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062-690-005
•'JE�68-9-ip-'E ENVIRONMENTAL, upgL-60q0-00s GRAHAM, Thomas HEALTH CLEARA RANCE 660 Bald Rock MI'Be-rry.Creek bATE 7- d a aer u ti .trvel t�rai ELEC GAS - COMPACTION TEST REQ SUPPORT STRUCT REQ___—��� 1 062-690-005 03-1334 'HESS,, ROBERT 660 BALD ROCK, BERRY CREEK Cont: QUALITY NEW MH PERM FND. EX SITE -Z-7-10-15' IN I , M"w „, , .. L ,ry RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2005-0030784 Recorded I REC FEE 10.80 Official Records I County of I COWORNED COPY 1.00 Butte I CA DACE J. GRUBBS I County Clerk-Recorderl I I KL . - 09:07M 31 -May -2005 I Page 1 of 2)t IIII �'I II” I'I' I II I'IIII�' I'!I'I (I 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. ) ROBERT HESS AND JENNIFER PAYNE BUTTE COUNTY BUILDING DIVISION r REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 660 BALD ROCK RD. 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS _ BERRY CREEK BUTTE CA 95916 OROVILLE BUTTE •CA 95965 CITY COUNTY. STATE ZIP CITY COUNTY STATE ZIP SAME • 03-1334 530 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT BUILD PWAIT NO. TELEPHONE N MBER SAME 612-765-- -- CITY COUNTY STATE ZIP NA RE OF LOCAL AG FICIAL DA 1 SAME OAKWOOD H MES UNIT OWNER (if also property owner, write "SAME") DEALER NAME (if not a dealer sale, write "NONE") SAME. 743485 \ MAILING ADDRESS DEALER LICENSE NO. s � CITY COUNTY STATE ZIP UNIT DESCRIPTION OAKWOOD MOBILE HOMES 2003 7268 / 02P501K MAN'UFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEMUMBER GOCA21 L30298 A/B/C 50'X 40'5" RAD 1379022/23/24 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP # 062-690-005 HCD FORM 433(A) REV. 8/91' '^ WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. � i�'. !'• C r i �t 1 YQ3 EVAN= Iis �t--.7 I o s8 1 _ l"a A � y Escrow No. 103565 -CC Title Order No. 00103565 EXHIBIT ONE A portion of the East half of the East half of Section 33, Township 21 North, Range 5 East, M.D.B.&M., more particularly described as follows: . BEGINNING at a point on the East line of said Section 33 from which the East quarter corner of said Section 33 bears North 01 ° 42' 01 " East, a distance of 577.21 feet distant; thence West, 390.5 feet to the true point of beginning for the parcel of land herein described; thence from said true point of beginning, continuing West, 205.45 feet, thence North 489.61 feet to a point in the Southerly line of the Bald Rock Road; thence along said Southerly line, being along an 870.00 foot radius curve concave to the Southeast whose tangent at this point bears North 630 46' 08" East, through a central angle of 11 ° 28' 52". an arc distance of 174.33 feet; thence North 75e 15' 00" East, 16.38 feet to the beginning of a tangent curve.concave to the Northwest having a radius of 930.00 feet; thence along said curve through a central angle of 01 a 42' 01" an arc distance of 27.60 feet to a point which bears North from the true point of beginning; thence South, 562.12 feet to the true point of beginning. '. BUILDING PERMIT NUMBER: 03-1334 Address or location of unit: 660 BALD ROCK RD., BERRY CREEK CA 95916 Legal Description of Real Property: AP # 062-690-005 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: ROBERT HESS AND JENNIFER PAYNE Owner's address: 660 BALD ROCK RD., BERRY CREEK CA 95916 INSIGNIA OR HUD NUMBER: RAD 1379022/23/24 SERIAL NUMBER OR V.I.N.: GOCA21 L30298 A/B/C MANUFACTURER'S NAME: OAKWOOD MOBILE HOMES INC AR: 2003 OFFICIAL APPROVING INSTALLATIO . ; W DATE:.. 5 0 0.s PHONE: (530) 538-7541 H.C.D. 513C RECORDING REQUESTED BY: Fidelity National Title of California Escrow.No. 103565 -CC Title Order No. 00103565 When Recorded Mail Document and Tax Statement To: Robdrt Hess & Jennifer Payne 2900 Norcade Circle, Apt 3 Sacramento, CA 95826 a1010a--1mGD69783 Recorded OfficialRecords CountTEOf CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 20 -Dec -2002 REC FEE 10.00 TAX 44.00 MONUMEN M.N Shauna Page 1 of 2 GRANT DEED SPACE ABOVE THIS LINE FOR R A* The undersigned grantor(s) declare(s) 51" Documentary transfer tax is $44.00 { X 3 computed on full value of property conveyed, or I 3 computed on full value less value of liens or encumbrances remaining at time of sale, ( X 3 Unincorporated Area City of FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Dolores Ann Graham, Trustee of the Dolores Ann Graham Living Trust, Dated November 28, 2001 hereby GRANT(S) to Robert Hess, an unmarried man and Jennifer Payne, an unmarried woman, as Joint Tenants the following described real property in the County of BUTTE, State of California: SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF . DATED: December 16, 2002 STATE OF CALIF RNIA COUNTY OF �flN� ON Ix -l -r- c before me, personally appeared personally lmewn-te-me (or proved to me on the basis of satisfactory evidence) to be the person(si whose 'name(sl) is/af&subscribed to the within instrument and acknowledged to me that hefshe/the"xecuted the same in hWher/theirauthorized capacityffesi, and that by hTs/her/their signature(st on the instrument the person(l), or the entity upon behalf of which the person(*) acted, executed the instrument. Witness my hand and official. Signature( Dolores Ann Graham, Trustee of the Dolores Ann Graham Living Trust, Dated.November 28, 2001 By: &,P, C� � �-ercRiY►c� Dolores Ann Graham, Trustee rD. WHITE O COMNt # 1369741 NOTARY PUBUC-CAUFORNIA la) I SANTA CLARA COUNTY 0 COMM. EXP. AUG. 21.2006'` MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7/96) GRANT DEED NOTES RESIDENTIAL. x062-690-005 �^ Y' 03-1334 PERMIT NO. —'HESS, ROBERT) 660 BALD ROCK, BERRY CREEK Cont: QUALITY NEW MH PERM FND EX SITE , 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 (THE + INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S)• IT [SPECTOR TO VERIFY SERIAL & LABEL #'S. y `1 •. t SPECIAL CONDITIONS CHECKED � �/ SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTIONITEMS . fic - �USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 0,8- f JOB FINALED (Datel 7� Signature h �44 5 �44 It J=OK 0 = Not OK . = NotReadyable J MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zo Reg uirements-Setbacks-Easements 1. Zoning Requirements -Setbacks -Easements ootings; Size -Spacing -Marriage Line Gas; MH Test -Demand -Valve -Connector 2. S ' , Special MH Support Sketch Electricity; MH Test -Crossovers -Breakers -Clearances Ser; Location -Test-Fall-C/0-Concrete Drain; MH Test -Fall -Flex Connector r; Location -Test -Easement Needed (Sketch) Ele tricity; Location -C nces-Grnd-/ /Amp -Concrete ZO ."bas; Location -T Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG Water and Sewer Connected -C/O to Grade -HD Approval 7. Well Clearance & Disconnect s and Electricity Tagged Tie Downs -Type -Installation Cert. Exits; Insp.-Sketch 8. Utility Clearance Cert. of Occupancy 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit 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. Zo Reg uirements-Setbacks-Easements 3. ootings; Size -Spacing -Marriage Line 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 10. s and Electricity Tagged Tie Downs -Type -Installation Cert. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date,. •; - O NT END SYSTEM (ONLY) Line / as; H Test -Demand -Valve i/ j ricity; MH Test er; MH Test /Wiafer and Sewer Connected #'s with Office Date % b 3 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 0 437bz"3J z 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 4 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 jj 1' 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels }Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI { 5. Elec.; Pool Lighting; 15 Volts-GFI ( 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed } 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-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 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels - 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 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- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels - 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection - 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes O 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: BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEPTIC SYSTEM INSPECTION CERTIFICATE P.O. BOX 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 TEL: (530) 891-2727 TEL: (530) 538-7281 The sewage (�posal System was inspected at U 14b 11 � For C--� d- �� (,23 AP# t'� % —04-6 SEPTIC TANK LEACHING FIELD Size U Gallons Length feet MaterialWidth inches No. of lines Rock Under Pipe inches The above dimensions meet the minimum requirements of Butte County Code, Chapter 19. Additional leachi g area will be required if experience showsitto be necessary. Remarks: T s/ L/ v N Date: S2 -778R (Rev 8/99) ENVIRONMENTAL HEALTH SPECIALIST Bunte County environmental ea pate Signafiure V ��1 7 County Center Drive OroviUe, CA 95965 TEL: (530) 538-7281 FAX: (530) 538-2140 Owner's Na Applicant's Name.. Mailing Address I 1. Construction Site le(2BUTTE COUNTY DEPARTME OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH _nvi'Onmental Health 411 Main Street ' P.O. Box 5364 J v N U Il Z003 TEL: (530) 891-2727 FAX: (530) 895-6512 7 County- Uenterpaye PPLICATION FOR PER-M'1rY % TRUCT A SEWAGE DISPOSAL SYSTEM :F, --fl AI C -DE TSN lam- Assessor's Parcel No. 6 C -I y\ l cGsO 4)}. jntj1 Phone No. _mei — or 2. Lot Size feet x to nearest crossroad) feet. acres 3. APPLICATION FOR: New system for new building ❑ Auxiliary or secondary system ❑ Repair of or addition to old system ❑ New system to replace existing facilities ❑ 4. Type of building to be served by proposed system: Mobile Home ❑ (size No. Bedrooms House ❑ Other ❑ No. Bedrooms (specify) Garbage disposal?. Garbage disposal? 5. Water supply for premises: (Must be safe, potable water) Community ❑ Private well ❑ Other Water supply for ajoining properties: Community ❑ Private well ❑ Other 6. WORKMEN'S COMPENSATION INSURANCE ❑ I have placed an file with the County of Butte a certificate of Workmen's I am aware of the provisions of Section 3700 of the California Labor Code. Compensation Insurance. Which requires every employer to be Insured against liability for Workmen's Compensation. ❑ 1 certify that In the performance of the work for which this permit Is Issued I shall not employ any person In any manner so as to become subject to the Workmen's Compensation Laws of California. SCALE PLOT PLAN TO BE FURNISHED Sketch to scale on reverse side hereof, or attach scale sketch of plot plan of the premises showing: a. Property lines. b. Location of all proposed and existing buildings, structures, driveways and parking areas. c. Location of large trees, rocks, or other obstacles. d. Location of any well, spring, creek or other body of water on the parcel and within 100feet of property line. e. Show direction and approximate amount of slope. f. Source of water. g. Water lines. h. Set back lines and easements. i. Proposed sewage disposAl system and area for replacement. I hereby state that the information above and.on the reverse side hereof or attached hereto is correct and true to the best of my knowledge. I understand that the permit must be obtained before any construction is begun either on the building or on the sewage disposal system, and that a satisfactory inspection of the system is required before the new building or dwelling may be occupied or the system backfilled, or put into use. I also understand that a safe potable water must be supplied to the new building or dwelling before occupancy can ce. Sign Owner 9 --Authorized agent ❑ Licensed contractor ❑ Date (An original letter of authorization must accompany this application in order for an authorized agent to sign.) FOR OFFICE USE ONLY Legal parcel? zoning Use permitted? Access Rcpt. No.a� 7 Amount Water plans cleared Potable water Comment CdS7aR y� .y,'-'s,..w ,.. ••--it-r--. a: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. ' A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional {` explanation, please contact the Building Inspector as indicated below. � � n Date Inspector REV 4/05 / Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH Division of Environmental Health J< stallation of Sewage Disposal Systema AP# A sewage disposal system was installed by (Septic Tank Installer) at (Address) (Address or Location) Tank Size (Liquid Capacity): Leaching Field: Length_ft. Width in Rock Under Pipe: in. Destruction of Sewage Disposal System A sewage disposal system was destroyed by'_Q=c,� y- 4 (Septic Tank Installer) + ln(obr�l r�r ��.(� at (Address or Location) AN 1t.JYI C. I (o . z6b 3 (Date of Des ction) Method of Destruction:- ' ' (U r ry Material Used: An as -built drawing of the septic system, with the property dimensions, north arrow, and the nearest crossroad is required on back of this (Date) Rev 5/98 '3r,4' u.cvCQ- !L da�C/2 1�77 P Z `� � � Di/4 Poi sr�i2P,�e PPe s. � `� T G cr 00 w SIR ®Do.��, '3r,4' u.cvCQ- !L da�C/2 1�77 P Z `� � � Di/4 Poi sr�i2P,�e PPe s. � `� T :t II rt ry t,a � tiE N \ J s / 22 ^� � �� ^� �� /\ 2}\: � � � � � \� 2. /< © .. .. , . .2� m �� /\^\ �^�' � � - r v� !�=\ .. . \. � . � - �. } -` � \\�~ �`��/ `� ��� \� > \ �� � � � ". . � > ��Q���\� %.R�: �\3 , � �| �:- } y �y . .\ � . . .� < , � :� � A , . _ �{/ � \ . ��.. . / ! � .�% � §.. . . f , \ � \ . . ! / °mr �� � ».)%\ }.:` ��y � . . . - \ \� © , . §} � � /. \-� » § � , s. . w .� , , ` . }� � � � � « � ` - `� » » . \ - \ / r>� ° � # / � \ . . :. ��\ �� \ � � ` ��2 , � � 3<� w .. �� ��"�� �� t%<\� ����. d :`��\�\c ~ �\i**\\> j:«- ` \ �a��#' S : � - -� ° }` \� 7 £ i� . -�. ������ � . .. .%�, �'����\\\ . .. \ � .. " �.� \ \z �«\ � /� / » �� \ � m �-.2�/}�'/ \ \� . . � 660 Baldrock COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev:12/96) APPf' LICATION AND PERMIT �� - 3 3 ASSESSOR PARCEL NUMBER 062-690-0 ZONING BUILDING PERMIT OWNER Robert Hess and Jennifer Pa=e- I TELEPHONE qR9-977R2000 SO, FT, OCC. BUILDING VALUATION R 1 8 00 0 OWNERS MAILING ADoaess 660 Bald Rock Road Rprry Crppk CA 9591L CONTRACTOR'S NAMETELEPHONE ualit T CONTRACTORS MAIUNG ADDRESS 1,4091 S Unr-nIn way Galt CA 95639 CONSTRUCTION LENDER Fireplace LENDER S MAILING ADDRESS Total Valuation Nifx 108 000.00 ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 Permit Fee 671.00/2 $ 335.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23-00 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 1 5-00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: new MH perm Fndn ex Site Gas piping system 1 - 5 outlets 15.00 5 00 Building sewer 15.00 Mobile Home IS I G1 W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800V OR LESS Main Service ZD.A OR LESS 23.0023,00 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 ' in fo ce and effect. 1J/1(, License Class Lic. No. l f= + OWNER -BUILDER DECLARATIO 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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. D I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. ;My workers' ompensption i surance ca .er and policy number are: Carrier QrmeV t/t91Svoil Policy Number (The above sections rieed not be dcrmpreTed 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 forffiwith comply with those provisions. t�-� X / 03 i nature of plicant - Owne O Contractor , Agent An OSHA per is required for exca ations over 60" deep and demolition or construction of structures o er 3 stories in heig Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCSo OR ADONS. ( & ACC. BLAUP. S. 3.5¢FT; =REOSIDT MULTbOUTLET 97.50 POWER APPARATus 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1'00 BAL @ .SO Ex. Occup. OUTLEEDTS q=D.GE'A, 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 $ 506.50 "Al -I P FL D P CEL tj This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work i6dicated above for which fees have been paid. By D e 2 �� PERMIT EXPIRES ON I 1pt.) Receipt No. �3 7 Y// WHITE-D.D.S.-B.D. CAN RWASSESSOR P K -INSPECTOR GOLDENROD -APPLICANT FA ?(&- 5-71- 0 W c44Lt_ YouNc41)A41- / /!)i �1 ' fit COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILD/DIVISION t 7 County Center Drive • Oroville, Carif=ia 95905 • Telephone (530) s 6-1541 - P IAT I40•. �.1ug6) APPLICATION PERI ✓ � "3 � i 3 '3�, ss rAne Fn 06Z ' b -IG - a ti1C S ! �e BUIMING FERMIT nvnm SQ. FT. OCC. BUILDING VALUATION - 2 o- a �> crMVcuwi%�v►C• s, [> �'6YCEdL: ILnA3G.l Fn'epiS:e '. � ! ^•'�'� T"�� I i _ Tota) Yaluation zta CIR Rho Fee P3en anecking Fee ��� • �? sergy Pure Gf�e�r►g Fee S PIT FF=- 3F 0 Duplex 0 obilefeome " 011ier _ TYPE OFl ew Ada= o (� Ia�el 0 LIZ=0 Describe Wort I W rv1Qnu C WKcore]PWa Amovw REfi►mt> =res Num D N�i LUMBNG Filing Fee 20.D0• PMW F-= sp 7.DD ' heat pump water heater 23.OD PSMIFT ;fig I S.DD – s wslar heir or yard 15.DD ' = COMR f symam 1 - 5 MAsts 15.00 sawar I S.DD :sn+► io "M& S G W e20.D0 DRAM= "611=L=9r P=rRMT FEE S Nbbbe Home Indtallalcn Fee 91 Inspedon Fee S =* 0* rr FE rf 1711 1 �?F I 11� TO IS zwo CO#MM This Parma is hereby issued under the appi:able provls rrs elf ties Butte County Code and/or Re=h&= to do wank incased above for whip fees have been Paid By . Date PERW E1:PiRer, Old Re�ptNo. • tar►ataa n_:.a_n uu�Rs.dsssson vrrex•uuP2CT�R �o1D-�rROD-I�PPU^-ANT ,�,d r PMW F-= s FLECTRICJIL PSMIFT Ffta Fee 20.00 Dain swm = COMR f _ MOD 4T, maim Berg :sn+► io "M& 4LOD DRAM= "611=L=9r `A= @7SD FORM APPARAMM �s acm w •p MMEr OR � woo e m Er• APP�ns are eamFes me;� m S.OD Tem Servi:e =0D Nbbile Horne Facoas ' 2QDD L V I&-- W ' 23DD PERIIBIT Fc–E S JSECKAi,DCAL PERMIT Filing Fee 20. DO Reefing . Coo Hid 6.50 P=rRMT FEE S Nbbbe Home Indtallalcn Fee 91 Inspedon Fee S =* 0* rr FE rf 1711 1 �?F I 11� TO IS zwo CO#MM This Parma is hereby issued under the appi:able provls rrs elf ties Butte County Code and/or Re=h&= to do wank incased above for whip fees have been Paid By . Date PERW E1:PiRer, Old Re�ptNo. • tar►ataa n_:.a_n uu�Rs.dsssson vrrex•uuP2CT�R �o1D-�rROD-I�PPU^-ANT ,�,d r cgty7{w4ik��fi�•.e�r��»,.yyw.^� t�G �-n r-{�i 4q}'+. .-�---.r��•Pfr .r+ ........-��-.�..�.s+r..:^'vw91Ae`ufT'�s-"^.'3e.AiNI�"{•�+s7'lr..�.n..� Y 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 // p OWNER: ASSESSOR PARCEL NUMBER U ' (D / D -55 Proposed Building Use: XII- Counter Technician: Date: / Items required in order to apply fora Oermit. Al oxes MUST be checked OR marked NA in order to apply. ,�1.. Plot plans, 3 or 4 sets, signed,ky 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 bf stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. _ 6. Manufactured homes: (Aat and installation instructions, ('�-' Marriage line information, 0 -Floor Plan, (�j)�Trie�dowrr or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be `b indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner.......................I ............. ❑ 12. Hazardous Material Form ......................... `................................................... ❑ 13. Other .... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ........................................... / 16. Sanitation and plot plan approval from the Environmental Health Depart ent in - 7-43 /747-5 ®(O 7. City of Chico Plumbing permit .......................................... Q� �f., 18. California Department of Forestry plan approval paid. Sent. by: D J ...................... S - 21- _ ❑ 19. Planning approval for (A) Use: O I (B)Parking: (C) Parcel Check: S 21- 03 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization ...................................... . ............. . ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... } ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations d/or expired permits......... ....... O Gra Deed, H. Title/Statement of Facts, titter from Legal Owner, Chec H.C.D. $ 3 " s Other: '� C b l � CC) 00t Lvn tf t'� - When issued epho (9,5 . S and hold for pickup. Scylc� code ct� I have been informed of the above items and, requirements for obtaining a building permit. rAp)p_cant:0_ �i Qat S/ 1. Index permit ap lication for thl �ove items numbered: S 2. Additional itevrequired ` Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: 0 Plan Check Letter phone, ❑ mail, ❑ counter, by Date: phone, ❑ mail, ❑ counter, by Date: Plans approved by: Date: _Structural approved by: Date: Yellow: Buildine Division `. ���-w..-.✓1 ,��� , � � ....�. . �.. ..:'F ....-:.... , v'.+'�..^.wY.r^ ...v-...-f'�"r-..rr-�v-.. M. ....�..-r....^^*""'y..� "."..",^ti-"+„r+.-v� _.. - .y.+-�. .. ,�. _ r+r•- 1 E.H. USE ONLY Mas Plan Attachod��--- ' Floor Plan Attached +/ sent to TO: ' Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance o �Erz�- ss lk?o Owner Location AP# Plan Approved for: Sewage Disposal ✓. Water Supply: Public Private Well Clearance for ✓ dwelling. Other Hold final for: Final clearance O.K. for: NOTE .2 CIO Environmental Healt pecialist Date 8/96 COUNTY OF BUTTE ` DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 l SCHEDULE OF FEES DUE OWNER kJ wv ,I '-/ PROPOS D BUILDING USE A L',--� P-) A -- E/1 D( BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES ean ` (paid at District Office) (Available after Plan Check) L 03. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. - URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ 5. # Units Amt. Commercial (sq. ft.) ............ x� _ $ Sq. ft/ Amt. RECREATIONAL DISTRICT YEES (paid at District Office) (Available after Plan Check) A.P.# (0 -(% DATE RECEIPT # DATE REC. 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK' bZ��� ' ° � $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. &,CANT OrE Pursuant to Governme Code Section 660V you are hereby notified that items 2, 3; 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your proje t. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) �� �G4 �/���x r� ��- COUNTY OF BUTTE BUILDING DIVISION "DEPARTMENT OF DEVELOPMENT SERVICES F , 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER ,,,.� PERMIT NO. A rouhng n I,!"Aion indicates that the following violations of butte county Ordinances exist at the above aiidress and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please cgptact this office immediately. Date > > Inspector+ r REV 10!92 ij PRE -INSPECTION UPORT OWNER /LD � 7L W_a� LOCATION: PRE•19SPE7I014 /Ales AV/v DATE: 5 rc2O —O 3 A.P. 690 -6oS G. ZONING: DATE TO INSPECTOR: PERMrr HISTORY:( ) NONE. (") 'AS BULLDING INSPMCiOR'S IMPORT Sutlding Desetiption: ' CommzcieWsage: Residential/f of Units Currently Occupied- Abandoned/Vacant Electric: Yes 4 No Electric m6mly On Off Condition of Electric Gas: Natural Propane None _ CurTcntly On Off , Obvious Problems: Stnitstion: Plumbing Working well Warms Potable Wats Obvious ScwageProblems _ Comments: ACTION RECOMMENDED: ISSUE: HOLD FOR Go�,�/��,• ���., .� .� n _ D I /, fit__ ' Inspector: 7 —16-7 Da Z 6 Sketch buildings on reverse and indicate location on proper n to . .. r 15 «£klf i�d-``i �_. .4., �,. �-a 5'S,••S .. P ,r�.'ra,. 3-'�;'^""'-`r �r ,�,� a . ,,; .. _ j � ': b } C - y9"'NC 'ut `�j�� �`^.. � -. e y* ,,•c -.fu iw,. fi.T3 • -, - •3f 4�"..,�� Vr ';-�_ _.=v :7 z'. �-�•^`.is_rtS+' lr-,5 �... �. r- x^�Y,. - - .s -S M .✓3''+,�ciz r- y6.€ozr '5�.s'c''�s ,�dF 4'3�#.'7i'c„+.eti«s\`,' d rak. ,�"... ,',,a 4�'a,'', 1868-9,1P E g ' ENVIRONMENTAL R34 oc�a- I _ HEALTH CLEARARANCE r� ta��z, a� sy GRAHAM. Thomas j� a �i.; ; r T r�_ v s Rock R8 •Berry Creek .: �< 660 Bald Ro. 75 DATE S 7— sNris. ' (travel trailer° util)� ELEC 2� - z GAS. COMPACTION TEST REQS SUPPORT STRUCT REQ_— z f 062-690-005 03-1334 _ _ HESS, ROBERT 3s 1_ D ROCK, BERRY CREEK _ 60 B 7 s � •,.... . _ � «: � � ;.,���-" �� _ :Contig UALITY NEW'MH PERM FND`EX SITE _ 3 19 - - - � ,�' �� ;� Y }�� : w"#-r%#� 5s,*'� «s•" .'xs ..•.�- ''� `�'�--cam• , t� �- ��E - . - � t _ � ��� I� ...> r� _{• ��k � .s .. fir. 't{ � :t: -ri c� � - j , ,?ief , rra s'T�•>�u�...a T:. ;�a. �_ ��. '��r. r fiet�"+. �.�E;' � --moi ...,. F 3 • �'+��.; f:..F> ..-„�,•�._�'+... � .... �� - - .. - - i c S.. tir , - - •t �•r.. s 's;.r• c�. �a N e -d• :Y f, AW :s rx3 � Y: .i;,, _ ..,'�'_ �. - s.�'-% �?'s:f�.'�"�,'•�r'a;.a: ..,\ t• i'. -u. r •r� Y” � b 5 i. .. - - > '.:' _ •1 �.�. ' h� �' � j. � .tee$'-�� � .�..,,�.,<$,,,.��,_t� } � h- . 7 3r1�� x �: ' • COON i Y OF BU i TE - DEPARTMENT OF DEVELOP MEW SERtigCES - BUFLDI" DIVISION 7 County Center Drive Orovills, Cal'Lfornia 9590'5 ► Telephone (b,30) 36-1541 -P MI�fT NO, Ntu�ei APPLICATION AND PERMIT � ss�soap�ae use ^� / =Una BUILDING E C�6L b96 - wJ arcs Re Ili 1=�RI�IIT P,v6r�- s ar VcIv, rX 53 7 . q TV M FT. ocC. SUILDwo VALU noN 707 Peck Cf ch Rei I x.00 TmnNnry Sema w�, e • Moble Mome 2RDD Z V M Wam 29.00 PERMIT PER L��Ic)JVJ Cq1L . 95632 RECHAMCAL PERW Flung Fee 2D.Do FleaSurg C�fnrg i owl Valuation = c eamsa ax e>�a rr no Fee S --- - s•--� _ - par"m Fee sG /. d0 5 Piers a+1�1 Fes' S A_e,61_4 0 /_ -'nmw Pure Che:.lhg Fee S PERmfT FE S ares sevueE Paas MePL•[dMEma FERMT EDFSTRUCTt1RE Z, Each Trap Solar or hest pmp water heater 3F D Dupiax D Bsh=e Other Wahr p'4p+g TYPE OFWORfC � Each P= wabr heir or vent Ges in stem 7 - 5 cnr8eis Ad-ff= D Ramodd D LW=m D�V/Ohar DDesa1•fba Waw W JvIQ nu �� to rUJt 1 n 5� l P IJbSDa Fiume S G YY cm 5f4r - 5vS eM l Qn(56Je PERMT FES S - MLCAL PSCLT ! OR Mahe Servi.' a = = MaQI .S8r11R� on m I=& • _ �� / OWt7J= Cr -.A-. J�;7•_ SPA E 1 ZIT �� D .sk _i.' * TO aml evr srtro COMM a.. -s -..- ifog Fee 20.D0• 7.DD 23.0D 15.DD MOD. ' 15.0D 15.DD I @20.DD z= 20.00 � •p o�raer on soz Q �n x.00 TmnNnry Sema 29AD Moble Mome 2RDD Z V M Wam 29.00 PERMIT PER S i RECHAMCAL PERW Flung Fee 2D.Do FleaSurg C�fnrg 6.50 P7FRpArT Fce I s Moble Moms hrd lafion Fee S Energy bspecbn Fee S " TOTAL FEE S . Q ekz d —Fm -T De i %r= I F � viLs This pm dl is hereby bmued under the appDable prvv.srotss of Lhe Bine C.'ounty Code Al 25esohu5ons b do work I ! h&mbd ebovs for whr fees have been paid i 8Y . Date w School District A.P. Number Property Owner Property Location/Ac Subdivision BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) l n=�k Building Department No. Jurisdictiort 0 City [County o ► -000 n, --� -/.33 y *1 Lot No. ................................................................................ _. Residential Development Sq. Footage_ No of Living Mobil Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection) .................................................................................................................... Commercial/Industrial New Addition oununiy vopmuncni MCV1=*c11L0uvc imoor Glans reviev,yfflOwy ocnool ulsinci Yersonneu Sq. Footage (Including Exterior Roofed Areas) 6L-1%? Date District Identification No. (1� Wil laY �• School District certifies that v J (Applicant) r �% (Street Address) (P one Number) (City) has complied with the requirements of Resolution No. representing !cc; ✓ square feet. School District Representative Paid by Check # �""�'Remarks: (State) 0 I5 ^ tO (Zip Code) by payment of $ 9-C.7E/ • d=am AB 2926 $ FULL MITIGATION $ 523 •� Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm a / 1 OAKWOOD HOMES A SUBSIDIARY OF OAKWOOD HOMES CORPORATION 2525 WEST CAPITOL AVENUE • W. SACRAMENTO. CA 95691 9 916-371-2200 • FAX 916-371-2202 Mvo J J�i22 ,� �r paw It (,I I -01 1 OAKWOOD HOMES A SUBSIDIARY OF OAKWOOD HOMES CORPORATION 2525 WEST CAPITOL AVENUE WEST SACRAMENTO, CA 95691 - _ -_ 916-371-2200 FAX 916-371-2202 RAYMOND VARGAS HOUSING CONSULTANT �4 avl pe flock 12oa Pee mfi cl R wC�i Oo� 0%4 SP /Pf I�1e �CN �W "� v' STATE OF CALIFORNIA a y,�1gENTAFyDG� L / �' NUMBER: ' g BUSINESS, TRANSPORTATION AND HOUSING AGENCY' _ f, yc EPARTMENT OF HOUSING AND COMMUNITY DEVELOPME.,� DIVISIONOF CODES AND STANDARDS a. MANUFACTURED HOUSING PROGRAM r co oQJ -. Y " �dAfV. FACTURE CERTIFIC�T� OF ORIGI T - ` "' ❑ CHECK. IF THIS IS A.DUPLICATE MCO ENTER ORIGINAL MCO`NO MANUFACTURED HOME,OR MULTI UNIT MANUFACTURED HOUSING UMBER OF :` ❑ SFD (SINGLE FAMILY DVV�LLING) 0 MUMH (M01.11-UNIT-MANUFACTURED HOUSING TRANSPORTABLE SECTIONS :...:COMMERCIAL COACH:.; . OCCUPANCY.GROUP -MANUFACTURER NAME:.. MNUMBER: ANUFACTURER'LICENSE ' 10i 90 MANUFACTURER ADDRESS. �,,a;� u• - =nx�s : s =: s^ �. - r SUGGESTED RETAIL PRICE: PERKS( tY) (State) (Zip) MANUFACTURER TRADE NAME: MODEL.NAME AND/OR NUMBER: DATE OF MANUFACTURE: ' NAME OF DEALER-OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER-NUMBER OR DATE OF. TRANSFER: TRANSFEREE DESIGNATION: '21 M03 DEALER OR TRANSFEREE ADDRESS: ad r 0 .RP. Tr trE. S�tLGr.�i NE Et`� ;�ar_.'�.) . x (Street) -: :. 4 `., (City)., (State) (ZIp). INVENTORY..-.CREDIT OR'NAME; "'INVENTORY` CREDITOR ADDRESS (City) (State). (Zip)' SECTION MANUFACTURER SERIAL NUMBER HCD.INSIGNIA OR HUD LABEL' NUMBER. LENGTH WIDTH- WEIGHT [ ( (INCHiS) (INCHES) (POUNDS) ..� .t?tt'C_E..Ir .77 - (?�l!f jJfu:. .. -�L' !-4 21'471 ".3�Gifc�.4. G a� :R .. .. RAD 13111102-3: - 6010 . V62 '191kC 4r < { 1 9� � i ..>, a0'";�!`9IN :LEER• ��L �Sf �g TRANSPORTER NAME TRANSPORTER ADDRESS 0 f(S eeq'` (State) (ZIP) `{ DE�S,TIIINATION FOrR .UNIT�D�ESCRItB•aED ABOVE �i �� La a��CdLt �t +rlill�. ,TRr4� AiaLi..tf`'� V'.t '�7"1 .5.. (NAME) (Street) (City) (Stale) (Zip) L certify 6n penalty of. perjuryunder the laws of the State of California that the above facts are true and correct. q ' • �'�'t)rG� ISL.. f• �I� . Executed on at - (Date) (City), (County)' (State) Via' .'. SIGNATURE OF AUTHORIZED AGENT: r f s, DISTRIBUTION: ORIGINAL (PINK)' .- FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN.FORWARD TO THE PURCHASER (DEALER OR-TRANSFEREE). - - COPY 1 (WHITE) FORWARD TO THE DEPARTMENT:AT P.O:-BOX 1828, SACRAMENTO, CA 95812-1828; WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW). DELIVER TO THE TRANSPORTER_T_O:A000MPANY THE UNIT TO ITS;DESTINATION: y '"COPY 3 (GOLDENROD): .T.O BE RETAINED BY THE MANUFACTURER. = - HCD 483.0 - Side 1 - (7/97) Oct OS 02 03: 53'P "(010 Co Plan Public. Works 530'666 8156 'P.6 7�PaZ �olC- TYPE 18551 '�po�jj� D71 ION SYSTEj II-:- -T, - �— TON H 102 RECORDING RECLVESTED BY: AND WHEN RECORDED MAIL TO: NAME STREET ADDRESS CITY, STATE and ZIP SPACE ABOVE THiS LINE FOR RECORDER USE ONLY NOTicr:'OF -MANUFACTURED HOME (MOBILEHOMF) OR COMMERCIAL COACK, HNSTALLATION ON A FOUNDATION SYSTEM R;tc_r-&.-.S of fl;:z document at the mqvest of the loco! cgeacy indicated is in cccordance with California Health and Safety Cod:! Section 1FS31..This document'is eviq!ence that such local agency has issued 0 celTilicate of occupancy for installation of the vnit described hereon, upon the Tec! property ciescribed wide cartainly hello -w, as of the date of nkordirla. Whcn recorded, 1'ds cicc-Ime.nt shall be indexed by the' couni-, recorder to :he named owner of the real property and shall be de6rnQ to give constructive notice,as to its contents to all per . sons [hereafter dealing with the real property. eon ey+ k5 JIR�POR LOCAL AGENCY ISZUINO PERMIT —d CERTIvicArE of OCCUPANCYX0 qk M?� ING ADDRESS fu iMAILING ADDRESS ' 'Cl -9591L CITY 1 COUNTY STATE ZIP CITY !COUNTY _ STATE Zip INSTALLATION MAILING ADDRESS, IF DIFFERENT BUILDING PERMIT No. TELEPHONE NUMBER CITYCO NrY STATE ZIP SIGNATURE OF LO(;At AGFjNCY OFFICIAL - E —smr H m5s UNIT OWNER (if .1a. P,.Wty orrnrr, -N "SAAE') DEALER NAME (if rota -61. "NONE") MAILING AOCRESS 'DEALER VaNsr; No. COUNTY STATE . ZIP 32UAL NUMBER(S) LENGTH X WIDIH '—INSJU0NI AJLA BEL NUMBERS) 'REAL PROPERTY LEGAL DE5CRIP110M ASSESSOR'S PARCEL NUMBER 062, 0--, HCD FORM 4-33(Al 2-88 WHITE. -c -my A—Id�l CANARY—HCC PINK—A,pli ... I (SOLO SNROD—E.ildi.q O.p,. 11/25/2002 13:57 FIDELITY NATIONAL TITLE OROVILLE,4 19163712202 EXHIBIT "ONE" Order No. 103565 A portion of the East half of the East half of Section 33, Township 21 North, Range 5 East, M.D.B.&M., more particularly described as follows: BEGINNING at a point on the East line of said Section 33 from which the East quarter corner of said Section 33 bears North 01 ° 42' 01 "East; a distance of 577.21 feet distant; thence West, 390.5 feet to the true point of beginning for.the parcel of land herein described; -then ' ca from said true point of beginning, continuing West, 205.45 feet; thence North 48.61 feet to a point in the Southerly line of the Bald Rock Road; thence along said Southerly line, being along an 870.00 foot radius curve concave to the Southeast whose tangent at this point bears North 530 46' 08" East, through -a central angle of 11 ° 28' 52" an arc distance of 174.33 feet; thence North 75 o 15' 00" East, 16.38 feet to the beginning of a tangent curve concave to.the Northwest having a radius of 930.00 feet; thence along said curve through a central angle of 01 ° 42' 01 " an arc distance of 27.60 feet to a point which bears North from the true point of beginning; thence South, 562.12 feet to the true point of beginning. Assessor's Parcel No: 062-590-005 2 Fidelity National Title Company OF CALIFORNIA 5^G "lal!'Street e Chinn, CA 95928 PRELIMINARY REPORT ESCROW OFFICER: Kim Zenon TITLE OFFICER: Sandra Linville TO: Fidelity National Title Company - Builder Services 2180 Harvard St. #310 Sacramento, CA 95815 ATTN: Kim Zenon (916) 923-9134 YOUR REFERENCE.: 00509119 PROPERTY ADDRESS:'660 Bald Rock Road, Berry Creek, California ORDER N.O.:.. 406121 LOAN NO.: SHORT TERM RATE: yes EFFECTIVE DATE: February 20, 2003. 07:30 A.M. The.fo.rm of Policy or Policies of title insurance contemplated by this report is;. American Land Title Association Loan Policy (10-17-92) with A.L.T.A. Form 1 Coverage 1. THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS: A Fee 2. TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: Robert Hess, an unmarried man and Jennifer Payne, an unmarried woman, as joint tenants 3. THE LAND REFERRED TO IN THIS REPORT 1S SITUATED UNINCORPORATED AREA, IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: SEE EXHIBIT "ONE" ATTACHED HERETO AND MADE A PART HEREOF BD\EID 02/25/2003 1 Z,OOf(3j Hui! N1113QId V96M69T6 YVA LV:TT Cn/Ai/7n N EXHIBIT "®NE" Order No. 406121 A portion of the East half of the East half of Section 33, Township 21 North, Range 5 East, M.G.B.�PJi., r;ore particularly described es follo%Hls: BEGINNING at a point on the East line of said Section 33 from which the East quarter corner of said Section 33 bears North 01 ° 42' 01 " East, a distance of 577.;21 Fant distant; thence West, 390.5 feet to the true point of beginning for the parcel of land herein described; thence from said true point of beginning, continuing Wast, 205.4-5 feet; thence North 489.61 feet to a point in the Southerly line of the Bald Rack Road; thenca along said Southerly line, being along an 870.00 fooT radius curve concave: to, the Souxheast whose tangent at this point bears North 630 46' 08" East, through a central angle of '11 ° 28' 52" an arc distance of 174.33 feet; thence North 75 ° 15' 00" EasT; 16.38 feet to -Che beginning of a tangent curve concave to the Northwest having a radius of 930,00 feet; thence along said curve through a central angle of 01 ° 42' 01" an arc distance of 27.60 feet to a point which bears North from the true point of beginning; thence South, 562.12 feet to the true point of beginning. Assessor's Parcel No: 062=690-005 2. C000 ----—3'ILIL 1iLI'I3QI3 b96CCZ69T6 XVd 86:TT r.niA7.izn a a _ � .� � -. � Building Permit Number: 03-/-3-3(/ Owner Name: Residential Construction Re uirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW R a 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 -wilt -normally -accept the f611owing 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. Page 1 of 2 Building Permit Number: Owner Name: 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 3� © feet from the side and O 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. e* Page 2 of 2 1. Owner's Name: ',a6-r'� 2. Assessor's Parcel Number: 062 - A90 - 005 3. Installer's Name: , 1, � ���,��ru�n► net _T�;�. i 4. Is the site currently under permit? Yes[ ] No Permit N f`eo4 [�] . 