY. ORO • �® CONT: OWNER MH OPEN DECK rALEXANDER, 8-380-021 04-2575 T 71 ORO BANGOR HWl', OROVILLE ont: RAL BUILDERS ATIO ENCLOSURE %WL- 161I Z lb 028-380-021 AG 01-162 SWANEY, CHARLES & LYNNE 6271 ORO BANGOR HWY. OROVLL AG EXEMPT PERMIT `�l A c NOTES RESIDENTIAL PERMIT NO6 - - 028-380-021 04-25=7� ALEXANDER, T (46 -SSA ? 6271 ORO BANGOR I-IWY, O.ROVILLE Cont: RAL BUILDERS PATIO ENCLOSLJR.E 11 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY J=OK 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Card B-1 Date 2. Soils; Special MH Support Sketch Date 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 1. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ /" L "ft./ P LPG 2. 7. Well Clearance & Disconnect 8. Utility Clearance 3. Blocking 11. Ext.; Steps -Doors Landings 4. 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 Date CELLANEOUS ERS, ARPORTS, GARAGES (Plans) OK except #'s Card B-1 Date Card B-1 Date o Ings; Soils -Size -Depth -Spacing -Connectors -Steel Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 6. rports; Windows -Doors 1. Zoning Requirements -Setbacks -Easements V Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 2. Footings; Size -Spacing -Marriage Line 1 oof; Shthg-Roofing 3. Blocking 11. Ext.; Steps -Doors Landings 4. Gas; MH Test -Demand -Valve Date Date f 5. Electricity; MH Test POOLS (Plans) OK except #'s 6. Water; MH Test 2. Soils; Compaction -Structure Stability 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 DateC CELLANEOUS ERS, ARPORTS, GARAGES (Plans) OK except #'s Zo i n9L Requirements -Setbacks -Easements o Ings; Soils -Size -Depth -Spacing -Connectors -Steel ecks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. rports; Windows -Doors 7 ctric V Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 1 oof; Shthg-Roofing 11. Ext.; Steps -Doors Landings 12. Braced Wall Panos Date Date f Card B-1 Date Card B-1 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- Panelboards-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 RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation 63. Infiltration -Walls -Windows Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 64. 17. Water Htr.; Vent -Access -Combustion Air Baffle 65. 18. Water Pipe; Test & Anchor -Nail Protection 66. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 67. 20. Shower Pan; Test, First Floor -Tub Access 68. G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date 73. Card B-1 Date Card B-1 Date 74. Elec. Outlets & Receptacles at Kit. Counter 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 79. 27. Romex Installed Close to Edge of Studs & C.J. 80. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 81. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 82. 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 Al Insulated Neutral O Yes O No 83. 32. Service -Riser Conductors & Ground Main Disconnect 84. 33. Equip. Clearances Panels-Motors-Mech. Equip. 85. 34. Clothes Closet Light -Shower Light -Spa Light 86. 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date Ventilation Throughout House 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 93. 38. Condensate Drain & Overflow, Size & Grade 94. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 95. 40. Attic Access & Platform if Furnace in Attic Date Fire Sprinkler Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 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 Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -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 O Yes _ 83. Following Instld./Drive O Yes O NoMalks O Yes 0 No/Planters'] Yes O 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: f A copy of this manual must remain with the home for reference by the occupant. Applies to all homes manufactured on or after July 13, 1994. Revised April, 1995 Copyright ©1995 By Fleetwood Enterprises, Inc. NOTE CONSUMER INFORMATION CARDS Keep this manual with your manufactured home. 71tle VI of the Housing and Community Development Act of 1974 provides you with protection against certain construction and safety hazards in your manufactured home. 7b help assure your protection, the manufacturer of your manufactured home needs the information which these cards, when completed and mailed, will supply. If you bought your home from a retailer, please be sure that your retailer has completed and mailed a card for you. If you acquired your home from someone who is not a retailer, you should promptly fill out and send a card to the manufacturer. It is important that you keep this manual and give it to any person who buys the manufactured home from you. J // Q C NO POSTAGE Q 111. NECESSARY F- W IF MAILED NO POSTAGE _ IN THE F- UNITED STATES a NECESSARY W L 0 BUSINESS REPLY MAIL 0~ w IF MAILED = y C FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA IN THE W d O POSTAGE WILL BE PAID BY ADDRESSEE UNITED STATES a J Q L HOUSING GROUP CUSTOMER SATISFACTION DEPT BUSINESS REPLY MAIL 1 W FLEETWOOD ENTERPRISES INC W V_3 N PO BOX 7638 Z Q LL LL FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA O O cA O z W d. W (D (D POSTAGE WILL BE PAID BY ADDRESSEE UJI -W � Lu z 'eo a Q ¢ HOUSING GROUP CUSTOMER SATISFACTION DEPT 2 J co FLEETWOOD ENTERPRISES INC N PO BOX 7638 V J N RIVERSIDE CA 92513-9953 NO POSTAGE N O NECESSARY Q W cn IF MAILED LU � L IN THE Q H t UNITED STATES J // Q C NO POSTAGE _ NECESSARY F- W IF MAILED Q � IN THE F- UNITED STATES a 0 BUSINESS REPLY MAIL 0~ w C FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA W d O POSTAGE WILL BE PAID BY ADDRESSEE 0. J Q HOUSING GROUP CUSTOMER SATISFACTION DEPT a. W 1 W FLEETWOOD ENTERPRISES INC V_3 N PO BOX 7638 RIVERSIDE CA 92513-9953 W LL O cA O z W UJI -W II�I����I�I�I�I����Il�,il,l�l,.l,l���l�l,��ll��l�,ll CL co W. Q 3 11 NO POSTAGE NECESSARY W a IF MAILED L IN THE Q H t UNITED STATES G Z a ~BUSINESS REPLY MAIL Ci W = ZJ O FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA Wa POSTAGE WILL BE PAID BY ADDRESSEE aQ 0 HOUSING GROUP CUSTOMER SATISFACTION DEPT W cn FLEETWOOD ENTERPRISES INC V J PO BOX 7638 < CA 92513-9953 U. N RIVERSIDE NO o QW a I_ CONSUMER INFORMATION CARD PURCHASERS NAME ADDRESS CITY STATE ZIP PHONE SOLD BY (RETAILER) _ ADDRESS CITY STATE ZIP DATE SOLD ADDRESS CITY INSTALLATION ADDRESS OF MANUFACTURED HOME STATE ZIP DATE OF MANUFACTURE: MONTH _ DAY _ YEAR _ PRODUCT NAME: SERI NOAL z W DESIGN WIND ZONE DESIGN ROOF LOAD Thermal Zone LL _ WIND ZONE 115 PSF _WIND ZONE III 110 MPH _S -South -20 PSF 1 WIND ZONE 11 100 MPH _ OTHER MPH _ M - Middle - 30 PSF _PSF _N - North - 40 PSF_ Other_ PSF - 2 _3 PURCHASERS NAME ADDRESS CITY CONSUMER INFORMATION CARD STATE ZIP PHONE SOLD BY (RETAILER) ADDRESS CITY STATE ZIP DATE SOLD ADDRESS CITY INSTALLATION ADDRESS OF MANUFACTURED HOME STATE ZIP DATE OF MANUFACTURE: MONTH _ DAY _ YEAR _ PRODUCT NAME: SERI NOAL z W DESIGN WIND ZONE DESIGN ROOF LOAD Thermal Zone LL _WIND ZONE 115 PSF _WIND ZONE 111 110 MPH _ S •South - 20 PSF 1 WIND ZONE 11100 MPH _OTHER MPH _M -Middle -30 PSF PSF _ N - North - 40 PSF _ Other _ PSF DATE OF MANUFACTURE: MONTH _ DAY _ YEAR _ PRODUCT NAME: cc S N. L I z W DESIGN WIND ZONE DESIGN ROOF LOAD Thermal Zone LL _WIND ZONE 115 PSF _ WIND ZONE III 110 MPH _S -South -20 PSF 1 WIND ZONE 11100 MPH _OTHER MPH _M -Middle -30 PSF PSF _ N - North - 40 PSF - Other _ PSF - 2 - 3 CONSUMER INFORMATION CARD PURCHASERS NAME ADDRESS CITY STATE ZIP PHONE Y z w SOLD BY (RETAILER) z ADDRESS 3 a CITY STATE ZIP w a R DATE SOLD w ¢ INSTALLATION ADDRESS OF MANUFACTURED HOME ADDRESS CITY STATE ZIP DATE OF MANUFACTURE: MONTH _ DAY _ YEAR _ PRODUCT NAME: cc S N. L I z W DESIGN WIND ZONE DESIGN ROOF LOAD Thermal Zone LL _WIND ZONE 115 PSF _ WIND ZONE III 110 MPH _S -South -20 PSF 1 WIND ZONE 11100 MPH _OTHER MPH _M -Middle -30 PSF PSF _ N - North - 40 PSF - Other _ PSF - 2 - 3 FOREWORD TO THE HOMEOWNER: Thank you for purchasing a Fleetwood manufactured home. This installation manual contains instructions that must be followed for the proper installation of your home. We strongly recommend you review the entire manual. WARNING INSTALLATION OF YOUR MANUFACTURED HOME SHOULD BE PERFORMED BY PROFESSIONAL CONTRACTORS WHO HAVE BEEN TRAINED IN SETUP AND INSTALLATION SKILLS. LAYPERSONS UNFAMILIAR WITH THESE SKILLS WHO ATTEMPT INSTALLATION COULD CAUSE PERSONAL INJURY TO THEMSELVES AND OTHERS, AND/OR DAMAGE TO THE HOME. FAILURE TO FOLLOW THE INSTRUCTIONS IN THIS MANUAL MAY AFFECT YOUR WARRANTY COVERAGE. Fleetwood manufactures and warrants this home to be in compliance with the Federal Manufactured Home Construction and Safety Standards in effect at the time of production. For warranty information see the Fleetwood Home Owner's Guide. To maintain an effective warranty, the home must be installed in accordance with the instructions in this manual. When properly installed and prepared for the weather conditions likely to prevail at the site, the home is capable of providing satisfactory and comfortable service as a residence in the specific structural, wind and climate zones for which it is designed. The manufacturer is not responsible for the home failing to withstand structural, wind or climate conditions more rigorous than those for which it is designed, nor for damage caused to the home through failure to prepare it adequately for extreme temperatures or other climate conditions that may be encountered. The following are definitions of some of the terms you will see used throughout this manual. SUPPORT SYSTEM - A combination of footings, piers, caps and wedges placed beneath the home to provide support. See Section 3. FOOTING PADS - Part of the support system located at or below ground level. Piers are placed on footing pads, which are made from concrete or treated lumber. PIERS - Part of the support system installed on footing pads under the main beams or perimeter of the home. Piers are completed with cap blocks and wood wedges. Piers are made from concrete blocks, steel or concrete stands. SUPPORT POSTS - Structurally designed posts at each end and at various locations down the mating line of a multi section home. Footing pads and piers are required at these locations. BOTTOM BOARD - Fastened to the underside of the home is a special covering designed to protect against the entry of rodents and moisture as well as to isolate the floor cavity from outside air. This covering was inspected before the home left the manufacturing facility. It is important than any areas damaged or torn during transportation or installation be resealed. ANCHORING SYSTEM - A combination of ground anchors and tiedown straps designed to resist wind forces. See Section 4. ANCHORS - Part of the anchoring system installed in the ground around the perimeter of the home. TIEDOWN STRAP - Part of the anchoring system consisting of steel straps wrapped around the main beams and connected to anchors. ' CROSSOVERS - Multi section homes have utility connections that are located under the home where the two halves are joined. Crossover connections include heat ducting, electrical circuits, water pipes, drain plumbing and gas lines. (Not all homes have water, drain or gas crossovers.) FOREWORD (Cont'd.) AREAS REQUIRING YOUR SPECIFIC ATTENTION: Please carefully review the information provided on the following pages prior to the installation of your home. SITE PREPARATION - Page 9. Provides specific information .necessary to prepare the site where your home will be located. Please note the information regarding water drainage and ground barrier. FOOTING PADS - Page 15. In areas where the ground is subject to freezing, footing pads must extend below the frost line established by local jurisdictions. INSTALLATION OF OPTIONAL FEATURES - Page 59. Review this information prior to considering the installation of items such as carport, deck, skirting, telephone wiring or television cable. CLOTHES DRYER VENTING - Page 65. Access for a dryer vent has been provided in the utility area or room. To aid in preventing condensation -problems, the dryer vent duct must terminate outside the perimeter of the home. MAIN PANEL BOX ELECTRICAL CONNECTIONS - Page 69. Please review this entire page carefully to insure that your electrical service is properly connected. A 4 -wire feeder system is mandatory. You must have a groundwire connection from the service entrance to the ground bar in the panel box. Your home is designed to be moved by a specially equipped truck/tractor. Your home may be damaged and your warranty voided if your home is moved, supported or lifted with equipment other than that specifically designed for this purpose. The drawings and data contained in these instructions are intended to be representative of the product. Design and specifications are subject to change without prior notice. Should you or the installer have any questions or desire further clarification, please contact your retailer. If the retailer is unable to provide the necessary information, contact the manufacturing facility. SECTION 7 - UTILITY SERVICE CONNECTIONS AND TESTING ..... 67 SECTION 8 - FINAL INSPECTIONS.................................................... 73 0 FEDERAL MANUFACTtIRFD Q HOUSING CONSTRUCTION CONTENTS SAFETI' gTANDARDS W ® ;SPR 03 1995 � FOREWARD............................................................................................... i INTRODUCTION...................................................................................... iv SECTION 1 - DOCUMENTATION REVIEW ........................................ 1 SECTION 2 - SITE PREPARATION..................................................... 7 SECTION 3 - FOUNDATIONS............................................................. 11 SECTION 4 - INSTALLATION PROCEDURES .................................. 39 SECTION 5 - INSTALLATION OF OPTIONAL FEATURES ................ 57 • SECTION t 6 - PREPARATION OF APPLIANCES ................................ 63 SECTION 7 - UTILITY SERVICE CONNECTIONS AND TESTING ..... 67 SECTION 8 - FINAL INSPECTIONS.................................................... 73 INTRODUCTION IN THIS MANUAL STATEMENTS OF SPECIAL SIGNIFICANCE ARE WRITTEN IN A BOLD TEXT AND/OR ARE PRECEDED BY THE FOLLOWING WORDS: WARNING - MEANS THAT THERE IS THE POSSIBILITY OF PERSONAL INJURY TO YOURSELF AND OTHERS. CAUTION - MEANS THAT THERE IS THE POSSIBILITY OF PHYSICAL DAMAGE TO THE HOME OR ITS COMPONENTS. NOTE - INDICATES TOPICS OF PARTICULAR INTEREST. TAKE PARTICULAR NOTICE OF THESE ITEMS WHEN YOU ARE READING THIS MANUAL. WARNING THIS MANUAL GIVES INSTRUCTIONS FOR THE SAFE INSTALLATION OF A MANUFACTURED HOME. UNIQUE CONDITIONS AT A SPECIFIC INSTALLATION SITE CAN CAUSE SPECIAL PROBLEMS AND REQUIRE PARTICULAR SAFETY PRECAUTIONS. THE INDIVIDUAL SUPERVISING THE INSTALLATION MUST BE EXPERIENCED IN HOME INSTALLATION PROCEDURES IN ORDER TO EVALUATE THE SAFETY IMPLICATIONS OF SUCH MATTERS AS: SOILS, SLOPE, MOISTURE CONDITIONS, INSTALLATION EQUIPMENT, SIZE AND WEIGHT OF THE HOME, ETC. IT IS ESSENTIAL TO PERFORM THE INSTALLATION CORRECTLY AND TO MAINTAIN SAFE WORKING CONDITIONS. WARNING THE HOME WEIGHS SEVERAL TONS! ADEQUATE SUPPORT BLOCKING MUST BE USED TO SAFEGUARD PERSONNEL AND THE STRUCTURE DURING ALL INSTALLATION PROCEDURES. PERSONNEL SHOULD NOT BE PERMITTED TO WORK UNDER THE HOME WHERE INJURY MIGHT RESULT SHOULD THE HOME ACCIDENTALLY SLIP DURING THE INSTALLATION PROCESS. Before beginning to install the home, check with local regulatory agencies for codes or regulations which may affect procedures in this manual and entries on the Compliance Certificate. The testing of the various utility systems and the connection of these systems to the on-site services must be accomplished by qualified service personnel. The laws of some jurisdictions may require that the service personnel possess a license. This manual depicts the most widely used method of supporting manufactured homes. Other methods which provide equal support at the same locations may be acceptable provided they do not stress the structure or cause distortion to the structure during installation. Also, other products and/or material equal to or better than those indicated may be used. The home is designed to be supported by individual piers and anchored with tiedown straps. These are collectively referred to as the support and anchoring systems. y¢ �40, L 4 -fill 4y x �Tgr iN.. ;'; rola 'raj 4vv rte x� T zu a:t ayMS k i. e'f.� ';•�1 R'd x,,i-`�}'Sc �OfK,T`r 04 erte i+frykk 5y r X37" t'k 'J 13tS.,,, •#"•� F h tio: k�`ss� 7""PTlyt'{�},w ��' �+ i � ,N yiff E i� i'•I 4Y y�� TJ 3N.. • r ' . y�+ ..�k' fit.`^.{ tib '1J, r•` �'2 r�� �� , K S et s ski 4 r t•�' 'Gyiyi 2 � k•r � } Ali r 1�Ek. �y�a _ >k 41 .t,,N{ #' •. � "� .Q " S;t"YF+i:• � 5,�,�aii'X v'+h �Y �'��y a� � � i ,t��ff wA 7 ' � �n� ;ty �:.. tiA M :. '�� 'tom" �" '•- �5f��'��.,y'.'��„p=� '�" f�t�'jj S ;�. >' '+5'�}•��? j � }' T iY'f.�'ei !}.} ��M T i1 9t.. � X }'>!1fe . �'(^' iTT • I • ] A. l;4r€k4 +�C r'� • _ 5'' :b.' t+. � n fyi �j - of , i�� � �+ . � �' "^�`� ', --t W FOS I Al ai I£ rt 0.• T 4,1 &' "" K F',• X i �E� '�" h . •L. , � �.. ��� L_t� f 7" te' _ t y 'Tc '_' of ,°.;i`.�ci INTRODUCTION (Cont'd.) The support system is located under either the main beams or the main beams and the perimeter. Two main beams run the length of each section of the home. Consult the manufacturing facility before using a support system which does not directly support the main beams as this may result in damage to the home. The support system must resist vertical loads from the weight of the home- plus temporary extra roof loading (i.e. snow), as well as resisting side loads imposed by wind forces. Design data describing the roof and wind load resistance may be found on the Compliance Certificate. Determine the appropriate support system for local site and wind exposure conditions. Many of the words or terms used in this manual are those commonly used to describe the condition of the home or its components when they are properly installed and the home is ready for occupancy. Such words or terms include but are no limited to "LEVEL", "PLUMB", "FLUSH", "ALIGN", "STRAIGHT" and "SLOPE" and are used in the text for simplicity, but the use of such terms should not be taken to indicate that reasonable trade tolerances are unacceptable. Should you have any questions or desire further clarification, contact the retailer or the manufacturing facility. v SECTION 1 DOCUMENTATION REVIEW PAGE BEFORE YOU BEGIN...................................................................... 3 ZONE MAPS OF THE UNITED STATES ........................................ 4 MATERIALS AND THEIR SPECIFICATIONS NOT PROVIDED BY FLEETWOOD ................................................ 5 1 BEFORE YOU BEGIN...... There are several documents that must be reviewed prior to the installation of this home. They can be found stapled to the flap in the back of this manual. 1. COMPLIANCE CERTIFICATE (DATA PLATE) The Compliance Certificate is an important document found either on a wall in the master bedroom closet or on a door under the kitchen sink. A copy is also included for you to reference the structural, roof load, thermal and wind designs of the home. 2. FLOOR PLAN This document is the approved floor plan of the home. Included on this document is information regarding minimum pier capacities for mating line piers, pertinent electrical information and detailed structural requirements required by the Federal Manufactured Home Construction and Safety Standards. 3. UTILITY SCHEMATICS These documents are the approved utility schematics which depict the configuration of the different utility systems in the home, water, drain and gas. The drain schematic will indicate any portions of the drain system that require site installation for final assembly. Any "shipped loose" parts of the system will be indicated with an asterisk ( * ) indicating assembly is necessary. 4. INSTALLATION MANUAL SUPPLEMENTS Supplement pages may be included with this manual. These supplements outline special features included in the home which are not covered in the manual, or which differ from details in the manual. 5. DESIGN ZONE MAPS On page 4 you will find the Design Zone Maps for roof loads, heat and cooling and structural wind zones. Review the information on the Compliance Certificate and the zone maps to determine that the home site location is within the acceptable boundries. The boundries for structural Wind Zones II and III have been listed by state and county to further clarify Wind Zone boundries. 3 ZONE MAPS OF THE UNITED STATES NORTH MIDDLE —r 1 IND MI SOUTH DESIGN ROOF LOADS NORTH NOTE: ❑ SOUTH 20 PSF Hawaii, Canal Zone, Puerto MIDDLE 30 PSF Rico and Virgin Islands are NORTH 40 PSF South Zone STRUCTURAL ROOF DESIGN MAP ZONE 3 HI v ZONE 1 µ ZONE 1 ZONE 2 ❑ Z ZONE 3 ONE 3 HEATING & COOLING DESIGN MAP (Uo VALUE ZONES) RI CT NJ DE ZONE 1 NH M POR Vr MT R No MN MA ❑ ZONE I ID sD wit Nr Q MI ZONE II wy IA pp CTl ZONE III NE IL IN °'+ E Wind Zone I consists of those areas of the NV tor wv VA Mo United States and Its territories that are not CA KS MO KY N identified as being In Wind Zone II or III. TN This home has not been designed for the higher AZ NM OK AR MS AL GA wind pressure and anchoring provisions required for ocean/coastal areas and should not be located ZONE I Tx to within 1500' of the coastline in Wind Zones II and Ill, unless the home and Its anchoring and foundation system have been designed for the AK .B E;, ZONE II Increased requirements specified for Exposure D t,. In ANSI/ASCE 7-88. HI ® (TYPICAL) CIAL) STRUCTURAL ZONE III WIND ZONE II (100 MPH) The following local governments listed by state (counties / parishes, unless specified otherwise) are within Wind Zone II: Broward Lee Alabama Martin North Carolina Manatee Baldwin Mobile Beaufort New Hanover Florida Pinellas Brunswick Onslow All counties except those identified as being within Camden Pamlico Wind Zone III La Fourche Chowan Pasquotank St. Mary Plaquemines Columbus Perrier Georgia Carteret Craven Perquimans Bryan Glynn Currituck Tyrrell Camden Liberty Jones Washington Chatham McIntosh South Carolina Loualana Beaufort Georgetown Acadia Livingston Berkeley Horry Allen Pointe Coupee Charleston Jasper Ascension St. Helena Collelon Williamsburg Assumption St. James Dorchester Calcasieu St. John the Baptist Cameron St. Landry Texas East Baton Rouge St. Martin Arkansas Kleberg East Feliciana St. Tammany Brazoria Matagorda Evangeline Tangipahoa Calhoun Nueoes Iberia Vermillion Cameron Orange Ibervlle Washington Chambers Refuggio Jefferson Davis West Baton Rouge Galveston San Patricio LaFayette West Feliciana Jefferson Willacy Kenedy Haire Hancock Washington Virginia . The cities of: Chesapeake Princess Anne Meeseehwette Norfolk Virginia Beach Barnstable Nantucket Portssmmouth Bristol Plymouth Dukes Mississippi George Jackson Hancock Pearl River Harrison Stone 4 WIND ZONE DESIGN MAP WIND ZONE III (110 MPH) The following local governments listed by State (counties / parishes, unless specified otherwise) are within Wind Zone III: Florida Broward Lee Charlotte Martin Collier Manatee Dade Monroe Franklin Palm Beach Gulf Pinellas Hendry Sarasota Louisiana Jefferson St. Bernard La Fourche St Charles Orleans St. Mary Plaquemines Terrebonne North Carolina Carteret Dare Hyde The following states and territories are within Wind Zone III: State of Hawaii Alaska, coastal regions between the 90 mph isotach on ASCE 7.98 wind map and the coast U.S. Territories: America Samoa Guam Northern Mariana Islands Puerto Rico Trust Territory of Pacific Islands U.S. Virgin Islands MATERIALS AND THEIR. SPECIFICATIONS NOT PROVIDED BY FLEETWOOD MATERIAL . SPECIFICATIONS CONCRETE BLOCKS* Hollow load bearing concrete masonry blocks conforming to ASTM Designation C90, Grade N. Nominal 8".x 8"x. 16". Maximum load 8,000 lbs. (Not considering footings). COMMERCIAL METAL PIER CONCRETE FOOTING PADS CONCRETE CAP BLOCK WOOD FOOTING PADS WOOD CAP BLOCK OPTIONAL CONCRETE RUNNERS TIEDOWN STRAPS AND GROUND ANCHORS a. Main beam diagonal straps. b. Longitudinal straps front and rear. c. Supplemental straps. d. Vertical straps. e. Ground anchors for all tiedown straps. May be fabricated from steel rod, cable or other similar material. Available in various heights and base widths listed and, stamped with maximum load capacity. - ' Nominal 4" pre -cast concrete without reinforcement with a 28 day compressive strength at least 3,000 PSI. Nominal 2" or 4" x 8" x 16" pre -cast concrete without reinforcement. Nominal 2 x 12 x 24" minimum pressure treated lumber #2 grade any wood specie. A single wood pad with 3,000 PSF soil capacity must be minimum #2 Doug -Fir Larch or #2 Southern Pine with minimum 12" base metal pier or 8" x 8"x 16" concrete blocks. Nominal 1 x 8 x 16" lumber Nominal 6" reinforced concrete. Min. 1 1/4" x 0.035" zinc coated (0.30 oz. per sq. ft.) steel strapping conforming to ASTM D3953, Type 1, Grade 1, Finish B with a minimum working load capacity` of 3150 lbs and a minimum total load capacity of 4725 lbs. Slit or cut edges of zinc coated strapping do not need to be zinc coated. 7 1). Ground anchors shall be capable of resisting a minimum total load capacity of 4725 lbs. and a working load capacity of 3150 lbs. minimum when installed in wind zones I, II, or III. 2)• Anchors and anchoring equipment should be certified by a ; professional engineer, architect or a nationally recognized testing laboratory as to their resistance, based on the maximum angle of diagonal tie and/or vertical tie loading, in accordance with testing procedures in ASTM Standard -- Specification D3953-91, Standard Specification for Strapping, Flat Steel and Seals. `1 I SECTION 2 SITE PREPARATION PAGE STRUCTURAL, WIND AND CLIMATIC ZONES ............................... 9 WATER DRAINAGE AND SITE GRADING ...................................... 9 GROUNDBARRIER.......................................................................... 9 VEGETATION CONTROL AND UTILITY LOCATIONS .................... 10 SOIL BEARING VALUES AND PROCEDURES ............................... 10 7 SITE PREPARATION CAUTION WHERE THE HOME IS TO BE LOCATED IS EXTREMELY IMPORTANT FOR THE PROPER INSTALLATION OF THE HOME. THE FOLLOWING ARE ITEMS THAT NEED TO BE TAKEN INTO CONSIDERATION PRIOR TO DETERMINING THE PROPER LOCATION. STRUCTURAL, WIND AND CLIMATIC ZONES Refer to a copy of the Compliance Certificate for this home and zone maps on page 4 to determine that the home's location is within the specified zones and boundries. WATER DRAINAGE AND SITE GRADING It is necessary to control the flow of rain and irrigation water and keep it from running under the home. Locate the home a distance from natural streams and rivers. It is necessary that the home site be properly graded and sloped to prevent water and moisture collecting under the home. If the home is set in a pit, it is also necessary to provide water drainage away from the underside of the home. Controlling the water and moisture under the home will improve the stability of the footings and piers that support the home. CAUTION EXCESSIVE WATER IN THE SOIL UNDER THE HOME WILL CAUSE UNNECESSARY DETERIORATION TO , THE HOME AND AFFECT THE COMFORT LEVEL IN THE HOME. CONTINUOUS STANDING WATER UNDER THE HOME CAN CAUSE CONDENSATION PROBLEMS AND AFFECT THE HOME'S WARRANTY. DO crown and grade site to slope away from the home. DO crown and grade site to slope away from the home. DO crown and grade site to slope away from the home. DO NOT grade site or set the home so that water collects beneath the home. DO NOT grade site or set the home so that water collects beneath the home. DO NOT grade site or set the home so that water collects beneath the home. GROUND BARRIER There is a strong tendency for ground moisture to be drawn into the home greatly complicating efforts to control humidity and condensation. A ground moisture -vapor retarder of 6 mil. rated polyethylene plastic, vinyl or similar material laid on the ground surface under the home is recommended to assist in controlling the humidity in the home. V SITE PREPARATION (cont'd.) VEGETATION CONTROL Cut back low hanging tree branches, bushes and other vegetation and debris which could scrape walls and roof when the home is installed. Consider future growth and possible swaying movement of branches in projected wind, snow or ice conditions. Remove all vegetation from under the home site. This will make it easier to place footings and piers. Any debris that could become termite infested should be removed completely from the home site and surrounding area. UTILITY LOCATIONS Review the location of utility inlets for water, gas and electricity and the outlet for the sewer connection. Evaluate the site location for any provided utility connections and determine there are no obstructions to making these connections to the home. SOIL BEARING VALUES Many local building jurisdictions have soil bearing values available in pounds per square foot (psf). It is important that this information be obtained in order to determine that the home footing sizes and piers are adequate to support the home. However, if (1) Soils investigation and analysis of the site, (2) Compliance with the local building code and (3) Competent opinion by a local registered professional engineer or building official are unavailable, use the procedure shown below to determine the soil bearing capacity. If the procedure below is not used, all footing sizes and piers shall be determined by the 1000 pounds per square foot soil capacity columns as indicated in Section 3. PROCEDURE TO DETERMINE THE SOIL BEARING CAPACITY The following method is suggested for determining the allowable soil bearing capacity to be used in the sizing of footings. Such a method is only an approximation, and the results should be properly interpreted. 1. Obtain a pocket penetrometer, such as model CL -700A by Soil Test. Contact Cal -Cert Co. P.O. Box 416 Clackamas, Oregon 97015 or call 1-800-356-4662. 2. Test an area adjacent to, or within 10 feet of, the perimeter of the home. 3. Dig down to undisturbed soil a minimum of 4 inches. Uncover an area of at least one square foot. 4. Using the pocket penetrometer, take at least seven readings. 5. Take an average of the middle five readings, disregarding the highest and the lowest readings. Round this average down to the nearest soil bearing value. Use this vaiue for determining minimum footing sizes. 6. Drive a wooden stake beside the test area so that an inspector will be able to verify the results, should the inspector desire to do so. 7. Verify that test results are in agreement with the description of soil table. GENERAL DESCRIPTION OF SOILS ALLOWABLE PRESSURE (Pounds Per Square Foot) SOIL TYPE No allowance made for overburden based on the unified pressure, embedment depth, water classification system table height or settlement problems rock or hard pan 4,000 and u Sandy Gravel or Gravel 2,000 Sand, Silty Sand, Clayey Sand, 1,500 Silty Gravel, or Clayey Gravel Clay, Sandy Clay, Silty Clay, or 1,000 Clayey Silt Uncommitted Fill Special analysis is required. Peat or Or anic Clays Special analysis is required. NOTE DEPENDING ON THE SITE LOCATION YOU MAY WANT TO APPROXIMATELY LOCATE FOOTING PADS, PIER BLOCKS OR STANDS, ANCHORS AND TIEDOWN STRAPS THAT MIGHT BE DIFFICULT TO PLACE AFTER THE SECTION OR SECTIONS OF THE HOME ARE IN THEIR FINAL POSITION. 10 SECTION 3 FOUNDATIONS PAGE FOOTING PADS AND PIERS PIER LOCATION ELEVATIONS....................................................... 14 Y c FOUNDATION FOOTINGS WITH CONCRETE AND COMMERCIAL METAL PIERS ................................................. 15 FOOTINGS AND FROST LINES ....................................................... 15 CONCRETE BLOCK PIERS 16 COMMERCIAL METAL PIERS.......................................................... 17 MINIMUM FOOTING REQUIREMENTS LABELED PERIMETER & G-2 STRAP PIERS ..............................:.. 17 MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURE.......................................................... 18 FOOTING AND TIEDOWN STRAP SPACING MAIN BEAM.- 10 WIDE ................. ......... .................................: 19 MAIN BEAM & PERIMETER - 10 WIDE...................................20 MAIN BEAM - 12 WIDE MAIN BEAM & PERIMETER - 12 WIDE...................................22 MAIN BEAM - 13 WIDE............................................................. 23 MAIN BEAM & PERIMETER - 13 WIDE ................................... 24 MAIN BEAM - 14 WIDE............................................................ 25 MAIN BEAM & PERIMETER - 14 WIDE...................................26 MAIN BEAM - 16 WIDE............................................................. 27 MAIN BEAM & PERIMETER - 16 WIDE ................................... 28 MAIN BEAM - 18 WIDE............................................................ 29 MAIN.BEAM & PERIMETER - 18 WIDE ................................... 30 MAIN BEAM FOOTING SPACING USING PRE -POURED (UNREINFORCED) CONCRETE FOOTINGS SINGLE DOUBLE OR TRIPLE SECTIONS 20 PSF ROOF....... 31 SINGLE DOUBLE OR TRIPLE SECTIONS 30 PSF ROOF....... 32 SINGLE DOUBLE OR TRIPLE SECTIONS 40 PSF ROOF....... 33 TRIPLE SECTION WITH TRANSVERSE ROOF FOOTING CONFIGURATIONS AT MAIN BEAM AND SUPPORT POSTS................................................................. 34 MATING LINE FOOTING CONFIGURATIONS.................................35 MATING LINE PIERS ........................... :............................................. 36 MATING LINE TIEDOWN STRAPS...................................................36 PORCH PIERING DECKPIERING................................................................................. 