5. Is the site an existing site? Yes[ ] No[ J (If yes, furnish Aplpl`ans). 6. What is the electrical rating of the mobilehome?' f �D Amperes. 7. What is the mobilehome site circuit breaker rating? `10 Amperes. 8. What is the electrical rating of the mobilehome site? 2�� Amperes. 9. Is the main service remote from the mobilehome site? YesX] No[ ] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[] No[ ] If yes, please identify the load and size: a) The mobile home sile: Load-woh( i 1\ ICY Amperes- b) The main sece: Load- IC Amperes - Type of gas service at mobilehome site: Natural[ ] PropanepQ None[ ] 12.. Size ofgas pipe at the mobilehome site from the meter or tnnlr• 114 __t-- 13. What is the gas pipe length from the meter or tank to the mobilehome?-LbL(ft.). 14. What is the mobilehome gas demand? J 12, 0®0 B.T.U. * *(This information is not required if the pipe length is less than : -6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION 4r psi: May 1995 8.5 05/02/2003 11:38 2097454985 May. 2. 2003 10;32AM No•2635 P. 2 MobilehomeManuftrurer:GLIJADwea Manufacture Year:gp0 3 If other than single wide, furnish Setup Model Number: 0,2,0 Width:;,_q�L jft.) Lengths (ft.) Tagalong or Expando Size (ft,) x (ft.) On all mobilchomes manufactured after October 7, 1973, furnisb manufacturer's installation manual and structural setup sheets. F007MOS: Wood pressure treated or foundation grade] Other Sj PZP ORTS: Concrete block[ ] Other:C— R P 1 -YS Provide Tie bowl' Specifications for all Mobilehowes: Pier Foofings Sizes and Location s VMZ W[DS MULTI --WEDS Line Leve 2 Lm Main Beams e 2 ................................................................... Lice 2 ......................... ................................. 2 Line 1 - — Lira 3 Line 2 ........... .............I........... Main Beams ......................... •......•--...................---................-----............... Litk2 L;oc 1 ........................................... Tag or Trfple Liar i Piers: Size minimum: r 121 x r3Q. Spacing maximum.- From aximum:From ends -maximum ` S 4 Line i Openings Size minimum: [l2 ] x 130 ]. Each side of openings with width over: I` Line 2 -Piers: — Line 4 Piers: Size minimum: 112. x 0 Size minimurn: 121 x [30 i. Spacing maximum: Spacing maximum: From ends -maximum 2 From ends -maximum 2 4-091 Lune 3 Roof Loads: Size minimum Location (from front); Line S hoof Loads: Size minimum: Location (from front): May 1995 .3000 4&30 %A% ZqXV 48X30 W.0b 3GX36 36x% %Px30 3C M %X.$ *X% AV) t tf /{aCX7 = 00 16000 14 .J PAGE 02 WJ RE q-,* -DEPAfjTyj4} "Z5 soutn Holden Road Greensboro, NC 27407 (336) 315-3254 14'-0^ I c r ti ti $TMDARD CARPET LhmN" Of�S It7Qf 0 0 ti 1 - Q ti r54e1Eft�IbQt BEDFVCl719 -o � H4TL TOTAL — t3 -a• X n' -s• KAMM aM r S40. —M4• air aArrt rr O 0 FEDERAL MANUFACTURED > HOUBINO CONSTRUCTION u S SAFETY STAd4DAROS O X JUL 29 2002 O •oa`_� ¢ m t � 08 �L � a SEI -UP ND1FS I. THE LOCM OF TNS H AE WY NAVE BEE11 SiREfC11EO OR Vt •K-4- es --r no r y. rxn LMEM CEHIERILW FER lDCATOIS WY BE ADJUST® UP TO 4 F1 NtME]ISIDHS 9M WT AM BE LOCATED UNDER RIDGE FROM THE SUPPORT PO515, tt-1Q" T-7- 6 -2' 16•-tT PERS PER TABLE 1 . - $'-8' of 9bTAt1A1pN IWA11L eta, WI 2 THE SDARO CONFI6UWft OF THtS HOPE WY HAZE YDDF0. A CUSTM PRINT SHOIRD BE PRPADEO. IF NOT. THE SET-UP CUITXTDR PERS PER TABU I _ I ®OF WAK O . Ilei'. %ILL CALL HBOS YMfUFPCR FM 1P FOR CUSICN TIER PRNT. �WALATM R FOR : v IPI FOOflt4v SIZE RUAM (SQ. K) 10. 1tES� FOOTMID SIZE REQLW (90. K) pa NarwTS FI FOOTING SEE REQUIRED (SQ. K) PFR WOIING SITE REAU(NOT SQ. K) if z LEI 1000 PSF 1500 PSF 2000 PSF ' 1000 PSF 1500 PSF 2000 PSF 1000 PSF 1500 PSF 2000 PS � l�.l 1000 PSF 1500 PSF 2000 PSF 1 2000 288 192 144 3 4000 576 361 288 S mm W4 576 432 7 10000 1440 960 72D 1500 360 240 180 4 5000. °'"�" 120 _ 480 360 6 8000 1152768 5)8 B 12D00 1728 1152 864 Mar�rtactur�g @,.:�`BOS � CARPET & PIER '" 02 SERIES '°°�'� oar m SUPPORT L0CATIONS xi ^� rris Division • (909)667-1611 °""`*'0 "t'"°••"'°" PERM Aryl"A2 2,025 � v G. BUEPI - GB 2-20-01 � t7i e. mm c') Opt. Glamour Bath ENVIRONMENTAL HEALTH zo MAY 0 8 2003 7 COUNTY CENTER DRIVE APPROVED Butte County En vironmental Health Date 5 v d /Pll� 0 Siqn.aturn 501-0" 16'-0- 12'-0" 22'-0" t®E A Sliding AIA D" Option Fireplace DI)l wil mba- mbr L r k F -P l.-Opl Sir& Ffc4 Ach r 7 s- �sql- c -w, f'ontry. b'2 Plant Shelf L r -A Wardrobe ba Crnit Wardrobe EI wl Opt Retreat ESI Ut -4—Dormer Opt. Retreat k F -P l.-Opl Sir& Ffc4 Ach r 7 s- �sql- c -w, f'ontry. b'2 FAU L r -A ba L Stall Sir Ut -4—Dormer ! I (Upgrade Exlcrtor)\ F6O Tub/Shur— 7- — (D) "v —WI 14'-4" 51-3" 2 ------ -- -i -----22 Opt Cold— G.bl. 3 02 SERIES — 02P-5011< M Lint0i"A VIEW .3 Bedroom, 2 Bath, Family Room — 2,025 Sq. Ft. I CDF FIRE SAFE REQUIREMENTS �. AP# PERMIT # NAME Under authority of PRC 4290, the following checked'items are required by the Butte County Fire Department and are made apart 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. ] 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 provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, �� 1273.07 culverts and other apparte-nant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 11' 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�} 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. If 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. r,4 1273.05 Turnouts. Shall be a,minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [� 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 3 P 11 in 2 - AP # PERMIT # NAME 1273.'10 Turnouts. Driveways exceeding 150 feet in length, but 11 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. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates ] 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 that roadway. 3. Where a one-way road with a single traffic lane 1 provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. j 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 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.. [jj 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 )r fi:ial inspection of a building permit. Page 2 of 3 H AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following:. - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinklersystem per NFPA 13D - Glass area not to exceed 10W 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 5�r3rn3 Date Signature Page 3 of 3 OAKWOOD HOMES S INSTALLATION. MANUAL LAST PRINTED: THIRD PARTY APPROVAL: ±FEQER,INL ,hMAl�utjFal:'�3';'°R'�' HOUSING, � 9/01 SAFETYGdffi M APR0 3 2 0,01 ' C:) c[ a 9 Q OAKWOOD HOMES IS A REGISTERED TRADE NAME ` OF RHOS MANUFACTURING. LP. �0 INSTALLATION MANUAL ROOF DESIGN LOAD 1120 PSF 1130 PS F 1:140 PSF ❑ 60 PSF 1180 PS F WIND DESIGN LOAD 15 PSF CORPORATE OFFICE Manufacturing, Western Region Office 2222 South Dobson Road, Bldg. 3, Suite 302 Mesa, AZ 85202 (602)777-1855 MANUFACTURING LOCATIONS PERRIS DIVISION 3100 N. Perris Blvd. Perris, CA 92571 (909) 657-1611 ALBANY DIVISION 2445 Pacific Blvd. S.W. Albany, OR 97321 (503) 926-8631 IF PORCH WIDTH IS LESS THAN OR ECUAL TO NOTES: 12', NO ADDITIONAL PIERS ARE REQUIRED. PORCH FOR PORCH WIDTHS GREATER THAN 12', INSTALL 1. THIS DETAIL APPLIES TO HOMES WITH PERIMETER FRAMES BUILT PER PAGES 92.50 THROUGH 92.53 OF THE OAPIA MANUAL WIDTH 16"xlb" DOUBLE-STACKED CMU PIERS 8' O.C. PERIMETER WALL FOLLOWS (MAX.) WITH 32"x32"x8" POURED CONCRETE 2 CONCRETE BLOCK WALLS AND PIERS SMALL BE LAID IN EXTERIOR WALL LINE AT FOOTINGS. RUNNING SONO WITH TYPE M OR S MORTAR PORCH OR RECESSED ENTR7 — i 3 DRAINS SHALL BE PROVIDED AROUND ALL FOUNDATION WALLS RETAINING EARTH AND ENCLOSING HABITABLE OR USABLE 16"x16" DOUBLE-STACKED ; ;� SPACE LOCATED BELOW GRADE. DRAINAGE TILES. GRAVEL OR MATING LINE GMU PIERS WITH CRUSHED STONE DRAINS, PERFORATED PIPE OR OTHER j 31"x3?"x8" POURED I' APPROVED SYSTEMS OR MATERIALS SHALL BE INSTALLED AT OR 1 CONCRETE FOOTINGS BELOW THE AREA TO BE PROTECTED AND SHALL DISCHARGE BY GRAVITY OR MECHANICAL MEANS INTO AN APPROVED CONTINUOUS PERIMETER WALL I�� L"I --'i� {� DRAINAGE SYSTEM. DRAINAGE SYSTEMS ARE NOT REQUIRED PER DETAIL 'B' BELOW AND 1 WHEN FOUNDED ON WELL-DRAINED GROUND OR SAND-GRAVEL DESIGNED BY OTHERS. I I MIXTURE APPROVED BY THE JURISDICTION HAVING AUTHORITY __ . I I S'-a" MAX. FOR 1000 PSF SOIL x l'-6" MAX. FOR 1500 P5F SOIL-._.._/-"` I a DAMPPROOFING BY AN APPROVED MATERIAL SHALL BE MIN. CONT. 16•' WIDE x 8" --->41 10'-0" MAX. FOR 2000 PSF SOIL II PROVIDED AROUND ALL FOUNDATION WALLS RETAINING EARTH THICK CONC. FOOTING BENEATH III TYPICAL SPACING ALONG MATING LINE AND ENCLOSING HABITABLE OR USABLE SPACE LOCATED BELOW PERIMETER WALL. IN SEISMIC ! I'-" -- ' __:_. --- = -- -- _ _ GRADE. IN AREAS WHERE HIGH WATE TABLE OR OTHER SEVERE ZONES 3 a, ADD GOVT. •a L_c-'__--_:.- _:-__---___ _ — - _._...___ �� SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR RE-BAR IN BOTTOM OF FOOTING. FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACE SHALL BE WATERPROOFED By FOUNDATION FOR PERIMETER FRAME - PLAN VIEW AN ACCEPTABLE MEMBRANE EXTENDING FROM THE TOP OF THE A FOOTING TO THE FINISHED GRADE. 5 UNDERFLOOR SPACE SHALL BE VENTILATED WITH A. NET AREA RATIO NOT LESS THAN 1 SQUARE FOOT FOR EACH 150 -- j SQUARE FEET OF UNDER-FLOOR SPACE AREA ONE SUCH !`-' I'-' '•- --'-- -'-'-------+ VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING THE TOTAL AREA OF VENTILATION OPENINGS MAY BE REDUCED TO 1/1.500 OF THE UNDERFLOOR AREA WHERE THE GROUND SURFACE IS TREATED wITH AN APPROVED VAPOR RETARDED MATERIAL AND THE REQUIRED OPENINGS ARE PLACEC TO PROIVDE CROSS-VENTILATION OF -- THE SPACE. PLANT INSTALLED 2x4 - 6. AN ACCESS OPENING OF 18 INCHES BY 24 INCHES SHALL BE NAILER O.C.VERT. BLOCKS PROVIDED TO THE UNDER-FLOOR SPACE AT 24" . FOR FASTENING \`} OF EXTERIOR SHEATHING. 7 TOP OF THE FOUNDATION WALL SHALL NOT BE LESS THAN 6 INCHES FROM FINISHED ADJACENT GRADE EXCEPT WHEN A Bd CORROSION RESISTANT I MASONRY VENEER IS USED, 4 INCHES IS THE MINIMUM. WOOD COMMON WIRE NAILS FROM FLOOR JOISTS SHALL NOT BE CLOSER THAN 18 INCHES FROM SHEATHING INTO NAILER/SILL- THE EXPOSED GROUND IN UNDER-FLOOR AREAS PLATE 6" O.C. EDGE NAILING AT SIDEWALLS AND 3" O.G. 8. FINAL DETAILS. CONSTRUCTION, AND APPROVALS By LOCAL OR EDGE NAILING AT ENDWALLS, STATE INSPECTORS IS THE RESPONSIBILITY OF THE AND 6" O.C. FIELD NAILING, T YP - -- FIELD FASTEN 1/16" APA RATED SHTG EXP I (O5B., OR CONTRACTOR. 5/16" HARDIPANEL OR 1/16" L.P. SMARTF-ANEL SIDING. 9 OVERALL FOUNDATION LENGTH AND WIDTH PEP. MODEL SPECIFIC 2x TREATED SILL PLATE FLU5H _ CENTERLINE PIER DRAWINGS. WITH SIDEWALL AND INSTALLED PRIOR TO SETTING OF THE HOME. -- THERE SHALL BE A MIN. OF (2) --5/8" MIN. DIA. ANCHOR BOLT W; 5TD. HOOK CAMgQED PROFESSIO7 BOLTS PER PLATE WITH (U BOLT - ENDS COUNTERSUNK AT 6'-0" MAX. ANG 12 VS�� �OPC9yc�yF IIIIn.nnLrnnr+rnn.nu-IIS r: NOT MORE THAN 12" OR LESS MAX. FROM CORNERS. EMBED MIN. T". e P O �y unuuS t+r CQNs n<Llc ut+r+ U THAN (1) BOLT DIAMETERS FROM IN SEISMIC ZONES 3 ( 4, ALL ANCHOR A. SAH Iv tilnl�r,al:+ . EACH END OF THE PLATE. BOLTS SHALL NAVE 2" x 2" x 3/16" PLATE �' C (U WASHERS AND SPACE ANCHOR BOLTS AT C040561 If. 07 32" O.G. AT END WALLS AND 6'-O" O.G. A i * * �y, MIN. 8" SOLID GROUTED REINF. - — SIDEWALLS. Exp. 000 2I4I2003 GONG. BLOCK WALL, F'm.1,500 P51 OR C.I.P. CONRETE WALL, F'c•3,000 —1 - CIVIL PSI MIN. FOUNDATION WALL SHALL it Of CALIF0 BE DESIGNED B7 OTHERS AND IN SEISMIC ZONES 3 4, ADD GOVT. •4 RE-BAR MEET ALL LOCAL GODS AND LOAD IN TOP OF WALL AND BOTTOM OF FOOTING. on�wn0 'SET-UP INSTRUCTIONS' (� /��► Manufacturing, SHORE COMBINATION S REQUIRED. PERIMETER FRAME PER HBOW LP SHORE WALL AS REQu1RE0. _ AND FOOTING DETAILS DRAWN BY MSW OrrE. 3/5/02 ROOF twos SECTION THROUGH CONTINUOUS FOUNDATION WALL B REvISEO By AC OA'( 1/78/03 20 & 30 PSF S-9A HBManufacturing, OSLP An affiliate of Oakwood Homes Corporation Product Engineering Department Date: 7/26/01 To: Manufactured Home Sales Operations Receiving Product from Perris, CA From: Mark Ezzo, P.E. VP of Product Engineering Subject: Awnings Attached to Manufactured Homes This letter shall serve as an addendum, and supercede, the installation instructions forOakwood and Golden West brand homes constructed in our manufacturing facility located in Perris, CA. We will permit lightweight, metal awnings to be attached directly to the manufactured home, provided all requirements contained in the appropriate sections of California Title 25, Division 1, Chapter 2, Subchapter 1, Article 9 (Mobile Home Accessory Buildings & Structures) are strictly complied with_ Awnings with a roof structure weighing more than one psf, awnings exceeding 12' in width (projection), and awnings in locations where snow loads exceed 10 psf shall be completely freestanding considering vertical loads. Oakwood Homes Corporation and its affiliates will assume no responsibility for any problems associated with the attachment of awnings to the manufactured home. Thank you. Q\tOFESS1O,y,� SOSE Py�fycy� j�0 F N0. 0042077 expC v tt SlflF Of CA 1F File: R\Engineering\Dapia\Support\Bulletin\Set-up\Awning Attachment.doc Oakwood Homes and Golden Wesf Homes are registered trade names of Oakwood Homes Corporation or affiliates. TABLE OF CONTENTS Page Forward.................................................................................... 1 Federal Preemption.................................................................... 1 Preliminary Preparations............................................................ 2 Structural Loading Requirements ................................................ 2 Setting Single Wide or "A" Section of Multi -Wide Home .................. 3 Mating of Additional Sections.of Multi -Wide Homes ........................ 3-4 Utility Hook U .............................. 4-7 Final Close up and Inspection..................................................... 7-8 Ventilation of Underfloor Area 7 Ground Cover Vapor Barrier 7 Dryer Ventilation 8 Support Plans, Pier Supports, and Footings......... .......................... 9-10 Foundations.............................................................................. 11 Open Slatted Decks.................................................................. 11 Site Built Structures............................................................:.... 11 Site Installed Ground. Mounted Evaporative Coolers ..................... 11-12 Basement Designs .......................................... ............... .... 12 Site Installed Gas Range.......:.................................................... 12.1 Support Plan Diagrams:................................................:............ 13-17 Single Wide 13 Double Wide 14 Triple Wide — Longitudinal Tag Unit 15 Triple Wide — Transverse Tag Unit 16 Four Section Home - "T Model 17 Tables: Table I Support Schedules (Chassis & Perimeter Support Piers).... 18-23 Table II Ridge Beam Support Schedules........24-28 Table III Mating Line Bearing Wall Support Schedules ................. 29-31 ii Drawings and Details: Sheet Support Plans - Outset Floor & Recessed Sidewall .......................... S-5 Support Plans - Porches & Fireplaces ............................................... S-6 Support Plans - Porches & Decks ..................................................... S-7 Pier & Footing Support Details.......................................................... S-8 Floor & Roof Close -Up Details - 3:12 Roof ........................................ S-10 Roof Close -Up Details - 4:12 Roof .................................................... S-11 Alternate Floor Connection at Mating Line ........................................ S-12 PlumbingDetails................................................................................ S-13 Mechanical Details............................................................................... S-14 Electrical Details.................................................................................. S-15 Wall & Roof Close-up Details..................................:.......................... SA6 Wall Close -Up Details......................................................................... S-17 Transverse Tag Interconnection Detail ..................................... S-18 Tag Unit Deck Railing..........................................:................ S-19 Typical Tiedown Details..................................................................... S-20 Longitudinal Tiedown Details .................................................. S-21 Roof Close-up Applications - Tag with Standard Gable .................... S-30 Roof Close -Up Applications Alternate Valley .................................. S-31 Add -On Eave Details......................................................................... S-35 Roof Close -Up Applications - Vent Pipe at Ridge ............ :.................. S-40 Fireplace & Chimney Installation....................................................... S-41 Site Built Garage / Entry - Plan Diagram ............................................ S-50 Site Built Garage Roof Framing......................................................... S-55 Hinged Roof Close Off Detail .................................................... S-61 Hinged Roof Close Off (Site Instructions) .................................... S-62 Hinged Roof Factory Installed Notes ......................................... S-63 FORWARD This installation manual contains specific instructions that must be strictly adhered to in order for the home to perform properly. These installation procedures must be performed by an experienced installer who has carefully read and understands all aspects of the installation instructions. Check with the local regulatory agency at the location where the home will be installed for specific requirements that must be known in order to properly use this manual, i.e. roof load, wind load, soil bearing capacity, etc.. For any questions regarding these instructions please contact your retailer first, who will refer you to the factory if he is unable to offer assistance. FEDERAL PREEMPTION All homes built by HBOS MANUFACTURING LP. are constructed and inspected to comply with the "Federal Manufactured Home Construction & Safety Standards" (24 CFR Parts 3280 & 3282 respectively) in accordance with the requirements of the U.S. Department of Housing and Urban Development. This standard is more commonly referred to as the "HUD Code". Individual states, counties, and cities shall have no authority to establish standards regarding the construction or safety of a manufactured home which are not identical to the Federal Manufactured Home Construction and Safety Standards. A metal certification label is affixed to each section of home to certify that the home has been constructed and inspected to comply with these Standards. The design plans and in -plant construction of all homes are inspected by independent third party agencies to assure compliance with the Federal Standards. The private company RADCO and the State of Oregon are both approved by H.U.D. to provide such services. Any party that desires further verification may contact Mr. Philip W. Schulte at the Department of Housing and Urban Development (H.U.D.) at (202) 755-7420. Mr. Schulte is the Chief of the Compliance Branch for the Manufactured Housing and Construction Standards Division. 1 PRELIMINARY PREPARATIONS 1. Check with the park manager (or retailer for a private property set) for the exact location of the home site. 2. Check access to utilities prior to setting up the home. 3. Verify whether or not wheels and detachable hitch are to be removed. 4. For Park sets, park manager must sign for location and note any special instructions regarding the installation of the home. 5. Verify receipt of standard items and set up materials shipped lose with the home per checkout list. 6. The home site must be graded and sloped properly to prevent water accumulation in the area beneath the home. 7. Verify (by inspecting the home's data plate) that the home has been designed and constructed to accommodate, the roof and wind load requirements established by the local jurisdiction (see "Structural Loading Requirements" below). STRUCTURAL LOADING REQUIREMENTS The structural installation requirements vary for each climatic zone or region in order to compensate for variances in roof snow loads, wind loads, and soil bearing conditions. The local authority having jurisdiction may . place special load requirements for the manufactured home which differ from. the 'H.U.D Standards for a particular region. In all cases, the local authority must be contacted for their specific structural loading requirements. Make sure the manufactured home design meets the specific load requirements at the location where it will be installed. Each home is designed and constructed to accommodate the roof. live load as checked on the first page of this manual, either 20 psf, 30 psf, 40 psf, 60 psf , or 80 psf and a horizontal wind load of 15 psf. The home's "Data Plate" must also have a checkmark next to the appropriate roof and wind loads which should coincide with the loads identified on the first page of:the manual. The roof load that is checkmarked on the data plate does not necessarily dictate the required support requirements. Rather, it only indicates the maximum roof load zone that tthe home may be located. All homes must be supported consistent with the local roof load zone where the home is to be seta PJ SETTING SINGLE WIDES OR "A" SECTION OF MULTI-WIDES .1. Tow unit into desired location over firm footing on home site. 2. Remove transportation closure material (weather proof covering and close -off grid work). A. Temporary ridge beam support posts are to remain in position to maintain ceiling heights during joining of unit sections. B. Make sure that all nails and staples that may prevent the sections from properly joining together are removed. 3. Starting with the open side of the unit, place the first hydraulic jack under the chassis beam just forward of the front axle spring hanger.. Allow room for the pier support to be placed next to the front spring hanger. 4. Second jack shall be located under same chassis main beam just behind the rear axle spring hanger. 5. Uniformly lift this side of the unit using both jacks and remove the tires. 6. Locate first two support piers adjacent to the front and rear axle spring hangers. Adjust initial piers as low as possible for easy leveling. Generally, maintaining proper pitch in the drain lines will be the governing factor. 7. Place an additional support pier no greater than 24" from the front and rear end of the home. 8. Lift other chassis main beam and remove the tires (see steps 3 through 5). 9. Place piers directly opposite those placed on open side beam. - 10. Evenly space the remaining piers at the required spacing for chassis supports per Table I. Install perimeter support piers per Table I as. required. 11. Level the unit from side to side and front to rear by adjusting- pier support heights and or shimming. Levelness must be checked using a water level or large carpenter's level, and by observation of passage doors and cabinet doors for plumb fit. MATING OF ADDITIONAL SECTIONS OF MULTIWIDE HOMES 1. Tow "B" section as close as possible to "A" section. 2. Place jacks under the chassis main beam nearest to the "A" section forward and rear of axle, lifting "B" section approximately 1/2" off the ground. 3. Place a third jack against the outside wheel hub at a 45 ° angle to the ground and jack the "B" section against the "A" section. 4. With the first two jacks still under the main beam at the axles, raise the hitch jack to about 20". The third jack should be set under the outboard side of the hitch at a 45 ° angle. Letting down the hitch jack will allow the entire floor front to slide over to mate with the "A" section floor. 5. With the third jack at the front of the unit, raise the floor beginning at the front crossmember to flush the inside of the front wall and top of the floor. Adjust front and rear alignment of the home sections with hydraulic jacks and using 3 ,i ceiling panel joints as guides. Remove tires and store beneath home if desired. 6. Insert 1/2" bolts through mating angles at outrigger ends starting from the front crossmember. See detail "D" on' drawing S-10. These bolts also serve to electronically bond the chassis. On homes where mating angles are not installed or do not align across the mating line, refer to drawing S-12 for alternate floor connection and bonding instructions. 7. Apply jack pressure under the inside main beam to obtain a flush floor, then { set pier supports at required spacing to match the '`A' section. Place jacks under outside chassis beam and apply even pressure to ' bring ceilings together. " 8. When all wall joints at the ceiling are aligned, jack the inside to bring the r ceilings flush and, starting at the front of the home, secure roof sections together through the ridge beam halves per drawings S-10 and S-11: Note: For 20 psf and 30 psf roof loads, 1/2" diameter bolts or 3/8" diameter lag screws may be used. For greater roof loads use only 1/2" diameter bolts. Once the ridge beam halves are properly attached, remove the temporary support posting along the mating line. 9. After ceilings are secured, set support piers under outside chassis main beam and remove jacks. At the mating line, set additional piers under ridge beam support posts and bearing walls as shown on the "Carpet Layout and Ridge Beam Field Support Pier' diagram enclosed with this manual. Note: The Carpet Layout and Ridge Beam Field Pier diagram is enclosed as an aid for the installers. For justification of all supports at the mating line refer to pier support Table II and Table III. 10.Install perimeter support piers as required and shown on the support plan diagrams and Table I pier support schedules contained 'in this manual. Adjust height of all support piers from front to rear and side to side using a level on the inside floor to assure that a final level position has been achieved. 11. Repeat above directions for additional sections of home. 12. Close up roof section at mating line(s) of home and other areas as required. Refer to drawings, S-10, S-11, S-12, S-16, S-17, S-18 ,S-30 through S-41, and S-61 through S-63. 13. Install tiedown straps & anchors where required. 'For spacing see the appropriate support plan diagram. For tiedown notes & specifications see drawing S-20. UTILITY HOOK-UP 1. Install hot and cold water line crossovers, when required, below the floor with approved flex connectors provided by HBOS MANOFACTURING LP.. See drawing S-13 detail "A" or "B". Crossovers shall be the "same size as the pipes in the home at the crossover point. 4 2. Hook up waste line crossover when required with approved connector. See drawing S-13 detail "D". Assure all drain lines have proper slope (fall) of 1/4" minimum per foot toward outlet (1/8" minimum per foot if factory installed cleanout provided at upper end of drain line). Provide final installation of any ship loose waste lines at this time (see S-13 details "E" & "F"). 3. Install gas line flex connector supplied with the home for crossover when required. See drawing S-13 detail "C". A. Flexible crossover connectors shall be listed for exterior use. B. Crossovers shall be the same size as the piping in the home at the crossover point. C. Crossover connections shall be made by a listed quick disconnect device. Do not use tools on this device. 4. Hook up water line to service. A. Minimum 3/4" water connection required. B. The manufactured home is designed for an inlet water pressure of 80 psi. A pressure reducing valve must be installed and calibrated in areas where the water pressure exceeds 80 psi. C. A master cold water shut-off valve shall be installed in the water supply line adjacent to the home. D. Protection from freezing: If the home is installed in an area subject to freezing temperatures, the exposed section of the water supply piping, shut-off valve, and pressure reducer must be protected. The most effective means of accomplishing this is by the use of a thermostatically controlled heat tape. For this purpose, all homes are equipped at the factory with an electrical receptacle outlet under the home in the vicinity of the water supply inlet. Note: The heat tape used must be listed by a nationally recognized testing laboratory for use with manufactured homes, and installed in accordance with the manufacturer's instructions. In mild climates subject to only occasional below freezing temperatures, an alternative is to wrap exposed sections of the water supply piping with insulation, loosely taped to prevent excessive compression. E. To drain water lines, remove cap from drain location, open faucets and apply air pressure until all water is removed from the system. 5. Hook Up Gas Line To Service A. Use a gas supply connector listed for manufactured homes and rated according to the label attached to the home at the gas supply connection. B. The gas piping supply system is designed for a maximum pressure of 14" water column (1/2 psi) and not less than 7" water column (1/4 psi). 5 6. Hook Up Waste Line To Service A. Minimum 3" waste connection required. B. An approved flexible connector shall be installed at each end of the drain line from the home to the sewer inlet. C. For shipped loose drain line installation, see drawing S-13 detail "E". 7. Complete electrical hook up and installation of light fixtures shipped loose for interior and exterior of home prior to turning on service. Warning: Do not turn on breaker to water heater until tank is full of water. 8. Complete electrical crossover(s) at mating line between floor sections. Each crossover will consist of a length of 1/2" flex conduit with conductors on one floor section and a junction box with cover plate on the other floor section (see drawing S-15 detail "A". All splice connections shall be made with wire nuts. Always replace cover before turning power on. 9. Complete electrical hook up from manufactured home to service. For 100 amp service or larger, 4 splice connections are required in the junction box (see drawing S-15 detail "B"). Connectors at the junction box shall be split bolt, sleeve type, or other approved connectors. See table below for minimum wire and conduit sizes. Service Al Conductor Al Neutral Al Ground Conduit 100 amp No. 1 THW No. 1 THW No. 6 THW 1 1/2" 125 amp No. 2/0 THW No. 1/0 THW No. 4 THW 1 1/2" 150 amp No. 3/0 THW No. 1/0 THW No. 4 THW 2" 200 amp No. 4/0 THW No. 2/0 THW No. 4 THW 2" 10. Complete electrical connection for air conditioner where required. The circuit for an air conditioner terminates in a junction box without a receptacle. The conductors shall be spliced with wire nuts or other approved devices. See table below for wire sizes. A disconnecting means shall be provided which is located within sight of the controller location. Air Conditioner Size Wire Size Conduit Size 3 Ton 8/3 3/4" 3 1/2 Ton 8/3 3/4" 4 Ton 8/3 3/4" 5 Ton 6/3 3/4" 11. Hook up duct crossover(s) beneath home for down flow heating systems. See drawing S-14 and model specific heat duct diagram shipped with the home. A 12. After completing all utility hook ups to service, perform the following tests: A. Electrical function test. B. Water pressure test. C. Flood test (plumbing drain system). D. Gas test. E. Appliance function test. 13. Floor undersheathing (bottom board): The sheathing covering the bottom of the home is special material that is either vinyl coated or asphalt impregnated to protect against moisture, rodents, and unconditioned air. This sheathing was inspected and intact at the factory, but may have been damaged in transit or during set up. If a large hole is found and the material is vinyl coated, use a patch of the" same material, tacking to the nearest floor joists, and seal the edges with tape to retain air tightness. Small holes may be sealed with tape alone. If the material is asphalt impregnated board, use a patch of the same material with a bead of adhesive around the contact edges to make an air tight seal. Tack to the nearest floor joists, or use divergent staples. Your retailer can provide material and information, or can arrange for repairs. Wrap all P -traps exposed below the floor with insulation, then wrap the bottom board material and tape all seams. FINAL CLOSE UP AND INSPECTION 1. Ventilation of Under Floor Area: The underfloor area must be ventilated to minimize condensation beneath the home. A minimum of 4 ventilation openings shall be provided from the underfloor space to the exterior. The combined openings shall have a net area equal to at least one square foot for every 150 square feet of floor area. Place the required openings as equally distributed as possible along the length of at least two opposite sides, with openings located close to corners to provide cross ventilation. 2. Moisture Control of Underfloor Area: A vapor retarding ground cover of (6) mil black polyethylene material or other equivalent membrane must be used to prevent ground moisture from entering the home. 3. Install ship loose parts to finish close off for exterior. See drawings S-16 and S-17. 4. Remove detachable hitch and store beneath home. 5. Install the ceiling beam molding and all other necessary molding to complete the interior trim. 6. Using the enclosed "Carpet Layout' drawing, install pad and carpet in designated areas. Floors shall be swept clean and the joint at the mating line seam in the floor must be taped prior to installation. It is imperative that carpet piecing is performed according to the enclosed layout since the total carpet usage is supplied based on this drawing. 7 7. Assure that the bottom edge' of the factory installed exterior siding is kept at least 6" from the surrounding soil. Also, siding must not be in direct contact with concrete. 8. A roughed -in dryer vent opening has been provided for the future installation of a clothes dryer. Installation of the vent from the stub -in to the outside of the home must comply with the installation -instructions provided with the dryer.. Under no circumstances may the dryer be vented to the area -beneath the home: 9. Check the following during final walk through inspection:. A. All drawers and doors for proper alignment and fit. B. Floor tile; countertops; marble, fiberglass, paneling, exterior finish, and roof for acceptable condition. C. Plumbing and electrical hook ups. 4 8 SUPPORT PLANS, PIER SUPPORTS, AND FOOTINGS In order to properly set up and install the manufactured home according to the pier support plans and schedules, the following information must be known in advance: 1. Roof Load Zone: The local roof load where the home will be installed is typically either 20 psf, 30 psf, 40 psf, 60 psf or 80 psf. Note that 20 psf is often referred to as "South Zone" and 30 psf can be referred to as "Middle Zone". Check with the local building authority to determine the required roof load at the home site. 2. Soil Bearing Capacity: The pier support schedules are based on soil bearing capacities of either 1000 psf, 1500 psf, or 2000 psf. Refer to soils report or check with the local building authority for the proper soil bearing capacity to use with the support tables. 3. Home Size Specifications: The floor width of each home section will either be 9'-10" (10 Wide), 11'-10" (12 Wide), 12'-8" (14 Wide), or 13'-6" (14 Wide). The eave lengths will vary from 0" minimum to 16" maximum. CHASSIS & PERIMETER SUPPORTS Refer to the appropriate "Support Plan" diagram (single wide, double wide, triple wide, etc.) for a plan view of the generic support requirements. Then, with the information from items 1 through 3 above, enter Table I to determine the required pier capacity and footing pad size for chassis and perimeter supports based on the pier spacing you desire to use (either 4', 6', or 8' spacing). If the required capacity or footing area is greater than the rating of you pier or pad, you must either decrease the pier spacing or use multiple piers and or pads with a combined capacity to meet the requirement. Refer to drawing S-8 for pier and footing support details. Typically, perimeter supports are not required for 20 psf roof loads. However, perimeter supports are required for all roof loads at each side of all door and other openings in the sidewall that are greater than 48" as shown on the support plan diagrams. Perimeter supports are not required where the home is installed on and supported by a foundation system that has a continuous perimeter wall and footing capable of transmitting the design loads to the soil (see "Foundations") SPECIAL SUPPORTS - PORCH COLUMNS, POP -OUT FLOORS ETC Pier supports are required at outset or pop -out floors, porch column posts, and outset fire place locations as shown on drawings S-5, S-6, & S-7. E FOOTINGS Footings shall be placed level on firm, undisturbed soil or on controlled fill which is free of grass and organic materials, with a minimum soil bearing capacity of 1000 psf. In areas where the ground is subject to freezing, footings shall be placed to extend below frost line according to local jurisdiction requirements. CONTINUOUS FOOTINGS If continuous footings are- used (see S-8 detail "E"), the only information necessary from Table I is the pier capacity and spacing required. Disregard the required footing area. By limiting the pier load over continuous footings to 5200# for 1000 psf soil and 6000# for 1500 psf and 2000 psf soil, the required footing area has been accounted for. Note: The 5200# and 6000# limitations refer to both individual pier loads and to the combined load of multiple piers. RIDGE BEAM & MATING LINE BEARING WALL SUPPORTS Tables II and III are used for the support requirements at the mating line between two floor sections. Since the location and capacity * requirements for these suppois vary with each particular floor plan, a • separate 'drawing titled "Carpet Layout and Ridge Beam Field Support Piers" is enclosed with each installation manual. This drawing shows the location, pier capacity, and footing pad size requirements for all supports at the mating line. eNote: For justification of mating line supports as shown on the "Carpet Layout and Ridge Beam Field Support Piers" diagram, refer your local authority or building inspector to Table II and Table III of this manual. The "Carpet Layout and Ridge Beam Field Support Piers" diagram is intended only to be used as an aid for the home installer. UNDER FLOOR CLEARANCE AND HEIGHT RESTRICTIONS A minimum ground clearance of 12" shall be maintained beneath the lowest member of the chassis main frame (I beam). Where the home is installed on a basement or split level type foundation or when more than 25% of the area of the home is installed so the bottom of the main frame members are more than 36" above the ground level, the foundation system shall be designed by a licensed professional engineer or architect and the installation approved by the authority having jurisdiction. 10 FOUNDATIONS The support system(s) shown in this manual (piers, footings, and anchoring devices) comprise the minimum structural requirements for supporting the home to resist the total design loads as indicated herein. Where homes are installed on permanent foundations or other alternative support systems, such methods shall meet the requirements of the local building authority and when required be certified by a registered professional engineer or architect. The tiedowns as shown in this manual are not required where a permanent or alternative support foundation system is used that has been designed to resist local wind loads, is certified by a registered professional engineer or architect, and is approved by the local authority having jurisdiction. OPEN SLATTED DECKS AT PORCHES AND RECESSED ENTRIES Where open slatted deck boards are used at recessed entries and porches, provisions must be made to ensure water is not permitted to drain into the area under the conditioned portion of the home. Any perimeter type skirting or foundation wall should be installed to follow the exterior wall of the home and permit the area beneath the porch to drain water away from the home. SITE BUILT STRUCTURES ADJACENT TO MANUFACTURED HOME It is permissible to construct a site built structure (garage, porch, awning, etc.) adjacent to the manufactured home provided the attached structure is self supported (freestanding) and does not rely on the manufactured home for support. In addition, it is acceptable to extend the garage or porch gable fill roof framing over and onto the manufactured home roof as long as the gable framing is designed and constructed to distribute roof loads uniformly over the manufactured home roof as shown on drawing S-55 of this manual. All site construction shall conform to local building codes and proper fire separation shall be provided where required. SITE INSTALLED GROUND MOUNTED EVAPORATIVE (SWAMP COOLERS) Ground mounted swamp coolers may be installed on site provided that the following criteria is adhered to: • The floor framing and chassis must not be cut, damaged or altered. 11 SITE INSTALLED GROUND MOUNTED EVAPORATIVE (SWAMP COOLERS) CONTINUED FROM PAGE 11. • The main duct system supplied with the home must not be altered or tied into with the swamp cooler ducts. • The.swamp cooler ducts must be airtight as well as below the bottom board with the exception of vertical risers into registers. The bottom board must be repaired per page 7 of this installation manual where vertical risers .penetrate the bottom board. • The swamp cooler must be installed per manufacturer instructions and is subject to local jurisdiction regulations. BASEMENT DESIGNS It is the responsibility of the retailer and/or owner to provide a basement design that has been engineered and sealed by a professional engineer. Basement designs shall adhere to local building codes and shall be approved by the authorities having jurisdiction. The basement foundation (as designed by a registered engineer) must provide proper support for the home based on the loading and spacing requirements specified in this manual. UNDER NO CIRCUMSTANCES SHALL THE MAIN CHASSIS BEAM SUPPORTS BE SPACED MORE THAN 12' ON CENTER. GOLDEN WEST WILL NOT WARRANT AGAINST ANY PROBLEMS ASSOCIATED WITH FLOORS IF THE MAIN BEAM SUPPORTS ARE SPACED MORE THAN 12' ON CENTER. Marriage wall columns on each side of openings must be supported according to the design load criteria shown in tables II & III in this manual. This home's electrical, mechanical and plumbing systems shall not be tapped into or altered in any way, nor shall the floor framing and chassis system be cut or altered in any way. Stair construction at basements must comply with the UBC and local codes for widths, clearances, headroom, landings, fire protection, fire separation, smoke detectors, egress requirements etc. Stairs shall be independently supported and shall not rely on the manufactured home for support. Guardrails and handrails at the basement access location shall be installed on site and shall be in accordance with the UBC and all applicable local codes. 12 INSTRUCTIONS FOR SITE INSTALLED GAS COOKING RANGE I. FACTORY PREPARATION The home manufacturer will provide a space for the future installation of a cooking range. The metal hood and cabinet protection required by 3280.204(a) of the HUD Standards and the flame spread and fire protection requirements for surfaces adjacent to the range per 3280.203 shall be installed in the factory. A gas riser will be installed at the range space and capped off to accommodate the future installation of the range. A tag shall be placed next to the riser indicating the size and maximum BTU rating of the gas line. II. SITE INSTALLATION INSTRUCTIONS The range shall be installed in the space provided in accordance with the range manufacturer's installation instructions. The BTU input requirement for the range may not exceed the rating indicated on the tag placed by the factory. After the range is installed, and with the shut-off valve open, the gas piping system shall be pressurized to 1/2 psi. (8 oz.) and the appliance connections tested for leakage using soapy water or bubble solution. 12.1 CHASSIS MAIN BEAMS (TYPICAL) TYPICAL PERIMETER SUPPORTS (NOT — REQUIRED FOR 20 PSF ROOFS) PERIMETER BLOCKING REQUIRED —j" AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 1) F II' -0" TYPICAL TIEDOWN SPACING OPENING rV-0" MAX. ITYP.) T 24" MAX. (TYP.) NOTES: 1. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE, FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: QQFESSIOpy� F CHASSIS SUPPORTS PER "TABLE I SUPPORT SCHEDULE". S��cQ �SOSEPyF 9cy _ PERIMETER SUPPORTS PER "TABLE I SUPPORT SCHEDULE".SPP N0. 0FF91 TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 0042077 Exp. 3-31-2004 / CIVIL srAlf 0 CAUF��a\P 13 1E i� u'-0" TYPICAL (b'-0" FOR 6/12 ROOF) TYPICAL PERIMETER SUPPORTS (NOT — REQUIRED FOR 20 PSF ROOFS) PERIMETER BLOCKING REQUIRED --r AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) 0" MAX. ITYPJ T 24" MAX (TYP.) .wrrvrs 1 rLA1V - LJVUDLC YYIUC A NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN X-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: ?,OFE SIO �= CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". \5�4��OSEPyF = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. O RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C131-2004 77 / m - REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. L__� ®_ MATING LINE BEARING WALL PIER SUPPORTS Exp PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVIL TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 sjgjFOF CALIFOOL\P 14 TYPICAL PERIMETER SUPPORTS (NOT - REQUIRED FOR 20 PSF ROOFS) II' -0" TYPICAL TIEDOLN SPACING L --CHASSIS MAIN BEAMS (TYPICAL) MATING LINE RIDGE BEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN MATING LINE BEARING WALLS ABOVE (TYPICAL) MATING LINE T I (OPENING RIDGE BM. CLEAR SPAN CHASSIS MAIN (TYPICAL) RIDGE CRICKET RIDGE SLOPE of RooF LONGITUDINAL 2.-0" MAX. (TTP.) 24" MAX. (TTP-) r PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) ROOF DIAGRAM LONGITUDINAL TAG SUPPORT PLAN - TRIPLE WIDE - LONGITUDINAL TAG UNIT IA NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. __ __. •_. �o QROFESSIO,yq� F CHASSIS' PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". St'cQ soSEPyF dcy AQP FF9 = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �l0 N0. RIDGE BEAM COLUMN PIER SUPPORTS, PER NOTE NO. 2 ABOVE C042077 m - REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. _ MATING LINE BEARING WALL PIER SUPPORTS Exp 3-31.20 e ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVIL TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 sTATfOFCAUIO��\� 1 15 TYPICAL PERIMETER II' -0" TYPICAL %C-2'-0" MAX. SUPPORTS (NOT TIEDOWN SPACING 1pj REQUIRED FOR 20 PSF ROOFS) MATING LINE BEARING — WALL ABOVE (TYPICAL) CHASSIS MAIN BEAMS (TYPIC CHASSIS MAIN (TYPICAL) MATING LINE RIDGE BEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN PERIMETER BLOCKING REQUIRED — AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) 24" MAX. (TYP.) MATING LINE _ r 1� OPENING 0 TYPICAL AT ALL (4) CORNERS: 40000 PIER/PAD a 30 PSF 3 i CHASSIS MAIN I bm000 PIER/PAp • 40 PSF BEAMS (TYPICAL) 6000 PIER/PAD a 60 PSF 80000 PIER/PAD a 80 PSF "—� (NONE REQUIRED a 20 PSP) PIERS AT EACH END OF MAIN 30000 PIER/PAD a 20 PSF BEAM ON TAG UNIT ONLY: I 50000 PIER/PAD a 30 PSF 50000 PIER/PAD a 20 PSF 80000 PIER/PAD a 40 PSF 25000 PIER/PAD i 30 4 40 PSF I 80000 PIER/PAD a 60 PSF RIDGE 25000 PIER/PAD a 60 t 80 PSF 10,0000 PIER/PAD a 80 PSF 4 (MID -LENGTH) OF TAG RIDGE 21'-0" MAXIMUM TAG LENGTH SLOPE °F RO°F ROOF DIAGRAM TRANSVERSE TAG TRANSVERSE TAG I SUPPORT PLAN - TRIPLE WIDE - TRANSVERSE TAG UNIT I A I NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: QROFESSIO,yA� F = CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". \S�kQ SOSEPgF 9c� PP �� FF9 = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. O _ RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE 077 m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. ®_ MATING LINE BEARING WALL PIER SUPPORTS Exp. 3-31-2004 PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVIL 1 = TYPICAL TIE -DOWN PER SHEETS S-20 & 5-21. sjgltOFCAL0��\P 16 NOTE: EACH DOUBLE WIDE SECTION OF "T" MODEL MUST BE INDIVIDUALLY SUPPORTED PER THE "SUPPORT PLAN FOR DOUBLE WIDES INSTRUCTIONS. HOWEVER, TIEDOWN ANCHORS ARE NOT REQUIRED AT THE MATING LINE BETWEEN THE TWO DOUBLE WIDE SECTIONS AS SHOWN BELOW. 2'-0" M ITYP.) F Q E .fl B TYPICAL PERIMETER SUPPORTS (NOT — REQUIRED FOR 20 PSF ROOFS) MATING LINE BEARING WALL ABOVE � OPENING CHASSIS MAIN BEAMS (TYPICAL) MATING LINE RIDGE BM CLEAR SPAN BM CLEAR SPAN CHASSIS MAIN BEAMS (TYPICAL) IV -0" TYPICAL TIEDOWN SPACING PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) UNIT WIDTH UNIT WIDTH 13'-6" MAXIMUM 13'-6" MAXIMUM I I 0. J n Q W U A N T� I m m A � J u o � �I I 0 = 0. n \101.1 ml _m � J w. I V 0 � M) m I Cwt � � 01 m I k. M G I m I,T,l � �,vj=I 0 1 � W.w NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: DQROFESSIOpq� F CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". \S��Q � JOSEPH dcy = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. O _ RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. ®_ MATING LINE BEARING WALL PIER SUPPORTS Exp. 3-31-2004 U' PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVIL TYPICAL TIE -DOWN PER SHEETS S-20 8 S-21 sTgTEOFCAlIFO��\P 1 17 TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - NO EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED BEARING SUPPORT SUPPORT CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA 4'-0" CHASSIS 1820 262 2148 310 2424 349 1000 6•-0" CHASSIS 2730 393 3222 464 3636 524 PSF 8'-0" CHASSIS 3640 525 4296 619 4848 698 4'-0" CHASSIS 1820 175 2148 207 2424 233 1500 6'-0•• CHASSIS 2730 262 3222 310 3636 349 PSF 8•-0 CHASSIS 3640 395 4296 413 4848 466 4'-0" CHASSIS 1820 144 2148 155 2424 175 2000 6'-0•• CHASSIS 2730 197 3222 232 3636 263 PSF 8•-0'• CHASSIS 3640 263 4296 310 4848 349 TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - 16" EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED BEARING SUPPORT SUPPORT CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA 4'-0" CHASSIS 1980 286 2308 333 2584 372 1000 6'-0•• CHASSIS 2970 428 3462 499 3876 559 PSF 8'-0" CHASSIS 3960 571 4616 665 5168 745 4'-0' CHASSIS 1980 190 2308 222 2584 248 1500 6'-0•• CHASSIS 2970 286 3462 333 3876 372 PSF CHASSIS 3960 381 4616 444 5168 497 4'-0" CHASSIS 1980 144 2308 167 2584 186 2000 6'-0•• CHASSIS 2970 214 3462 250 3876 279 PSF 8'-0" CHASSIS 3960 286 4616 333 5168 372 pAOFESSI0N4, NOTES: F Q� SOSEPyIf�C�FF �\51'c 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. Q �P j0 9 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3.312004 CIVIL sjgTfOF CAUF�P�\F 18 TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - NO EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 988 143 1148 166 1280 186 CHASSIS 1548 223 1866 269 2130 308 1000 PSF 6'-0" PERIMETER 1482 214 1722 248 1920 278 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER 1976 285 2296 331 2560 370 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6 -0" PERIMETER 1482 144 1722 166 1920 185 CHASSIS 2064 198 2488 239 2840 273' PERIMETER 1976 190 2296 220 2560 246 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 144 1866 144 2130 154 2000 PSF 6'-0" PERIMETER 1482 144 1722 144 1920 144 CHASSIS 2064 149 2488 180 2840 205- 05•8'-0 8'- 0 PERIMETER 1976 144 2296 166 2560 185 NOTES:Q�S,��.P� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. Q�0 QAOFESSIOpA� sOSEPy F F��yF9 0 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE- MATING LINE. WHERE UNIT. WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. NO. C042077 C—(Q 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3. 1-2004 CIVIL STgTEOF CALIFD�N�� 19 TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - 16" EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 1200 173 1360 196 1496 216 CHASSIS 1548 223 1866 269 2130 308 1000 PSF 6'-0" PERIMETER 1800 260 2040 294 2244 323 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER 2400 346 2720 392 2992 431 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 1200 144 1360 144 1496 144 CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6'-0" PERIMETER 1800 173 2040 196 2244 216 CHASSIS 2064 198 2488 239 2840 273 8,-0" PERIMETER 2400 231 2720 262 2992 288 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 1200 144 1360 144 1496 144 CHASSIS 1548 144 1866 144 2130 154 2000 PSF 6'-0" PERIMETER 1800 144 2040 147 2244 162 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER 2400 173 2720 196 2992 216 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. VQFESSIOpA� F �5`'c Q� DOSE Py e yFi9 O 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. NO. * C042077� �cl 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2004 CIVIL u74tF OF CALIF��N\� 20 TABLE I SUPPORT SCHEDULE - 40 PSF ROOF LOAD - 16" MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING REQUIRED PIER' REQUIRED FOOTING BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1242 179 1418 204 4'-0" PERIMETER 1450 209 1650 238 1817 262 CHASSIS 1548 223 1863 268 2126 306 1000 PSF 6'-0" PERIMETER 2175 313 2475 356 2725 392 CHASSIS 2064 297 2484 358 2835 408 8'-0" PERIMETER 2899 418 3299 475 3633 523 CHASSIS 1032 144 1242 144 1418 144 4'-0" PERIMETER 1450 144 1650 158 1817 174 CHASSIS 1548 149 1863 179 2126 204 1500 PSF 6'- 0 PERIMETER 2175 209 2475 238 2725 262 CHASSIS 2064 198 2484 238 2835 272 PERIMETER 2899 278 3299 317 3633 349 CHASSIS 1032 144 1242 144 1418 144 4'-0" PERIMETER 1450 144 1650 144 1817 144 CHASSIS 1548 144 1863 144 2126 153 2000 PSF 6'- 0 PERIMETER 2175 157 2475 178 2725 196 CHASSIS 2064 149 2484 179 2835 204 8'-0" PERIMETER 2899 209 3299 238 3633 262 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. Q(10fEsslo � F �S1�c.�� DOSE PH F���yFF9 p 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. C042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. -2004 CIVIL sjglEOF CALO�N\� 21 TABLE I SUPPORT SCHEDULE - 60 PSF ROOF LOAD - 16" MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 2016 291 2300 332 2500 360 1000 PSF 6'-0" CHASSIS 1548 223 1866 269 2130 308 PERIMETER 3024 436 3450 497 3800 548 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER 4032 581 4600 663 5000 720 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2016 194 2300 221 2500 240 1500 PSF 6'-0" CHASSIS 1548 149 1866 180 2130 205 PERIMETER 3024 291 3450 332 3800 366 CHASSIS 2064 198 2488 239 2840 P73 8'-0" PERIMETER 4032 388 4600 442 5000 480 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2016 146 2300 166 2500 180 2000 PSF 6'-0" CHASSIS 1548 144 1866 144 2130 154 PERIMETER 3024 218 3450 249 3800 274 CHASSIS 2064 149 2488 180 2840 205 PERIMETER 4032 291 4600 332 5000 360 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. QROFESSIppq �S`kQP� sOSEP/�� j 4yF �P �0 F9 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. C042077 C(v��7�� 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. - 1-2004 CIVIL sjq,EOF CAUEO���� 22 TABLE I SUPPORT SCHEDULE - 80 PSF ROOF LOAD - 16" MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 2500 360 2880 415 3184 460 CHASSIS 1548 223 1866 269 2130 308 1000 PSF 6 -0 PERIMETER 3775 554 4320 622 4776 690 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2500 240 2880 277 3184 306 CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6'-0" PERIMETER 3775 363 4320 415 4776 460 CHASSIS 2064 198 2488 239 2840 273 PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2500 180 2880 208 3184 230 CHASSIS 1548 144 1866 144 2130 154 2000 PSF 6'-0" PERIMETER 3775 272 4320 311 4776 344 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. Q�OFESSIOpA� F Q�`�~�Q� NOSEPyF��yK O 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH.`[—�I NO. * C042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. • 1-2004 4. THE MAXIMUM PERIMETER SUPPORT SPACING = 6'-0" O/C. CIVIL srglE OF CALWrJ P 23 F 3 F 3 TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD EXAMPLE DIAGRAM • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD I SUPPORTI SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 2000 2500 4000 5000 1.10I0161 8000 10' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREIAG SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "C" X 13'-0" Q 13'-0" L 16'-0" 360 RIDGE BEAM RIDGE BEAM RIDGE BEAM 240 SUPPORT "A" SUPPORT "B" SUPPORT "C'• !�1 25'-6" 576 25'-6" BEARING WALL 25'-6" SPAN FOR SUPPORT "B" 32'-0" 720 in 480 • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD I SUPPORTI SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 2000 2500 4000 5000 1.10I0161 8000 10' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREIAG 13'-0" 288 13'-0" 192 13'-0" 144 16'-0" 360 16'-0" 240 16'-0" 180 25'-6" 576 25'-6" 384 25'-6" 288 32'-0" 720 32'-0" 480 32'-0" 360 38'-6" 864 38'-6" 576 38'-6" 432 12' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREAG 10'-6" 288 10'-6" 192 10'-6" 144 13'-0" 360 13'-0" 240 13'-0" 180 21'-6" 576 21'-6" 384 21'-6" 288 26'-6" 720 26'-6" 480 26'-6" 360 32'-0" 864 32'-0" 576 32'-0" 432 43'-0" 1152 43'-0" 768 43'-0" 576 14' WIDE MAXIMUM (FEET) REQUIRED FOAREIA G 9'-6" 288 9'-6" 192 9'-6" 144 12'-0" 360 12'-0" 240 12'-0" 180 19'-0" 576 19'-0" 384 19'-0" 288 24'-0" 720 24'-0" 480 24'-0" 360 28'-6" 864 28'-6" 576 28'-6" 432 37'-6" 1152 37'-6" 768 37'-6" 576 ?QFESS10NgT F NOTES: �`��Q`�IaSEPyF�4�FF 1. PIER SUPPORTS ARE NOT REQUIRED UNDER BEARING WALLS AT THE MATING LINE Q �p 9 FOR 20 PSF ROOF LOADS. NO. 2. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. C042077 3. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED Exp. 3-31-2 04 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1.ST CIVIL �P qTf OF CALIF��� 24 I TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD I C t z EXAMPLE DIAGRAM Q SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "G" REQUIRED FOAREIA G 9'-6" 288 9'-6" 192 9'-6" BE RIDGE BEAM RIDGE BEAM 360 WALL SUPPORT "A" SUPPORT "G" iq 180 19'-6" 576 19'-6" BEARING WALL MATING RIDGE BEAM "B" 288 SUPPORT PER L LINE SUPPORT 24'-0" TABLE III. 24'-0" �D 29'-0" SPAN FOR SUPPORT "B" in 576 29'-0" • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 1 TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD 1 SUPPORT I SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 2000 2500 4000 5000 6000 8000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 10' WIDE MAXIMUM SPAN (FEET) REQUIRED FOAREIA G 9'-6" 288 9'-6" 192 9'-6" 144 12'-0" 360 12'-0" 240 12'-0" 180 19'-6" 576 19'-6" 384 19'-6" 288 24'-0" 720 24'-0" 480 24'-0" 360 29'-0" 864 29'-0" 576 29'-0" 432 39'-0" 1152 39'-0" 768 39'-0" 576 12' WIDE MAXIMUM (FEET) REQUIRED FOAREIAG 8'-0" 288 8'-0" 192 8'-0" 144 10'-0" 360 10'-0" 240 10'-0" 180 16'-0" 576 16'-0" 384 16'-0" 288 20'-0" 720 20'-0" 480 20'-0" 360 24'-0" 864 24'-0" 576 24'-0" 432 32'-0" 1152 32'-0" 768 32'-0" 576 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 25 14' WIDE MAXIMUM R (FPAN EET) F 7'-0" 7'-0" 7'-0„ 9'-0" 9'-0" 9'-0" 14'-0" 14'-0" 14'-0" 17'-6" 17'-6" 17'-6" 21'-6" 21'-6" 21--6-- 28'-6" 1'-6"28'-6" 28'-6" 28'-6" 30SEP 1REA 288 192 144 360 240 180 576 384 288 720 480 360 864 576 432 1152 768 576 NO. C 2011 Exp. -31-2004 J, CIVI OF CA 3 3 3 3 r TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD EXAMPLE DIACsRAM Q SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "C" TABLE II RIDGE BEAM SUPPORTS — 40 PSF ROOF LOAD F SUPPORT CAPACITY (POUNDS) SOIL 10' WIDE BEARING MAXIMUM REQUIRED CAPACITY SPAN FOOTING (PSF) (FEET) AREA 12' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA BEARING RIDGE BEAM RIDGE BEAM 1000 5'-6" 288 WALL SUPPORT "A" SUPPORT "C" in 2000 1500 5'-6" 192 5'-6" 192 5'-6" -�-- - BEARING WALL MATING RIDGE BEAM F SUPPORT PER LINE SUPPORT "B" 11'-0" 576 TABLE III. 576 � 1500 11'-0" 384 SPAN FOR SUPPORT "B" in 384 • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN W-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. TABLE II RIDGE BEAM SUPPORTS — 40 PSF ROOF LOAD SUPPORT CAPACITY (POUNDS) SOIL 10' WIDE BEARING MAXIMUM REQUIRED CAPACITY SPAN FOOTING (PSF) (FEET) AREA 12' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA 14' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA 1000 5'-6" 288 5'-6" 288 5'-6" 288 2000 1500 5'-6" 192 5'-6" 192 5'-6" 192 1000 11'-0" 576 11'-0" 576 11'-0" 576 4000 1500 11'-0" 384 11'-0" 384 11'-0" 384 1000 17'-0" 864 17'-0" 864 17'-0" 864 6000 1500 17'-0" 576 17'-0" 576 17'-0" 576 8000 1000 23'-0" 1152 23'-0" 1152 23'-0" 1152 1500 23'-0" 768 23'-0" 768 23'-0" 768 10000 1000 28'-6" 1440 28'-6" 1440 28'-6" 1440 1500 28'-6" 960 28'-6" 960 28'-6" 960 �Q�O QQFESSIpNq� F NOTES: �S�Q�� JOSEPyF��yFF 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. p 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. * Exp. 3=31-2004 CIVIL sTgTf OF CAl1E0�N�� 0 I TABLE it RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD I C h 2 C h 2 EXAMPLE DIAGRAM • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN W-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE U RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD I SUPPORT I SOIL CAPACITY BEARING (POUNDS) CAPACITY IPSF) 2000 Qi6 1, 6000 8000 10000 12000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 10' WIDE MAXIMUM IFPAN EETI "A" 5'-4" SPAN FOR SUPPORT SPAN FOR SUPPORT "C" Q 192 5'-4" L 10'-8" 576 10'-8" BEARING RIDGE BEAM RIDGE BEAM 288 WALL SUPPORT "A" SUPPORT "C" 16'-0" 576 16'-0" 432 21'-4" BEARING WALL MATING RIDGE BEAM E SUPPORT PER LINE SUPPORT "B" 26'-8" TABLE III. 26'-8" 960 26'-8" SPAN FOR SUPPORT "B" 32'-0" 1728 32'-0" • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN W-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE U RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD I SUPPORT I SOIL CAPACITY BEARING (POUNDS) CAPACITY IPSF) 2000 Qi6 1, 6000 8000 10000 12000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 10' WIDE MAXIMUM IFPAN EETI REQUIRED FOAREIAG 5'-4" 288 5'-4" 192 5'-4" 144 10'-8" 576 10'-8" 384 10'-8" 288 16'-0" 864 16'-0" 576 16'-0" 432 21'-4" 1152 21'-4" 768 21'-4" 576 26'-8" 1440 26'-8" 960 26'-8" 720 32'-0" 1728 32'-0" 1152 32'-0" 864 12' WIDE MAXIMUM SPAN IFEETI REQUIRED AREA FOOTING 4'-6" 288 4'-6" 192 4'-6" 144 9'-0" 576 9'-0" 384 9'-0" 288 13'-6" 864 13'-6" 576 13'-6" 432 18'-0" 1152 18'-0" 768 18'-0" 576 22'-6" 1440 22'-6" 960 22'-6" 720 27'-0" 1728 27'-0" 1152 27'-0" 864 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 27 14' WIDE MAXIMUM PAN (FS REQUIRED FO F AREIA G 4'-0" 288 4'-0" 192 4'-0" 144 8'-0" 576 8'-0" 384 8'-0" 288 12'-0" 864 12'-0" 576 12'-0" 432 16'-0" 1152 16'-0" 768 16'-0" 576 20'-0" 1440 20'-0" 960 20'-0" 720 24'-0" 1728 24'-0" 1152 24'-0" 864 pROFESSlo \S��Q SOS E Py Fyc� NO. * C042077/ Exp 1-2004 CIVIL OFOF CAI 3 C a �L• TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD EXAMPLE DIAGRAM • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN W-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD I SUPPORT I SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 4000 6000 8000 10000 12000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 10' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREIA G 8'-5" SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "G" X 8'-5" 288 A 864 12'-8" 576 12'-8" 432 17'-0" BEARING RIDGE BEAM RIDGE BE 768 WALL SUPPORT "A" SUPPORT "G" 0% 1440 —�—— — L 21'-0" "BEARING 25'-4" 1728 WALL MATING RIDGE BEAMPORT 25'-4" PER LINE SUPPORT "B" TABLE 111. �0 SPAN FOR SUPPORT "B" • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN W-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD I SUPPORT I SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 4000 6000 8000 10000 12000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 10' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREIA G 8'-5" 576 8'-5" 384 8'-5" 288 12'-8" 864 12'-8" 576 12'-8" 432 17'-0" 1152 17'-0" 768 17'-0" 576 21'-0" 1440 21'-0" 960 21'-0" 720 25'-4" 1728 25'-4" 1152 25'-4" 864 12' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREIA G 7'-0" 576 7'-0" 384 7'-0" 288 10'-8" 864 10'-8" 576 10'-8" 432 14'-0" 1152 14'-0" 768 14'-0" 576 17'-9" 1440 17'-9" 960 17'-9" 720 2V-4" 1728 21'-4" 1152 21'-4" 864 14' WIDE MAXIMUM (FEET) REQUIRED FQAREIAG 6'-3" 576 6'-3" 384 6'-3" 288 9'-4" 864 9'-4" 576 9'-4" 432 12'-6" 1152 12'-6" 768 12'-6" 576 15'-6" 1440 15'-6" 960 15'-6" 720 18'-6" 1728 18'-6" 1152 18'-6" 864 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. ` 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 28 QROFESSION SOSEPye 1 N0. C042677 Exp.3-31-2004 CIVIL OF CALI TABLE III — SUPPORTS AT MATING LINE BEARING WALL — 30 PSF ROOF LOAD I a r C EXAMPLE D144RAM LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. X = RIDGE BEAM SUPPORTS PER TABLE It. "L"= SUPPORT SPACING PER TABLE III BELOW. . MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE 11 RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD I SUPPORT I SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 2000 2500 4000 5000 6000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 10' WIDE SUPPORT S (FEET)G Q E MATING LINE S 4'-6" 192 4'-6" 144 x Q CLEAR SPAN CLEAR SPAN i MATING LINE BEARING WALLS 6'-0" 180 q1 576 LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. X = RIDGE BEAM SUPPORTS PER TABLE It. "L"= SUPPORT SPACING PER TABLE III BELOW. . MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE 11 RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD I SUPPORT I SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 2000 2500 4000 5000 6000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 10' WIDE SUPPORT S (FEET)G REQUIRED AREA FOOTING 4'-6" 288 4'-6" 192 4'-6" 144 6'-0" 360 6'-0" 240 6'-0" 180 9'-6" 576 9'-6" 384 9'-6" 288 12--0-- 720 12'-0" 480 12'-0" 360 14'-0" 864 14'-0" 576 14'-0" 432 12' WIDE SUPPORT S(FECINGET) REQUIRED REA FOOTING 4'-0" 288 4'-0" 192 4'-0" 144 5'-0" 360 5'-0" 240 5'-0" 180 8'-0" 576 8'-0" 384 8'-0" 288 10'-0" 720 10'-0" 480 10'-0" 360 12'-0" 864 12'-0" 576 12'-0" 432 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Ell 14' WIDE SUPPORT SPACING FEET) REQUIRED FOOTING G ARE 3'-6" 288 3'-6" 192 3'-6" 144 4'-6" 360 4"-6" 240 4"-6" 180 7'-0"' 576 7'-0" 384 7'-0" 288 9'-0" 720 I 9'-0" 480 9'-0" 360 10'-6" 864 10'-6" 576 10'-6" 432 Q OFESSIO^ JOSE H NO. C042077 Exp. 3. 1.2004 / CIVIL OF CALI TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 40 PSF ROOF LOADS EXAMPLE DIAGRAM MATING r LINE `9 e1 XX CLEAR SPAN CLEAR 3 Q SPAN MATING LINE BEARING WALLS in LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. CC = RIDGE BEAM SUPPORTS PER TABLE II. "L"= SUPPORT SPACING PER TABLE III BELOW. • MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. TABLE ID MATING LINE WALL SUPPORTS - 40 PSF ROOF SUPPORT CAPACITY (POUNDS) SOIL BEARING CAPACITY IPSF) 10', 12', 14' WIDE SUPPORT REQUIRED SPACINGFOOTING G 1000 5'-0" 504 4000 1500 5'-0" 336 1000 7'-0" 706 5000 1500 7'-0" 470 1000 8'-0" 806 6000 1500 8'-0" 540 1000 9'-6" 960 7000 1500 9'-6" 640 p(IOFESS10pAl F NOTES:Q 1�Q� DOSE 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. O 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE, WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077i VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3.31.2004 CIVIL sjglf OF CALIFO�N\P 30 I TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 60 & 80 PSF ROOF LOADS I f 0 3 c C EXAMPLE DIAGRAM LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. Z = RIDGE BEAM SUPPORTS PER TABLE II. "L"= SUPPORT SPACING PER TABLE III BELOW. • MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE 10 RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD I SUPPORT SOIL CAPACITY BEARING Q MATING 4'-6" LINE �9 1000 in 1500 288 F Q CLEAR SPAN CLEAR SPAN MATING LINE BEARING WALLS M LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. Z = RIDGE BEAM SUPPORTS PER TABLE II. "L"= SUPPORT SPACING PER TABLE III BELOW. • MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE 10 RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD I SUPPORT SOIL CAPACITY BEARING (POUNDS) CAPACITY 4'-6" (PSF) 576 1000 4000 1500 288 2000 10' WIDE SUPPORT REQUIRED S FOREIAG (FEEIT)G 4'-6" 5'-4" 576 5'-4" 384 5'-4" 288 12' WIDE SUPPORT REQUIRED S OE FOREIAG (FEETPACIN) REA 4'-6" 576 4'-6" 384 4'-6" 288 14' WIDE SUPPORT REQUIRED S FO G (FEET)G REA 4'-0" 576 4'-0" 384 4'-0" 288 I TABLE III RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD I SUPPORT CAPACITY (POUNDS) r•�• SOIL BEARING CAPACITY (PSF) 1000 1500 2000 10' WIDE SUPPORT REQUIRED S NG FORTING FEE (FEET) 4'-3" 576 4'-3" 384 4--3-- 288 12' WIDE SUPPORT REQUIRED S OA FOREIAG (FEET) 3'-0" 3'-6" 576 3'-6" 384 3' 6" 288 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 31 14' WIDE SUPPORT REQUIRED S(FEET)G FOREIAG 3'-0" 576 3'-0" 384 3'-0" 288 jQfESS10p 1 DOSE Py F� N0. * C042077 il (-rr* Exp.3-31-2004 J, SIL Tf OF CAU PROVIDE CHASSIS, PERIMETER MATING LINE AND RIDGE BEAM COLUMN PIER SUPPORTS PER STANDARD MODEL MATING LINE CHASSIS MAIN (TYPICAL) INSTALL PIER AT EACH FACTORY INSTALLED OUT- RIGGER 4 WHEN OUTRIGGER IS GREATER THAN 24• FROM END OF OUTSET, INSTALL PIER AT END OF OUTSET. SIDEWALL SUPPORT PLAN - OUTSET FLOOR A (2) 2x6 •2 DF OR TOE -NAILED BETTER NAILED (WHERE TOGETHER WITHACCESSIBLE) OUTSET FLOORS 16d NAILS AT 4" O/C --- —� - MATING LINEINSTALL - 2000 4000 4000 6000 6000 9" MAX ERS / \\\ UNDER M DI DLLE PORCH POST ABOVE 4000 p x MIDDLE - POSTS RECESSED SIDEWALL PORCH STD. CHASSIS POST AT PORCH PIER SUPPORT (BEYOND) SUPPORT CAPACITY FOR THISCONDITION i CHASSIS MAIN BEAMS l' MAX T� ONE POST _ (TYPICAL) MAY OCCUR, DEPENDING UPON B In THE FLOORPLAN) A CAPACITIES PER TABLE AT RIGHT. PROVIDE CHASSIS, L PERIMETER MATING LINE AND 6-5 INSTALL PIERS UNDER EACH RIDGE BEAM COLUMN PIER SIDEWALL PORCH END -POST ABOVE. SUPPORTS PER STANDARD MODEL 8' MAX W MAX CAPACITY PER TABLE AT RIGHT. SUPPORT PLAN - RECESSED SIDEWALL - PORCH B PERIMETER PORCH POS RECESSED STANDARD SIDEWALL—� ��& FLOOR JOISTS ABOVE SID��L (BEYOND) I ROUTSET SIDEWALL If TYPICAL FLOOR --1 II 1 (2) Ibd • (2) 16d NAILS (2) 2x6 •2 DF OR TOE -NAILED BETTER NAILED (WHERE TOGETHER WITHACCESSIBLE) OUTSET FLOORS 16d NAILS AT 4" O/C --- (NO SPLITS ALLOWED)\\\ SIDEWALL PORCH 2000 4000 4000 6000 6000 9" MAX POUNDS POUNDS / \\\ PIER UNDER EACH PORCH POST ABOVE 4000 APPROVED4 4 MIDDLE - POSTS FOOTING STD. CHASSIS POUNDS POUNDS PIER SUPPORT (BEYOND) SUPPORT CAPACITY FOR THISCONDITION 3WO POUNDS MAXIMUM 12 SUPPORT DETAIL C /j � \�--STD. GHA9918 /I \ PIER SUPPORT / \\\ (BEYOND) / 1 SUPPORT DETAIL FACTORY INSTALLED OUTRIGGERS INSTALL PIER AT EACH FACTORY INSTALLED OUT- RIGGER 4 WHEN OUTRIGGER IS GREATER THAN 24" FROM END OF OUTSET, INSTALL LEGEND: ■ = CHASSIS PIER SUPPORT PER 'TABLE I SUPPORT SCHEDULE'. PERIMETER PIER SUPPORTS PER 'TABLE I SUPPORT - SCHEDULE'. (NOT REQUIRED FOR 20 PSF ROOFS) MATING LINE BEARING WALL PIER SUPPORTS - PER 'TABLE III - SUPPORTS AT MATING LINE' SCHEDULE. - RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW REFERENCE "TABLE II RIDGE BEAM SUPPORTS' SCHEDULE. . TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH --SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING MINIMUM PIER CAPACITIES; PER CAPACITY REOU lRE%0lTS FOR OUTSET FLOOR AND PORCH COLUMNS ROOF LIVE LOAD / PIER CAPACITY PIER LOCATION 20 PSF 30 PSF 40 PSF 60 PSF7 80 PSF OUTSET FLOORS 2500 lbs. 2500 lbs. --- --- --- SIDEWALL PORCH 2000 4000 4000 6000 6000 END- POSTS POUNDS POUNDS POUNDS POUNDS POUNDS SIDEWALL PORCH 2000 LB. 4000 LB. 4000 6000 6000 MIDDLE - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS NOTES: 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED ABOVE. USE THE "REQUIRED FOOTING AREA' COLUMN OF 'TABLE II - RIDGE BEAM SUPPORTS" SCHEDULE, MAKING SURE TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR SITE CONDITION, THE CAPACITY LISTED ABOVE. AND THE CORRESPONDING PAD SIZE LISTED. 