38 11 4 . TYPICAL EACH RUNNER REINFORCED POURED CONCRETE (TYPICAL) FOUNDATION FOOTING PADS AND PIERS FOOTING PADS Footings are required under each pier to distribute the home load to the ground. The size of the footing is determined by the allowable soil bearing pressure and load each pier has to carry. The details in this section provide the available configurations for concrete block and metal piers. Footing sizes and materials other than those shown in this manual may be used as long as the area of the footing is appropriate for the pier load and allowable soil bearing value at the site. Check with local building authorities for requirements for installation of the home due to ground conditions. Footing pads may be placed at grade level. In areas where the ground is subject to freezing, the footing pads must extend below the frost line established by local jurisdiction. See page 15 for frost line information. PIERS The piers used must be strong enough to transmit the vertical load, which includes the weight of the home, its furnishings, and temporary roof loading, to the foundation surface below. Pier spacings other than those shown in this manual may also be used as long as spacing does not exceed the maximum pier spacing shown. Pier designs and heights shown in this manual can be used on flat or sloping ground. OPTIONAL POURED CONCRETE RUNNERS Concrete runners full length, or transverse of the home may be considered as an alternate pier support system to individual concrete or wood footings for single and multi wide homes. Common full length concrete runners are outlined below. When using transverse runners they should extend from sidewall to sidewall at the spacing shown in this section.. Additional poured runners shall be provided at the mating line for piers at the ridge beam support post locations. Before these methods are used be sure such methods are adequate for the site location and is permitted by the applicable local code. 4 POUR RUNNERS (MULTI SECTION) TYPICAL EACH .11 - RUNNER REINFORCED POURED CONCRETE (TYPICAL) 2 POUR RUNNERS (SINGLE SECTION) '- CONCRETE RUNNER WIDTH MIN. 6' THICK DETERMINED BY SECTION REINFORCED POURED WIDTH AND MAIN BEAM CONCRETE (TYPICAL) SPACING (TYPICAL) 3 POUR RUNNERS (MULTI SECTION) I L CANCRETE RUNNER WIDTH DETERMINED BY SECTION WIDTH AND MAIN BEAM SPACING (TYPICAL) 2 POUR RUNNERS (SINGLE SECTION) NOTE INSTALLATIONS PROPOSING DIFFERENT DETAILED SPECIFICATIONS SUCH AS BLOCK SIZE OR LOADS SHALL BE JUSTIFIED BY ENGINEERING DATA. DETAILS, PLANS AND/OR TEST DATA SHALL BE SUBMITTED TO THE LOCAL ENFORCEMENT AGENCY FOR APPROVAL. pwtumm, WILLIAM C. FARISH jAW'-, MIN. 6" THICK REINFORCED POURED CONCRETE (TYPICAL) 13 PIER LOCATION ELEVATIONS RECESSED ENTRY POST OVER 42" TO 72 - MAX. RECESSED ENT RY AREA MAY RANDOM BE AT RA LOCATIONS ALONG SIDEWALL m e e it Jl r— 1 r � , LL. JJ n 11 B ji PIER UNDER PIER UNDER POST AT PIERS UNDER JAMB STUDS FOR DOOR MASONRY FACED PORCH OR RECESSED ENTRY OPENINGS OVER 48" WIDE, SUCH AS FIREPLACE IN SLIDING GLASS DOORS. PIERS FOR FLOOR OVERHANG FACTORY INSTALLED LABELED G-2 DOORS UNDER 48" WIDE REQUIRED SHEARWALL STRAP. NUMBER OF STRAPS ONLY TO MAKE NON -OPERATIONAL ON HOME WILL VARY. HOME MAY NOT DOORS OPERATIONAL. HAVE ANY SUCH STRAPS ON THE EXTERIOR WALL. NOTE See page 17 for minimum footing requirements for labeled perimeter piers and labeled G-2 shearwall strap NOTE The above labeled perimeter piers are not required if full perimeter plering Is part of the home support and the location of the perimeter piers are within 2 feet of the labeled locations. Exception: A perimeter pier must be Installed at a labeled G-2 strap location. LABELED PERIMETER PIERS ■■ MAIN BEAM RH BOTTOM of 8 FLOOR LINE PIERS REQUIRED UNDER EACH MAIN BEAM AT VARIOUS MAXIMUM ON CENTER SPACING. MAIN BEAM PIERS NOTE See floor plan for minimum pier loads required for each support post. Pier tag located at each support post location. MULTI WIDE SECTION MATING LINE RIDGE BEAM SUPPORT POST PIERS 14 16- 16 - SINGLE PAD FOOTING TWO DOUBLE PAD FOOTINGS I DOUBLE PAD FOOTING QUAD PAD LOAD FOOTINGS DISTRIBUTING FO 16" X 16" X 4" CONCRETE PAD A PORT PAD FOOTINGS FOUNDATION FOOTINGS WITH CONCRETE BLOCK PIERS I . � 16� I DOUBLE PAD FOOTING TRIPLE PAD FOOTINGS , I 1 TWO DOUBLE PAD FOOTINGS 8" X 16" X 4" CONCRETE PAD FOOTINGS �24, SINGLE PAD \- 11 v4• FOOTING ' DOUBLE PAD . FOOTING LOAD 'rte DISTRIBUTING >r PAD FOR ; \ SUPPORT i 1 may, TRIPLE PAD 'FOOTING 2.X 12 X 24" WOOD PAD FOOTINGS FOUNDATION FOOTINGS WITH COMMERCIAL METAL PIERS SINGLE PAD FOOTING DOUBLE PAD FOOTING TWO DOUBLE PAD FOOTINGS LOAD DISTRIBUTING PAD FOR SUPPORT 16" X 16" X 4" CONCRETE PAD FOOTINGS DOUBLE PAD FOOTING LOAD DISTRIBUTING PAD FOR SUPPORT 2 X 12 X 24" WOOD PAD FOOTINGS FOOTINGS AND FROST LINESscr�o In areas where the ground is subject to freezing, frost heaving can lead t tt to unleveling and even damage to the home. Follow these details in WILLIAM C. �ARISH.IV areas where the ground is subject to freezing. TYPICAL PIER TYPICAL PIER .. FROST LINE DEPTH AS ti ESTABLISHED BY BOTTOM OF FOOTING PAD FOOTING OAD LOCAL JURISDICTION LOCATED AT FROST LINE >s` MIN::::: ':::::::::::..;:: BACK FILL WITH ANY CLEAN GRANULAR SAND. COMPACT FOR FIRM SUPPORT O FOOTING. ALTERNATE METHOD E V.—N. ROLINE IN IS NOT OR CANNOT BE ESTABLISHED. Interior footings may be placed above the frost line when the home is provided with a perimeter foundation or skirting having insulation properties sufficient to prevent freezing of the soil under or adjacent to every load bearing component of the foundation and acceptable for this purpose to the local authority having jurisdiction. 15 36' MAX. BLOCK HEIGHT CONCRETE BLOCK PIERS 8" X 16" HOLLOW CONCRETE MASONRY BLOCKS (NO MORTAR OR GROUT REQUIRED) — WOOD WEDGES FOR HEIGHT — ADJUSTMENT. MAXIMUM THICKNESS 1 1/2 INCH AND MINIMUM SIZE 4"X 8'. — CAP BLOCKS) — CAP BLOCKS OF VARIABLE THICKNESS MAY BE USED IN COMBINATION WITH EACH OTHER ALONG WITH MINIMUM 1' WOOD WEDGES UP TO A MAXIMUM HEIGHT OF 8'. NOTE 10V 36' UP TO 80' MAX. BLOCK HEIGHT Concrete block may be used along with commercial metal piers. ` SINGLE BLOCK PIER 8.000 LBS MAXIMUM CAPACITY PIER CAPACITY MUST BE THE SAME AS OR GREATER THAN THE FOOTING CAPACITIES ON PAGE 35. MAIN BEAM MAIN BEAM PIERS a WOOD••� �• •aye WEDGES CAP BLOCK SINGLE BLOCK PIER PERPENDICULAR TO MAIN BEAM EXTERIOR WALL TYPICAL FLOOR JOIST WOOD E" WEDGES CAP BLOCK PERIMETER PIERS 4X4OR2-2X4'SONEDGE (NAILED TOGETHER) SPANNI MINIMUM 2 FLOOR JOISTS FLOOR RIM PLATE DOUBLE BLOCK PIER 16,000 LBS MAXIMUM CAPACITY PIER CAPACITY MUST BE THE SAME AS OR GREATER THAN THE FOOTING CAPACITIES ON PAGE 35. WOOD 'ae WEDGES °•aQ WILLIAM C. FARISH MAIN�• `• a • • as .Law BEAM • •ay> ` i r" \ 61Q042946R � CAP — BLOCK WOOD WEDGES CAP BLOCK E� DOUBLE BLOCK PIER PIER MAY BE OFFSET UP TO 6' MAX. EACH SIDE OF STRAP TO MISS FRAME OBSTRUCTIONS AS LONG AS THE PIER STILL SUPPORTS THE FLOOR RIM PLATE. JOISTS UNDER SHEARWALL `:�:' 10' MAX. SETBACK FROM '`3 EDGE OF FLOOR BLOCKS PARALLEL WITH BLOCKS PARALLEL AND RECESSED EDGE OF FLOOR BACK FROM EDGE OF FLOOR 16 a G-2 STRAP �— WOOD WEDGES CAP BLOCK SETBACK AT LABELED G-2 STRAP LOCATION TYPICAL FLOOR JOIST E" `:�:' 10' MAX. SETBACK FROM '`3 EDGE OF FLOOR BLOCKS PARALLEL WITH BLOCKS PARALLEL AND RECESSED EDGE OF FLOOR BACK FROM EDGE OF FLOOR 16 a G-2 STRAP �— WOOD WEDGES CAP BLOCK SETBACK AT LABELED G-2 STRAP LOCATION COMMERCIAL METAL PIERS Commercial metal piers maybe used along with concrete piers. CONTACT PAD :)JUSTABLE RISER WITH JJUSTABLE NUT AND 'ASHER (IF REQUIRED) PIER FRAME NOTE Pier capacity is listed and labeled by pier manufacturer on Mach pier. Pier capacity must M the same as or greater than the footing capacities on Page 35. EXTERIOR WALL Z FOOTING CONFIGURATIONS u m x 16" ' ' r CL 1y FLOOR h RIM Pad PLATE Ce` �•`a, `, ALTERNATE CONTACT PAD •� DIRECTION EVERY OTHER PIER a• `ate •`.! `,�` MAIN BEAM a• `a as , as ` ae .� av , • `J •°aid MAIN BEAM PIERS PERIMETER PIERS 4X4OR2-2X 4'S ON EDGE (NAILED TOGETHER) SPANNING MINIMUM 2 FLOOR JOISTS JOISTS UNDER 4X4OR2-2X4'S SHEARWALL ON EDGE (NAILED TOGETHER) TYPICAL FLOOR JOIST TYPICAL FLOOR JOIST 10" MAX. SETBACK FROM EDGE OF FLOOR 10" MAX. SE BACK FROM EDGE OF FLOOR LABELED G-2 STRAP AT EDGE OF FLOOR RECESSED BACK FROM EDGE AT LABELED G-2 STRAP LOCATION OF FLOOR MINIMUM FOOTING REQUIREMENTS FOR LABELED PERIMETER PIERS AND LABELED G-2 SHEARWALL STRAP PIERS LABELED PERIMETER PIERS Z FOOTING CONFIGURATIONS u m x 16" 8" x 16" CL .16" Concrete Concrete 2 x 12 x 24" 09 Pad Pad Wood Pad 1000 SINGLE DOUBLE SINGLE 1500 SINGLE DOUBLE SINGLE 2000 DOUBLE TRIPLE DOUBLE TO SINGLE DOUBLE SINGLE 4000 SINGLE DOUBLE SINGLE LABELED G-2 SHEARWALL STRAP ? FOOTING CONFIGURATIONS u m 16"x16" 8"x16" ,:- a Concrete Concrete 2x12 x24" 0 o Pad Pad Wood Pad 1000 DOUBLE 2 DBL PADS DOUBLE 1500 DOUBLE TRIPLE DOUBLE 2000 TO SINGLE DOUBLE SINGLE 4000 17 MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURES The footing configuration and spacing tables on the following pages determine the footing configuration and spacing by section width. Eave size Is 12" maximum to 14 wide, and 6" maximum for 16 and 18 wide sections. The range In Inches of various width homes Is provided to assist In referencing the proper page. NOTE a 9 Homes requiring perimeter footings will have the copy of the floor plan stamped "PERIMETER PIERING REQUIRED". SECTION WIDTHS S91. Pad Footing (it :Pail:l pplii ": Two Doi Pad Ftng. Range (in inches) Of Section Floor Widths` SECTION "A" Main Beam Sae Main Beam Size Main Beam Sae 10 Wide 118" 6 4'-8" 1r B• 10" 1r 6' B 10 12 5' B 10' 10'-6' 4'-6• S 15.6• 5.6• 12 Wide 132" to 143" SECTION "B" Tom'' 13 Wide 150" to 157" 4' 7.6' 3 4' 3-6' 3' 14 Wide 158" to 168" 8' B T e s' a 10' 10' 10' 17 17 17 16 Wide 186" to 190" w 30 s SECTION "C" MAY ALSO BE LOCATED ADJACENT TO SECTION "A" AND AT VARIABLE 18 Wide 204" 10- LOCATIONS ALONG SECTION SIDEWALL. * Measured across section at floor excluding exterior siding. A. If you are installing a single section home go to PROCEDURE FOR FOOTING CONFIGURATION AND the appropriate section width page. SPACING TABLES: B. If you are installing a multi section home where 1. Determine the soil bearing capacity. both sections, or all sections, are the same width, go to the appropriate section width page. n roof live load of the home. 2. Determine the design g C. If you are installing a mufti section home where 3. Following that line across the table, and based on one or more of the sections are different in width, the main beam size determine the footing spacing follow the example below, then go to the and configuration. appropriate section width pages. 4. Footing placement to start at no more than one foot (1'"0" to edge of pier) from the ends of both main D. For third section with transverse roof design see beams. Page 34 for footing and pier requirements at i4 rt posts and ends of main beam. 5. The spacing for any Individual footing may exceed 14 the spacing shown up to 10% as long as the average (�® EXAMPLE USING- .O spacing does not exceed the spacing shown. rN :> .::.. �.:,;:.;., :,;•: :,".:,.'..".";''','":::: ::C1lCT::4471i�� WILLIAM=C.FARISH IVia)?118i:.?adpjtjrt€lQpsf soil capacity, :..................:.:::::: r!...::::::::.:::.:. t Ep Os'psf roof live load, supporting > "-main beam. WIDE SECTION 12 WIDE SECTION 10 WIDE SECTION FOOTING _ SPACING PER 14 WIDE PAGE FOOTING SPACING PER 12 WIDE PAGE FOOTING SPACING PER 10 WIDE PAGE ::..............x.�.....�.�...C�itdCl3EfE>'i��s>> .............................................................................................. a 9 Root MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Live S91. Pad Footing (it :Pail:l pplii ": Two Doi Pad Ftng. N Load �1) 40 Main Beam Sae Main Beam Size Main Beam Sae 8• 10• 1r 8• : 3'T;Z3 6• 2�" 5' 2 2 '-8" 6 4'-8" 1r B• 10" 1r 6' B 10 12 5' B 10' 10'-6' 4'-6• S 15.6• 5.6• Root LMAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Live I SgI. Pad Footingt)Ei1it?AdFilfifittg Two Dbl Pad Ftn1 Load Main Beam Size Main Beam Size I Main Beam Size T B' 10 12 3 3 3 5 V 8' 10' 17 -6• 2.6' 1 2.6• 5'-6" S-6" S•6" 8' 10' 11' 5 S. Sg 10' 10' 8• 10' tr -6" 4'•6" 4'.," Ir 9' B• c 1e' zr CONCLUSION: ::z::>%1�•.':`::X:it6':•.:X:4":GONCRt_7' ::OQTINGa 14 wide section main beam footing spacing would be 6'-0" o.c. max. 12 wide section main beam footing spacing would be 7'-0" o.c. max. 10 wide section main beam footing spacing would be 8'-0" o.c. max. ALTERNATE CONCLUSION: a 9 MAXIMUM MAIN BEAM, FOOTING SPACING (In Feet) U. Lead (PS0 Pad Fooling ::E)19t:adFoi'riai: Two Dbl Pad Ftn1 Main ae Main Beam Size Main Beam Sae e• 11r 1i <>:" :: 1r 8• 10• 12" Each sections footings may be spaced on the worst case spacing. Therefore the maximum footing spacing for all three sections can be at 6'-0" o.c. Tom'' i., `.i 30 4' 7.6' 3 4' 3-6' 3' 4' 8' 8' 3.6' T 3' s' S 8' B T e s' a 10' 10' 10' 17 17 17 1500 w 30 s s s e' 10- IV -c a' 10- iz ip MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 1.0 WIDE = SINGLE, DOUBLE, OR TRIPLE SECTIONS SECTION W: I SECTION -B': - 1 SPACNG VARIES ION "C" I > SEE TABLE --; " ■ MAIN BEAM FOOTINGS These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS a Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) ,S H Live Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing Main Beam Size Main Beam Size Main Beam Size v a Load (psf) 8" 10" 12' 8" 10" 12' 8" 10' 12" 12' 8" 10" 20 4' 4' 4' 8' 8'-6" 8'-6' 8' 10' 12' 1000 30 3'-6" 3'-6" 3'-6" 7'-6' T-6 7-6" 8' 10' 11' T 40 3' 3' 3' 6'-6" 61-6" 6'-6" 1 8' 10' 8' 6' 20 6'4" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 1500 30 5'-6" 5'-6" 5'-6" 8' 10' 11' 8' 10' 12' 10' 40 5' 5' 5' 8' 1 10' 10' 8' 10' 12' 9'-6" 9'-6" 8' 8'-6' 8'-6" 8' 10' 12' 8' 10' 12' 200020 30 T-6" T-6" T-6" 8' 10' 12' 8' 10' 12' 10' 40 V-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 10' 20 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 30 8' 10' 11' 8' 10' 12' 8' 10' 12' 10' 40 8' 10' 10' 8' 10' 1 12' 8' 10' 12' 10' 20 _ — — 8' 10' 12' 8' 10' 12' 4000 30 _ — _ 8' 10' 12' 8' 10' 12' 10' 40 _ 40 - 8' 10' 12' 8' 10' 12' PROCEDURE: FOR ALL WIND ZONES 8" X 16" X 4" CONCRETE FOOTINGS ' MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) cL Roof Dbl. Pad Footing Triple. Pad Footing Two Dbl Pad Ftng. 4'-9" 4'-0" HLive — Load (psf) Main Beam Size Main Beam Size Main Beam Size tR Main Beam Size 8" 10" 12" 8" 10" 12' 8" 10" 12' 8" 20 4' 4' 4' 6' 6' 6' 8' 8' 8' 1000 10' V-6" 3'-6' V-6" 5' 5' 5' T T 7' 8' 40 3' 3' 3' 4'-6" 4'-6" 4'-6' 6' 6' 6' 8' 20 6' 6' 6' 8' 9' 9' 8' 10' 12' 1500 30 5' 5' S' 8' 8' 8' 8' 10' 10'-6' 8' 40 V -6-14'.6"14%r 40 T I T T 8' 9'-6" 9'-6" 8' 20 8' 8' 8' 8' 10' 12' 8' 10' 12' 2000 30 7' 7' T 8' 10' 10'-6' 8' 10' 12' 8' 40 6' 6' 6' 8' 9'-6" 9'-6" 8' 10' 12' 8' 20 8' 10' 12' 8'. 10' 12' 8' 10' 12' 3000 30 g' 10' 10'-6' 8' 10' 12' 8' 10' 12' 8' 40 1 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 8' 20 _ — _ 8' 10' 12' 8' 10' 12' 4000 30 _ — _ 8' 10' 12' 8' 10' 12' 8' 1 40 - - 40 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS ' MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) cL Roof Live Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. 4'-9" 4'-0" 450 470 19" to 36" 9'-0" 30 a — Load (psf) Main Beam Size Main Beam Size Main Beam Size 4'-9" 4'-0" 8" 10" 12" 8' 10" 12' 8" 10" 12" 20 4' 4' 4' 8' 8' 8' 8' 10' 12' 1000 30 3'-6" 3'-6' 3'-6" T T 7' 8' 10' 12' 40 1 3' 3' 3' 6' 6' 6' 8' 10' 12' 20 6' 6' 6' a' 10' 12' 8' 10' 12' 1500 30 5' 5' 5' 8' 10' 10'-6" 8' 10' 12' 40 4'-6" 4'-6" 4'-6" 8' 9'-6" 9'-6" 8' 10' 12' 20 8 8' 8' 8' 10' 12' 8' 10' 12' 2000 30 T T T 8' 10' 12' 8' 10' 12' 40 6' 6' 6' 8' 10' 12' 8' 10' 12' 20 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 30 8' 10' 10'-6' 8' 10' 12' 8' 10' 12' 40 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 20 _ _ _ 8' 10' 12' 8' 10' 12' 4000 30 _ — _ 8' 10' 12' 8' 1 10' 12' 40 8' 10' 12' 8' 10' 12' TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any Individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground toboom f main benam (inches) WIND ZONE Diagonal Strap Angle I Min. Max. 8" to 18" 11'-0" 4'-9" 4'-0" 450 470 19" to 36" 9'-0" 4'-9" 4'-0" 450 540 37" to 48" T-0" 4'-9" 4'-0" 540 60° 49" to 80" 5'-0" T-3" 2'-9" 600 70° 19 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 10 WIDE - SINGLE, DOUBLE, OR TRIPLE SECTIONS Rd2f�/ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 01 �eti�&0 SECTIONSPACING VARIES ,. SEE TABLE L, �LIAM C. F RISH I- ON SECTI1 V ' i ❑ ' ❑ ❑ ' ❑ ❑' ❑ ❑ 01 SECTION �> ■ MAIN BEAM FOOTINGS ❑ PERIMETER FOOTINGS I❑ ❑ ' ❑ C3 ❑ 1 01 PERIMETER FOOTING CONFIGURATION AND.SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. PERIMETER FOOTING CONFIGURATION AND SPACING $ y ?' T y FOOTING CONFIGURATIONS U n cnn na Main Beam Size Maln Beam Size 8" 10-1 12" a- 10" I t r co T-6" 7-6• T-6" 8'' 10' 11'-6" 8' 7 1500 8' 10' 11'-6' a 16" X 16" 8" A 16" 20'1 8' 10' 12' 8' 2'3000 g 8' 10' 17 8' 10' 17 8' 7 �P d to Copad to W Pad LL 8' 10' 17 r° od 17 8' • 10' 17 3'-3" 20 1000 SINGLE DOUBLE SINGLE 6'-0" 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0" 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 1500 SINGLE DOUBLE SINGLE 30 8'-0" 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE N/A DOUBLE 1500 DOUBLE j TRIPLE j DOUBLE 40 8'-0" 20004000 to SINGLE I DOUBLE SINGLE These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 2 8" X 16" X 4" CONCRETE FOOTINGS ?' T y MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. U n cnn Main Beam Size 8" 1 10• 1 1 r Main Beam Size Maln Beam Size 8" 10-1 12" a- 10" I t r 1000 T-6" 7-6• T-6" 8'' 10' 11'-6" 8' 7 1500 8' 10' 11'-6' 8' . 10' 17 8' 7 2000 8' 10' 12' 20'1 8' 10' 12' 8' 2'3000 2000 8' 10' 17 8' 10' 17 8' 7 4000 -- — 8' 8' 2 16" X 16" X 4" CONCRETE FOOTINGS z' U ac n MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size (° 87 lo- 1 r 8- 10" 12' 8' 10" 1 r 1000 7-6" 7-6" T-6" 8' 10' • 12' 1500 1500 6' 10' 11'-6' 8' 10' 17 B' 10' 17 2000 8' 10' 12' 8' 10' 12' 8' 10' 17 3000 8' 10' 12' 8' 10' 17 8' 10' 17 4000 -- -- 17 8' • 10' 17 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing MAXIMUM 2 X 12 X 24" WOOD FOOTINGS 0 H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing U a 9 Main Beam Size 87T 10" 1 r Main Beam Size 8" 10- 12- Main Beam Size 8" 10" 12- r1000 1000 8' 1 8' B. B' lo- 12 4'-9" 1500 8' 10' 17 B' 10' 17 9' 10' 17 0 8' 10' 17 8' 10' 17 8' 10' 17 0 j 8' 10'17 8' 10 17 8'10' 17 0 -- -- — 8' 10' 12 8' 10' 17 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing MAXIMUM TIEDOWN STRAP SPACING Height from ground tobottom of main beam (inches) WIND ZONE Diagonal strap Angle III III Min. Max. 8" to 18" 11'-0" 4'-9" 4'-0" 45° 47° 19" to 36" 9'-0" 4'-9" 4'-0" 450 540 37" to 48" T-0" 4'-9" 4'-0" 540 600 49" to 80" 5'-0" 3'-3" 2'-9" 1 60° 70° does not exceed the spacing shown. 20 MAIN,BEAM FOOTING CONFIGURATIONS AND SPACING - SINGLE, DOUBLE, OR TRIPLE SECTIONS I I I I SECTION W: SECTION'S" 1- h SPACING y VARIES SEE TABLE -- ■ MAIN BEAM FOOTINGS I i I I I These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS .a Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) 0 gN Live Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing U a Load (psf) Main Beam Size Main Beam Size Main Beam Size co Main Beam Size 8" 10" 12" 8" 10" 12' 8" 10' 12" 1000 20 3'-6' 3'-6" 3'-6" T T T 8' 10' 11' 7' 3' 40 3' 30 3' 6'-6" 6-6" 6 -6_ 8 9'-6- 9'-6- 6' 3 2'-6" 2'-6" 2'-6" 5'-6' 5'-6" 5'-6' 8' 8'-6" 8'-6" 1500 20 5'-6" 5'-6" 5'-6" 8' 10' 11' 8' 10' 12' 10' 30 4'-6" 4'-6" 4•,•6•, 8' 9'-6" 9'-6" 8' 10' 12' 91 40 4' 4' 4• 8' 8'-6" 8'-6" 8' 10' 12' 2000 20 T 7' 7' 8' 10' 12' 8' 10' 12' 10' 30 6'-6- 6'-6" 6'-6' 8' 10' 12' 8' 10' 12' 10' 40 5'-6" 5'-6" 5'-6' 8' 10' 11'-6" 8' 10' 12' 3000 20 8' 10' 11' 8' 10' 12' 8' 10' 12' 10' 30 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 10' 40 8' 81-6" 8'-6" 8' 10' 12' 8' 10' 12' 10' 20 — — — 8' 10' 12' 8' 10' 12' 4000 30 _ — — 8' 10' 12' 8' 10' 12' 1 10' 40 1 — — — 8' 10' 1 12' 8' 10' 12' PROCEDURE: FOR ALL WIND ZONES 8" X 16" X 4" CONCRETE FOOTINGS a Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) ay Lige Dbl. Pad Footing Triple. Pad Footing Two Dbl Pad Ftng. Main Beam Size Live g Load (Pso Main Beam Size Main Beam Size Main Beam Size tR 10' 8' 1 to- 12" 8" 1 10' 12' 8" 10" 12' 3'-6" 20 3'-6• 3'-6• 3-6" 5' 5' 5' T 7' T 1000 30 3' 3' 3' 4'-6" 4'-6" 4'-6" 6' 6' 6' 2'-6• 40 2'-6" 2'-6" 2'-6" 4' 4' 4' 5'-6" 51-6" 51-6" 5' 20 5' 5' 5' T-6" i-6" T-6" 8' 10' 10' 1500 30 4'-8" 4'-6" 4'-6" 6'-6" 6'-6" 6'-6" 8' 91 9' 4' 40 4' 4' 1 4' 1 6' 6' 1 6' 1 8' 8' 8' T 20 7' 7' 7' 8' 10' 10' 8' 10' 12' 2000 30 6' 6' 6' g' 9' 9' 8' 10' 12' 5'-6' 40 5'-6' 5'-6" 5'-6' 8' 8' 8' 8' 10' 11' 8' 20 8' 10' 10' 8' 10' 12' 8' 10' 12' 3000 .30 8' 9' 9' 8' 10' 12' 8' 10' 12' 8' 8' 8' I 8' - 8' 8' 10' 12' 8' 10' 12' - 20 — — — 8' 10' 12' 8' 10' 12' r40 30 — -- — 8' 10' 12' 8' 10' 12' — 40 — — — 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS a Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) ro y Lige Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size U g Load (psf) <°n 9'-0" 8" 10' 1 12" 8" 10" 12' 8 10" 12" 550 20 3'-6" 3'-6' 3'-6' T T T 8' 10' 12' 1000 30 3' 3' 3' 6' 6' 6' 8' 10' 12' 40 2'-6• 2'-6" 2'-6'.5'-6- 6-6" 5'{• 8' 10' 11' 20 5' 5' 5' 8' 10' 10' 8' 10' 12' 1500 30 4'-6" 4'-6" 4'-6" 8' 9' 9' 8' 10' 12' 40 4' 4' 4' 8' 8' 8' 8' 10' 12' 20 T T T 8' 10' 12' 8' 10' 12' 2000 30 6' 6' 6' 8' 10' 12' 8' 10' 12' 40 5'-6' 5'-6" 5'-6' 8' 10' 11' 8' 10' 12' 3000 20 8' 10' 10' 8' 10' 12' 8' 10' 12' 30 8' 9' 9' 8' 10' 12' 8' 10' 12' 40 8' 8' 8' 8' 10' 12' 8' 10' 12' 20 - — - 8' 10' 12' 8' 10' 12' 4000 30 — _ _ 8' 10' 12' 8' 10' 12' 40 — _ _ 8' 10' 12' 8' 10' 12' TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance .the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any Individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM 21 TIEDOWN STRAP SPACING W ht from ground to bottom of main beam (Inches) WIND ZONE Diagonal Strap Angle Min. Max. I 11 II' 8" to 18" 12'-0" 5'-6" 4'-6" 440 470 19" to 36" 9'-0" 5'-6" 4'-6" 400 530 37" to 48" 8'-0" 5'-6" 4'-6" 490 550 49" to 80" 5'-6" 4'-0" i 3'-3" 56° 6°- 1 660- 21 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 12 WIDE - SINGLE, DOUBLE$ OR TRIPLE SECTIONS ❑ ❑ , ❑ ❑ , ❑ ❑, ❑ ❑ 131 th--t--t--t--}--t--r--t--r-I_ 9ST11 ® i i S •� C� SECTION ' PC 1 i81- i i -- A• ' SEE TABLE.,_ WILLIAM C. FARISH IV / SECTION i `moi •e• �- Q1fS.0129 R--t--�--t--�--t--�--t--�`�� fr 4d ' ❑ ❑ o ' ❑ o' ❑ ❑ o SECTION �> ■ MAIN BEAM FOOTINGS "C"-'- ❑ PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND.SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge 'of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. PERIMETER FOOTING CONFIGURATION AND SPACING o �$ a FOOTING CONFIGURATIONS ^ y CL Main Beam Size Maln Beam Size �' c 8" 1 10" 1 12" 8" 10- 12" 8' 10' 12- 1000 �. n 16" x 16" 8" x 16" 14 g 0 Z — Concrete Concrete Wood Ped LL `2 4000 8 Pad Pad 8' 10' 1Z ti co r 8' 10' 1r 4000 8' 20 1000 SINGLE DOUBLE 'SINGLE 6'-0" 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0- 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE 8'-0" 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8'-0- 2000 to 4000 SINGLE DOUBLE SINGLE These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. f Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance,and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location -from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 8" X 16" X 4" CONCRETE FOOTINGS z a MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. U a Main Beam Size Main Beam Size Maln Beam Size 6 8" 1 10" 1 12" 8" 10- 12" 8' 10' 12- 1000 6'-6. 6'-6- 6'-6" 8' 9'-6" 9-6to.- 1500 B' 91.6" 91-6' 8' 10' 10' 8' 10 tr 2000 8' 10' 12' 8' 10' 10' 8' 10' 1 r 3000 1r tr ' 1r 4000 4000 -- — PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance,and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location -from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 16" X 16" X 4" CONCRETE FOOTINGS L 1° MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. a N Main Beam Size 8" 10' 12• Main Beam Size 8- 10- 12• Maln Beam Size 8- 10- 12- 1000 6'-6. 6'-6. 6'-6• e' 10' 1Z e' ' 1500 8' 9'-6" 9'-6' 8' 10' 1r 8' 10' lr 2000 8' 10' 1Z 8' 10' 12' 8' 10' 17 3000 8' 10' 12' 8' 10' 12' 8' 10' 1r 4000 -- — 8' 10' 12' 8' 10' 12' PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance,and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location -from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 2 X 12 X 24" WOOD FOOTINGS ? MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) u Pad Footing Dbl. Pad Footing Triple Pad Footing vSgl. n Main Beam Size Main Beam Size Main Beam Size r°n 8' 1 10" 12" 8• 1 8" 10" 12" 1000 6'-6' 6'-6' 6'-6- 8' 8' 10' 1Z 1500 8' 10' 10' 8' 8' 10 17 2000 8' 10' 12' 8' 310-12- 8' 10' 1Z 3000 —97-5-6- it r 8' 10' 1r 4000 8' 8' 10' 117 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance,and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location -from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (inches) WIND ZONE DlagnglSVap Angle A 'I SII Min. Max. 8" to 18" 12'-0" 5-6" 4'-6" 440 470 19" to 36" 9'-0" 5-6" 4'-6" 400 530 37" to 48" 8'-0" 5'-6" 4'-6" 490 550 49" to 80" 5'-6" 1 4'-0" 1 T-3" 56° 660 22 A 'r MAIN BEAM -FOOTING CONFIGURATIONS AND SPACING ' 13VIDE -. SINGLE, DOUBLE, OR TRIPLE SECTIONS: I I I I I SECtION -A SECTION "B'i I I I I j-- �i {� SPACNe may` VARIES SEE TABLE ■ MAIN BEAM FOOTINGS :- I - I - - I -1 These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS z" Height from ground to beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) c H Roof Live Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing &a — Load (psf) Main Beam Size Main Beam Size Main Beam Size 8 2 a 8' 1 10' 1 12" 8" 10" 12' 8" 10' 12" 8- 20 3' 3' 3' 6'-6' 6'-6' 6'-6" 8' 10' 10' 1000 30 3' 3' 3' 6' 6' 6' 8' 9' 9' 4' 40 2'-6 2,-6" 2,-6" 5' 5' 5, 8' 8' 8' 3'-6" 20 5' 5' V 8' 10' 10' 8' 10' 12' 1500 30 4'-6" 4'-6" 4'-6" 8' 9' 9' 8' 10' 12' 6' 40 4' 4' 4' 8' 8' 8' 8' 10' 12' 20 6'-6" 6'-6" 6-6" 8' 10' 12' 8' 10' 12' 2000 30 6' 6' 6' 8' 10' 12' 8' 10' 12' 8' 40 5' 1 5' 1 5' 8' 10' 0'-6" 1 8' 10' 12' T-6' 20 8' 10' 10' 8' 10' 12' 8' 10' 12' 3000 30 8' 9' 9' 8' 10' 12' 8' 10' 12' 8' 40 8' 8' 8' 8' 10' 12' 8' 10' 12' 8' 20 — — — 8' 10' 12' 8' 10' 12' 4000 30 -- — - 8' 10' 12' 8' 10' 12' 8' 40 - -- — 8' 10' 12' 8' 10' 12' 8" X 16" X 4" CONCRETE FOOTINGS z" Height from ground to beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Roof I II III Min. Max. 8" to 18" 12'-0" W N Live Dbl. Pad Footing Triple. Pad Footing Two Dbl Pad Ftng. 2 a Load (psf) Main Beam Size Main Beam Size Main Beam Size tR (psf) 8' 1 10' 1 12" 8- 10" 12' 8- 10" 12- 8" 20 3' 3' 3' 4'-6" 4'-6" 4'-6" 6'-6" 6'-6' 6'-6" 1000 61-6" 2'-6" 2'-6" 2'-6• 4' 4• 4• 6-15" 6-6" 6-6" 6' 40 2'-6' 2'-6" 2'-6" 3'-6" 3'-6' 3'-6" 5' 5' 5' 5' 20 4'-6" 4'-6" 4'-6" T T T 8' 9'-6" 9'-6" 1500 30 4' 4' 4' 6' 6' 6' 8' 8'-6" 81-6" 8'-6" 40 3'-6" 3'-6" 13'.6"15-4' 5'-6" 5'-6" T-6" T-6" I T-6" T-6" 20 6'-6' 6'-6' 6'-6" 8' 9'-6' 9'-6" 8' 10' 12' 2000 30 5'-6" 5'-6" 5'-6' 8' 8'-6" 8'-6" 8' 10' 11' 10' 40 1 5' 5' 5' T-6' T-6' T-6' 8' 10' 10' 10' 20 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 3000 30 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12' 10' 40 T-6" I T-6" T-6" 8' 10' 11'-6' 8' 10' 12' 10' 20 — — — 8' 10' 12' 8' 10' 12' 4000 30 — — _ 8' 10' 12' 8' 10' 12'. 10' 40 — — — 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS ? Height from ground to beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Roof I II III Min. Max. 8" to 18" 12'-0" CLC, Live Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Fing. U a Load Main Beam Size Main Beam Size Main Beam Size —p (psf) 5'-6" 4'-6" 490 8" 10" 12' 8- 10' 12' 8" 10" ' 12' 20 3' 3' 3' 6'-6" 6-6' 61-6" 8' 10' 12' 1000 30 2'-6" 2'-6" 2'-6" 6' 6' 6' 8' 10' 11' 40 2'-6" 2'-6" 2'-6" 5' 5' 5' 8' 10' 10' 20 4.,6.. 4-4- 8' 9'-6" 9'-6" 12' . 1500 30 14'.6" 4' 4' 4' 8' 8'-6" 8'-6" 8' 10' 40 3'4" 3'-6" 3'-6" -6" T-6" T-6" 8' 10' 12' 20 6-6' 6'-6" 6'-6' 8' 10' 12' 8' 10' 12' 2000 30 6-6" 6-6" 5'-6" 8' 10' 11' 8' 10' 12' 40 5' 5' 1 5' 1 8' 10' 10' 8' 10' 12' 20 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 3000 30 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12' - T-6" T-6" T-6" 8' 10' 12' 8' 10' 12- H40 20 _ _ _ 8' 10' 12' 8' 10' 12' 4000 30 — __ g- 10' 12' 8' 10' 12' 40 _ -- 8' 10' ' 12' 8' 10' 12' TIEDOWN STRAP SPACING PROCEDURE: FOR ALL WIND ZONES 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any Individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to beam (Inches) WIND ZONE Diagonal Strap Angle I II III Min. Max. 8" to 18" 12'-0" 5'-6" 4'-6" 440 470 19" to 36" 9'-0" 5'-6" 4'-6" 400 530 37" to 48" 8'-0" 5'-6" 4'-6" 490 550 49" to 80" 5'-6" 4'-0" 3'-3" 560 660 23 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 13 WIDE - SINGLE,, DOUBLE, OR TRIPLE SECTIONS Z -- T[ 0 t--t--t--fi It -- - r --t- 4 ` O SEC TIONI_SPACING1 VARIES1 • ' A ' SEE TABLE WILLIAM C. GARISH IV i / ♦ SECTION W V �' ❑ ❑ ❑' ❑ o' a ❑ 01 I 1 SECTION '�> ■ MAIN BEAM FOOTINGS "C• O. PERIMETER FOOTINGS 1130 ❑ ❑' ❑ d ❑I PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soll bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. PERIMETER FOOTING CONFIGURATION AND SPACING L MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) FOOTING CONFIGURATIONS $ CL Jv �a " gc 16"x16" 8"x16" 8" 1 10• 1 12• 8" 10-1 12• 8" 10• I 12• 1000 to Concrete 1500 8' 8' 10' 17 W Pad LL d W od Ped N Cr 4000 - -- - 8' 8' 10' 1 8' 10' 17 3'-3" 20 1000 SINGLE DOUBLE SINGLE 6'-0• 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0" 200010 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 1500 SINGLE DOUBLE SINGLE 30 8'-0" 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8'-0" 2000 to 4000 SINGLE DOUBLE SINGLE These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 8" X 16" X 4" CONCRETE FOOTINGS L MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) y Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Fing. n Main Beam Size Main Beam Size Main Beam Size rn 8" 1 10• 1 12• 8" 10-1 12• 8" 10• I 12• 1000 6' 6' 6' 8' 8' 10' 17 1500 8' 9' 9' 8' 8' 10' 17 2000 8' 10' 17 8' 8' . 10' 17 10-1 3000 6' 10' 17 8' 8' 10' 1r 4000 - -- - 8' 8' 10' 1 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 16" X 16" X 4" CONCRETE FOOTINGS . ftl c 0 a MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Main Beam Slze Maln Beam Size Main Beam Size 8 8' 10" 12' 8" 10" 17' 8• 10• 1 IT 1000 6' 6' 6' 8' 10' 17 8' 10 J7- 1500 8' 9' 9' 8' 10' 1r 8' 10' 17 2000 8' 10' 17 8' 10' 17 8' to' 17 3000 8' 10' 1r 8' 10' 1r 8' 10' 17 4000 -- -- 8' 10' 17 8' 10' 17 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 2 X 12 X 24" WOOD FOOTINGS z i1° c MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing V a tR Main Beam Size Main Beam Size 8" to- 17' Main Beam Size 8- 10' 12" 10008' 5'-6" 10' 17 8' to- IZ15008' 470 19" to 36" 10' 17 8' 10' 1720008' 4'-6" X6-6- 10' 17 8' 10'13000' 8'-0" 5'-6" 10' 17 8' 10' 1r40008' 550 49" to 80" 10' 17 8' 10' 17 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (Inches) WIND ZONE Diagonal Strap Angle Min. Max. 8" to 18" 12'-0" 5'-6" 4'-6" 440 470 19" to 36" 9'-0" 5'-6" 4'-6" 400 530 37" to 48" 8'-0" 5'-6" 4'-6" 49" 550 49" to 80" 5'-6" 4'-0" 3'-3" 560 66- 24 t 1 1MAIN,BEAM FOOTING CONFIGURATIONS AND SPACING ��1r 4.WIDE.'.--'-SINGLE, DOUBLE,:OR TRIPLE SECTIONS WILLIlIA SECTION 'B': ` 1 +® P SPA-ONOO y ` VARIES ' ION'C"' SEE TABLE I i --i-- ■ MAIN BEAM FOOTINGS These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS ? Height from ground to bottom of mainIII beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACINGIn Feet SPACING(In a Roof Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing 1° y Live Live Load Main Beam Size Main Beam Size Main Beam Size Load (psf) Main Beam Size Main Beam Size -p (psf) 12' 8" 10' 12" 8" 10" 12" 8" 10' 12" 12" 20 3 3 3 6'-6' 6'-6" 6-6" 8' 9'-6" 9'-6' 1000 30 2'-6" 2'-6' 2'-6" 5'-6' 5'-6' 51-6" 8' 8'-6' 8'-6" 4' 40 2'-6" 2'-6" 2'-6" 1 5' 5' 5' T-6" T-6' T-6" 3'-6- 20 4'-6" 4'-6" 4'.6" 8' 9'-6" 9'-6" 8' 10' 12' 1500 30 4' 4' 4' 8' 8'-6" 8'-6" 8' 10' 12' 6' 40 3.4..-6. 3.. 3.-6.. 7.-.. T-6" T-6" 8' 10' 11' 1 5' 20 6'-6" 6'-6' 6'-6" 8' 10' 12' 8' 10' 12' 200030 8' 5'-6' 5'-6' 5'-6' 8' 1 10' 11' 8' 10' 12' 8' 40 5' 5' 5' 8' 10' 10' 8' 10' 12' 7' 20 8' 9'-6' 9'-6' 8' 10' 12' 8' 10' 12' 3000 30 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12' 12' 40 7'-6" 7'-6' T-6" 8' 10' 12' 8' 10' 12' 10'-6' 20 - -- - 8' 10' 12' 8' 10' 12' 4000 30 _ _ _ 8' 10' 12' 8' 10' 12' 12' 8' - 12' -- 8' 10' 12' 1 8' 1 10' 1 12' 8" X 16" X 4" CONCRETE FOOTINGS . Height from ground to bottom of mainIII beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) cL Roof Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. CA Live Dbl.-Pad Footing Triple. Pad Footing 2 DBL Pad Ftng. v a Load Main Beam Size Main Beam Size Main Beam Size -p (psf) 12' 8" 10" 03 8" 8' 10" 12" 8' 10" 12" 8' 10" 12" 6' 20 3' 3' 3' 4'-6" 4'-6" 4'-6" 6' 6' 6' 1000 30 2'-6' 2'-6' 2'-6' 4' 4' 4' 5' 5' 5' . 4'-6" 40 2' 2' 2'_ 3'-6" 3-6. 3'-6- 4'-6- 4'{- 4'.6- 8' 20 4'-6" 4',6" 4•-6" 6'-6" 6'-6" 6'.V' 81 9' 9' 1500 30 4' 4' 4' 6' 6' 6' 8' 8' 8' T 40 3'.V' 3'.V' 3'-6" 5' 5' 1 5' T T T 8' 20 6'6' 8' 6' 8' 9' 9' 8' 10' 12' 2000 30 5' 5' 5' 8' 8' 8' 8' 10' 10'-6" 8' 40 4'-6' 4'-6' 4'-6" T 7' 7' 8' 9'-6" 9'-6" 8' 20 8' 9' 9' 8' 10' 12' 8' 10' 12' 3000 30 8' 8' 8' 8' 10' 12' 8' 10'_ 12' 8' 40 T T 7' 8' 10' 10'-6' 8' 10' 12' 8' 20 _ 8' 10' 8' 10' 12' 8' 10' 12' 4000 30 — _ _ 8' 10' 12' 8' 10' 12' 8' 40 12' _ __ 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS Height from ground to bottom of mainIII beam (Inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) 15 -42, -Live Roof Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. CA Load Main Beam Size ' Main Beam Size Main Beam Size - (psf) 5'-6" 340 440 8" 10" 12' 8" 10" 12" 8" 10' 12" 8 470 59° 20 3' 3' 3' 6' 6' 6' 8' 10' 12' 1000 30 2'-6' 2'-6' 2'-6" 5' 5'- 5' 8' 10' 10'-6" 40 2' 2' 2' 4'-6" 4'-6' 4'-6' 8' 9'-6' 9'-6" 20 4'-6" 4'-6" 4'-6" 8' 9' 9' V 10' 12' 1500 30 4' 4' 4' 8' V 8' V 10' 12' 40 3'-6" 3'-6" 3'-6" T T T V 10' 12' 20 6' 6' 6' 8' 10' 12' 8' 10' 12' 2000 30 5' 5' 5' 8' 10' 10'-6" 8' 10' 12' 40 4'-6" 4'-6" 4'-6" 8' 9'-6" 9'-6" 8' 10' 12' 20 8' 9' 9' 8' 10' 12' 8' 10' 12' 3000 30 8' 8' 8' 8' 10' 12' 8' 10' 12' 40 T 7' T 8' 10' 12' 8' 10' 12' 20 __ __ __ 8' 10' 12' 8' 10' 12' 4000 30 _ _ 8' 10' 12' 8' 1 10' . 