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3--0'. 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO THE ENCLOSED 'CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER' DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. PIER AT EA. END I DRAWMG OF OUTSET FLOOR 12 SUPPORT PLANS I""' `° OUTSET FLOOR AND 20 PSF RECESSED SDEWALL 30 PSF 40 PSF 80 PSF 80 PSF By D. HOLT DATE 2-3-95 S-5 BY D. HOLt DATE 3-2S-96 �7 PROVIDE CHASSIS, W-0" MAX PERIMETER AND END PORCH PROVIDE CHASSIS, 10'-0" MAX. PERIMETER AND END PORCH LEGEND: MATING LINE PIER (FULL WIDTH) MATING LINE PIER (FULL WIDTH) ■ CHASSIS PIER SUPPORT PER "TABLE SUPPORTS PER SUPPORTS PER c I SUPPORT SCHEDULE'. STANDARD MODEL STANDARD MODEL SUPPORTSPERIMETER PIER 'TABLE I RT - SCHEDULE". (NOT REQU REQUIRED O FOR 20 PSF ROOFS) r MATING LINE BEARING WALL PIER SUPPORTS "TABLE PER III - SUPPORTS AT MATING LINE' SCHEDULE. 0 ENDWALL ENDWALL 3 i MATING _p 3 MATING RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW m - LINE t = VA ►- = LINE REFERENCE "TABLE 11 RIDGE BEAM SUPPORTS" SCHEDULE. 9 PORCH/DECK 7 `9 PORCH/DECK TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH a PROVIDE PROVIDE - SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING RIDGE BEAM RIDGE BEAM MINIMUM PIER CAPACITIES: COLUMN PIER COLUMN PIER _ BUF120RTS = SUPPORTS 0 X PER "CARPET 0 X PER "CARPET 3 i CHASSIS MAN LAYOUT AND 3 E CHASSIS MAIN LAYOUT AND PER REOUIREMBfB FOR END PORCHES' CORNER PORCH AND FAEPLACES BEAMS (TYP-) RIDGE BEAM 9 FIELD SUP- �_ = BEAMS (TYPE RIDGE BEAM .4 FIELD SUP- LIVE LOAD / PIER CAPACITY PORT PIER" PORT PIER" - DRAWING DR WING 0ROOF 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF • � • • • END PORCHES 2000 tbs. 2500 tbs. 4000 tbs. 4000 tbs. 6000 tbs. RECESSED CORNER PORCH 2000 tbs. 2500 Ibs. 4000 Ibs. 4000 tbs. 6000 tbs. 91DE1-141 L—J4'-0" ENTRY I MAX' SIDEWALL PROVIDE SPECIAL PIERS AND PADS PROVIDE SPECIAL PIERS AND PADS FIREPLACE 2000 tbs. 2500 tbs. 4000 tbs. 4000 tbs. 6000 tbs. AT (4) LOCATIONS OF PORCH AS SHOWN- AT ALL (4) CORNERS OF PORCH - NOTES: FOR MINIMUM CAPACITIES SEE TABLE FOR MINIMUM CAPACITIES SEE TABLE AT RIGHT OF THIS SHEET. AT RIGHT OF THIS SHEET. 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED 64 64 ABOVE, USE THE 'REQUIRED FOOTING AREA' COLUMN OF 'TABLE II - RIDGE BEAM SUPPORTS' SCHEDULE. MAKING SURE TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR SITE CONDITION. THE CAPACITY LISTED ABOVE, AND THE CORRESPONDING PAD SIZE LISTED. SUPPORT PLAN — END PORCH W/ RECESSED ENTRY A SUPPORT PLAN — END PORCH / DECK JB PROVIDE CHASSIS, NOTE: PROVIDE CHASSIS, " MATING 10'-0 MAX PERIMETER AND MATING FIREPLACE MAY PERIMETER AND LINE MATING LINE PIER LINE OCCUR AT ANY MATING LINE PIER 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH SUPPORTS PER ENDWALL SUPPORTS PER END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT STANDARD MODEL STD. MODEL ARE GREATER THAN 3'-0'. ENDWALL 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO THE ENCLOSED ENDWALL "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" m- PROVIDE DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 1 RIDGE BEAM VOFESSIO — — X22" TVP. --7x COLUMN PIER li3 CHASSIS MAM PER "SUPPCARPET Sti`�QE� OSEPy�fyc� a I Q IL }} BEAMS (TYPJ PORCH/ LAYOUT AND IL RIDGE BEAM + QQ lr9 O CHASSIS MAIN FIREPLACE p (TYPJ EXTENSION'S I Q ENDWALL---ADECK FIELD SUP- N0. BEAMS PORT PIER" C0A2Q77 DRAWING ��„o� C4 3 Exp. 3-31.2004 SIDEWALL CIVIL "lf OF SIDEWALL CALW PROVIDE SPECIAL PIER AND PAD AT PROVIDE SPECIAL PIERS AND PADS DRAWING SUPPORT PLANS ROOF LOADS 20 PSF 30 PSF 40 PSF CENTER OF FIREPLACE END JOIST AS AT THE (2) PORCH LOCATIONS SHOILN PORCHES AND SHOWN -FOR MINIMUM CAPACITIES SEE FOR MINIMUM CAPACITIES SEE TABLE FIREPLACES 80 PSF 80 PSF TABLE UPPER RIGHT OF THIS SHEET. AT RIGHT OF THIS SHEET. DRAWN BY D. HOLT DATE 2-6-95 REVISED BY D. HOLT DATE $-25-96 1 S -G SUPPORT PLAN - ENDWALL FIREPLACE C SUPPORT PLAN - CORNER PORCH / DECK ID IT -W x 20'-W PORCH41UPPORT TABLE LEGEND: ■ = CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". O 20 PSF 30 PSF PIER FOOTING PIER FOOTING PROVIDE CHASSIS, MATING 20'-0" MAXIMUM PERIMETER AND LINE„ . MATMCs LINE PIER SUPPORTS PER <MAXMIUM STANDARD MODEL I APACIT AREA APACIT AREA PERIMETER PIER SUPPORTS PER 'TABLE I SUPPORT = SCHEDULE". (NOT REQUIRED FOR 20 PSF ROOFS) _ MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. SIDE COLUMN 2400 tbs. 346 3200 tbs. 461 CENTER COLUMN 2400 tbs. 346 3200 tbs. 461 CORNER COLUMN 2400 tbs. 346 2400 Ibs. 346 RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW - REFERENCE "TABLE II RIDGE BEAM SUPPORTS' SCHEDULE. a40 PSF 60 PSF PIER FOOTING PIER FOOTING ZCAPACITY AREA APACITY AREA TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH *--SUPPORT SIDE COLUMN 6000 Ibs. 864 6000 tbs. 864• tl F3 CHASSIS MAIN BEAMS (TYPJ DPEEck/ SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING MINIMUM PIER CAPACITIES: CENTER COLUMN 6000 Ibs. 864 6000 Ibs. 864 CORNER COLUMN 4000 tbs. 676 4000 Ibs. 676 Q ENDWALL > 80 PSF a 3 . • PIER FOOTING APACIT AREA NOTES: SIDEWALL 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED SIDE COLUMN 8000 Ibs. 1152 "SIDE COLUMN” SUPPORT SIZE PER TABLE AT RIGHT ABOVE, USE THE -REQUIRED FOOTING AREA- COLUMN OF 'TABLE If - RIDGE BEAM SUPPORTS" SCHEDULE, MAKING SURE TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR CENTER COLUMN 8000 tbs. 1152 CORNER COLUMN 6000 tbs. 864 "CENTER COLUMN" SUPPORT SITE CONDITION, THE CORRESPONDING PAD SAZE CITY LISTED ABOVE, AND THE D. SIZE PER TABLE AT RIGHT NOTE: 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH "COINER COLUMN" SUPPORT FOOTING PAD SIZES ARE SHOWN IN SQUARE INCHES END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT SIZE PER TABLE AT RIGHT ARE GREATER THAN 3'-0'. 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH 64 EACH INDIVIDUAL FLOOR PLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. SUPPORT PL AN — 1 3' — 8' X 2 U— 0" P O R C H JA PERIMIS MATING 10'-0" MAX PERIMETER, ANDLINE MATING LINE PIER PER FEQIJiiaFNM AT COLUMNS FOR TRANSVERSE TAG WITH PORCH/DECK ROOF LIVE LOAD / PIER CAPACITY SUPPORTS PER "TRIPLE WIDE - 20 PSF 1 30 PSF 40 PSF 60 PSF 80 PSF PIER CAPACITY 2000 Ibs. 2500 Ibs. 4000 tbs. 4000 tbs. 6000 Ibs. TRANSVERSE TAG ENDWALL UNIT" FOOTING AREA 288 360 576 576 864 SUPPORT PLAN ROOF DIAGRAM - TRANSVERSE TAG WITH PORCFUDECK Lu GFIASSISMAM (L 0 BEAMS (TYPE DP W E ENDWALL a r Q RIDGE _ _ — — — — —_ FESSIO jOSEPy4Ffl�� ' PQ O NO. CQ42017 g(�m3 RIDGE COLUMN E+0. 9-31-2004 SIDEWALL WHEN PORCH/DECK OCCURS AT END OF THE PORCH DECK SLOPE OF ROOF COLUMN CIVIL OF CALIFS � TRANSVERSE TAG, PROVIDE ADDITIONAL SPECIAL SUPPORTS UNDER EACH COLUMN AT PORCH/DECK PER TABLE AT RIGHT. TRANSVERSE TAG DRAwwc SUPPORT PLANS FOR PORCHES AND DECKS I ROOF LOADS 20 PSF 30 PSF 40 PSF 80 PSF 80 PSF DRAWN BY D. HOLT DATE 3-28-96 S-7 SUPPORT PLAN - TRANSVERSE TAG WITH PORCH/DECK B REVISED BY- DATE - _MATING LINE PERIMETER F— SIpEWALL FLOOR I FLOOR JOISt� CHASSIS I -BEAM OR (2) Ibd TOE -NAIL -4 f \ FLOOR RIM JOIST ADJUSTABLE NUT CONTACT PAD •�- (2) Ibd NAILS (2) 2x6 • 2 OF OR BETTER NAILED TOE -NAILED 2x6 NAILED (WHERE TOGETHER WITH ACCESSIBLE)(2) Ibd NAILS AT 4" O/C ACCESSIBLE) APPROVED 2" RISER RISER APPROVED 2" TOGETHER WITH (NO SPLITS ALLOWED) APPROVED PIER NOMINAL TREATED TREATED Ibd NAILS AT (PERIMETER SUPPORT) LUMBER FOOTING APPROVED METAL LUMBER FOOTING 4" O/C. INSET S" s PAD OR 4" THICK PADFRAME PAD OR 4" THICK APPROVED FOOTING SOLID CONCRETE SOLID CONCRETE APPROVED PAD. PAD. PIERS SUPPORT CAPACITY FOR THIS CONDITION 10 12 3000 POUNDS MAXIMUM 12 METAL PIERS JA METAL PIERS - MULTIPLE 113 INSET SUPPORTS AT PERIMETER 1C CHASSIS GAP BETWEEN TOP OF PIER AND MAIN FRAME MAY BE A WOOD PLATE (NOT CHASSIS NOTES; 1 -BEAM EXCEEDING 2" IN THICKNESS) AND 4" WIDE x 6" LONG x I" THICK MINIMUM I -BEAM IN OR OR FLOOR WOOD SWIMS (WEDGES), FITTED AND DRIVEN TIGHT BETWEEN WOOD PLATE FLOOR RIM RIM JOIST JOIST 1. ALL PIERS AND FOOTINGS SHALL BE APPROVED FOR THEIR OR PIER AND MAIN FRAME. 2" OR 4" SOLID CONC. BLOCK MAY FILL THE INTENDED USE BY THE AUTHORITY HAVING JURISDICTION. REMAINDER OF THE GAP. PIER CAP: 2x&x16" WOOD (2 LAYERS PIER CAP: 4"x 16"x 16" = 2. A MINIMUM GROUND CLEARANCE OF 12' SHALL .BE MAINTAINED MAX), OR 4x8x16" SOLID CONCRETE, SOLID CONCRETE BLOCK 0 BENEATH THE LOWEST MEMBER OF THE CHASSIS (I -BEAM). 0 OR COMBINATION OF BOTH. OR EQUIVALENT. _ -. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS STANDARD OPEN OR CLOSED CELL 0 - DOUBLE CONCRETE 8"x 8"x 16" CONCRETE BLOCKS WITH SHALL BE 2.5:1 . 10 (SOLID OR CELLED) WITH D "T N 4 Z CELLS PLACED VERTICALLY. THE d) I BLOCKS INTERLOCKED AND zz 4. ALL FOOTINGS (PADS OR CONTINUOUS) MAY BE PLACED DIRECT - BLOCKS SHALL BE INSTALLED W/ 16" CAPPED AS SPECIFIED Q LY ON THE GROUND SURFACE WHERE ALLOWED BY THE LOCAL F O PERPENDICULAR TO DIMENSION PERPABOVE - O JURISDICTION, PROVIDED THE SOIL IS FIRM AND UNDISTURBED, Z I -BEAMS OR ALTERNATE DIRECTION 10 W OR COMPACTED FILL, FREE OF GRASS AND ORGANIC MATERIAL. FOOTING: I6"x I6 x 4 SOLID W w OF EACH COURSE. " " W 5. PIER HEIGHT MAY BE 36" MAXIMUM AS MEASURED FROM THE 1 APPROVED y" CONCRETE OR OTHER PRODUCT .. TOP OF THE FOOTING TO THE BOTTOM OF THE I BEAM UNDER NOMINAL TREATED APPROVED FOR THE PURPOSE. THE MAIN FRAME, AND 48" MAXIMUM TO THE BOTTOM OF THE LUMBER FOOTING ALTERNATE: : (2) 8"x 16"x 4" PERIMETER OR CENTERLINE FLOOR RIM JOIST. LPAD OR 4" THICK SOLID CONC. BLOCKS W/ JOINT FIN19H GRADE SOLID CONCRETE PAD. BETWEEN BLOCKS PARALLEL 6. WHEN MORE THAN ONE-FOURTH OF THE AREA OF THE MANU- TO THE STEEL I -BEAM FRAME. FINISH GRADE 12 FACTURED HOME IS INSTALLED SO THAT THE BOTTOM OF THE MAIN FRAME MEMBERS ARE MORE THAN 3 FEET ABOVE GROUND D CONCRETE BLOCK PIERS LEVEL, THE FOUNDATION SYSTEM SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AND THE WHEN A PIER IS FOUNDED ON TWO OR MORE FOOTING PADS AND THE LENGTH OF TWE PIER BASE IS LESS THAN THE WIDTH OF THE INSTALLATION SHALL BE APPROVED BY THE LOCAL AUTHORITY CHASSIS I -BEAM OR------ 6"x 16" MINIMUM CONT. MULTIPLE PAD, A LOAD DISTRIBUTING ELEMENT IS REQUIRED HAVING JURISDICTION. FLOOR RIM JOIST. CONCRETE FOOTING AND SHALL BE APPROVED 2 x TREATED LUMBER OR OTWER APPROVED MATERIAL W/ WIDTH AT LEAST EQUAL TO THE WIDTH FULL LENGTH OF THE I JOIST. OF THE PIER AND LENGTH AT LEAST EQUAL TO THE WIDTH OF THE ppOFESSIO -BEAM OR RIM I \ ALBA€€: FOOTINGS MULTIPLE PADS. APPROVED CONCRETE U \\\ ' MAY BE INSTALLED CONCRETE BLOCK (OR METAL PIER) �S�``���OSEP/, e�QQ �0�9 BLOCK OR METAL PIER \ PERPENDICULAR TO INDIVIDUAL OR COM- I CHASSIS I -BEAM AT BINED PIER LOADS \\\ NO MORE THAN W-0" NO. !442077 / 6 = _ = d O/C, WITH FOOTING _ 2 LENGTH EQUAL TO HOME WIDTH. * VIL NOTE: FINISH GRADE NOTE: OF WHERE REQUIRED BY DRAWING•SET�JP INSTRUCTIONS' ROOF LOADS LOCAL AUTHORITY, (2) • 4 CONTINUOUS 16 Tti 20 PSF 40 PSF EXTEND FOOTING REBAR LAPPED PIER AND FOOTING 30 PSF 60 PSF BELOW FROST LINE 12" MINIMUM APPROVED SUPPORT DETAILS 80 PSF . 12 FOOTING 10 DRAWN BY. D. HOLT DATE: 1 -12 -SS— p ��O CONTINUOUS FOOTINGS E' SINGLE PIER ON MULTIPLE PAD F REVISED BY: - DATE: - (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES 3" MIN LACI SCREW CLUSTER TABLE 1 APPROVED EQUAL FIELD FIELD INSTALLED W/ (2) INSTALLED, EXTENDING b" 12 GA. x 1 1/4" ROOFING MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE CLUSTER MAXIMUM SPAN OR ADJACENT SPAN 20 P.S.F. 30 P.S.F. OF UNIT G. C PATTERN LAST COURSE OF FACTORY INSTALLED SHINGLES FIELD _ f SHINGLES INSTALLED W/ (4) m 1 SCREW 5'-0" 3'-6" 12 GA x IROOF X Q _ NAILS AT EA L 2 SCREWS 10'-0" 7'-0" = SHINGLE. 4 SCREWS 20'-0" 14'-0" (2) LAYERS 150 FELT AFTER RIDGE BEAM 6 SCREWS 30'-0" 21'-0' OR APPROVED EQUAL BOLTING, ATTACH 3/8"x FACTORY INSTALLED b" (MIN) PLYWOOD 3/8" DIA x 5" 8 SCREWS 40'-0" 28'-0" V1" o BOLtB W/ WASHERSJ CLOSURE STRIP WITH 6d NAILS AT 6" O/C TO LAG SCREW 10 SCREWS 50'-0' 35'-0" 2" MIN. FROM TOP OF RIDGE BEAM AND (2) rod RIDGE BEAM. FOR RAFTEACCESS SPACING AND BOLT ORLCOTVOER 5A" 0 CLUSTER REQUIRED OVER LAG SCREW SPACINGS: 10L G SCREW CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS SEE HOLES WITH 30 GA. 30" O/C - 20 P.S.F. SUPPORT POSTS ARE ON ONE SIDE OF . GALVANIZED METAL. 12 20" O/C - 30 P.S.F. 2. LAG SCREW SPACING IN CLUSTER TO BE 2' TO 4" O/C RIDGE CLOSE - UP DETAIL - 3.'12 ROOF I A ALTERNATE RIDGE BEAM LAG SCREW DETAIL - 20 P.S.F. AND 30 P.S.F. ONLY B RIDGE FIELD INSTALL I/2"# BOLTS WITH WASHERS BOLT CLUSTER TABLE 11 BEAM AT 48" O/C • 20 PSF ROOF OR 32"O/C RIDGE CLUSTER MAXIMUM SPAN OR ADJACENT SPAN * 30 PSF ROOF OR 24" O/C • 40 PSF BEAM ROOF OR 16" O/C 60/80 PSF ROOFS PATTERN 20 P.S.F. 30 P.S.F. 40 P.S.F. 60 P.S.F. 80 P.S.F. • • WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF 2„ TO t ONLY, A BOLT CLUSTER 16 1 BOLT 12'-9" 8'-10" 5'-0" W-0" 3'-10" 4" O/C REQUIRED A6 SHOWN. FOR 2 BOLTS 25'-6" 17'- 8" 9'-11" 91-11" V-9" QUANTITY OF BOLTS, SEE TABLE II AT RIGHT. 3 BOLTS 38'-3' 26'- 7" --- --- ... 4 BOLTS --- 35'- 5' 19'-10" 19'-10" 15'-6" LONGITUDINAL OR TRANSVERSE II II 6 BOLTS --- --- 29'-8" 29'-8' 23'-3" rt RIDGE BEAM SUPPORT POSTS 8 BOLTS --- --- 39,-7" 39'-7" 31'-0" TYPICAL WALL STUDS I� Fir- NOTE: II lill 1. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF C. E --TYPICAL FLOOR 2. BOLTS SHALL BE 1/2" (MIN.1 WITH WASHERS AT EACH END. 24 RIDGE BEAM BOLTING DETAIL C SEAL JOINT FOR ENTIRE LENGTH NOTES: AT FLOOR TO FLOOR CONNECTION DECKING WITH EXTERIOR GRADE CAULKING 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE QpOFESSIOOR WATER UAL ORAITTIIION T AIR MANUFACTURER. Q��SOSEP//�FyCi1 AN INFIILLTTO AND FLOOR 2. AS AN ALTERNATE TO ROOFING NAILS, 1"xt"x16 GA. STAPLES11 9�PQ j�OF�y MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES AND RIDGE SHINGLES. N0. C7 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC. A-307 OR EQUAL. Exp. 3-31"2004 4. FOR ELECTRICAL GROUNDING BETWEEN SECTIONS, USE STAR .— WASHERS AT BOTH ENDS OF THE 1/2" BOLT ON AT LEAST CIVIL (TfOFCALIFO�N\� ONE OF THE BOLTS BETWEEN EACH CONNECTED SECTION. BOLTS THROUGH OUTRIGGERS MATING ANGLES AT 5. LAG SCREWS OR BOLTS IN A CLUSTER PATTERN MAY ALTERNATE: ENDS OF OUTRIGGERS SPACED UP TO 6" O/C PROVIDED THAT 2" O/C TO 4" O/C DRAWING ROOF jos FOR ALTERNATE FLOOR GONNECTI W/ WASHERS. (SEE AVERAGE SPACING IS MAINTAINED THROUGHOUT THE CLUSTER. •SET_1P INSTRUCTIONS* 20 PSF 60 PSF USING LAG SCREW6 SEE DETAIL NOTE •4 AT RIGHT) FLOOR AND ROOF CLOSE-UP DETAILS 30 PSF 140 80 PSF 8-t2 p 2 DRAWNBy D. HOLT GATE 12-20-54 S-10 FLOOR CONNECTION D 7/16' APA RATED 24/16 SHEATHING (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES SHIPPED LOOSE, INSTALLED WITH LONG STANDARD TAG APPROVED EQUAL FIELD FIELD INSTALLED W/ (2) DIMENSION PERPENDICULAR TO BLOCKING 'B' UNIT 'C' UNIT INSTALLED, EXTENDING 6" 12 GA. x 1 1/4" ROOFING W/ 6d NAILS O 6" 0/C MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE FIELD BOLTING QUANTITIES PER -10 OF UNIT CENTERLINE LAST COURSE OF SHINGLES FIELD INSTALLED W/ (4) 12 ROOF SHEATHING 2 x BLOCKING GA. X 1 1/4" ROOFING GABLE TRUSS (FACTORY INSTALLED) NAILS AT EACH SHINGLE FACTORY INSTALLED SHINGLES s 1-1/2" MAX (2) LAYERS 15f FEL AFTER RIDGE BEAM OR APPROVED EQUAL BOLTING, ATTACH 3/8"x TYPICAL TAG UNIT TRUSSES FACTORY INSTALLED 12" (MIN) PLYWOOD AT 16" OR 24" O/C CLOSURE STRIP WITH 8d NAILS AT 6" 0/ 6d NAILS AT 6" 0/C TO TAG UNIT MATING WALL 2x3 RAFTER RAIL AND (2) 2x3 RAFTER RAILS (2) 6d NAILS TO EACH RAFTER. RIDGE BEAM TYPICAL ROOF TRUSS 1t2" DIA BOLTS W/ WASHERS 2 MIN. FROM TOP OF RIDGE BEAM OR 3/8" LAG SCREWS. FOR SPACING AND BOLT CLUSTERS REQUIRED OVER SUPPORT POSTS SEE 5-10 12 12 RIDGE CLOSE — UP DETAIL — 412 ROOF A SECTION — TRANSITION FROM 'B" TO 'C' 1B STANDARD TAG NOTE 7/16" APA RATED 24/16 SHEATHING 'B' UNIT 'C' UNIT SHIPPED LOOSE, INSTALLED WITH LONG 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE DIMENSION PERPENDICULAR TO MATING MANUFACTURER. LINE W/ 6d NAILS O 6" O/C FACTORY INSTALLED 2. AS AN ALTERNATE TO ROOFING NAILS. 1'x1'x16 GA. STAPLES TEMPORARY WEATHER MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES PROOFING MTL FOR AND RIDGE SHINGLES. PROTECTION DURING 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC. TRANSIT & STORAGE A-307 OR EQUAL. 1-1/2 MAX VVLOFESSI I0 E P yk Fy�i NO. 077 Exp. 3(((-31-200/((( CIVIL sI4TfOF CALIFO�� oeAwwcR •SET—UP INSTRUCTIONS' 20 PSF 6 80 PSF ROOF 80 PSF CLOSE—UP DETAILS 40 PSF DRAWN By D. HOLT DATE 3-29-96 REvwD By T. MCGUIRE DATE 2-2-00 S-11 12 'B' ALTERNATE CLOSE-UP DETAIL (TYPICAL TO DETAIL EXCEPT AS NOTED) IC MARRIAGE LINE GENERAL NOTES FLOOR DECKING 1. THESE INSTRUCTIONS SHALL BE FOLLOWED FOR FLOOR 2 x 6 RIM JOIST CONNECTION AND ELECTRICAL GROUNDING ACROSS MATING LINES WHEN CHASSIS MATING ANGLES ARE NOT FACTORY INSTALLED. FLOOR SEALER TO PREVENT INFILTRATION 2. WHERE MATING ANGLES ARE INSTALLED ON ANY TWO OUTRIGGERS THAT ARE ALIGNED ACROSS CENTERLINE, IT IS PERMISSABLE TO GROUND THE CHASSIS IN ACCORDANCE WITH 'SHEET S-10' DETAIL "D" AND 'SHEET S-10, GENERAL NOTE NO. 4'. a 50TTOM BOARD - PATCH W/ VINYL TAPE AT LAG SCREWS 3/8" x 5" MIN. LAG SCREWS A 16"O/C (ALTERNATE SIDES AS 5HOWN) TYPICAL OUTRIGGER (MATING ANGLES NOT REQUIRED) 4 FLOOR CONNECTION REQUIRED AT EACH MATING LINE A MARRIAGE LINE FLOOR DECKING 2 z 6 RIM JOIST S��PQI SOSEPH16 46 O 9 N0. C042077 I Exp 0 CIVIL If OF CALIFD�N\� SOLDERLESS LUG I 08 15ARE COPPER WIRE FOR ALTERNATE GROUNDING CONNECTION, SEE GENERAL- NOTE 0 2. DBAWwc ALTERNATE FLOOR CONNECTION ROOF LOADS 20 PSF 30 PSF TYPICAL OUTRIGGER 4 DRAWN BY G IBUE DATE 3-28-96 S-12 GROUND CONNECTION REQUIRED AT EACH MATING LINE IB FACTORY F FACTORY FLOOR NOTE INSTALLED I INSTALLEDNO OPTIONAL QUICK TOOLS SHALL BE USED ON THE QUICK WATER LINES FLOOR WATER LINES FLOOR DISCONNECT I DISCONNECT DEVICE. gig o DEVICE MATING MATING JOINT JOINT (SUPPLY) t_ SHUTOFF GAS CONNECTOR WATER CROSSOVER FLEX SUPPLIED BY FLEXIBLE PLASTIC WATER CONNECTOR SUPPLIED BY VALVE, MANUFACTURER PIPING CONNECTED DIRECTLY THE MANUFACTURER (MUST NOT REQUIRED THROUGH SWIVEL CONNECTOR BE LISTED FOR EXTERIOR WHEN QUICK REMOVE DUST AND COUPLING USE) DISCONNECT CAPS BEFORE 6 6 IS USED CONNECTING 6 WATER LINE CROSSOVER A ALTERNATE WATER LINE CROSSOVER B GAS LINE CROSSOVER I C COUPLING WITH NOTE: NOTE: DRAIN LINE TUB OR TUB/SHOWER ADJUSTABLE DRAIN LINE TEST TO BE TEST TO BE CONDUCTED SCREW CLAMP FLOOR CONDUCTED AFTER ASSEMBLY AFTER ASSEMBLY. STRAINER AND ALTERNATE: PER NOTE • 6 BELOW. SWIVEL ADAPTER ABS COUPLING W/ I COLORS INTERIOR PARTITION APPROVED SOLVENT MUST MATCH COUPLING WITH ADJUSTABLE SCREW CLAMPS FLOOR STUBBED ADJUST FALL TO 1/4" PER FOOT I�z" VENT LINE MIN. (1/8" PER FOOT IF THERE IS 77 A CLEANOUT AT UPPER END OF LOOSE SECTION) DRAIN SECTION OUTLET (ONE ONLY) SANITARY TEE I COUPLING WITH ADJUSTABLE 1�7" OR 2" PIPE I I VED I I I COUPP�NGS SCREW CLAMPS TO MAIN DRAIN I1i7" PIPE STUBBED LINE COLORS MUST MATCH LOOSE DRAIN SECTION DRAIN LINE 'P'- TRAP THE P-TRAP COVER W/ INSULATION W/ UNION SEE "NOTES FOR DETACHED DRAIN ASSEMBLY" BELOW 8 6 SHALL BE SHIPPED LOOSE 8 DRAIN LINE CROSSOVER D TYPICAL DETACHED DRAIN ASSEMBLY E FIELD INSTALLED 'P - TRAP' IF NOTES FOR DETACHED DRAIN ASSEMBLY - DETAIL "E" FACTORY INSTALLED 1. ABS PLASTIC PIPE FITTINGS AND JOINTS: USE SOLVENT 5. SUPPORT DRAIN LINEIS) BY FACTORY INSTALLED PLUMBERS TAPE 1/2" MIN CPVC CEMENT SPECIFICALLY MANUFACTURED FOR USE IN ABS OR PLASTIC STRAPS AT 48" O/C MAX. WRAP LOOSE END OF PIPE 8 ELBOWS PLASTIC PIPE CONNECTIONS. APPLY IN ACCORDANCE WITH STRAP AROUND PIPE AND NAIL TO FLOOR JOIST OR FASTEN TO EACH SIDE OF MANUFACTURERS INSTRUCTIONS. SOLVENT SHALL COMPLY CHASSIS WITH SELF-TAPPING SCREW. ASSURE PROPER SLOPE MATING LINE. WITH ASTM D 2235-81 OR NSF-14-1985. (FALL) TOWARD OUTLET OF 1/4" PER FOOT MIN. OR 1/8" MIN. PER FOOT WHERE FACTORY INSTALLED CLEANOUT IS 2. ALL JOINTS AND CONNECTIONS SHALL BE CORRECTLY PROVIDED AT UPPER END OF DRAIN LINE. ASSEMBLED FOR TIGHTNESS. PLASTIC PIPE SHALL BE INSERTED TO THE FULL DEPTH OF THE SOCKETS OF 6. PERFORM DRAIN LINE "FLOOD LEVEL TEST" AFTER ASSEMBLY SHIP LOOSE, SITE INSTALLED CPVC EACH FITTING. ACCORDING TO THE FOLLOWING PROCEDURE: CROSSOVER PIPE WITH 2 ELBOWS, THE MANUFACTURED HOME SHALL BE IN A LEVEL POSITION, ALL SIZED TO MATCH FACTORY PIPE SIZES. 3. THE DRAIN OUTLET MUST BE PROVIDED WITH A MINIMUM FIXTURES SHALL BE CONNECTED, AND THE ENTIRE SYSTEM PIPE SHALL BE INSERTED TO FULL DEPTH CLEARANCE OF 3" IN ANY DIRECTION FROM ALL PARTS OF SHALL BE FILLED WITH WATER TO THE RIM OF THE TOILET OF EACH FITTING. USE SOLVENT CEMENT THE STRUCTURE OR APPURTENANCES AND WITH NOT LESS BOWL. (TUB 6 SHOWER DRAINS SHALL BE PLUGGED). AFTER ALL APPROVED FOR CPVC FITTINGS. THAN 18" UNRESTRICTED CLEARANCE DIRECTLY IN FRONT TRAPPED AIR HAS BEEN RELEASED. THE TEST SHALL BE ALT. WATER CROSSOVER -CPVC G OF THE DRAIN OUTLET. SUSTAINED FOR NOT LESS THAN 15 MINUTES WITHOUT EVIDENCE DRAWING OF LEAKS. THEN THE SYSTEM SHALL BE UNPLUGGED AND 4. CLEANOUTS SHALL BE ACCESSIBLE THROUGH AN EMPTIED. THE WASTE PIPING ABOVE THE LEVEL OF THE TOILET 'SET-UP INSTRUCTIONS" UNOBSTRUCTED MINIMUM CLEARANCE OF 12" DIRECTLY IN BOWL SHALL THEN BE TESTED AND SHOW NO INDICATION OF PLUMBING FRONT OF THE OPENING. LEAKAGE WHEN THE HIGH FIXTURES ARE FILLED WITH WATER 8 EMPTIED SIMULTANIOUSLY TO OBTAIN THE MAXIMUM POSSIBLE DRAWN BY DATE REVISED FLOW IN THE DRAIN PIPING. D. HOLT 12-15-94 I I-20-9B S-j3 tl TYPICAL GROMMET FLOOR INSULATION (FACT. INSTALLED CONNECTION FURNACE TYP. 4" x 10" ADJUSTABLE REGISTER (FACTORY INSTALLED) TYP. 10" OR 12" COLLAR FACTORY INSTALLED OPTIONAL FLEX DUCT FOR TAG UNIT r 111111_ _ _ _ FIELD INSTALLED 10111101 WHERE REQUIRED LMIXING BOX PER DET. 4" MIN. GROUND CLEARANCE (FIELD INSTALLED)5-14 (ALT: CROSSOVER DUCT 10"41 OR 12"0 FLEX DUCT MAY REST ON CONT. P.T. OR ALTERNATE: SNIPPED L005E AND FIELD FOUNDATION REDWOOD) AIR SUPPLY PER DET. INSTALLED (R-4 MIN-, TYP.) (FIELD INSTALLED) 5.14 I6 FLEX HEAT DUCT CROSSOVER - DOWNFLOW FURNACE JA STANDARD HEAT DUCT .016 MIN. GALV. OR ALUM. FACTORY INSTALLED MIXING BOX INSULATED W/ R-4 MIN. FLOOR NLY HEAT REGISTER - NE ONLY— FACTORY FACTORY INSTALLED FURNACE ATTACH FLEX DUCTS TO DUCT MATERIAL (2) 10"0 OR 12"4- COLLARS SEALED FACTORY INSTALLE (ONE EACH SIDE) Wl TYP. COMBUSTION � COLLARS. ATTACH OTHER OR ELECTRIC END OF FLEX DUCT TO TYP. HEAT DUCT PER FACTORY 5.14 INSTALLEDIF 12 14"m COLLAR FOR 6"m COLLAR MIXING BOX DETAIL D CROSSOVER DUCT FACTORYINSTALLED 14"m FLEX DUCTSHIPPED REVISIONS No REVISED BY DATE LOOSE AND 7—, FIELD INSTALLED. (TO BE SUPPORTED FROM EVERY GROM- M DUCT MET W/ BAILEY WIRE) LISTED MIN. R-4 LIS ED SHIPPED LOOSE, 14" x 10" x 10" OR14" x x FIELD INSTALLED 'Y' GALVINIZED A INSULATED W/ R-4 MIN. SHIPPED L005E AND FIELD INSTALLED. 10"0 OR 12"0 FLEX DUCT SHIPPED LOOSE AND FIELD INSTALLED. DRAWWG "SET-UP INSTRUCTIONS" MECHANICAL DRAWN BY D. HOLT OAtE 12 -20 -ea J l4 S-1 I ALTERNATE AIR SUPPLY METHOD B OPTION REMOTE REGISTER C TO CIRCUITS TO N CIRCUITS G JUN( BO) JUNCTION BOX P P N N G G P CROSSOVER FOR ONE CIRCUIT P P N G CROSSOVER FOR TWO CIRCUITS ELECTRICAL AND WIRING DIAGRAMS FOR CROSSOVER P'1 II II I I II II LISTED COMBINATION I I METERBA5E DISTRIBUTION I l PANEL, JA002 OW OR APPROVED EQUAL SERVICE ENTRANCE 'CONDUCTORS - SIZE PER LOCAL CODES GROUND / NEUTRAL BAR UNDERGROUND CONDUIT TO BE RIGID STEEL OR OTHERWISE CONFORM TO LOCAL CODES AND REQUIREMENTS FIELD INSTALLED GROUNDING ELECTRODE CONDUCTOR FROM SERVICE EQUIPMENT TO GROUNDING ELECTRODE SYSTEM. WIRE SIZE PER THE FOLLOWING: SERVICE: 100 AMP - • 6 COPPER 125 AMP - • 4 COPPER 150 AMP - • 4 COPPER 200 AMP - • 4 COPPER ELECTRICAL MAIN PANEL CONNECTIONS MAIN HOT WIRES GROUND WIRE JUNCT ION BOX WITH METAL COVER PLATE FACTORY INSTALLED FLEX CONNECTOR, LOCK NUT AND — PLASTIC BUSHING 8 FLOOR FLEX ELECTRICAL CONDUIT WIRED AND SPLICED PER DIA- SPLICE CONNECTORS REQUIRED FOR 100 AMP SERVICE AND GRAMS AT LEFT. b LARGER FOR 50 AMP SERVICE, A PLUG-IN CORD IS PROVIDED A ELECTRICAL FEEDER ASSEMBLY GENERAL NOTES: 1. WARNING: DO NOT PROVIDE ELECTRICAL POWER UNTIL THE GROUNDING ELECTRODE SYSTEM IS INSTALLED 8 CONNECTED. 2. ONE APPROVED GROUNDING ELECTRODE SYSTEM IS AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE, LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH. CONSISTING OF AT LEAST 20 FEET OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICALLY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2" DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN NUMBER 4 OR OTHER APPROVED GROUNDING SYSTEMS PER 250.81 AND 250-83 OF THE NEC. 3. MAIN PANEL WITH METER BOX SHALL NOT BE INSTALLED ON HOMES WITH METAL SIDING. JUNCTION BOX TO DISTRIBUTION PANEL I I SPLICES TOBE MADE W/ APPROVED CONNECTORS. FLEX ELECTRICAL CONDUIT TO PARK PANEL BOX. MAIN PANEL ASSEMBLY MAIN PANEL TAL IC ?ACEWAY R CONNECTING CONDUIT FROM METER BASE TO BE INSTALLED ON SITE REVISIONS REVISED BY M. EZZO DRAWING *SET-UP INSTRUCTIONS' ELECTRICAL 8 DRAWN BY DATE 1 S-5 D D. HOLT 12-16-94 l C—PAC TOR I INSTALLED HARDBOARD OR PLYWOOD SIDING I I FIELD INSTALL FIELD INSTALLED I• FIELD INSTALL I 12" LENGTH OF WOOD BATTEN WITH I MINIMUM 2° I LAP SIDING 8d NAILS AT 12 O/C WIDE BATTEN OVERS INTER- CUT FROM SAME I LOCKING WITH CAULK OR SEAL AT MATERIAL AS HORIZONTAL I SIDING UNDER- EDGES (TYPICAL) FACTORY I' SIDING. ATTACH LAP SIDING I NEATH. INSTALLED I WITH bd NAILS (FACTORY FACTORY INSTALLED HARDBOARD AT b" O/C EACH L INSTALLED) I HARDBOARD OR OR PLYWOOD SIDING SIDE OF G. b" 6" PLYWOOD SIDING 12 MIN. MIN. 12 8 ENDWALL CLOSE-UP DETAIL - HARDBOARD JAI ENDWALL CLOSE -JP DETAIL - LAP SDNG 18 INSIDE CORNER CLOSE-UP Ic NOTES: RIDGE BEAM 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE TYPICAL (WITHOUT NOTCH EXPOSED TO WEATHER SHALL BE ZINC COATED BY ASSES HOT -DIP GALVANIZED ZINC, MECHANICALLY DEPOSITED FOR OVERHANG) ZINC OR ELECTRODE POSITED ZINC. FASTENERS MANU- FASGIA FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER FIELD APLIE( NON-FERROUS ALLOYS EXPOSED TO THE WEATHER DO NOT REQUIRE PROTECTIVE COATINGS. PER DETAIL S k' 2. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE 2X6 OUTLOOKERS MANUFACTURER. ENDWALL EXTENDED 32" MIN BELOW IN FROM ENDWALL. — — — — — (FACTORY INSTALLED) FASCIA--� O i FACTORY INSTALLED 9" 9" FACTORY INSTALLED OUTLOOKER SPACING mAX MAX OUTLOOKER SPACING Ib FASCIA SPLICE AT RDGE D Wxl" SPLICE BLOCK pROFESSION D TO TO�QQ� DOSE Py jy�yF FIELD ASCIA WITH (4E bd \S1D �9 NAILS MIN. EACH 4Q lO SIDE OF SPLICE NO. Exp. 9.3}2004 CIVIL SIATfOF CALIF 2x8 FASCIA OR DRAWING Ix4 RAFTER RAIL SET-UP WSTRUCTIONS' (UNDER HARDBOARD WALL & ROOF CLOSE-UP DETAILS FASCIA) b DRAWN BY DATE S-16 7 ENDWALL FASCIA SPLICE AT RIDGE E D. HOLT I2-21-54 EXTERIOR WALL FRAMING TYPICAL WALL FACTORY INSTALLED! r = = n = _ FRAMING W/ STUDS BELT RAIL HARDBOARD SIDING TYPICAL TOP PLATE.- 'III II OPENING M AT I6" O/C WALL FOR FIELD �- CAULKING TYP. STUDS AT I I I I INSTALLATION I6" O/C I I II OF ELECTRICAL 1 , FIELD INSTALLED I II II METER BASE, ETC REMOVE FACTORY HARDBOARD BATT ENTIRE VOID AREAS TO I BE FILLED W/ MIN. R-19 ... I II II I I INSTALLED POLY- ETHYLENE SHEATHING "Z" OR "H" FLASHING INSULATION. I I II II II II O I II II FIELD INSTALLED 5-h )_ HARDBOARD SIDING W/ I II II bd CORROSIVE RE- _ ENTIRE OPENING SHALL II II 9 CAULKING FLOOR JOISTS SISTANT NAILS AT b" O/C BE COVERED W/ POLY- EDGES AND FIELD. ETHYLENE SHEATHING II II �' FIELD INSTALLED HARDBOARD I DURING TRANSIT AND II II SIDING W/ bd CORROSIVE I�--- FIELD INSTALLED h I REMOVED PRIOR TO II I I _ - u _ _FIELD RESISTANT NAILS At 6" O/C INSTALL SKIRTING (MAY BE � ATTACHMENT OF TYP. BOTTOM EDGES AND FIELD. HHARDBOARD ONE PIECE) HARDBOARD. PLATE BATTS 8 24 8 WALL CLOSE - UP A WALL OPENING JB D E T A I L 1C TYR STUDS TYP. TOP PLATE AT 16" O/C -rr- m __-n-4 FACTORY INSTALLED EXTERIOR SIDING EXTERIOR NOTE II III —11— TYP. BLOCKING AT ALL 6-I6 ENDWALL 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE II III II III II GYPSUM BOARD JOINTS II TYP' STUDS GLOBE -UP EXPOSED TO WEATHER SHALL BE ZINC COATED BY _ II =y11 - II FIELD INSTALL SAW GYP. AT Ib" O/C HOT -DIP GALVANIZED ZINC, MECHANICALLY DEPOSITED ZINC OR ELECTRODEPOSITED' ZINC. FASTENERS MANU- L I III II III II BD. W/ CONT. BEAD OF _ i� FACTORED FROM ALUMINUM ALLOY WIRE OR OTHER II III P.VA GLUE AT ALL FRAM- 11 / 1 NON-FERROUS ALLOYS EXPOSED TO THE WEATHER DO II I II ING MEMBERS 4 ATTACH I 1 NOT REQUIRE PROTECTIVE COATINGS. 9 II W/ 3/16"xl"x19 GA. STAPLES II AT 6 O/C EDGES 4 FIELD 2. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE O I S -n II AND NOT LESS THAN 1/4" MANUFACTURER. I I III 11 FROM SIDES 4 ENDS Q@ �p II III II 1/2" GYP. BD. W/ % x 11/4" 2 II III II SCREWS OR 5d COOLER II III 11 NAILS OR X98 0 SHANK x FIELD INSTALL GYPSUM FACTORY INSTALLED II III II 1%" LONG x 19/64" HEAD BOARD (MATCH EXISTING) GYPSUM BOARD II III II RING SHANK NAILS AT PER TAIL� LL -- - _ IW - - _ _ _ 1i_ 1" O/C EDC AND FIELD (AT LEFT) AND NOT LESS THAN 3/8" TYP. BOTTOM PLATE FROM EDGES 4. ENDS. 24 8 WTERIOR ENDWALL CLOSE - UP D D E T A I L E SOS Pyr Fy�� FZOyF�9 � N0. CO 6cp. CIVIL AjEOF CAUFO� auWING "SET-UP INSTRUCTIONS WALL CLOSE -JP DETA9-S DRAWN BY DATE D. HOLT 12-22-94 S-17 FLAT OUTLOOKERS 7/16 0.5.8. 2 x 6 OUTLOOKER 1 x 3 R.S. SCREEN (FACTORY INSTALLED) 2 x 6 R.S. (FACTORY INSTALLED) MAIN UNIT a, � STEP FLASHING (5" HIGH) 7/16 O.S.B l x 3 R.S. fig\ FLAT OUTLOOKERS PROOF CONNECTION PER � �J i 2 x 6 OUTLOOKER (FACTORY INSTALLED) � � OORMER TRUSS � W/ VERTICAL � SCREEN � WEBS O i 6" O.C. �T-WALL CONNECTION PER f -i} �/ / s °' r4 � V MAIN UNIT �i TRUSSES OVER TAG UNIT � MAIN UNIT TAG UNIT `�`-FLOOR CONNECTION PER �FACTORI'S� SET-UP MANUAL 5-10 MARRIAGE WALL INSTALLED) STEP FLASHING (5" HIGH) NTS 2:1 TRIPLE WIDE SECTION VEW A ROOF CONNECTION B ROOF CONNECTION - DETAL C NOTES: TOESCREW /j10x4" SCREWS AT 24"O.C. PyFFyc�y \S.`<cQ���Os I�OF�9 Q`� AQP N0. COg�071 2 x 6 FLAT * �/) MAIN UNIT TAG UNIT SIDEWALL Exp. J -91.200A EXTERIOR WALL CIVIL sTgTE OF CAUEO��\P MARRIAGE (2) 2 x 4'S SIMPSON A -35'S W/ 12 uErts�oxs WALL STUD 8D x 1 1 /2" NAILS xo. aEvSED er DATE INSTALLED ON SITE TO _ _ TOP AND MIDDLE Of TAG SIDEWALL TO MAIN UNIT SIDEWALL INTERSECTION. TAG ENDWALL ST DSO 16" C. onAWNG TR�LE WEE (TACrU sooF ioAos INTERCONNECTION DETAILS 20 30,40 60,0 PS 2:1 s 2:1 DRAWN Br RAJ oAT�2/18/98 S-18 ALL CONNECTION D ALT. WALL CONNECTION E ofuwNo TAG UW DECK RALNO ROOF Taos .. WTAL I ALL DRAWN BY MWd are 3/17/99 TIEDOWN SYSTEM GENERAL NOTES: FLOORBUCKLES 1. THE TIEDOWN SYSTEM SHOWN CONSISTING OF STEEL STRAPS, AND GROUND ANCHORS IS ONE ACCEPTABLE METHOD / CRAMS ANCHORAGE. ALTERNATES TO THESE METHODS. MATERIALS, APPROVED TIE -DOM STRIP, WRAPPED MAN SAM SPACINGS, ETC... MAY BE USED PROVIDED THEY MEET THE LOAD SPACINGS, CAPACITY REQUIREMENTS SPECIFIED IN NOTE 2 BELOW AND ARE AROUND MAN BEAM AM ATTARAP LISTED AND CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCH - TO BUNDLE AND O ANCHOR LEAD ITECT AND APPROVED BY THE LOCAL ENFORCEMENT AGENCY. PER DETAIL620 5-20 8-20 2. ALL GROUND ANCHORS, STEEL STRAPS, AND CONNECTIONS SHAL CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD OF LEAST � ER �pm E BE AT 3150 LBS. PLUS A 50% OVERLOAD 14725 LBS.) WITHOUT 5 20 FAILURE. ALL ANCHORING EQUIPMENT SHALL BE CERTIFIED BY A DRAWIN. Es _ems• PROFESSIONAL ENGINEER OR ARCHITECT AS TO ITS CAPACITY S S TO RESIST THE FORCES SPECIFIED BASED ON ANGLE OF INSTAL - 0 I LATION AND SOIL TYPE IN ACCORDANCE WITH ASTM D3953-91, APPROVED STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL 8 SEALS. GROUND� SOIL TYPE AT HOME LOCATION SHALL MEET OR EXCEED THE ANCHOR ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS. EMBED ANC44OR PER GENERAL NOTE 0 6. 3. HORIZONTAL WIND PRESSURE = 15 PSF. is 4. NO PORTION OF THE TIE -DOWN EXTENDING BEYOND THE TIE - DOWN D E T A I L A VERTICAL PLANE OF AN EXTERIOR WALL OF THE HOME SHALL BE ABOVE THE GROUND. I 5. ALL ANCHORING EQUIPT. EXPOSED TO WEATHER SHALL HAVE A WEAVE SUFFICIENT LENGTH OF TIE -DOWN STRAP THROUGH �9 �� /A. TOP q SLOT OF RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUAL TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS TOP SLOT OF DUCKlE THEN DOWN THROUGH THE BOTTOM A �- ALL SLOT OF BUCKLE, THEN BACK UP THTd7IK�H THE TOP 1m • - - BUCKLE, BUNDLE THAN 0.30 OUNCES PER SO. FOOT OF SURFACE COATED. SLOT OF TIE BUNDLE FOR A SECCND TIME AS � SEE DETAIL PER STEEL STRAPPING SHALL BE AT LEAST 1 1/4' WIDE x .035' THIC TYPE 1, FINISH B, GRADE 1 STEEL, 8 CERT. BY A PROFESSIONAL SHOWNNF13REB-L 10 h 5-20 8 20 ENGINEER OR ARCHITECT AS CONFORMING TO ASTM D3953-91 6N WRAP THE TIE -DOWN STRAP ARMND THE MAN BEAM I�c`$ MAN BOTTOM 6. GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, EMBEDDED BELOW FROST LINE, AND AT LEAST 12' ABOVE THEN THROUGH THE TOP SLOT OF TIE BUCKLE FOR TIE THIRD TIME A9 SNOIW N FK+Uf.E B 2 TINBN BEAM SLOT OF ^y THE WATER TABLE. STABILIZER PLATES SHOULD BE INSTALLED EXTEND TIE TIE -DOWN STRAP DOWN TO THE oo BUCKLE ANNNOR READ AND CONNECT PER DETAIL B BUCKLE TO PROVIDE ADDED RESISTANCE. 7. IN LIEU OF THE TIE -DOWN SYSTEM HEREIN, GOLDEN WEST HOMES 5 20 WILL ALLOW INSTALLATION OF ANY HOME ON A PERMANENT FOUNDATION SYSTEM OR OTHER APPROVED TIE -DOWN OR GNOR S 77�raT>~ I ALTERNATIVE SYSTEM THAT MEETS THE DESIGN LIVE LOAD IT IS IMPORTANT TO REMOVE ALL BLACK FROM REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY, THE LOAD THE SYSTEM AROUND THE MAN BEAM ASSEMBLY 1 PROTECT STRAPS AGAINST SHARP CORERS OF I -BEAM, o CAPACITY REQUIREMENTS IN NOTE 2 ABOVE, AND IS SIGNED BY A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM CUT A PIECE OF STRAPPWj TO WRAP ARCND THE I -BEAM BEFORE THE TIEDAIN STRAP IS WRAPPED WaOIIrD THE BEAK USED MUST BE COMPATIBLE WITH THE GOLDEN WEST HOMES USED FLOOR CONSTRUCTION. TIE - DOWN S T R A P TO M A I N B E A M D E T A I L 1B QppFESS10 @Qa'� coos �o�Si NO. O INSERT TIE TENSION BOLT N10 115E A 6/I8' 80dCET OR OPEN END TO HOLD BOLT UNDER TENSION WHILE Rf.P081TI0NNG ONCE FULLY TENSIONED, ALIGN THE ANCHOR HEAD AND ATTACH WRENCH TO MAKE AT LEAST FOUR THE SAW SOCKET OR WRENCIN, PLACE AN OPEN END T1E SQIARE NECK OF THE BOLT CIVIL � THE Wt LOOSELY. THEN INSERT COMPLETE TURNS ON BOLT UNTIL WRENCH ON THE 5I8' 6QLY2E SHOULDER OF THE BOLT. WITH SQIARiE HOLE N ANCHOR �4If OF CAUFO THE STRAP NTO THE SLOTTED STRAP 15 TUAT. THEN REPOSITION THE ISM' SOCKET OR WHICH TO HEAD AND TWTE►N THE HEX NUT. DRAwncRoot LOADS SHANK OF TIE TENSION BOLT FACILITATE TIE FINAL TENSIONING. THIS WILL DRAW THE TWO TO- 20 20 PSF AS BRNOWK AFTER STRAP IS GETTER AND LOCK TIE SYSTEM INSERTED TRNROIY.*N THE SLOT INTO ITS FNAL POSITION. DE ALSDOW 30 PSF 40 PSF 160 PSF 80 SF BEND IT UP AT 90'. DRAWN Br: D. HOLT DATE: 5-23-W I.—d S-20 e T I E - D O W N S T R A P T 0 GROUND ANCHOR D E T A I L C Br: TM DATE: II -25-99 LONGITUDINAL TIE DOWN BRACKET IS INSTALLED IN PLANT. ALT BRACKET MAY BE INSTALLED ON SITE PROVIDED THAT THE CAPACITY IS RATED FOR 3150 LBS WORKING LOAD AND INSTALLED PER BRACKET MANUFACTURE'S ENDWALL INSTRUCTIONS. FLOOR i. I -BEAM INSTALL ONE ( / APPROVED TIE- DOWN STRAP AT EACH END OF H EACH FLOOR SECTION 45 DE MAX o W APPROVED ANCHOR WITH ANCHOR TO BE IN LINE WITH STRAP SINGLE TENSIONING HEAD UNLESS APPROVED STABILIZER PLATE OR COLLAR IS INSTALLED FOR 45' MAX. ANGLE. 