12' 40 _ 8' 10' 12' 8' 10' 12' TIEDOWN STRAP SPACING PROCEDURE: FOR ALL WIND ZONES 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any Individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of mainIII beam (Inches) WIND ZONE Diagonal Strap An le Min. Max. 8" to 18" 14'-0" 6'-6" 5'-6" 320 340 19" to 36" 10'-6" 6'-6" 5'-6" 340 440 37" to 48" 9'-0" 6'-6" 5'-6" 44° 470 49" to 80" 6'-6" 5'-0" 4'-0" 470 59° 25 0 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING WIDE = SINGLE, DOUBLE, OR TRIPLE SECTIONS a 0 1 0 0 1 0 0 0 0 01 SECTION' �SVARIESP.'NG� ' ~��'► A" ' SEE TABLE SECTION'13- I I , ' o ' 0 0' o o' o a 01 I I I I 1 SECTION I i C. IC! o ' 0 0' o d 01 ■ MAIN BEAM FOOTINGS ❑ PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. PERIMETER FOOTING CONFIGURATION AND SPACING CONCRETE FOOTINGS z FOOTING CONFIGURATIONS j y Dbl. Pad Footing Two Dbl Pad Ftng. y Dbl. Pad Footing CL '�a a 8c 16"x16" 8"x16" 8" 1 10• 1 12• co 1000 Concrete Concrete 1500 U. 0 y Pad Pad Wow Pad rn 8' 10' 17 8' 10' 17 4000 8' 10' 12 a' t o' 1 20 1000 SINGLE DOUBLE SINGLE 6'-0" 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0- 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 3o 1500 SINGLE DOUBLE SINGLE 8'-0• 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE WA DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8'-01 2000 to 4000 SINGLE DOUBLE SINGLE These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 8" X 16" X 4" CONCRETE FOOTINGS z MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) u Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. y Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. a Main Beam Size Main Beam Size Main Beam Size y 8" 1 10• 1 12• 8" 1 10" 12" 8• 10- 1Y 1000 5'-8' V-6" F-6" 8' 8'-0" 8'-6" 8' 10' 11' 1500 8' 8'-6" 8'-0' 6' 10' 17 8' 10' 17 2000 8' 10' 11' 8' 10' 17 a' 10' 17 3000 8' 10' 17 8' 10' 17 8' 10' 17 4000 8' 10' 12 a' t o' 1 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 16" X 16" X 4" CONCRETE FOOTINGS L' MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) 1tl Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. a Main Beam Size Main Beam Size Main Beam Size 8' 10' 17 8' 10• 1Y r 10" 12• a- 10• 12• 1000 6-6-16-6-16-6- 8' 10' 11' ' 1500 8' 8'-6" W -V 8' 10' 17 8' 10' 3000 8' 10' 11. 8' 10' 11Z 3000 8' 10' 17 8' 10' 17 8' 10' 4000 - 8' 10' 12' 8' 10' PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 2 X 12 X 24" WOOD FOOTINGS L 1g° 0 a MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing Main Beam Size Main Beam Size Main Beam Size tR 8" 10• 12" 8" 10" 1Y 8• 10• 12- 1000 6 1 6' 6' 8' 10' 17 8' 10' 17 1500 8' 1 W 8' 8' 10' 17 8' 10' 17 2000 8' 10' 17 8' 10' 17 8' 10' 17 3000 8' 10' 17 8' 10' 17 8• 10' 17 4000 - - - 8' 10' 17 8' 10' 17 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to beam (ibottom nches) WIND ZONE DiagAngle �P I II III Min. Max. 8" to 18" 14'-0" 6'-6" 5'-6" 320 340 19" to 36" 10'-6" 6'-6" 5'-6" 340 440 37" to 48" 9'-0" 6'-6" 5'-6" 44° 470 49" to 80" 6'-6" 1 5'-0" 4'-0" 470 59° 26 MAIN. BEAM FOOTING CONFIGURATIONS AND SPACING . . .16WIDE-SINGLE SECTION . SPACING VARIES SEE TABLE ■ MAIN BEAM FOOTINGS These tables determine the footing pad configuration and footing spacing along the main beams of the section. Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS .a Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) 1° y Roof Live Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing Main Beam Size Main Beam Size Main Beam Size a Load (Psfl 8' 1 10' 1 12" 8' 10" 12" 8' 1 10" 12" tp 5'-6" 5' 4'-6' 5'-6" 5' 4'-6" 20 3 3' 3 5'-6- 5'-6- 5'-6- 8 8'-6- 8'-6- 1000 30 2'-6' 2'-6' 2'-6" 5' 5' 5' 7'-6" T-6" T-6" 6'-6'• 40 2' 2' 2' 4'-6' 4'-6" 4'-6" T 7' 7' 10' 20 4' 4' 4' 8' 8'-6" 8'-6" r 10' 12' 1500 30 4' 4' 4' T-6" T-6" r-6" 8' 10' 11'-6" 8'-6 40 3'-6" 3'-6" 3'.6" r T T r 10' 10'-6' 10' 10' 20 5'-6" V-6" 5'-6" 8' 10' 11'-6" 8' 10' 12' 200020 30 5' 5' 5' 8' 10' 10' 8' 10' 12' 10'12' 40 4'-6" 4'f' 4'-6" 8' 9' 9' 8' 10' 12' 10' 20 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12'3000 3000 30 T"6" r-6" T"6" 8' 10' 12' e' 10' 12' 40 6'.6" 6.-6.. 6'-6" 8' 10' 12' 8' 1 10' 12' 20 — — — 8' 10' 12' 8' 10' 12' 4000 30 _ _ _ 8' 10' 12' 8' 10' 12' 40 — — — 8' 10' 12' 8' 10' 12' 8" X 16" X 4" CONCRETE FOOTINGS a Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Pad Footing Triple. Pad Footing Two Dbl Pad Ftng. Main Beam Size LiveDbl. HE —p Load (Psi Main Beam Size Main Beam Size Main Beam Size 8" 10" 12' 8" 10" 12" 8' 10' 12" tp 5'-6" 5' 4'-6' 5'-6" 5' 4'-6" 20 2'-6" 2'-6' 2'-6" 4' 4' 4' 5'-6' 5'-6" 5'-6- 1000 30 2'-6" 2'-6" Z-6" 3'-6" 3'-6" 3'-6' S' 5' 5' 6'-6'• 40 2' Z 2' 3' 3' 3' 4'-6" 4,-6" 4'-6- 10' 20 4' 4' 4' 6' 6' 6' g 8' 8' 1500 30 3'-6" 3'-6" 3'-6" 5'-6" 5'-6" S'-6" r r T 8'-6 40 3' 3' 3' S' 5' S' 6.-6.. 6.,6.. 6.,6.. 10' 10' 20 5'-6' S'-6' 5'-6' 8' 8' 8' 8' 10' 11' 2000 30 5' 5' 5' 7' 7' 7' 8' 9'-6" 9'-6- 10'12' 40 4'-6• 4'-6" 4',6• 6'-6 6'-6" 6'-6" 8' 8.-6 8'-6- 10' 20 8' 8' 8'V 10' 12' 8'1W — 12' 3000 30 r T T 8' 10' 11' 8' 10' 12' 40 6'.6" 6.-6.. 6'-6" 8' 10' 10' 8' 1 10' 12' 20 — — — 8' 10' 12' 8' 10' 12' 4000 30 — — — 8' 10' 12' 8' 10' 12' 40 _ _ — 8' 10' 1 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS ? CX H g —p rq Roof Live Load (psf) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8' 10" 12" 8" 10" 12" 8" 10" 12' 1000 20 30 40 2'-6" 2'-6" 1 2' 2'-6" 2'-6' 2' 2'-6" 2'-6" 2' 5'-6" 5' 4'-6' 5'-6" 5' 4'-6" 5'-6" 5' 4'-6" 8' 8' 8' 10' 9'{• 8'-6' 11' 9'-6- 8'-6" 1500 20 30 4' 3'.V" 4' 3'-6" 4' 3'=6" 8' T 8' r 8' T 6' 8' 10' 10' 12' 12' 40 3' 3• 1 3' 6'-6" 6'-6'• 1 6'-6" 8' 1 10' 1 12' 5'-6' 5'-6' S'-6- 8' 10' 11' 8' 10' 12' 200020 30 5' 5' 5' 8' 9'-6' 9'-6" 8' 10' 12' 40 4' 4' 4' 8' 8'-6 8'-6" 8' 10' 12' 3000 20 30 8' r 8' T 8' T 8' 8' 10' 10' 12' 12' 8' 8' 10' 10' 12' 12' 40 6'-6" 6'-6" 6'-6" S' 10' 12' 8' 10' 12' 20 — — — 8' 10'12' 8' 10' 12' 4000 30 — — -- 8' 10' 12' 8' 10' 12' 40 - — — 8' 10' 12' 1 8' 10' 12' TIEDOWN STRAP SPACING PROCEDURE: FOR ALL WIND ZONES 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any Individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom ofbeam (inches) WIND ZONE Diagonal Strap Angle Min. Max. 8" to 18" 13'-0" 6'-0" 5'-0" 400 420 19" to 36" 10'-6" 6'-0" 5'-0" 420 470 37" to 48" 9'-6" 6'-0" 5'-0" 470 500 49" to 80" . T-0" 5'-9" 4'-9" 50° 59° 27 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 16 WIDE - SINGLE SECTION 1 a 0 1 a 01 a a al I I I SPACING VAaES a aa a. o a a, ■ MAIN BEAM FOOTINGS ❑ PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. S. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. PERIMETER FOOTING CONFIGURATION AND SPACING H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Maln Beam Size FOOTING CONFIGURATIONS 8' 10- IF CL Z me n c u 16" x 16" 8" x 16" T-6" T-6" r-0" '62'6 V" Concrete Concrete 2 x 12 x g B' 10' 17 8' 10' 1r 4000 Pad Pad ad Wood Pad 8' 10' 17 cc 6' 10' 17 8' 10' 1r 8' 10' 1r 4000 -- -- -- 20 1000 SINGLE DOUBLE SINGLE 6'-0" 4000 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0' 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE 8'-o" 2000 to SINGLE DOUBLE' SINGLE 4000 1000DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE X000 SINGLE DOUBLE SINGLE PROCEDURE: These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section. Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing !does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 8" X 16" X 4" CONCRETE FOOTINGS z U vDbl. a MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Maln Beam Size (°n 8' 10- IF 8- 10' Ir 8- 10" 12- r1000 1000 5' S' S' r-6• r-6' 7-6• 8' 10' 10' 1500 T-6" T-6" r-0" 8' 10' 11' 8' 10' 17 2000 e' 10' 10' 6' 10' 1r a' 10' 17 3000 r 10' 1r B' 10' 17 8' 10' 1r 4000 -- 8' 10' 17 8' 10' 17 TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing !does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 16" X 16" X 4" CONCRETE FOOTINGS L H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Fmg. a Main Beam Size Main Beam Size Main Beam Size h —87T-10--712- 8' 1 10" 12• 8' 10' 12' 100o 5' S' 5' 8' 10' 10' 8' 10' 17 1500 r-6" r-6" r-6" 8' 10' 17 8' 10' 1r 2000 8' 10' 10' 8' 10' 17 8' 10' 17 3000 6' 10' 17 8' 10' 1r 8' 10' 1r 4000 -- -- -- 8' 10' 17 8' 10' 17 TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing !does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 2 X 12 X 24" WOOD FOOTINGS z MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) u Diagonal Strap Angle I II 'll Min. Max. 8" to 18" Pad Footing Dbl. Pad Footing Triple Pad Footing vSgl. a Main Beam Size Maln Beam Size Main Beam Size r°n 8" 1 10" 12- 8' 1 10' 1 r 8" 1 10' 12- r1000 1000 5' 5' 5' 8' 10' 10'-6' 8' 10' 17 1500 r-6" r -s" r.6" 8' 10' tr 8' 10' 1r 2000 8' 10' 10'-0• 8' 10' 17 8' 10' 17 3000 B' ' 10' 17 6' 10' 1r 8' 10' 1r 4000 B' 10' 17 8' 10' 17 TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing !does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Leight from ground to bottom of main beam (Inches) WIND ZONE Diagonal Strap Angle I II 'll Min. Max. 8" to 18" 13'-0" 6'-0" 5'-0" 400 420 19" to 36" 10'-6" 6'-0" 5'-0" 420 470 37" to 48" 9'-6" 6'-0" 5'-0" 470 50- 49" to 80" T-0" 5'-9" 4'-9" 50° t 590 28 WILLIAM C. FARISH Et�EEII ��' _ pO.012916R MAIN'BEAM FOOTING CONFIGURATIONS AND SPACING 18 WIDE -SINGLE SECTION SPACING VARIES SEE TAKE ■ MAIN BEAM FOOTINGS These tables determine the footing pad configuration and footing spacing along the main beams of the section. Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS ? MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) y Roof Live Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing v a — Load (pso Main'Beam Size Main Beam Size Main Beam Size 8" 10' 12" 8" 1 10-1 12" 8" 10' 12" Its 12" 20 20 2-6" 2'-6 2'-6" 5 5 5 8 8 8 1000 30 2' .2' 2' 4'-6" 4'-6" 4'-6" 7' 7' 7' 40 2' 2' 2' 4' 4' 4' 6' 6' 6' 20 20 4' 4' 4' 8' 8' 8' 8' 10' 12' 1500 30 3'-6" 3'-6" 3'-6" r r r r 10' 10'-6' 40 40 31 3' 3' V-15" 6.-,' 6.-6„ 8' 9'.6" W.6" 20 20 5 5 5' 8' 10' 10'-6" 8' 10' 12' 2000 30 4'-6" 4'-6" 4'-6" 8' 9'-6" 9'-6" 8' 10' 12' 40 40 4' 4' 4' 8' 8'-6" 8'-6" 8' 10' 12' 20 20 8' 8' 8' 8' 10' 12' 8' 10' 12' 3000 30 r r r 8' 10' 12' 8' 10' 12' 40 40 6' 6' 6' 8' 10' 12' 8' 10' 12' 20 20 — — -- 8 10' 12' 8' 10' 12' 4000 30 — - -- 8'11 10' 12' 8' 10' 1 12' 40 40 _ _ _ 8' 10' 12' 8' 10' 12' 8" X 16" X 4" CONCRETE FOOTINGS ? MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) n y Roof Live Dbl. Pad Footing Triple. Pad Footing Two Dbl Pad Ftng. a — Load (psf) Main Beam Size Main Beam Size Main Beam Size tR tR 8" 10" 12" 8" 10" 1 12" . 8" 10", 12" 12" 20 2'-6" 2'-6" 2'-6" 3'-6" 3'-6" V-6" F 5' 5- 1000 300 2' 2' 2' 3' 3' 3' 4'-6" 4'-6" 4'-6" 9' 2' 2' 2' 3' 3' 3' 4' 4' 4' 8' 20 3'-6" 3'-6" 3'-6" 5'-6" 5'-6" 5'-6" r-6" T-6" r,6" 1500 30 T 3' 3' 5' 5' 5' 6'-6" 6'4" 6'-6" 12' 40 3' 3' 3' 4'-6" 4'-V" 4'-6" 6' 6' 6' 1 12' 20 5' 5' 5' T-6" T-6" 7'-6" 8' 10' 10' 2000 30 4'-6" 4'-6" 4'-6" 6'-6' 6-6" 6'-6" 8' 9' 9' 12' 40 4' 4' 4' 6' 6' 6' 8' 8' 8' 12' 20 T-6" T-6" r -s" r 10' 1 1'-6" 8' 10' 12' 3000 30 6'-6" 6'-6" 6'-6" 8' 10' 10' 8' 10' 12' 12' 40 6' 6' 1 6' 8' 9' 9' . 8' 10" 12- 12' 20 — — — 8' 10' 12' 8' 10' 12' 400030 4000 — — — 8' 10' 12' 8' 10' 12' 12' 40 40 _ _ 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS ? MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) 0 ;Live Roof Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. rJ g — Load (psf) Main Beam Size Main Beam Size Main Beam Size tR 9'-6" 8" 10" 12' 8" 10" 12" 8" 10" 12" 520 20 2-6* 2'-6* 2'-6" S 5 5' 8' 10' 10' 1000 30 2' 2' 2' 4'-6" 4'-6" 4'-6" 8' 9' 9' 40 2' 2' 2' 1 4' 4' 4' 8' 8' 8' 20 3'-6" 3,,6" 3'-6" r -s" r -s" r-6" 8' 10' 12' 1500 30 3' 3' 3' 6'-6" 6'-6" 6'-6" 8' 10' 12' 40 3' T 3' 6' 6' 1 6' 8' 1 10' 1 12' 20 5' 5' 5' 8' 10' 10' 8' 10' 12' 2000 30 4'-6" 4'-6" 4'-6" 8' 9' 9' 8' 10' 12' 40 4' 4' 4' 8' 8' 8' 8' 10' 12' 20 r-6" r-6" r-6".� 8' 10' 12' 8' 10' 12' 3000 30 6'.6" 6'.6" 6'4 8' 10' 12' 8' 10' 12' 40 6' 6' 6' 8' 10' 12' 8' 10' 12' 20 _ — 8' 10' 12' 8' 10' 12' 4000 30 _ _ _ 8' 10' 12' 8' 10' 12' 40 _ _ -- 8' 10' 12' 8' 1 10' 1 12' TIEDOWN STRAP SPACING PROCEDURE: FOR ALL WIND ZONES 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any Individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (inches) WIND ZONE Diagonal Strap An le Min. Max. I " �II 8" to 18" 13'-0" 6'-0" 5'-0" 390 460 19" to 36" 9'-6" 6'-0" 5'-0" 410 500 37" to 48" 8' 6" 6'-0" 5'-0" 46° 520 49" to 80" 6'-6" 1 5'-3" 4'-3" 46° 580 29 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 18 WIDE - SINGLE SECTION. These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the 3 i 0 0 i ❑ 01 ❑ 0 01 section. --t--t--t--�--r--f--�: Refer to page 15 for footing ad configuration details. �. P 9 9 P 9 SPACING VARIES ;.-' Review the tables that indicate the footing type you are going SEETABLE �- --+-- t--+-- --r--i -- {; to use for main beams and perimeter piers. ■ MAIN BEAM FOOTINGS ❑ PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. PERIMETER FOOTING CONFIGURATION AND SPACING N MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Fling. Main Beam Size Main Beam Size Main Beam Size FOOTING CONFIGURATIONS 8' 10" 12• mn me �" c 6'-6. 6'-6" 6'-6" 8' 9' 9' 1500 6'-6' 6'-6" W-6" J n U` 16" x 16" Concrete 8" x 16" Concrete 2 z 12 z 24" 8,5 °o 4000 Pad Pad wood Pad y 2 i T T 8' 10' 17 8' 10' 17 2000 8' 9'-6" 9'-6" 20 1000 SINGLE DOUBLE SINGLE 6'-0• 4000 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0" 2000 to 4000 SINGLEDOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8'-0" 200010 4000 SINGLE DOUBLE SINGLE PROCEDURE: Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 30 MAXIMUM TIEDOWN STRAP SPACING 8" X 16" X 4" CONCRETE FOOTINGS z a W U a MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Fling. Main Beam Size Main Beam Size Main Beam Size 0.5 8' 10" 12• 8" 10• 12• 8' 10• 12- 1000 4'-6" 4'-6• 4'-6' 6'-6. 6'-6" 6'-6" 8' 9' 9' 1500 6'-6' 6'-6" W-6" 8' 10' 10' 8' 10' 17 2000 8' 9' 9' 8' 10' 12' 8' 10' 17 3000 8' 10' 17 8' 10' 17 8' 10' 17 4000 8' 10' 17 8' 10' 17 8' 10' 17 TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 30 MAXIMUM TIEDOWN STRAP SPACING 16" X 16" X 4" CONCRETE FOOTINGS ? a H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. 0.5 Main Beam Size Main Beam Size Main Beam Size I II I" Min. Max. 8• 10" 1 12• 8" 10" 12• 8• 10" 112- 1000 4'-6" 4'-6" 4'-6' 8' 9' 9 8' 10' 12' 1500 6'-6' 6'-6" 6'.6" 8' 10' 17 8' 10' 17 2000 8' 9' 9' 8' 10' 12' 8' 10' 17 3000 8' 10' 17 8' 10' 17 8' 10' 17 4000 - -- -- 8' 10' 17 8' 10' 17 TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 30 MAXIMUM TIEDOWN STRAP SPACING 2 X 12 X 24" WOOD FOOTINGS ? MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) U DlagnglStrap Angle A I II I" Min. Max. y Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing U n Main Beam Size Main Beam Size Main Beam Size ) 8• 1 10" 12• 8• 10• 12" 8" 10" 12- 1000 4'-6. 4'-6" 4'-6' 8' 9'-6" 9'-6• 8' 10' 12' 1500 i T T 8' 10' 17 8' 10' 17 2000 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 17 3000 8' 10' 17 8' 10' 17 8' 10 17 4000 -- -- -- 8' 10' 17 8' 10' 17 TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 30 MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (Inches) WIND ZONE DlagnglStrap Angle A I II I" Min. Max. 8" to 18" 13'-0" 6'-0" 5'-0" 390 460 19" to 36" 9'-6" 6'-0" 5'-0" 410 500 37" to 48" 8'-6" 6'-0" 5'-0" 460 520 49" to 80" 6'-6" 1 5'-3" 1 4'-3" 1 460 580 MAIN BEAM FOOTING SPACING USING PRE -POURED (UNREINFORCED) CONCRETE FOOTINGS SINGLE, DOUBLE, OR TRIPLE ISECTIONS - 20 PSF ROOF These tables determine the footing spacing along the main beams of the section(s). 12/13 WIDE 14 WIDE 16/18 WIDE PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM — u c FOOTING SPACING (In Feet) Ma O N w a Main Beam Size Main Beam Size U 8" 10• 12" 1000 4'-0" 4'-6" 1500 7-0" 7-0" T-0" 2000 8'-0" 9'-6" 3000 8'-0" 10'-0" 4000 JL -9 - -PRE-POURED PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING y MAXIMUM MAIN BEAM p c FOOTING SPACING (In Feet) a Main Beam Size U Main Beam Size U 8" 10" 12" 1000 T-0" 7-0• T-01 2000 8'-0' 10'-0• 10'-6" 3000 8'-0" 10'-0" 12'-0" A 8'-0" 10'-0"17-0• PRE -POURED UNREINFORCED w -n" 10'-0• 17-0" PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING b MAXIMUM MAIN BEAM a FOOTING SPACING (In Feet) nMain h a ., Beam Size 8'-0" 9'-0" 9'-0• 8" 10" 12" 1000 8'-0" 9-6" 9'-6" 1500 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-01 4000 8'-0" 10'-0' I 17-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING 41 MAXIMUM MAIN BEAM _c FOOTING SPACING (In Feet) 09 ?La 8" 10" 17 U v Main Beam Size 1500 8• 10- 12" 1000 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 17-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 1 17-0• PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING b MAXIMUM MAIN BEAM _'a c FOOTING SPACING (In Feet) a 8'-0" 10'-0" 12'-0" 1500 Main Beam Size 2000 8" 10" . 12" 1000 8'-0" 10'-0• 12'-0" 1500 8'-0" 10'-0" 12'-0" 2000 8'-0 10'-0" 12'-0" 3000 8'-0" 10'-0" 17-0" 4000 8'-0" 10'-0" 17-0" PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM MAXIMUM MAIN BEAM _ c FOOTING SPACING (In Feet) O N w a Main Beam Size Main Beam Size 8• 10" 12" 1000 4'-6" 4'-6" 4'-6" 1500 6'-6" 6'-6" 6'-6" 2000 8'-0" 7-0' 7-0' 3000 8'-0" 10'-0" 17-0" 4000 8'-0" 1 10'-0" 17-0' PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM — c FOOTING SPACING (In Feet) ti 8 Main Beam Size U 8" 10" 12' 1000 6'-6" 6'-6" 6'-6" 1500 8'-0• 10'-0" 10'-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0• 4000 8'-0" 10'-0" 12'-0' PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING PRE -POURED UNREINFORCED MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) (nn a v Main Beam Size h a 8" 10" 12" 1000 8'-0" 9'-0" 9'-0• 1500 8'-0" 10'-0" 17-0• 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 17-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING 4000 MAXIMUM MAIN BEAM _ c FOOTING SPACING (In Feet) 41 MAXIMUM MAIN BEAM ya Main Beam Size N 8" 10" 17 1000 8'-0" 10'-0" 10'-6" 1500 8'-0" 10'-0" 17-0" 2000 8'-0" 10'-0" 17-0" 3000 1 8'-0" 10'-0" 17-0" 4000 8'-0" 1 10'-0• 17-0" PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING 4000 MAXIMUM MAIN BEAM c FOOTING SPACING (In Feet) °,.r... Main Beam Size t3 8" 10" 12" 1000 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 17-01 2000 8'-0• 10'-0" 17-0- 3000 8'-0• 10'-0" 12'-0" 4000 8'-0" 10'-0" 17-0" 31 PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM y FOOTING SPACING (in Feet) a Main Beam Size 8• 10" 12". 1000 4'-0" 4'-0" 4'-0" 1500 6-6" 5'-6" 5'-6" 2000 T-6" 7-6" T-0• 3000 8'-0• 10'-0" 11.-0;-- -0"4000 40 0 8'-0" 1 10'-0" 11'-0• PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) CL Main Beam Size U 8" 10" 12" 1000 5'-6• 5'-6' 5'-6" 1500 8'-0" 8'-0" 8'-0" 2000 8'-0• 10'-0" 11'-0" 3000 8'-0" 10'-0" 17-0" 4000 8'-0" 10'-0" 17-0" PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) h a Main Beam Size 8• 10" 12" 1000 7-6" T-6" T-6" 1500 8'-0" 10'-0" 11'-0" 2000 8'-0" 10'-0" 17-0" 3000 8'-0- 10'-0" 17-0" 4000 B'-0• 1 10'-0" 17-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING 41 MAXIMUM MAIN BEAM =13':_ 'c FOOTING SPACING (In Feet) N g Main Beam Size U 8" 10• 12" 1000 8'-0" 9'-6" 9'-6• 1500 8'-0" 10'-0" 17-0" 2000 1 8'-0" 10'-0" 17-0" 3000 8'-0" 10'-0" 17-0" 4000 8'-0• 10'-0" 17-0' PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM .a c FOOTING SPACING (In Feet) n Main Beam Size U0. 8• 10" 12" 1000 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 17-0• 2000 8'-0" 10'-0• 17-0" 3000 8'-0" 10'-0- 17-0" 4000 8'-0" 10'-0" 17-0" WILLIAM C. FARISH U90KER MAINBEAM FOOTING SPACING USING PRE -POURED . (UNREINFORCED) CONCRETE FOOTINGS SINGLE, DOUBLE, OR TRIPLE SECTIONS - 30 PSF ROOF These tables determine the footing spacing along the main beams of the sectlon(s). 12/13 WIDE 14 WIDE PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM Z FOOTING SPACING (In Feet) co a Main Beam Size 8'1 10- 12• 1000 4'-0' 1 4'-0' 4'-0" 1500 6'-0' 6'-0' 6'-0' 2000 8'-0" 8'-6' 8'-6" 3000 e'-0' 10'-0' 17-0' 4000 8'-0" 10'-0' 17-0' PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING 2!, MAXIMUM MAIN BEAM L FOOTING SPACING (In Feet) c H a Main Beam Size 8" 10- 12- 1000 6'-0' 6'-0" 6'-0" 1500 8'-0" 9'-0" 9'-0" 2000 8'-0" 10'-0• 12'-0' 3000 1 8'-0" 10'-0' 17-0' 4001 8•-0' 10'-0" 17-0' PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM =13 3 FOOTING SPACING (In Feet) y n Main Beam Size 8' 10- 12" 1000 8'-0" 8'-0" 8'-0" 1500 8'-0• 10'-0• 17-0" 2000 8'-0" 101-0' 1Z-0- 3000 8'-0' 10'-0• 17-0" a000 1 8'-0- 10'-0- 1 17 -0 - PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM =13 FOOTING SPACING (In Feet) N a Main Beam Size 8- Main Beam Size 1000 8• 10" 12' 1000 8'-0' 10'-0' 10'-6" 1500 8'-0" 10'-0' 17-0" 2000 8'-0" 10'-0• 12'-0" 3000 8'-0- 10'-0" 17-0" 4000 8'-0' 10'-0' 17-0• PRE -POURED UNREINFORCED 36'.'X 36" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM N FOOTING SPACING (In Feet) o w as Main Beam Size U 8" 10" 12" 1000 81-0' 10'-0" 17-0• 1500 8'-0- 10'-0" 17-0" 2000 8'-0' 10'-0" 12'-0' 3000 8'-0" 10'-0" 12'-0' 4000 8'-0" 10'-0' 1 17 -0 - PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM _ a FOOTING SPACING (In Feet) CL Maln Beam Size S. 10" 12' 1000 4'-0" 4'-0' 4'-0' 1500 6'-0' 6'-0" 6'-0- 2000 6'-0- 6'-6" 6'-0" 3000 8'-0' 10'-0" 17-0" 4000 8'-0" 10'-0' 17-0' PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING 2!, MAXIMUM MAIN BEAM L FOOTING SPACING (In Feet) CL v Main Beam Size 8' 10" 12' 1000 5'-6" 5'-6" 5'-6" 1500 8'-0" 8'-6" 8'-6" 2000 8'-0" 10'-0" 11'-6" 3000 8'-0" 101-0' 17-0• 4000 8'-0' 1 10'-0" 1 17-0" PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM =13 3 FOOTING SPACING (in Feet) 8 9A 8- Main Beam Size 8' 10" 12" 1000 T-6" T-6" T-6" 1500 8'-0" 10'-0" 11%6" 2000 8'-0" 10'-0" 17-0' 3000 8'-0" 10'-0' 17-0' 4000 8'-0' 1 10'-0' 1 17 -0 - PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM =13 FOOTING SPACING (In Feet) 69 1 n Main Beam Size 8- 8• 1 Or 12• 1000 8• 10" 12" 1000 8'-0' 10'-0" 10'-0" 1500 8'-0" 10'-0" 17-0" 3000 8'-0" 10'-0' 17-0' L012000 0 8'-0- 10'-0" 17-0• 000 8'-0" I 10'-0• PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM LO a FOOTING SPACING (In Feet) CL Main Beam Size U 8" 10" 12" 1000 8'-0" 10'-0" 17-0' 1500 8'-0" 10'-0• 17-0' 2000 8'-0• 10'-0" 17-0' 3000 8'-0" 10'-0' 17-0" 4000 B'-0' 1 10'-0' 1 17-0' 32 16/18 WIDE PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM _ FOOTING SPACING (In Feet) N� Main Beam Size 8' 10" 12' 1000 3'-0" T-0" T -O" 1500 5'-0• 5'-0" 5'-0" 2000 6'-0- 6'-6" 6'-0" 3000 8'-0- 10'-0' 10'-0" 4000 8'-0' 10'-0" 10'-0' PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM L FOOTING SPACING (In Feet) o y (n a Main Beam Size 8• 10' 12" 1000 4'-6' 4'-6" 4'-0• 1500 T-0' T-0' T-0" 2000 8'-0" 9'-0" 3000 8'-0" 10'-0• 4000 8'-0' 1 10'-0' PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM B FOOTING SPACING (In Feet) b H 8 Main Beam Size 8" 10" 12' 1000 6'-6" 614' 6'-6" 1500 8'-0' 101-0' 10'-0• 2000 8'-0" 101-0" 17-0" 3000 8'-0" 10'-0' 17-0" 4000 8'-0' 1 10'-0' 17-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM _ u FOOTING SPACING (In Feet) 0)n Main Beam Size 8• 1 Or 12• 1000 8'-0• 8'4' 8'-0" 10'-0" 2000 A8'-6"1500 8'-0" 10'-0" 3000 8'-0" 10'-0" 4000 8'-0• 10'-0' PRE -POURED UNREINFORCED 36" X 36" X 8".CONCRETE FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) LO a Main Beam Size 8' 1o" 12• 1000 8'-0" 10'-0" 11'-0" 1500 8'-0" 10'-0' 17-0• 2000 8'-0" 10'-0' 17-0' 3000 8'-0• 10'-0" 17-0"' 4000 8'-0" 10'-0" 17-0" FW19a�u WILLIAM C. FARISH IV UJONtEA 110442946R MAIN BEAM FOOTING SPACING USING PRE -POURED (UNREINFORCED) CONCRETE FOOTINGS SINGLE, DOUBLE, OR TRIPLE SECTIONS - 40 PSF ROOF These tables determine the footing spacing along the main beams of the section(s). 12/13 WIDE 14 WIDE 1W18 WIDE PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING Z MAXIMUM MAIN BEAM H FOOTING SPACING (in Feet) n Main Beam Size 18 Main Beam Size U 8" 10- 12" 1000 T-6' T.6' T-6" 1500 5'-6" 5'-6" 5'-6" 2000 7-6" 7-6'T-6" 30003 8'-0" 10%0" 11'-0" 4000 8'-0 10'-0' 11' 6" PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING Z, MAXIMUM MAIN BEAM _ a c FOOTING SPACING (In Feet) (n U Va Main Beam Size U 8' 10" 12" 1000 5'-6" 5'-6" 1500 8'-0' 8'-0"8'-0' 2000 8'-0' 10'-0' 11'-0" 3000 8'-0• 10'-0• 17-0" 4000 8'-0• 10'-0• 17-0" PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING L MAXIMUM MAIN BEAM —_� FOOTING SPACING (In Feet) a Cnn a V Main Beam Size 8" 10' IT 8" 10" 12" 1000 T-6" 7-6" T-6" 1500 8'-0" 10'-0" 11'-0" 2000 8'-0- 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-01 12 o- PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING L MAXIMUM MAIN BEAM o CL FOOTING SPACING (In Feet) (2 CLS 3 Main Beam Size 1000 8'1 10- 12" 1000 8'-0' 1 9'-6' 9'-6" 1500 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 1 8'-0• 10'-0" 17-0" PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING c MAXIMUM MAIN BEAM —'o c FOOTING SPACING (In Feet) CL.S Main Beam Size Ua Main Beam Size 1000 8" 10" 12" 1000 8'-0" 10'-0" 12'-0" 1500 8'-0• 10'-0" 12'-0" 2000 8'-0" 10'-0" 17-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10%0" 12'-0" PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM —'v c FOOTING SPACING (In Feet) y Main Beam Size 18 Main Beam Size U 8" 10" IT 1000 3'-0" T-0' T-0- 1500 5'-0" 5'-0" 5'-0" 2000 6'-6" 6'-6" 6-6" 3000 8'-0• 10'-0" 10'-6" 4000 8'-0" 10'-0" 11. -0 - PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING Z MAXIMUM MAIN BEAM — FOOTING SPACING (In Feet) (n U a Main Beam Size U 8" 10" 12" 1000 5'-0" 5'-0" 5'-0" 1500 7-6" T-6" T-6" 2000 8'-0" 10'-0" 10'-0" 3000 8'-0- 1"0'-0" 12'-0' 4000 8'-0" 10'-0" 12'-0" PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING Z MAXIMUM MAIN BEAM — FOOTING SPACING (In Feet) Cnn a Main Beam Size U 8" 10' IT 1000 7-0" 7-0" T-0" 1500 8'-0" 10'-0" 107-6" 2000 8'-0" 10'-0" 17-0- 30 00 8'-0" 10'-0' 17-0" 4000 8'-0" 10'-0" 17-0' PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING L, MAXIMUM MAIN BEAM u H FOOTING SPACING (In Feet) o CL Main Beam Size U 8" 10" 12" 1000 87" 9'-0" 9'-0" 1500 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 17-0' 3000 8'-0" 10'-0" 12'-0' 4000 8'-0' 1 10'-0" 17-0' PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING L, MAXIMUM MAIN BEAM c FOOTING SPACING (In Feet) FOOTING SPACING (In Feet) a a CL.S Main Beam Size U 8" 101 12" 1000 8'-0" 10'-0" 11'-6" 1500 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 17-0" 4000 8'-0" j 10'-0" 17-0" 33 PRE -POURED UNREINFORCED 20" X 20" X.6" CONCRETE FOOTING MAXIMUM MAIN BEAM _— FOOTING SPACING (In Feet) CL a v Main Beam Size 8" 10" 12" 1000 3'-0" 3'-0' 3'-0' 1500 4'-6" 4'-6' 4'-6- 2000 6'-0" 6'-0' 6'-0• 3000 8'-0' 940" 9-0" 9-0- PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING Z. MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) CL's U Main Beam Size 8• 10" 12" 1000 4'-0" 4'-0" 1500 6'-6' 6'-6" T0 8'-0" 8'-6" 0 8'-0" 10'-0' 4000 e'-0- 10'-0" 1 r -o• PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING Z MAXIMUM MAIN BEAM _ a c FOOTING SPACING (In Feet) Cd a Main Beam Size U 8" 10" 17' 1000 6'-0" 6'-0" 6-0" 1500 8'-0" 9'-0" 9'-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0' 1Z-0- 4000 8'-0• 10'-0• 17 -0 - PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING 2!, MAXIMUM MAIN BEAM _ p FOOTING SPACING (In Feet) Ma Main Beam Size U 8" 10" 12- 1000 7-6" 7-6" 7-6". 1500 8'-0" 10'-0" 111-6• 2000 8'-0" 10'-0" 17-0• 3000 8'-0' 10'-0' 12'-0" 4000 8'-0• 10'-0• 17-01 PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING L, MAXIMUM MAIN BEAM — y FOOTING SPACING (In Feet) a a 09 Uv Main Beam Size 8" 10" 12" 1000 8'-01 10'-0" 9'-0" 1500 8'-0" 10'-0" 11'-0' - 2000 8'-0" 10'-0" 11'-0" 3000 8'-0" 10'-0" 11'-6" 4000 8'-0" 1 10'-0" 11'-6" TRIPLE SECTION WITH TRANSVERSE ROOF FOOTING CONFIGURATIONS AT MAIN BEAM AND SUPPORT POSTS ---r------r-----1------r------r-----1------T:�� SECilON "A" ------i------i------+------I-----------T. SECTION "B'; ---}-----------a------------- -------------y'-i :0-4----0---- - i i ice' -1 SEE FLOOR PLAN FOR MIN. PIER SECTION "C" iLOAD CAPACITY UNDER SUPPORT POSTS. PROCEDURE ■ Main beam footing configurations and piers can be the same type, configuration and spacing as determined for the main beams for the main sections of the home. • For footing configurations under the piers at each end of the main beams see the tables below. Use the same soil capacity column as used for the main unit beam footings. ® SUPPORT POST LOCATIONS ■ MAIN BEAM FOOTINGS • FOOTING AT EACH END OF MAIN BEAMS ® Review the first column in the table on the floor plan entitled 'Minimum Pier Loads (lbs.)', for the minimum loads for the support posts. Using the same soil capacity column chosen for the main unit beam footings, select a footing and footing configuration that meets or exceeds the minimum loads from the table on the floor plan for each support post. See page 15 for footing configuration selection. MINIMUM FOOTING CONFIGURATIONS UNDER PIERS AT EACH END OF MAIN BEAMS 12 WIDE TRIPLE SECTION 16" x 16" x 4" Concrete Footings 8" x 16" x 4" Concrete Footings 2 x 12 x 24" Wood Footings Soil Section Roof Live Load .Soil Section Length Roof Live Load Soil Section Length Roof Live Load Capacity Length Max. (psf) Capacity MaxMax. (psf) Capacity Max Max. (psf) (psf) n) (psf) ft) (psf) ft 1 20 30 40 20 30 40 20-F 30 40 1000 36 Quad Quad Quad 1000 30 2 Triple 2 Trlple 2 Triple 1000 22 Double Triple Triple 30 Double Double Double 36 2 Trlple 2 Trlple WA 36 Triple Triple Triple 1500 36 Double Double Quad 22 Triple 2 Double 2 Double 1500 36 Double Double Double 2000 36 Double Double Double 1500 30 2 Double 2 Double 2 Double 2000 22 Single Double Double 30 Single Single Single 36 2 Double 2 Double 2 Triple 36 Double Double Double 3000 Triple Trlple Triple 36 Single Single Double 2000 30 3000 36 Single Single Single 4000 36 Double Double Double 36 Triple Trlple 2 Double 4000 36 Double Double Double 3000 30 Double Double Double 36 Double Double Triple 4000 36 Double Double Double 13 OR 14 WIDE TRIPLE SECTION 16" x 16" x 4" Concrete Footings 8" x 16" x 4" Concrete Footings 2 x 12 x 24" Wood Footings Soil Section Length Roof Live Load Soil Section Length Roof Live Load Soil Section Length Roof Live Load Capacity Max Max. (psf) (P ) Capacity Max Max. (psf) Capacity Max. Max. sf (psf) (psf) (ft.) (psf) (ft) (psf) (ft.) 20 30 40 20 30 40 20 1 30 40 1000 36 Quad Quad Quad 1000 26 36 2 Triple 2 Triple 2 Triple N/A N/A N/A 1000 26 36 Triple Triple Triple Triple Triple N/A 26 Double Double Quad 1500 36 Double Quad Quad 1500 26 36 2 Double 2 Double 2 Double 2 Triple 2 Triple 2 Triple 1500 26 36 Double Double Double Double Double Triple 2000 36 Double Double Double 26 Single Single Double 2000 26 Triple Triple 2 Double 2000 36 Double Double Double 3000 26 36 Single Single Single Single Single Double 3000Triple 36 Single Double Double 36 Double 2 Double 4000 36 Double Double Double 3000 26 36 Double Double Double Triple Triple Triple 4000 36 Double Double Double 4000 36 Double ir Double I Double 34 MULTI WIDE SECTIONS RIDGE BEAM SUPPORT POST MATING LINE FOOTING 1 I I I , I -------------------------------------- 1- Z7� SECTION "A" ; - I.r SECTION "B" -----, --J' - I CONFIGURATIONS NOTE The footing capacity table on this page Indicate the maximum load that can be placed on the various footing configurations. The minimum loads for the ridge beam support posts have been established for each post on the model floor plan attached to the flap In the back of this manual. _____ _ SEE FLOOR PLAN FOR MIN. , --L PIER LOAD CAPACITY SECTION "C" 1UNDER RIDGE BEAM SUPPORT POSTS SEE FLOOR PLAN FOR MIN. PIER LOAD CAPACITY UNDER ® SUPPORT POST SIDEWALLS FOR TRIPLE LOCATIONS SECTION UNITS IF REQUIRED PROCEDURE 1. The location of the ridge beam support posts are designated by yellow labels along the mating line of the floor, and on the floor plan bsquare symbol containing a number, for example 01 a Post �]0 or 01 is always the first support post at the front or tow bar end of the section. 2. Review the first column in the table on the floor plan entitled 'Minimum Pier Loads (lbs.)', for the minimum loads for each pair of support posts. 