'W' MUST BE GREATER OR EQUAL TO 'H'. NSTALLATION OF .LONGITUDINAL TIE DOWNS USE (1) LONGITUDINAL + TIE DOWN AT EACH END OF EACH SECTION PLAN VIEW A SECTION B SECTION I C SECTION_ I - L 9 A I B G 1 A — I rl-i r+- r}i rl� 6- 1+4 MAX 'A' 'B' 'G' 13'-6" a -I -ti --ti -' i SNGLE WIDE DOUBLE OR TRFLE WIDE LONGITUDNAL TIE DOWN REQUIREMENTS QQFESS10pq� MAIN I–BEAM F BRACKET IS 11go. STEEL MIN. S`��OSEPy3. FZ�%yFF9 N0. 1 1/2' 0042077! Exp. 3114004 FULL WIDTH WELDS 1/8- OR S,j CIVIL qTf THICKNESS OF BRACKET (MIN). OF CAIIFOR� LONGITUDINAL TIEDOWN & 3 1 2" - STRAP 0 11 BRACKET DETAIL 1. NOTES: LONGITUDINAL REFER TO NOTES ON PAGE S-20 FOR STRAPPING AND . ANCHORING SPECS. TIEDOWN REQUIREMENTS DRAWN BY: TM WIND ZONES _ DATE: 11/25/99 10* REV: S-21 PULL BACK FACTORY INSTALLED FELT - TO EXPOSE ACCESS FOR RIDGE BEAM BOLTING. WHEN FINISHED INSTALL 30 GA. GALV. METAL OR PLYWOOD ACCESS STRIP OVER HOLES. ROLL FELT BACK TO RIDGE JOINT AND ATTACH WITH SCAPLES OR NAILS. FACTORY INSTALLED SHINGLES (2) LAYERS FELT, FIELD INSTALLED AND EXTENDING b" OVER RIDGE N0. C0 . EAa CIVIL OFOAIIFA� DRAWING ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE DRAWN By D. HOLT DATE 12-21-94 S-30 INSTALL SHINGLES UP TO INSTALL RIDGE RIDGE WITH RIDGE BEOVER R l2) LAYERS FELT, FIELD R SHINGLE OR NAILS PER SHINGLE H INSTALLED OVER AND (l) STAPLE OR EXTENDING b" MNIMUM NAIL ON EA SIDE EACH SIDE OF RIDGE BEAM AS SHOWN - F FACTORY INSTALLED -,-- NOTE: FOR FASTENING SHINGLES USE S• B f VALLEY ROLL ROOFING f , ---, 11/4"x12 GA GALV. ROOFING NAILS OR I"xl"xlb GA STAPLES S ,6 FIELD INSTALL RIDGE SHINGLES MATI►V I^IkIT CAI-= AQ ' N0. C0 . EAa CIVIL OFOAIIFA� DRAWING ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE DRAWN By D. HOLT DATE 12-21-94 S-30 OVER JOINT'-�-�\ - - - F FACTORY INSTALLED VALLEY ROLL ROOFING `r Sees ALL EXPOSED EDGES ' ' 7}A'3i4 i OF SHINGLES TO BE �� ► 1 % FIRMLY EMBEDDED 11 1 CEMENTTIG ASPHALT FULL BACK FACTORY INSTALLED FELT 36" WIDE, 90' ROLL ROOFING UNDERLAYMENT TO EXPOSE FIELD INSTALLED OVER VALLEY, (4) STAPLES OR ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE BOLTING. WHEN FINISHED INSTALLED ROLL ROOFING 12" AS SHOWN INSTALL 30 GA GALV. METAL OR PLYWOOD ACCESS STRIP OVER AND FULLY CEMENTED AT LAP. INTERWEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, JOINT AND ATTACH WITH O FACTORY INSTALLED FELT b" STARTING AT BOTTOM AND WORKING TO L2❑ STAPLES OR NAILS. AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE - UP DETAILS / TAG WITH STANDARD GABLE JAI N0. C0 . EAa CIVIL OFOAIIFA� DRAWING ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE DRAWN By D. HOLT DATE 12-21-94 S-30 PULL BACK FACTORY INSTALLED FELT INSTALL SHINGLES UP TO INSTALL RIDGE TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAYERS FELT, FIELD RIDGE WITH (4) STAPLES OR NAILS PER SHINGLE SHINGLES OVER RIDGE BEAM WITH BOLTING. WHEN FINISHED INSTALL 30 GA INSTALLED OVER AND (1) STAPLE OR GALV. METAL OR PLYWOOD ACCESS EXTENDING b" MINIMUM NAIL ON EA SIDE STRIP OVER HOLES. ROLL FELT BACK EACH SIDE OF RIDGE BEAM AS SHOWN TO RIDGE JOINT AND ATTACH WITH STAPLES OR NAILS. INSTALLEDFELT FACTORY INSTALLED - NOTE: FOR FASTENING SHINGLES USE --`-� S" SHINGLES - 11/4"A2 GA GALV. ROOFING UNDERLAYMENT TO EXPOSE FIELD INSTALLED OVER VALLEY, NAILS OR I"A"x16 GA STAPLES WOVEN OVER THE VALLEY AS ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY (2) LAYERS FELT, FIELD SHOWN. ATTACH EACH SHINGLE BOLTING. WHEN FINISHED INSTALLED AND INSTALLED ROLL ROOFING 12" AS SHORN EXTENDING b" OVER RIDGE _ FIELD INSTALL RIDGE SHINGLES AND FULLY CEMENTED AT LAP. OVER MATING JOINT, SAME AS INSURING THAT NO NAIL IS WITH - PLYWOOD ACCESS STRIP OVER OVER RIDGE BEAM INTERWEAVE FIELD INSTALLED SHINGLES IN b" OF CENTER OF VALLEY FIELD INSTALLED FELT (2) LAYERS OF FELT, LAPPING FACTORY INSTALLED FELT b" TO MATCH FACTORY INSTALLED SHINGLES, STARTING AT BOTTOM AND WOWMG TO OVER JOINT STAPLES OR. NAILS. O s RIDGE AS SHOWN ROLL ROOFING ROOF CLOSE - UP DETAILS / ` JAI FACTORY INSTALLED VALLEY ROLL ROOFMG ` \ (BOTTOM 12" 70 BE LOO AND NOT NAILED DOWN) \ N0. 0017 —L -JI E* 3,312004 CIVIL OF CALIF4� DRAW"D ROOF CLOSE-UP APPLICATIONS ALTERNATE VALLEY MAWN BY D. HOLT DATE -28-94 S-31 � SQA \ . 3�4 � , �• . PULL SACK FACTORT INSTALLEDFELT 36" WIDE, 50' MIN. ROLL ROOFING SITE APPLIED SHINGLES UNDERLAYMENT TO EXPOSE FIELD INSTALLED OVER VALLEY, (4) STAPLES OR WOVEN OVER THE VALLEY AS ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE SHOWN. ATTACH EACH SHINGLE BOLTING. WHEN FINISHED INSTALLED ROLL ROOFING 12" AS SHORN WITH (4) STAPLES OR NAILS INSTALL 30 GA GALV. METAL OR AND FULLY CEMENTED AT LAP. INSURING THAT NO NAIL IS WITH - PLYWOOD ACCESS STRIP OVER INTERWEAVE FIELD INSTALLED SHINGLES IN b" OF CENTER OF VALLEY HOLES. ROLL FELT BACK TO JOINT AND ATTACH WITH (2) LAYERS OF FELT, LAPPING FACTORY INSTALLED FELT b" TO MATCH FACTORY INSTALLED SHINGLES, STARTING AT BOTTOM AND WOWMG TO 2❑ STAPLES OR. NAILS. O AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE - UP DETAILS / ALTERNATE VALLEY JAI N0. 0017 —L -JI E* 3,312004 CIVIL OF CALIF4� DRAW"D ROOF CLOSE-UP APPLICATIONS ALTERNATE VALLEY MAWN BY D. HOLT DATE -28-94 S-31 FULL BACK FACTORY LIFT FIRST COURSE OF THE INSTALLED FELT TO OF THEVENT FLASFACTORY REMAINDER COURSES - GA09 SHINGLE COUR EXPOSE ACCESS FOR INSTALLED SHINGLES R MI O METAL OR MINIMUM 5 SHALL BE LAID EAVE CONNECTIONS TO FACILITATE THE AND FELT OVER EAVE INSTALLATION OF ROOFING MATERIAL ORR OVER UPPER PORTION VENT FLASHING AND TYPICAL APPROVED THE VENT INTER -WEAVING ROOF JACK FLASHING FLANGE FACTORY MINIMUM WITH EAVE SHINGLES AS SHOWN INSTALLED PLYWOOD 16" SHINGLES SHEATHING M/n[ FIELD INSTALL FIELD � ASPHALT CEMENT MOULDED AROUND PIPE AT (2) LAYERS OF TYPE 15 FELT UNDERLAYMENT NOTES: FLASHING CONTACT SURFACE. - FASTEN SHINGLES W/ 144"x 12 GA. FULLY CEMENTED BETWEEN (ALT: RUBBER GASKET) GALV ROOFING NAILS OR 1"x IN SHINGLES THAT OVERLAY LAYERS WITH PLASTIC 16 GA STAPLES. THE FLANGE TO BE FIRMLY ASPHALT CEMENT - SHINGLES SHALL BE CLASS "C" EMBEDDED IN PLASTIC FIELD INSTALL EAVE SHINGLES WIND RESISTANT OR BETTER ASPHALT CEMENT. METAL DRIP EDGE DIRECTLY ON DECK TTARTING AT OWARD FACTORY INSTAAL INSTALLED SHAND ING NGLES 3 WITH (4) FASTENERS PER SHINGLE PER ❑ MFR'S. INSTALLATION INSTRUCTIONS ❑ ❑ 12 ROOF CLOSE - UP APPLICATIONS / VENT PIPE AT ADD - ON EAVE JA ADD-ON EAVE INSTALLATION TABLE SHINGLES AND UNDERLAYMENT HOLD ROOF SHEATHING AND SHINGLES ROOF LOAD � BACK FROM OUTSIDE FACE OF SIDEWALL 20 PSF 30 PSF 40 PSF 60 PSF 60 PSF 3/8" SHEATHING (GRAIN PERPINDICULAR ' 10"s. EXTEND UNDERLAYMENT OUT 24" TO MAXIMUM EAVE 24' 24' 16" 16' 16' / TO TRUSSES) W/ rod NAILS • b" O/C 1 36" FROM THIS POINT (TO END OF FASCIA) PERIMETER EDGES, AND FIELD. I AND FOLD BACK FOR TRANSIT. PROTECT PROJECTION MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM 1 UNROOFED PORTION W/ POLYETHYLENE No. 8x2• No. 8x2- No. 8x2' No. 8x2' No. 8x2' DRIP EDGE PER SHINGLE MFR'RS. --�Y COVER FOR TRANSIT AND STORAGE. 'I �� 1 x 3 LEDGER SCREWS SCREWS SCREWS SCREWS SCREWS INSTALLATION INSTRUCTIONS r CONNECTION AT 8.0/C AT 8"O/C AT 8'O/C AT 6'O/C AT 6'O/C. (3) 7/16"x (3) 7/16'x (3) No. 8x 13) No. 8x TRUSSES • I6" O/C I x 3 LEDGER TO RAFTER RAIL 1 (ALT: 24" O/C FOR 20 PSF ROOF ONLY) 1 x 4 RAIL 1.76•x15GA 11.317/16'x 175'x15GA 1.75•x15GA 2' WOOD 2• WOOD FASTENED PER TABLE AT RIGHT NOTES, CONNECTION STAPLES STAPLES STAPLES SCREWS SCREWS 2 x 6 EAVE 24' 0/0 16" O/C 16- 0/0 16' O/C 16. O/C I x 4 RAIL FASTENED TO - FASTEN SHINGLES W/ 144"x 12 GA. BLOCKS PER TABLE AT RIGH? 1 GALV ROOFING NAILS OR I"X I"x BLOCK SPACING MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM I" x 24 GA. STRAP * EA BLOCK Ib GA. STAPLES. W/ (1) 1/16" x I" x I6 GA STAPLES 1 - SHINGLES SHALL BE CLASS "CO WIND RESISTANT OR BETTER OFESSIO EACH END OF STRAP I DOSE Pyr Fy-i i x b MINIMUM RAFTER RAIL �`' Qy' le y, 2 x 8 FASCIA TO BLOCK W/ `�Q l0 9 (3) Ibd NAILS N0. SIDEWALL C042077 2 x 6 EAVE BLOCKS SPACED 3 ` * PER TABLE AT RIGHT E xp. 1-31-2004 2 x 4 BLOCKS BETWEEN EAVE BLOCKS • 48" O/C (EVERY THIRD BAY) FOR 16" CIVIL EAVE, AND 24" O/C (EVERY Y) FOR �jf0FCAUFO�� 1/2" HARDBOARD SOFFIT W/ rod NAILS 24" EAVES FASTEN 2X6 EAVE • 6" O/C PERIMETER EDGE, 1 FIELD. TO EACH END OF 2X4 BLOCKS W/ (2) trod DRAWING ROOF CLOSE-UP SEAL, CAULK ETC. JOINT BETWEEN END OR TOE -NAILED. FASTEN (ON-SITE) MAX EAVE 20 P� 30 PSF 40 PSF SOFFIT AND SIDEWALL 2X4 BLOCKS TO I x 3 LEDGER WITH PROJECTION APPLICATIONS (3) 08 X 242" WOOD SCREWS. PER TABLE ADD-ON EAVE 60 PSF 80 PSF AT RIGHT 8 DRAWN BY D. MOLT DATE 2 -8 -WC DRAwN Br - GATE _ S -3S ADD - ON EAVE D E T A I L B — AFTER RIDGE BEAM BOLTING FACTORY INSTALLED PROCEDURE 18 COMPLETED, VENT PIPE FIELD INSTALL (2) LAYERS FIELD INSTALL RIDGE OF FELT OVER 4 EMENDING SHINGLES PER DETAIL7_. b° MINIMUM EACH SIDE OF RIDGE BEAM AND -30 S-Is� VENT FLASHNG - GALV. (2) LAYERS TYPE 15 FELT METAL OR MINIMUM 500 ROOFING MATERIAL. HOLE MAY BE CUT IN RJOGE E FACTORY INSTALLED ( FOR VENT PIPE FACTORY INSTALLED SHINGLES HOLE TO BE CUT THROUGH FELT LAYERS FOR VENT PIPE AS REQUIRED ASPHALT CEMENT SHINGLES THAT OVERLAY MOULDED AROUND PIPE AT THE FLANGE TO BE BEDDED FLASHING CONTACT SURFACE. N PLASTIC ASPHALT CEMENT. (ALT: RUBBER GASKET) ❑ �.❑ 12 ROOF CLOSE - UP APPLICATIONS' / VENT PIPE AT FUDGE DETAL JA NOTES: 1. THE ABOVE APPLICATION METHOD MAY BE FACTORY QROFFSSIO,yk INSTALLED AT NON -MATING RIDGES. �pSEPy 2. SHINGLES SHALL NOT BE INSTALLED ON A ROOF HAVING PQI� 4� 4F A SLOPE LESS THAN 2' IN 12' UNLESS THE MANUFACTURER WARRANTS THE SHINGLE FOR A LESSER SLOPE. NO. C042077 3. SHINGLES ARE TO BE CLASS 'C' WIND RESISTANT / OR BETTER. ��9Y Exp. 2 3fd001 4. FOR FASTENING SHINGLES, USE 1 1/4'x 12 GA. GALV. CIVIL ROOFING NAILS OR 1'x 1'x 16 GA. STAPLES. (jEOF CAIIffJ DRAWING ROOF CLOSE-UP APPLICATIONS VENT PFE AT FUDGE DRAWN BY GATE D. H�+OLT 12-28-94 Q-40 SITE INSTALLED CHASE NOTES: EXTENSION, CHIMNEY EXTENSION AND TERMINATION. FOR MINII' 1. TEN FOOT RULE SUMMARY Q HEIGHT REQUIREMENTS REFERR THE MINIMUM CHIMNEY HEIGHT ABOVE THE ROOF IS SPECIFIED TO FIREPLACE MANUFACTURERS BY ALL MAJOR U.S. BUILDING CODES. IF THE HORIZONTAL INSTALLATION INSTRUCTIONS AND DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK OF THE THE TEN FOOT RULE. SEE NOTES ROOF IS LESS THAN 10 FFET, THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FFET ABOVE THE PEAK OF THE ROOF PER AT RIGHT OF SHEET. FIG. A-A BELOW. IF THE HORIZONTAL DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK IS GREATER THAN 10 FEET, A CHIMNEY HEIGHT REFERENCE POINT IS ESTABLISHED ON THE ROOF SURFACE 10 FEET HORIZONTALLY FROM THE CHIMNEY EDGE. THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FEET ABOVE THIS REFERENCE POINT PER FIG. B-B BELOW. IN ALL CASES THE CHIMNEY CANNOT BE LESS THAN 3 FEET ABOVE THE EDGE OF THE ROOF AT THE EGDE OF THE CHIMNEY. 10'-0' CHIMNEY R LES PEAK OF ROOF of •' f FACTORY INSTALLED EXTERIOR ROOF FIREPLACE CHASE. (13'-b" MAX TRANSPORTATION HEIGHT) FOR SITE-E3UILT CHASE FOLLOW FIREPLACE MANUFACTURERS FIGURE A-A INSTALLATION INSTRUCTIONS. CHIMNEY 10'-0' PEAK OF ROOF 32 Z N ROOF FIGURE B-B EXTERIOR FIREPLACE A SITE INSTALLED CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS 2. THE 2' IN 10' RULE IS NECESSARY IN THE INTEREST OF SAFETY INSTALLATION INSTRUCTIONS AND DOES NOT INSURE SMOKE-FREE OPERATION. TREES, THE TEN FOOT RULE. SEE NOTES I I BUILDINGS. ADJOINING ROOF LINES, ADVERSE WIND CONDITIONS. AT RIGHT OF SHEET. ETC..., MAY REQUIRE A TALLER CHIMNEY TO DRAW PROPERLY. StE �jO EPjj PQ jr0�F FACTORY INSTALLED CHIMNEY THROUGH ROOF WITH ROOF NO. FLASHING (I3"-6" MAXIMUM C042077 TRANSPORTATION HEIGHT Exp. 3 31-2004 CIVIL � SIITFOF CAIIF DRAWING 'SET-UP INSTRUCTIONS' FIREPLACE CHFANEY NSTALLATION 32I DRAWN BY DHOLT 12-29-94 DATE D. S-41 INTERIOR FIREPLACE B EXTERIOR WALL OF MANUFACTURED HOME CONNECT WASHER/ DRYER UTILITIES AS REQUIRED PER 5-50 OPTIONAL: 5/8" TYPE "X" GYPSUM BOARD MAY BE APPLIED TO EXTERIOR OF MANUFACTURED HOME AT GARAGE AREA ONLY W/ 6d COOLER OR WALLBOARD NAILS OR 114" BUGLE HEAD TYPE "W" SCREWS AT 1" O/C EDGES AND FIELD. (5/8" GYP. BO. APPLIED TO EXTERIOR OF HOME SHALL BE COVERED W/ MINIMUM 3 MIL. POLYETHYLENE SHEATHING TO PREVENT DAMAGE FROM THE ELEMENTS DURING TRANSIT AND SET-UP). r-- - II --------------------' 11 • OPENING TO I DOOR BETWEEN HOUSE AND MANUFACTURED HOME I HOME -- - II GARAGE SHALL BE MINIMUM I I FIELD� II Nr. INSTALLED 13/8" THICK SOLID WOOD OR I I I � ENTRY I1 LISTED 20 MINUTE FIRE DOOR DOOR I I WITH SELF CLOSER I OPTIONAL 817E-5UILT I 1 I I ONE HOUR FIRE RESISTIVE II ENTRY IN THIS AREA I "P" -TRAP AND r I I I PER DETAIL I ALL WALLS ADJACENT 11 t,� I TO HOME SHALL BE OF I ' I I I I II I 1I ONE HOUR FIRE RESISTIVE I I WASHER 11 CONSTRUCTION PER LOCAL I I I� ENFORCEMENT AGENCY 1 I SITE -BUILT WALLS i 0 I I I I II II 1 j� n I • FACTORY INSTALLED II - ii SITE - BUILT GARAGE II 11 II 11 II II - 1 II - L`---7--------------------- ----,� I I 1 NOTE: GARAGE SHALL BE SITE CONSTRUCTED PER REQUIREMENTS FIELD INSTALL WIRING �� I OF THE LOCAL ENFORCEMENT FROM FACTORY-� I I AGENCY. VERIFY ALL MINIMUM INSTALLED "J" -BOX t1 J I SIZES AND CLEARANCES WITH 24'-0" MAXIMUM LOCAL ENFORCEMENT AGENCY. ,PLAN VIEW / SITE = BUILT GARAGE SITE CONSTRUCTED OPENING TO EXTERIOR SIONG EXTERIOR WALL OF MANUFACTURED MANUFACTURED HOME HOME -- - II I FIELD� II Nr. INSTALLED F I � ENTRY REMOVE ACCESS COVER ALL WALLS ADJACENT DOOR TO HOME SHALL BE OF INSTALL WASHER 1 ELBOW OFF OF FACTORY ONE HOUR FIRE RESISTIVE I I "P" -TRAP AND r I I CONSTRUCTION PER LOCAL FIELD INSTALL HOT AND I I ENFORCEMENT AGENCY II , 11 .. I I I I II I DOOR BETWEEN HOUSE AND - GARAGE SHALL BE MINIMUM 1 3/8" THICK SOLID WOOD OR LISTED 20 MINUTE FIRE DOOR WITH SELF CLOSER J. ENTRY/GARAGE SHALL BE SITE CONSTRUCTED PER APPROVAL OF THE LOCAL ENFORCEMENT AGENCY. VERIFY ALL' MINIMUM -SIZES AND CLEARANCES WITH -LOCAL ENFORCEMENT AGENCY. PLAN VIEW / SITE - BUILT ENTRY AT GARAGE 48 NOTES: 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). 2. -THE DESIGN AND CONSTRUCTION OF THE GARAGE AND/OR ENTRY IS SUBJECT TO THE APPROVAL OF THE LOCAL ENFORCEMENT AGENCY. 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE/ENTRY BE INSTALLED AS PART OF THE ORIGINAL INSTALLATION. 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS). . ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. GARAGE HOME SITE CONSTRUCTED EXTERIOR SIONG --��--�� ONE-HOUR FIRE WALL ( OF MANUFACTURED HOME Jill REMOVE ACCESS II I COVER TO SANITARY I I REMOVE ACCESS COVER TEE AND FIELD I I OVER WATER LINES, INSTALL WASHER ELBOW OFF OF FACTORY TRAP ARM I I INSTALLED LINES AND "P" -TRAP AND r I I FIELD INSTALL HOT AND STANDPIPE I I I COLD HOSE BIBBS FOR I I I I II I WASHER I I II I II FACTORY INSTALLED I I I I I I II I WATER LINES I I I I II FACTORY INSTALLED WASTE LINE, SANITARY _ TI II TEE AND VENT THROUGH ROOF I I 1 FACTORY INSTALLED ELECTRICAL. JUNCTION FIELD INSTALL WIRING �� I BOX ("J" -BOX) FROM FACTORY-� I I INSTALLED "J" -BOX t1 J I TO WASHER AND/OR 11 DRYER RECEPTACLE 11 11 - • 1 n 1 EXTEND FACTORY II 1 INSTALLED GAS 11 PIPE AND FIELD 'INSTALL SHUT-OFF 11 1 VALVE AS 11 1 REQUIRED FORL_ Inp d FACTORY INSTALLED GAS DRYERr- L Ll GAS LINE NOTE: ALL FIELD INSTALLED ELECTRICAL, GAS, WASTE AND WATER LINES SHALL CONFORM TO THE REQUIREMENTS OT THE LOCAL ENFORCEMENT AGENCY, UTILITY CONNECTIONS E NO. 0042077 * ^% Exp. 3-31-2001 CIVIL SIAIfOF CALIF DRAWING "SET-UP INSTRUCTIONS" SITE BUILT GARAGE / ENTRY DRAWN BY D 'HOLT DATE01-03-W5-50 81 SITE -BUILT "CALIFORNIA" GARAGE GABLE TRUSS 2 x 3 MM RIDGE ROOFING MATERIAL, OVER (2) LAYERS OR CONVENTIONAL 2 x 6 DF 02 CONT. SUPPORT PURLINS TYPE 15 FELT (OR EQd OVER 5/16" OR FILL FRAMING OVER MANUFACTURED NOME FRAMING RIDGE BOARD AT 48" O/C (BEYOND) 3/8" COX PLYWOOD 24/0 INDEX WITH FADE GRAM PERPENDICULAR TO 5/8" TYPE "X" GYP. SIMPSON "LU26" g `�5 FRAMING W/ rod NAILS AT 6" O/C EDGES, BD. FLOOR TO HANGER 12" O/C FIELD, 1 FJOIST ROOF SHEATHING VALLEY SNMG&APPLIC ATIONS _ \ INSTALL F'ER OR 5-31 " I I ROOF LINE OF r- ------- -------------, i I 1 MANUFACTURED HOME 2x3 FLATS AT 24" O/C I I 2x4 RAFTERS _ 1 I cD p --------- -1 I ------------- ly GARAGE TRUSSES g 55 AT 24" O/C OR CONVENTIONAL 2x3 SUPPORT POSTS 1 I I 1 FRAMING ANY PASSAGE DOOR AT 40" O/C MAX ALONG 1 I T "CALIFORNIA" FILL 11 FROM HOUSE TO GARAGE SHALL BE lab" EACH 2x4 RAFTER FRAMING PER SOLID WOOD OR LISTED 20 MINUTE T = -_ g_55 1 ,& FIRE DOOR W/ SELF CLOSER 16 _ a= z - - I = —==T-- - —----------- SECTION / CALIFORNIA FILLB lu � I I � ROOFING MATERIAL, OVER (2) LAYERS RIDGE BOARD T. I I ALL WALLS ADJACENT TO TYPE 15 FELT (OR E6�, OVER 5/16" OR WI I 1 MANUFACTURED HOME 3/8" CDX PLYWOOD 24/0 INDEX WITH (3) Yld NAILS TOE -NAILED = 1 SHALL BE OF ONE-HOUR FACE GRAIN PERPENDICULAR TO AT EACH RAFTER TO RIDGE J I CONSTRUCTION PER LOCAL FRAMING W/ bd NAILS AT 6" O/C EDGES, SITE WILT Ii I ENFORCEMENT AGENCY. 12" O/C FIELD, (4) 10d NAILS OR (6)VI6"x 2t,2"x 1 1 FOR ADDITIONAL I INFORMATION SEE lU 2x3 FLATS 16 GA STAPLES FROM 2x3 SUPPORT I I 71 1 AT 24" O/C POST TO 2x4 RAFTER I I I712x4 RAFTERS Ll — ------ ----- - 2x4 RAFTERS AT 24" O/C AT 24" O/C LL ---- ----- J LENGTH VARIES NOTE-. ORACsE SHALL BE SITE 2X3 MIN SUPPORT POSTS (2) 10d NAILS OR (5) 10d SITE -BUILT GARAGE CONSTRUCTED PER THE AT 40" O/C MAX. ALONG l3J �/16"x 2lh"x Ib NAILS REQUIREMENTS OF THE EACH 2x4 RAFTER GA. STAPLES (TYPICAL LOCAL ENFORCEMENT 2 x 3 MM RIDGE (TOE -NAILED) EA. END) AGENCY. SEE NOTE 1. SUPPORT PURLINS (2) 12d NAILS OR AT 48" O/C (3) l/I6"x 24"x 16 128 GA STAPLES (TOE -NAILED) 12 PLAN VIEW / SITE - BUILT GARAGE A ELEVATION / CALIFORNIA FILL FRAMING 1C 5/16" OR 3/8" CDX PLYWOOD UNDERLAYMENT NOTES: ROOF SHEATHING 24/0 bd NAILS At b" O/C ROOFING MARTERIAL 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE QROFESSlOy �! EDGES,12" O/C �. INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). 0 — — — \S1�Q�SOSEPFIELDE/FZCyF 'y�' (4) 10d 2. AND THE GE P 10 2X4 RAFTERS NAILS 6 ECT TO THE APPROVALON OFFF SHS SUBJGN THE LOCAL NO. AT 24" O/C (6) l/16"x ENFORCEMENT AGENCY. 0042077 2X6 DF 02 STAPLES 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE BE RIDGE BOARD INSTALLED AS PART OF THE ORIGINAL INSTALLATION. Exp 5 3140D1 (2) 10d NAILS OR 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL CIVIL (3) VI6"x 2112"x 16 GA �ROOF NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. '/TfOFCAllF STAPLESE (TOE—NAILED) OF MANUFACTURED HOME 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS(, ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. 2x3 FLAT 2x3 SUPPORT POSTS DRAWING'S��$�-BIJL ROOF LOADS AT 40" O/C MAX. ALONG 20 PSF EACH 2x4 RAFTER GMAGE 30 PSF 8 DRAWN BY D. HOLT DATE 1-5-95 REVISED BY TM DATE 11/25/99 C-55 v ATTAMA NT WTAL 4 4 17 6 A 5 4 8 4b � � l 9 G 3 E 11 11 1 pikofESSIOpt( SOS E PN AQP IrOF�9 E3. NO. r. 07977 �zli * tt�20�ao AR LISTED HINGEDSj CIVIL �P (rf OF CAIIFOQ� TRESSES AT Ib" O.G. (FACTORY INSTALLED) ROOF SECTION AT TRUSS PROFILE FOR TRIPLEWIDE B 4 LEGEND, # SITE INSTALLED ITEM - SEE SHEET S-62 O S "SITE INSTRUCTIONS FOR HINGE ROOFCLOSE OFF". 12FACTORY 6 5 j j S INSTALLED ITEM - SEE SHEET S-63 1] "FACTORY INSTALLED .NOTES-. A GENERAL NOTES: 6 1. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. C 2 l2. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 3 E 3. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH AS SHINGLES, SHEATHING, RIDGE BOARD, FASCIA, OUTLOOKERS, BOLTS, ATTIC VENTS, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. N0. NEVIS® BY DATE I Mslu II/I1/00 D B I IR"x2d" RIDGE BEAMS DRAWNG HINGED ROOF HBAS MPnufacturing, LISTED CATHEDRAL (FACTORY INSTALLED) CLOSE—OFF ��7+ TRUSSES AT 16" OAC. DRAwN BY CRB DATE 1-23-91 HOOF IDAD 40 PSF 5-61 (FACTORY INSTALLED) 12 ROOF SECTION AT DOUBLEWIDE TRUSS PROFILE A SITE INSTRUCTIONS FOR CLOSE - OFF GENERAL NOTES DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS 1. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH SHINGLES, SHEATHING, FASCIA, OUTLOOKERS, BOLTS, ATTIC VENTS, FLASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN OBOLT RIDGE BEAM HALVES TOGETHER ATO MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". BOLT RIDGE BEAMS TOGETHER AT MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". AT EACH END OF ROOF, INSTALL 2x6 No. 2 AT EACH END OF ROOF, INSTALL 2x6 No. 2 WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. O H.F OUTLOOKERS AT 28" O/C WITH ONEO OUTLOOKER DIRECTLY NEXT TO EACH SIDE OF THE PEAK. EXTEND ALL OUTLOOKERS BACK TO THIRD TRUSS FROM ENDWALL, EXTEND OUTLOOKERS OUT PAST ENDWALL TO MATCH FACTORY INSTALLED H.F OUTLOOKERS AT 28" O/C WITH ONE OUTLOOKER DIRECTLY NEXT TO EACH SIDE OF THE PEAK. EXTEND ALL OUTLOOKERS BACK TO THIRD TRUSS FROM ENDWALL, EXTEND OUTLOOKERS OUT PAST ENDWALL TO MATCH FACTORY INSTALLED 2. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION' APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD 3. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF WITH (2) No. 8x3" WOOD SCREWS AT EACH WITH (2) No. 80" WOOD SCREWS AT EACH HOME DURING TRANSIT AND STORAGE. CONNECTION. CONNECTION. 4. ALL FASTENERS EXPOSED TO WEATHER SHALL CONTINUOUS 2x8 FASCIA BOARD TO O INSTALL CONTINUOUS 2x8 FASCIA BOARD TO BE CORROSION RESISTANT. OINSTALL ENDS OF OUTLOOKERS WITH (3) 16d NAILS ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUTLOOKER. SPLICE FASCIA PER AT EACH OUTLOOKER. SPLICE FASCIA PER 5. AT EACH END OF UNITS, FIELD INSTALL SIDING SET-UP MANUAL DRAWING "S-16". SET-UP MANUAL DRAWING "S-16". TO MATCH TYPE THAT IS FACTORY INSTALLED ON MANUFACTURED HOME. INSTALL SIDING PER OAPPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER ENTIRE SURFACE OF SITE O APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER UNSHEATHED SURFACES OF MANUFACTURERS INSTRUCTIONS WITH 6d CORROSIVE RESISTANT NAILS AT 6" O.C. EDGES INSTALLED CAP. FASTEN SHEATHING WITH 8d HINGED ROOF. FASTEN SHEATHING WITH 8d AND FIELD. NAILS AT 6" O/C EDGES, PERIMETER NAILS AT 6" O/C EDGES, PERIMETER AND FIELD. AND FIELD. OINSTALL A MINIMUM OF FOUR ROOF VENTS (50 SQUARE INCH NET OPENING EACH) AT 4b APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER THE GAP BETWEEN EACH HALF OF UNIT OVER CUT-OUTS IN SECTIONS OF THE HOME. FASTEN SHEATHING FACTORY INSTALLED SHEATHING TO WITH 8d NAILS AT 6" O/C EDGES, PERIMETER PROVIDE ATTIC VENTILATION. AND FIELD. ©APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR- ® INSTALL A MINIMUM OF SIX ROOF VENTS (50 SQUARE INCH NET OPENING EACH) AT ERS INSTRUCTIONS. SHINGLES AND UNDERLAY- EACH SIDE OF RIDGE OVER CUT-OUTS IN MENT SHALL BE INSTALLED TO CONTINUE FACTORY INSTALLED SHEATHING ,TO UPWARD FROM FACTORY APPLIED SHINGLES PROVIDE ATTIC VENTILATION. OFASTEN O EACH HINGED KING POST TO 2x4 LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. © APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR- ® INSTALL CAP TRUSSES TO EACH HINGED RAFTER CHORD WITH A 6 3/4" OVERLAP ERS INSTRUCTIONS. SHINGLES AND UNDERLAY- MENT LL BE EFNSALLED APPLIEDOCONTINUE SHINGLES UPWARD TI BEWSKM xa BEVUD BY DATE MSW 11�11�00 EACH SIDE. FASTEN EACH SIDE WITH (4) 8d NAILS. O FASTEN EACH HINGED KING POST TO 2x4 LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. ®INSTALL CONTINUOUS 1x4 MEMBERS (8' LENGTHS) TO THE TRUSSES ON EACH SIDE OF THE PEAK. FASTEN 1x4'S TO TRUSSES DBAWNG SLATE ROOF CLO E FOR HNGE ROOF CLOSE —OFF HBO1C MPnufacturing, �/�7 WITH (2) 8d NAILS PER TRUSS. FASTEN 1x4'S ACROSS THE PEAK WITH 8d NAILS SPACED 4" O/C. DRAM BY G� DATE 1-22-131 l� Q Q e 2 FACTORY INSTALLED NOTE8 GENERAL NOTES DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS 1. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH SHINGLES, SHEATHING, FASCIA, APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. a APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. OUTLOOKERS, BOLTS, ATTIC VENTS, FLASHING, SIDING, ETC.... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. ©INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. © INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. 2. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH © FACTORY INSTALLED SHEATHING UP© FACTORY INSTALLED SHEATHING UP THE HINGED PORTION OF ROOF. TO HINGED GANG NAIL PLATE PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND DNDERLAYMENT PER STRUCTURAL TO END OF OUTER SECTION PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND DNDERLAYMENT PER STRUCTURAL 3. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. DRAWING No. 96.60 DRAWING No. 96.60 4. ALL FASTENERS EXPOSED TO WEATHER SHALL FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 � FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 BE CORROSION RESISTANT. FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS ❑EFACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS W/ (1) No. 8 x 3" WOOD SCREW. W/ (1) No. 8 x 3" WOOD SCREW. REVS= Ip. FEVMD BY DATE I MSW 11/I1/00 MWNG HINGED ROOF FACTORY INSTALLED NOTES HBOS Manufacturing, f/V LP oiuem BY G� oerE 1-23-914,D 8-83 jI R OAKWOOD HOMES' NSTALLAT LAST PRINTED: 9/01 ION M ANUAL THIRD PARTY APPROVAL: fEQERtNLMAlolUFA-C- V?""'C:l Q !HOUSING ;,L„; V C) U APER 0 3 -201.1. Q c.. 9 OAKWOOD HOMES IS A REGISTERED TRADE NAMI OF HBOS MANUFACTURING, LP. INSTALLATION MANUAL ROOF DESIGN LOAD ❑20 PSF 1:130 PSF 1:140 PSF 13 60 PSF 1180 PS F WIND DESIGN LOAD 15 PSF CORPORATE OFFICE Manufacturing, Western Region Office 2222 South Dobson Road, Bldg. 3, Suite 302 Mesa, AZ 85202 (602)777-1855 MANUFACTURING LOCATIONS PERRIS DIVISION 3100 N. Perris Blvd. Perris, CA 92571 (909) 657-1611 ALBANY DIVISION 2445 Pacific Blvd. S.W. Albany, OR 97321 (503)926 8631 Manufacturing, HBOSLP An affiliate of Oakwood Homes Corporation Product Engineering Department Date: 7/26/01 To: Manufactured Home Sales Operations Receiving Product from Perris, CA From: Mark Ezzo, P -E. VP of Product Engineering Subject: Awnings Attached to Manufactured Homes This letter shall serve as an addendum, and supersede, the installation instructions forOakwood and Golden West brand homes'constructed in our manufacturing facility located in Perris, CA. We will permit lightweight, metal awnings to be attached directly to the manufactured home, provided all requirements contained in the appropriate sections of California Title 25, Division 1, Chapter 2, Subchapter 1, Article 9 (Mobile Home Accessory Buildings & Structures) are strictly complied with. Awnings with a roof structure weighing more than one psf, awnings exceeding 1.2' in width (projection), and awnings in locations where snow loads exceed 10 psf shall be completely freestanding considering vertical loads. Oakwood Homes Corporation and its affiliates will assume no responsibility for any problems associated with the attachment of awnings to the manufactured home. Thank you. paOfESSIO �OSEPyFjCyFF N0. C042077 * e-:� CIVIt sj�ftE Of CAL0��,! File: R\Engineering\Dapia\Support\Bulletin\Set-up\Awning Attachment.doc Ookwood Homes and Golden West Homes are registered trade names of Oakwood Homes Corporation or affiliates. IF PORCH WIDTH 15 LESS THAN OR EQUAL TO NOT 12', NO ADDITIONAL PIERS ARE REQUIRED. PORCH FOR PORCH WIDTHS GREATER THAN I?', INSTALL I. THIS DETAIL APPLIES TO HOMES WITH PERIMETER FRAMES BUILT WIDTH 16"xl6" DOUBLE-STACKED GMU PIERS 8' O.G. PER PAGES 92.50 THROUGH 92.53 OF THE DAPIA MANUAL PERIMETER WALL FOLLOWS (MAX.! WITH 32"x32"x8" POURED CONCRETE EXTERIOR WALL LINE AT FOOTINGS. 2 CONCRETE BLOCK WALLS AND PIERS SHAH BE LAID IN LS PORCH OR RECESSED ENTRY — — ___-:__c.:::.. :- RUNNING BOND WITH TYPE MOR S MORTAR Fr,F 3. DRAINS SHALL BE PROVIDED AROUND ALL FOUNDATION WALLS RETAINING EARTH AND —i' 16"x l6" DOUBLE•5TACKED ;I MATING LINE ENCLOSING HABITABLE OR USABLE SPACE LOCATED BELOW GRADE. DRAINAGE TILES. GRAVEL OR CMU PIERS WITH I I 32"x32"x8" CRUSHED STONE DRAINS. PERFORATED PIPE OR OTHER POURED 1 APPROVED SYSTEMS OR MATERIALS SHALL BE INSTALLED AT OR I� GONGREtE FOOTINGS BELOW THE AREA TO BE PROTECTED AND SHALL DISCHARGE BY GRAVITY OR MECHANICAL MEANS INTO CONTINUOUS PERIMETER L1 -- ''"�L_;: ;I AN APPROVED DRAINAGE SYSTEM. DRAINAGE WALL SYSTEMS ARE NOT REOUIREO PER DETAIL 'B' BELOW AND I i i' WHEN FOUNDED ON WELL-DRAINED GROUND OR SAND•GRAvEL DESIGNED BY OTHERS. �I II I 5'-a" MAX. FOR 1000 PSF SOIL Y .- I MIXTURE APPROVED BY THE JURISDICTION HAVING AUTHORITY _ ' l'-6" MAX. FOR 1500 PSF SOIL—._.../-"" i ' MIN. CONT. 16" WIDE x 8" }" :, 10'-0" MAX. FOR 2000 P5F 501L ; ;� I� 4. DAMPPROOFING BY AN APPROVED MATERIAL SHALL BE PROVIDED AROUND ALL FOUNDATION WALLS RETAINING EARTH THICK CONC. FOOTING BENEATW TYPICAL SPACING ALONG MATING LINE AND ENCLOSING HABITABLE OR USABLE SPACE LOCATED BELOW PERIMETER WALL. IN 5E15MIG--_—_:.r=_.____...___ -- _ —_ ..... GRADE. IN AREAS INHERE HIGH WATE TABLE OR OTHER SEVERE ZONES 3 4 A, ADD CONT. •a -_ _._ - _ .- __ _----•_:r:— — _ — ._._ . _ . . _ _--- 'tI ---FOUNDATION SOIL-WATER CONDITIONS ARE KNOWN TO EXIST. EXTERIOR RE-BAR IN BOTTOM OF FOOLING. WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACE SHALL BE WATERPROOFED BY AN ACCEPTABLE FOUNDATION FOR PERIMETER FRAME - PLAN VIEW A MEMBRANE EXTENDING FROM THE TCP OF THE FOOTING TO THE FINISHED GRADE. 11 5 UNDER-FLOOR SPACE SHALL BE VENTILATED WITH A NET AREA L _ _ J RATIO NOT LESS THAN I SOUARE FOOT FOR ` �-�=•= -- ...i - EAC:+ 150 SOUARE FEET OF UNDER-FLOOR SPACE AREA ONE SUCH VENTILATING r- •-- -------+ �I OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER I % OF THE BoLOING THE TOTAL AREA OF VENTILATION OPENINGS MAY BE r-DUCED TO 1/1.500 OF THE uNDER.FLOOR AREA WHERE TINE GRCUND SURFACE IS TREATED WITH AN APPROVED VAPOR RE ARDED MATERIAL AND THE P.EOUIRED OPENINGS ARE PLACE; TO PROIVDE CROSS-VENTILATION OF THE SPACE PLANT INSTALLED2x4 ^\\ =_--- NAILER W/ VERT..BLOCKS / 6 AN ACCESS OPENING OF Ig INCHES BY 24 INCHES SHALL BE AT 24" O.C. FOR FASTENING � / �1 PROVIDED TO THE UNDERFLOOR SPACE OF EXTERIOR SHEATHING. 7 TOP OF THE FOUNDATION WALL SHALL NOT BE LESS THAN 6 8d CORROSION RESISTANT / INCHES FROM FINISHED ADJACENT GRADE EXCEPT WHEN A MASONRY VENEER IS USED, 4 INCHES IS THE MINIMUM. WOOD COMMON WIRE NAILS FROM L/� - FLOOR JOISTS SHALL NOT BE CLOSER THAN 1a INCHES FP.OM SHEATHING INTO NAILER/SILL—\ -_ >4_ THE EXPOSED GROUND IN UNDER-FLOOR AREAS PAT LATE W AND 3" O.G. O.C. EDGE NAILING \ __ ____—_— --- 8 FINAL DETAILS, CONSTRUCTION. AND APPROVALS BY LOCAL OR EAIL EDGEE NAILING ING 4T ENDW4LL5, STATE INSPECTORS IS THE RESPONSIBILITY OF THE CONTRACTOR. AND 6" O.G. FIELD NAILING. TYP \ - -- FIELD FASTEN l/16" APA RATED 5HTG EXP I ('065 OR 5/16" HARDIPANEL OR 1/16" L.P. 51 IART-LNEL 51C-NG. 9 OVERALL FOUNDATION LENGTH AND WIDTH PER MODEL-SPECIFIC 2x TREATED SILL PLATE FLU5H WITH BIDEWALL AND _ CENTERLINE PIER DRAWINGS INSTALLED--� PRIOR TO SETTING OF THE HOME. THERE SHALL -- — l PPOfMA1 q/f BE A MIN. OF (2) --� BOLTS PER PLATE WITH (I) BOLT NOT 5/8" MIN. DIA. ANCHOR BOLT Wi 5TD. HOOK —t— ENDS COUNTERSUNK AT 6'-0" MAX. AND 1-.,�pPCAMgp�yti�yf ull:ulJlnLr.�ntarrm.Inl•II r. MORE THAN 12" OR LESS THAN (1) BOLT DIAMETERS FROM MAX. FROM CORNERS. EMBED MIN 1". IN SEISMIC ZONES 3 t 4, ALL ANCHOR LI nuUSINc CONS II+rll'110N kSAII IYS'IAI4W,I,. EACH END OF THE PLATE. BOLTS SHALL HAVE 2" x 2" x 3/16" PLATE �' C040561 `� C7 ] WASHERS AND SPACE ANCHOR BOLTS AT 07 32" O.G. AT END WALLS AND 6'-0" O.G. AT * * j MIN. 8" SOLID GROUTED REINF, --> 51DEWALLS. E.p. 3.3s.200] 2/4/2003 CONIC. BLOCK WALL, Pm•1,500 PSI OR C.I.P. GONRETE WALL, F'c•3,000 _ _I CIVIL P51 MIN. FOUNDATION WALL SHALL I S/q/f OF CAl0R�� BE DESIGNED BY OTHERS AND MEET ALL LOCAL CODE AND LOAD k IN SEISMIC ZONES 3 4, ADD GOVT. •4 RE•BAR auWNO SHORE A REQUIREMENTS. SHORE IN TOP OF WALL AND BOTTOM OF FOOTING. *SET-UP INSTRUCTIONS' �/ /�c Manufacturing, PERFAETER FRAME MOMS LL WALL As REQUIRED. PER LP AND FOOTING DETAILS OPAWN By MSW OArE, 3/5/02 Roo R l0•oS S-9A SECTION THROUGH CONTINUOUS FOUNDATION WALL B REWSEO Br AG oAIEI/28/03 20 & 30 PSF TABLE OF CONTENTS Page Forward.................................................................................... 1 Federal Preemption.................................................................... 1 Preliminary Preoarations............................................................ 2 Structural Loading Requirements ................................................ 2 Setting Single Wide or "A" Section of Multi -Wide Home .................. 3 Mating of Additional Sections.of Multi -Wide Homes ........................ 3-4 Utility Hook Up.......................................................................... 4-7 Final Close up and Inspection..................................................... 7-8 Ventilation of Underfloor Area 7 Ground Cover Vapor Barrier 7 Dryer Ventilation 8 Support Plans, Pier Supports, and Footings....-., ............................ Foundations.............................................................................. OpenSlatted Decks............................................:..................... Site Built Structures................................................................... Site Installed Ground Mounted Evaporative Coolers ..................... BasementDesigns................................................................... Site Installed Gas Range........................................................... Support Plan Diagrams:..........-.... ............. t......' .................................. Single Wide Double Wide Triple Wide — Longitudinal Tag Unit Triple Wide — Transverse Tag Unit . Four Section Home - "T' Model 13-17 13 14 15 16 17 Tables: Table I Support Schedules (Chassis & Perimeter Support Piers).... 18-23 Table II Ridge Beam Support Schedules .................................. 24-28 Table III Mating Line Bearing Wall Support Schedules ................. 29-31 Drawings and Details: Sheet Support Plans - Outset Floor & Recessed Sidewall .......................... S-5 Support Plans - Porches & Fireplaces ............................................... S-6 Support Plans - Porches & Decks ..................................................... S-7 Pier & Footing Support Details.......................................................... S-8 Floor & Roof Close -Up Details - 3:12 Roof ........................................ S-10 Roof Close -Up Details - 4:12 Roof .................................................... S-11 Alternate Floor Connection at Mating Line ........................................ S-12 PlumbingDetails................................................................................ S-13 Mechanical Details.............................................................................. S-14 ElectricalDetails................................................................................. S-15 Wall & Roof Close-up Details............................................................. S-16 Wall Close -Up Details........................................................................ S-17 Transverse Tag Interconnection Detail ..................................... S-18 Tag Unit Deck Railing........................................................... S-19 Typical Tiedown Details..................................................................... S-20 Longitudinal Tiedown Details .................................................. S=21 Roof Close-up Applications - Tag with Standard Gable .................... S-30 Roof Close -Up Applications - Alternate Valley .................................. S-31 Add -On Eave Details......................................................................... S-35 Roof Close -Up Applications - Vent Pipe at Ridge ............................. S-40 Fireplace & Chimney Installation....................................................... S-41 Site Built'Garage [ Entry - Plan Diagram ...........:........... .. S-50 iii Site Built Garage Roof Framing......................................................... S-55 Hinged Roof Close Off Detail...." ............................................... S-61 Hinged Roof Close Off (Site Instructions) .................................... S-62 Hinged Roof Factory Installed Notes ..............:.......................... S-63 W FORWARD This installation manual contains specific instructions that must be strictly adhered to in order for the home to perform properly. These installation procedures must be performed by an experienced installer who. has carefully read and understands all aspects of the installation instructions. Check with the local regulatory agency at the location where the home will be installed for specific requirements that must be known in order to properly use this manual, i.e. roof load, wind load, soil bearing capacity, etc.. For any questions regarding these instructions please contact your retailer first, who will refer you to the factory if he is unable to offer assistance. FEDERAL PREEMPTION All homes built by HBOS MANUFACTURING LP. are constructed and inspected to comply with the "Federal Manufactured Home Construction & Safety Standards" (24 CFR Parts 3280 & 3282 respectively) in accordance with the requirements of the U.S. Department of Housing and Urban Development. This standard is more commonly referred to as the "HUD Code". Individual states, counties, and cities shall have no authority to establish standards regarding the construction or safety of a manufactured home which are not identical to the Federal Manufactured Home Construction and Safety Standards. A metal certification label is affixed to each section of home to certify that the home has been constructed and inspected to comply with these Standards. The design plans and in -plant construction of all homes are inspected by independent third party agencies to assure compliance with the Federal Standards. The private company RADCO and the State of Oregon are both approved by H.U.D. to provide such services. Any party that desires further verification may contact Mr. Philip W. Schulte at the Department of Housing and Urban Development (H.U.D.) at (202) 755-7420. Mr. Schulte is the Chief of the Compliance Branch for the Manufactured Housing and Construction Standards Division. PRELIMINARY PREPARATIONS 1. Check with the- park manager (or retailer for a private property set) for the exact location of the home site. 2. Check access to utilities prior to setting up the home. 3. Verify whether or not wheels and detachable hitch are to be removed. 4. For Park sets, park manager must sign for location and note any special instructions regarding the installation of the home. 5. Verify receipt of standard items and set up materials shipped lose with the home per checkout list. 6. The home- site must be graded and sloped properly to prevent water accumulation in the area beneath the home. 7. Verify (by inspecting the home's data plate) that the home has been designed and constructed to accommodate the roof and wind load requirements established by the local jurisdiction (see "Structural Loading Requirements" below). STRUCTURAL LOADING REQUIREMENTS The structural installation requirements vary for each climatic zone or region in order to compensate for variances in roof snow loads, wind loads, and soil bearing conditions. The local authority having jurisdiction may place special load requirements for the manufactured home which differ from the H.U.D Standards for a particular region. In all cases, the local authority must be contacted for their specific structural loading requirements. Make sure the manufactured home design meets the specific load requirements at the location where -it will be installed. Each home is designed and constructed to accommodate the roof, live load as checked on the first page of this manual, either 20 psf, 30 psf, 40 psf, 60 psf , or 80 psf and a horizontal wind load of 15 psf. The home's "Data Plate" must also have a checkmark next to the appropriate roof and wind loads which should coincide with the loads identified on the first page of the manual. The roof load that is checkmarked on the data plate does not necessarily dictate the required support requirements. Rather, it only indicates the maximum roof load zone that °the. home may be located. All homes must be supported consistent with the local roof load zone where the home is to be set. K SETTING SINGLE WIDES OR "A" SECTION OF MULTI-WIDES 1. Tow unit into desired location over firm footing on home site. 2. Remove transportation closure material (weather proof covering and close -off grid work). A. Temporary ridge beam support posts are to remain in position to maintain ceiling heights during joining of unit sections. B. Make sure that all nails and staples that may prevent the sections from properly joining together are removed. 3. Starting with the open side of the unit, place the first hydraulic jack under the chassis beam just forward of the front axle spring hanger. Allow room for the pier support to be placed. next to the front spring hanger. 4. Second jack shall be located under same chassis main beam just behind the rear axle spring hanger. 5. Uniformly lift this side of the unit using both jacks and remove the tires. 6. Locate first two support piers adjacent to the front and rear axle spring hangers. Adjust initial piers as low as possible for easy leveling. Generally, maintaining proper pitch in the drain lines will be the governing factor. 7. Place an additional support pier no greater than 24" from the front and rear end of the home. 8. Lift other chassis main beam and remove the tires (see steps 3 through 5). 9. Place piers directly opposite those placed on open side beam. 10. Evenly space the remaining piers at the required spacing for chassis supports per Table I. Install perimeter support piers per Table I as required. 11. Level the unit from side to side and front to rear by. adjusting pier support heights and or shimming. Levelness must be checked using a water level or large carpenter's level, and by observation of passage doors and cabinet doors for plumb fit. MATING OF ADDITIONAL SECTIONS OF MULTIWIDE HOMES 1. Tow "B" section as close as possible to "A" section. 2. Place jacks under the chassis main beam nearest to the "A" section forward and rear of axle, lifting "B" section approximately 1/2" off the ground. 3. Place a third jack against the outside wheel hub at a 45 ° angle to the ground and jack the "B" section against the "A" section. 4. With the first two jacks still under the main beam at the axles, raise the hitch jack to about 20". The third jack should be set under the outboard side of the hitch at a 45 ° angle. Letting down the hitch jack will allow the entire floor front to slide over to mate with the "A" section floor. 5. With the third jack at the front of the unit, raise the floor beginning at the front crossmember to flush the inside of the front wall and top of the floor. Adjust front and rear alignment of the home sections with hydraulic jacks and using 3 ceiling panel joints as guides. Remove- tire_ s and store beneath home if desired. 6. Insert 1/2" bolts through mating angles at outrigger ends starting from the front crossmember.. See detail "D" on drawing S-10. These bolts also serve to electronically bond the chassis. On homes where mating angles are not installed or do not align across the mating line, refer to drawing S-12 for alternate floor connection and bonding instructions. , 7. Apply jack pressure -under the inside main beam to obtain a flush floor, then set pier supports at required spacing to match the "A" section. Place jacks under outside chassis beam and apply even pressure to bring ceilings together. 8. When all wall joints at the ceiling -are aligned, jack the inside to bring the ceilings flush and, starting at the front of the home, secure roof sections together through the ridge beam halves per drawings S-10 and S=11. Note: For 20 psf and 30 psf roof loads, 1/2" diameter bolts or 3/8" diameter lag screws may be used. For greater roof loads use only 1/2" diameter bolts. Once the ridge beam halves are properly attached; remove the temporary support posting along the mating line. 9. After ceilings are secred•, set support piers under outside chassis main beam and remove jacks. At the mating line, set additional piers under ridge beam support posts and bearing walls as shown' on the "Carpet Layout and Ridge Beam Field Support Pier" diagram enclosed with this manual. Note: The Carpet Layout and Ridge Beam Field Pier diagram is enclosed as an aid for the installers. For justification of all supports at the mating line refer to pier support Table II and Table III. 10. Install perimeter support piers as required and shown on the support plan diagrams and Table I pier support schedules contained in this manual. Adjust height of all support piers from front to rear and side to side using a level on the' inside floor' to assure that a final level position has been achieved. 11. Repeat above directions for additional sections of home. 12. Close up roof section at mating line(s) of home and other areas as required. Refer to drawings S-10, S-11, S-12, S-16, S-17, S-18 ,S-30, through S-41, and S-61 through S-63. 13.lnstall tiedown straps & anchors where required. For spacing see the appropriate support plan diagram. • For tiedown notes & specifications see drawing S-20. UTILITY HOOK-UP 1. Install hot and cold water line crossovers, when required, below the floor with approved flex connectors provided by HBOS MANUFACTURING LP.. See drawing S-13 detail "A" or "B". , Crossovers shall be, the same size as the pipes in the home at the crossover point. 4 2. Hook up waste line crossover when required with approved connector. See drawing S-13 detail "D". Assure all drain lines have proper slope (fall) of 1/4" minimum per foot toward outlet (1/8" minimum per foot if factory installed cleanout provided at upper end of drain line). Provide final installation of any ship loose waste lines at this time (see S-13 details "E" & "F"). 3. Install gas line flex connector supplied with the home for crossover when required. See drawing S-13 detail "C". A. Flexible crossover connectors shall be listed for exterior use. B. Crossovers shall be the same size as the piping in the home at the crossover point. C. Crossover connections shall be made by a listed quick disconnect device. Do not use tools on this device. 4. Hook up water line to service. A. Minimum 3/4" water connection required. B. The manufactured home is designed for an inlet water pressure of 80 psi. A pressure reducing valve must be installed and calibrated in areas where the water pressure exceeds 80 psi. C. A master cold water shut-off valve shall be installed in the water supply line adjacent to the home. D. Protection from freezing: If the home is installed in an area subject to freezing temperatures, the exposed section of the water supply piping, shut-off valve, and pressure reducer must be protected. The most effective means of accomplishing this is by the use of a thermostatically controlled heat tape. For this purpose, all homes are equipped at the factory with an electrical receptacle outlet under the home in the vicinity of the water supply inlet. Note: The heat tape used must be listed by a nationally recognized testing laboratory for use with manufactured homes, and installed in accordance with the manufacturer's instructions. In mild climates subject to only occasional below freezing temperatures, an alternative is to wrap exposed sections of the water supply piping with insulation, loosely taped to prevent excessive compression. E. To drain water lines, remove cap from drain location, open faucets and apply air pressure until all water is removed from the system. 5. Hook Up Gas Line To Service A. Use a gas supply connector listed for manufactured homes and rated according to the label attached to the home at the gas supply connection. B. The gas piping supply system is designed for a maximum pressure of 14" water column (1/2 psi) and not less than 7" water column (1/4 psi). 6. Hook Up Waste Line To Service A. Minimum 3" waste connection required. B. An approved flexible connector shall be installed at each end of the drain line from the home to the sewer inlet. C. For shipped loose drain line installation, see drawing S-13 detail "E". 7. Complete electrical hook up and installation of light fixtures shipped loose for interior and exterior of home prior to turning on service. Warning: Do not turn on breaker to water heater until tank is full of water. 8. Complete electrical crossover(s) at mating line between floor sections. Each crossover will consist of a length of 1/2" flex conduit with conductors on one floor section and a junction box with cover plate on the other floor section (see drawing S-15 detail "A". All splice connections shall be made with wire nuts. Always replace cover before turning power on. 9. Complete electrical hook up from manufactured home to service. For 100 amp service or larger, 4 splice connections are required in the junction box (see drawing S-15 detail "B"). Connectors at the junction box shall be split bolt, sleeve type, or other approved connectors. See table below for minimum wire and conduit sizes. Service Al Conductor Al Neutral Al Ground Conduit 100 amp No. 1 THW No. 1 THW No. 6 THW 1 1/2" 125 amp No. 2/0 THW No. 1/0 THW No. 4 THW 1 1/2" 150 amp No. 3/0 THW No. 1/0 THW No. 4 THW 2" 200 amp No. 4/0 THW No. 2/0 THW No. 4 THW 2" 10. Complete electrical connection for air conditioner where required. The circuit for an air conditioner terminates in a junction box without a receptacle. The conductors shall be spliced with wire nuts or other approved devices. See table below for wire sizes. A disconnecting means shall be provided which is located within sight of the controller location. Air Conditioner Size Wire Size Conduit Size 3 Ton 8/3 3/4" 3 1/2 Ton 8/3 3/4" 4 Ton 8/3 3/4" 5 Ton 6/3 3/4" 11. Hook up duct crossover(s) beneath home for down flow heating systems. See drawing S-14 and model specific heat duct diagram shipped with the home. R 12. After completing all utility hook ups to service, perform the following tests: A. Electrical function test. B. Water pressure test. C. Flood test (plumbing drain system). D. Gas test. E. Appliance function test. 13. Floor undersheathing (bottom board): The sheathing covering the bottom of the home is special material that is either vinyl coated or asphalt impregnated to protect against moisture, rodents, and unconditioned air. This sheathing was inspected and intact at the factory, but may have been damaged in transit or during set up. If a large hole is found and the material is vinyl coated, use a patch of the same material, tacking to the nearest floor joists, and seal the edges with tape to retain .air tightness. Small holes may be sealed with tape alone. If the material is asphalt impregnated board, use a patch of the same material with a bead of adhesive around the contact edges to make an air tight seal. Tack to the nearest floor joists, or use divergent staples. Your retailer can provide material and information, or can arrange for repairs. Wrap all P -traps exposed below the floor with insulation, then wrap the bottom board material and tape all seams. FINAL CLOSE UP AND INSPECTION 1. Ventilation of Under Floor Area:. The underfloor area must 'be ventilated to minimize condensation beneath the home. A minimum of 4 ventilation openings shall be provided from the underfloor space to the exterior. The combined openings shall have a net area equal to at least one square foot for every 150 square feet of floor area. Place the required openings as equally distributed as possible along the length of at least two opposite sides, with openings located close to corners to provide cross ventilation. 2. Moisture Control of Underfloor Area: A vapor retarding ground cover of (6) mil black polyethylene material or other equivalent membrane must be used to prevent ground moisture from entering the home. 3. Install ship loose parts to finish close off for exterior. See drawings S-16 and S-17. 4. Remove detachable hitch and store beneath home. 5. Install the ceiling beam molding and .all other necessary molding to complete the interior trim. 6. Using the enclosed "Carpet Layout' drawing, install pad and carpet in designated areas. floors shall be swept clean and the joint at the mating line seam in the floor must be taped prior to installation. It is imperative that carpet piecing is performed according to the enclosed layout since the total carpet usage is supplied based on this drawing. 7 7. Assure that the bottom edge of the factory installed exterior siding is kept at least 6" from the surrounding soil. Also, siding must not be in direct contact with concrete. 8. A roughed -in dryer vent opening has been provided for the future installation of a clothes dryer. Installation of the vent from the stub -in to the outside of the home must comply with the installation instructions provided with the dryer. Under no circumstances may the dryer be vented to the area beneath the home.. 9. Check the following during final walk through inspection: A. All drawers and doors for proper alignment and fit. B. Floor tile, counter tops, marble, fiberglass, paneling, exterior finish, and .roof for acceptable condition. C. Plumbing and electrical hook ups. 9 M SUPPORT PLANS, PIER SUPPORTS, AND FOOTINGS In order to properly set up and install the manufactured home according to the pier support plans and schedules, the following information must be known in advance: 1. Roof Load Zone: The local roof load where the home will be installed is typically either 20 psf, 30 psf, 40 psf, 60 psf or 80 psf. Note that 20 psf is often referred to as "South Zone" and 30 psf can be referred to as "Middle Zone". Check with the local building authority to determine the required roof load at the home site. 2. Soil Bearing Capacity The pier support schedules are based on soil bearing capacities of either 1000 psf, 1500 psf, or 2000 psf. Refer to soils report or check with the local building authority for the proper soil bearing capacity to use with the support tables. 3. Home Size Specifications: The floor width of each home section will either be 9'-10" (10 Wide), 11'-10" (12 Wide), 12'-8" (14 Wide), or 13'-6" (14 Wide). The eave lengths will vary from 0" minimum to 16" maximum. CHASSIS & PERIMETER SUPPORTS Refer to the appropriate "Support Plan" diagram (single wide, double wide, triple wide, etc.) for a plan view of the generic support requirements. Then, with the information from items 1 through 3 above, enter Table I to determine the required pier capacity and footing pad size for chassis and perimeter supports based on the pier spacing you desire to use (either 4', 6', or 8' spacing). If the required capacity or footing area is greater than the rating of you pier or pad, you must either decrease the pier spacing or use multiple piers and or pads with a combined capacity to meet the requirement. Refer to drawing S-8 for pier and footing support details. Typically, perimeter supports are not required for 20 psf roof loads. However, perimeter supports are required for all roof loads at each side of all door and other openings in the sidewall that are greater than 48" as shown on the support plan diagrams. Perimeter supports are not required where the home is installed on and supported by a foundation system that has a continuous perimeter wall and footing capable of transmitting the design loads to the soil (see "Foundations") SPECIAL SUPPORTS - PORCH COLUMNS, POP -OUT FLOORS, ETC. Pier supports are required at outset or pop -out floors, porch column posts, and outset fire place locations as shown on drawings S-5, S-6, & S-7. 0 FOOTINGS Footings shall be placed level on firm, undisturbed soil or on controlled fill which is free of grass and organic materials, with a minimum soil bearing capacity of 1000 psf. In areas where the; ground is subject to freezing, footings shall be placed to extend below frost line according to local jurisdiction requirements. CONTINUOUS FOOTINGS If continuous footings are used (see S-8 detail "E"), the only information necessary from Table I is the pier capacity and spacing required. Disregard the required footing area. By limiting the pier load over continuous footings to 5200# for 1000 psf soil and 6000# for 1500 psf and 2000 psf soil, the required footing area has been accounted for. Note: The 5200# and 6000# limitations refer to both individual pier loads and to the combined load of multiple piers. RIDGE BEAM & MATING LINE BEARING WALL SUPPORTS Tables II and III are used for the support requirements at the mating line between two floor sections. Since the location and capacity requirements for these supports vary with each particular floor plan, a separate drawing titled "Carpet Layout and Ridge Beam Field Support Piers" is enclosed with each installation manual. This drawing shows the location, pier capacity, and footing pad size requirements for all supports at the mating line. Note: For justification of mating line supports as shown on the "Carpet Layout and Ridge Beam Field Support Piers" diagram, refer your local authority or building inspector to Table II and Table III of this manual. The "Carpet Layout and Ridge Beam Field Support Piers" diagram is intended only to be used as an aid for the home installer. UNDER FLOOR CLEARANCE AND HEIGHT RESTRICTIONS A minimum ground clearance of 12" shall be maintained beneath the lowest member of the chassis main frame (I beam). Where the home is installed on a basement or split level type foundation or when more than 25% of the area of the home is installed so the bottom of the main frame members are more than 36" above the ground level, the foundation system shall be designed by a licensed professional engineer or architect and the installation approved by the authority having jurisdiction. 10 FOUNDATIONS The support system(s) shown in this manual (piers, footings, and anchoring devices) 'comprise the minimum structural requirements for supporting the home to resist .the total design loads as indicated herein. Where homes are installed on permanent foundations or other alternative support systems, such methods shall meet the requirements of the local building authority and when required be certified by a registered professional engineer or architect. The tiedowns as shown in this manual are not required where a permanent or alternative support foundation system is used that has been designed to resist local wind loads, is certified by a registered professional engineer or architect, and is approved by the local authority having jurisdiction. OPEN SLATTED DECKS AT PORCHES AND RECESSED ENTRIES Where open slatted deck boards are used at recessed entries and porches, provisions must be made to ensure water is not permitted to drain into the area under the conditioned portion of the home. Any perimeter type skirting or foundation wall should be installed to follow the exterior wall of the home and permit the area beneath the porch to drain water away from the home. SITE BUILT STRUCTURES ADJACENT TO MANUFACTURED HOME It is permissible to construct a site built structure (garage, porch, awning, etc.) adjacent to the manufactured home provided the attached structure is self supported (freestanding) and does not rely on the manufactured, home for support. In addition, it is acceptable to extend the garage or porch gable fill roof framing over and onto the manufactured home roof as long as the gable.framing is designed and constructed to distribute roof loads uniformly over the manufactured home roof as shown on drawing S-55 of this manual. All site construction shall conform to local building codes and proper fire separation shall be provided where required. SITE INSTALLED GROUND MOUNTED EVAPORATIVE (SWAMP COOLERS) Ground mounted swamp coolers may be installed on site provided that the following criteria is adhered to: • The floor framing and chassis must not be cut, damaged or altered. 11 SITE INSTALLED GROUND MOUNTED EVAPORATIVE (SWAMP COOLERS) CONTINUED FROM PAGE 11.. • The main duct system supplied with the home must not be altered or tied into with the swamp cooler ducts. • The.swamp cooler ducts must be airtight as well as below the bottom board with the exception of vertical risers into registers. The bottom board must be repaired per page 7 of this installation manual where vertical risers penetrate the bottom board. • The swamp cooler must be installed per manufacturer instructions and is subject to local jurisdiction regulations. . i- BASEMENT DESIGNS It is the responsibility of the retailer and/or owner to provide a basement design that has been engineered and sealed by a professional engineer. Basement designs shall adhere to local building codes and shall be approved by the authorities having jurisdiction. The basement foundation (as designed by a registered engineer) must provide proper support for the home based on the loading and spacing requirements specified in this manual. UNDER NO CIRCUMSTANCES SHALL THE MAIN CHASSIS BEAM SUPPORTS BE SPACED MORE THAN 12' ON CENTER. GOLDEN WEST WILL NOT WARRANT AGAINST ANY PROBLEMS ASSOCIATED WITH FLOORS IF THE MAIN BEAM SUPPORTS ARE SPACED MORE THAN 12' ON CENTER. Marriage wall columns on each side of openings must be supported! according to the design load criteria shown in tables II & III in this manual. This home's electrical, mechanical and plumbing systems shall not be tapped into or altered in any way, nor shall the floor framing and chassis system be cut or altered in any way. Stair construction at basements must comply with the UBC and local codes for widths, clearances, headroom, landings, fire protection, fire separation, smoke detectors, egress requirements etc. Stairs shall be independently supported and shall not rely on the manufactured home for support. Guardrails and handrails at the basement access location shall be installed on site and shall be in accordance with the UBC and all applicable local codes. 12 INSTRUCTIONS FOR SITE INSTALLED GAS COOKING RANGE I. FACTORY PREPARATION The home manufacturer will provide a space for the future installation of a cooking range. The metal hood and cabinet protection required by 3280.204(a) of the HUD Standards and the flame spread and fire protection requirements for surfaces adjacent to the range per 3280.203 shall be installed in the factory. A gas riser will be installed at the range space and capped off to accommodate the future installation of the range. A tag shall be placed next to the riser indicating the size and maximum BTU rating of the gas line. II. SITE INSTALLATION INSTRUCTIONS The range shall be installed in the space provided in accordance with the range manufacturer's installation instructions. The BTU input requirement for the range may not exceed the rating indicated on the tag placed by the factory. After the range is installed, and with the shut-off valve open, the gas piping system shall be pressurized to 1/2 psi. (8 oz.) and the appliance connections tested for leakage using soapy water or bubble solution. 12.1 SUPPORT PLAN - SINGLE WIDE IA NOTES: 1. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: �0 jQFESSIO,ygT = CHASSIS SUPPORTS PER "TABLE I SUPPORT SCHEDULE". S��Q �SOSERyF yG�y PERIMETER SUPPORTS PER "TABLE I SUPPORT SCHEDULE".SPP 1�OFF N0. TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 0042077 Exp. 3.31-2004 CIVIL sr9Tf OF CAL O��\P 13 II' -0' TYPICAL TIEDOWN SPACING MAX. (TYP.) emF L04ASSIS _0 3 F MAIN BEAMS 24" MAX. ~ (TYPICAL) (TYP.) M OPENING TYPICAL PERIMETER SUPPORTS (NOT REQUIRED FOR 20 PSF ROOFS) PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 1) SUPPORT PLAN - SINGLE WIDE IA NOTES: 1. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: �0 jQFESSIO,ygT = CHASSIS SUPPORTS PER "TABLE I SUPPORT SCHEDULE". S��Q �SOSERyF yG�y PERIMETER SUPPORTS PER "TABLE I SUPPORT SCHEDULE".SPP 1�OFF N0. TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 0042077 Exp. 3.31-2004 CIVIL sr9Tf OF CAL O��\P 13 W-0" TYPICAL (6'-0" FOR 6/12 ROOF) TYPICAL PERIMETER SUPPORTS (NOT REQUIRED FOR 20 PSF ROOFS) PERIMETER BLOCKING REQUIRED ---y AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) - DOUBLE WIDE MAX. �a 24" MAX. (TYP.) NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: = S lo CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". Os PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. O _ RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C04 077 / m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. ®, MATING LINE BEARING WALL PIER SUPPORTS Exp. 1.3-2004 PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVIL 1 : TYPICAL TIE -DOWN PER SHEETS S-20 8 S-21 q'EOFCAUO�N\P 14 19" TYPICAL PERIMETER II' -0" TYPICAL SUPPORTS (NOT TIEDOWN SPACING REQUIRED FOR 2'-0° MAX ITYP.) 20 PSF ROOFS) L _0 3 F CHASSIS MAIN BEAMS t' (TYPICAL) i1 MATING LINE RIDGE BEAMCLEAR SPAN RIDGE BEAM CLEAR SPAN 0 X MATING LINE BEARING E X WALLS ABOVE (TYPICAL) 3 �TYP� ig .0 in MATING LINE PENING RIDGE BM. CLEAR SPAN �y PERIMETER BLOCKING REQUIRED = i AT EACH SIDE OF DOOR OR OTHER 0 X OPENINGS OVER 48" IN SIDEWALL FOR LCHASSIS ALL (SEE NOTE 3 i MAIN BEAMS ROOF LOADS. 3) t: _ (TYPICAL) RIDGE CRICKET � RIDGE SLOPE OF ROOF ROOF DIAGRAM LONGITUDINAL TAG LONGITUDINAL TAG SUPPORT PLAN - TRIPLE WIDE - LONGITUDINAL TAG UNIT IA NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: QROFESSIONq� E= CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". �� �S��P��OSEPy16 F = PERIMETER PIER SUPPORTS PER "TABLE .I SUPPORT SCHEDULE". Q o N0. RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE m C042077 - REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. _ MATING LINE BEARING WALL PIER SUPPORTS ® Exp' 3_1.204 PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVIL sjATfOFCALIFO��\P = TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 1 15 TYPICAL PERIMETER II' -0" TYPICAL I.--,2'-0" MAX. SUPPORTS (NOT TIEDOWN SPACINGTYP� REQUIRED FOR 20 PSF ROOFS) Q -- -- --- MATING LINE BEARING i WALL ABOVE (TYPICAL) CHASSIS MAIN BEAMS t (TYPICAL) ic1 MATING LINE RIDGE BEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN _p PERIMETER BLOCKING REQUIRED 3 r CHASSIS MAIN AT EACH SIDE OF DOOR OR OTHER t BEAMS (TYPICAL) OPENINGS OVER 48" IN SIDEWALL FOR �9 ALL ROOF LOADS. (SEE NOTE 3) in r, MA_TTIING� LINE _ _ OPENING —� L—� L TYPICAL AT ALL (4) CORNERS: 3 i CHASSIS MAIN I 4000' PIER/PAD • 30 PSF r 6000 PIER/PAD a 40 PSF BEAMS !TYPICAL) 6000 PIER/PAD c 60 PSF 80000 PIER/PAD a 80 PSF - (NONE REQUIRED • 20 PSF) Llw-i =IN PIERS AT EACH END OF MAIN iA 30000 PIER/PAD • 20 PSF BEAM ON TAG UNIT ONLY: I 50000 PIER/PAD • 30 PSF 50000 PIER/PAD • 20 PSF 80000 PIER/PAD • 40 PSF 25000 PIER/PAD • 30 1 40 PSF I 8000• PIER/PAD • 60 PSF RIDGE 25000 PIER/PAD • 60 4 80 PSF I 100000 PIER/PAD • 80 PSF 21'-0" MAXIMUM TAG LENGTH I I RIDGE 24" MAX. (TYP.) SLOPE OF i ROOF DIAGRAM TRANSVERSE TAG TRANSVERSE TAG I SUPPORT PLAN - TRIPLE WIDE - TRANSVERSE TAG UNIT l l NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: �� QROFESSIOpq� F = CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". S��Q SOSEPyF y�y Q� PP j1 `cF9 = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". O NO. _ RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO, 2 ABOVE c077_ m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE.`-�^�- _ ® MATING LINE BEARING WALL PIER SUPPORTS Exp. 3-31.2004 PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. IfzCIVIL a�P 1 =TYPICAL TIE -DOWN PER SHEETS S-20 8 S-21. 1t OF CAl1F0� 16 NOTE: EACH DOUBLE WIDE SECTION OF "T" MODEL MUST BE INDIVIDUALLY SUPPORTED PER THE "SUPPORT PLAN FOR DOUBLE WIDES" INSTRUCTIONS. HOWEVER, TIEDOWN ANCHORS ARE NOT REQUIRED AT THE MATING LINE BETWEEN THE TWO DOUBLE WIDE SECTIONS AS SHOWN BELOW. 2'-0" M (TYP.) TYPICAL PERIMETER SUPPORTS (NOT — REQUIRED FOR 20 PSF ROOFS) MATING LINE BEARING WALL ABOVE —� CHASSIS MAIN BEAMS (TYPICAL) UNIT WIDTH UNIT WIDTH 13'-(P" MAXIMUM 13'-6" MAXIMUM I I PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) "v H� A B r I SUPPORT PLAN - FOUR SECTION HOME - "T" MODEL I A I NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION -AND CAPACITY REQUIREMENTS. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: �Q QROFESSIOpq� F CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". ��kQ �\OSEPly yC�y AQP FF9 = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". 1�O N0. . _ RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. * A _MATING LINE BEARING WALL PIER SUPPORTS Exp. 3-31-200-44 ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVIL TYPICAL TIE -DOWN PER SHEETS S-20 8 S-21 sjATEOFCALIF 1 17 MATING LINE - --�- - J r RIDGE BM CLEAR SPAN RIDGE BM CLEAR SPAN ZZ r d) LuQ T—CHASS17MAIN BEAMS �� Z Ar (TYPICAL) Q I - U d) N d) OPENINGWo I I lu Q U DI Lu II' -0" TYPICAL p TIEDOWN SPACING OC PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) "v H� A B r I SUPPORT PLAN - FOUR SECTION HOME - "T" MODEL I A I NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION -AND CAPACITY REQUIREMENTS. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: �Q QROFESSIOpq� F CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". ��kQ �\OSEPly yC�y AQP FF9 = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". 1�O N0. . _ RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. * A _MATING LINE BEARING WALL PIER SUPPORTS Exp. 3-31-200-44 ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVIL TYPICAL TIE -DOWN PER SHEETS S-20 8 S-21 sjATEOFCALIF 1 17 TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - NO EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED BEARING SUPPORT SUPPORT CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA 4'-0" CHASSIS 1820 262 2148 310 2424 349 1000 PSF 6'-0 • CHASSIS 2730 393 3222 464 3636 524 8'-0" CHASSIS 3640 525 4296 619 4848 698 4'-0" CHASSIS 1820 175 2148 207 2424 233 1500 PSF 6'-0" CHASSIS 2730 262 3222 310 3636 349 8'-0" CHASSIS 3640 395 4296 413 4848 466 4'-0" CHASSIS 1820 144 2148 155 2424 175 2000 6'-0•. CHASSIS 2730 197 3222 232 3636 263 PSF 8'-0" CHASSIS 3640 263 4296 310 4848 349 TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - 16" EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED BEARING SUPPORT SUPPORT CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA 4'-0" CHASSIS 1980 286 2308 333 2584 372 1000 6'_0" CHASSIS 2970 428 3462 499 3876 559 PSF CHASSIS 3960 571 4616 665 5168 745 4'-0" CHASSIS 1980 190 2308 222 2584 248 1500 6'-01•CHASSIS 2970 286 3462 333 3876 372 PSF 8'-0" CHASSIS 3960 381 4616 444 5168 497 4'-0" CHASSIS 1980 144 2308 167 2584 186 2000 6'-0 • CHASSIS 2970 214 3462 250 3876 279 PSF 8'-0" CHASSIS 3960 286 4616 333 5168 372 pAOFESSIO,y41 NOTES: IOSEP/y �\�`� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C0442077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. �Il 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-312004 CIVIL srgTf OF CALIFO��\� TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - NO EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 988 143 1148 166 1280 186 CHASSIS 1548 223 1866 269 2130 308 1000 PSF 6' 0" PERIMETER 1482 214 1722 248 1920 278 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER 1976 285 2296 331 2560 370 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6' 0" PERIMETER 1482 144 1722 166 1920 185 CHASSIS 2064 198 2488 239 2840 273 8'-0" PERIMETER 1976 190 2296 220 2560 246 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 144 1866 144 2130 154 2000 PSF 6' 0" PERIMETER 1482 144 1722 144 1920 144 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER 1976 144 2296 166 2560 185 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. ?VAFESS10p9� F \S`� Q� �OSEPh,e�CyF P 10 Fy 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. NO. C042077_ C-(Q 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3. 