3. Using the same soil capacity column chosen for the main beam piers, select a footing and footing configuration that meets or exceeds the minimum loads from the table on the floor plan for each mating line pier. 4. The type of pier and footing selected under the support posts, are to meet or exceed the minimum loads established for each mating line pier. NOTE S. For third section with transverse roof design see Page 34 for main beam and support post peering requirements. NOTE Due to the various'loads required by each pair of support posts, footing configurations will most likely be different from post to post. See Example 1 and Example 2 below. EXAMPLE 1 Post 2❑ has a minimum pier load of 3,200 lbs. Using 1000 lbs. soil capacity and 16" x 16" x 4" concrete pads, a double 16" x 16" x 4" footing is required under a single block pier at post location 0 . SUPPORT POST DESIGNATED 17 SINGLE BLOCK PIER ONLY ONE HOME SECTION SHOWN FOR CLARITY MIN. PIER LOADS (LBS) A F5500 1 B 2 B 6100 3 B 7300 4 B 4300 5 B EXAMPLE OF MINIMUM SUPPORT POST LOADS FOUND ON FLOOR PLAN EXAMPLE 2 Post 02 has a minimum pier load of 6,100 lbs. Using 1500 lbs. soil capacity and 8" x 16" x 4" concrete pads, two(2) triple pad footings are required with double block pier at post location 0 . SUPPORT POST'Z'`� i ^l DESIGNATED 0�,� r� ' �„ I� ONLY ONE HOME SECTION SHOWN FOR CLARITY 2 TRIPLE 8" X 16" X 4" PAD FOOTINGS DOUBLE 16" X 16" X 4" PAD FOOTING CONCLUSION: W This footing configuration can carry a maximum of 3500 lbs. 35 COP This max MATING LINE SUPPORT POST PIERS USING CONCRETE BLOCK WOOD �, WEDGE.,,, 'MATING LINE CAP BLOCK DOUBLE BLOCK PIER IF REQUIRED �l f� Pier may be set back a maximum of 12" from end of home. PIER AT END WALL CAP BLOCK zzzz fz �� SINGLE BLOCK WOOD WEDGES DOUBLE BLOCK PIER(S) AT SUPPORT POSTS (WITHOUT LABELED G -STRAP) CAP BLOCK ONLY ONE HOME SECTION SHOWN SUPPORT SUPPORT FOR CLARITY POST p, POST GLI WEDGES LABELED CAP BLOCK zzzz fz �� SINGLE BLOCK WOOD WEDGES DOUBLE BLOCK PIER(S) AT SUPPORT POSTS (WITHOUT LABELED G -STRAP) CAP BLOCK PIER(S) AT SUPPORT POSTS (WITH LABELED G -STRAP) MATING LINE SUPPORT POST PIERS USING COMMERCIAL METAL PIERS ONLY ONE HOME SUPPORT SECTION SHOWN POST a�j ONLY ONE HOME POST RT FOR CLARITY SECTION SHOWN i S� G i . .;( LINE NG i 1 i �'� i- FOR FOR CLARITY 1 ' ; ' ' LABELED 9" lyi;%' 9" I' ;� G -STRAP MAX SECOND PIER MAX IF REQUIRED 6 �, SECOND PIER :y's% �' IF REQUIRED ;SIII , ,1 /;iii Pier may be setback a maximum of 12" from end of home. PIER AT END WALL SINGLE ANCHOR NEED ONLY DEVELOP 3150 LBS ALLOWABLE LOAD. PIER(S) AT SUPPORT POSTS (WITHOUT LABELED G -STRAP) TIEDOWN OF LABELED G—STRAPS AT SUPPORT POST LOCATIONS LABELED G-1 STRAPS BOTH STRAPS MAY BE FASTENED TO A SINGLE ANCHOR HEAD. LABELED G-1 STRAPS 36 ` 18" .Jl AMAX 'Z, Z PIER(S) AT SUPPORT POSTS (WITH LABELED G -STRAP) tAwr��> aKUTE190 �+ vwcstY WILLIAM C. FARISH (�042946R —LABELED G-2 STRAPS r LV STRAPS MUST BE FASTENED TO INDIVIDUAL ANCHORS LABELED G-2 STRAPS ONLY ONE HOME SECTION SHOWN SUPPORT FOR CLARITY 1 POST y LABELED , E-' G- STRAP(S) WOOD WEDGES CAP BLOCK Y , 1 NIS ``zz��� SECOND PIER IF REQUIRED PIER(S) AT SUPPORT POSTS (WITH LABELED G -STRAP) MATING LINE SUPPORT POST PIERS USING COMMERCIAL METAL PIERS ONLY ONE HOME SUPPORT SECTION SHOWN POST a�j ONLY ONE HOME POST RT FOR CLARITY SECTION SHOWN i S� G i . .;( LINE NG i 1 i �'� i- FOR FOR CLARITY 1 ' ; ' ' LABELED 9" lyi;%' 9" I' ;� G -STRAP MAX SECOND PIER MAX IF REQUIRED 6 �, SECOND PIER :y's% �' IF REQUIRED ;SIII , ,1 /;iii Pier may be setback a maximum of 12" from end of home. PIER AT END WALL SINGLE ANCHOR NEED ONLY DEVELOP 3150 LBS ALLOWABLE LOAD. PIER(S) AT SUPPORT POSTS (WITHOUT LABELED G -STRAP) TIEDOWN OF LABELED G—STRAPS AT SUPPORT POST LOCATIONS LABELED G-1 STRAPS BOTH STRAPS MAY BE FASTENED TO A SINGLE ANCHOR HEAD. LABELED G-1 STRAPS 36 ` 18" .Jl AMAX 'Z, Z PIER(S) AT SUPPORT POSTS (WITH LABELED G -STRAP) tAwr��> aKUTE190 �+ vwcstY WILLIAM C. FARISH (�042946R —LABELED G-2 STRAPS r LV STRAPS MUST BE FASTENED TO INDIVIDUAL ANCHORS LABELED G-2 STRAPS pwtumm. WILLIAM C: FARIS PORCH OPENING(S) MAY BE AT VARIOUS LOCATIONS. PORCH LOCATION MAY BE ON ONE OR MORE SECTIONS OF HOME. FOOTINGS AND PIERS UNDER THE MAIN — BEAMS OF THE PORCH SHALL BE THE SAME TYPE, CONFIGURATION AND SPACING AS DETERMINED FOR THE MAIN BEAMS OF THE MAIN SECTION(S) OF THE HOME. PORCHES DAF SEC' PERIMETER FOOTING AND P,", .11- 8E LOCATED AT EACH PORCH POST LOCATION. SEE PROCEDURE TO DETERMINE FOOTING CONFIGURATION. FRONT VIEW SIDE VIEW CAUTION Area under porch should not be graded or enclosed by a foundation or skirting that prevents water from draining away from the home. Foundation or skirting shall follow the exterior wall of the main section(s). NOTE: When a section of a multi section home is only a porch, main beam and perimeter footings and piers are determined as outlined on this page. Porch posts supported by front or rear full width metal frame crossmember do not require piers. 1. Length of porch can be subtracted from length of main section when determining longitudinal tiedown strap requirements. 2. See page 48 to see if longitudinal strap requirements apply. 3. Porch may be part of single section home. PERIMETER FOOTING CONFIGURATION BASED ON PORCH POST SPACING - MAX. 14 WIDE SECTION j c L,FOOTING y ig CONFIGURATIONS _ja m � a° 4M z cv a r c 16" x 16" 6" x 16" Pad, Z c _ o a N Concrete Pad Concrete Pad 212!x oC a Pad Pad wood Pad o: 1000 SINGLE DOUBLE SINGLE 30 UP TO 1500 SINGLE DOUBLE SINGLE & 8 40 SINGLE 2000 to SINGLE DOUBLE SINGLE 2000 to 4,-0- DOUBLE 4000 4000 6V0R 1000 SINGLE DOUBLE SINGLE 1500 SINGLE DOUBLE SINGLE 20 2000 to SINGLE DOUBLE SINGLE SINGLE DOUBLE SINGLE 4000 TO 8'-0. 2000 to SINGLE 1000 OVER DOUBLE TRIPLE SINGLE 4000 4'-0 1500 SINGLE DOUBLE SINGLE 30 TO N/A V-0" MAX 2000 to SINGLE DOUBLE SINGLE TRIPLE 4000 2000 to SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 40 1500 SINGLE ' DOUBLE SINGLE 2000 to SINGLE DOUBLE SINGLE PERIMETER FOOTINGS UNDER PORCH POSTS. PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Determine the spacing of the porch posts. 4. Following that line across the table determines type of footing configuration. PERIMETER FOOTING CONFIGURATION BASED ON PORCH POST SPACING - MAX. 14 WIDE SECTION (cont'd.) j c D t3 y ig FOOTING CONFIGURATIONS m n m � a° 4M J U a o a 16" x 16" 6„ x 16„ 2 x 12 x 24" Concrete Concrete 8 a Pad Pad wood Pad o: 1000 DOUBLE TRIPLE DOUBLE 1500 SINGLE DOUBLE SINGLE 20 2000 to SINGLE DOUBLE SINGLE 4000 6V0R 1000 DOUBLE TRIPLE DOUBLE 1500 SINGLE DOUBLE SINGLE 30 TO 8'-0. 2000 to SINGLE DOUBLE SINGLE MAX 4000 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 2000 to SINGLE DOUBLE SINGLE 4000 37 DECKS DECK OPENING(S) MAY BE AT VARIOUS LOCATIONS. DECK LOCATION MAY BE ON ONE OR MORE SECTIONS OF HOME. FRONT VIEW LAIN BEAMS OF THE DECK SHALL BE THE SAME TYPE, CONFIGURATION AND SPACING AS DETERMINED FOR THE MAIN BEAMS OF THE MAIN SECTION(S) OF THE HOME. NOTE: SIDE VIEW Deck area should not be enclosed by a foundation or skirting that prevents water from draining away from the home. Foundation or skirting shall follow the exterior wall of the main section(s). 1. Length of deck can be subtracted from length of 2. See page 48 to see if longitudinal strap requirements main section when determining longitudinal tiedown I apply. strap requirements. 3. Deck may be part of single section home. 38 SECTION 4. INSTALLATION PROCEDURES PAGE POSITIONING AND LEVELING SINGLE OR FIRST SECTION ......:..................... USINGA WATER LEVEL.................................................................. 42 INTERIOR LEVELING........................................................................ 42 POSITIONING AND LEVELING SECONDSECTION........................................................................... 43 FLOORCONNECTIONS................................................................... 44 INTERIOR SUPPORT POST FASTENING ....................................... 44 SHINGLE ROOF CONNECTION.......................:.........................:..... 45 ENDWALL CONNECTION ..................... :........................................... 45 GROUNDANCHORS................................:....................................... 46 TIEDOWNSTRAPS........................................................................... 47 SUPPLEMENTAL TIEDOWN STRAPS ............................................. 48 LONGITUDINAL TIEDOWN STRAPS ............................................... 48 MAIN BEAM TIEDOWN STRAP INSTALLATION.......................................................... :...................... 49 HOT AND COLD PLUMBING CROSSOVER CONNECTIONS................................................................................. 50 DRAIN PIPE CROSSOVER CONNECTION................................................................................... 50 GAS CROSSOVER CONNECTION ................................................... 50 HEAT DUCT CROSSOVER CONNECTION ....................................... 51 ELECTRICAL CROSSOVER CONNECTION ..................................... 52 CONTINUOUS ELECTRICAL GROUNDCONNECTION.................................................................. 52 INSTALLATION OF SITE INSTALLED DRAINWASTE SYSTEM.................................................................. 53 DRAIN PIPING SUPPORTS.....................:........................................ 54 BOTTOMBOARD REPAIR................................................................ 55 UNFINISHED GYPSUM BOARD ....................................................... 55 MULTI WIDE EXTERIOR CLOSE UP ................................................ 55 MULTI WIDE INTERIOR CLOSE UP ................................................. 55 39 POSITIONING AND LEVELING OF THE SECTION(S) WITH THE SITE PREPARATION COMPLETE, FOOTING AND PIER TYPES SELECTED YOU CAN NOW START THE INITIAL INSTALLATION OF THE HOME. WARNING THE HOME'S STRUCTURE WEIGHS SEVERAL TONS! ADEQUATE SUPPORT BLOCKING MUST BE USED TO SAFEGUARD PERSONNEL AND THE STRUCTURE DURING ALL INSTALLATION PROCEDURES. PERSONNEL SHOULD NOT BE PERMITTED TO WORK UNDER THE HOME WHERE THEY MIGHT BE INJURED IF THE HOME ACCIDENTALLY SLIPS DURING THE INSTALLATION PROCESS. DURING LEVELING CARE MUST BE TAKEN TO AVOID DISTORTING THE HOME. EXCESSIVE AND/OR NONUNIFORM JACKING DURING .THE LEVELING PROCESS WILL CAUSE THE HOME TO BE RACKED AND, TWISTED. THIS MAY RESULT IN DAMAGE TO THE HOME. WARNING USE JACKING PLATES WHEN JACKING THE FRAME MAIN BEAM TO AID IN PREVENTING THE HOME FROM SLIPPING OFF THE JACK. THIS PROCEDURE WILL ALSO AVOID DAMAGE TO THE BEAM AND VOIDING OF THE WARRANTY. OTHER EQUIVALENT MEANS MAY BE USED TO PREVENT THE HOME FROM SLIPPING OFF THE JACK AND TO ADEQUATELY DISTRIBUTE THE CONCENTRATED LOAD OF THE JACK HEAD TO THE FRAME MEMBERS. SEE DETAIL FOR RECOMMENDED JACKING PLATE ASSEMBLY. MAIN BEAM 1/8" JACKING PLATE MADE'FROM 3/16' X 4" X 18' MIN. C -CHANNEL. (SUGGESTED SIZE: C4 X 5.4 LBS/FT) 1/4" X 1 1/2"X 18" MIN. PLATE 1/8" ROUND PIPE (WITH 1/8" MAX. CLEARANCE FOR JACKING HEAD) X 1' APPROXIMATE DEPTH. MAIN BEAM JACKING PLATE ASSEMBLY THIS ASSEMBLY IS NOT PROVIDED BY HOME MANUFACTURER On multi section homes remove all the plastic covering and all shipping braces from the open side of the first section. (You may elect at this time to remove all the plastic covering and braces from the other section or sections.) MOVE THE SINGLE SECTION OR THE FIRST SECTION OF THE HOME INTO ITS DESIRED FINAL POSITION. LEVELING Using the tow bar jack, raise the tow bar to a height slightly higher than the intended height of the footings and piers. Block under the tow bar with 2 x 4's, 2 x 6's or 2 x 12 footings or attach tow bar to truck/tractor to prevent the section from falling if the jack fails. (Raise higher with hydraulic jack if additional height is required.) RAISE TOW BAR WITH JACK TOW BAR ----% SUPPORT WITH 2X4,2X6 - BLOCKS OR 2 X 12 FOOTINGS ACROSS TOW BAR FRAME OR SUPPORT WITH TRUCK/TRACTOR CONNECTED TO TOW BAR MAIN BEAM Place minimum 12 ton rated hydraulic jacks in front of and AXLE ASSEMBLY behind the axle assembly under both main beams. Make sure these jacks have jacking plates under the bottom main beam flanges and have a firm base under the jacks before I raising the remainder of the section slightly higher than the intended height of the footings and piers. Operate all jacks 0 ..... ..... simultaneously to Prevent excessive esslve stress on the main I ' i beams. ?<� NOTE .............. JACK SUPPORT BLOCK JACKING PLATE JACK In order to level the section, it Is recommended that a water level method be used to ensure all pier supports are at the same height before lowering the section to Its final supported position. SEE THE FOLLOWING PAGE FOR THE PROCEDURE ON USING A WATER LEVEL. 41 POSITIONING AND LEVELING OF THE SECTION(S) (cont'd.) PROCEDURE ON USING A WATER LEVEL Position water container adjacent to the section that WIRE OR STRAP TO HOLD Permits length of plastic tubing and valve to reach all pier VALVE ABOVE WATER LINE. ocations. 2. Lay out plastic tubing, away from traffic areas, checking to make sure it is not compressed or kinked. Make sure installation materials are not placed on tubing. 3. Fill container with colored water. 4. Hold the valve below the level of the water container, open the valve to bleed out any air. Close valve. 5. Locate the tubing adjacent to a pier that is set to the desired final height of the home. Position the valve above the pier and open the valve. Move the water container up or down to where the water level in the tubing is at the desired final height of the pier. Maintain the water container at that position. Close valve. 6. Move tubing to the next pier. Locate the valve above the pier and open the valve. Set the pier height to the level of the water In the tubing. Close the valve. Repeat this step until all piers are at the same level. 7. Lower section onto piers. GLE OR MULTI -SECTION INTERIOR LEVELING PROCEDURE: Using a minimum 4 foot long spirit level, check'each' room for level and plumb as shown. OCheck level of floor from front to rear direction. OCheck level of floor across the section width. O Check plumb of sidewall. ORaise section and adjust pier wedges in all areas not level or plumb. OAfter leveling is complete check all windows, interior and exterior doors to make sure they operate freely without binding. 42 WATER LEVEL. VALVE WATER WATER CONTAINER LINE MAIN BEAM PIER. CONCRETE BLOCK SHOWN (TYPICAL) PLASTIC TUBING WATER LEVEL APPLICATION FOLD OVER TO DOUBLE THICKNESS ON ONE SECTION ONLY. FASTEN TO MATING LINE SURFACE WITH NAILS OR STAPLES TO HOLD IN PLACE MATING LINE SURFACE SILL SEALER INSTALLATION OOn mufti -sections install strips of carpet pad or sill sealer (provided) around the ceiling (at the ceiling panel location), endwalls and floor mating line. Fasten pad or sill sealer with staples or nails to hold in place. See detail on Page 45 for alternate methods for end walls. CAUTION SPECIAL CARE MUST BE TAKEN TO ENSURE THAT THIS MATING LINE JOINT IS TIGHT TO RESIST AIR INFILTRATION AND MINIMIZE CONDENSATION POSITIONING AND LEVELING OF THE SECTIONS (cont'd.) CONTINUE AS FOLLOWS FOR POSITIONING AND LEVELING THE NEXT SECTION FOR A MULTI -WIDE HOME NOTE BEFORE MOVING THE SECOND SECTION INTO POSITION, IT MAY BE HELPFUL TO LEVEL THE GROUND WHERE THE INSIDE WHEELS (NEXT TO THE MATING LINE) WILL REST TO HELP IN SLIDING THE SECTIONS TOGETHER. WHEN COMPLETE MOVE THE SECOND SECTION ALONG SIDE THE FIRST SECTION. PROCEDURE 1. Draw the two sections together using winches (come-alongs), rollers or skid boards. 2. With the two sections together, but with no fasteners installed, check the alignment of the end walls, interior walls, ceiling and floor. If splice locations are in the ceiling panels, they are one good indication of roof position. The splices should run straight from one section to the other when the sections are correctly positioned. 3. Position the second section to bring the floor seams flush, keeping the roof slightly apart and the end walls aligned at the floor. At this time, place piers only under the inside main beam. Fasten the floor together with lag screws per the details on page 44. 4. Close the gap in the ceiling by raising the outside main beam using three hydraulic jacks, one placed behind the axles, one in front of the axles and the third approximately half way between the front of the axles and front tow bar. ' Additional jacks may be required along the sidewall to aid in closing up the ceiling gap. 5. Complete the piering under the outside main beam. Fasten the roofs together per the details on page 45. NOTE IT IS IMPORTANT TO HAVE THE CEILING PANELS FROM EACH SECTION FLUSH AT THE MATING LINE BEFORE THE ROOF IS TOTALLY FASTENED. IF THEY ARE NOT FLUSH ONE PERSON SHOULD WORK INSIDE TO RAISE THE LOW SIDE, AS REQUIRED, BY JACKING UNDER A WOOD POST OR SECTION OF STEEL PIPE WITH A WOOD OR METAL PAD AT THE TOP. PLACE THE BASE OF THE JACK ACROSS THE FLOOR MATING LINE TO DISTRIBUTE THE LOADS TO BOTH SECTIONS. JACK AGAINST THE CEILING ONLY IN AREAS TO BE COVERED LATER WITH TRIM MOLDING. SEE DETAIL. NOTE 1_I PAD ON CEILING SECTION TO BE RAISED BASE OVER BOTH FLOORS AT MATING LINE IF ANY END WALLS ARE OUT OF ALIGNMENT DURING THE POSITIONING AND LEVELING, REVIEW THE FOLLOWING PROCEDURES. A. IF THE ROOF MUST BE MOVED FORWARD.... With the main beams evenly supported, carefully raise the outside rear corner and lower the outside front corner. The roof should move forward until the end walls become even at the top. When the walls and ceiling joints are even, raise the outside main beam evenly at the front and rear to close the ceiling gap. Fasten the roofs together. Return section to level position. B. IF THE ROOF MUST BE MOVED BACKWARD.... With the main beams evenly supported, carefully raise the outside front corner and lower the outside rear corner. The roof should move back until the end walls become even at the top. When the walls and ceiling joints are even, raise the outside main beam evenly at the front and rear to close the ceiling gap. Fasten the roofs together. Return section to level position. IF THE HOME IS COMPRISED OF MORE THAN TWO SECTIONS, REPEAT THE PROCEDURE OUTLINED ON THIS PAGE. 43 FLOOR CONNECTIONS. CARPET PAD OR SILL �cFOC� SEALER �GP� P FLOOR DECKING `'�pp� L— 1/2 THE DIS E OF MAXIMUM SPACING IN TABLE DETAIL'A' CARPET PAD OR SILL SEALER FLOOR DECKING 2 X RIM PLATES ALONG MATING LINE METHOD 1 LAG SCREW MAXIMUM SPACING WIND MAXIMUM O.C. ZONE SPACING 1 36" 11 20" 111 16" 3/8" X 6" MIN. LAG SCREWS. 1/2 THE DISTANCE (MAX. SPACING PER TABLE) OF MAXIMUM SPACING IN TABLE DETAIL'B' Note: 1. Bottom board not shown for clarity. 2. Holes in bottom board created by lag screws must be patched with a vinyl tape designed for repairing tears or holes. METHOD 2 WHEN THE TWO SECTIONS ARE IN PLACE, ALIGNED AND LEVELED, GAPS BETWEEN FLOORS,1 1/2' WIDE MAXIMUM, WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME MAY BE CLOSED UP WITH LUMBER OR PLYWOOD SHIMS. THE LAG SCREWS IN THE SHIMMED PORTION MAY NEED TO BE INCREASED IN LENGTH TO ENSURE THAT THEY ENGAGE BOTH THE FLOOR RIM PLATES. MATING LINE GAP FILLER cnnrt i rnu c SEALER FLOOR DECKIN( 3/8" X 6" MIN. LAG SCREWS. HEADS SHALL BE RECESSED INTO FLOOR DECKING. FILL RECESS WITH WOOD PUTTY ` OR WATER BASED PUTTY. . MATING LINE FLOOR DECKING SEE TABLE FOR MAXIMUM SPACING X RIM PLATES ALONG ATING LINE d8' X 3" MIN. LAG SCREWS. (SEE TABLE FOR SPACING) Note: 1. Bottom board not shown for clarity. 2. Holes in bottom board created by lag screws must be patched with a vinyl tape designed for repairing tears or holes. METHOD 3 INTERIOR SUPPORT POST FASTENING If the home requires a tape and texture finish application, the Interior ridge beam support posts are required to be fastened together as Indicated. If the home does not require a tape and texture finish application, the manufacturer still recommends to fasten together the interior ridge beam support posts to assist in closing off gaps between mating line or gaps between support posts. #8 X 4" WOOD SCREWS AT 16' ON CENTER. EITHER FASTENING LOCATION SHOWN IS ACCEPTABLE. IF POST IS CONSTRUCTED FROM 2 X 4'S OR 2 X 6'S USE TOE -SCREW LOCATION. MATING LINE 44 INTERIOR SUPPORT CONFIGURATIONS (f SHINGLE ROOF CONNECTION CAUTION A PROTECTIVE COVERING MATERIAL (PLYWOOD, POLYETHYLENE, OR SIMILAR MATERIAL) MAY. HAVE BEEN INSTALLED ON TOP OF THE SHINGLE ROOF AT THE FRONT OF THE HOME AND ALONG FORWARD FACES OF ANY DORMER. THIS MATERIAL WAS INSTALLED TO PREVENT SHINGLES FROM BLOWING OFF DURING TRANSIT. HOLES RESULTING FROM ANY FASTENERS USED TO SECURE THIS MATERIAL TO THE ROOF SHALL BE SEALED WITH A SILICONE OR ASPHALT BASED SEALANT. IT IS RECOMMENDED THAT THE TOP LAYER OF SHINGLES BE LIFTED AND THE SEALANT APPLIED TO THE HOLES IN THE SECOND LAYER OF SHINGLES ALSO. ?OVER "TRIP OF'PLY-DRY" PAPER SHALL BE INSTALLED 8'X 32 GA. MIN. GALV. OR .019" MIN. LAST COURSE OF SHINGLES ALUMINUM METAL ROLL FLASHING. FASTEN WITH 1' X 1 1/4'X 16 GA. STAPLES OR ROOFING NAILS AT 6' O.C. 3/8' X 6' MIN. LAG SCREWS WITH WASHER THROUGH TOP CHORD OF SHINGLE RIDGE CAP FORMED FROM BOTH RIDGE BEAMS. LAG SCREW MUST SHINGLES OR ROLL ROOFING ENGAGE TOP CHORD OF BOTH RIDGE FASTENED WRH 1'X 1 1/4'X 16 GA. BEAMS AND WEB OF OPPOSITERIDGE pPSTAPLES OR ROOFING NAILS AT BEAM (SEE DETAIL'A). A\,fGFoO PPROXIMATELY 6' O.C. BOTH SIDES. 5j� p�P\� ROOF SHEATHING AND 0 ROOFING PAPER (TYPICAL) pd RIDGE J BEAM WEB 'A' PwIIII oml RIDGE BEAM TOP CHORDS OR FILLER CHORDS WILLIAM C. FARISH.IV � EK�NBEEA , hT SEE TABLE FOR MAX. SPACING AND DETAIL A 1/2 THE DISTANCE OF MAXIMUM SPACING IN TABLE WHEN THE TWO SECTIONS ARE IN PLACE, ALIGNED AND LEVELED, GAPS BETWEEN RIDGE BEAMS.1 1/2' WIDE MAXIMUM, WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME MAY BE CLOSED UP WITH LUMBER OR PLYWOOD SHIMS. THE LAG SCREWS IN THE SHIMMED PORTION MAY NEED TO BE INCREASED IN LENGTH BY THE THICKNESS OF THE SHIM TO ENSURE THAT THEY ENGAGE BOTH TOP CHORDS OF THE RIDGE BEAMS OR FILLER CHORDS. ''END WALL CONNECTION CARPET PAD OR SILL SEALER EXTERIOR SIDING O I I 1 1 II I I 1 I EXTERIOR SIDING 1 I I I UNDERLAYMENT I I i I 1 1 I I V. I I I I I I 1 1 I I I Ir' 1 24" MAX. I 1 L ` J 1,1 L V I 118 x 4' WOOD SCREWS TOE-SCREWED'AT 24' O.C. STAGGERED LAST ROW OF SHINGLES INSTALLED (TYPICAL EACH SECTION) LAG SCREW MAXIMUM SPACING WIND ZONE MAXIMUM O.C. SPACING 1 36" 11 20" III 16" RIDGE BEAM RAFTER CARPET PAD - \ CEILING OR SILL SEALER BOARD WHEN THE TWO SECTIONS ARE IN , PLACE, ALIGNED AND LEVELED, GAPS BETWEEN RIDGE BEAMS, 1 1/2" WIDE MAXIMUM, WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME MAY BE CLOSED UP WITH LUMBER OR PLYWOOD SHIMS AND FASTENED TO HOLD IN PLACE. END WALL SEALING METHOD IN LIEU OF CARPET PAD OR SILL SEALER EXTERIOR SIDING UNDERLAYMENT BOTTOM BOARD -� MATERIAL APPLIED OVER 88 X 4' WOOD SCREWS. FASTEN EACH SIDE OF MATING JOINT WITH MIN. 1/2' LEG STAPLES AT 4' O.C. 45 GROUND ANCHORS The support system must also resist the lifting, sliding and overturning force resulting from side winds. A method used is to install ground anchors and tiedown straps in addition to the piers. Because of local sheltered conditions authorities may permit installation of the home without tiedowns. However, tiedowns as described are the minimum necessary H the home is to withstand its design wind load without dislocation. On multi section homes, sections must be fastened together and level before tiedown straps are installed. WARNING BEFORE INSTALLING A SUPPORT SYSTEM WITHOUT TIEDOWNS, BE SURE THAT SUCH A METHOD IS ADEQUATE FOR THE AREA AND IS PERMITTED BY THE APPLICABLE LOCAL JURISDICTION. BEFORE GROUND ANCHOR INSTALLATION, DETERMINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATER LINES OR SEWER PIPING. FAILURE TO DETERMINE THE LOCATION OF UNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS PERSONAL INJURY AND EVEN DEATH. NOTE The type of ground anchors shown are typical. Other types of anchors may be used provided the manufacturer's Installation Instructions meet the specifications as outlined on page 5 . GROUND ANCHOR INSTALLATION a). Should be installed below the frost line. b). Should be at least 12 inches above the water table. c). Should be installed to their full depth. d). Stabilizer plates should be installed to provide added resistance to overturning or sliding forces. See Method 3. e). Refer to the manufacturer's instructions for the type soi which the anchor is to be installed. METHOD 1 The anchor and anchor head location should be in line diagonal strap that will be installed around the main be, This location may require anchors to'be installed at the site location prior to moving the home section(s) into its final position. If this method is not appropriate, methods 2 and 3 are acceptable alternates after the section(s) is in postion, level and fastened together. METHOD 2 Anchor may be at a vertical or angle position. Pour a concrete cylinder collar around the anchor shaft approx. 10" in diamater and a minimum of 18" deep. METHOD 3 Anchor may be at a vertical or angle position. 1 • Drive anchor into ground approx 18". 2. Place stabilizer plate between anchor and metal frame of home. Locate the stabilizer channel over the anchor bar as a guide. 3. Drive stabilizer into the ground, using oversize hammer, until top of stabilizer is ground level or below. 4. Continue to drive anchor until anchor head is in full contact with the top of the stabilizer plate. 46 P ,Q• JCHOR PLATE ETHOD TIEDOWN (TYPICAL) TIEDOWN STRAP 6" MAX IN FROM EDGE OF FLOOR GROUND - ANCHOR TIEDOWN STRAPS MAIN BEAM �-- PIER VARIES TYPICAL STRAP INSTALLED REQUIRED ON BOTH SIDES OF HOME SINGLE SECTION WIND ZONE I MULTI SECIION FLOOR RIM rr TIEDOWN `PLATE TIEDOWN BRACKET BRACKET TIEDOWN STRAP • • MAY PASS THROUGH EITHER SLOT IN ¢ OWN BRACKET O BRACKET O BRACKET �� • U APPROVED SEAL AND U DIAGONAL DIAGONAL Q CRIMP(S). 800 LBS Q WN O MIN WORKING LOADS. O STRAP OPEN END VERTICAL '� OF STRAP TIEDOWN 6" MAX IN FROM 11 DIAGONAL VERTICAL STRAP EDGE OF FLOOR TIEDOWN TIEDOWN STRAP THREADING GROUND STRAP STRAP METHOD 1 DETAILS METHOD 2 ANCHOR Thread end of vertical tiedown strap through tiedown bracket. VERTICAL TIEDOWN With Method 1, any slack in the looped portion of the strap shall STRAP be taken out by applying tension on the "open end" of the strap. GROUND Do not remove the slack by over tightening the tension bolt. STRAP (SEE DETAIL) MAIN BEAM I PIER I ANCHOR Thread strap through tension bolt and tension per details on TYPICAL STRAPS page 49. INSTALLED REQUIRED ON In lieu of floor tiedown brackets some homes may have the BOTH SIDES OF HOME vertical tiedown strap installed at the manufacturing facility. VERTICAL TIEDOWN STRAP DETAIL,-- SINGLE ETAIL� SINGLE SECTION WIND ZONES II AND III 47 MULTI SECTION SUPPLEMENTAL TIEDOWN STRAPS LOCATED ALONG EXTERIOR SIDEWALL (IF PROVIDED) WIND ZONE I ONLY SUPPLEMENTAL STRAPS MAY HAVE BEEN INSTALLED AT THE MANUFACTURING FACILITY Supplemental straps may be fastened to same ground anchor as the main beam tiedown straps if anchor is approved by the manufacturer for such installation. CAUTION SUPPLEMENTAL TIEDOWN STRAPS ARE NOT A REPLACEMENT FOR DIAGONAL MAIN BEAM TIEDOWN STRAPS. THE DIAGONAL TIEDOWN STRAPS ARE THE MINIMUM ANCHORING SYSTEM FOR THE HOME TO MEET WIND ZONE I REQUIREMENTS. EXTERIOR SIDING SUPPLEMENTAL STRAP 6' MAX IN FROM EDGE OF FLOOR GROUND ANCHOR LONGITUDINAL TIEDOWN STRAPS AT FRONT AND REAR OF THE HOME ALL SECTION WIDTHS Z p §0 SECTION LENGTH TIEDOWNS AT FRONT TIEDOWNS AT REAR WA NONE NONE LESS THAN 36' 2 2 36' AND OVER NONE NONE III LESS THAN 46' 2 2 46' AND OVER NONE NONE FRONT OR REAR CROSSMEMBER. (MAY BE OTHER CONFIGURATION THAN SHOWN). MAIN BEAM MEASURE GROUND -\ DISTANCE *A* LEVEL GROUND ANCHOR LOCATE STRAP NO MORE THAN ONE FOOT (1'-0") FROM EITHER SIDE OF OUTSIDE MAIN BEAMS. MATING LINE11 L FRONT OR REAR -/ MAIN BEAM CROSSMEMBER DOUBLE WIDE (TYPICAL) STRAP SPACING MAIN BEAM MAIN BEAM TIEDOWN STRAP NOTE Thread strap through buckle, around front and rear crossmember and tension strap to anchor head TIEDOWN per details on page 49. - STRAP MEASURED DISTANCE 'A" MINIMUM 48 LOCATE STRAP NO MORE THAN ONE FOOT (1'-0") FROM EITHER SIDE OF MAIN BEAMS. MAIN BEAM ---' \-- FRONT OR REAR (TYPICAL) SINGLE WIDE CROSSMEMBER STRAP SPACING TYPICAL MAIN BEAM TIEDOWN STRAP INSTALLATION INSTRUCTIONS OTHER METHODS CONNECTING STRAP TO MAIN BEAM MAY BE USED OThread sufficient,lengthO Thread long end of strap through the O Take long end of strap to of tiedown strap through buckle then between frame and floor. 3 anchor head. buckle as shown. Wrap strap around main beam and through the buckle a second time. 1 J OInsert the tension bolt into theO Place the strap through the slotted anchor head and loosely attach shank of the tension bolt and bend the hex nut. up to 900. OOnce tensioned to the point that counter -clockwise resistance appears, a 5/8" open end wrench should be used to hold the square neck while repositioning the 15/16" tensioning wrench which will enable continued and final tensioning. Repeat as required. OWith the use of a 15/16" socket or open end wrench, rotate in a clockwise manner wrapping the strap around the tension bolt., OOnce fully tensioned, align the square neck of the bolt with the square recess in the anchor head and tighten the hex nut. This will draw the two together and lock the system into it's final position. If approved by the manufacturer, double head anchors may be used for both diagonal and vertical tiedown strap tensioning. It is recommended that the diagonal tiedown strap be tensioned first. Follow Steps 4 through 8 to install straps to anchor head. CAUTION DO NOT TENSION TIEDOWN STRAPS ON ONE SIDE OF HOME ONLY. IF TENSIONING IS NOT PERFORMED EQUALLY ON ALTERNATE SIDES, THE HOME MAY BE PULLED OFF ITS SUPPORTS. 49 HOT AND COLD PLUMBING CROSSOVER CONNECTIONS PROCEDURE: 1. Each access panel is labeled'REMOVE ACCESS FOR PLUMBING'. 2. Remove access panels from each section. 3. Connect the hot and cold water pipes using the connectors installed on the ends of the pipe. The connector fittings are designed to be used without any lubricants or sealants. 4. Reposition the insulation around the pipes and replace the access panels. MATING LINE RIM PLATES ACCESS PANELS MATING LINE RIM PLATES ACCESS PANEL ACCESS PANEL FRAME FRAME CONNECTION UNDER MATING LINE RIM PLATES RUN THE PIPES THROUGH THE HOLES IN THE RIM PLATES TO THE NEXT SECTION AND CONNECT PER STEP 3. O ACCESS PANELS CONNECTION THROUGH MATING LINE RIM PLATES DRAIN PIPE CROSSOVER CONNECTIONS DRAINPIPE O COUPLING PROVIDED. FASTEN TO PIPING WITH CLAMPS DRAIN PIPE 0 COUPLING PROVIDED. CEMENT COUPLING TO END OF PIPES. See site installed drain piping information on page 53 . GAS CROSSOVER CONNECTION If the home has a gas crossover it is located below the floor structure on the mating line side of the home. The quick disconnect device has been pre -assembled. PROCEDURE: 0 Remove any dust caps in place. OPullback on quick disconnect device, snap over quick disconnect adapter and release to complete crossover connection. The quick disconnect fitting is designed to be used without any lubricants or sealants. NOTE DO NOT USE TOOLS TO CONNECT OR DISCONNECT THE OUICK DISCONNECT DEVICE FLEX CONNECTOR LISTED QUICK DISCONNECT FITTING TO MATCH PIPE METAL FLEX SIZE CONNECTOR LISTED DEVICE INSTALLED TO SEAL FOR EXTERIOR USE SUPPLY SIDE QUICK DISCONNECT PIPE FROM SUPPLY ADAPTER TO MATCH CONNECTION 2 PIPE SIZE 0 DIRECTION OF FLOW -► 50 HEAT DUCT CROSSOVER CONNECTION NOTE Crossover ducts to be insulated with material having a minimum R-4 value. V -BOX ADAPTERS V -BOX ADAPTER PROCEDURE: O1 Locate duct collars that extend below the bottom board material on each section. Remove shipping close-up material from collars. OPull vinyl covering back from duct and slide exposed end over duct collar and up against bottom board material. OFasten duct to collar with 3 sheetmetal screws approximately equally spaced around the collar. OAdd metal or plastic tie strap around duct and secure tightly. If metal strap is used secure with sheetmetal screw. 55 After duct is fastened to collar pull vinyl covering up over connections and flush up to the bottomboard material. OWrap the top of the vinyl cover around the collar at least 2 times with duct tape. ORepeat steps 1 thru 6 at collar on other section or sections of home. Some homes may require the connection of a metal V -box adapter or vinyl flex Y -branch at the collar under the furnace. Y -BRANCH CONNECTION TO FLEX DUCT VI Follow steps 1 thru 6 for connection of flex d ARRANGE DUCT UNDER FLOOR SO IT IS NOT COMPRESSED OR KINKED IN ANY LOCATION _ _ _ _ _ CAUTION DUCT SUPPORTED DO NOT PERMIT DUCT TO REST ON THE OFF THE GROUND GROUND. SUPPORT OFF THE GROUND WITH TREATED WOOD, CONCRETE BLOCK MATERIAL OR OTHER ALTERNATE MATERIALS 51 BOXES LOCATED ON SAME SECTION AS MAIN PANEL BOX ELECTRICAL CROSSOVER CONNECTION NUMBER OF CROSSOVER BOXES MAY VARY MATING LINE RIM PLATE NOTE SOME HOMES MAY HAVE MORE THAN ONE CROSSOVER. CHECK ALONG MATING LINE FOR OTHER LABELED ACCESS PANELS. SINGLE 15 OR 20 AMP CIRCUIT 14-2 OR 12-2 WITH GROUND GROUNDLUG 240V APPLIANCE CIRCUIT APPROVED PLASTIC OR METAL BOX (TYPICAL) CLAMPS PER TYPE BOX USED (TYPICAL) PROCEDURE: 1. Each access panel is labeled: "REMOVE ACCESS FOR ELECTRICAL" 2. Remove access panels exposing boxes on one section and coiled wire from opposite section. 3. Remove blank covers from boxes exposing wiring with approved connectors attached. 4. Wiring on both sections have identifiable markings for correct connections of circuits. 5. Remove the wire connectors from the wiring in the boxes and connect the same identified circuits together. (Use knock outs and approved clamps to enter boxes and secure wires). Secure wiring entering the boxes within 8" of the box with Romex staple. 6. When all connections have been made replace the blank covers on all boxes, reposition floor insulation and replace the access panels. A O DOA\ /CM DRS DOUBLE 15 OR 20 AMP CIRCUITS 14-2 OR 12-2 WITH GROUND WIRE CODE BLK = Black WHT = White RED = Red GRD = Ground CAUTION VERIFY THAT ALL CROSSOVER CIRCUITS PROTECTED BY A GFCI DEVICE (GROUND FAULT INTERRUPTER ARE CONNECTED TO THE PROPER CIRCUIT CONTINUATION BY IDENTIFING THE CORRECTLY MARKED CIRCUIT WIRES. CONTINUOUS ELECTRICAL GROUND CONNECTION REAR MOST OUTRIGGER OR CROSSMEMBER AT MATING LINE PROCEDURE: MATING LINE 1. Uncoil and take loose end of ground wire and secure to solderless lug on adjoining section or sections. 2. Make sure screw in solderless lug is tight against ground wire. 3. Locate against structure for protection 4. Repeat procedure for triple section homes. 52 SOLDERLESS LUG INSTALLATION INSTRUCTIONS FOR SITE INSTALLED DRAIN WASTE SYSTEMS Portions of the drain waste system which are below the floor may not have been installed at the manufacturing facility due to the possibility of damage to the system during transit. All materials required to complete the system have been furnished by the manufacturing facility and are shipped as loose items in the home. The following instructions are provided for use in completing the installation of the, drain waste system in the correct manner. Please review the information below before starting work to familiarize yourself with proper sequence of installation. BEFORE YOU BEGIN 1. Locate the drain waste plumbing schematic, which is a drawing page attached to the flap in the back of this manual, and review the layout. All drain piping and fittings marked with an asterisk (* ) on the schematic drawing are to be Installed. 