1-2004 CIVIL srgif OF CALIECJ 19 TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - 16" EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 1200 173 1360 196 1496 216 CHASSIS 1548 223 1866 269 2130 308 1000 PSF 6'-0" PERIMETER 1800 260 2040 294 2244 323 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER 2400 346 2720 392 2992 431 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 1200 144 1360 144 1496 144 CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6'-0" PERIMETER 1800 173 2040 196 2244 216 CHASSIS 2064 198 2488 239 2840 273 PERIMETER 2400 231 2720 262 2992 288 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 1200 144 1360 144 1496 144 CHASSIS 1548 144 1866 144 2130 154 2000 PSF 6'-0" PERIMETER 1800 144 2040 147 2244 162 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER 2400 173 2720 196 2992 216 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. VQFESSIo Q�S�PQ� 50SEPyFj1yF�9 O 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. NO. * C042077/ �cJ 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. -31-2004 CIVIL sTq j f OF CALIFq���� 20 TABLE I SUPPORT SCHEDULE - 40 PSF ROOF LOAD - 16" MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING BEARING CAPACITY SUPPORT SPACING SUPPORT' LOCATION CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1242 179 1418 204 4'-0" PERIMETER 1450 209 1650 238 1817 262 1000 PSF 6' 0" CHASSIS 1548 223 1863 268 2126 306 PERIMETER 2175 313• 2475 356 2725 392 CHASSIS 2064 297 2484 358 2835 408 8'-0" PERIMETER 2899 418 3299 475 3633 523 CHASSIS 1032 144 1242 144 1418 144 4'-0" PERIMETER 1450 144 1650 158 1817 174 CHASSIS 1548 149 1863 179 2126 204 1500 . PSF 6'- 0 PERIMETER 2175 209 2475 238 2725 262 CHASSIS 2064 198 2484 238 2835 P72 8'-0" PERIMETER 2899 278 3299 317 3633 349 CHASSIS 1032 144 1242 144 1418 144 4'-0" PERIMETER 1450 144 1650 144 1817 144 CHASSIS 1548 144 1863 144 2126 153 .2000 PSF 6 -0 PERIMETER 2175 157 2475 178 2725 196 CHASSIS 2064 149 2484 179 2835 204 8'-0" PERIMETER 2899 209 3299. 238 3633 262 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. p(10FESSIO,yq� F �\S1`c.��IOSEP/yFj�yF �P �O F9 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. NO. C042077 * /� 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. �-2004 CIVIL srgTf OF CALIFO��\P 21 TABLE I SUPPORT SCHEDULE - 60 PSF ROOF LOAD - 16" MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 2016 291 2300 332 2500 360 1000 PSF 6'-0" CHASSIS 1548 223 1866 269 2130 308 PERIMETER 3024 436 3450 497 3800 548 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER 4032 581 4600 663 5000 720 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2016 194 2300 221 2500 240 1500 PSF 6'-0" CHASSIS 1548 149 1866 180 2130 205 PERIMETER 3024 291 3450 332 3800 366 CHASSIS 2064 198 2488 239 2840 273 8'-0,. PERIMETER 4032 388 4600 442 5000 480 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2016 146 2300 166 2500 180 PSF PSF 6'-0" CHASSIS 1548 144 1866 144 2130 154 PERIMETER 3024 218 3450 249 3800 274 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER 4032 291 4600 332 5000 360 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. VAoffsSIO,yq� F ���t P`� S0SEPy���yF�9 0 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. C042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. -31 -200� CIVIL sj9Tf OF CALIEO�N�P 22 TABLE I SUPPORT SCHEDULE - 80 PSF ROOF LOAD - 16" MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 2500 360 2880 415 3184 460 CHASSIS 1548 223 1866 269 2130 308 1000 PSF 0 6'-" PERIMETER 3775 554 4320 622 4776 690 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER See Note 4 -See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2500 240 2880 277 3184 306 CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6'-0" PERIMETER 3775 363 4320 415 4776 460 CHASSIS 2064 198 2488 239 2840 273 8' 0" r PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2500 180 2880 208 3184 230 CHASSIS 1548 144 1866 144 2130 154 2000 PSF 6'-0" PERIMETER 3775 272 4320 311 4776 344 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. QROFESSIOpq� F �\S�PP� SOSEPFj���yF�9 O 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. NO. * C04207� 3. THE MAXIMUM LENGTH ATO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2004 4. THE MAXIMUM PERIMETER SUPPORT SPACING = 6'-0" O/C. CIVIL SlgTf OF CALIFOR�\� 23 TABLE it RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD EXAMPLE DIAGRAM • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN W-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE II RIDGE BEAM SUPPORTS — 20 PSF ROOF LOAD I SUPPORTI SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 2500 4000 5000 6000 8000 10' WIDE MAXIMUM SPAN (FEET) REQUIRED FOAREIAG SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "C" 288 13' 0" 192 13'-0" 144 RIDGE BEAM RIDGE BEAM RIDGE BEAM 360 SUPPORT "A" SUPPORT "B" SUPPORT "C" i+1 16'-0" 180 25'-6" 576 25'-6" BEARING WALL 25'-6" SPAN FOR SUPPORT "B" 32'-0" 720 in 480 • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN W-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE II RIDGE BEAM SUPPORTS — 20 PSF ROOF LOAD I SUPPORTI SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 2500 4000 5000 6000 8000 10' WIDE MAXIMUM SPAN (FEET) REQUIRED FOAREIAG 13'-0" 288 13' 0" 192 13'-0" 144 16'-0" 360 16'-0" 240 16'-0" 180 25'-6" 576 25'-6" 384 25'-6" 288 32'-0" 720 32'-0" 480 32'-0" 360 38'-6" 864 38'-6" 576 38'-6" 432 12' WIDE MAXIMUM SPAN (FEET) REQUIRED FOAREAG 10'-6" 288 10'-6" 192 10'-6" 144 13'-0" 360 13'-0" 240 13'-0" 180 21'-6" 576 21'-6" 384 21'-6" 288 26'-6" 720 26'-6" 480 26'-6" 360 32'-0" 864 32'-0" 576 32'-0" 432 43'-0" 1152 43'-0" 768 43'-0" 576 NOTES: 1. PIER SUPPORTS ARE NOT REQUIRED UNDER BEARING WALLS AT THE MATING LINE FOR 20 PSF ROOF LOADS. 2. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 3. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 24 14' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREIA G 9'-6" 288 9'-6" 192 9'-6" 144 12'-0" 360 12'-0" 240 12'-0" 180 576 19'-0" 384 19'-0" 288 24'-0" 720 24'-0" 480 24'-0" 360 28'-6" 864 28'-6" 576 28'-6" 432 37'-6" 1152 37'-6" 768 37'-6" 576 pROFESSIO sOSEPyFFyc� O N0. C042077 Exp. 31-2 4 / �CIV— IL TF OF CAL(' I TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD I e r EXAMPLE DIAGRAM E Q SPAN FOR SUPPORT "A" 6 SPAN FOR SUPPORT "C' REQUIRED FOAREAG 9'-6" 288 9'-6" 192 9'-6" BEARING RIDGE BEAM RIDGE BEAM 360 WALL SUPPORT "A" SUPPORT "G" in tBEARIWa -mac-- - - 576 19'-6" WALL MATING R1DGE BEAM "B" LT PER LINE SUPPORT -III. 480 24'-0" �0 29'-0" SPAN FOR SUPPORT "B" in 576 29'-0" • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD I SUPPORT I SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 2000 2500 4000 5000 8000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 10' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREAG 9'-6" 288 9'-6" 192 9'-6" 144 12'-0" 360 12"-0" 240 12'-0'" 180 19'-6" 576 19'-6" 384 19'-6" 288 24'-0" 720 24'-0" 480 24'-0" 360 29'-0" 864 29'-0" 576 29'-0" 432 39'-0" 1152 39'-0" 768 39'-0" 576 12' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREIA G 288 192 144 10'-0" 360 10'-01' 240 10'-01" 180 16'-0" 576 16'-0" 384 161-01. 288 20'-0" 720 20'-0" 480 20'-0" 360 24'-0" 864 24'-0" 576 24'-0" 432 32"-0" 1152 32'-0" 768 32'-0" 576 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 25 14' WIDE MAXIMUM R (FPAN EET) F 7'-0" 7'-0" 7'-0" 9"-0" 9"-0" 9'-0" 14'-0" 14'-0" 14'-0" 17'-6" 17'-6" 17'-6" 21'-6" 21'-6" 21'-6" 28'-6" 28'-6" 28'-6" Q�10FESSIp� JOSE H NO. C 2071 Exp. -31-2 04 CIVIL if OF CAUL kREA 288 192 144 360 240 180 576 384 288 720 480 360 864 576 432 1152 768 576 1 C H 0 rL'C TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD EXAMPLE D144RAM A SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "C" E SOIL 10' WIDE BEARING MAXIMUM REQUIRED CAPACITY SPAN FOOTING (PSF) (FEET) AREA 12' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA - BEARING RIDGE BEAM RIDGE BEAM fl WALL SUPPORT "A" SUPPORT "C" 2000 1500 5'-6" 192 5'-6" 192 _M 192 4000 BEARING WALL MATING RIDGE BEAM E SUPPORT PER LIKE SUPPORT "B" 384 TABLE III. � 1000 17'-0" 864 SPAN FOR SUPPORT "B" 0 864 1500 17'-0" 576 17'-0" 576 17'-0" • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD SUPPORT CAPACITY (POUNDS) SOIL 10' WIDE BEARING MAXIMUM REQUIRED CAPACITY SPAN FOOTING (PSF) (FEET) AREA 12' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA 14' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA 1000 5'-6" 288 5'-6" 288 5'-6" 288 2000 1500 5'-6" 192 5'-6" 192 5'-6" 192 4000 1000 11'-0" 576 11'-0" 576 11'-0" 576 1500 11'-0" 384 11'-0" 384 11'-0" 384 6000 1000 17'-0" 864 17'-0" 864 17'-0" 864 1500 17'-0" 576 17'-0" 576 17'-0" 576 8000 1000 23'-0" 1152 23'-0" 1152 23'-0" 1152 1500 23'-0" 768 23'-0" 768 23'-0" 768 10000 1000 28'-6" 1440 28'-6" 1440 28'-6" 1440 1500 28'-6" 960 28'-6" 960 28'-6" 960 QST QQFESSIOpA� F NOTES: �\S1`c �� JOS E P/� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. p 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. * E■p. 3=31-2004 CIVIL slsgjfOF CAUOR�\� 0 I TABLE II RIDGE BEAM SUPPORTS — 60 PSF ROOF LOAD I 3 C a C EXAMPLE DIAGRAM • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3%0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE 0 RIDGE BEAM SUPPORTS — 60 PSF ROOF LOAD I SUPPORT I SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) alPT 4000 6000 8000 12000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 10' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREA TING 5'-4" SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "C" 192 5'-4" 144 Q 576 10'-8" 384 10'-8" 288 16'-0" BEARING RIDGE BEAM RIDGE BEAM 576 WALL SUPPORT "A" SUPPORT "C" 21'-4" 1152 21'-4" 768 21'-4" BEARING WALL MATING RIDGE BEAM 1= SUPPORT PER LINE SUPPORT "B" 26'-8" TABLE III. 32'-0" 1728 32'-0" SPAN FOR SUPPORT "B" N1 864 • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3%0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE 0 RIDGE BEAM SUPPORTS — 60 PSF ROOF LOAD I SUPPORT I SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) alPT 4000 6000 8000 12000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 10' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREA TING 5'-4" 288 5'-4" 192 5'-4" 144 10'-8" 576 10'-8" 384 10'-8" 288 16'-0" 864 16'-0" 576 16'-0" 432 21'-4" 1152 21'-4" 768 21'-4" 576 26'-8" 1440 26'-8" 960 26'-8" 720 32'-0" 1728 32'-0" 1152 32'-0" 864 12' WIDE MAXIMUM (FEEPAN T) REQUIRED FQAREAG 4'-6" 288 4'-6" 192 4'-6" 144 9'-0" 576 9'-0" 384 91-01, 288 13'-6" 864 13'-6" 576 13'-6" 432 16'-0" 1152 16'-0" 768 18'-0" 576 22'-6" 1440 22'-6" 960 22'-6" 720 27'-0" 1728 27'-0" 1152 27'-0" 864 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 27 14' WIDE MAXIMUM SPAN (FEET) REQUIRED FOOTING AREA 4'-0" 288 4'-0" 192 4'-0" 144 8'-0" 576 8'-0" 384 288 12'-0" 864 12'-0'. 576 12'-0" 432 16'-0" 1152 16'-0" 768 16'-0" 576 20'-0" 1440 20'-0" 960 20'-0" 720 24'-0" 1728 24'-0" 1152 24'-0" 864 N0. C042 * —Z)O7�* Exp. 3-31-2004 ) J, SIL YOF CAI( I TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD I C EXAMPLE DI064RAM Q SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "G" REQUIRED FOAREIAG L 576 8'-5" 384 BEARING RIDGE BEAM RIDGE BEAM 12'-8" WALL SUPPORT "A" SUPPORT "G" in 12'-8" T 17'-0" 1152 tTA5LE 768 17'-0" LL MATING RIDGE BEAM "B" iER 21'-0" LINE SUPPORT - 720 25'-4" �9 25'-4" SPAN FOR SUPPORT "B" in 864 • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN W-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE 11 RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD I SUPPORTI SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 4000 6000 8000 10000 12000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 10' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREIAG 8'-5" 576 8'-5" 384 8'-5" 288 12'-8" 864 12'-8" 576 12'-8" 432 17'-0" 1152 17'-0" 768 17'-0" 576 21'-0" 1440 21'-0" 960 21'-0" 720 25'-4" 1728 25'-4" 1152 25'-4" 864 12' WIDE MAXIMUM (FPAN EET) REQUIRED FOAREIA G 7'-0" 576 7'-0" 384 7'-0" 288 10'-8" 864 10'-8" 576 10'-8" 432 14'-0" 1152 14'-0" 768 14'-0" 576 17'-9" 1440 17'-9" 960 17'-9" 720 21'-4" 1728 21'-4" 1152 21'-4" 864 14' WIDE MAXIMUM (FEET) REQUIRED FOAREIA G 6'-3" 576 6'-3" 384 6'-3" 288 9'-4" 864 9'-4" 576 9'-4" 432 12'-6" 1152 12'-6" 768 12'-6" 576 15'-6" 1440 15'-6" 960 15'-6" 720 18'-6" 1728 18'-6" 1152 18'-6" 864 VQFESSIO,yA� F NOTES: ��`� �� DOSE 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. �� �P 10 F9 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. -31-2004 CIVIL sjATE OF CAUEO��\� 28 TABLE III — SUPPORTS AT MATING LINE BEARING WALL — 30 PSF ROOF LOAD I C 3 C f a 1=XAMPLE DIAGRAM LEGEND: ®- MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. CC - RIDGE BEAM SUPPORTS PER TABLE II. "L"= SUPPORT SPACING PER TABLE III BELOW. • MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. SUPPORTI SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 2500 4000 61616I61 6000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 TABLE II RIDGE BEAM SUPPORTS — 30 PSF ROOF LOAD I 10' WIDE SUPPORT S(FEET) INGFOREAG REQUIRED MATING LINE 288 4'-6" in 4'-6" 144 6'-0" 360 F CLEAR °+PAN CLEAR SPAN 6'-0" MATING LINE BEARING WALLS 9'-6" 576 9'-6" 384 LEGEND: ®- MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. CC - RIDGE BEAM SUPPORTS PER TABLE II. "L"= SUPPORT SPACING PER TABLE III BELOW. • MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. SUPPORTI SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 2500 4000 61616I61 6000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 1500 2000 TABLE II RIDGE BEAM SUPPORTS — 30 PSF ROOF LOAD I 10' WIDE SUPPORT S(FEET) INGFOREAG REQUIRED 4'-6" 288 4'-6" 192 4'-6" 144 6'-0" 360 6'-0" 240 6'-0" 180 9'-6" 576 9'-6" 384 9'-6" 288 12'-0" 720 12'-0" 480 12'-0" 360 14'-0" 864 14'-0" 576 14'-0" 432 12' WIDE SUPPORT SPACING FEET) REQUIRED EA FOOTING 4'-0" 288 4%0" 192 4'-0" 144 5'-0" 360 5'-0" 240 4'-6" 180 8'-0" 576 8'-0" 384 8'-0" 288 10'-0" 720 10'-0" 480 10'-0" 360 12'-0'' 864 12'-0" 576 12'-0" 432 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE. 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 29 14' WIDE SUPPORT S FEET) REQUIRED FOTING G 3'-6" 288 3'-6" 192 3'-6" 144 4'-6" 360 4'-6" 240 4'-6" 180 7'-0" 576 7'-0" 384 7'-0" 288 9'-0" 720 9'-0" 480 9'-0" 360 10'-6" 864 10'-6" 576 10'-6" 432 QFESSIpp �OSEP& NO. C042077�. _CIVIL OF CAU TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 40 PSF ROOF LOADS r_� C 7 C t 2 EXAMPLE 01044RAM LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. m = RIDGE BEAM SUPPORTS PER TABLE II. = SUPPORT SPACING PER TABLE III BELOW. • MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. TABLE Ill MATING LINE WALL SUPPORTS - 40 PSF ROOF ..L.. SOIL dL� •L.. ..L.. nL,� MATING LINE �9 BEARING R1 REQUIRED (POUNDS) i CLEAR SPAN CLEAR SPAN G MATING LINE BEARING WALLS �9 in LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. m = RIDGE BEAM SUPPORTS PER TABLE II. = SUPPORT SPACING PER TABLE III BELOW. • MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. TABLE Ill MATING LINE WALL SUPPORTS - 40 PSF ROOF SOIL 10', 12', 14' WIDE SUPPORT CAPACITY BEARING SUPPORT REQUIRED (POUNDS) CAPACITY (PSF( SPACINGFOOEIA G 1000 5'-0" 504 4000 1500 5'-0" 336 1000 7'-0" 706 5000 1500 7'-0" 470 1000 8'-0" 806 6000 1500 8'-0" 540 1000 9'-6" 960 7000 1500 9'-6" 640 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 30 jOSEPy N0. C042077 *6 Exp. 3.31.2004 CIV( OF CA TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 60 & 80 PSF ROOF LOADS I f C h 3 EXAMPLE DIAGRAM LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. CC = RIDGE BEAM SUPPORTS PER TABLE II. "L"= SUPPORT SPACING PER TABLE III BELOW. • MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE 10 RIDGE BEAM SUPPORTS — 60 PSF ROOF LOAD I SUPPORT SOIL FMATING - L INE (POUNDS) CAPACITY in (PSF) 576 L 4000 Q CLEAR SPAN CLEAR SPAN 2000 MATING LINE BEARING WALLS in LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. CC = RIDGE BEAM SUPPORTS PER TABLE II. "L"= SUPPORT SPACING PER TABLE III BELOW. • MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. I TABLE 10 RIDGE BEAM SUPPORTS — 60 PSF ROOF LOAD I SUPPORT SOIL CAPACITY BEARING (POUNDS) CAPACITY 4'-6" (PSF) 576 1000 4000 1500 288 2000 10' WIDE SUPPORT REQUIRED S FOREIAG (FEET)G 4'-6" 5'-4" 576 5'-4" 384 5'-4" 288 12' WIDE SUPPORT REQUIRED S FOREIAG FEETIG REA 4'-6" 576 4'-6" 384 4'-6" 288 14' WIDE SUPPORT REQUIRED S FO G (FEET)G REA 4'-0" 576 4'-0" 384 4%0" 288 I TABLE III RIDGE BEAM SUPPORTS — 80 PSF ROOF LOAD I SUPPORT CAPACITY (POUNDS) 4000 SOIL BEARING CAPACITY IPSF) 1000 1500 2000 10' WIDE SUPPORT REQUIRED SPG FOOTING FEET E A 4'-3" 576 4'-3" 384 4'-3" 288 12' WIDE SUPPORT REQUIRED SPACING FOOTING (FEET) I E A 3'-6" 576 3'-6" 384 3'-6" 288 14' WIDE SUPPORT REQUIRED S G FOREIAG FEET 3'-0" 576 3'-0" 384 3'-0" 288 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. ` 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 31 OOFESS/o , Q��OSEPy16 O FF NO. C042077 Exp. - 1.2 04 _CIVIL OF CAT SUPPORT PLAN - OUTSET FLOOR MATING LINE aff■moi rs� �i PROVIDE CHASSIS, PERIMETER MATING LINE AND RIDGE BEAM COLUMN PIER L SIDEWALL SUPPORTS PER STANDARD MODEL SUPPORT PERIMETER — FLOOR JOISTS PLAN - RECESSED 0 PORCH POs RECE ABOVE—SIDEL (2) Ibd TOE -NAIL r I DOSE P yM�ip F j • LEGEND: ■ = CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE'. MATING LINE TOE -NAILED BETTER NAILED - - - - TOGETHER WITH PERIMETER PIER SUPPORTS PER 'TABLE I SUPPORT Ibd NAILS AT 4. O/C rm (NO SPLITS ALLOWED) ABOVE. (MORE - SCHEDULE". (NOT REQUIRED FOR 20 PSF ROOFS) NOTES: THAN ONE POST 9" MAX ��+ PIER UNDER EACH oINSTALL PORCH POST ABOVE CAPACITIES PER PIER AT MATING LINE BEARING WALL PIER SUPPORTS ®= 3 STD. CHASSIS SITE CONDITION, THE CAPACITY LISTED ABOVE, AND THE EACH FACTORY PER 'TABLE III - SUPPORTS AT MATING LINE' SCHEDULE. F TYPICAL FLOOR- I CHASSIS MAIN BEAMS S-5 INSTALLED OUT - RIGGER 4 WHEN OUTRIGGER IS 9 3MO POLNDS MAXIMUM (TYPICAL) RIGGER 4 WHEN C CIV L OUTRIGGER 18 RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW m i4 GREATER THAN = REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. OF CALIEO 24" FROM END OF OUTSET, INSTALL OUTSET, INSTALL ROOF LOADS PIER AT EA END - �- - - - -� OF OUTSET FLOOR 20 PSF PIER AT END OF OUTSET. TYLL TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH OUTSET FLOOR AND PROVIDE CHASSIS, W - SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING RECESSED SIDEWALL PERIMETER MATING LINE AND i F 80 PSF MINIMUM PIER CAPACITIES: 12 RIDGE BEAM COLUMN PIER DATE 2-3-7 SIDEWALL SUPPORT D E T A I L ID REY6ED BY D. HOLT DATE 3-28_96 SUPPORTS PER STANDARD MODEL @'-0" MAXIMUM SUPPORT PLAN - OUTSET FLOOR MATING LINE aff■moi rs� �i PROVIDE CHASSIS, PERIMETER MATING LINE AND RIDGE BEAM COLUMN PIER L SIDEWALL SUPPORTS PER STANDARD MODEL SUPPORT PERIMETER — FLOOR JOISTS PLAN - RECESSED 0 PORCH POs RECE ABOVE—SIDEL (2) Ibd TOE -NAIL r I DOSE P yM�ip F j • •�- (2) Ibd NAILS (2) 2x6 •2 DF OR - --i TOE -NAILED BETTER NAILED (WHERE TOGETHER WITH ACCESSIBLE) Ibd NAILS AT 4. O/C rm (NO SPLITS ALLOWED) ABOVE. (MORE MIDDLE - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS NOTES: THAN ONE POST 9" MAX ��+ PIER UNDER EACH r I PORCH POST ABOVE CAPACITIES PER APPROVED TABLE AT RIGHT. FOOTNG STD. CHASSIS SITE CONDITION, THE CAPACITY LISTED ABOVE, AND THE PIER SUPPORT CORRESPONDING PAD SIZE LISTED. (BEYOND) TYPICAL FLOOR- I SUPPORT CAPACITY FOR THIS CONDITION RIGGER 4 WHEN OUTRIGGER IS Exp. 3312444 3MO POLNDS MAXIMUM 12 SUPPORT DETAIL C `f PER CAPACITY REOlIRI301134T9 FOR OUTSET FLOOR AND PORCH COLUMNS DOSE P yM�ip F j ROOF LIVE LOAD / PIER CAPACITY 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH PIER LOCATION 20 PSF 1 30 PSF 1 40 PSF 1 60 PSF 80 PSF OUTSET FLOORS 2500 tbs. 2500 tbs. --- --- --- 9 PORCH END -POST ABOVE. SIDEWALL PORCH 2000 4000 4000 6000 6000 INSTALL PIERS END- POSTS POUNDS POUNDS POUNDS POUNDS POUNDS UNDER MIDDLE POST AT PORCH SIDEWALL PORCH 2000 LB. 4000 LB. 4000 6000 6000 ABOVE. (MORE MIDDLE - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS NOTES: THAN ONE POST MAY OCCUR , ��+ DEPENDING UPON 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED THE FLOORPLAN) ABOVE, USE THE "REQUIRED FOOTING AREA" COLUMN OF CAPACITIES PER "TABLE II - RIDGE BEAM SUPPORTS' SCHEDULE, MAKING SURE TABLE AT RIGHT. TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR (BEYOND) SITE CONDITION, THE CAPACITY LISTED ABOVE, AND THE CORRESPONDING PAD SIZE LISTED. `f INSTALLED DOSE P yM�ip F j INSTALL PIERS UNDER EACH 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH 8' M``++AX 8' MAX 9 PORCH END -POST ABOVE. END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ,r O� CAPACITY PER TABLE AT RIGHT. ARE GREATER THAN X-0'. IDEWALL - PORCH JEI 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH ��+ INSTALL PIER AT EACH INDIVIDUAL FLOOR PLAN. REFER TO THE ENCLOSED STANDARD SIDEWALL —1- OUTSET LAYOUT ANDIDGE SUPPORT (BEYOND) j SIDEWALL DRAWING OR LOCATIION'CARPET AND CA ACITYBEAMD EQUI EMENTS.- TYPICAL FLOOR- I II I rTf�--STD. CHASSIS 4 MAX U II RIGGER 4 WHEN OUTRIGGER IS Exp. 3312444 INSTALLED DOSE P yM�ip F j OUTRIGGERSSQ( 9 O� N0. INSTALL PIER AT C042077 EACH FACTORY INSTALLED OUT- k rTf�--STD. CHASSIS 4 MAX U II RIGGER 4 WHEN OUTRIGGER IS Exp. 3312444 Ir PIER SUPPORT CIV L l III (BEYOND) T14AN StAtfGREATER I � (III 224" FROM END OF OF CALIEO OUTSET, INSTALL DRAWING SUPPORT PLANS ROOF LOADS PIER AT EA END - �- - - - -� OF OUTSET FLOOR 20 PSF OUTSET FLOOR AND 30 PSF 40 PSF RECESSED SIDEWALL 80 PSF 80 PSF 12 DRAWN BY D. HOLT DATE 2-3-7 S-5 SUPPORT D E T A I L ID REY6ED BY D. HOLT DATE 3-28_96 PROVIDE CHASSIS, 8'-0" MAX PERIMETER AND END PORCH MATING LINE PIER (FULL WIDTH) PROVIDE CHASSIS, 10'-0" MAX PERIMETER AND END PORCH MATING LINE PIER (FULL WIDTH) LEGEND: -CHASSIS `TABLE SUPPORTS, PER SUPPORTS PER - PIER SUPPORT PER I SUPPORT SCHEDULE". STANDARD MODEL STANDARD MODEL PERIMETER PIER SUPPORTS PER 'TABLE I SUPPORT - SCHEDULE'. (NOT REQUIRED FOR 20 PSF ROOFS) MAT®-EARING WALL PIER SUPPORTS PER IN ABLE IIG LINE III - SUPPORTS AT MATING INE" SCHEDULE. ENDWALL ENDWALL _p 3 MATING �= _p 3 MATNCsVX PIER SUPPORTS RIDGE BEAM NI m - 9 LINE PORCH/DECK ' § LINE PORC 4/DECK REFERENCE "TABLE RIDGE BEAM UPPORTS"PERTSCHEDU EW _ TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH a PROVIDE PROVIDE—' -SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING RIDGE BEAM RIDGE BEAM MINIMUM PIER CAPACITIES: COLUMN PIER COLUMN PIER Z SUPPORTS = SUPPORTS 0 PER "CARPET X PER"CARPET 3 GHAS819 MAIN LAYOUT AND 3 i CHASSIS MAIN LAYOUT AND _ BEAMS (TYPJ RIDGE BEAM�_ 8 FIELD SUP- , BEAMS (TYPJ RIDGE BEAM �D FIELD SUP- PERREOlTB FOR END PORCFE3, CORNER PORCH AND FIREPLACESPORT PIER" — - PORT PIER" ROOF LIVE LOAD / PIER CAPACITY DRAWING DRAWING ❑ 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF END PORCHES 2000 lbs. 2500 lbs. 4000 lbs. 4000 lbs. 6000 lbs. RECESSED CORNER PORCH 2000 lbs. 2500 IDS. 4000 lbs. 4000 lbs. 6000 lbs. SIDEWALL 4'-0" ENTRY 91DEWALL PROVIDE SPECIAL PIERS AND PADS PROVIDE SPECIAL PIERS AND PADS FIREPLACE 2000 lbs. 2500 IDs. 4000 lbs. 4000 lbs. 6000 IDS. AT (4) LOCATIONS OF PORCH AS SHOWN- AT ALL (4) CORNERS OF PORCH - NOTES: FOR MINIMUM CAPACITIES SEE TABLE FOR MINIMUM CAPACITIES SEE TABLE AT RIGHT OF THIS SHEET. AT RIGHT OF THIS SHEET. 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED 64 64 ABOVE, USE THE 'REQUIRED FOOTING AREA' COLUMN OF 'TABLE II - RIDGE BEAM SUPPORTS' SCHEDULE, MAKING SURE TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR SITE CONDITION, THE CAPACITY LISTED ABOVE, AND THE CORRESPONDING PAD SIZE LISTED. SUPPORT PLAN - END PORCH W/ RECESSED ENTRY A SUPPORT PLAN - END PORCH / DECK JB PROVIDE CHASSIS, NOTE: PROVIDE CHASSIS,MATING 10'-0" MAX PERIMETER AND MATING FIIiEF'LACE MAY PERIMETER AND LINE MATING LINE PIER LINE OCCUR AT ANY MATING LINE PIER 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH SUPPORTS PER ENDWALL SUPPORTS PER END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT STANDARD MODEL STD. MODEL ARE GREATER THAN 3'-0'. ENDWALL 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH ENDWALL EACH INDIVIDUAL FLOOR PLAN. REFER TO THE ENCLOSED 'CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER' PROVIDE DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. Iw - RIDGE BEAM QpOff3SI0p,, L&I- X22" TYP. COLUMN PIER SUPPORTS PER 18TYPJ TS��PP�,OSEPyFj�9 / i 1 CHASSIS MAIN FIREPLACE D RIDGE BEAM p BEAMS (TYPJ EXTENSION'4 1 L :p j ENDWALL FIELD SUP- N0. 1 =FBEAm 3 FORT PIER" 0 COy2Q77 it - Q DRAWING 3F E* 3-71-2001 ACIVIL � sl�TEOF SIDEWALL SIDEWALL CALlf� PROVIDE SPECIAL PIER AND PAD AT PROVIDE SPECIAL PIERS AND PADS DRAWING SUPPORT ROOF LOADS PSF r3O CENTER OF FIREPLACE END JOIST AS AT THE (2) PORCH LOCATIONS SHOWN PORCHES AND20 SHOUN - FOR MINIMUM CAPACITIES SEE FOR MINIMUM CAPACITIES SEE TABLE FIREPLACES PSF40 PSF TABLE UPPER RIGHT OF THIS SHEET. AT RIGHT OF THIS SHEET. PSF 80 PSF DMwR sY D, HOLT DATE 2-6-95 S_6 SUPPORT PLAN - ENDWALL FIREPLACE C SUPPORT PLAN - CORNER PORCH / DECK D REY4SE0 BY D. HOLT ogre 3-28-96 13'-` x 20'-W PORCH SUPPORT TABLE LEGEND: O 20 PSF 30 PSF PIERFOOTING PIER FOOTING ■ = CHASSIS PIER SUPPORT PER -TABLE I SUPPORT SCHEDULE`. PROVIDE CHASSIS, MATING 20'-0" MAXIMlO"1 APACIT AREA CAPACITYAREA PERIMETER PIER SUPPORTS PER `TABLE I SUPPORT SIDE COLUMN 2400 Ibs. 346 3200 tbs. 461 PERIMETER, PERIMETER AND LINE PIER LINE 10'10'-0" J MATNSUPPORTS = SCHEDULE'. (NOT REQUIRED FOR 20 PSF ROOFS) PER STAND'A'RD CENTER COLUMN 2400 tbs. 346 3200 tbs. 461 MODEL _ MATING LINE BEARING WALL PIER SUPPORTS ® "TABLE CORNER COLUMN 2400 tbs. 346 2400 tbs. 348 I � oil PER III - SUPPORTS AT MATING LINE" SCHEDULE. RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW Q 40 PSF 60 PSF _3r�, PIER FOOTING PIER FOOTING - REFERENCE 'TABLE 11 RIDGE BEAM SUPPORTS` SCHEDULE. ZCAPACITY Qa AREA CAPACITY AREA SIDE COLUMN 6000 Ibs. 864 6000 Ibs. 864 TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH a X j 3 CHASSIS MAIN " SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING Q 0 } BEAMS lTYPJ PORGN/ CENTER COLUMN 6000 Ibs. 864 6000 tbs. 864 MINIMUM PIER CAPACITIES: DEGK CORNER COLUMN 4000 tbs. 676 4000 Ibs. 676 Q ENDWALL 80 PSF O 0 Q 3 E • • PIER FOOTING CAPACIT AREA NOTES: SIDEWALL 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED SIDE COLUMN 8000 tbs. 1152 ABOVE, USE THE "REQUIRED FOOTING AREA- COLUMN OF CENTER COLUMN 8000 tbs. 1152 "SIDE COLUMN" SUPPORT "TABLE II - RIDGE BEAM SUPPORTS` SCHEDULE, MAKING SURE SIZE PER TABLE AT RIGHT TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR CORNER COLUMN 6000 tbs. 864 SITE CONDITION, THE CAPACITY LISTED ABOVE. AND THE " CENTER COLUMN" SUPPORT CORRESPONDING PAD SIZE LISTED. SIZE PER TABLE AT RIGHT NOTE: 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH "CORNER COLUMN" SUPPORT FOOTING PAD SIZES ARE SHOWN IN SQUARE INCHES END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT SIZE PER TABLE AT RIGHT ARE GREATER THAN 3`-0'. 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH 64 EACH INDIVIDUAL FLOOR PLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. SUPPORT PLAN - 1 3' - 6' X 20'-0' P O R C H JA PROVIDE CHASSIS, MATING 10'-0" MAX. PER REQUIiB"FMS AT COLUMNS FOR TRANSVERSE TAG WITH PORCH/DECK PERIMETER AND LINE ROOF LIVE LOAD / PIER CAPACITY MATING LINE PIER SUPPORTS PER ® 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF "TRIPLE WIDE - TRANSVERSE TACs ENDWALL PIER CAPACITY 2000 Ibs. 2500 Ibs. 4000 Ibs. 4000 Ibs. 6000 Ibs. UNIT" FOOTING AREA 288 360 576 576 864 SUPPORT PLAN ROOF DIAGRAM - TRANSVERSE TAG WITH PORCH/DECK QROEESSIOp� }} S1�PQ� DOSE Py F jo W Q 0 BEAMS RIDGE 4� g DPORCH/ E L ENDWALL NO. aCA20n 3 — — — — * RIDGE -- COLUMN Exlx 3 31-2001 SIDEWALL SLOPE ' , I PORCH /DECK CIVIL 1 � OF ROOF COLUMN /F OF CALIV WHEN PORCH/DECK OCCURS AT END OF THE DDAWWG SUPPORT PLANS RODE ENDS TRANSVERSE TAG, PROVIDE ADDITIONAL TRANSVERSE 20 PSF SPECIAL SUPPORTS UNDER EACH COLUMN TAG FPORCHES AT PORCH/DECK PER TABLE AT RIGHT. AND DECKS80 p� 40 PSF PSF 80 PSF DN""" By D. HOLT DALE 3-28-96 SUPPORT PLAN - TRANSVERSE T A G W I T H PORCH/DECK B REVISED BY - DATE - S_7 I�__MATING LINE PERIMETER 81DEWALL FLOOR FLOOR JOISTS CHASSIS I -BEAM OR FLOOR RIM JOIST (2) I6d TOE-NAIL—� 1 1 ADJUSTABLE NUT CONTACT PAD •�- (2) Ibd NAILS (2) 2x6 • 2 OF OR TOE -NAILED BETTER NAILED (WHERE (2) 2.6 NAILED TOGETHER WITH I6d NAILS AT 4" O/C ACCESSIBLE) APPROVED 2"RISER NOMINAL TREATED APPROVED 2" TOGETHER WITH NOMINAL TREATED Ibd NAILS AT (NO SPLITS ALLOWED) APPROVED PIER LUMBER FOOTING LUMBER FOOTING 4" O/C. (PERIMETER SUPPORT) INSET 9" 3 APPROVED METAL PAD OR 4" THICK PIER FRAME PAD OR 4" THICK APPROVED FOOTING SOLID CONCRETE SOLID CONCRETE APPROVED PAD. PAD. PIERS SUPPORT CAPACITY FOR THIS CONDITION 10 12 3000 POUNDS MAXIMUM 12 METAL PIERS JAI METAL PIERS - MULTIPLE IB INSET SUPPORTS • AT PERIMETER 1C CHASSIS GAP BETWEEN TOP OF PIER AND MAIN FRAME MAY BE A WOOD PLATE (NOT CHASSIS OR ��R EXCEEDING 2" IN THICIQJESS) AND 4" WIDE x b" LONG x 1" THICK MINIMUM I -BEAM OR NOTESe RIM JOIST WOOD SHIMS (WEDGES), FITTED AND DRIVEN TIGHT BETWEEN WOOD PLATE FLOOR RIM OR PIER AND MAIN FRAME. 2" OR 4" SOLID CONC. BLOCK MAY FILL THE JOIST 1. ALL PIERS AND FOOTINGS SHALL BE APPROVED FOR THEIR REMAINDER OF THE GAP. INTENDED USE BY THE AUTHORITY HAVING JURISDICTION. J PIER CAP: 2x8xi6" WOOD (2 LAYERS PIER GAP- 4"x 16"x 16" = 2. A MINIMUM GROUND CLEARANCE OF 12' SHALL BE MAINTAINED � MAX), OR 4x8x16" SOLID CONCRETE, SOLID CONCRETE BLOCK BENEATH THE LOWEST MEMBER OF THE CHASSIS fl -BEAM). 15 OR COMBINATION OF BOTH. OR EQUIVALENT. � N - STANDARD OPEN OR CLOSED CELL 6 'fl 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR -FOOTING PADS DOUBLE CONCRETE BLOCKS 0 8"x 8"x I6" CONCRETE BLOCKS WITH .0 O a SHALL BE 2.5:1 . M (SOLID OR CELLED) WITH CELLS PLACED VERTICALLY. THE z 7 I BLOCKS INTERLOCKED AND BLOCKS SHALL BE INSTALLED W/ 16" 4. ALL FOOTINGS (PADS OR MAY BE PLACED DIRECT - CAPPED AS SPECIFIED ACE' W ERE LY ON THE GROUND SURFACE' WHERE ALLOWED BY THE LOCAL _ � DIMENSION PERPENDICULAR TO • � O � ABOVE. O JURISDICTION,' PROVIDED THE SOIL IS FIRM AND UNDISTURBED, z I -BEAMS OR ALTERNATE DIRECTION m z OF EACH OR COMPACTED FILL, FREE OF GRASS AND ORGANIC MATERIAL. COURSE. FOOTING: I6"x 16"x 4" SOLID Z w w W 5. PIER HEIGHT JiILL APPROVED 2" CONCRETE OR OTHER PRODUCT MAY BE 36" MAXIMUM AS MEASURED FROM THE NOMINAL TREATED APPROVED FOR THE PURPOSE. TOP OF THE FOOTING TO THE BOTTOM OF THE I BEAM UNDER LUMBER FOOTING ALTERNATE: (2) 8"x I6"x 4" Iu THE MAIN FRAME, AND 48- MAXIMUM TO THE BOTTOM OF THE PAD OR 4" THICK SOLID GONG. BLOCKS W/ JOINT m LFINISH PERIMETER OR CENTERLINE FLOOR RIM JOIST. GRADE SOLID CONCRETE PAD. BETWEEN BLOCKS PARALLEL 6. WHEN MORE THAN ONE-FOURTH OF THE AREA OF THE MANU- TO THE STEEL I -BEAM FRAME. FINISH GRADE 12 FACTURED HOME IS INSTALLED SO THAT THE BOTTOM OF THE FRAME MEMBERS ARE MORE THAN 3 FEET ABOVE GROUND LEVEL, THE FOUNDATION SYSTEM SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AND THE CONCRETE BLOCK PIERSMAIN D WHEN A PIER IS FOUNDED ON TWO OR MORE FOOTING PADS AND THE LENGTH OF THE PIER BASE IS LESS THAN THE WIDTH OF THE INSTALLATION SHALL BE APPROVED BY THE LOCAL AUTHORITY CHASSIS I -BEAM ORMULTIPLE 6n x 16n MINIMUM CONT. PAD, A LOAD DISTRIBUTING ELEMENT IS REQUIRED HAVING JURISDICTION. FLOOR RIM JOIST. CONCRETE FOOTING AND SHALL BE APPROVED 2 x TREATED LUMBER OR OTHER FULL LENGTH OF THE APPROVED MATERIAL W/ WIDTH AT LEAST EQUAL TO THE WIDTH I -BEAM OR RIM JOIST. OF THE PIER AND LENGTH AT LEAST EQUAL TO THE WIDTH OF THE QPOFESSIO I 1 ALTERNATE: FOOTINGS / 11 MULTIPLE PADS. CONCRETE ♦`��0 SOSEPF/ APPROVED CONCRETE U ' MAT BE INSTALLED 1 11 BLOCK �S Q� I& `'�Q BLOCK OR METAL PIER PERPENDICULAR TO (OR METAL PIER) I0 INDIVIDUAL OR COM- / 1 CHASSIS I -BEAM AT LOADS '; NO. B1NED PIER / \II NO MORE THAN 8'-0" 6 = _ = d •' O/C, WITH FOOTING _ CQg2077 --j—/) * LENGTH EQUAL TO m HOME WIDTH. E"�•�1•tuGA o' Y CIVIL � NOTE: FINISH GRADE 1:7 Of CALIFO WHERE REQUIRED BY 0011111 A LOCAL AUTHORITY, (2) • 4 CONTINUOUS EXTEND FOOTING 719-111.7, AWINGROOF SET-UP INSTRUCTIONS' LOADS 20 PSF 30 PSF 40 PSF 60 PSF REBAR LAPPED BELOW FROST LINE 12" MINIMUM APPROVED PIER AND FOOTING FOOTING SUPPORT DETAILS 80 PSF 12 10 DRAWN BY, D. HOLT DATE: I -I2-95 C-8 CONTINUOUS FOOTINGS E SINGLE PER ON MULTIPLE PAD F REYLSED BY: - DATE: - (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES 3" MIN LAG SCREW CLUSTER TABLE I APPROVED EQUAL FIELD FIELD INSTALLED W/ (2) INSTALLED, EXTENDING 6" 12 GA x 1 1/4" ROOFING MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE CLUSTER MAXIMUM SPAN OR ADJACENT SPAN 20 P.S.F. 30 P.S.F. OF UNIT C C PATTERN LAST COURSE OF _ X 1 FACTORY INSTALLED SHINGLES FIELD L SHINGLES INSTALLED W/(4) _ SCREW 5'-0` 3'-6' 12 GA x 11/4" ROOF `r NAILS AT EA 2 SCREWS 10'-0" 7'-0' SHINGLE. 4 SCREWS 20'-0" 14'-0" (2) LAYERS 15• FELT AFTER RIDGE BEAM 6 SCREWS 30'-0' 21'-0' OR APPROVED EQUAL BOLTING, ATTACH 3/8"x FACTORY INSTALLED b" (MIN) PLYWOOD 3/8" DIA x 5" 8 SCREWS 40'-0' 28'-0` I!1" o BOLTS W/ WASHERS CLOSURE STRIP WITH bd NAILS AT 6" O/C TO LAG SCREW 10 SCREWS 50'-0' 35'-0" 2" MIN. FROM TOP OF DCsE BEAM AND (2) rod RIDGE BEAM. FOR RILS TO EACH RAFTER, SPACING AND BOLT 1 OR COVER 5" o ACCESS CLUSTER REQUIRED OVER «iicc LAG SCREW SPACINGS: 1. LAG SCREW CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS SEE HOLES WITH 30 GA 30' O/C - 20 P.S.F. SUPPORT POSTS ARE ON ONE SIDE OF t . � GALVANIZED METAL. 12 20" O/C - 30 P.S.F. 2. LAG SCREW SPACING IN CLUSTER TO BE 2' TO 4' O/C RIDGE CLOSE - UP DETAIL - 3.12 ROOF A ALTERNATE RIDGE BEAM LAG SCREW DETAIL - 20 P.S.F. AND 30 P.S.F. ONLY B RIDGE FIELD INSTALL 1/2"o BOLTS WITH WASHERS BOLT CLUSTER TABLE 1 I BEAM AT 48" O/C • 20 PSF ROOF OR 32"O/C RIDGE CLUSTER MAXIMUM SPAN OR ADJACENT SPAN • 30 PSF ROOF OR 24" O/C * 40 PSF BEAM ROOF OR 16" O/C 60/80 PSF ROOFS 20 P.S.F. 30 P.S.F. 40 P.S.F. 60 P.S.F. 80 P.S.F. PATTERN •0 0 0 Q WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF �2" TO -t ONLY, A BOLT CLUSTER IS 1 BOLT 12'-9" 8'-10" 5'-0" 5'-0" 3'-10" 4" O/C REQUIRED AS SHOWN. FOR 2 BOLTS 25'-6" 17'- 8' 9'-11" 9'-11" 7'-9` ^' QUANTITY OF BOLTS, SEE TABLE 11 AT RIGHT. 3 BOLTS 38'-3' 26'- 7" --- --- --- 4 BOLTS --- 35'- 5' 19'-10" 19'-10" 15'-6' IT' 11 LONGITUDINAL OR TRANSVERSE 11 II 6 BOLTS --- --- 29'-8" 29'-8' 23'-3' RIDGE BEAM SUPPORT POSTS 8 BOLTS --- --- 39'-7` 39'-7' 31'-0' TYPICAL WALL STUDS I� NOTE: II 1. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF t . �—TYPICAL FLOOR 2. BOLTS SHALL BE 1/2" (MIN.) WITH WASHERS AT EACH END. 24 RIDGE BEAM BOLMG DETAIL C SEAL JOINT FOR ENTIRE LENGTH NOTES: AT FLOOR TO FLOOR CONNECTION DECKING WITH EXTERIOR GRADE CAULKING 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE QAOFFSSIppA/ OR EQUAL TO PROHIBIT AIR FLOOR MANUFACTURER. ���� �0$EP// FSC, AND WATER INFILTRATION 2. AS AN ALTERNATE TO ROOFING NAILS, 1"x1'x16 GA. STAPLES �S F y MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES O AND RIDGE SHINGLES. N0. C7 3. ALL BOLTS 8 LAG SCREWS SHALL CONFORM TO ASTM SPEC. A-307 OR EQUAL. Exp. 3-31.2004 4. FOR ELECTRICAL GROUNDING BETWEEN SECTIONS. USE STAR .- WASHERS AT BOTH ENDS OF THE 1/2" BOLT ON AT LEAST CIVIL (jFOFCALIFOR��� ONE OF THE BOLTS BETWEEN EACH CONNECTED SECTION. OUTRIGGERSI!2"0 BOLTS THROUGH MATING ANGLES AT 5. LAG SCREWS OR BOLTS IN A CLUSTER PATTERN MAY BE ALTERNATE: ENDS OF OUTRIGGERS SPACED UP TO 6' O/C PROVIDED THAT 2" O/C TO 4" O/C DflANNG q AU FOR ALTERNATE FLOOR GONNECTfI�N W/ WASHERS. IEEE AVERAGE SPACING IS MAINTAINED THROUGHOUT THE CLUSTER. 