2. Check all loose Plumbing parts supplied by laying them out on the ground under the home in their correct relationship according to the drain waste schematic. All piping and fittings should be used where indicated to insure the correct flow of waste in the assembled drain system. PROCEDURE: 0 Remove shipping covers from all exposed piping or fittings that extend below the bottomboard. O2 Inspect piping and fittings making sure they are clean and free of burrs. O3 All pipe and fitting connections shall be per the cement manufacturer's instructions which is provided. ® Start the drain assembly at the most remote exposed piping dropout from the outlet and work towards the outlet location. O5 It is recommended that temporary blocking or support be used for the assembled drain piping as you proceed to achieve a slope towards the outlet of at least 1/4 inch per foot. © If a crossover connection is required use one of the methods shown on page 50. O7 When all connections have been completed relocate the temporary slope blocking to no more than 4 feet apart for permanent drain piping support. See method recommended for supporting drain piping on page 54. BOTTOM BOARD OF HOME (TYPICAL) BOTTOM BOARD OF HOME (TYPICAL) START HERE Ii CLEANOUT 1 � O Ok g o\P�ct�o 1 2 (TYPICAL) FINISH HERE OUTLET CROSSOVER CONNECTION EXAMPLE OF SITE INSTALLED,DRAIN.PLUMBING 53 DRAIN PIPING SUPPORTS ANGLE _ O CROSSMEMBER. PLUMBERS TAPE, (TYPICAL) PLASTIC STRAPPING OR BOTTOM BOARD OTHER SUITABLE 4f 9;o" MATERIAL (TYPICAL) Mjy�M� MIN 1 X 3 LUMBER DRAIN PIPE WITH MINIMUM 1/4" SLOPE TOWARDS OUTLET DRAIN PIPING SUPPORTS INSIDE OF MAIN BEAM OAdd minimum 1 x 3 lumber between frame angle crossmembers directly above drain piping by pushing up on the bottomboard and resting the lumber on the top or inside of the angle leg as shown. OWrap support strapping around piping and 1 x framing material. Fasten strapping to wide face of 1 x material with screws. O3 Other methods to provide support may be used to maintain minimum pipe slope requirements. O4 Lumber material to be protected from moisture. PLUMBERS TAPE, PLASI STRAPPING OR OTHER SUITABLE MATERIAL FASTENED TO FLOOR J( THROUGH BOTTOM BOA (TYPICAL) LOOR RIM PLATE FLOOR JOIST (TYPICAL) BOTTOMBOARD AIN PIPE WITH MINIMUM 1/4" OPE TOWARDS OUTLET 4—l" BEAM DRAIN PIPING SUPPORTS OUTSIDE OF MAIN BEAM CAUTION ELECTRICAL WIRING MAY BE SECURED TO WIDE FACE OF FLOOR JOISTS THAT ARE OUTSIDE OF THE MAIN BEAM. MAKE SURE SCREWS FASTENING STRAPPING PENETRATE BOTTOM EDGE OF JOISTS TO ELIMINATE POSSIBLE ELECTRICAL SHORTS. 54 BOTTOMBOARD REPAIR Fastened to the underside of the floor of the home is a special covering designed to protect against rodents and moisture as well as to isolate the floor cavity from outside air. This covering was inspected before the home left the manufacturing facility. It is important that any areas damaged or torn during transportation or installation be resealed. Entry of outside air into the home's floor cavity is one of the most frequent causes of water piping freeze-up. The bottom covering of the home should be closely inspected to determine that there has not been any loosening of its attachment or tears . Openings around the perimeter of the floor covering, around pipes or pipehangers, splits or tears should be sealed with tape. Check also to ensure that plumbing p -traps are well insulated and covered. It is important that this inspection be made and any necessary repairs completed whether skirting is to be installed around the perimeter of the home or not. For bottom covering repair use vinyl tape especially designed to repair tears or holes. Pull torn edges together then cover, as necessary, with tape or apply a patch of the same material taped all four sides. UNFINISHED GYPSUM BOARD Homes shipped with unfinished gypsum board walls and/or ceilings shall be finished on site. The interior finishes shall have the following maximum flamespread ratings measured in accordance with ASTM E 84-91 a: Ceilings: ........................................................... 75 Walls: General....................................................... 200 Adjacent to cooking range .......................... 50 Adjacent to or enclosing a furnace or water heater .............................. 25 MULTI WIDE SECTIONS EXTERIOR CLOSE UP The exterior siding on the front and rear and walls and exposed mating line walls may have been shipped loose by the manufacturing facility with the home. The insulation and vapor retarder have been installed at the manufacturing facility. Exterior siding shall be installed in accordance with the manufacturer's installation instructions. When the rear wall exterior siding is site installed, the H.U.D. tag has been relocated on the sidewall at the manufacturing facility. CAUTION THE POLYETHYLENE SHEATHING COVERING EXTERIOR WALLS MUST BE COMPLETELY REMOVED PRIOR TO INSTALLING THE SIDING. FAILURE TO DO SO CAN CAUSE CONDENSATION TO BUILD UP IN THE WALLS AND DAMAGE THE HOME. If the exterior siding is installed on the front and rear walls, make sure the close up strips of exterior siding material are fastened securely and both edges of the strips are sealed with a waterproof sealant. MULTI WIDE SECTIONS INTERIOR CLOSE UP Remove all shipping blocking, strapping or bracing from appliances, windows, and doors. Install all loose items packaged or attached for shipping. Review any supplemental pages stapled to the flap in the back of manual. These pages outline special features that are not included in the manual. All interior wall paneling omitted at the manufacturing facility and shipped loose to facilitate interior close up shall be installed with a 1/4" bead of PVA adhesive on all framing members and fastened with min. 1" long staples or nails at 6" on center along all panel edges and at 12" on center on field framing members. For tape and texture homes, interior wall paneling shall be fastened to wall framing members with drywall screws or nails. Additional molding has been provided to finish the close up at ceilings, mating line walls, front and rear end walls and in some cases molding around passageway doors. Moldings and trim work requiring special attention has been detailed by the manufacturing facility and is provided in this manual. All moldings and trim work should be installed with fine gauge wire staples or pin nails. Attention should be made to any mitered corners and seam work to assure a tight fit. 55 SECTION 5 INSTALLATION OF OPTIONAL FEATURES PAGE INTERIOR AND EXTERIOR LIGHTS ................................................ 59 CEILINGFANS.................................................................................. 59 TELEPHONEWIRE........................................................................... 59 AWNINGS, DECKS, PATIO COVERS ORCAR PORTS.................................................................................. 60 SKIRTING.......................................................................................... 60 HEATTAPE....................................................................................... 61 WINDOWS AND DOORS.................................................................. 61 AXLES............................................................:................................... 61 57 INSTALLATION OF OPTIONAL FEATURES ELECTRICAL ITEMS For protection from damage in transit some electrical fixtures may have been shipped loose for installation on site. These items may include exterior lights, chandeliers, ceiling fans and other similar fixtures. Follow the procedure for light fixture installation along with the manufacturer's instructions. Similar fixtures not shown shall be installed by the manufacturer's installation Instructions. INTERIOR OR EXTERIOR LIGHT FIXTURE PROCEDURE: 1. Remove blank cover from junction box. 2. Make the wiring connections with the wire nuts provided, black to black wire, white to white wire and ground to ground wire. 3. Push connected wires into junction box. Add non combustible ring between fixture canopy and junction box. (See CAUTION). 4. Secure canopy to junction box. Install light -bulb and attach globe or shade if necessary. 5. Apply sealant around top and sides of canopy on exterior light installations. 6. Follow wiring diagram for multiple light connections. WIRE FROM SWITCH NON-COMBUSTIBLE - RING (IF REQUIRED) FIXTURE CANOPY r-------- I WIRE NUT (TYPCIAL) WHITE JUNCTION BOX WIRE FROM SWITCH WIRE NUT (TYPICAL) // BUNX TION iii�KiiiO BLACK ITE GLOBE BLACK J `"" U PIGTAIL FOR GROUND WIRE TO GROUND OTHER CONTINUITY FIXTURES CONNECTION FOR SINGLE LIGHT FIXTURE (EXTERIOR LIGHT SHOWN). CONNECTION FOR MULTIPLE LIGHT FIXTURES CAUTION NON COMBUSTIBLE RING REQUIRED WHEN COMBUSTIBLE INTERIOR WALL, EXTERIOR WALL OR CEILING FINISH MATERIAL IS EXPOSED BETWEEN THE FIXTURE CANOPY AND JUNCTION BOX. HARDBOARD, CLADWOOD AND VINYL SIDING ARE CONSIDERED COMBUSTIBLE EXTERIOR SURFACES. CEILING FAN Due to the various types of ceiling fans available for on site installation, fans shipped loose with the home contain their specific manufacturer's installation instructions. These must be used to ensure proper installation and operation. A metal electrical box with cover plate and wiring has been provided for fan installation. CAUTION BEFORE ATTEMPTING TO INSTALL THE CEILING FAN MAKE SURE THE POWER TO THE FAN WIRING IS OFF. TELEPHONE WIRE Some homes have telephone wire installed at the manufacturing facility. If the home is a single wide, the wiring is accessable at one of the rear,corners " if the home is a multi -wide, the wiring is accessable at the rear mating line. A label indicating TELEPHONE WIRE is located on the rear of the home indicating wire location. The connection of this wiring to the telephone system is to be done by qualified service personnel only.' WARNING IF THE HOMEOWNER REQUESTS THE INSTALLATION OF TELEPHONE WIRING AND/OR TELEVISION CABLE, EXTREME CARE MUST BETAKEN. THE WALLS AND FLOOR'OF THE HOME CONTAIN ELECTRICAL WIRING, PLUMBING AND DUCT MATERIALS. AVOID THESE ITEMS WHEN DRILLING THROUGH AND PLACING WIRE OR CABLES IN THESE CAVITIES. ONLY QUALIFIED SERVICE PERSONNEL SHOULD BE PERMITTED TO DO SUCH WORK. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY AND EVEN DEATH. INSTALLATION OF OPTIONAL FEATURES (cont'd.) AWNINGS, DECKS, PATIO COVERS OR CARPORTS If accessories, such as awnings, decks, patio covers or carports, are to be attached to the home, observe the following procedures. 1. Use the proper awning support railing provided with the awning or railing available through your awning retailer. Choose a structure which is of a freestanding design, having columns to support the additional weight. 2. Follow the recommendations of the manufacturer and applicable building codes when installing any accessories. 3. Always use fasteners of the proper size to attach mating parts snugly, but without straining the home or damaging the home structure. Only make necessary attachments to the upper wall or roof. Be sure there is solid material behind the exterior siding where connections are to be located. 4. Use a sealant on all seams or openings resulting from accessories installed. The best way is to place weather sealing tape or sealing compound under railing joints or fasteners, during assembly, and then seal the seams. CAUTION REMEMBER THAT ACCESSORIES WHICH ARE IMPROPERLY INSTALLED MAY DAMAGE THE NEW HOME OR MAR ITS APPEARANCE AND COULD AFFECT THE WARRANTY COVERAGE. SKIRTING Skirting is a highly recommended accessory that will assist the home in withstanding below freezing temperatures. Its installation helps to prevent cold air infiRrating below the home where the heat ducts and the majority of the plumbing is located. Its addition should be considered necessary to prevent plumbing from freezing if the home is likely to be exposed to temperatures below 250f (-50c) for any prolonged period, or to temperatures below appoximately 10°f (-12°c) even briefly. The addition of a wind chill factor to the above temperatures make skirting even more vital. For planning purposes, consider that each increase of 10 mph in wind velocity may be equivalant to a drop in air temperature of approximately 200f (10°c), or 2°f(1 °c) for each mph of wind increase. (The information on the home's Compliance Certificate is calculated assuming a 15 mph wind factor). The use of so-called insulated skirting is probably not required under most conditions. The greatest value of any skirting is as a barrier to air movement, and non insulating skirting accomplishes this purpose as well as the insulated type. Insulated skirting may be considered 4 prolonged temperatures in the -200 to -300f (-300 to -350c) range are to be withstood, and then in conjunction with the introduction of auxiliary heating under the home. Consult with the retailer for further information on the desirability of installing these accessories and whether such installations are compatible with local codes. When skirting is attached to the lower sidewall or trim of the home's perimeter, it is important to make the installation so that moist air from under the home is not forced up into the wall cavities. When the exterior siding is hardboard or cladwood, the skirt trim must be sealed to the siding trim to keep water from getting between the skirt trim and the siding. CAUTION CARE SHOULD ALWAYS BE TAKEN TO ENSURE THAT ADEQUATE VENTILATION IS PROVIDED WHEN SKIRTING OR PERIMETER FOUNDATIONS ARE INSTALLED. FAILURE TO PROVIDE ADEQUATE VENTILATION MAY ALLOW MOISTURE TO BUILD UP UNDER THE HOME, AND TRANSFER THAT MOISTURE VIA DIFFUSION OR AIR MOVEMENT INTO THE HOME ITSELF. THIS MOISTURE CAN RESULT IN HIGH HUMIDITY IN THE HOME, AND ALSO IN THE FORMATION OF CONDENSATION, FROST OR ICE ON COLD SURFACES. HOMES WITH OPEN SLATTED DECKING AT RECESSED ENTRIES, OPEN PORCHES OR OPEN DECKS MUST HAVE SKIRTING OR FOUNDATION BEHIND THESE AREAS SO THAT WATER IS NOT PERMITTED TO DRAIN IN THE AREA UNDER THE HOME. THE AREA UNDER THE HOME MUST BE VENTILATED TO MINIMIZE THE ACCUMULATION OF MOISTURE. THIS VENTILATION SHALL BE PROVIDED BY OPENINGS WITH A NET AREA OF AT LEAST ONE SQUARE FOOT FOR EACH 150 SQUARE FEET OF AREA UNDER THE HOME. THE REQUIRED LOCATION OF OPENINGS SHOULD BE APPROXIMATELY EQUALLY DISTRIBUTED ALONG THE LENGTH OF THE HOME ON OPPOSITE SIDES WITH OPENINGS LOCATED CLOSE TO THE CORNERS TO PROVIDE CROSS VENTILATION. INSTALLATION OF OPTIONAL FEATURES (cont'd.) HEAT TAPE Heat tape is a linear electric heating element listed for use with manufactured homes and certified by UL, CSA or,FMRC designed to be installed where fresh water supply inlet pipes are subjected to prolonged exposure to below -freezing temperatures. An electrical outlet is located adjacent to the water supply inlet for heat tape connection. CAUTION HEAT TAPE MUST ALWAYS BE INSTALLED IN STRICT ACCORDANCE WITH THE TAPE MANUFACTURER'S INSTALLATION INSTRUCTIONS IN ORDER TO ACHIEVE THE HIGHEST POSSIBLE SAFE HEATING EFFICIENCY. WINDOWS AND DOORS For protection from damage in transit windows and/or exterior doors may be shipped loose for installation on site. Windows or exterior doors to be installed in accordance with the manufacturer's installation instructions. AXLES It may be necessary to remove an axle or axles to connect the air distribution duct from an exterior heat and cooling appliance to the designated duct collar under the floor. 61 SECTION 6 PREPARATION OF APPLIANCES PAGE DRYER VENT INSTALLATION...................................................... 65 AIR CONDITIONING INSTALLATION ............................................ 65 FURNACE...................................................................................... 66 HEATINGOIL SYSTEM................................................................. 66 FIREPLACE, GAS OR OIL APPLIANCE FLUES...................................................................... 66 RANGE AND/OR COOK TOP OVEN ............................................. 66 RANGE VENT DUCT INSTALLATION ........................................... 66 WATERHEATER........................................................................... 66 KITCHENSINK.............................................................................. 66 BATHTUB...................................................................................... 66 SHOWERSTALL........................................................................... 66 63 PREPARATION OF APPLIANCES Some homes may have various fixtures and appliances shipped loose, provided by others or built without certain fixtures or appliances. Review and follow the Instructions if any apply to the home being installed. DRYER VENT INSTALLATION If provisions for the installation of a dryer are in the home a dryer vent roughed -in opening has been provided in the utility area or room with access through the floor or exterior wall. If requested by the homeowner to install, remove the material closing off the roughed -in opening and follow these details along with the dryer manufacturer's installation instructions. INSTALL DUCT THROUGH FLOOR ACCESS INTO THE HOME. PULL RIGID OR FLEX DUCT DUCT UP INTO HOME UNTIL ELBOW WITH PER APPLIANCE SLACK IS REMOVED FROM RIGID DUCT MANUFACTURER'S UNDER THE FLOOR. INSTALLATION CLAMP TO DRYER CLAMP TO INSTRUCTIONS CONNECTION VENT CAP EXTERIOR WALL CLAMP TO VENTCAP SEAL BOTTOM BOARD AROUND DUCT WITH VINYL TAPE. `-ELBOW WITH RIGID DUCT SUPPORT DUCT TO FLOOR JOIST WITH METAL STRAP OR PLUMBERS TAPE TO KEEP DUCT OFF THE GROUND AND WOOD FRAME FROM EXCESSIVE SAGGING. SECURED TO BOTTOM OF RIM PLATE OR RIGID OR FLEX DUCT PER APPLIANCE INSTALL THROUGH MANUFACTURER'S INSTALLATION SKIRTING INSTRUCTIONS DRYER VENT CAP VENT BELOW FLOOR SECURE VENT CAP TO FRAMING OR SKIRTING WITH SHEETMETAL CAUTION SCREWS. DRYER VENT CAP SECURE WITH SHEETMETAL SCREWS INTO SIDING TO DRYER VENT THROUGH EXTERIOR WALL UNDER FLOOR DRYER DUCT MUST BE CONTINUOUS AND TERMINATE OUTSIDE THE PERIMETER OF THE HOME, OUTSIDE OF ANY SKIRTING OR FOUNDATION INSTALLED AROUND THE HOME. AIR CONDITIONING INSTALLATION Air conditioning may be installed on homes that are designated "suitable for air conditioning" on the home Compliance Certificate. Information to assist in calculating the size air conditioner needed is included on the certificate. The air conditioning evaporator maybe installed either inside the furnace cabinet on homes with furnaces listed for the modification, or exterior to the home and ducted into the home air supply duct system. In either case, a heat/cooling thermostat must be installed to control both heat and cooling with a single device. When a cooling or heat pump'ooil and/or air conditioning blower are installed on a furnace, they shall be listed for installation on the specific model of furnace already in the home. When the air conditioning evaporator is installed exterior to the home, return air grill(s) must be installed in the floor in a central area of the home that receives the return air from the separate rooms and ducted back to the evaporator.. CAUTION DO NOT CUT ANY FLOOR FRAMING WHEN INSTALLING RETURN AIR GRILL(S). Supply air duct connections from the exterior evaporator to the home air supply duct system must be made at a central location on each duct in each section of the home. Federal regulations require that automatic damper(s) be installed to prevent the discharge air from the exterior air conditioning evaporator from passing back through the furnace, and that automatic damper(s) be installed to prevent the discharge air from the furnace from passing backwards through the exterior air conditioning evaporator duct(s). Install required electrical connections in accordance with the air conditioner manufacturer's installation instructions and local codes. PREPARATION OF APPLIANCES FURNACE (cont'd.) This home may have been built without a furnace. The remote heat/cooling appliance and the thermostat to be supplied and installed per the manufacturer's installation instructions. The manufacturing facility has installed the thermostat wiring or provided a raceway for the thermostat wiring at the location for the thermostat. CAUTION FLEETWOOD ENTERPRISES INC. AND ITS SUBSIDIARIES WILL NOT BE HELD RESPONSIBLE FOR THE EFFICIENCY OF THE SYSTEM CONNECTED TO THE IN -FLOOR DUCT SYSTEM, NOR ANY DAMAGE INCURRED TO THE HOME BY THIS INSTALLATION. HEATING OIL SYSTEM Homes equipped with oil burning furnaces must have their oil supply tank and piping installed on site. These items are not provided by the manufacturer. Review the oil furnace manufacturer's installation instructions for proper piping sizes and installation procedures. CAUTION ALL OIL STORAGE TANK AND PIPING INSTALLATIONS MUST MEET ALL APPLICABLE LOCAL CODES AND REGULATIONS AND SHOULD BE MADE ONLY BY EXPERIENCED QUALIFIED SERVICE PERSONNEL. FIREPLACE, GAS OR OIL APPLIANCE FLUES If any accessory gas or oil appliance flue assembly has been partially installed at the manufacturing facility, the assembly and installation must be completed in accordance with the manufacturer's installation instructions provided with the appliance. RANGE AND/OR COOK TOP OVEN If a range and/or cook top and oven is not supplied by the manufacturing facility, the following should be observed: a). Install the appliance to provide the required clearances per Federal Standards which may be more restrictive than appliance manufacturer's normal installation instructions. b)• Do not install an appliance which requires a heavier connected energy capacity than the home's system provides (see capacity label on appliance). c). Follow appliance manufacturer's installation instructions except as outlined in a) above. RANGE VENT DUCT INSTALLATION This home may be equipped with a ducted "no hood" ventilation system for the kitchen range. The duct is below the floor and must terminate outside the perimeter of the home. Install the duct and surface wall cap, which are provided, in accordance with the range manufacturer's installation instructions. WATER HEATER PENINSULA OR ISLAND RANGE Install elbow, horizontal duct and wall cap. Support horizontal duct from floor with metal straps as required. 1. This home may have been built with the water heater shipped loose or supplied by others for site Installation in a remote location, such as a site built utility room. 2. Receptacle for heat tape is located underneath the home adjacent to the water supply inlet. 3. Water heater shall be installed per the manufacturer's installation instructions and/or local codes. A listed water heater shall be installed. KITCHEN SINK This home may have been built without a kitchen sink, which will be installed on site. The water and drain plumbing connections and sink are to be installed and completed in accordance with the kitchen sink manufacturer's installation instructions and/or local codes. A listed kitchen sink shall be installed. BATH TUB This home may have been built without a finished bath tub, which will be installed on site. The water and drain plumbing connections are to be installed and completed in accordance with the bath tub manufacturer's Installation instructions and/or local codes. A listed bath tub shall be installed. SHOWER STALL This home may have been built without a finished shower stall, which will be installed on site. The compartment walls, shower pan, shower door and plumbing are to be installed and completed in accordance with the shower stall manufacturer's installation instructions and/or local codes. A listed shower stall shall be installed. SECTION 7 UTILITY SERVICE CONNECTIONS AND TESTING PAGE ELECTRICAL FEEDER CONNECTION ........................................... 69 GROUNDING CONDUCTOR INSTALLATION ................................. 69 WATER SYSTEM CONNECTION.................................................... 70 UTILITY SERVICE TEST PROCEDURES ....................................... 70 GASSYSTEM TEST......................................................................... 70 WATER SYSTEM TEST.................................................................... 70 ELECTRICAL SYSTEM TEST ................................. :................... ..... 71 DRAINSYSTEM TEST..................................................................... 71 67 UTILITY SERVICE CONNECTIONS ELECTRICAL FEEDER CONNECTION MAIN PANEL BOX WARNING This panel box is wired with the grounding system insulated from the neutral system. The grounding bus in this panel shall be connected through a properly sized green -colored insulated conductor to the service -entrance equipment (meter base) located on or adjacent to the home. Do not use a 3 wire feeder system that does not connect to the ground bar. It is illegal and unsafe. Use a 4 wire feeder system to connect this panel to the service entrance equipment (meter base). TO SERVICE ENTRANCE SEE TABLE BELOW FOR WIRE SIZES (METER BASE) WHITE - NEUTRAL BLACK - POWER BLACK OR RED - POWER GREEN -GROUND All conductors with outer sheathing labeled THHN nylon jacket or equivalent unless otherwise noted. GROUNDTO METAL FRAME ACCESSFOR METER PULL BOX SERVICE ENTRANCE EMT OR CONDUIT FOR UTILITY CONNECTIONS GROUND L GROUNDING CONDUCTOR INSTALLATION NOTE IF THE HOME HAS A METER BASE INSTALLED AT THE MANUFACTURING FACILITY A GROUND WIRE AND GROUND ELECTRODE MUSE BE INSTALLED. REVIEW THIS DETAIL FOR PROPER INSTALLATION INFORMATION. GROUND GROUND BAR LUG #6 MIN BARE COPPER GROUNDING WIRE PROVIDED BY MANUFACTURER, IF MANUFACTURER PROVIDES A MINIMUM 1/2 INCH EMT OR CONDUIT RACEWAY THE #6 MINIMUM BARE COPPER WIRE IS PROVIDED BY THE RETAILER FOR INSTALLATION. CLAMP SUITABLE FOR DIRECT BURIAL. LOCATE FLUSH WITH OR BELOW GROUND LEVEL 5/8' DIAMETER x W -O" LONG IRON ELECTRODE. ELECTRODE SHALL BE DRIVEN TO A DEPTH OF NOT LESS THAN 8 FEET SO THAT AT LEAST 8 FEET OF THE ELECTRODE IS IN CONTACT WITH THE SOIL. WHEN ROCK BOTTOM IS ENCOUNTERED, THE ELECTRODE CAN BE DRIVEN NOT TO EXCEED 45 DEGREES FROM VERTICAL OR BURIED IN A TRENCH THAT IS AT LEAST 2 1/2 FEET DEEP. * NOT PROVIDED BY HOME MANUFACTURER �a ELECTRICAL FEEDER AND EQUIPMENT SIZES MAIN BREAKER SIZE IN PANEL BOX (AMPS) IN. SIZE RACEWAY FEEDER CONDUCTORS MAX CALCULATED NEUTRAL FEEDER LOAD (AMPS) CONDUIT DIAMETER (IN.) COPPER'CONDUCTOR / SIZES ALUMINUM CONDUCTOR / SIZES WITH WITH COPPER ALUMINUM CONDUCTORS CONDUCTORS RED 8 BLACK WHITE (POWER) (NEUTRAL) GREEN (GROUNDING) RED 8 BLACK WHITE (POWER) (NEUTRAL) GREEN (GROUNDING) 30 1 1 #10 #10 #8 #10 #10 #6 30 50 1 1 #6 #6 #8 #6 #6 #8 50 100 11/4 11/2 #2 OR #3 #2 OR #3 #8 #1 #1 #6 100 125 11/2 2 #1 OR#1/0 #2 #6 #2/0 #1/0 #4 115 150 1 1/2 2 #1/0 OR #2/0 #2 #6 #3/0 #1/0 #4 115 200 2 2 #3/0 #2 #6 #250 MCM #1/0 #4 115 ACCESSFOR METER PULL BOX SERVICE ENTRANCE EMT OR CONDUIT FOR UTILITY CONNECTIONS GROUND L GROUNDING CONDUCTOR INSTALLATION NOTE IF THE HOME HAS A METER BASE INSTALLED AT THE MANUFACTURING FACILITY A GROUND WIRE AND GROUND ELECTRODE MUSE BE INSTALLED. REVIEW THIS DETAIL FOR PROPER INSTALLATION INFORMATION. GROUND GROUND BAR LUG #6 MIN BARE COPPER GROUNDING WIRE PROVIDED BY MANUFACTURER, IF MANUFACTURER PROVIDES A MINIMUM 1/2 INCH EMT OR CONDUIT RACEWAY THE #6 MINIMUM BARE COPPER WIRE IS PROVIDED BY THE RETAILER FOR INSTALLATION. CLAMP SUITABLE FOR DIRECT BURIAL. LOCATE FLUSH WITH OR BELOW GROUND LEVEL 5/8' DIAMETER x W -O" LONG IRON ELECTRODE. ELECTRODE SHALL BE DRIVEN TO A DEPTH OF NOT LESS THAN 8 FEET SO THAT AT LEAST 8 FEET OF THE ELECTRODE IS IN CONTACT WITH THE SOIL. WHEN ROCK BOTTOM IS ENCOUNTERED, THE ELECTRODE CAN BE DRIVEN NOT TO EXCEED 45 DEGREES FROM VERTICAL OR BURIED IN A TRENCH THAT IS AT LEAST 2 1/2 FEET DEEP. * NOT PROVIDED BY HOME MANUFACTURER �a WATER SYSTEM CONNECTION The hot and cold water system is designed for a maximum inlet water pressure of 80 pounds per square inch (psi). If the local water supply pressure to which the home is being connected exceeds 80 pounds per square inch (psi), a pressure reducing valve must be installed to limit the supply pressure. A master cold water shutoff full flow valve shall be installed in the water supply line adjacent to the home. UTILITY SERVICE TEST PROCEDURES SYSTEMS TEST All utility systems are given a quality assurance test at the manufacturing facility. To ensure that no damage occurred in transit and that the final connections are proper, specific on site tests of the utility service connections should be made after installation of the home. CAUTION ALL UTILITY CONNECTIONS MUST BE MADE BY QUALIFIED SERVICE PERSONNEL WHO ARE FAMILIAR WITH LOCAL REGULATIONS. GAS SYSTEM TEST PROCEDURES The gas piping supply system is designed for a pressure not exceeding 14 inch water column (1/2 psi) and not less than 7 inch water column (1/4 psi). WARNING GAS APPLIANCES IN THIS HOME ARE EQUIPPED FOR NATURAL GAS. IF THE GAS SUPPLY IS LIQUIFIED PETROLEUM GAS (LPG), IT IS NECESSARY THAT THE APPLIANCE BE CONVERTED TO LPG IN ACCORDANCE WITH INSTRUCTIONS PROVIDED BY THE MANUFACTURER OF EACH APPLIANCE. APPLIANCE ORIFICES: SPECIAL ORIFICES AND REGULATORS ARE REQUIRED FOR EACH TYPE OF GAS AT ALTITUDES ABOVE 3000 FEET. SEE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ANY MODICATIONS PER THE GAS TYPE USED BY THE APPLIANCE. DO NOT LIGHT APPLIANCE PILOT LIGHT(S) UNTIL EACH APPLIANCE HAS BEEN CHECKED MAKING SURE ROOF JACK (VENT) IF APPLICABLE HAS BEEN INSTALLED, AND ALL GAS UTILITY CONNECTIONS HAVE BEEN MADE AND TESTED. 1. To check the gas system for leaks, first close all appliance controls and all appliance pilot light valves (see appliance instructions included in the home or posted on the appliance). 2. Open the gas shutoff valve on the supply line to each appliance. 3. Attach an ounce gauge on the main gas inlet to the home. 4. Carefully pressurize the system to not more than 8 ounces of pressure. CAUTION DO NOT PRESSURIZE THE GAS LINE IN EXCESS OF 8 OUNCES MAXIMUM TO AVOID POSSIBLE DAMAGE TO GAS VALVES AND REGULATORS. 5. Apply an ammonia -free soapy water or bubble solution to the joints at both ends of the appliance connector. If bubbles are formed, tighten connector until bubbles cease to form. CAUTION DO NOT BUBBLE CHECK COPPER OR BRASS FITTINGS WITH SOLUTIONS CONTAINING AMMONIA. After completion of test, connect home gas inlet to gas supply line using a listed gas connector of the capacity indicated on the label by the gas inlet. Check the inlet connection for leaks per step 5 above. WATER SYSTEM TEST PROCEDURES The water system test is made after any water crossovers are connected by attaching an air pump, valve and gauge to the home water inlet and pressurizing the water lines to 100 pounds per square inch (psi). Verify that the pressure remains for a period of 15 minutes without loss. WARNING IT IS NOT SAFE TO FILL THE WATER HEATER TANK WITH HIGH PRESSURE AIR ONLY. DISCONNECT WATER HEATER FROM WATER SYSTEM BY CONNECTING THE HOT AND COLD WATER LINES TOGETHER, OR FILL WATER HEATER TANK WITH WATER BEFORE PRESSURIZING THE WATER LINES WITH AIR. THIS PROCEDURE WILL PROTECT THE APPLIANCE FROM DAMAGE AND PROTECT THOSE INVOLVED IN THE TEST FROM POSSIBLE INJURY. 70 ELECTRICAL SYSTEM TEST PROCEDURES 1. Perform the following test after installation and electrical connections to the home are complete. The grounding continuity test is to be performed before turning on electrical power to the home and the polarity and operation tests are to be performed after the electrical power is turned on. 2. Perform the following procedure checks for grounding continuity, polarity, and operation of the electrical system. A. Before turning "ON" the main circuit breaker, proceed as follows: (1) Connect one clip of a flashlight continuity tester to a convenient ground and touch the other clip to each light fixture canopy. The continuity light should come on if each fixture is properly grounded. (2) Using the continuity tester, check every direct -connected appliance or fan. The tester must be hooked to a convenient ground and to the metal frame of the appliance. (3) Using the continuity tester, check the continuity between the chassis frame and a. Metal gas piping. b. Metal water piping. c. Metal raceway below main electrical panel box. d. Between one riser of heat duct and convenient ground. (4) Any loss of grounding continuity found in (1), (2), or (3) above will require investigation and correction. NOTE CONTINUITY TO GROUND IS NOT REQUIRED ON METAL INLET OF PLASTIC PIPED WATER SYSTEM. WHEN PLUMBING FIXTURES SUCH AS METALLIC SINKS, TUBS, FAUCETS AND SHOWER RISERS ARE CONNECTED ONLY TO PLASTIC WATER PIPING AND PLASTIC DRAIN PIPING, CONTINUITY TO GROUND IS NOT REQUIRED. B. Turn "ON" the main circuit breaker and each individual circuit breaker. CAUTION A LABEL HAS BEEN PLACED ON OR OVER THE ELECTRICAL WATER HEATER BREAKER IN THE MAIN PANEL BOX. MAKE SURE THE WATER HEATER TANK IS FILLED WITH WATER BEFORE TURNING THE BREAKER TO THE "ON" POSITION. FAILURE TO DO SO WILL CAUSE THE WATER HEATING ELEMENT TO OVERHEAT AND FAIL. THIS ITEM IS NOT COVERED BY THE HOME WARRENTY. Proceed as follows: (1) Plug an AC receptacle wiring tester into each receptacle in the home to check for reversed polarity, open grounds and shorts. (2) Any reverse polarity, open grounds or shorts found will require investigation and repair. (3) Install light bulbs and fluorescent tubes if not already installed. Make sure each light fixture is operable by turning the appropriate switch to "ON" position. (4) Shut off all light switches in the home and perform test on smoke detector(s) in accordance with the manufacturer's instructions. (5) Repair or replace any defective items. DRAIN SYSTEM TEST PROCEDURES The completed drain waste system should be subjected to a flood level test as follows: . 1. The home shall be in a level position, all fixtures shall be connected, and the plug or cap installed at the outlet. The entire system shall be filled with water to the rim of the water closet (toilet). (Tub and shower drains shall be plugged.) 2. After all trapped air has been released, the test shall be maintained for not less than 15 minutes without evidence of leaks. If any leaks are found, repair them and re -test. If no leaks are noted after 15 minutes, unplug the system at the outlet and drain the water from the system. 3. The waste piping above the level of the water closet (toilet) shall then be tested and show no indication of leakage when the high fixtures are filled with water and emptied to obtain the maximum possible flow in the drain piping. 71 SECTION 8. FINAL INSPECTION PAGE FINAL INSPECTION CHECKLIST .................................................... 75 WINDOW PROTECTION PROTECTION OF WINDOWS AND SLIDING GLASS DOORS - WIND ZONES II AND III.................................................................... 76 73, FINAL INSPECTION CHECKLIST After the home installation is complete, check the following to assure areas or items have not been overlooked. 1. BOTTOMBOARD ❑ Inspect for any torn areas, especially around bottomboard penetrations. Patch torn areas with vinyl tape. 2. FOOTING AND PIERS Check that footing pads are of the correct size and piers are located at proper spacings. Check that blocks and wedges are tight. 3. ANCHORS AND STRAPS ❑ Check anchor spacing and make sure all tiedown straps are tensioned. 4. CROSSOVER CONNECTIONS ❑ Make sure the electrical, water plumbing, drain plumbing, gas piping connections are complete. Check connection of duct crossover to duct collars. 5. APPLIANCE ROOF FLUES AND FIREPLACE CHIMNEY ❑ Check to see that all roof flue penetration flashings are properly installed and sealed. 6. SHINGLE ROOF ❑ Inspect shingles to insure they are correctly fastened to roof sheathing. Check roof cap for proper installation. Make sure none are loose and that all holes in shingles are sealed. 7. EXTERIOR SIDING AND TRIM Check that there are no gaps, voids or missing fasteners. Make sure seams are sealed. 8. WATER AND DRAIN SYSTEMS ❑ If water to the home is.available check all faucets for operation and check each fixture P -trap for any leaks. 9. WINDOWS, -DOORS AND DRAWERS F-1 Make sure all windows, interior and exterior doors and cabinet drawers operate correctly. 10. INTERIOR DETAILS ❑ Inspect all interior finish details, such as molding, paneling and carpet. 11. ENTRY ACCESS 1-1 Temporary access installed at entry door. 12. CLEANUP ❑ Make sure the interior and exterior of the home has been cleaned from installation materials and debris. 75. PROTECTION OF WINDOWS AND SLIDING GLASS DOORS This home has not been equipped with storm shutters or other protective coverings for windows and exterior door openings. For homes designed to be located in Wind Zones II and III, which have not been provided with shutters or equivalent covering devices, it is strongly recommended that the home be made ready to be equipped with these devices in accordance with the methods recommended below. WIND ZONE II ONLY For wind storm protection, all exterior windows and sliding glass doors should be protected as shown in these details. Protected areas are to be covered with structural sheathing. The thickness and span ratings are shown in the table. The structural sheathing shall be labeled "APA Rated Sheathing Exterior" or equivalent. The sheathing shall bepplaced over the opening with the face grain running F�orizontal (i.e., the long side of the panel shall be level with the ground). Where any portion of any window or sliding glass door is within 3 feet from a corner of the home, the opening should be covered with two layers of sheathing, each of which meets the requirements from the table. The first layer is fastened as shown, and the second layer shall be fastened using a minimum 40d nails (0.131"diam. x 5" long) at 3" on center spacing. After the storm, remove and store the sheathing for possible reuse. Caulk any exposed nail holes In the home siding to prevent moisture and water penetrating into the exterior wall. STRUCTURAL SHEATHING TO PROTECT WINDOWS IN WIND ZONE II WIDTH OF WINDOW SHEATHING REOUIREMENTS UP TO 36" THICKNESS SPAN 15/32' MIN. 32/1 37" TO 46' 23/32' MIN 48/2 47" TO 72' 1 1/8" MIN 48' O.C. OPENING WALL FRAMING GLASS FACE GRAIN DIRECTION RATING g STRUCTURAL 4" 20d NAILS (0.131' X 4" LONG) SHEATHING (TYPICAL) IT IS RECOMMENDED THAT DOUBLE 4 HEADED NAILS BE USED TO FASTEN SECTION A -A • PLYWOOD TO MAKE IT EASIER TO REMOVE AFTER THE STORM. WIND ZONE II AND WIND ZONE III 2 X 6 LUMBER #2 GRADE OR BETTER (TYPICAL) 10-- WIDTH OF WINDOW —►I f—F-1 A A FACE GRAIN DIRECTION 1' MIN. FROM EDGE OF SHEATHING ATIVE 48" MAX. OPENING WALL GLASS FRAMING 2 X 6 LUMBER SECTION B -B 1 - #8 X 4" LONG WOOD SCREW INTO THE END OF EACH 2 X 6 OR—� 3 - 20d NAILS (0.131" X 4" LONG) INTO THE END OF EACH 2 X 6. R IS RECOMMENDED THAT DOUBLE HEADED NAILS BE USED TO FASTEN LUMBER TO MAKE IT EASIER TO REMOVE AFTER THE STORM. B After the storm, remove and store the lumber for possible reuse. Caulk any exposed nail holes in the home siding to prevent moisture and water penetrating into the exterior wall. 76 SOLID FRAMING OVER GLAZING ell" 10 DE TRIM f—F-1 A A FACE GRAIN DIRECTION 1' MIN. FROM EDGE OF SHEATHING ATIVE 48" MAX. OPENING WALL GLASS FRAMING 2 X 6 LUMBER SECTION B -B 1 - #8 X 4" LONG WOOD SCREW INTO THE END OF EACH 2 X 6 OR—� 3 - 20d NAILS (0.131" X 4" LONG) INTO THE END OF EACH 2 X 6. R IS RECOMMENDED THAT DOUBLE HEADED NAILS BE USED TO FASTEN LUMBER TO MAKE IT EASIER TO REMOVE AFTER THE STORM. B After the storm, remove and store the lumber for possible reuse. Caulk any exposed nail holes in the home siding to prevent moisture and water penetrating into the exterior wall. 76 SOLID FRAMING OVER GLAZING �� F ti AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 02 -Jul -2001 2001-0028454 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgynent 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: Date to — -acl — C, ( PROPERTY O RS: State of California ) County of ex'5ka ( ko ) On before me, personally appeared ' _ rsonaUy known to me (or proved to me on the basis of satisfactory dence) t4 be the person(s) whose e(s) is/are subscribed to the within instrument and acknowledged to me that be/she/tbey executed the same in his/her/their authorized capacity(ies), and that by his/her/their signal s) on strument, t rson(s) or the entity upon behalf of which the peon(s) acted, executed the instrument. / person(s) ature LYNNE P. MC CURRY Comm. # 1166343 ►A N NOTARY PUBLIC -CALIFORNIA N Sacramento County Nv Comm hfirat .im to 7M17 is Order No. 101952 -A EXHIBIT "ONE" The South half of the South half of the South half of the Northeast quarter of Section 8, Township 18 North, Range 5 East, M.D.B.&M., lying Easterly of the Oroville-Bangor County Road. EXCEPTING THEREFROM the Easterly 328.0 feet thereof. Said property being a portion of Aiken Loam Tract No. 1 , which map was filed in the Office of the County Recorder of Butte County, California, on September 11, 1928, in Book 8, of Maps, at Page(s) 43A and 44A. Assessor's Parcel No: 028-380-021 Y 7{ util.,MH }PERMIT NO. 6508-75P,E k P t E �r t4 M i SPH UTIL. PERMIT NO. PERMIT EXPIRES OWNER Gary Lucas CONTR. Owner LOCATION (A.P. 28-32-118 tE/S Oro Bangor, app. 9 mi. S. of Swedds Flat Rd., Oroville ' Ja 9 T �9�� /3olS' 9 d �a t 11 Temp. Power Pole Called PG&E Temp. Elec. Serv. " 7� Call d1PG&E —/o -iG i3 . Temp. as Serv. lied PG&E l 013 FINALED —76 (Date) (Signature/ COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) 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 7 Piers Roofing Sewer 2- -40 " -74'.'- GGarage 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 ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. I 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 I DATE REMARKS OR CORRECTIONS i v 9. Electrical A. Is service large enough to provide adequate Amperage to mobilehome (must equal rating of mobilehome with a minimum of 100 amp)'and other facilities on lots i.e., water pumps, garage, cabana, etc.? Yes No B. Is there proper clearances around panels?-Yes No C. Is power supply cord or feeder assembly properly fused? Ye S4 No� D. -Is continuity test satisfactory as per the following procedure? Yes No• 1. De -energize electrical wiring system of the mobilehome at the pedestal. 2.. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected, 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test. instrument to the mobilehome grounding conductor and apply the other lead to each mobilelidme supply conductor, including neutral,. 5. All non-current., carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder.assembly conductors. shall be connected to the!.site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and tag services. MOBILEHOME DATA / ,Manufacturer and/or Namestyle Length 2— Width 14 Vehicle Serial No. 4l2}C 4 //d - y State Identification No, Additional. Information or Comments: 1 MOBILEHOME INSTALLLjTNN INSPECTION CHECK LIST 1. Is the mobilehome located �v"th required separation from lot lines and buildings and generally conform to.plot plan? Yes No 2. Does the mobilehome have required clearances above ground? (Sec. 5085) Yes No 3. Are footings and supports properly sized, spaced, and braced as per approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes- No 4. Is the mobilehome level? (Sec. 5088) Yes No 5. If more than a single unit, are crossover connections properly installed? (Sec. 5088) Yeses No 6. Water A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes No B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yeses No C. Backflow - If coach is not State of California approved, does station have backflow device and pressure -relief valve? Yes_ No �N 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes No B. Does it have minimum k" per foot slope and is it properly supported? Yeses No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe? Yes No_)( D. If coach is not State of California approved, does station have required trap and vent? Yes No b 2m . 8. Gas Piping and Gas Vents A. Connector,- Is mobilehome connected to the gas supply with an�approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the mobilehome gas line inlet without reductions other than the mobilehome connector. Yes4 No B. Test OK as per following procedure? Yes_S,/ No 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4. Connect gas meter to mobilehome with connector, turn on gas, test connections with soapy water., C. Are all appliance vents properly installed? YesNo t�� ., .. , z �__sL-B�—s� yah , o --� TO . Buildi.ro Department FRCii Envirornent`1 Health RE: Sewage and/or ?Fater Clearance' ZA14 dyL r OCATION A.P# Has been approved for SL:.;AGE DISPOSAL C�l� 'JII F,2 SUPPLY a �G Sanitarian Date 4 i .� COUNTY OF BUTTE — DEPA'-RTMENT OF PUBLIC WORKS 7 County Center Drive Orov+lle, California 95965 Telephone: 534-'4541 APPLICATION AND PERMIT '..,-'......'•....a, ...v •,a. Vvu, v, nulla: lV GIIIGI urlull "la above-mentioned property for inspection purposes. Xa Date $ignatur of Permitee or Agent' Receipt No. 13 2 6 .P 2 This permit is hereby issued under the applicable provisions of the Butte County Code and/oroI tions to do work indicated above for which fees have be p 'd. DIRECTOR 0 P ELIC WORKS By White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant ilding permit expires Date _ 11 BUILDING Owner cl.v SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address -) f Tele hone No. r. replace Contractor Total Valuation Mai I i ng Address Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee $ i Building AddressrV PLUMBING No. @ FEE PERMIT FILING FEE $3.00 r O Each Trap 1.50 C Repair drainage or vent piping 1, 0 40 C/; z4e Water piping fG0 Each gas water heater or vent 1.50 A. P. No. �- S /:A Gas piping system 1 - 5 outlets Each additional outlet .30 Reles San' tion Fire Dept. Fire Zone Use Permit Building sewer EQA Parking Declaration Parcel Map 60' R/W Improve nts Lawn sprinkler system 2.00 IP Bldg. Plans ec'd Parc pproval T Plans Approval Permit Fee $ $ a� NEW❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Q Main service incl. 1 meter Additional raaAswTeeeh . - Single Family ❑ Duplex ❑ Mobil Home Others ❑ Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures b I Olr 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 Temp. Power Pole 5.00 License No.Misc. Classification wiring I am exempt from the Contractors License Laws of the State of California. Permit 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. .jam( I certify that in the performance of the work for which this �x 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.1 @ FEEPERMIT 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 $ '..,-'......'•....a, ...v •,a. Vvu, v, nulla: lV GIIIGI urlull "la above-mentioned property for inspection purposes. Xa Date $ignatur of Permitee or Agent' Receipt No. 13 2 6 .P 2 This permit is hereby issued under the applicable provisions of the Butte County Code and/oroI tions to do work indicated above for which fees have be p 'd. DIRECTOR 0 P ELIC WORKS By White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant ilding permit expires Date _ 11 TA -VIP -1 lOvk 1-0 rFA#h—f"-A-rC . m J �, - ' � —•meq p /v AD L. Q) AO ig S �0 _ o uA..�o rr 4, CAO U N . a•M IF AVAll utility • con.", s—she Q Q .� located within 4•.ft, ?u `side t h 11 �be—.-r—�- thiCd section-a'�?;v—rrnl,;le �•,� /00 on the left (road) fhe e rear homy side of i nobile�-��-home— , • WC Septic system and location' -o-be—as-p 'p Buff County Health Dept.. R = _ —�•1„�)e -- _---- —–qulrem-ents.. - The Se#bact:-shall-be-5-ft.-from L the side pr�perly line and 50 ft. from - --I---thecenter sne : tl�e rcrd, permi. ne" a maxi:Marn of a 22 fie. eave pverhrn This set of pl II is a tes-MUST-be- --n--NOTE:=All—Mrif--eriA-&--W-c� 6c,14 aip ShEsllT Be in kept on Aiob t all i'mes and i; is unlawful to Accordance with Rn�-^ryniied Gnnd ; Pf ;.c; ire - –}-mal:e-ani haec, , ,and -or clitaratiors-oniame without of a i¢�I nrelr� –for r 5 +ec �� n: fhe written pe issiol i frAm the Department of Public gilding, PlUrnbing & Machanical .Cods and --Works; _Uniform the National. Electrical Code. rVUTT E- 00 - a ;B-Ul-LDING-DEQ: RTMENT , � � _ . . i�, � .. .., . � �. I �� �� �_ � ;� � � -t COUNTY OF BUTTE' = DEPARTMENT OF lPUBLIC WORKS 7 County Center Drive 'Idref4.le, California 95965 �� �%/ TelepITbne: 534-4541 / ((% APPLICATION AND PERMIT BUIL N Owner SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address Telephone No. Fireplace Contractor Total Valuation �- Mailing Address Permit Fee Plan Checking Fee&/or Penalty lephone o./ b 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. •— Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F �Saen- Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration parcel Ma P 60' R/W Imp rovements P Lawn sprinkler system 2.00 Bldg. Ions Recd Parcel 4elleval Plan PProvol Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHERro ELECTRICAL No.1 @ I FEE PERMIT FILING FEE J$3.00 V OR Main service 100 AMP ORSLESS 5.00' Main service EA. ADD•L too AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home El Others ❑ Main service OVER 600V 25.00 too AMP OR Main service EA. ADD'L 1000 AAMMP 1.00 NEW CONST. DWELLING OCCUP. & OR ADONS. ACC. BLDGS. 20sgft NEW CONSTR. (MULTI -OUTLET NON•RESID. ( BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS & NON•R ESID. (SINGLE OUTLET CIR. 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 s / ....�� � (J� Ex. Occup(OUTLETS OR FIXTURES)50 @252 101 FIXED APPLNS. OR ExOccu . p. ( OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 i License No�/.,, S Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit 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. 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. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fe $ $ 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 OTAL PERMIT FEE $ 0 authorize represeniat(ves of ine.,;ouniy of butte to enter upon the above-mentioned property tor`insp ion purposes. xz �.�/o71— Date �4' Signa ure of iOer4ite or -Agent Receipt No. �se> 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 be aid. I CTOR F UBLIC WORKS By Date J-7-'7 k uilding permit expires Date 7 MOBILEHOME SUPPORT- DkfA . Mobilehome Mfr, 4 Setup Model No. Yeazc Width �� (ft.) Length .. t.) -Expando Size _ ft.x ft. (Draw support details below) . On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets .(if. not .on file with the County of Butte). Sin le -* Footings- (check.one) A, I • 1 Woodeither A pressure treated or i Center Center Support �- ''�.' fdn.`grade.: Support Footing Sizes Locations (in.) /�,.2. • e d. 3. Other, 'specs. y in. in. in. Supports (check one) /z Concrete block 17 ���1. 2. Co cee-piers ��n� 3. 6-tewl-p±ers Typical Support % Footing Size *1n. r� Max, Pier. ............. �- Spacing 'in. ft. in.) - (in.) (in.) Overhang ._ 1n. *If center piers are other than drawn above, draw in locations, spacing, and dimensions, 1. Owner's name: 2. Installer's n4 BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 3. Is the site currently under permit? Yes No (If yes, furnish permit number �� �- S— ) OR Is the site an existing site? Yes / / No /T1_ - (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away om septic tank and leach fields and clear of all setbacks and easements? Yes No V / ( If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- Amps 6. What is the mobilehome site service rating? --------------------- i-- Amps 7. What is the mobilehome site circuit breaker rating? ------------- _T�. Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes No (If yes, identify the load and size: T_(Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- -(in.) 10. What is the type of gas service? ----------------------------- Natural / / LPG 11. What is the gas pipe length from meter or tank to the mobilehome? (ft.) 12. What is the mobilehome gas demand? ------------------------------ (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) (BTU) BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. A801 -160Z Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.,, , ZONING 195 OW ER me w �/�/ PHONE NO ' �`� r� 12-`�_5i 23 OWNER'S ADDRESS /l v ���✓ G w� a 0 v' /Je LOCATION OF BUILDING e Q Dov USE OF BUILDING /M K ct0 N Mow"s �ed z" SIZE OF STRUCTURE 'Z 7 3 �o � —'X _ - SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL K CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $A oto AG Building shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT 55 SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. /7 n Date /) ��S - O/ / Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a buildin er it. �-3I c, �2 FLpQD PAR L P.J F Receipt No. �f J � Mantv ager Building Div' ' Y Datee26101 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant NOTES RESIDENTIAL 028-380-021 01-1762 i SWANEY, CHARLES 6271 ORO BANGOR HWY. ORO F CONT: OWNER �MH OPEN DECK 11 SPECIAL CONDITIONS II SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) —117,0(01 Signage CHECKED BY V=OK 0 = Not OK - = Not Applicable =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & 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; 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. Exils; 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 DEC OVER , CARPORTS GARAGES (Plans) OK except #'s t90 ni Requirements -Setbacks• Easements otings; Soils-Size•Depth-Spacing-Connectors-Steel 3. Decks; Girders and/or Joists- Decking- Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rhrs.-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 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-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 B-1 Date Card B-1 ✓ = OK 0 = Not OK -= Not Applicable RESIDENTIAL (Single & Duplex) KIM -Read _ y 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.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped Date 6. Stemwalls, Garage; Steel- Blockouts-Wrapped Date 6a. Hold Downs and Special Anchors Date 7. Slab, Steel -Wrapped Date 8. Piers -Fireplace Ftg.-Steel 44. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Headers & Beams -Size & Bearing 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 54. 11. Water Pipe; Test -Anchors -Regulator -Service Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 12. Electric Underground 57. 13. Plenums & Ducts; Clearance -Material -Support -Ins. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 60. 15. Access & Ventilation Date 16. Insulation 69. Stairs & Rails Date 70. Card B-1 Date- Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. 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 79. Insulation -Foam -Looked in Attic Date 80. Card B-1 Date Card B-1 Date 81. Card B-1 Date Card B-1 Date 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 AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ 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 Date Card B-1 Date Card B-1 Date Date 40. Card B-1 Date Card B-1 Date Walls Studs -Nailing Spacing & Braces -Plates -Sound Card B-1 Date Card B-1 Date 43. MECHANICAL (Permit) OK except #'s 44. 35. A.C. Ducts Insulation & Support Headers & Beams -Size & Bearing 36. Vent Fan, Exhaust above insulation 54. 37. Condensate Drain & Overflow, Size & Grade Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 57. 39. Attic Access & Platform if Furnace in Attic Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels G.F.I. & Bath Fixtures & Tub Access -Spa Date 68. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills 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 Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Rolf 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 T -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-Mech. 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 Q Yes 82. Following Insild./Drive J Yes J NoMalks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance 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 Dale 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 P IT (Rev.12196)"APPLICATION AND PERMIT it I ASSESSOR PARCEL NUMBER 028 -3$0 - ZONING BUILDING PERMIT OWNER CHARI'FS SWANEY TELEPHONE 1751-1476 SO. FT. OCC. BUILDING VALUATION open 3 024 . OWNERS MAILING ADDRESS 6271 ORO BANGOR HWY . OROVI= CA 95966 CONTRACTORS NAME V WLYL�LI TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $33,024 ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAULING ADDRESS Plan Checking Fee $ 40.95 BUILDINGADDRESS -J.—IJP. WR—HW 7 WWII$ Energy Plan Checking Fee $ PERMIT FEE $ 123.95 LOT NO. SUBDIVISIONS NAMEPARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome X) 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 ❑ Other IX Describe Work: OPEN DECK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.A 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. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lafor 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 46.00 WEE200A CCU000A NEW CONST. DWELLING OCCUP. OR ADDNS. ( i ACC. BLDS. SO 3.5¢FT, No IDT MULTI.OUTLET @7,50 POWER APPARATus 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES SA .5o Ex. Occup.Gnx Ds Ra GR, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S . WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed 0 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 _ D Signatu o�cant - 13 Owner Contractor 13Agent An OSHA permit is required for excavatio s over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ GCC CONST. TYPE TOTAL FEE $123.95 HAZ. D. ES IMP FLOOD _ CDF PARCEL PO H ISS This permit is hereby i uedodunder of the utte unty e and/or inr w ick fees have Big PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. �% Date ` a 7V Dafe Receipt No. 324983 3.95 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT l.Vuty I T Vry uTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Count Center Drive • Oroville, ,Califorinia 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT AQSI?SQORPARCaNI,IMBER G, noNna BUILDING PERMIT LOAb / OWNEA l✓_ � l� "� 7 SO. FT. OCC. BUILDING VALUATION owNER 0 • / V — COMMCT�iQ-W1�l-: _.-,. •. TIIEP►gNE CONrRACTOR9 MAalNO ADDRESS CONSTRUCTION LENDER LENOER9 MMUNO ADDRESS Fireplace Total valuation S ARCHITECT OR ENGINEER UCENS! NO. Flin Fee S 20.00 ARCNTECT OR o+DwEOL9 MAUNo ADorLEsa Permit Fee $ _ Plan Checking Fee E QuaDQ+O ADOREss -�'7 .�/ _ G/� 61 Energy Plan Checking Fee S $ LOT NO. eueavrsLDN9waME ►ARCL L MAP PERMIT FEE $ '?)� PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE Each Trap7.00 Solar or heat um water heater 23.00 SF ❑ Duplex O Mobllehome Other Water piping 15.00 sPL3cIFr TYPE OF WORK Each as water heater 15.00 Gas piping s - 5 outlets 15.00 New O Addition ❑ Remodel O LXRW9 O In on O Other W Building sewer 15.00 Describe Work: f)LVAt% Mobile Home S G W 020.00 PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 -•— , Main Service OOOV OR LESS OR LESS 23.00 Main Service ""TO NMDA 46.00 NEW CONST. 1� OR ADONs. DWI' � occuP 3.Sdp°. MW GONST. NON.REBID. mulmumEr Q7.50 1 Jv POWER APPIW►TU8 �/�4I ! a sINOLE OUTLET CIR • I { EX. Occup. OUTLET OR FIXTURES p 0 t.ao \ Ex. Occup.�D9MaIDJOEEn 5.00 I Temporary Service 23.00 Mobile Home Facilities 20.00 • Misc. Wiring23.00 — PERMIT FEE t *PERMIT FEE PAID MECHANICAL PERMIT Filing Fee 20.00 — Heating Sm - - Cooling SHERIFFHood 8.50 Ventilation OTHER PERMIT FES S Mobile Home Installation Fee $ Energy Inspection Fee S a acX CONST. rPL: TOTAL FEES 2 �� AMOUNT RECEIVEC � Z �� NAZ 1 D. FEES I IMP FLO00 I COF PARCEL PO ND ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work *RECEIPT NUMBER Indicated above for which fees have been paid. �J * TO BE PVT INTO COMPUTER By Date PERMIT EXPIRES ON Metal : -AW-.- "Tper .11111,011— r W COUNTY, OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT APPLICA TION DA TA SHEET OWNER: ASSESSOR PARCEL NUMBER: `�AmAvr Proposed Building Use: ID- V, Building Inspector: Date: At time of permit applica on, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 1. All iiems have been submitted .---------------------------------------------------------------------------- ot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- omplete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered 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 ---------- 0 10. Fees of $---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. (RI 3. Flood elevation certificate. ----• anitation and plot plan appro% ❑ 15. City of Chico plumbing permit. Department. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: 1118. 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 ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. ---------------------------------------------------- 023. Owner -Budder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- ❑ 24. Letter of signature authorization.-------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- ❑26. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. --------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: When'you issue the ermit pro as follows ❑ Mail to owner, ❑Mail Telephone `14 ss and hold for pickup at Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: office° ❑�eliver with inspector. ilay Date: Date: 0 By: Date: By: (Date) ere 1. Index permit application for the above items numbered: ❑ 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 iv'sion 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. OWNER=BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1._ personally plan to provide the ajor labor and materials for construction of the proposed t --�roperty imp ovement :YES NO ❑ 2. JHAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: 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: CITY: 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 S '' UY_0WNER• SOCIAL SECURITY NUMBER: DATE: �--) — I NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 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 NOTES RESIDENTIAL V-1-8-380-021 01,l53 S WANEY, CHUCK 6271 ORO BANGOR HWY. ORO CONT: D & D HOMES MH PERM FND EX SITE of .-/ %�Z THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (TI -11 INSPECTOR MUST RETREIVE) (2) STATEMENT OF FACTS (ONLY ON NEW MH'S.) INSPECTOR TO VERIFY SERIAL & LABEL #'S SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address i Dm I ELECTRIC Meter By Date JOB FINALED (Date) Signature V= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /'L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE ME INSTALLATION (Plans) OK except #'s . Zo ' g Requirements -Setbacks -Easements b -footings; Size -Spacing -Marriage Line Gas H Test -Demand -,Valve -Connector lect ' ity; MH Test -Crossovers -Breakers -Clearances rai Test -Fall -Flex Connector at Test -Regulator -Connector ater and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cent. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Permanent Foundation Only; License Decal Date 6 e/ Card B -1W Date Card B-1 Date Card B-1 Date Card B-1 �0, t 'I 6.0 l FL ll 7 A 2/3 13, .�8�7 P f/4/o/ Cajelvlcl .14 .l A 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 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- 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 B-1 Date Card B-1 J = OK 0 = Not OK r - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s I Date FRAMING (Continued) 46. 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 49. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Fig. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 4. Fig., Porches & Decks; Soils -Steel-/ P' Fig. Depth 52. 5. Stemwalls, Main; Steel-Blockouts-Wrapped Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 6. Stemwalls, Garage; Sfeel- Blockouts- Wrapped 55. 6a. Hold Downs and Special Anchors Siding -Nailing Veneer 7. Slab, Steel -Wrapped 58. 8. Piers -Fireplace Ftg.-Steel Shear Walls; Nailing -Bolts 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 61. 10, UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Infiltration -Walls -Windows 11. Water Pipe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground Card B-1 Date Card B-1 13. Plenums & Ducts; Clearance -Material -Support -Ins. 63. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies Smoke Detector 15. Access & Ventilation 66. 16. Insulation G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Stairs & Rails Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance PLUMBING (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 17. Water Htr.; Vent -Access -Combustion Air Baffle 75. 18. Water Pipe; Test & Anchor -Nail Protection Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 78. 20. Shower Pan; Test, First Floor -Tub Access Insulation -Foam -Looked in Attic 21. Test Tub & Shower, Second Floor -Tub Access 81. 22. Gas Pipe; Sixe & Anchors Clearance Looked under Floor C) Yes 82. Following Insild./Drive D Yes D NoMalks J Yes J No/Planters J Yes J No Date Stucco Brown -Finish Card B-1 Date Card B-1 Date 85. Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing ELECTRICAL (Permit) OK except #'s Exterior Elec. Trim, G.F.I. Receptacle -Underground 23. Fixture & Transformer Clearance -Ins. Protection 89. 24. Elec. Receptacles Spacing -Lights & Switches at Doors Corrections from Previous Inspections 25. Size Boxes & No. of Conductors Stapled 92. 26. Romex Installed Close to Edge of Studs & C.J. Energy Compliance Certificate -Other Certificates 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 AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills 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 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Rolf 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-Mech. 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 C) Yes 82. Following Insild./Drive D Yes D NoMalks J Yes J No/Planters J Yes J 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: r+�',--- ....-."��.-�.rosY�.-�c,-*►-.tart-�t.Ci+i,i`,",i'�:�'`t'•. o ri• ' COUNTY OF BUTTE s BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 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 be corrected. Please notify 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. I) mar -fldA'. exs o -j tines S� dVACeGe?c-A 4o-4el C- 6 -O/ 4_j z� Date REV 10/92 Inspector Y ■ �. 1 • i 1 1 \ 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/raddress and should be corrected. Please notice this office when correction of work is com9leted. If you have any questions pertaining to this matter, or need additional explanation, ple se contact this office immediately. t -15d /'OC--Cj -?1)1, 1,-, J, k— �c- In L Date Inspector REV 10/92 BUILDING PERMIT NUMBER: 01-1653 Address or.location of unit: 6271 ORO BANGOR HWY. OROVILLE, CA 95966 Legal Description of Real Property: A.P.028-380-021 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: CHARLES W. SWANEY & LYNNE SWANEY Owner's address: 6271 ORO BANGOR HWY., OROVILLE, CA 95966 INSIGNIA OR HUD NUMBER: RAD 1333205/6 SERIAL NUMBER OR V.I.N.: CAFL117A/B 24817 -SC 13 MANUFACTURER'S NAME: FLEET OD YEAR: 2001 OFFICIAL APPROVING INSTALLATION:f�C'L DATE: 8/20/01 PHONE: (530) 538-7541 H.C.D. 513C RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION i COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 22 -Aug -2001 2001-0037778 Has not been compared with original BUTTE COUNTY RECORDER _ SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. i nis uocument is evidence that such locai agency has issued a certificate of occupancy for instaliation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexedby the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. CHARLES W. SWANEY & LYNNE SWANEY REAL PROPERTY OWNEMESSOR 6271 ORO BANGOR HWY. MAILING ADDRESS OROVILLE, BUTTE, CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OVILLE, BUTTE, CA 95965 Cl* COUNTY STATE ZIP -1 53A (530)538-7541 gyi7ffBj�,�_� TELEPHONE NUMBER 8/20/01 SIGNATURE OF LOCAL AGENCY OFFICIAL I DATE NONE DEALER NAME (if rat a dealer sale, write 'NONE") NONE MAILING ADDRESS DEALER LICENSE NO. CITY COUNTY STATE ZIP UNIT DESCRIPTION FLEETWOOD 2001 SUNCREST 560-3B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMENUMBER CAFL117A/B24817-SC 13 25'8" X 60' RAD1333205/6 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNWLABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. #028-380-021 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK -App licant GOLDENROD - Building Dept. LEGAL DESCRIPTION A.P. 4028-380-021 All that certain real property situate in the County of Butte, State of California, described as follows: THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B.&M., LYING EASTERLY OF THE OROVILLE-BANGOR COUNTY ROAD. EXCEPTING THEREFROM THE EASTERLY 328.0 FEET THEREOF. SAID PROPERTY BEING A PORTION OF "AIKEN LOAM TRACT NO. 1 ", WHICH MAP WAS FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON SEPTEMBER 11, 1928, IN BOOK 8, OF MAPS, AT PAGE(S) 43A AND 44A. 06/26/01 10:56 BIDWELL TITLE CUSTOMER SERVICE 4 9167519096 NO.405 P003 IIIIIIIIIeIIIIIIIIIIIInIONlllll RECORDING REQUESTED BY.- Y:Fidelity National Title of California Fidelity Ese►ow nlo. 10`1952 -TR Title Order No. 00101952 Recorded I NEC FEE 19.60 Official Records I TAX When Recorded Mall Document Count Of I 41.80 ME and Tax Statement To: CANDACE J. GRUBBS I Mr. and Mrs. Charles W. Swaney Recorder ROSEMARY DICKSON I 712 Qnens Ave Ass09tMAM3stant Yuba City, CA 95991 0& -mar -2001 I Pagel of 2 APN: 028-380-07-1 GRANT DEED SPACE ABOVE THIS LINE FOR RECORDER'S USE The undersigned grantor(s) declares) Documentary transfer tax is $41.80 I X ) computed on full value of property conveyed, or ( ) computed on full value less value of liens or encumbrances remaining at time of sale, ( X J Unincorporated Area FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Beth Anne Griffin, An Unmarried Woman, hereby GRANT(S) to Charles W. Swaney and Lynne Swaney, husband and wife, as mint Tenants the following described real property In the uninc Mrated area County of Butte, State of California: SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF DATED: February 28, 2001 STATE OF CALIFORNIA COUNTY of BME ON t tARCFI 1, before me, !ERRI A. -M71N. NOTARY ' personally appeared personally known to me (or proved to me on the basis Of satisfactory evidence) to be the personis) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness y :hand and official seal. Signatu Beth Anne ri 1n E USTIN 1Collfomla p. OCT 24, MAIL TAX STATEMENTS AS DIRECTED ABOVE 1'0-213 Mev 7/96) GRANT DEED 06i28i01 10:56 BIDWELL TITLE CUSTOMER SERVICE 4 9167.519096 NO.405 P004 Eeuvw No. 101952 -TR Trov order No. Col 01952 EXHIBIT ONE The South half of the South half of the Northeast quarter of Section 8, Township 18 North, Range 5 East, M-D.B.&M., • lying Easterly of the Oroville-Bangor County Road. EXCEPTING THEREFROM the Easterly 328.0 feet thereof. Said property being a portion of "Aiken Loam Tract No. 1", which map was filed in the Office of the County Recorder. of Butte County, California, on September 11, 1928, in Book 8, of Maps, at page(s) 43A and 44A. STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY ': : . ':►d DEPARTMENT OF HOUSING AND COM1IUNI T Y DEVELOPMENT DMSION OF CODES AND STANDARDS REGISTRATION AND TITLING PROGRAM''^ STATEN NT OF FACTS This unit is a: [,:21 Mobilehome ❑ Commercial Coach ❑ Floating Home ❑ Truck Camper Decal (License) No.(s) Trade Name I Serial No.(s) leet Guo o (1 S I/We, the undersigned, hereby state: I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. We certify under penalty of perjury that the foregoing is true and correct. Executed on a-04at 12 y � le (Date) (City) Signature(s) /c N Printed name(s) Wit/ City 0 �/�� / ( , State ? HCD 476-6 (RFV 9191) 0-/�;L (State) AUG -21-2001 14:5? D&D HOMES 9167519096 P.01i01 EVELOPMENT rj'V 1 � � To PAO LN From I}O M 6./DePL Co. Phone # 2-' Phone # 10 C016mumI V SAND STANDARDS LOUSING PROGRAM RTIFICATE OF ORIGIN Fes# Fex# ------ - )UPUCATE MCO-ENY. ORIGINAL MCO NO• MA FACIURED HOME MU TMUN ED I NUMBER OF 2— ERFD (S(NGLE.FAM..ILY DWELLING) � MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS _ -- COMMERCIAL COACH= OCCUPANCY GROUP .... cerT iRLit � IC_ENSE Nl1M9ER: 1?LEETWOOD 11ONBs Op CALIFORNIA, INC. MANUF;A TUR ADDR SS: 18 N. P10 AVE. �LTOQDLIIND. • CA: p0 BOX 1308 '� t. ' ._• .. _ State 881 .. .•- ....•�n fNOOEt NAME ANDAOR NUMBER: ANUFAGTUHtN IKAUL l fwr-. 5603E 2002 6UPTCRBST TCALIF. DEALER NUMBER OR OF DEAL ER OR TRANSFEREE (OWNERSHIP TRANSFERRED TD) TRANSFEREE DESIGNATION: py$BTATOOD RETAIL CORPORATION OP CALIPORNIA i 1061581 -CI YDpA CITY sOA ONSTOTT RD NVENTORY CREDITOR NAME: w: NTORY CREOTTOR ADDRESS: 2150 0wri-119TR STRMT• HOUSTON T8 308; 1�I1CD INSIGNIA OR MID LABEL NUMBER SECTION _° MA1N1fACTURER SERIAL NUMBER HAI ... . _ .. 9534 SUGGESTED RETAIL PRICE: 95776 ' DATE OF MANUFACTURE: 07/27/2001 DATE OF TRANSFER: 07/27/2001 CA 95991 TX (ZIP) 77008 LENGTH WIDTH _WEIGHT YRANSPORTER NAME: i n 'DIP TRANSPORTER ADDRESS: sj6 . BOX .179. .. • . C DjiRHa 1M Slate (ZIP)9 5 9 6 8 DESTINATION FOR UNIT DESCRIBED ABOVE: i Slate S I wrWy under PanMy of P +n nem the tan at tl+e Stele of Catlftxrdo ere1 tIa 00- rods era tru@ aro ="CL C Exewad an 0 i / 2 7 / 2 D A 1• et LO (County) (Sleta) i (DO18) (Cb) �&L SIGNATURE OF AUTHORED AGENT:.~ I ORIOIN�t (PINq FDitWARD'TO THE INVENTORY CREOffOR UNLESS THERE IS NONE THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFERIiCj. CDCY i -. O THE DSP bT P. O.9M.10A.AACRMAENTO. CA 85812-1828, WITHIN FIVE (S) DAYS OF RELEASE. �OpY •(vELLOW)- � ' TO THE TRAWS R TO ACCOMPANY THE UNIT TO IrfS DCSTINATION- COPY 3 (GOLDENROD) TO BE RETANED BY TILE MANUFACTURER MCO 483.0 . Side 1 • (1187) TOTAL P.01 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541©f PER IT NO. (Rev. 12/96) APPLICATION AND PERMIT '%3 ASSESSOR PARCEL NUMBER 028-330-021 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS 627E 1539 R 0 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 281-90 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 6271 ORO BANGOR HWY. OROVILLE CA 95966 Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EX Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New [X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: NEW MH PERM FND EX SITE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home ISI GI W Q20.00 PERMIT FEE $ 50.00 ELECTRICAL PERMIT Fling Fee 20.00 800V OR LE 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.P License Class C—L�--- Lic. No. �� 5 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. ❑ 1, 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 jwftrmance of the work for which this permit is issued. er'l 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 C..'. -P Policy Number g0-4 39 a — 0A (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 forthwith comply wi t e pr isions. X % Date �S/� 1 _ Signatu of Applicant - ❑ wne ntractor 8 --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. DWELLING OCCUP. OR ADDNS. ( & ACC. BUDS. SO 3—y FT. NON-..,. MULTBRANCI.OUTLET @7.501 OWER APPARATUS 8 SINGLE 011TLEr CR. .00 EX. Occup. OUTLET OR FDCTURES BAL @ 1.w Ex. Occup..ODUT�R� °� 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 FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 374.50 FEES IMP FLOOD CDF PARCEL I PD 1 HD X ISSUE X This permit is hereby issued under of the Butte County ode and/or indic for w ich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 7 13o -7113' 0'� ate Receipt N0. . E2 ` I WHITE-D.D.S.-B.D. CAN Y -ASSES OR PINK -INSPECTOR GOLDENROD -APPLICANT MOMES OVER 20 YEARS OF SERVICE. SELECTION. C VAIUE Butte County Building Dept. To Whom It May Concern: D & D Homes is aware of the fact that the home being placed on Parcel No. 028-380-021 will go on a permanent foundation. Sincerely, Nathan Bonner — J General Manager (/ D & D Homes I 880 Onstott Road Yuba City, CA 95993 (530)751-9094 9 Fax (530) 751-9096 COUNTY OF BUTTE - DEPARTMENT OP DEVELOPMENT SERVICES - BUILDING DIVISION 7 Count Center Drive • roville, County California 95965 Telephone (530) 538-7 1 (Rev. I12/96) : APPLICATION AND PERMIT / /�,� 5 'IT NO. ASSESSOR PARCEL NUMBER L ZONING `66 - 011 BUILDING PERMIT T[ OWNER SO. FT. OCC. BUILDING VALUATION OWNERI MARINO ADDRESS CONTRACTOR'S CONSTRUCTION LENDER LENDERS MNUNG ADDRESS ARCNfrECT OR ENGINEER LICENSE NO. ARCHMTECT OR ENGNEERI MALING AD - SULD W 0 ADDRESS LAT NO. I BU90MSION'BNAME I USEOFSTRUCTURE SF ❑ Duplex O Mobilehome O -Other TYPE OF WORK New Addition ❑ Remodel ❑ Utllities ❑ installation ❑ Other ❑ Describe Work: ILU *PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED $ 301/:50 *RECEIPT NVMSER _ � 216 �� * TO k PVT INTO COMPVTER Total Valuation rwn res t Permit Fee 5 (0 3 °U 2 t Plan Checking Fee $ Energy Plan Checking Fee $ S PERMIT FEE t PLUMBING PERMIT GO 20.00 Y—� Gn Feel 20.00 Each Trap Solar or heat um water ovnET OR FowMmEs WaterpipingEach Ex. Occu as water heater or 5.00 Gas I in stem 1 - 5 ouBuildin Service sewerMobile Mobile Home Facilities Home S G W Misc. Wiring 23.00 PERMIT FEE t SO. C, 0 ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 600v OR LESS 200A0j LESS i ServiCA -- TO toaoA 23.00 48.00 NnE HEW CONST. DWS, NG OCCUP. OR ADDNS. i ACC. BLD.. 3.5¢F°. NON•RE.ID. % MULTFOUTLET ~•+a ) @7.50 Ex. Occup. ovnET OR FowMmEs -@1 .00 1141-.50 Ex. Occu FDMO O,�APPa SFA 5.00 Tem orar f Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 1 t MECHANICAL PERMIT I Fling Fee 1 20.00 8.50 PERMIT FEt: t Mobile Home Installation Fee S Energy Inspection Fee b OccCONST. TYPE ` `- j O j TOTAL FEE $ `//U.� ci j NAZ. p.`FEEg IMP I ft !DF I PARCEL PD NO ISS 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 PERMIT EXPIRES ON Date '��i T� `MTMM ;1'l COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION r 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 0 /1t, r°K ASSESSOR PARCEL NUMBER: Proposed Building Use: X il'1 I+ On !±(M n✓i Building Inspector: TP Date: ►7 – $– d At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted .-------------------------------------------------------------- -'---------------------- "Gl►�. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- '14. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- 118. -------------------------------------------------------- ❑8. Hazardous Material Form. ------------------------------------------------------------------------ Th 9. Manufactured Home data and installation instructions including Tie Down Specifications. 1110. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees.--------------------------------- ❑ Flood elevation certificate. ---------------------------------------------------------------- Sanitation and plot plan approvalCr U r_ Health Department. ------------------- ❑ 15. City of Chico plumbing permit. ---------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- 1117., --------------------- ❑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). ---------------------------- 120. Pre -inspection for M H P-e(m rnel. required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 1122. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- 024. Letter of signature authorization. ------------------------------------------------------------ 7------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existingviolations and/or'm.H. ired ermi .----------------------------- --------------------------------------- --------------- P ---- El 29. ❑433 A,�Grant Deed, Title, Check to H.C.D $ `�� • Gtl --------------- 1130. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑ Telephone 62 '�2" 5lo to 2 and hold for pickup at 0001 o .0D ver th inspector. I er(� Ashwa��h Applicant: —Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution, Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ 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 Divi 'o unter, 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.H. USE ONIY Plot Plan Attached Floor Plan Atl4ched Sant to TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposals Water Supply: Public Private Well Clearance for dwelling. Other d,4 a-. ► )w- I 1 ) n( <;;;-c Ag, -"I) Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Lh� � 1 '+-,3- 0 Date IN --------- _IX 2 V 2 4640 3280' .36" F=_F 2 3-D I T FL; PA -N -,-?y 60" X1110 c" 28 - ----- 28 MASTER BEDROOM 3658 S T-4" 1 -roc- Y NOES: S: 1. 2. 30 [mix 1 .-Y, Siynafure is K 11 �711 D ;-PC 60^ it /s Lj Ir hi I R R OR I' cc 27'-4" u CPT COOLER 28 L -Jt2 83 � R 0 0 M —#73-- GREA-T Room DINING AREA 3658 3658 3658 3653 9.-4.. ----------------------- ""'I ----------------------------- sw 25 IC U) Z V 0 3680 Q-10 SEDROOM #2 an 4658 6 0.. 16'-0" svi BY' H�SULL�IVAN�SCAE. M CD E!_NO. SERIAL NO. _7.-3 Ari f rNAT:. �16"= V_0" i I A7 11 El El A&%* , I , �% 9� � •-2 .a s� 6t«� #� � m •m.a :, a «�: V Y • ' � _ e f ���- •. REC JRD"IN'G REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION , COUNTY CENTER DRIVE OROVILLE CA 95965 Z00 1—GD037778 Recorded Official Records CoBUTy Of CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:41AM 22 -Aug -2001 REC FEE .00 CONFORM .00 Vickie Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property -and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. CHARLES W. SWANEY & LYNNE SWANEY REAL PROPERTY OWNER/LESSOR 6271 ORO BANGOR HWY. MAILING ADDRESS OROVILLE, BUTTE, CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY COUNTY S7ATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS ZOVILLE, BUTTE, CA 95965 f n COUNTY STATE ZIP -1653 / 1, 1 (530)538-7541 OF LOCAL NONEy DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. TELEPHONE NUMBER 8/20/01 DATE FLEETWOOD 2001 SUNCREST 560-313 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEMUMBER CAFL117A/B24817-SC13 25'8" X 60' FAD1333205/6 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P.#028,380,0211 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. j, LEGAL DESCRIPTION A.P. #028-380-021 All that certain real property situate in the County of Butte, State of California, described as follows: THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B.&M., LYING EASTERLY OF THE OROVILLE-BANGOR COUNTY ROAD. 1. EXCEPTING THEREFROM THE EASTERLY 328.0 FEET THEREOF. SAID PROPERTY BEING A PORTION OF "AIKEN LOAM TRACT NO. 1", WHICH. MAP WAS FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON SEPTEMBER 11, 1928, IN BOOK 8, OF MAPS, AT PAGE(S) 43A AND 44A. I Building Permit Number: Owner Name: �XGP/V1 C( Pte' Residential Construction Requirements D PORTANT 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 may be screened or covered with other devices that will permit automatic entry and exit of floodwater. 0 Page 2of 2 Building Permit Number: 0 q — a 5 Z S" Owner Name: 44 iewlra e -r 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 overhangs shall be clear of all easements. A setback of feet from the side and �30 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. CDF FIRE SAFE REQUIREMENTS 028-380-021 BP -04-2575 Alexander AP# PERMIT.# NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail -ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100.feet radius; 2 feet to those from 100-200 feet. [X] 2. the length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.11 Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. . 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. 1 CDF FIRE SAFE REQUIREMENTS r 028-380-021 BP-04-2575 Alexander AP# PERMIT # NAME Fuel Modification , 1276.01 Setback for Structure Defensible Space [X] 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [X] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements [ J If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves [ ] If Building Setback is Less Than 15 Feet — Class A or B roof with enclosed Eaves and: Choose any 2 of the following: Metal or no doors on side toward property line with insufficient setback Interior automatic sprinkler system per NFPA 13D Glass area not to exceed 10% of wall area toward property line with insufficient setback Siding from the following list: Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department approved materials 09/09/2004 Darren Read Date. Signature N °1 Department of Public Works �0 C o u n t y o f B u t t e O J. Michael Crump, Director LAND DEVELOPMENT DIVISION 0 Storm Water Management Program l 7 County Center Drive Oroville. CA 95965 A�e (530) 538-7266 LIC Woa,�S (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN 1 ACRE Project Description: * N C L 0 �- Ev 46a C. �N Project Location and/or Parcel Number: ozP 380,G2-1 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other, sanctions provided by law. Signed: Title: q Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/12104 ,:::i SITE PLAN REVIEW APPLICATION Date: �� D Q AP# G.2$'-3 r0 _0,-.1 Permit Number (if applicable) APPLICANT INFORMATION Owners Name: 1 16 Owners Address: Telephone No.: Situs Address: Proposed Use: 4 V -o2S7s Parcel Size: IIn 5 �y-7 90 q • Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel M bil H 14 U e ome Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 10 Site Plan Stamped Approved By Date d Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 00007616-25D Index Date: IflU16o ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------ ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A— 5 Applicable Building Setbacks: Front Zoning Code 020 f Streets & Highways Fire Prevention Subdivision Map Side S� d Side Street Rear s ' Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 14 1 Applicable. D.evelopanerdt Fees: Standard Fees Amount ❑ Fire ' ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------------------------- Subdivision Map Special Fees Formula ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with C ty Standards for Deed Creation:[] No ❑ Yes Comments: _ &J Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: ' ? Page: q 3 6+q3.8 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ 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. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. , Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa ON Page 4 of 5 k. 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:1Larrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP042575 LICENSED CONTRACTORS 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 Issued Date: 10/27/2004 APN: 028-380-021-000 the Business and Professions Code, and my license is in full force and effect.G� Li Licens/e Class: Li�1cense Number{: Site Address: 6271 ORO BANGOR HWY BAN Date: G �% OCT Contractor. 4 0 L 4"`L 0C'2S Map Index: Description: ENCLOSED PORCH (360) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: TERESA ALEXANDER permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 6271 ORO BANGOR HWY signed statement that he or she is licensed pursuant to the provisions of OROVILLE, CA the Contractor's State License Law (Chapter 9 commencing with Section 95966-8248 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Applicant: RAL BUILDERS Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 11634 FAIR OAKS BLVD provided that such improvements are not intended or offered for FAIR OAKS, CA 95628 sale. If however, the building or improvements are sold within one 916-961-2242 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of ralsacramento@aol.com sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: RAL BUILDERS not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 11634 FAIR OAKS BLVD FAIR OAKS, CA 95628 ❑ 1 am Exempt under Article 3 of the Business and Professions Code 916-961-2242 Date: Owner: ralsacramento@aol.com License M 677466 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 Architect: Labor Code, for the performance of the work for which this permit s issued. Engineer: have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Cartier: '�?//79 -7 C' F a /U 0 Total Square Ft: 360 S.F. Valuation: $23,400.00 / Policy #: (r - .5-6,f 020 Census Code: ❑ 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 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. Date: l G - 2 — /C,�, 44-r Applicant: Vr' ` WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation; damages vided for in Section 3706 of the Labor code, interest, and attorneyy''ss fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County C.cdR anrvor I hereby affirm that there is a construction lending agency for the the for this is issued (Sec 3097 Civ.) Resolutions to do dicated above for which fees have been paid. ) J(/ performance of work which permit By: Date: 11 Name: 0 , b PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County too enter upon the above mentioned property for inspection pure Print Name: 00 %LCSignature: / d P 2-Y Date: 7 ❑ 0 Agent for Owner Agent for Contractor ❑ Owner Contractor BUTTE COUNT`S( DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name ` EX E AE p irst Name Address C2 r) O R© M N 60 �� y City OA O 1/ 1 L LC StattA L Trp P e 5.-8 9.q6of Fax E-mail CONTRACTOR Name P'009L cAiA It, 4 e 3 Address l 6 3 y iC� t �q5 JAZ City C StateC8 Zipg rzZk P 1� C �� Z �i z Fad �� qG1 a,ZLd E-mail Trp Clas APPLICANT NAME ARCHITECT/ENGINEER Name l Cv v� i Address ZIP Thr; 2 C? City Fax State Trp Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name �Q 0,eE 9 b L 2_ K11 !0 Address O 3 1-1 A -A l r� OA l- S 9< -- C1City City F- O Ste/$ ZIP Thr; 2 C? Phone` L13 Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Property Address f1 U 6AD1 Opo 64;V602 r Flood Zone .1 SRA Yes No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: PERNUT NO. BP,n42s75 BIN # LOCATION AP# os8.3 E3 0 • o �-1 Property Address f1 U 6AD1 Opo 64;V602 r Ci QOVILLL Cross Street WORKER'S COMPENSATION Policy Number Carrier 5- 2 -1 ? F f If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time ofpermit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS L, KAFORMS\BUILDING F0RMS0dgApp1SubRgmts.doc Page 1 of 2 Description or Scope of Work: fn E CLO 5UW-,E kc -40. Sq. Footage 5 O Structure Built without Permits 0 Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other. department costs are not refundable. Received by: r<�Pl Amount: Z -r5 •� Bldg 20 4. 9 8 SRA Receipt t q l --�3 o f Sheriff • 34 SMIP Date: al . s . c4 - Other 49-2-0-*- Total REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Ai -c- XA nt o e )Q�ASSESSOR PARCEL NUMBER O �' 3 EN a 1 Elt C/.DSi✓ Proposed Building Use: �, �' R �µ Counter Technician: L41 Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 19� 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 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. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and. installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs Cl 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 60' 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers .......................................................................................... ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by .. ❑ 19. Soils Report and/or Engineered Aoundation required ........................................... ........ ❑ 20. Erosion Control Plan Required) ....................................................................... ........ ❑ 21. Fees as shown on the allached Schedule of Fees Due Sheet .............................. ❑� 22. City of Chico Plumbing permit ............................. ....................... 23. California DepartNent of Forest plan approval paid. Sent by:.rycx . D12 24. Planning Planning approval (A) Use: KB)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. O 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter"of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone `1 t It 47 and hold for pickup. I have been informed of the above items pnd requirements for obtaining a building permit. Applicant: �( ./" V `' f Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required 41-1 Contractor, designe own ,was advised of the above data by phone, ❑mail, ❑counter, by Date: ' Contractor, esigner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counte by Date: Plans reviewed by: V , Date: Plans approved by: C�7- Date :L_ ` Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division PLAN REVISION Owner's Name: A/eyan `' AP#: 0- BP#: cfW- 2575 Date: 9 Contact Person & Phone Number: `1160' Received By: Time: 2 '// I PURPOSE OF RE—SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering ?Arts 9 *Plan Revision DK 3 g,9ar6 ❑ *Requested by Building Inspector's Correction Notice — Inspector's Name: ❑ Requested by Plan's Examiner — Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, P CESS AS FOLLOWS: r Atli B 00 ��. 6 gyre r 2 Mail to Owner/Contractor at this adress: / J 63 -�Q i�- tow& Blud , SU4 n z. l/ ❑ Call \ 1anL h d f�r pick-up. ick up�&�K ❑ Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: C Minimum $54.99 Receipt #: 3 "G �� c n*w ` S/2'2- 0 l22" ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 A� VARIES 36" MIN. 0 o � 1", G` LA N D I x � . -v 3 Z �m rn 4 o � 4 • t Z --ImI 0 p �2 m x 9 1, pli 03 7Q c, 00 d r— mm NZ� l� v x a m n z r �� . � MAX. � n-rl r 3 i r- cA . . ; • CA 9 p N Lill, . •. O Z N 3[- � D; 34° t J,/MFWVRAII REIGHT MAX. v 36"MIN. STAY? . �'� BUTTE COUNTY a b w I�-r++ 91 3UILDING °o � bEPARTMEIy o AAPP, 3 May 1995 6.5 II 11 II • II it II 11 i 1 r �� . � MAX. � n-rl r 3 i r- cA . . ; • CA 9 p N Lill, . •. O Z N 3[- � D; 34° t J,/MFWVRAII REIGHT MAX. v 36"MIN. STAY? . �'� BUTTE COUNTY a b w I�-r++ 91 3UILDING °o � bEPARTMEIy o AAPP, 3 May 1995 6.5 m re r`- �` (e, (4� Z kj o Ld �9 `Q a3 J -N- 3— t`�ri 0`�� G 0 T m ELECTRICAL, MECHANICAL, AND !°L Na CONSTRUCTION ( NOT PLAN GHECKED ) SHALLCOMPLY WITH 'CURRENT EDITION OF NEC, UMC AND UPC. DOAA--, At 1-3 ti lu PLANNING DIVISION - BUILDING PLAN Use, -P&4fP Data- 10 1"1&4 ParIcIng: Lardeceft Odw. 5> Q0 --rages 0 (� a S-7 BUTTE COUN 1"i UI DING DEPARTPAF;� .V - o"Z 43 Rs \4- NOTE: '*lRaa the -afteched* l000-� 06truction --rages 0 (� a S-7 BUTTE COUN 1"i UI DING DEPARTPAF;� .V - £OL06 Vi�MOHTVD S01 90 • saioou t6o� d t 109 o/Y 4£b£ -M-008 :Hd VA'IR VISZLYV 05 IN . ; C10'YAlz/od�v'�v�/mss �1N/ S�/b1SI�ON W/7NIW/77y� No/lt�n�yn� og'�2 g '9�rw gv rani; ov 0 W B L � SfiJ' W516•ISpB a7pLY N oZ. e N � h W tlL a S I' Iv;a16.Cs,B' � p G,•6 11 o `°W 0 10 rl w ccc,iap4!'/-G dtlW I.a,tl�.Inwrw� hN�m.:[��ws�WcWe,.w d,Y paYMMlemb D,W�� �1Yr31)O / 1 - K ZO NU r Q' a QF nE s'1 tl"bL �G' 6 01 4 „05" IoS ,�L b 0 r 106,s-�.00, K0.55oS• a Pl tlb` • 0 U 7 o m 10 a ,So ic ,sS' ,oL"pos ° 'o ISLE •a• L6,o5 tri_ W � 0 p lu x N �0N N � Q C4 0 Q10 ul Qx� W WIC 0 h,W 2 N�N �`'(�Q a0 O x a I o j o • r � C � cm 'r �r •C U L o , i W � 0 p lu x N �0N N � Q C4 0 Q10 ul Qx� W WIC 0 h,W 2 N�N �`'(�Q a0 O ,00-�- N. z co 0 0 k II x a .n j o • H uj O cm 'r �r •C U o U ao•z wo YLO'6 p0 r o W � a 43� U ,00-�- N. z co 0 0 k II x .n h H (00 "- 'r �r •C U o ao•z wo YLO'6 p0 O' 0 � a � � � � I 2 A� Y v o• o m C� • ei r c o� m � Z N � `!• aooi oF•L3• � 3 ,00-�- N. z co 0 0 k II x .n h (00 "- 'r �r •C U o ao•z wo YLO'6 p0 O' .�f ` � a � � � � I 2 A� Y v o• o m C� • ei r c J m � N � � 3 0 V � r „zis• •• a m� g y�+•.�w�I¢p dam' h � �y )��� O uqy� rga esu J� � '� � h � • ��� 0 ,1 0, .n CC014 (00 "- 'r �r •C U o � . °,tiro• � a � � � � I 2 • • � N • ei r c J m � a m� g y�+•.�w�I¢p dam' h � �y )��� O uqy� rga esu J� � '� � h � • ��� 0 CC014 �r � . °,tiro• � a � � � • ei , � � r „zis• a m� g y�+•.�w�I¢p dam' h � �y )��� O uqy� rga esu J� � '� � h � • ��� 0 L HIT LI 6=,g q f it 4T p emYElY i �an '1'6116M Team x� q Y,J Alp- Jo"44y 3� w� 9 wa,ee � 41wap aL yy 7489,�y��y. O i � rwa y 9' 4 L1,Y° 4 3�m,n.Y 0 1a/O eM9L° l2°M M/ax, IN SGN6[7ULE R'.00F LOAO+^� ROM EA- /NO 2. FA.SG/A BOARD W/ 'PA/•/eL OF19,oF 30 PSF - F4.°.I-IlN6 CLIP TO EACH SPAN* BE7TE0. ,ex/sr.WALL cuRRENTLY GOON/ZEC ♦ 2*4-FULL /Co# 13° QE�O FIGFOC 450x' 2 xCe/JOTCHEO 240 2011 20° L.X/'3T1N6 cAFTBR.4 STD. CUT /15 28° 2xallorcHEo 4011 5U° WASHER /2x8PULL FORDETAIL a i ROOF PA/J@LFASTENEF� / - E7- WALL A, TACHIyENT Covr. ATTAc.VMENT MEASURE ° L ° M x ' cTTRJP PSR Q /j ROOF PANEL SPAN FROM HE0.E F'OR NOTCHED 2 x¢ USE' . WAL L A7TAGHMENi CX/LY" p/4 Waco 9CREWSE/G"I FCYZ OTHER RAFTERS MAX. Mh-fWO/ j/¢°M/N. wCOD OR °°/O SEE EX/ST/N6 EAlzE Ovca✓e Ne SCHEDULE /HTO SOL/O W000 SCRCW9E 8°Nc - ( BELOW HAX,EMCEO/ /O°Wr0 BOL/O ",Coo (SEE 14071=/7 . WALL A-r7ACfIN-9-1V7- EX%ST E.guE ATTACHMENT 2 G.B0 )=VClA770ry/ SE'R V/CE /NC _REPORT ROOF PANELS REGOC9N/'ZED SKYL/GI•/T W/AL✓M/NUM PRAMS GL./T ENDS OF STEEL PANEL 6M5 O0. ]K/N9 7-O 8E / � PON NOT2 5 PER R IVETe o /2//°/ MAW. /. CHAEL MAX. wt -"ROOF o !.i PANEL Rh/6T9; O?Z 5-�8 SMS• CHANNEL P 7 ES.A, LEO /-PAN@L W/GTN ALL AROUND /JOTe: ONLY /ROM /71NEL /O TO BE cur TRANSVERSE . - TO PANEL SPAN T E COLIX11 r _ u� 'NG DEPARTllry- p p R v G SKYL/0,HT EX/ST//J� SAVE o♦/ERf/ANCy SGN6[7ULE R'.00F LOAO+^� E K/ aT/NG RAFTERS a 24° °Y6 MAx. /O PSF ll]OPSF 30 PSF 6R0 UP Q SPEC/ES OR MAX/MUM I-AA6L SPAN* BE7TE0. RAFTER S/ZE ° L" ^-A->/MUM 2*4-FULL /Co# 13° lb° 2 xCe/JOTCHEO 240 2011 20° /2 -CO FULL t 5,211 29° 28° 2xallorcHEo 4011 5U° 54.1 /2x8PULL ¢6° ¢2° 42° /I- PANEL S/"AN Cx Gc.EUS /`Zq w�•JUM./•-ivvcc.. �/-. +/v SHOWN /N TABLE, USE WALL GO NNEGT/ON ONLY• GENEFi/QL /JOTE� � SPEC/F`/CATIOIJS /. THESE HAT/O COVER ANO ENCLOSURE SYSTEMS ARB 7-0 ML-USEO ONLY ACCESaOR1E9 TO GROUP°U-/° GROUP -R.° 0/V/9/004 5, OR TO e/N6LE =%JELL/Np UN/7S /N GROUP e�Ro O/-//S/ON / OCGUPANC/E9- T/•/ElY SHALL BE LIOMO ONLY ,FC(¢. REGREA-r10.4 bAL OUTOCO'L L/V/NO PURP086S ANO NOT AS C=ARPOR75, C;AA.ApES, 6vC5, ASE ROOMS OR HAB/TABLE ROOMS 2, LJNLESQ SHOWN 07NERWl5E, THE EX'>-ltUJ/ONS (PARTS) SHOWN 914ALL 6E &OG,9-'rO ALUMINUM. ALL CONCRETE /S 7-0 HAVE A M/NIML/M 26 C1AY COMPRESS/VE STRENGTH OF /2000 PSI. 4. ALL FOOT/NGS SHALL BEAR ON F/RM, /JATUFAl-, U14O/STUR6E0 SO/L Cl2 CERT IF/EO COMPAGTEC+ F/LL. OES/C5/J VERT/C4L SOIL BE.4RlNO /9 /000 PSF. 5 ALL STEEL MEMB&/ZS SHALL BE NOT O/PPEO OK SLEG77R0PLA71L G{�LVAN/ZED OR /-AfA-JrEO W/TH ZINC CHROMATE PRIMER. THE CUT PANEL ENDS AT SKYL./Gi/T /NSTALLAT/ONS SHALL BE PA/NT1=0 VV/TW ZINC CHROMATE PR/MER. 0. FASTENERS=°/ -OPS R/vET9 SHALL OE ,AS MANL/FACTUREO BY THE COl1POP-A7-/ON W/TN A 505Co ALUM/NUM R/VET ANO CARBON aTEEL PL A7 -E -O t-14.QOREL. MACHINE BOLTS SHALL.BB CAOM/UM PLATED ANO CONF04N/ TO-A.S.-r- M SPEC. A- 507 A . LL BOLTS TO HAvE GOON//UM /-L.ATEO CUT PLATE I.VASHERLS. 9HSBT METAL SCREWS SHALL BE STA/NL8S5 STEEL C-.1LVAN/ZED CAL CAOM/UM /-LATEO * SHALL BE SELF OR/LL/NG- /TOLES P0<i BOLTS '710 8E BOLT O/AMETEK PLUS %/6/ MAX/MUM. 7, CONCRETE AI.1GFyl7R9 SHALL 8E RECOG/.//ZEO 6Y XCBO HVALLIA77014 SE_2V;GF. //.1 C- a. ATTAC/-lEO PAT/O COVERS / IAY 8E ENCLOSED WITH WALLS HAVING .ANY C.oNF/LSU,°wT/ON, PROV/DEO THG OPEN AA0^ 'Cf THE LONpEJi WALL A; -JO ONE AOO/T/Op44L WALL /S EQUAL TO AT LEAST 007 PEitC:BNT OF THE AREA 8BLC)W A MINIMUM OF CO FEET 6 INCHES- CIF --- d WALL, MEASURED FROM THE FLOOQ0.. Ti//S OPEN AftP./1 MAY br-- SNCLOSEO WITH INSECT SCREEN//N6 AhlO�L1R PL A5T/C TTiAT /9 REA LILY REMo,11DLG TR/WSPARENT OR TRANSLUCENT ANO NOT MODE THAN / O INCH /N TH/CKNESD. q. WALLS: •WALLS CYi PORT/ONS CF WALLS Pjar REcpU/REO 7S7 8E LEFT OPEN PER NOTE 48 MAY 6E EI.IGLOSEO W?H SOL/O IV.AL.L PANELS CYt O,LA 2E0 W/TN /00° TN/CK (MINIMUM) ACRYLIC, ./25° TN/CK TEMPERED . BLASS, .•2/B° TH/GK(M/N/MUM) LAM/HATED 6LA55 OR. O°j0/ (M/NIMUM) sweLe Smeh-1BTH G1 -A80. ALL GL.A95 WrrH/N /B INCHES OF THE FWS� Y'E'EOL2 �9H4= _ GL-AZEO AF.E.A9 9HALL CO/JPORM TO U,6.c. THOLE '54-A. /O. THIS SOL/O WALL PANELS SHOWN BffALL COI.•/PLY W/THAN E,//ILLfAT/ON FSE/SORT CURf26N7-LY RECOL/d/ZED BY THESCgO L�,4j-L T/OV �aV/GE /A.C. ALL POAT/ONS Co- 77 6 6OL/O "ALL /-A1.LL WNrCW^AM-+ SL1fi.lF�T TO W A7ER /M'!UJ9/OJ SHALL BE FULLY OA/LKEO //. THE 'O L/O RCOF /SANELS AR6 :51 2° TN/CK WITH ALUM/NUM SKINS .A/./O LXPANOEO PoLY3rY.QE-lE A=O^M CORE .• ALL I-ANEL-5 ARE TO $E k44N1.1F4crux EO UNOE'R. A QUALITY iAS6uRoN0E PROGRAM /-RE/94/RE0 BY CS PROFESS/OVAL SEIi�//C.E9.' M/N/MUM -A-eL- SLLYE /9 I'ld0 r'E,i FOOT. /2. ROOF 6LAZ/NG: ROOF 0LA2/NG A4AY 6e' ./260/17-H/CK 4-AM/NA7')=O GLASS W/TN •N./ .0,50 0 TH/GK /gjLYVIUY B/JTYR.AL /NNERLA`/Efi QLi 1--/CNOL/7-H/c POLYCAR BoNATE: SHEET /-ER. SC BO EVAL UAT/ON FLS/ -OAT NO. 3266- (1k• G.E. L6xAN XL-). /3. ALL ITEMS ANO DETAILS PERTAIN/NG TO EACH /NSTALL.AT/ON SHALL BE C/RCLEC),/til INK, UPON ADPL/GAT/ON FOR BU/LO/NLS FERM/T. EACH /NSTALLAT/ON BNALL GEAR AN /GENT/F/GAT/ON TA6 O/V/NO THE NAME ANO AOORE9S OF 7740 MANL/PACrLIPZR, oE9/6N LOAos, ENGL09/8/L /TY, ANO ICBG EVALLIAT/ON REPORT NUMBER, ' 15. THE ALUM/NUM Rcx PANELS /NO/C,4TE0 /N TABLE //1-'014 Q O,AW/146 a/SCO-¢ OF kCBO EV^LUAT/ON Rt3NORT NO. /B4/P MAYBE U56 -=O AS AN .AL T'ER N.tiTE TO THE S'OL/O• PANELS AT THE` BUh.1 P -OUT 1/ TYPE ENOL 09UR E, /�i4NE L SLO/�E SEAL,L CONFOR/-f TO TABLE //._" ON 04AW/ti/G 3/al CO -'f ANO /-,4 LAP SCR:EWE3 S/-I/ALL EE INSTALLED PER THOLE 1/On ON 4:)RAW/146 Sla C0-9. WHERE T)H/S 9UB8T•/TU7-/On4 /S LISEO /N 90 MPH W/�O AREAS, 77 -FE ENCLOSURc Wlor?4SHAL.L 62 A MAX If -40t-4 O� 65 % OF 7-HA7- eHC>WJ^/ IN TABL// E C2/ , OwE°. 4•'i0, ICO. -ALL 8TEE4- /NCONTACT WlrH ALUM/NLIM `SHALL 8E HOr O//-(VALVA"lZEO OR ELECTROFL..ATEO_ ALUM/NUM /N CONTACT. W/T.H W000, COVGI-ETE OR I,4A5ONRY'. SHALL .,5,s B/ V6/4 A KEAVY COAT OF L./,V- 7)YIA4NEO ALKALI -RESISTANT B/TUM/NUOUS !'A/NT /SER. U. 9. M/L /TART - (2683- /-ILOT I'10LE9 0960 WyE,v ATTACH/NO ALUM/NUM /�AR79 TO 9T6EL /-0678 SHALL BE F/ELO /9Al/JrED W/TH / - CO AT OF Z/Nc CHROMATE PR/MER. /7. WHERE FASTENERS ARE SHOWN 7.0 PENETRATE Ex/9T/14G W000 STRUCTURE, PILOT HOLES OR 07HER 9U/T,481 E MEANS SHALL 60 USEO TO LOCATE 774E Ex/ST/NG W000 MEMBERS. WHEN A7TACH/146 TO wOOO STUOS, CENTER 774E FASTENERS ON THE 6774105 - at. MAY / 9i J06. NO. L-//5 DRAWN BY ' T. OAIJNA CA -40. NO. 486 12 OF 6 F VA p% iA1 2 / at. MAY / 9i J06. NO. L-//5 DRAWN BY ' T. OAIJNA CA -40. NO. 486 12 OF 6 F 1 'lit �I �xeev,� Yg1A9K jO art 1e.nC9� 1 101'ws" . ywap ^ �yviygy� -fav' 4 17489 ti "pm �1l IM° MAX/MUM DOST S/�AC/NO. /O P3F L/VE LOAD, 70MPN �••✓/NO ' hlaxlMUM 8/0q•ALUM. bEJ>/�1 !•ftCUQC770N 1-p OLAG sPCOT1/.& °�°5Q•9'IL'>=L BB.�.M CaLAb POOT/N0{° 6L•O// 6�- 0/ 6'-d'(/0°) lo! /01 //!O' (/a') @01 -AB 6' ' 7L6"(/0') 1/1-1/1 /0-7'(/8',> IOLo' 7'-4' PEA /-.bTE &W /T- 0' -T-/' (17') 61- 7° 9-/O"(/ V) '%! 4° '71- +'(,2 c:),) 7L4'(4d) 7'-9° 61-0° 9'-01(/9') ---7T-!° -0/-e/ -0-6°(/7') 7'-61 9'-4'(19') G'-8'. 0'/0°('70') G=/0(1100) G'-7' 7'-0' /5LO' /5'-01 -0'- 9° -0L 91(/61) 61-8' 7--7o-i---o ° E� 6'•1. 70 POsr 4 5Ei.M 0/- 3•'" /8_O,y /77 O' 61- /11 6'-lI°(/61) O' -O' 6!2°(20') ' 5L 69 e' -9°(l 61) 5'-6' 6'-00(20') F- o' 5�/d(2/'1 5=11'01/') 5-O ,20 /-eJ- L/VE/SNOW L0.4o, 70 .rf oy W/No 6-o° -0L 0, GLo'(15`)P4�- 01 61-5'(10') 9-O° 5'-71 6-9'()5')7° 8=9'(/9) 6'-D'(/9•) 7!•//'(/71) FC4c 925 T'E'�9:C.1 9' 51-7"(15') 9° EACH• 4-/0'52'(10')G! 5L!,. -7-61(13011 7'-8°(170') //- on 4-/01 8! 41 (/ 6') 4! /01 7'-4°( 407 Y -40(20n 71-2'(17°) lE!01 41-'.x'5'-01(/61) 4 G• 5' mL/C( 1T°) 4'-9' 6'-0'(/6 /0'(1 G') O" (/ 6% 4' 0' 4L/O°(/91) 9'-9' 41-81(/9') 91-91 01-0(21•) -0100°(2/1) ?2O POF 'SNOW L pAO, 7C)MPH W/NO 8! of 4-91' 5'-01(/4') 4'-91 Gil/°(/G') q1-0' SL n° t'-'l�(l4') -,'-/I" /oL on 9L 7' 4:-7•(14') 3'-7' GL 4100•) //1-011 91-4' 4'-5'((5`)- 9L 41 0!21(16' 121-0° 9-41 41-5° (/7') 9-41 /41'0/ 51129 4L -21 I'S 2'-rl / 5'- o' '11-11' 4'-2' (17') i�NL.JMDER 9140WN/N P-1RE J7 -H-'9/9 /5 C/ Z-- q- (1q) OOLT= evil' eX+' uxu w, n a...�oe ..vr...-tee, •-- -••-•. GUee co",/PALar e 1=0077A.W. 9126 SHOWN /N F11F+ENTH68/9 (SBE TA6LE , 77+r8 c/uw/"i G) ROOF FA/JHL SPAN MAY GOVERN, SBE ROG1F©ANcfRa'i DOLTS OR E><PANL'/ON J50j-T /' W/7'H Sl-6C/AL .%NBP6GT/ON /F11N6L SPAN TAALEO ,Ow6. 490 T8I=USED M//TN Cuee C'ONC<ZETE F00PA-19 B/Z.e BHOwN /N . P'oFiEi./TIiE9/S(see T716LB J7*.3 ogx%sWING) TR 610E �lv�. ¢90A/J MAY GOVERI./, 34510 ROGI•= PANEL Sfg�4/J 40 MAX., MAX✓MUM /-08T ' S/cIA1G/N& LOAD, 90 M/%/ W/!VO MAXIMUM 3"94P. ALL/M/" 5SM b°9Q. STEEL•BE^N /i°ROJEG71 @01 -AB EF7®. I BPTH.O �SLA6 �P7'l°i. �l fiPTir.O - PEA /-.bTE &W 7L6' 71-6'(/9') 7�8°(/9') Pc -•n 2 a/9../ce lo' -o° '%! 4° '71- +'(,2 c:),) 7L4'(4d) 7'-9° 9=/"('](') /off ('22') //- OO ---7T-!° 7 /°(?O') 7'./"(40') 7102' 61-5'(21°) 9L/o(27� /'3'-o° G'-8'. 0'/0°('70') G=/0(1100) G'-7' 7-10°('1/' 91-6'(227 /5LO' &L3° ���v..11l �j°Sq.AC..1lM OR SM5. EA. S/0.S E� 6'•1. 70 POsr 4 5Ei.M 12-.5,/6"q6 M- a, /8_O,y g1. -/v 0! 9°(2/') OL9'(4/°) 5-7° 0-0'(217 d•d'(119') - SPL/CE BF�.M ' 5, 31 /7x01 F- o' 5�/d(2/'1 5=11'01/') 5-O '7- OR I 3`54 aT 11 2-8041 E1CP-<^/51�•'J 20 PcSF L/VF�'SNOW LO.4,0 90 /W~ W/NO 6'-O• 0'-011 01-e (/71) Ql-o" 8=9'(/9) 6'-D'(/9•) FC4c 925 T'E'�9:C.1 EACH• 5L71 (/61) 5L!,. -7-61(13011 7'-8°(170') //- on 4-/01 8! 41 (/ 6') 4! /01 7'-4°( 407 Y -40(20n /21-0° 4-G1 $!41(/81). 4 G• -1!Z•(2o') T'-2°(20') 4'-9' 6'-0'(/6 4l 91 O'•llr4o') G'-u'(2o') -j-47 of 4' 0' 4L/O°(/91) 9'-9' 41-81(/9') 91-91 01-0(21•) -0100°(2/1) 30 PSF SNOW LOAD/ 90 MPN W/NO 6L .01 4y_ 9a r,,10° (/p°) L5e 9L o" /0,-o 91-71 4'-71 ( 5'•7' //- on 9-41 41-5° (/7') 9-41 /41'0/ 51129 445° (.)7') / 5'- o' '11-11' 4'-2' (17') i�NL.JMDER 9140WN/N P-1RE J7 -H-'9/9 /5 C/ Z-- q- (1q) OOLT= evil' eX+' uxu w, n a...�oe ..vr...-tee, •-- -••-•. GUee co",/PALar e 1=0077A.W. 9126 SHOWN /N F11F+ENTH68/9 (SBE TA6LE , 77+r8 c/uw/"i G) ROOF FA/JHL SPAN MAY GOVERN, SBE ROG1F©ANcfRa'i DOLTS OR E><PANL'/ON J50j-T /' W/7'H Sl-6C/AL .%NBP6GT/ON /F11N6L SPAN TAALEO ,Ow6. 490 T8I=USED M//TN Cuee C'ONC<ZETE F00PA-19 B/Z.e BHOwN /N . P'oFiEi./TIiE9/S(see T716LB J7*.3 ogx%sWING) TR 610E �lv�. ¢90A/J MAY GOVERI./, 34510 ROGI•= PANEL Sfg�4/J 40 MAX., 5mao O w MINIMUM RECOGN/WO 7"45 i./9/ON VALUE POfC G1AC/•/ AfdCHOR WITH007- SPGC/RL wtTM• S-LCIAL /NSPGC770/J /�J%-OC'77CV4 ENCLOOEO /=A7 -/O A7"7"ACF•1MEti/T LBNCyTHS f�.A9/G W/NO M/N/MUM ATTAGHMeNT SPEED L6h/OTH 6TAL 6AcyCE�eo�f%i./2 )o MPH 11.5. PFtOJBOT/oN 220 475 930 WA9/•/eR9 Goo /2m '8b/�2: �OR - PEA /-.bTE &W Pc -•n 2 a/9../ce .. •- o .••J. we.,eoOL CONT:f c eQr-�l L /"PEN TION aH aG NEc7oR P- ( 14 - 28' ���v..11l �j°Sq.AC..1lM OR SM5. EA. S/0.S E� 6'•1. 70 POsr 4 5Ei.M 12-.5,/6"q6 M- a, aT ° OKET 2- EMBED -2'/21 PBFL 24 - SPL/CE BF�.M ' '7- OR I 3`54 aT 11 2-8041 E1CP-<^/51�•'J STEEL� Po8T I PF�C I PER ,q./CNC� �iECOG�JI� � FC4c 925 T'E'�9:C.1 EACH• ALTERNATE ATTACHMENT FO4 UNIT'B /1.TTAGHEO AL O/.l9 ONLY O/VQ R9O®t! • 77le M/N/MpgUgM�LP�J•//OgT�N L� ATrAGN�M/!�'✓p/7�' BtlAf.-L' 7�y1,1ArT� BNGLOBCO P� � "re TNO/A��COHM�NT LGV67•H 9f/.V.L G+1- Aa aHOWN BBL OW PANELS, 9,ed ,wrae/� DBaMO C'.N•rr. P_ _ rlo Oova.. acm FRcu/r CCMV/Ne.,--rp/TO'NGCr. 8Ee cAfL9 Ot+HD.�4 mem • f�s/oBNcrs� 6KY7-100f4r� WA&PA Occ� Qe6 G+BTA/Ls, 14 -1 joy BEAM HANF. ENO--B9'c1N _ n sP.�c�Na sr S/N6Lc 5'Sq. RUM. POST sEE.39 a OfL Qc T'rPIGAL l"ATIO GOVBfZ ' MAX/MUM FOOTING 9(ZE MINIMUM RECOGN/WO 7"45 i./9/ON VALUE POfC G1AC/•/ AfdCHOR WITH007- SPGC/RL wtTM• S-LCIAL /NSPGC770/J /�J%-OC'77CV4 ENCLOOEO /=A7 -/O A7"7"ACF•1MEti/T LBNCyTHS f�.A9/G W/NO M/N/MUM ATTAGHMeNT SPEED L6h/OTH 70 MPH l.O >< PR4JBGT/Oh/ ' )o MPH 11.5. PFtOJBOT/oN EX PANS/ON r4NCHOFi R64✓/KEMEN75 MAX/MUM FOOTING 9(ZE MINIMUM RECOGN/WO 7"45 i./9/ON VALUE POfC G1AC/•/ AfdCHOR WITH007- SPGC/RL wtTM• S-LCIAL /NSPGC770/J /�J%-OC'77CV4 /8° 2Co0 5 40" 950. -700 220 475 930 24 Goo /2m it awoso, C -'r OeATI•i CG•ICR67L Ei06.rm 0/9Ti404CE, /INCHO/L 9PA®/N6-., Lrir. 9NALf- 9B PGR DPEC/P1C A"Cr/0f- RePOaT. O r 0 °0 0 9'5C?� ALUM. OR TEE •�-9/B'tA CKPI•N510/-I 9 srE--EL --L UH. O'er P08T 4 /.A 2 12 - OA -�/6" .WCH¢a '=OBr P Z3 43, (=eO G') PF�y 2 TABLES ABO./E 0 1T uBaAGIceT _ • . \ � I FOOT/NG SEE W R1� � NOTE '<3 � • -' C.7 � SLABOHALL BE '1 f' 1y, t Ti• ;P-fA 197 /N 6000 ! C.ONO/T/ON r.� FOOT/�' .•�.'•, .i / JOB No. Nb/9 AG UBE, 11 PI ABOV/ 926 TABLES E D lP�� 8 y► y '► i - OaAwN cY /�oST TO BEAM /=C)07- TO .SL/°� POST To FOOT/NO� �® 487 1459 9 of o 6 X/ s r/NG •/QE s/OENCE t EX/ST/N� RES/OENCE SPE4 ♦ / PALNJ(GM49.aS1 / .� . W sE.Oa+1LCE./OOOPPEBANOYEW OIT/OVAL r - I 9OLO/OOaS,„pANXl•1.Y) 9Jjf{ ALGc ¢,~NwA J saa DHWHCv T'�4l�ENi x II I I m �w1L LS OCCU4./N o II ,�. (SEE NOTE A9) LorT/oN�+\ I Eh/O WALLS L Q Q OP!-/ONAL FULL I HT SOLIo kG1LL GOO/:('2G cGo m� G E m a O II II 4'MNc. LOCAT/oNS M�rJ., 3° xGe M4X.� 0 , !y �]4� O a Q oz i W Q ,4 OW W I 45•co/WE/i I c�SN V ,% 0-��-3°Ma/. to f) J � I 9� 3 ! s ,• PQfito / I 1G/JOWALL MULL/ON �1 I 9P.•.G/N6 :3EE Ti1BLE5 '14•'l.'1 , ' PLh9TIG, StB —_—.rJ. ---- ---- -- c=/.J OI�AW/N6 ¢90 P Q F*, pm t""`I. 1 M �O Ti;bLE, FOR .HAK. !e °Gefinal 1� �!hliY TO SU/7'" a9L AK. W/OTN, SE6 TABL�lp', OWG. 4.90 490 Q NO7-e 6''/l2 /N FRO T WAL FLOOR PLAN SOME AS M//J/MUM /• O "/`ROJC-GT/ON C� 70 /V1PF1 W/ND S6E TABLE F9T'ANOARD EeNGL09u%3L M/N W/OY•H; /.O r /�fy0-lEC7'/ONG-' 7o MPH WWO 50 W /- �PROJEGTIONE 90 MPN W/ND pG. NO. 690 ExcSPT 6AY W/NOOW ,. NOT P5,2h•//TTEO G /_j w PROJECT/ON C 90 MPN W/NO >� /=, o"r WALL ,'i~ �TANOARO ENGLOSUfzE-TY/�/Cf1L FLOOFz PLAN ST- Oi4%Z'----- S RE"EIJO`ELE\/AT/0"-JAk T7'�/CAL ROOF PLA/J,"BUMI�-OuT" ENCLOSUFLE 9EE r^151 ---o OWB. +150 PAT/O COVEfi PAT/0(=O lz_- PATIO COVL'R• O IC PEfi OWO. 467 PER OWC-s. OPEN AREA PEfL PER OWa. 4.67 °°9 4GT I- NOTEa a°b¢ O 24 "RAO/US OWO. 4Blo a ROOF EO 9wiNo F G 9OMrH w/Np V m V Fp�� V A 6 G A 95 C eTO. BOTT M LL/ON BY TLG•E.�O%.•G- 'OMUL¢/ON9 e ` PANEL, '26 a4� q MAK. NOTE: G•,c0 MAX. 9•°AC:/NG -490, e � OF /COST OC'CL4Y /N ANT YJ, LL MULL/ONS MAX. /�L py-/y DUMP -OUT <�,CL09URE U 96E Ti1BLE _ ¢90tu owe. 490 � o SrTANOA.'ZO=ENCLOSCJFZE F20/JT�ELE iAT/ON B[JMP-OU7,Eh/CLOS/JRE ANO �LE\/AT/ON BUM/ -OUT ENCLOSURE,FIiONT �LE�/.AT/ON �+ FALL. 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P OK PE � 3 �� �° � ` •�10'� ,� �•�� y `� �y /97, o OET• /O // /2 R 04 has 7 ,a- a • Cawf• sT/fF6NGr.E , / Lam, _ ••tip covr aGAzrNG N % ° Por R/vE'Tr C� 24 9fc _ '�•' •�"' WN OY o , r '.° '•' • , ' CONT. ST/FFENGG PER 97 CFLU N 6 `, OE.4o (EPO!M% MAX•' cACN S/OC P6.e � (GR/P TRAY) MULL roN) w/ /O i T•O'�NN!� SEE OETAa- SCEEWJ G•e/a," 2'x2°r./oO-,o.e 2°x I/JSULATEo ROOF •, I ALu/vfINUM FOR OPTIONA x,/25N7>=reE'/ e s o BEYOND `PAI./EL PER Norris n,,. OI+1B• NO. S/t/NS l/JTERL�CK CasVl. a7w.G ✓7/- Ar lI /PANEL __/N_ __TEEZL_O CK GEAe O/RBCTGy AA 489 RAF?E/e r.S'T/FFENEi2 cS � oma. 7veE c ✓.cMe � F'f� lel E L I !�! TER LOC K 5 oP G � 6 � OROK/OyS eT-° PLR® • Co °' BEAM 3 Ly�ACe9 - P6R co O m E� .5° •5° 3°r N7-64 gO 01. — O OI •-- O O 1 TUBE,+ a (�— 1 ><./25° "5/0's -TG FL�ae P.�R AUB- s/!s sn•/s e o ^ LM.E.ICN $/OH �7 pE/aMs, T u 4-"/2 sMs. E.A. a/OE /2 sM^. EA.,4/OE I 2 °e 12° SYSTEM �YSTE"4,� L° BEAM GoNNECT/ON �P BEAM CO/JNECT/ON� EX PA/-/SraJ A+`/CN� PULL NE/DHT PEGLYN/7710 Fcv� POsT Z/.28a so $25'. H/Gfc f'L:R� plc tl S ° FULL HE/G HTR (uJs oaua EiAM PPOST x .OU[2�� °vv FROMEA. 9/GL= OF 2 x5(9away T,"s) TH/GK PER V 7'1=0 °/•/ PER . �CVJJJ /=AIJEL 9E� N1776°`7� GOT 7'L7M TP,^1CK 9PL/GB B°M//J/MVM /SROM �/BRT/GAL A B G a �`!' MULL/O/•/ 1`� 3°0 9•9Y8TBM Q � � Zm0 U BEAM GOhINECT/ON W ALuM. f OOT(5) w a 4_ es/rs a - I E/►r/ 1:f O J •a fn lSNCLQ7L/RE I .D/ ° Po9TCfla SCE 1O^ TiCBLS•rsnl�4Ft0 �.1 n BTP•ACKM I OWG. ¢90 o UZ14'[�7GET3✓6EN .�C(FFEN�.t PEiC / /2-�C06N!'•'P.i.-J/L19 WA9NE/i l� { ;O O d d1 vrI`-6'TiFFINE.CQ (a71 r✓/ 2- B Sc,.C.EWs !Ot`H//'P52 nl-1 n) C �� � /CULL HT'N I , . :C;! •�- �A. ✓A/g' . `, .. .✓t��r°�oo PcJLL HE/C+•HT /Zpx. 'J°/�`3T e.xr3T, CONC, r t•' I ' 'L . o` u a /ZAPFEP FER MULL/pOgN�/�E/Yil I M/NrMUM PE� 2OOROO 5L,445 04 6000 LT _ t O C OF g455 las � ' 2"MIN. . tJ0 • 12 _ /.: 7 F IFTER/ST/F/�ENLR [ nS /COST G 50 TOM GLAZ Cy Alm \Ul S.lNOL-E rI�OST \1J OOUBLE POST O -r7/ /G^L e SLAG 5- s/O 9MS PER FOR c6TA/L Nor /LiYo`� P.1NEL/NTERLOCK, PANE' 'i'Q7,TE.¢L O F7'Y?-/CAL GORE7'Y?-/CALEACH FLurSN M//L ON• Sf/OWN, SEE OK_ (/y,�A c/ M/k/Y M) CAULK CAP PE,e 9 J ACR YG/C 6LAZ/N6 R.4FT6R�.T 3{a e 1' Y i TLAZ/NG W - nONLY e.IC.KEp 7, - ��er.�sa^' \ a • � eCONT. P OK PE � 3 �� �° � ` •�10'� ,� �•�� y `� �y /97, o OET• /O // /2 R 04 has 7 ,a- a • Cawf• sT/fF6NGr.E , / Lam, _ ••tip covr aGAzrNG N % ° Por R/vE'Tr C� 24 9fc _ '�•' •�"' WN OY o , r '.° '•' • , ' CONT. ST/FFENGG PER 97 CFLU N 6 `, OE.4o (EPO!M% MAX•' cACN S/OC P6.e � (GR/P TRAY) MULL roN) w/ /O i T•O'�NN!� SEE OETAa- SCEEWJ G•e/a," 2'x2°r./oO-,o.e 2°x I/JSULATEo ROOF •, I ALu/vfINUM FOR OPTIONA x,/25N7>=reE'/ e s o BEYOND `PAI./EL PER Norris n,,. OI+1B• NO. S/t/NS l/JTERL�CK CasVl. a7w.G ✓7/- Ar lI /PANEL __/N_ __TEEZL_O CK GEAe O/RBCTGy AA 489 RAF?E/e r.S'T/FFENEi2 cS � oma. 7veE c ✓.cMe � F'f� lel E L I !�! TER LOC K 5 oP G UZ14'[�7GET3✓6EN .�C(FFEN�.t PEiC / /2-�C06N!'•'P.i.-J/L19 WA9NE/i l� { ;O O d d1 vrI`-6'TiFFINE.CQ (a71 r✓/ 2- B Sc,.C.EWs !Ot`H//'P52 nl-1 n) C �� � /CULL HT'N I , . :C;! •�- �A. ✓A/g' . `, .. .✓t��r°�oo PcJLL HE/C+•HT /Zpx. 'J°/�`3T e.xr3T, CONC, r t•' I ' 'L . o` u a /ZAPFEP FER MULL/pOgN�/�E/Yil I M/NrMUM PE� 2OOROO 5L,445 04 6000 LT _ t O C OF g455 las � ' 2"MIN. . tJ0 • 12 _ /.: 7 F IFTER/ST/F/�ENLR [ nS /COST G 50 TOM GLAZ Cy Alm \Ul S.lNOL-E rI�OST \1J OOUBLE POST O -r7/ /G^L e SLAG 5- s/O 9MS PER FOR c6TA/L Nor /LiYo`� P.1NEL/NTERLOCK, PANE' 'i'Q7,TE.¢L O F7'Y?-/CAL GORE7'Y?-/CALEACH FLurSN M//L ON• Sf/OWN, SEE OK_ (/y,�A c/ M/k/Y M) CAULK CAP PE,e 9 J ACR YG/C 6LAZ/N6 R.4FT6R�.T 3{a e 1' Y i TLAZ/NG W - nONLY e.IC.KEp 7, - ��er.�sa^' \ a • � eCONT. P OK PE � 3 �� �° � ` •�10'� ,� �•�� y `� �y /97, o OET• /O // /2 R 04 has 7 ,a- a • Cawf• sT/fF6NGr.E , / Lam, _ ••tip covr aGAzrNG N % ° Por R/vE'Tr C� 24 9fc _ '�•' •�"' WN OY o , r '.° '•' • , ' CONT. ST/FFENGG PER 97 CFLU N 6 `, OE.4o (EPO!M% MAX•' cACN S/OC P6.e � (GR/P TRAY) MULL roN) w/ /O i T•O'�NN!� SEE OETAa- SCEEWJ G•e/a," 2'x2°r./oO-,o.e 2°x I/JSULATEo ROOF •, I ALu/vfINUM FOR OPTIONA x,/25N7>=reE'/ e s o BEYOND `PAI./EL PER Norris n,,. OI+1B• NO. S/t/NS l/JTERL�CK CasVl. a7w.G ✓7/- Ar lI /PANEL __/N_ __TEEZL_O CK GEAe O/RBCTGy AA 489 RAF?E/e r.S'T/FFENEi2 cS � oma. 7veE c ✓.cMe � F'f� lel E L I !�! TER LOC K 5 oP G aO�i11+� SOMM • cl *10. 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F O � � a r - � `�` 0 0 Q. O i' 10 1A a Z XAf tl X220 Vp Vr `IL14 o OjW 3 oho � W P -j i >ZN � £J Q�1p mJ 0) W A�Zp(ya0 0):Z ��or3W v 0 o o 'o Q Qjlk 1 TT a is 0 o 0 �.F ®aoao 2 J J ° �"' a ' d0 `r `'o o �2 W,�W® �. ° QQ wi x '1 I I. z.ct dr0% 0 � 0 m5 t,�3 C J -J - N0 l� y o o o 'o 0 Z 1 TT a is 0 o 0 �.F ®aoao 2 J J ° �"' a ' 0 `r `'o o �2 W,�W® ° r 0 '1 ° z.ct dr0% 0 � 0 (0 J -J FF � a r N_ � l 0 C4 W tL ' J o O I GENERAL NOTES & SPECIFICATIONS 1. THESE FOAM CORE ROOF PANELS ARE INTENDED FOR USE ON ENCLOSED AND UNENCLOSED RESIDENTIAL PATIO COVERS AS REGULATED BY THE UNIFORM BUILDING CODE. 2. THE FOAM CORE IS A PRE -FORMED EXPANDED POLYSTRYENE. BOARD, AS MANUFACTURED BY HOUSTON FOAM PLASTICS, OF HOUSTON TEXAS AND HAVING A NOMINAL DENSITY OF 1.5 POUNDS PER CUBIC® FOOT (PCF). 3. THE FOAM CORE IS ENCLOSED BETWEEN TWO METAL SKINS. THE INTERIOR AND EXTERIOR SKINS ARE 0.024 INCH THICK, 3004-1-1164 ALUMINUM. 4. THE COMPONENTS ARE BONDED TOGETHER WITH A MOISTURE .CURE URETHANE ADHESIVE, AS MANUFACTURED BY ASHLAND CHEMICAL, IDENTIFIED AS ISOGRIP 2020 D, AND CONFORMING TO ICSO ES REPORT NO. ER -5137. 5. PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO TRANSVERSE JOINTS. 6. MAXIMUM ALLOWABLE SPANS ARE AS SHOWN IN TABLE "A". 7. ALL TRIM EXTRUSIONS (ATTACHING BEAM, DELUXE GUTTER FASCIA, DELUXE SIDE FASCIA AND STANDARD TRIM FASCIA) ARE 6063-T6 ALUMINUM. 8. WALL FASTENERS SHALL BE 2- #14 WOOD SCREWS ® 16"c/c MAX. SCREWS SHALL r PENETRATE SOLID WOOD 1-1/2" MINIMUM. WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.5. THE WOOD SCREWS SHALL HAVE A MINIMUM BENDING YIELD STRENGTH (Fyb) OF 70,000 PSI. 9. ALL DATA/SPANS INDICATED IN TABLE"A" ARE FROM TEST REPORT NO. 97-C.I.-372 BY C.I. PROFESSIONAL SERVICES. #10 SMS ® 12"c/c TYPICAL ALL EXTRUSIONS TO ROOF PANEL -� 1.362" EXISTING WALL - 50" /�-2.500"--i.JWALL FASTENERS /� 1SEE NOTE #8 P • W.Y : 1l IY.: +11 0.611 1.330" .070" PANEL THICKNESS 955" DELUXE SIDE FASCIA �iLIL- 1� .070" PANEL THICKNESS i 6__lll:�.W-11-001vmo PANEL THICKNESS -4 *„ -.875 FOAM C SEE NO' VP PANEL ADHESIVE SEE NOTE #4 METAL SKINS SEE NOTE #3 #TO SMS ® 24"c/c METAL SKIN AT PANEL INTERLOCK FOAM CORE d P NEL THICKNESS $ a " ° SEE TABLE "A" d° < ° d < ° FOAM CORE. METAL SKIN PWE_ -INTERLOCK TABLE "A": MAXIMUM PANEL SPANS SUPERIMPOSED LOAD IN LBS./SQ.-FT. OR BASIC WIND SPEED IN MPH PAATEL •THICKNESS 3-0 3.5" MAXIMUM PANEL SPAN 10%PSF=L'IVE LOAD 1,9-,_3; 20'-0" ------- 20"PSF"'L'IVE"LOAD 148" 15'-10" 20 PSF SNOW LOAD 13'-1" 14'-i" 30 PSF SNOW LOAD 10'-10" 11'-8" 40 PSF SNOW LOAD 9'-5" 10'-1" 50 PSF SNOW LOAD 8'-5" 9'-0" 70 MPH WIND 19'-3" 20'-0" .80 MPH WIND 19'-3" 20'-0" 90 MPH WIND 18'-1" 19'-5" 100 MPH WIND 15-11" 17'-2" 110 MPH WIND 14'-5" 15'-6".-, 120 MPH WIND 13'-3" 13'=1:1 y 1J AU6. 19116 Joe No. L-115 DRANN BY, STATE OP CAL/FOR/.//4 APPROVEO ALUM MOB/LEHOME AWN/Np //./STALLED PER, � `TEK SCREWS L° e'/c AP/ R'OVEO PLgN WASHERS �i95 w/�c NEOPRENE WAS,Y�RS ((2-'/B n�`PoP�R/VET INSERTS JLC .. .rIOR 2=G `TEK^SCREW •. - /I IEA. 9/OE TO MULLICY./ n }BOTTOM 7 -RAC K ! SPLICE TO'6E, y� r• 60TTOM '2' E� Z < a e5 M/N//dUM FRSN/ ,-.cwECT/ON TlLMp 2 TH/S ENCLOSURE /S ONLY 70 BE INSTALL ED C:/NOER AN ALUM /NUM MOB/LE HOME AWNwcC WH/CH /5 APPR OVEO FDR ENCLOSURE BY THE :.DET.O E W GLASS /5 UBEO WITHIN Wof= TFdE VERT MULL /ON r STATE OP CAL/PORN/A OES/C+N LOADS. /O PSF ROOF LIVE L09ki'� (PSP FZOOF O.L., /O PSF HORIZ. W/NO PSF; UPL./FT, ENCLOSURE PERM/TY€O•-ONLY WHEN OVER U Q 90L/O AWN./NG /S OES/ONEO APPROVED W/TH ATTi9CHME/JT AT N/OB/LE HOME. - PoPR�J= MULL/O,V PAUEL 3 FASTENERS: "POP°R/VETS SHALL BE�// W/50 SG ALUM. Rh/ET CARBON STEEL PLATED MANORE4., SHEET F 3 METAL SCEW S SHALL 8E STA /NLE95 STEEL GAO. PLATED OR G-v9L�/AN/ZED. ALL ALUM/NUM EXTR US/ONS ARE OF ALLOY TEMPER GO,dj-TCo E K SC2s 14 \ p o 50L/D PANEL' WALL EXTFJJO/NCa THE FULL LENCrTH OF TWE AWN/NO: E X/STJNG MOB/LE HOM_ OPTIONAL / G�O u USUPPORT W o POSTS �• W/NOOW AREA OP THE ENCLOSURE SHALL NOT BE LESS THAN �5 THE FLOOR /{REA OP THE NCLOSURE, THE REQU/R.EO W/NOOWS L/STEO i1BOVE SHALL BE %2 OPENABLE � MULL/O/. SECT/O{. SHALL OPEN ON A COURT YARD oR, ' STREET. SEE NOTE ✓•B FOR AOO/T/ONAL ;,'EQU/REMENTS. N O W N S AWN/Np 14 F+9 SC'%A,SEE SEE NOTE �►� 0-..13 �— FRa, ° �A C95Eli OF OPT/ONAL X ? /3 / • F/XEO GLZ/NG MULL/ON /NSTALLAg/O ' #II . '= ��.me®• PL°Yl4/OOD ORF ! SA. WN-.�uFACEO E9 S LLAT7/ON' SeeENTS 0. INSTAL LAT/Oh/ REpU/REME/JTS g/9l�/ 1B. w/STD G([./T_P-Wi1SHER� C�gSE �= wHER.E `ALLMET BU/LQ/N[ i O�°STATE APPROVED AWN/NG '1E TOP BOTTOM TRACK / Z U OOGB ,-"X. SL/O/I.R9 C -LA 55 OR SHALL Z3e R F/RMLy alp = IS L/SEO AHO ENCLOSURE SYSTEM BOLTS EACH END OF PANEL (96lI MA ON. MULL/ON SECT/ON P.E�/OR 70 INSTAL _AT/CYJ - - a 1. z Q RESTS OV S A8 ONLY- Nb POST5 ARE RE�U/REO AWN/NC-r W/ PLASTIC DOOR FULL HET OP FASTENERS 2 _ EST O/RECTLY OA/ TOP TRACK 9- ' 1C•SPA NUMGERS, G-/70, Ce-/ SEE SECT/ONO S/LL SEED O X N F1 Z CASETEM 7T: WHERE E/..CLOSURE S YS F OCCURST AEz/ST/NG WOOO / �9KK-BOLT" s'e'c -rte 427 OW Q /-O,QCH OR WHERE ANY OTHER MANUFACTURES STATE Ahl'�ROVEO AwN/No PAsc/A. O P.R. 4Co 3sF.L9X. FROM EA. 17E OF NfULL %3 J J $ ARE UseD - SUPPORT OF THE Avx°J/NS, SFll4L.L aE PROV/DEO BY ION. 12 THAT MANUFACTURERS SUPPORT iCT/QN- PER SYSTEM (POSTS ETC i'�iS(i(EL 14 T OPTIONAL !Q v- 14 R7v57 OR r2 -O 5/L�F TG MU, S aA', . 1'SECTlOd/�•/�CONN� 'ox •K° BOLT OR ECQ[LgL . PE laACH S/ OPT/OVAL ' ._._—_ . / h rQ` oN SECT 2 PER P }BOTTOM 7 -RAC K ! SPLICE TO'6E, y� r• 60TTOM '2' E� Z < a e5 M/N//dUM FRSN/ ,-.cwECT/ON - - "-'-" / u IAT MOB/LE HONE I6 [� POP. RIVETS TOP 2 TH/S ENCLOSURE /S ONLY 70 BE INSTALL ED C:/NOER AN ALUM /NUM MOB/LE HOME AWNwcC WH/CH /5 APPR OVEO FDR ENCLOSURE BY THE :.DET.O E W GLASS /5 UBEO WITHIN Wof= TFdE VERT MULL /ON r STATE OP CAL/PORN/A OES/C+N LOADS. /O PSF ROOF LIVE L09ki'� (PSP FZOOF O.L., /O PSF HORIZ. W/NO PSF; UPL./FT, ENCLOSURE PERM/TY€O•-ONLY WHEN TRACK c^ -OO U Q 90L/O AWN./NG /S OES/ONEO APPROVED W/TH ATTi9CHME/JT AT N/OB/LE HOME. - TYP/CAL CORNER EXTRUS/I 90L/O PANEL fjOT. M/O FTE/G/? PAUEL 3 FASTENERS: "POP°R/VETS SHALL BE�// W/50 SG ALUM. Rh/ET CARBON STEEL PLATED MANORE4., SHEET - L METAL SCEW S SHALL 8E STA /NLE95 STEEL GAO. PLATED OR G-v9L�/AN/ZED. ALL ALUM/NUM EXTR US/ONS ARE OF ALLOY TEMPER GO,dj-TCo EX/ST BLA6 /O/h•[9X. \ . CONO/T/ON 50L/D PANEL' WALL EXTFJJO/NCa THE FULL LENCrTH OF TWE AWN/NO: BEAR//./c7 SYSTEM A m O A M9X,hfL%M �" ' OL�c.gPPROVE - NOTES S/�EC/�/C.9T/OIJS r• 60TTOM '2' /. THESE ENCLOSURES' ARE L/M/TED TO RECREAT/ON /'IND OUTDOOR L/�Y/NG PURPOSES ONLY ANO ARE NOT TO BE USED AS CARPORTS, oARA6E5/ STORA GE OR HABITABLE ROOMS. -•W//JOOW JAMB 7n MALE � FE ALE /. ,-.cwECT/ON - - "-'-" / u IAT MOB/LE HONE I6 [� POP. RIVETS TOP 2 TH/S ENCLOSURE /S ONLY 70 BE INSTALL ED C:/NOER AN ALUM /NUM MOB/LE HOME AWNwcC WH/CH /5 APPR OVEO FDR ENCLOSURE BY THE :.DET.O E W GLASS /5 UBEO WITHIN Wof= TFdE CONNECT/ON SAME AS AT TOP r STATE OP CAL/PORN/A OES/C+N LOADS. /O PSF ROOF LIVE L09ki'� (PSP FZOOF O.L., /O PSF HORIZ. W/NO PSF; UPL./FT, ENCLOSURE PERM/TY€O•-ONLY WHEN TRACK c^ -OO U Q v 90L/O AWN./NG /S OES/ONEO APPROVED W/TH ATTi9CHME/JT AT N/OB/LE HOME. - TYP/CAL CORNER EXTRUS/I 90L/O PANEL fjOT. M/O FTE/G/? PAUEL 3 FASTENERS: "POP°R/VETS SHALL BE�// W/50 SG ALUM. Rh/ET CARBON STEEL PLATED MANORE4., SHEET - L METAL SCEW S SHALL 8E STA /NLE95 STEEL GAO. PLATED OR G-v9L�/AN/ZED. ALL ALUM/NUM EXTR US/ONS ARE OF ALLOY TEMPER GO,dj-TCo _ 'X.i� /O/h•[9X. /r WHERE AN AWN/Np /S ERECTED IMMEDIATELY A'O,JACENT TO. OR OVER APERMANENTLY CONSTRUGTEO BETA/N/F(G WALL OF F/RE RES/ST/VE FRONT EL E�/AT/ON MATER/AL, THERE SHALL BE NOT LESS THAN /8 /NCHES CLEAR NEM-/LAT/NO OPEN/NCy 6ETLc/EEN THE UNOERS/OE OP THE AWNN.*S ROOF ANO THE TONS OF THE 50L/D PANEL' WALL EXTFJJO/NCa THE FULL LENCrTH OF TWE AWN/NO: E X/STJNG MOB/LE HOM_ 5 LIGHT WENT/LAT/ON: EACH,�NGLOSURE SHALL HAVE AAI AGGREGATc W/NOOW AREA ` EOUAL TO NOT LESS THAN V-1 AR / '. ! ' %/O OF THE FLOOR AREA O.2 /O SQUARE FEET W A / GREATER. WHEN THE ENCLOSURE COVERS W/N001/./S OF THE MOB/LEHOME RE(aU/ D FOR L/pHT'/ VENT/LAT/ON, THE AJQ7 G�'O/G(9/OE MAX S/OE 'O SL/p/Np m W/NOOW AREA OP THE ENCLOSURE SHALL NOT BE LESS THAN �5 THE FLOOR /{REA OP THE NCLOSURE, THE REQU/R.EO W/NOOWS L/STEO i1BOVE SHALL BE %2 OPENABLE � oLA SS OR PLAST/G DOORS MAYBE INSTALLED SHALL OPEN ON A COURT YARD oR, ' STREET. SEE NOTE ✓•B FOR AOO/T/ONAL ;,'EQU/REMENTS. WALL S I ' SEE NOTE �►� 0-..13 �— G. eX/T/N6= EACH ENCLOSURE SHALL HAVE ACCESS -0 AT LEAST ONE EXTER/OR DOOR OPEN/NG O/RECTLY TO THE OUTS/OE FROM HE EN 7'h'R000,,yy THE MOB/LE HOME. THE OPEN/N6 SHALL 6E NOT LE99UT AN 30 NCJ•fE5'N e W/OTH, .Vo"r LcSS THAN S/z FEET TWO /NCHES /N HE/6HT, TWO SUCH POOR OPEN/NG5 SHALL BE PROV/DEO FROM THE ENCLOSURE, AT REMOTE 'LOCAT/ON9, WHEN THE ENCLOSURE •COVERS TWO DOORS OF THE MOB/LE HOME. IAL FULL 0002�2/'x O� 7. W/NOOW DOOR GLAZ/NG MATERNAL= USE INSECT SCREEN//�/G R/6/p ACR yL/G, �B° -/O WALL /,/,/ yx(A MAz,) TH/CK (M//./.) PLATE'.LASS,- . //5° TH/CK (M/N.1 SHEET GLASS OR / 2p M/L. (OR TH/CKER� /ONS SEE APPROVED PLJt9T/G. GLASS L/G/975 7.O 6ci /45Zm j, ABO"E F/N/SHED FLOOR `B I DOOR GLASS /F USED SHALL BE TEMPERED_ ALL W/NDOWS SHALL 6E 'REAO/LY REMOVABL�j oSEE NO Eg FOR, OPEN/NC-ate- REQU/REO. SL/O/hC' GLASS DOORS SHALL BE %4 TEMPER,EO GLASS. SU/T- �,�YPLC.%iL ' ENCLOSURES ������� PERM/TTEO 'ONLY _ .. .WHEN AWN/hA3 /9 r =L' SHALL BE /NUM CORP, MODEL PU-/ CONSTRUCTS LABEL EO PER STATE O,= CAL /PORN/A APPROVAL � 27¢. illi. EXTER/OR PORT/O Oc Pi9NEL SYSTEM WH/GH ARE SUBJECT TO WATER /NTRLS/c SHALL BE FULLY CAULKED. 9 eAC . %/./STALLAT/ON SHALL BEAR, AN /GENT/F/C.AT/ON TAG o/V/NG THE NAME ¢¢ AOORESS OF THE MANUFACTURER, MODEL NUMBER -S7, DARO PLAN NUMti=.Q ANO OES/c�.N LOAOS. /O, TH/S ENCLOSURE GFAMLL EE LOC^reO NO CLOSER THAN 3� 0! FROM 7-H 'LOT L/NE Il. A COPY OFT 7.0 CAL/PORN/_ FACTORY BU/LT HOU5/NG APPROVED PANEL PLAN W/LL BE $UBMITTED 7a THE LOCAL BU/LO/NG OFF/C/,4L ALONG WNTH' T,Y/9 PL iIN. 25 PERCENT OP THE CUT WALL PANeLS MUST BEAR A STATE OP CAL/PORN/A , y�CTORy BU/LT HODS/NG APPROVAL, /N9/GN/A, HER r.+o.oameam.o EL Q LbNCRE l8l�POP°R/VET OR O aTEK ° SCREK/ ETOPJ BOTTOM, c? �rB / BETWEEN r• 60TTOM '2' O f -•W//JOOW JAMB 7n MALE � FE ALE ! ,-.cwECT/ON - - "-'-" / u IAT MOB/LE HONE I6 [� POP. RIVETS TOP Ci :.DET.O E W GLASS /5 UBEO WITHIN Wof= TFdE CONNECT/ON SAME AS AT TOP r W/ PF/ASTEN�.Q9C TRACK c^ -OO U Q v 12 TYP/CAL CORNER EXTRUS/I 90L/O PANEL fjOT. M/O FTE/G/? FLOOR OFA /BOOR;/ /T SH<LL TRACK W� ¢ FASTENERS � N t _O55/ TYP •Y , ; •g• 50L/D PANEL' 6E PER MULL/ON - m N FULLY TEMPERED norov.voo�.m.e...rrs ° X ? /3 / • F/XEO GLZ/NG MULL/ON . '= ��.me®• PL°Yl4/OOD ORF ! SA. WN-.�uFACEO LUMBER ENCLOSURE SHALL g/9l�/ 1B. w/STD G([./T_P-Wi1SHER� ' 6 / OOGB ,-"X. SL/O/I.R9 C -LA 55 OR ONLY BE ATTACHED TOA PORCH WH/Cy HA9 �E,t/ PROPERLY OES/GNED ANO BOLTS EACH END OF PANEL (96lI MA O - - - "�- ' PLASTIC DOOR FULL HET GLAZ/NG X BRACED TO RES/ST e, WOOD ` X•% /Co hLgX, _ MAT CHORD 9oL/O ANOARO PANEL PER �2 ZC W/NO LOAD / =Lo E0 2CH FROM THE EVC LOSU N..ON BEAR/NG SYSTEM \L/ END �L ENATION 2.0° F/XEO GLAZ//VC-� L 50! / SOL/D PANEL /2°' T - _MATING MqT/Nr� %� NON BEAR/N BEiIR/N� SYSTEM 11 S/LL yEAp tia a% .SECT/ FEMALE SECT/O TOP TRgCK 3 TOP TRACK BOTTOM' TRACK\/ W//1/OOW P.9R7T5 ST.gNOARO H \`J Pop Rw ea"� :'POP" RwETs cn.o sMs. sTr a�/ ,G9/ .Z!�&6TYPEA. �8'TE' ! aQ OE C/1211/. MAX. NEflG RENS ' l8l�POP°R/VET OR O aTEK ° SCREK/ ETOPJ BOTTOM, c? �rB / BETWEEN �8r� °POP°R/VcT OQi°O �T'EK/ 24'' MG X: BETWcEN,TYP SOL/O PANEL (T/6HT F/Tl !1c, SGREW� 0 TOP, BOTTOM, 9G! A B=TwEEN TYP/GAL EA. S/DE - -•W//JOOW JAMB 7n MALE � FE ALE EX/5T/Na STRUCTURE L -1 B Ci :.DET.O OL/D P1N,gNEL ABOVE MV �j0/ r W/ PF/ASTEN�.Q9C 1 JAMB Q v � TYP/CAL CORNER EXTRUS/I g � � N t _O55/ TYP •Y , ; •g• 50L/D PANEL' ) ° /2°' T - _MATING MqT/Nr� %� NON BEAR/N BEiIR/N� SYSTEM 11 S/LL yEAp tia a% .SECT/ FEMALE SECT/O TOP TRgCK 3 TOP TRACK BOTTOM' TRACK\/ W//1/OOW P.9R7T5 ST.gNOARO H \`J Pop Rw ea"� :'POP" RwETs cn.o sMs. sTr a�/ ,G9/ .Z!�&6TYPEA. �8'TE' ! aQ OE C/1211/. MAX. NEflG RENS ' l8l�POP°R/VET OR O aTEK ° SCREK/ ETOPJ BOTTOM, c? �rB / BETWEEN �8r� °POP°R/VcT OQi°O �T'EK/ 24'' MG X: BETWcEN,TYP SOL/O PANEL (T/6HT F/Tl !1c, SGREW� 0 TOP, BOTTOM, 9G! A B=TwEEN TYP/GAL EA. S/DE - -•W//JOOW JAMB 7n MALE � FE ALE EX/5T/Na STRUCTURE L -1 B :.DET.O OL/D P1N,gNEL ABOVE MV r W/ PF/ASTEN�.Q9C 1 .T7�OF/TW/NOOW ¢.B O MAX., TEK! SC/Ry¢ME/WS La W000 w "LT//� g � MIB E - 9�:-• (O l8l�POP°R/VET OR O aTEK ° SCREK/ ETOPJ BOTTOM, c? �rB / BETWEEN �8r� °POP°R/VcT OQi°O �T'EK/ 24'' MG X: BETWcEN,TYP SOL/O PANEL (T/6HT F/Tl !1c, SGREW� 0 TOP, BOTTOM, 9G! A B=TwEEN TYP/GAL EA. S/DE - -•W//JOOW JAMB 7n MALE � FE ALE L -1 B NoN- T0- T SE= L R/vET OqR FULL HT. 1 MALE /ex2sx.055 ALUM. C ' OL D OOFZ J/i/�1B 11 SL /O/NG a7� fi T Ti9CHMcNT /9T SIOEWi4LL p00/2 MULL (ON 1e) ooaq g cXTRL/S � STANDAap lH' PER OST.( -T OR MATEO'hhfl''�`�JPER SOL/O PANEL (T/6HT F/Tl !1c, SGREW� 0 TOP, BOTTOM, 9G! A B=TwEEN TYP/GAL EA. S/DE - R/vET OqR FULL HT. 1 MALE /ex2sx.055 ALUM. C ' OL D OOFZ J/i/�1B 11 SL /O/NG a7� fi T Ti9CHMcNT /9T SIOEWi4LL p00/2 MULL (ON 1e) il�ly�lly Jd ...... .....____� _ - 0 Owner's Naine: 3. Installer's Name: 4. Is the site currently under permit? Yes[ J NolVfPermitNo. S. Is the site an existing site? YesjV4 No[ I (If yes, furnish two plot plans), 6. What is [he electrical rating ofthe mobUehoine? CrC3. ', at is the mobUihome site circuit breaker rating? 20!2- Afii*ei: 8. What is the elec,tri,cal rating of the mobilehome site? le" Amperes. 9, Is the main -service remote from the mobilehome side? Yesj J No[ �J Ifit is, what is the raWig? Amoeres. 10. Is there. any other electric load to be served by the mobilehome sate .el e6tric service (i. e. well, garage etc.)? Yes[t;' Nol I If yes, please identify the load 'and size: a) The mobile home site: Load® 'W Amp exes- b) The main service: Load- Amperes- loe> 11. Type Of gas S-mrv;we at mobUchome site: Naturallt,,t' Proir2nel I None[ I 12. Size of gas pipe at the mobilehome site from the meter or inches. 13. What is the gas pipe length from the meter or tank to the rnobileho=7-00. 14. What is the mobilehome gas demand? '9bj 0,) 0 B.T.U.* 4'(This infbrmation is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). COCIPO OP Fjq 0 May 1995 V P -8.5 --f, I O'd V4 T : 60 00 V, 6.L, V d._.L.L _naq 4j V__ 11 J & - V V V'g- . . . . ........ ......... Mobilehome Manuacturer: e-,ej--7AJ o oJ Manufacture Year: 'RE)DA If other than single wide, fitrnish Setup Model Number: S(00 —'I a Width: A(0 (ft.) Length:__�p 0 (ft.) Tagalong or Expando Size_(ft-) On a�' mobilehomes, manufactured after October 7, 1973, fimmish manufacturer's installation manual and structural setup sheets. FO_QTYN_QS: - Wood pressure txr t d or foundation gradef4�lher- SIM )RT$- Concrete blocklly ther; Provide Tie Down Specifications for all Mobueho=3; S - I - NCLZWME pier Fo;ofings Sizes and Lotaidoo una A U00 2 Lima 2 MA;A Bem%j Liar 2— C 2 e Lice Line 3 Unc 2 .............. ..................................... ............................................ main D&UM Line 2 Lin JL c I Ff.— ...................... ................ K— Tag or Triple L ...................... .............. Line I Piers- X Size rnh-limum., x Spacing maximum: 6 s' 5 From ends-maxirnumII_89�--'.' 01 " Lint 2 Piers: '?XIRX'qy Size miniglum: Spacing maximum: From ends -maximum Line 3 Roof Loads. Sizc minimurn Location ( ftim front)-. Line 5 Roof Loads: Size minirnu= Location (from ftont)-. Line I Openings Size rlunimum: X I--( Each side of openings with width over: Line 4 Pier%. Size minimum" Spacing maximum: ± L A From ends-maxirnumE::�. '01 k/ -Z„ OVER Zo ' Od VST:60 kms- ®fir c1'.6mgg tfl.av� ��'`%y �✓'.�fi JMT 17 > 4 I � � ea _. � t ®'' 3 - ~•21��j�ip•�.L � rte•-��-=- ova-_ � ' - ,.a• �.PIM_ wZ1 641 m .='=i.-." •� o - r.! x wy ':i 4S' iZ• Amo_ - � - r� I P17 ova �r-L•.s�• ®� I ivy.®1=®�'� `�'�' •' i' �sro "�� a Z I f v. t 7 I � le2 lei II lU l mss' "`®• � I � 7� - .) rps7rtircates <' b_arsm a rer)v+rcd !. - �f !t ,i' 2-;(+® OLi. 4752 ,r .& LL L PER WA;f� 17 r— �1 dL—[&� ®J LEM= ® most YXz9 ��8' zt®rt3� S-0r/fry /,� sxa , ° T-T a, { 9 33 / B L) Thi f� �� � ;� ;xs}c 'fl a7 �„ mrt�r • � - �7 i ft=i tla Vgr �f �6 r !�� 2300 a 1;- j 7 - `_ O J " 1 69" 5700 i ® I 4i 11- . W 1 N D OW/D 00 R $CH E OU',7- - . • 'rm.:.ac.c: < :i:-•>•n � .cq-•:a .a. j s= I r+c�, tLu4 ' ,m) sas , r rerr LEvc-NO: m� a Fi£ES'DOD - r' ,b••1t�.�L 1®0 t"1 I fd•P7's _ � d�(:Y � ' LtiA! •.. :rn sP?es suvn. rsaetZas+m a.Rm+zya .mc y>® KAN s,�s 7 ' OF TS TTP 1 O"xbr o+G�LS�ElI. P ,t/ , (MT a�mnomy _ T tE, "'a �+- yxaaas ar AcJ affirm 13 mwam i rmr �Lo�r3 ' X r- 3 >t asen®>rr.0- a a WILL a+rr . y m cs IA ys 00 M m Exl54/ce �1- IA Exl54/ce �1- -�f IIS x p 04 { > wsvMoa wounA C4 i agismic ria PAS ` t 4 tj OUTURK Or I90111LH cUcH ' ( as DOABLE WIDE TYPICAL y 20°° 2a°, 2p° OR 28' r . w , .A �� B , ► B Scale: 11' rOR MOREi LAYOUT r,,,APPROVAL.. r Rr PIER & rOOTING MOBILEPER • INSTALLATION MANUAI,, ELEVATION NGT TO SCALE IW COACH I KA14 31 x 31 KATE �l*F ff Mr, c ^r s^ M •v^a z....'�"1'.^:�'i"" ara ,u ao r 6 t r � x x �s i k t `�v h 1 �t y� ,r+ -r '� AA �ny o <ja „� 1 '3'tl:: �R P,t a1. ,QreP'1`Frd ( s;('�y,'7p"9 +p' tgk pp�er"&, �"a't'»ri�i >' •° J/�}C �Y°vr f�p,,Pf � UW.rvtik.Y,S±£F+4^,i tP € .v" ..lora° r'V,d�r�;'�t'�`i S4,��M ,a.aa7 ry,� .rte ,; ,"'°"Z. a.:rs 4=—v,sre..m ,mxr,�^t ? ,c MAX 'TUBE HEIfiP11 IS tk? n� (pp aM x 7{ttr j r ' :a a, n -m " Q' SPK7i�T TUI1E q.r'bt .ec'R�/a• fav f 4,ya�,,ii n: ,rEY tk��'�'fi 14' L �iG 1J a r' 3 4°&3xY ix r C Via' j" 2 DIA • , SID PIPE .• �y,w+�pn�_`yj`+sv+'r S''$D5 gn ¢d`'�.`'ri c,r�YC`�'�( 1'2f axA% sY"!'x.} #`� i 1t0,1S 3/16` P0-TC TlCi9i'iI.PJ' N In 1110 CLAMP P�- W4 AS 1N-ProS `IillIk I� at 1' ����;�a 1'um"t's,e r "� (111 �;�`j ff %r�J et �4%, I�e� 3 �:� �'��1��� A4a. T Clfil£ " 3/16, PLATE LEGS �' a s,��°,'�"."' ���h G�'�es'I da ` �' .�a• �� " x' . 3/4' Th�?EADED REID y TrP or 4 AAZ r 4,��� r�$ r r"`kazi 5e16PLATE I 'vA rk I 5/0° X I 1/4' T WITH HARDEPC4 WASHER o rs! iMal iN�"/#tA too Imf k Yv?1Sa�t. SEISMIC PIER ° P N o `� " t � ' lack .0 � � C,P, SEISMIC PIER#1 PATENT P NDIN a 00 � f NOTE, ,. va, a k fi� �5% u a� � 1 �,t 1 t td 190 IN -POUNDS IS EQUIVALENT TO 15 rv-POUNDS azkxrALLa`��� "A'1404Dk (,�t4,=6 ONAUlb&5 GOOK'-� 70 idl�a I"I� 4V9 OUKIW WPg1 '111,14, Ake' Pf t: •+,W�Vjj i� 1"� a F a a'. �t rk OLS ,kfink. w R6 vLUD t�armoA AA F,G,l,1 r: ANt_1, E a 3., 6z1 It��' (�"I °I`'�b A� DSIE.`i z 3/8' x I' DOLTS�1 FIELD DRILL HOLES &Mrees: I OPTION OF,1 1��Isx�� 1' 4 m 414 TEX STS COACH C "'lad�a�aA' OR J BEAM Tom, 1 � � 6�k I Inc �u t� 1 r��€� a "C • x " m I/4°x2°x4' MATE ANGLE 3" w l DE"�`'"}�4�' ..t�,.lv �� 1:b t��I�.,1� Iy`��z �'Em++3� k�d�Iy~,�,�1�•�`^kyi�� �k� h vjall£�15t,.�' €�'. DE�c' wI" Y 6 ' R. �' "•n' ['SY C$({P rAi h> GkCi/wa M1a fY"4�..nbM. P"iA y=�ri+' , =^ .� r sI<S Ac 7f uKU) I'�£i}U WALL ALL i t1 .TA6 �.nI��L%;^�i��: h9S np• ,it0 k" ,6R 'S& r, .,i:w�a �k 4 �' 1/2` =✓'r 0. l�ml "div""�' ���zfMfi .r, ; k 4-V4% �F . CLiSMIC BOLTSJI+ti(WK '� PIER 10. THA &YOM W ADWCG''IV, hND,R;4 la¢ F1 EU. TYPICAL BEAN L , dra CONNECTIONS � � �`1" in3l �� k { .� �raRA ra AN W A. OR n; � i CCS e"� ` +I�Ad� d P I�k.Y419 If 944 Not to Scale Phr it Sej W 0v4R81ZC FOR u+Wv'M A �( Z�r AND 1* COWN, �•4� '' M114 G i aJ i a1 AFI 4 1v 1 s � 1L t s l o��� j� T�'wI r��� � P� �� Phi �a P ►eescav v See° PA ®� tea• a®.T" S+A�. i 13' 24' W19 Imelt 4. �•z P a_.. 36 112 � ' � ° i t+ee° r 17:o e t �rvCd aT,� 1. l RuA 1ja�'15 w mwmA ;fro =NW, - 911 = . SPwlu#.R:A Y6C[1 . A ' 3. 5 140,. " OF =AA WE OUCH -W nz?. 404-410.4�/ e vyr$ ti" r Zax� 404-410.4s.„`f a"i a� rf.11 9. AI1�^ ; ZZ IFG�g PRECAST CONCRETE. ` �M. ��.���� FOUNDATION PAD 5. k kT 4":k a.4.: �i 9'kds b la z.R f Pe Ag 1jPrr q q 0k ,k � d k i.�s , s . "t,I „lNTe'^ #aFia /(" `d , a MRAD w�I'P ° SCALE 1` 0 1.5' Ve � .a�;��Y6�VA 4 D X4,°(0 i W )4�1 . e��� ��� 3/4' PLYWOOD SHLEI S 44 SCRC WE D I OC11 HER WITH & �"° ,f � ,1' wl w 311 Plaks rK IEV " D u E Pt 30°u 112°u3/q' x a Moc r vera Comm NMW I ' PLYWOOD _. .__... _._... ( Q��8 q 2 L g @ syn pypprq gz Fx 6r fUhf b` i�/ A� �^'`kr{t i Y? Ri �+{Pa I'� ,�• 4 ."� fi I tis d ta+ 4:sT'. 3 1fiek'e ia,"� ` 4n v 9�•5 ,a &' i4,h1�1 t . ' A •'i� b Ie gd�'SM8 1�rN d $'N NOT BAD RYD AAA AND IC` X,15.1dWF C& III11 LS F llR U414N A10 r; °I11 1. ' APPROVED I I ° lb`xFsL YWUOD x I 2cr C�;FBI:Ie>r..ai►Gi.R' MMD.i I TX ' i �iG"'t�.1.��%��'�; a��h"'.FN 6a''i�.}1t 11..a. Qt(/,•r`�1��U�1iie�.�i i'n .'y�,e`"���q,;� �'�'''tb�'�x.. �rt ra,.,. wily ,wNcICpC.;fr1 qU LDNG_ ., PLYWOOD AL'I"ERNA"NVI V�Z OUNDATION PAIS It EN OF r `•Ft. al { { { C 1 29 { Ij� CQ � { 8k1 smic Pit"PAM LH OUTUTA49 Or WORILE SINGII: WIDE TYPICAL MOBILE SINGLE WIDE scop: f" � 10' COACH STANDARD PIER & WITING SPACING PER MOBILE NOWE MANUFACT'URER'S INST AII.ATIONI MANUAL ELEVATION NGT TO SCALE IW COACH I KA14 31 x 31 KATE �l*F ff Mr, c ^r s^ M •v^a z....'�"1'.^:�'i"" ara ,u ao r 6 t r � x x �s i k t `�v h 1 �t y� ,r+ -r '� AA �ny o <ja „� 1 '3'tl:: �R P,t a1. ,QreP'1`Frd ( s;('�y,'7p"9 +p' tgk pp�er"&, �"a't'»ri�i >' •° J/�}C �Y°vr f�p,,Pf � UW.rvtik.Y,S±£F+4^,i tP € .v" ..lora° r'V,d�r�;'�t'�`i S4,��M ,a.aa7 ry,� .rte ,; ,"'°"Z. a.:rs 4=—v,sre..m ,mxr,�^t ? ,c MAX 'TUBE HEIfiP11 IS tk? n� (pp aM x 7{ttr j r ' :a a, n -m " Q' SPK7i�T TUI1E q.r'bt .ec'R�/a• fav f 4,ya�,,ii n: ,rEY tk��'�'fi 14' L �iG 1J a r' 3 4°&3xY ix r C Via' j" 2 DIA • , SID PIPE .• �y,w+�pn�_`yj`+sv+'r S''$D5 gn ¢d`'�.`'ri c,r�YC`�'�( 1'2f axA% sY"!'x.} #`� i 1t0,1S 3/16` P0-TC TlCi9i'iI.PJ' N In 1110 CLAMP P�- W4 AS 1N-ProS `IillIk I� at 1' ����;�a 1'um"t's,e r "� (111 �;�`j ff %r�J et �4%, I�e� 3 �:� �'��1��� A4a. T Clfil£ " 3/16, PLATE LEGS �' a s,��°,'�"."' ���h G�'�es'I da ` �' .�a• �� " x' . 3/4' Th�?EADED REID y TrP or 4 AAZ r 4,��� r�$ r r"`kazi 5e16PLATE I 'vA rk I 5/0° X I 1/4' T WITH HARDEPC4 WASHER o rs! iMal iN�"/#tA too Imf k Yv?1Sa�t. SEISMIC PIER ° P N o `� " t � ' lack .0 � � C,P, SEISMIC PIER#1 PATENT P NDIN a 00 � f NOTE, ,. va, a k fi� �5% u a� � 1 �,t 1 t td 190 IN -POUNDS IS EQUIVALENT TO 15 rv-POUNDS azkxrALLa`��� "A'1404Dk (,�t4,=6 ONAUlb&5 GOOK'-� 70 idl�a I"I� 4V9 OUKIW WPg1 '111,14, Ake' Pf t: •+,W�Vjj i� 1"� a F a a'. �t rk OLS ,kfink. w R6 vLUD t�armoA AA F,G,l,1 r: ANt_1, E a 3., 6z1 It��' (�"I °I`'�b A� DSIE.`i z 3/8' x I' DOLTS�1 FIELD DRILL HOLES &Mrees: I OPTION OF,1 1��Isx�� 1' 4 m 414 TEX STS COACH C "'lad�a�aA' OR J BEAM Tom, 1 � � 6�k I Inc �u t� 1 r��€� a "C • x " m I/4°x2°x4' MATE ANGLE 3" w l DE"�`'"}�4�' ..t�,.lv �� 1:b t��I�.,1� Iy`��z �'Em++3� k�d�Iy~,�,�1�•�`^kyi�� �k� h vjall£�15t,.�' €�'. DE�c' wI" Y 6 ' R. �' "•n' ['SY C$({P rAi h> GkCi/wa M1a fY"4�..nbM. P"iA y=�ri+' , =^ .� r sI<S Ac 7f uKU) I'�£i}U WALL ALL i t1 .TA6 �.nI��L%;^�i��: h9S np• ,it0 k" ,6R 'S& r, .,i:w�a �k 4 �' 1/2` =✓'r 0. l�ml "div""�' ���zfMfi .r, ; k 4-V4% �F . CLiSMIC BOLTSJI+ti(WK '� PIER 10. THA &YOM W ADWCG''IV, hND,R;4 la¢ F1 EU. TYPICAL BEAN L , dra CONNECTIONS � � �`1" in3l �� k { .� �raRA ra AN W A. OR n; � i CCS e"� ` +I�Ad� d P I�k.Y419 If 944 Not to Scale Phr it Sej W 0v4R81ZC FOR u+Wv'M A �( Z�r AND 1* COWN, �•4� '' M114 G i aJ i a1 AFI 4 1v 1 s � 1L t s l o��� j� T�'wI r��� � P� �� Phi �a P ►eescav v See° PA ®� tea• a®.T" S+A�. i 13' 24' W19 Imelt 4. �•z P a_.. 36 112 � ' � ° i t+ee° r 17:o e t �rvCd aT,� 1. l RuA 1ja�'15 w mwmA ;fro =NW, - 911 = . SPwlu#.R:A Y6C[1 . A ' 3. 5 140,. " OF =AA WE OUCH -W nz?. 404-410.4�/ e vyr$ ti" r Zax� 404-410.4s.„`f a"i a� rf.11 9. AI1�^ ; ZZ IFG�g PRECAST CONCRETE. ` �M. ��.���� FOUNDATION PAD 5. k kT 4":k a.4.: �i 9'kds b la z.R f Pe Ag 1jPrr q q 0k ,k � d k i.�s , s . "t,I „lNTe'^ #aFia /(" `d , a MRAD w�I'P ° SCALE 1` 0 1.5' Ve � .a�;��Y6�VA 4 D X4,°(0 i W )4�1 . e��� ��� 3/4' PLYWOOD SHLEI S 44 SCRC WE D I OC11 HER WITH & �"° ,f � ,1' wl w 311 Plaks rK IEV " D u E Pt 30°u 112°u3/q' x a Moc r vera Comm NMW I ' PLYWOOD _. .__... _._... ( Q��8 q 2 L g @ syn pypprq gz Fx 6r fUhf b` i�/ A� �^'`kr{t i Y? Ri �+{Pa I'� ,�• 4 ."� fi I tis d ta+ 4:sT'. 3 1fiek'e ia,"� ` 4n v 9�•5 ,a &' i4,h1�1 t . ' A •'i� b Ie gd�'SM8 1�rN d $'N NOT BAD RYD AAA AND IC` X,15.1dWF C& III11 LS F llR U414N A10 r; °I11 1. ' APPROVED I I ° lb`xFsL YWUOD x I 2cr C�;FBI:Ie>r..ai►Gi.R' MMD.i I TX ' i �iG"'t�.1.��%��'�; a��h"'.FN 6a''i�.}1t 11..a. Qt(/,•r`�1��U�1iie�.�i i'n .'y�,e`"���q,;� �'�'''tb�'�x.. �rt ra,.,. wily ,wNcICpC.;fr1 qU LDNG_ ., PLYWOOD AL'I"ERNA"NVI V�Z OUNDATION PAIS It EN OF r `•Ft.