'SET-UP INSTRUCTIONS' 20 PSF 60 PSF USING LAG SCREWS SEE DETAIL Z A 1 NOTE •4 AT RIGHT) FLOOR AND ROOF DETAILS 30 PSF 140 80 PSF 8"I1v� jj CLOSE-UP PSF 2 DRAWN e. D. HOLT ogre 12-20-94 S-10 FLOOR CONFECTION D .w, 7/16' APA RATED 24/16 SHEATHING (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES SHIPPED LOOSE, INSTALLED WITH LONG STANDARD TAG APPROVED EQUAL FIELD INSTALLED, EXTENDING FIELD 114STALLED W/ (2) 12 GA, 1 1/4" ROOFING' DIMENSION PERPENDICULAR TO BLOCKING W/ 6d NAILS O 6" O/C 'B' UNIT 'C' UNIT 6" x MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE FIELD BOLTING QUANTITIES PER OF UNIT CENTERLINE -10 LAST COURSE OF SHINGLES FIELD INSTALLED W/ (4) 12 ROOF SHEATHING 2 x BLOCKING NA NAILS AT EACH SHINGLE X 1 1/4" ROOFING GABLE TRUSS (FACTORY INSTALLED) FACTORY INSTALLED SHINGLES MAX (2) LAYERS 15 AFTER RIDGE BEAM OR APPROVED EQUAL BOLTING, ATTACH 3/8"x R TYPICAL TAG UNIT TRUSSES FACTORY INSTALLED 12" (MIN) PLYWOOD - AT 16" OR 24" O/C CLOSURE STRIP WITH 8d NAILS AT 6" O/ 6d NAILS AT 6" 0/C TO TAG UNIT MATING WALL 2x3 RAFTER RAIL AND (2) 2x3 RAFTER RAILS (2) 6d NAILS TO EACH RAFTER. RIDGE BEAM TYPICAL ROOF TRUSS 1 �2" DIA BOLTS W/ WASHERS I ' 2 MIN. FROM TOP OF RIDGE BEAM OR 3/8" LAG SCREWS. FOR SPACING AND BOLT CLUSTERS REQUIRED ,OVER SUPPORT POSTS SEE 5-10 121 12 RIDGE CLOSE - UP „DETAL - 4:12 ROOF A I SECTION - TRANSITION FROM -B' TO -C B STANDARD TAG NOTES; ,7/16" APA RATED 24/16 SHEATHING 'B' UNIT 'C' UNIT SHIPPED LOOSE,` INSTALLED WITH LONG 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE DIMENSION PERPENDICULAR TO MATING MANUFACTURER. LINE W/ 6d NAILS O 6" O/C FACTORY INSTALLED 2. AS AN ALTERNATE TO ROOFING NAILS, 1'x1'x16 GA. STAPLES TEMPORARY WEATHER MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES ' PROOFING MTL FOR AND RIDGE SHINGLES. PROTECTION DURING 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC. TRANSIT & STORAGE A-307 OR EQUAL. MAX tofESSIO S0 E P/t fyc� FloyF� � NO. X017 CIVIL ��FOF CALit') ,. ORAWIXG"SET INSTRUCTIONS" R F 20 PSF LOADS - 80 PSF ROOF 80 PSF CLOSE-UP DETAILS FSF DRAWN Br D. HOLT DATE 3-29-96 REVRO By T. MCGUIRE S-�� 12 ALTERNATE CLOSE-UP DETAIL (TYPICAL TO DETAIL 'B' EXCEPT AS NOTED) C DATE 2-2-00 MARRIACsE LINE GENERAL NOTES FLOOR DECKING 1. THESE INSTRUCTIONS SHALL BE FOLLOWED FOR FLOOR CONNECTION AND ELECTRICAL GROUNDING ACROSS 2 x 6 RIM JOIST MATING LINES WHEN CHASSIS MATING ANGLES ARE NOT FACTORY INSTALLED. FLOOR SEALER TO PREVENT INFILTRATION 2. WHERE MATING ANGLES ARE INSTALLED ON ANY TWO OUTRIGGERS THAT ARE ALIGNED ACROSS CENTERLINE, IT IS PERMISSABLE TO GROUND THE CHASSIS IN ACCORDANCE WITH 'SHEET S-10` DETAIL "D" AND `SHEET S-10. GENERAL NOTE NO. 4'. a 50TTOM BOARD - PATCH W/ VINYL TAPE AT LAG SCREWS 3/8" x 5" MIN. LAG SCREWS A I6"O/C (ALTERNATE SIDES AS SHOWN) TYPICAL OUTRIGGER (MATING ANGLES NOT REQUIRED) 4 FLOOR CONNECTION REQUIRED AT EACH MATING LINE JA MARRIAGE LINE FLOOR DECKING 2 x 6 RIM JOIST govESS10p� SOSEPyFFy�y ,5�S1rcQ 4y �QQ ZI0 N0. C042077 I Exp CIVIL TE i OF CAl1FORN\� SOLDERLESS LUG. FOR ALTERNATE GROUNDING DRAWING ROOF LOADS I '8 BARE COPPER WIRE NCONNE TION, SEE GENERAL WIRE FLOOR CONNECTION 20 PSF 30 PSF TYPICAL OUTRIGGER 4 DRAWN BY G. BUE oArF 3-28-96 S-12 GROUND CONNECTION REQUIRED AT EACH MATING LINE B FACTORY FACTORY k FLOOR NOTE•IP INSTALLED INSTALLED NO TOOLS SHALL BE OPTIONAL QUICK WATER LINES WATER LINES USED ON THE QUICK DISCONNECT FLOOR FLOOR DISCONNECT DEVICE. 171:3 DEVICE tP MATING MATING JOINT JOINT (SUPPLY) SHUTOFF GAS CONNECTOR WATER CROSSOVER FLEX SUPPLIED BY FLEXIBLE PLASTIC WATER CONNECTOR SUPPLIED BY VALVE, MANUFACTURER PIPING CONNECTED DIRECTLY THE MANUFACTURER (MUST NOT REQUIRED THROUGH SWIVEL CONNECTOR BE LISTED FOR EXTERIOR WHEN QUICK REMOVE DUST AND COUPLING USE) DISCONNECT GAPS BEFORE 6 6 IS USED CONNECTING 6 WATER LINE CROSSOVER A ALTERNATE WATER LINE CROSSOVER IB GAS LINE CROSSOVER 1C COUPLING WITH ,j NOTE: NOTE: DRAIN LINE TUB OR TUB/SHOWER ADJUSTABLE F DRAIN LINE TEST TO BE TEST TO BE CONDUCTED SCREW CLAMP FLOOR CONDUCTED AFTER ASSEMBLY AFTER ASSEMBLY. STRAINER AND ALTERNATE: PER NOTE • 6 BELOW. SWIVEL ADAPTER ABS COUPLING W/ I COLORS INTERIOR PARTITION APPROVED SOLVENT ,,,pppppp,,,III MUST MATCH COUPLING WITH ADJUSTABLE SCREW CLAMPS FLOOR zt STUBBED ADJUST FALL TO 1/4" PER FOOT 11/7" VENT LINE MIN. (1/8" PER FOOT IF THERE IS A CLEANOUT AT UPPER END OF LOOSE SECTION) DRAIN SECTION OUTLET (ONE ONLY) SANITARY TEE I I COUPLING WITH ADJUSTABLE VED Iii" OR 2" PIPE I I I COUPLINGS SCREW CLAMPS I TO MAIN DRAIN ,�. 115" PIPE STUBBED LINE COLORS MUST MATCH LOOSE DRAIN SECTION DRAIN LINE 'P'- TRAP SEE "NOTES FOR DETACHED DRAIN ASSEMBLY" BELOW THE P-TRAP COVER W/ INSULATION W/ UNION 6 8 SHALL BE SHIPPED LOOSE 8 DRAIN LINE CROSSOVER D TYPICAL DETACHED DRAIN ASSEMBLY JE FIELD INSTALLED "P - TRAP" IF NOTES FOR DETACHED DRAIN ASSEMBLY - DETAIL "E" FACTORY INSTALLED 1. ABS PLASTIC PIPE FITTINGS AND JOINTS: USE SOLVENT 5. SUPPORT DRAIN LINE(S) BY FACTORY INSTALLED PLUMBERS TAPE 1/2" MIN CPUC CEMENT SPECIFICALLY MANUFACTURED FOR USE IN ABS OR PLASTIC STRAPS AT 48" O/C MAX. WRAP LOOSE END OF PIPE 8 ELBOWS PLASTIC PIPE CONNECTIONS. APPLY IN ACCORDANCE WITH STRAP AROUND PIPE AND NAIL TO FLOOR JOIST OR FASTEN TO EACH SIDE OF MANUFACTURERS INSTRUCTIONS. SOLVENT SHALL COMPLY CHASSIS WITH SELF-TAPPING SCREW. ASSURE PROPER SLOPE MATING LINE. WITH ASTM D 2235-81 OR NSF-14.1985. (FALL) TOWARD OUTLET OF 1/4" PER FOOT MIN. OR 1/8" MIN. PER FOOT WHERE FACTORY INSTALLED CLEANOUT IS 2. ALL JOINTS AND CONNECTIONS SHALL BE CORRECTLY PROVIDED AT UPPER END OF DRAIN LINE. ASSEMBLED FOR TIGHTNESS. PLASTIC PIPE SHALL BE INSERTED TO THE FULL DEPTH OF THE SOCKETS OF 6. PERFORM DRAIN LINE "FLOOD LEVEL TEST" AFTER ASSEMBLY SHIP LOOSE, SITE INSTALLED CPUC EACH FITTING. ACCORDING TO THE FOLLOWING PROCEDURE: CROSSOVER PIPE WITH 2 ELBOWS, ' THE MANUFACTURED HOME SHALL BE IN A LEVEL POSITION, ALL SIZED TO MATCH FACTORY PIPE SIZES. 3. THE DRAIN OUTLET MUST BE PROVIDED WITH A MINIMUM FIXTURES SHALL BE CONNECTED, AND THE ENTIRE SYSTEM PIPE SHALL BE INSERTED TO FULL DEPTH CLEARANCE OF 3" IN ANY DIRECTION FROM ALL PARTS OF SHALL BE FILLED WITH WATER TO THE RIM OF THE TOILET OF EACH FITTING. USE SOLVENT CEMENT THE STRUCTURE OR APPURTENANCES AND WITH NOT LESS BOWL. (TUB 8 SHOWER DRAINS SHALL BE PLUGGED). AFTER ALL APPROVED FOR CPVC FITTINGS. THAN 18" UNRESTRICTED CLEARANCE DIRECTLY IN FRONT TRAPPED AIR HAS BEEN RELEASED, THE TEST SHALL BE ALT. WATER CROSSOVER -CPUC G OF THE DRAIN OUTLET. SUSTAINED FOR NOT LESS THAN 15 MINUTES WITHOUT EVIDENCE DRAWWG OF LEAKS. THEN THE SYSTEM SHALL BE UNPLUGGED AND 4. CLEANOUTS SHALL BE ACCESSIBLE THROUGH AN EMPTIED. THE WASTE PIPING ABOVE THE LEVEL OF THE TOILET "SET-UP INSTRUCTIONS" UNOBSTRUCTED MINIMUM CLEARANCE OF 12" DIRECTLY IN BOWL SHALL THEN BE TESTED AND SHOW NO INDICATION OF PLUMBING FRONT OF THE OPENING. LEAKAGE WHEN THE HIGH FIXTURES ARE FILLED WITH WATER 8 EMPTIED SIMULTANIOUSLY TO OBTAIN THE MAXIMUM POSSIBLE DRAWN BY DAll REVISED FLOW IN THE DRAIN PIPING. D. HOLT 12-15-94 I- I S-13 I ti TYPICAL GROMMET FLOOR INSULATION (FACT. INSTALLED CONNECTION FURNACE TYP. 4" x 10" ADJUSTABLE REGISTER (FACTORY INSTALLED) TYP. 10" OR 12" COLLAR FACTORY INSTALLED OPTIONAL FLEX DUCT FOR TAG UNIT FIELD INSTALLED IN WHERE REQUIRED MIXING BOX PER DET, 4" MIN. GROUND CLEARANCE (FIELD INSTALLED) 5.14V (ALTCROSSOVER DUCT 10"m OR 12"m FLEX DUCT MAY: REST ON CONT. P.T. OR ALTERNATE: SHIPPED LOOSE AND FIELD FOUNDATION REDWOOD) AIR SUPPLY PER DET. INSTALLED (R-4 MIN.., TTP.) (FIELD INSTALLED) lu 16 FLEX HEAT DUCT CROSSOVER - DOWNFLOW FURNACE JA STANDARD HEAT DUCT .016 MIN. GALv. OR ALUM. FACTORY INSTALLED MIXING BOX INSULATED W/ R-4 MIN. FLOOR �� ` ti NEAT REGISTER - ONE ONLY — w FACTORY INSTALLED 1 FURNACE / ATTACH FLEX DUCTS TO DUCT MATERIAL (2) 10"0 OR 12"o COLLARS SEALED FACTORY INSTALLED (ONE EACH SIDE) W/ TYP. COMBUSTION COLLARS. ATTACH OTHER OR ELECTRIC END OF FLEX DUCT TO TYP. HEAT DUCT PER FACTORY 5.14 INSTALLED - 12 14"0 COLLAR FOR — 6"m COLLAR MIXING BOX DETAIL D CROSSOVER DUCT FACTORY _ INSTALLED 14"41 FLEX DUCT REVISIONS No REVISED BY DATE SHIPPED LOOSE AND FIELD INSTALLED. (TO BE SUPPORTED FROM EVERY GROM (VO-FLEX DUCT MET W/ BAILEY WIRE) LISTED MIN. R-4 L15 SHIPPED LOOSE, 14" x 10" x 10" OR la" x 12" x 12" FIELD INSTALLED 'Y' GALVINIZED 4 INSULATED W/ R-4 MIN. SHIPPED LOOSE AND FIELD INSTALLED. 10"m OR 12"0 FLEX DUCT SHIPPED L005E AND FIELD INSTALLED. DRAWING 'SET-UP INSTRUCTIONS' MECHANICAL 16 16 DRAWN BY D. HOLT DATE 12-20-94 S-14 ALTERNATE AIR SUPPLY METHOD B OPTION REMOTE REGISTER C TO CIRCUITS TO N CIRCUITS G JUNC BO} JUNCTION BOX P P N N G � G P N G CROSSOVER FOR ONE CIRCUIT J. Ff I �G CROSSOVER FOR TWO CIRCUITS ELECTRICAL AND WIRING DIAGRAMS FOR CROSSOVER P'1 II I II II I�I LISTED COMBINATION I I METERBASE DISTRIBUTION I-1 PANEL, JA002 OW OR APPROVED EQUAL MAIN HOT WIRES SERVICE ENTRANCE 'CONDUCTORS - SIZE PER LOCAL CODES GROUND / NEUTRAL BAR JUNCTION BOX WITH METAL COVER PLATE FACTORY INSTALLED — FLOOR FLEX CONNECTOR, LOCK NUT AND — PLASTIC BUSHING FLEX ELECTRICAL CONDUIT WIRED ANC SPLICED PER DIA- GRAMS AT LEFT. MAIN PANEL TO DISTRIBUTION PANEL I I r _ JUNCTION BOX J -BOX SIZING: 100 AMP-4""x10"x10" 200 AMP-4x1WxQ" SPLICES TO BE MADE W/ APPROVED CONNECTORS. FLEX ELECTRICAL CONDUIT TO PARK PANEL BOX. SPLICE CONNECTORS REQUIRED FOR 100 AMP SERVICE AND S LARGER FOR 50 AMP SERVICE, A PLUG-IN CORD IS PROVIDED A ELECTRICAL FEEDER ASSEMBLY B GENERAL NOTES: 1. WARNING:` DO NOT PROVIDE ELECTRICAL POWER UNTIL THE GROUNDING ELECTRODE SYSTEM IS INSTALLED 8 CONNECTED. 2.' ONE APPROVED GROUNDING ELECTRODE SYSTEM IS AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE. LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, CONSISTING OF AT LEAST 20 FEET OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICALLY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2" DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF'BARE COPPER CONDUCTOR NOT SMALLER THAN NUMBER 4 OR OTHER APPROVED GROUNDING SYSTEMS PER 250-81 AND 250-83 OF THE NEC. 3. MAIN PANEL WITH METER BOX SHALL NOT BE INSTALLED ON HOMES WITH METAL SIDING. a UNDERGROUND CONDUIT TO BE RIGID.STEEL 2" NON-METALIC REVISIONS OR OTHERWISE CONFORM CONDUIT RACEWAY NO. REVISED BY DATE TO LOCAL CODES AND REQUIREMENTS GROUND WIRE I M. EZZO 3/1/95 M. EZZ0 11/21/96 FIELD INSTALLED GROUNDING ELECTRODE CONDUCTOR FROM SERVICE EQUIPMENT TO GROUNDING ELECTRODE SYSTEM. WIRE SIZE PER THE FOLLOWING: SERVICE: 100 AMP - • 6 COPPER 125 AMP - • 4 COPPER 150 AMP - • 4 COPPER 200 AMP - • 4 COPPER ELECTRICAL MAIN PANEL CONNECTIONS R CONNECTING CONDUIT FROM METER BASE TO BE INSTALLED ON SITE "SET-UP INSTRUCTIONS' ELECTRICAL 8 8 DRAWN BY DATE S-�5 0 MAIN PANEL ASSEMBLY D D. HOLT 12-16-9 1 4 I" FACTORY INSTALLED HARDBOARD OR PLYWOOD SIDING 1 FIELD INSTALL FIELD INSTALLED 1• FIELD INSTALL 1 12" LENGTH OF WOOD BATTEN WITH 1 MINIMUM 2" LAP SIDING NAILS AT 12" O/C 18d WIDE BATTEN I OVER Is. INTER- CUT FROM SAME I LOCKING WITH CAULK OR SEAL AT 1 MATERIAL AS HORIZONTAL I SIDING UNDER- EDGES (TYPICAL) FACTORY I' SIDING. ATTACH LAP SIDING I NEATH. INSTALLED I WITH bd NAILS (FACTORY FACTORY INSTALLED HARDBOARDAT 6" O/C EACH INSTALLED) I HARDBOARD OR OR PLYWOOD SIDING 94 SIDE OF G. 44 PLYWOOD SIDING 121 MIN. MIN. 12 8 ENDWALL CLOSE-UP DETAIL - HARDBOARD JAI ENDWALL CLOSE-UP DETAIL - LAP SIDING IB INSIDE CORNER CLOSE-UP 1C NOTES; 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE TYPICAL RIDGE BEAM EXPOSED TO WEATHER SHALL BE ZINC COATED BY TRUSSES (WITHOUT NOTCH HOT-DIP GALVANIZED ZINC. MECHANICALLY DEPOSITED FOR OVERHANCs) ZINC OR ELECTRODE POSITED ZINC. FASTENERS MANU- FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER FASCIA SPLICE NON-FERROUS ALLOYS EXPOSED TO THE WEATHER DO FIELD APPLIEJ2, NOT REQUIRE PROTECTIVE COATINGS. PER DETAIL /vE l S-* 2. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE 2X6 OUTLOOKERS MANUFACTURER. ENDWALL EXTENDED 32" MM BELOW IN FROM ENDWALL. — — — — — INSTALLED) x(FACTORY FASCIA 1 v i FACTORY METALLED 9"9" FACTORY INSTALLED OUTLOOKER SPACING HAx MAX'OUTLOOKER SPACING I6 FASCIA SPUCE AT RIDGE D Ix3x'l" SPLICETo pROffSSION� ELD TO�QQ� FASCIA DOSE WITH (pd \S1D 10 Fy NAILS MIK E �P SIDE OF SPL N0. *(4 Exp. 3-31-2004 CIVIL �IAI f OF CAlIf0\� CIA OR onAwp,c "SET-UP INSTRUCTIONS" Ix4 RAFTER RAIL (UNDER HARDBOARD WALL & ROOF CLOSE-UP DETALS FASCIA) 6 DNAWN BY DATE D. HOLT 12-21-54 S-�6 ENDWALL FASCIA SPLICE AT R®GE E EXTERIOR WALL FRAMING ' TYPICAL WALL FACTORY INSTALLED _ = it = _ FRAMING W/ STUDS BELT RAIL HARDBOARD SIDING TYPICAL TOP PLATE ._J II II II OPENING N AT 16 O/C I WALL FOR FIELD V— CAULKING TYP. STUDS AT I I I I INSTALLATION Ib" O/C I II OF ELECTRICAL 1 , FIELD INSTALLED I II tl METER BASE, 11 ETC REMOVE FACTORY HARDBOARD BATT ENTIRE VOID AREAS TO BE FILLED W/ MIK R-19 ... I I I II 11 INSTALLED POLY- ETHYLENE SHEATHING "Z" OR "H" FLASHING INSULATION. I II II O I II II FIELD INSTALLED g-11 HARDBOARD SIDING W/ I 11 Ali bd CORROSIVE RE-ENTIRE OPENNCs SHALL II I 6 CAULKING FLOOR JOISTS T NAILS AT O/C BE COVERED W/ POLY- EDGESAND FIELD.. EDGES ETHYLENE SHEATHING I II II FIELD INSTALLED HARDBOARD DURING TRANSIT AND I II II SIDING W/ bd CORROSIVE 1y FIELD INSTALLED H REMOVED PRIOR TO I II I I L _ - ll _ _ J RESISTANT NAILS AT 6" O/C ' FIELD INSTALL SKIRTING (MAY BE ATTACHMENT OF TYP. BOTTOM EDGES AND FIELD. HARDBOARD ONE PIECE) HARDBOARD. PLATE BATTS 8 24. 8 WALL CLOSE - UP JA WALL OPENNG JB D E T A I L 1C TYR STUDS TYP. TOP PLATE AT I6" O/C -� ----m--- -_T_ FACTORY INSTALLED EXTERIOR SIDIN G EXTERIOR NOTES: II III TYP. BLOCKING AT ALL ENDWALL 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE II III II III II GYPSUM BOARD JOINTS II Tl P' STUDS CLOSE-UP EXPOSED TO WEATHER SHALL BE ZINC COATED BY _ II =ylr- II FIELD INSTALL SAW GYP.. AT 16" O/C HOT-DIP GALVANIZED ZINC, MECHANICALLY DEPOSITED ZINC OR ELECTRODEPOSITED ZINC. FASTENERS MANU- F I III II III II BD. W/ CONT. BEAD OF i� � � FACTORED FROM ALUMINUM ALLOY WIRE OR OTHER III P.V.4 GLUE AT ALL FRAM- / j 1 NON-FERROUS ALLOYS EXPOSED TO THE WEATHER DO II II W' MEMBERS 0 ATTACH 1 NOT REQUIRE PROTECTIVE COATINGS. 9 II II W/ 3/16"AuxIS GA. STAPLES I II AT 6" O/C EDGES 0 FIELD 2. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE O I S-h II AND NOT LESS THAN 1/4" MANUFACTURER. ~ I I III 11 FROM SIDES t ENDS QB �p II 111 II 1/2" GYP. BD. W/ % x 11/4" J I I III II SCREWS OR 5d COOLER II III II NAILS OR O98 0 SHANK x FIELD INSTALL GYPSUM FACTORY INSTALLED II III II 146" LOWS x 19/64" HEAD BOARD (MATCH EXISTING) GYPSUM BOARD II III II RING SHANK NAILS AT PER DETAIL PER II III I I O/C EDGES AND FIELD LEFT) g.� AND NOT LESS THAN 3/8" TYP. BOTTOM PLATE FROM EDGES 4 ENDS. 24 8 WTERIOR ENDWALL CLOSE — UP ID I D E T A I L E pPOFESS10pk sOSEPyF1 ��1EPQ� j0FF 9 NO. CO 20 Or Exp. CIVIL sf')f OF CAL10 AMNG "SET-UP WSTRUCTIONS WALL CLOSE-UP DETAILS DRAWN BY DATE D. HOLT 12-22-94 S-17 FLAT OUTLOOKERS 7/16 O.S.B. 2 x 6 OUTLOOKER rr1 x 3 R.S. SCREEN (FACTORY INSTALLED) \ 2 x 6 R.S. (FACTORY INSTALLED) MAIN UNIT °' STEP FLASHING (5" HIGH) 7/16 O.S.B Ln 1x 3 R.S. FLAT OUTLOOKERS ,o—ROOF CONNECTION PER T`�f 2 x 6 OUTLOOKER (FACTORY INSTALLED) DORMER TRUSS W/ VERTICAL SCREEN WEBS O 16" O.C. bd �),--WALL CONNECTION PER V Im MAIN UNITta �i Ln TRUSSES OVER TAG UNIT MAIN UNIT TAG UNIT FLOOR CONNECTION PER &ACTORYS SET—UP MANUAL S-1s1 MARRIAGE WALL INSTALLED) z I STEP FLASHING (5" HIGH) NTS 2:1 TRPLE WIDE SECTION VIEW A ROOF CONNECTION I B I ROOF CONNECTION — DETAL C NOTES: ESp to QROFSIO #10x4" SCREWS AT 24"O.C. Q�� IpSE �Fyc�y [TOESCREW l�0 a SPP N0. COQ�077 2 x 6 FLAT * MAIN UNIT TAG UNIT SIDEWALL Exp. -31- ooa EXTERIOR WALL CIVIL SlgIEOF CAlIFO��\� MARRIAGE (2) 2 x 4'S SIMPSON A-35-S W/ 12 REVISIONS WALL STUD 8D x 1 1/2" NAILS NO. REVISED BY DALE INSTALLED ON SITE TO TOP AND MIDDLE OF TAG SIDEWALL TO MAIN UNIT SIDEWALL INTERSECTION. TAG ENDWALL STUDS O 16" I.C. DRAWING TRIPLE WIDE (TA() ROOF LOADS WTERCONNECTION DETALS 203040 60,60 P 2:1 2:1 DRAWN BY RAJ DA72/18/98 S-18 ALL CONNECTION D I ALT. WALL. CONNECTION E .•.':,a"'�t�;'Ae�r°",ti're�,�'"'o'^"^,.".^.�.'4" wae!+em!�pp4L06�"'epwc�[e!!pw..n'.."!..w'r.�.p.�..�..i...mer..n.;;'.... r1� DRuwno TAG UW DECK RALNGI ROOF LOADS OETAL- ALL- Om" LL- Om" By mm . DA.RE 3/12/99 I S-19 TIEDOWN SYSTEM GENERAL NOTES: FLOOR 1. THE TIEDOWN SYSTEM SHOWN CONSISTING OF STEEL STRAPS, BUCKLES AND GROUND ANCHORS IS ONE ACCEPTABLE METHOD / \ GI�d.4818 OF ANCHORAGE. ALTERNATES TO THESE METHODS, MATERIALS, APPROVED TE -DOWN STRAP WRAPPED \ / MAN BEAM SPACINGS, ETC... MAY BE USED PROVIDED THEY MEET THE LOAD CAPACITY REQUIREMENTS SPECIFIED IN NOTE 2 BELOW AND ARE *0ANC4Al AROIM MAN BEAM AND AITACMED \ LISTED AND CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCH - TO BUNDLE AND O HEAD ITECT AND APPROVED BY THE LOCAL ENFORCEMENT AGENCY. PER DETAILS 5-� S-20 L 2. ALL GROUND ANCHORS, STEEL STRAPS, AND CONNECTIONS SHAL OF APPROVED SUPPORT PI NG PER E BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD AT LEAST 3150 LBS. PLUS A 50% OVERLOAD 14725 LBS.) WITHOU 5-20 FAILURE. ALL ANCHORING EQUIPMENT SHALL BE CERTIFIED BY A -ems• _>40 DRAWNG S S PROFESSIONAL ENGINEER OR ARCHITECT AS TO ITS CAPACITY RESIST THE FORCES SPECIFIED BASED ON ANGLE OF INSTAL- 1 aTO LATION AND SOIL TYPE IN ACCORDANCE WITH ASTM D3953 APPROVED STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL & SEALS. cWOUND SOIL TYPE AT HOME LOCATION SHALL MEET OR EXCEED THE ANCHOR ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS. EMBED, ANCHOR opt-- —'�� 3. HORIZONTAL WIND PRESSURE = 15 PSF. 12 4. NO PORTION OF THE TIE -DOWN EXTENDING BEYOND THE VERTICAL PLANE OF AN EXTERIOR WALL OF THE HOME SHALL BE ABOVE THE GROUND. TIE - DOWN D E T AIL JA -�� 1 5. ALL ANCHORING EQUIPT. EXPOSED TO WEATHER SHALL HAVE A WEAVE W:HCENT LEW3TM OF TIE -DOWN STRAP THROUGH �9 \ I TOP SLOT OF RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUAL TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS TOP BLOT OF BUCKLE TRN DOWN THNROUGH THE BOTTOM \� SLOT OF BUCKLE, THEN BACK UP TFNROUGH TFE TOP Vm - - BUCKLE. BUCKLE THAN 0.30 OUNCES PER SQ. FOOT OF SURFACE COATED. ALL SLOT OF TWE BUGaE FOR A BEGOAD TM ASg9, SEE DETAIL PER STEEL STRAPPING SHALL BE AT LEAST 1 1/4' WIDE z .035' THTC TYPE 1, FINISH B, GRADE 1 STEEL, b CERT. BY A PROFESSIONAL SAWN N FrAft BA 10 5-20 5-20 � ENGINEER OR ARCHITECT AS CONFORMING TO ASTM D3953-91 WRAP TILE TIE -DOWN STRAP AROUND THE MAN BEAM 11E?! 1HR000aH 1HE TOP SLD? OF THE BUCKLE FOR MAN BOTiOM 6. GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, EMBEDDED BELOW FROST LINE, AND AT LEAST 12' ABOVE THE THIRD TIME A9 SHOWN N FK+URE B 2. THEN ~y THE WATER TABLE. STABILIZER PLATES SHOULD BE INSTALLED EXTEND THE TIE-DCWN STRAP DOWN TO 74E p ANCHOR HEAD AND COMECi PER DETAIL BUCKLE BUCKLE TO PROVIDE ADDED RESISTANCE. 7. IN LIEU OF THE TIE -DOWN SYSTEM HEREIN, GOLDEN WEST HOMES 5 WILL ALLOW INSTALLATION OF ANY HOME ON A PERMANENT FOUNDATION SYSTEM OR OTHER APPROVED TIE -DOWN OR GHOR 9 ALTERNATIVE SYSTEM THAT MEETS THE DESIGN LIVE LOAD �¢_ R IS IMPORTANT TO REMOVE ALL BLANK FROM REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY, THE LOAD THE SYSTEM AROW THE HM BEAM ASSSlBLY. TO PROTECT STRAPS AfeWT SLARP CORNERS OF I -BEAM, no c CAPACITY REQUIREMENTS IN NOTE 2 ABOVE, AND IS SIGNED BY A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM CUT A PIECE OF STRAPPWs TO WRAP AROUND THE I -BEAM BUM THE TIEDOIIN STRAP IS WRAPPED AROUND THE BEAM D USED MUST BE COMPATIBLE WITH THE GOLDEN WEST HOMES LONGITUDINAL FLOOR CONSTRUCTION. TIE - DOWN S T R A P T O M A I N B E A M D E T A I L JB Q os P cs �o�i ��! N0. 10 Co NEW TWE iEALSICN BOLT INTO USE A 6/16' SOCKET OR OPEN END TO HOLD BOLT UNDER TENSION (WILE REPOSITIONNG ONCE RiLY 7ETyS0,FD, ALIGN THE ANCHOR LEAD AND ATTACH W l&rA TO MAKE AT LEAST FOUR THE 6/16' SOCKET OR WRD4CK PLACE AN OPEN END TIE SfiLARE NECK OF THE BOLT CIVIL THE NIT LOOSELY. THEN NSEW COPPLM TURNS ON BOLT IWTIL WVVA ON THE SW SCWARE "ILDER OF T1E BOLT. WITW SGINARE MOLE N ANCHOR �'MIFOF UUV-0 THE STRAP NTO THE SLOTTED STRAP IS TUAT. THEN REPOSITION THE 15/16' SOCKET OR WRENCH TO HEAD AND TIGHTEN THE HEX NWT. DRAWING ROOF LOADS SHANK OF THE TENSION BOLT FACILITATE THE FINAL TENNONNG. THIS WILL DRAW THE 71W TO- 20 PSF AS WMN AFTER STRAP IS GET ER AND LOCK THE SYSTEM OWN NSWM THRo" THE SLOT NTO ITS FINAL POSITION. DETALS 30 PSF 40 PSF OEM IT UP AT 90'. 60 PSE 80 PSF DRAWN BY: D. HOLT DATE:5-23_95 REVISED BY: 171 DATE: 11-T 5-99 S-20 D T I E - D O W N S T R A P T 0 GROUND ANCHOR D E T A I L C LONGITUDINAL TIE DOWN BRACKET IS INSTALLED IN PLANT. ALT BRACKET MAY BE INSTALLED ON SITE PROVIDED THAT THE CAPACITY IS RATED FOR 3150 LBS WORKING LOAD AND INSTALLED PER BRACKET MANUFACTURE'S ENOWALL INSTRUCTIONS. FLOOR L_ I -BEAM INSTALL ONE ( / APPROVED TIE - DOWN STRAP AT EACH END OF H EACH FLOOR SECTION 45 DE MAX O W APPROVED ANCHOR WITH ANCHOR TO BE IN LINE WITH STRAP SINGLE TENSIONING HEAD UNLESS APPROVED STABILIZER PLATE OR COLLAR IS INSTALLED FOR 45' MAX. ANGLE. 'W' MUST BE GREATER OR EQUAL TO 'H'. INSTALLATION OF LONGITUDINAL TIE DOWNS. USE 111 LONGITUDINAL TIE DOWN AT EACH END OF EACH SECTION PLAN VFW A SECTION B SECTION,® a I 1. rA ® C SECTION _ I I J AL- — — — — — — — — — — — — - I rli +I 41 4 1 r11 ti_a Iia C:". C, 4 MAX 'A' 'B' 'C' • 13'-6" -- SINGLE WIDE DOUBLE OR TRIPLE WIDE LONGITUDINAL TIE DOWN REQUIREMENTS QROFESS/Opgl MAIN ]–BEAM F IOS E P/� 'BRACKET IS 11 ga. STEEL MIN. ��S O 3^ ------------------ NO.. 1 1/2' C042077 CTD a Exp. 3-31.2004 FULL WIDTH WELDS 1/8- OR CIVIL X�l 9!f THICKNESS OF BRACKET (MIN). OF CA10�� - LONGITUDINAL 11EDOWN 3 1 2" STRAP BRACKET DETAIL 1- NOTES: LONGITUDINAL' REFER TO NOTES N PAGE 5-20 FOR STRAPPING AND TIEDOWN ANCHORING S ECS. REQUIREMENTS • DRAWN BY: TM - WIND ZONES •• DATE: 11/29/99 101117/ ' REV: PULL BACK FACTORY INSTALLED FELT INSTALL SHINGLES UP TO INSTALL RIDGE SHINGLES OVER TO EXPOSE ACCESS FOR RIDGE BEAMRIDGE WITH (4) STAPLES (2) LAYERS FELT, FIELD OR NAILS PER SHINGLE RIDGE BEAM WITH BOLTING. WHEN FINISHED INSTALL 30 GA INSTALLED OVER AND (1) STAPLE OR GALV. METAL OR PLYWOOD ACCESS EXTENDING b" MINIMUM NAIL ON EA SIDE STRIP OVER HOLES. ROLL FELL BACK EACH SIDE OF RIDGE BEAM AS BROWN TO RIDGE JOINT AND ATTACH WITH STAPLES OR NAILS. B4 E NOTE. FACTORY INSTALLEDf - - - FOR FASTENING SHINGLES USE SHINGLES - ---` 11/4"x12 GA GALV. ROOFING NAILS OR I"xl"xlb GA STAPLES (2) LAYERS FELT, FIELD ` INSTALLED AND EXTENDING b" FIELD INSTALL RIDGE SHINGLES OVER RIDGE OVER MATING JOINT, SAME AS OVER RIDGE BEAM FIELD INSTALLED FELT 4 OVER JOINT 6 } FACTORY INSTALLED } VALLEY ROLL ROOFING I• 1 i `v Sie, ALL EXPOSED EDGES rl}A'3i4 i OF SHINGLES TO BE 1 FIRMLY EMBEDDED l 1 PLASTIC ASPHALT CEMENT 1 PULL BACK FACTORY INSTALLED FELT 36" WIDE, 90• ROLL ROOFING UNDERLAYMENT TO EXPOSE FIELD INSTALLED OVER VALLEY, (4) STAPLES OR ACCESS FOR RIDGE BE LAPPED UNDER FACTORY NAILS PER SHINGLE BOLTING. WHEN FINISHED INSTALLED ROLL ROOFING 12" AS SHOWN INSTALL 30 GA GALV. METAL OR PLYWOOD ACCESS STRIP OVER AND FULLY CEMENTED AT LAP, INTERWEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, JOINT AND ATTACH WITH FACTORY INSTALLED FELT 6" STARTING AT BOTTOM AND WORKING TO STAPLES OR NAILS. AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE — UP DETAILS / TAG WITH STANDARD GABLE lAl N0. co . Ejv. CIVIL �( OF CAUW� 0RA1""c ROOF CLOSE—UP APPUCATIONS TAG WITH STANDARD GABLE DRAWN BY D. HOLT DATE 12-21-94 C-30 N0. 0077 EF 3,31,2004 CIVIL OF fAUW� 0gANMG ROOF CLOSE-UP APPLICATIONS ALTERNATE VALLEY DRAM BY D. HOLT DATE 12-28-S4 S-31 INSTALL SHINGLES(4)ST UP t0 STALL SHINGLES OVER PULL BACK FACTORY INSTALLED FELT RIDGE WITH STAPLES TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAYERS FELT, FIELD OR NAILS PER SHINGLE R RIDGE �,qM WITH BOLTING. WHEN FINISHED INSTALL 30 GA INSTALLED OVER AND (1) STAPLE OR GALV. METAL OR PLYWOOD ACCESS EXTENDING 6° MINIMUM NAIL ON EA. SIDE STRIP OVER HOLES. ROLL FELT BACK EACH SIDE OF RIDGE BEAM AS SHOWN TO RIDGE JOINT AND ATTACH WITH STAPLES OR NAILS. FACTORY METALLED FOR FASTENING SHINGLES USE SHINGLES 11/4"x12 GA. GALV. ROOFING NAILS OR I°xl°xlb GA. STAPLES (2) LAYERS FELT, FIELD - INSTALLED AND - EXTENDING 6° - FIELD INSTALL RIDGE SHINGLES OVER RIDGE OVER MATING JOINT, SAME AS OVER RIDGE BEAM FIELD INSTALLED FELT OVER JOINT ROLL E ROOFING 1i i FACTORY INSTALLED VALLEY ROLL ROOFING i (BOTTOM 12° TO BE LOO AND NOT NAILED DOWN) 7?]pJ3�4o i � PULL BACK FACTORY INSTALLED FELT o 36 WIDE, 50' MIN ROLL ROOFING SITE APPLIED SHINGLES UNDERLAYMENT TO EXPOSE FIELD INSTALLED OVER VALLEY, (4) STAPLES OR WOVEN OVER THE VALLEY AS SHOWN. ATTACH EACH SHINGLE ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE WITH (4) STAPLES NAILS BOLTING. WHEN FINISHED INSTALLED ROLL ROOFING 12° AS SHOWN A INSURING THAT NO NAIL IS WITH - INSTALL 30 GA. GALV. METAL OR AND FULLY CEMENTED AT LAP. IN b° OF CENTER OF VALLEY PLYWOOD ACCESS STRIP OVER NTERWEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO JOINT AND ATTACH WITH I (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, %n1 FACTORY INSTALLED FELT b° STARTING AT BOTTOM AND WORKING TOL//�J STAPLES OR NAILS. ILJI ❑ AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE - UP DETAILS / ALTERNATE VALLEY JAI N0. 0077 EF 3,31,2004 CIVIL OF fAUW� 0gANMG ROOF CLOSE-UP APPLICATIONS ALTERNATE VALLEY DRAM BY D. HOLT DATE 12-28-S4 S-31 PULL BACK FACTORY LIFT FIRST COURSE INSTALLED FELT TO OF THE FACTORY REMAINDER OF THE EXPOSE ACCESS FOR INSTALLED SHINGLES VENT FLASHING - GALV. SHINGLE COURSES EAVE CONNECTIONS t0 FACILITATETHE METAL OR MINIMUM 50' SHALL BE LAID AND FELT OVER SAVE INSTALLATIONOF ROOFING MATERIAL OR OVER UPPER PORTION VENT FLASHING AND TYPICAL APPROVED OF THE VENT FACTORY ROOF JACK FLASHING FLANGE 5/I6• MINIMUM INTER -WEAVING AS SHOWN PLED WITH EAVE SHINGLES i6" SHINGLES SHEATHING FIELD INSTALL �� ASPHALT CEMENT (2) LAYERS OF TYPE 15 MOULDED AROUND PIPE AT NOTES: FELT UNDERLAYMENT FLASHING CONTACT SURFACE. - FASTEN SHINGLES W/ Ilio"x 12 GA. FULLY CEMENTED BETWEEN (ALT: RUBBER GASKET) GALV ROOFING NAILS OR I"x I"x SHINGLES THAT OVERLAY LAYERS WITH PLASTIC I6 GA, STAPLES. THE FLANGE TO BE FIRMLY ASPHALT CEMENT - SHINGLES SHALL BE CLASS "C° FIELD INSTALL EAVE SHINGLES EMBEDDED IN PLASTIC METAL DRIP EDGE DIRECTLY ON DECK �j STARTING AT BOTTOM AND WORKING WIND RESISTANT OR BETTER TOWARD ASPHALT CEMENT - 30 (4 RS PERPER MITH STEN U ❑ NSTSHINGLE ❑ 12 ROOF CLOSE - UP APPLICATIONS / VENT PIPE AT ADD - ON EAVE JA ADD-ON EAVE INSTALLATION TABLE SHINGLES AND UNDERLAYMENT HOLD ROOF SHEATHING AND SHINGLES ROOF LOAD � BACK FROM OUTSIDE FACE OF SIDEWALL 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF M 3/8" SHEATHING (GRAIN I I0"!. EXTEND UNDERLAYMENT OUT 24" TO MAXIMUM EAVE 24' 24' 18- 1s" 16' bPERPINDICULAR / TO TRUSSES) W/ 6d NAILS 0 " O/C I 36• FROM THIS POINT (TO END OF FASCIA) PERIMETER EDGES, AND FIELD. I AND FOLD BACK FOR TRANSIT. PROTECT PROJECTION MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM DRIP EDGE PER SHINGLE MFR'RS. •--�L I UNROOFED PORTION W/ POLYETHYLENE COVER FOR TRANSIT AND STORAGE. 1 x 3 LEDGER No. 8x2• No. 8x2' No. 8x2• No. 8x2• No. 8x2• INSTALLATION INSTRUCTIONS _.j I r��' CONNECTION SCREWS AT 8.O/C SCREWS AT 8'O/C SCREWS AT 8'O/C SCREWS AT 6.O/C SCREWS AT 6 -O/C. 13) 7/16'x 131 7/16'x 13) 7/16'x (3) No. 8x (3) No. ax TRUSSES • I6" O/C I x 3 LEDGER TO RAFTER RAIL 1 (ALT: 24" O/C FOR 20 PSF ROOF ONLY) t It 4 RAIL 1.75•x15GA 1.75'x15GA 1.75•x15GA 2• WOOD 2• WOOD FASTENED PER TABLE AT RIGHT CONNECTION STAPLES STAPLES STAPLESSCREWS SCREWS 2 x 6 EAVE 24• o/C ts- O/C 16- O/C 16• O/C 1s- 0/0 NOTESI x 4 RAIL FASTENED TO` -FASTEN SHINGLES W/ 1�4"x 12 GA. BLOCKS PER TABLE AT RIGHT I GALV ROOFING NAILS OR I"X I"x BLOCK SPACING MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM I" x 24 GA. STRAP a EA. BLOCK 16 GA. STAPLES. W/ (T) 1/16" x I" x 16 GA STAPLES I - SHINGLES SHALL BE CLASS "C" WIND RESISTANT OR BETTER OFESSIO 0, M,� EACH END OF STRAP Ei F JOSE P y 2 x 8 FASCIA TO BLOCK W/ I x 6 MINIMUM RAFTER RAIL \SQ� `�P 10 9 (3) Ibd NAILS NO. �-- SIDEWALL C042077 2 x 6 EAVE BLOCKS SPACED PER TABLE AT RIGHT X Ex;L 1-31-2004 2 x 4 BLOCKS BETWEEN EAVE BLOCKS * 48" O/C (EVERY THIRD BAY) FOR 16" CIVIL EAVE, AND 24" O/C (EVERY BAY) FOR sj(jEOFCALIFO�N�� I/2° HARDBOARD SOFFIT W/ 6d NAILS 24" EAVES. FASTEN 2X6 EAVE BLOCKS * 6" O/C PERIMETER EDGE, 4 FIELD. TO EACH END OF 2X4 BLOCKS W/ (2) Ibd DRAWING ROOF CLOSE -IJP ROOF LOADS SEAL, CAULK ETC. JOINT BETWEEN MAX EAVE END OR TOE -NAILED. FASTEN (ON-SITE) 20 PSF 30 PSF 40 PSF SOFFIT AND SIDEWALL 2X4 BLOCKS TO I x 3 LEDGER WITH PROJECTION APR JCATIONS PER TABLE (3) �e X 2�R" WOOD SCREWS. ADD-ON EAVE 80 PSF 80 PSF AT RIGHT 8 DRAWN BY D. HOLT DATE 2-8-W Q A D D - 0 N E A V E D E T A I L B DRAWN BY - DATE - S-35 AFTER RIDGE BEAM BOLTING FACTORY INSTALLED PROCEDURE IS COMPLETED, VENT PIPE FIELD INSTALL (2) LAYERS PIPE AS REQUIRED FIELD INSTALL RIDGE OF FELT OVER 4 EXTENDING SHINGLES THAT OVERLAY SHINGLES PER DETAIL b° MINIMUM EACH SIDE OF RIDGE BEAM FLASHING CONTACT SURFACE. Z21ANDMc -'JO 6-Im (ALT: W55ER GASKET) VENT FLASHING - GALV. T 0 METAL OR MINIMUM 509 2❑ (2) LAYERS TYPE 15 FELT ROOFING MATERIAL. 12 FACTORY INSTALLED I RDGE DETAL FACTORY INSTALLED SHINGLES / HOLE TO 5E CUT HOLE MAY BE CUT I M RIDGE SHINGLE FOR VENT PIPE THROUGH FELT LAYERS FOR VENT PIPE AS REQUIRED ASPHALT CEMENT' SHINGLES THAT OVERLAY MOULDED AROUND PIPE AT THE FLANGE TO 5E BEDDED FLASHING CONTACT SURFACE. IN PLASTIC ASPHALT GEMENT. (ALT: W55ER GASKET) T 0 2❑ 12 ROOF CLOSE - UP APPLICATIONS` / VENT PPE AT RDGE DETAL JA NOTES: 1. THE ABOVE APPLICATION METHOD MAY BE FACTORY QpOFFSS10y INSTALLED AT NON -MATING RIDGES. S��SOS EP/(�fdC, 2. SHINGLES SHALL NOT BE INSTALLED ON A ROOF HAVING�PQ! Flo Ey A SLOPE LESS THAN 2- IN 12' UNLESS THE MANUFACTURER WARRANTS THE SHINGLE FOR .A LESSER SLOPE. N0. C042077 3. SHINGLES ARE TO BE CLASS -C- WIND RESISTANTC'�,�,.,C„ OR BETTER. Eap. 4. FOR FASTENING SHINGLES, USE 1 1/4-x 12 GA. GALV. .. ROOFING NAILS OR 1'x 1-x 16 GA. STAPLES. ' CIVIL (ff OF CALF - DRAWING ROOF CLOSE-UP APPLICATIONS VENT PFE AT RIDGE DRAWN BY DATE D. HOLT 12-28-94 S-40 SITE INSTALLED CHASE NOTES: EXTENSION, CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM 1. TEN FOOT RULE SUMMARY ENTS EMNU TS REF HEIGHT REQUIREM O ER REF THE MINIMUM CHIMNEY HEIGHT ABOVE THE ROOF IS SPECIFIED TO FIREPLACE >=RS BY ALL MAJOR U.S. BUILDING CODES. IF THE HORIZONTAL INSTALLATION INSTRUCTIONS AND DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK OF THE THE TEN FOOT RULE. SEE NOTES ROOF IS LESS THAN 10 FFET, THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FFET ABOVE THE PEAK OF THE ROOF PER AT RIGHT OF SHEET. FIG. A -A BELOW. IF THE HORIZONTAL DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK IS GREATER THAN 10 FEET, A CHIMNEY HEIGHT REFERENCE POINT IS ESTABLISHED ON THE ROOF SURFACE 10 FEET HORIZONTALLY FROM THE CHIMNEY EDGE. THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FEET ABOVE THIS REFERENCE POINT PER FIG. B -B BELOW. IN ALL CASES THE CHIMNEY CANNOT BE LESS THAN 3 FEET ABOVE THE EDGE OF THE ROOF AT THE EGDE OF THE CHIMNEY. 10'-0' CHIMNEY R LES PEAK OF ROOF oz • f FACTORY INSTALLED EXTERIOR ROOF FIREPLACE CHASE. 113'-6" MAX TRANSPORTATION HEIGHT) FOR SITE-ESUILT GHASE FOLLOW FIREPLACE MANUFACTURERS FIGURE A - A INSTALLATION INSTRUCTIONS. CHIMNEY 101-01 PEAK OF ROOF 32 0 _z N� ROOF FIGURE B -B EXTERIOR FIREPLACE JAI SITE INSTALLED CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS 2. THE 2' IN 10' RULE IS NECESSARY IN THE INTEREST OF SAFETY INSTALLATION INSTRUCTIONS AND DOES NOT INSURE SMOKE-FREE OPERATION. TREES, THE TEN FOOT RULE. SEE NOTES 1 I BUILDINGS, ADJOINING ROOF LINES, ADVERSE WIND CONDITIONS, AT RIGHT OF SHEET. ETC..., MAY REQUIRE A TALLER CHIMNEY TO DRAW PROPERLY. s0 E P y� Edi FACTORY INSTALLED CHIMNEY T14ROMW ROOF WITH ROOF NO. FLASHING. (13"-b" MAXIMUM C042077 TRANSPORTATION HEIGHT-) Exp. 9-31.4001 CIVIL srl FE OF CAUFO °B"`""G 'SET-UP NSTRUCTIONS' FIREPLACE CFMEY NSTALLATION 32 DRAWN BY OTE D. HOLT rt-29-sa $-41 INTERIOR FIREPLACE B EXTERIOR WALL OPTIONAL: GARAGE HOME OF MANUFACTURED 5/8" TYPE "X" GYPSUM BOARD MAY BE APPLIED TO EXTERIOR OF HOME MANUFACTURED HOME AT GARAGE AREA ONLY W/ 6d COOLER OR WALLBOARD NAILS OR Isis° BUGLE HEAD TYPE °SCREWS SITE CONSTRUCTED---EXTERIOR SIDINGB 16: RI CONNECT WASHER/ DRYER l" O/C EDGES AND FIELD. (5/8" GYP. D. APPLIED TO EXTERIOR ONE-HOUR FIRE WALL ( OF MANUFACTURED HOME UTILITIES AS REQUIRED OF HOME SHALL BE COVERED W/ MINIMUM 3 MIL. POLYETHYLENE I I I PER SHEATHING TO PREVENT DAMAGE FROM THE ELEMENTS DURING TRANSIT AND SET-UP). REMOVE ACCESS I1 �I�VV COVER TO SANITARY I I REMOVE ACCESS COVER TEE AND FIELD I I OVER WATER LINES, INSTALL WASHER ELBOW OFF OF FACTORY Ir-- —-------------------- I I TRAP ARM, II INSTALLED LINES AND II I 'P'-TRAP �D rr FIELD INSTALL NOT AND I DOOR BETWEEN HOUSE AND I STANDPIPEi I I i HOSE 515WFOR GARAGE SHALL BE MINIMUM I I t WAOSHER I I II 1 I I I 1 3/8" THICK SOLID WOOD ORI I I—OPTIONAL I FACTORY INSTALLED I LISTED 20 MINUTE FIRE DOOR I I SITE-BUILT I WITH R SELF CLOSEI I I j I WATER LINES I I I I ENTRY IN THIS AREA I I IIj PER DETAIL ^ I I I I FACTORY INSTALLED I I I 5sa L WALLS ADJACENT TO I I, — WASTE LINE, SANITARY t' 1T TEE AND VENT THROUGH j I HOME SHALL BE OF I ROOFCONSTRUCTION II ONE HOUR FIRE RESISTIVE II—� PER LOCAL I I E I I FACTORY INSTALLED 11 ENFORCEMENT AGENCY I II/�-1j. ELECTRICAL JUNCTION I111 817E-BUILT WALLS 9 FIELD INSTALL WIRING PL, 1 BOX ("J"-BOX) I FROM FACTORY I I I II INSTALLED "J"-BOX I 11 I I TO WASHER AND/OR j I I I DRYER RECEPTACLE 11 I ii SITE - BUILT GARAGE ii 11 i_ ------- 1 I INSTALLED GAS I I PIPE AND FIELD 11 I INSTALL SHUT-OFFI I I I VALVE AS II --------------------- REQUIRED FOR I— FACTORY d INSTALLED NOTE: GARAGE SHALL BE SITE GAS DRYER _lw_L GAS LINE CONSTRUCTED PER REQUIREMENTS OF THE LOCAL ENFORCEMENT NOTE: AGENCY. VERIFY ALL MINIMUM ALL FIELD INSTALLED ELECTRICAL, GAS, WASTE AND WATER 24'-0" MAXIMUM SITES AND CLEARANCES WITH LINES SHALL CONFORM TO THE REQUIREMENTS OT THE LOCAL LOCAL ENFORCEMENT AGENCY. ENFORCEMENT AGENCY. 48 g PLAN VIEW / SITE — BUILT GARAGE JA UTILITY CONNECTIONS 113 OPENING TO NOTES: EXTERIOR WALL OF MANUFACTURED MANUFACTURED HOME 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE HOME = INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME % QR�FESSIOy� STANDING). � t�SOSEP/j4Pe 7`1 �(FREE N� r FIELD 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE AND/OR �0I INSTALLED ENTRY IS SUBJECT TO THE APPROVAL OF THE LOCAL NO. I1 ENTRY ENFORCEMENT AGENCY. 0042077 ALL WALLS ADJACENT TO HOME SHALL BE OF DOOR ll 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE/ENTRY BE ^ * —2) ONE HOUR FIRE RESISTIVE i INSTALLED AS PART OF THE ORIGINAL INSTALLATION. Exp. 9-31-2001 OONSTRUCON PER LOCAL EENFORCEMENT AGENCY 11 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL CIVIL 11 II NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. /FFOFCALIFO� DOOR BETWEEN HOUSE AND ENTRY/GARAGESHALL BE SITE 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS). GARAGE SHALL BE MINIMUM CONSTRUCTED PER APPROVAL RU ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. DRAWING "SET- INSTRUCTIONS" 13/8" THICK SOLID WOOD OR OF THE LOCAL ENFORCEMENT LISTED 20 MINUTE FIRE DOOR AGENCY. VERIFY ALL MINIMUM SITE BUILT WITH SELF CLOSER SIZES AND CLEARANCES WITH GARAGE /ENTRY LOCAL ENFORCEMENT AGENCYS DRAWN. er D. HOLT DATE01-03-55S-50 PLAN VIEW / SITE — BUILT ENTRY AT GARAGE C GARAGE GABLE TRUSS 2 x 3 MIN RIDGE ROOFING MATERIAL, OVER (2) LAYERS SITE -BUILT "GALIFOFaNIA" OR CONVENTIONAL 2 x 6 OF 42 CONT. SUPPORT PURLINS TYPE 15 FELT (OR EQ) OVER 5/16" OR FILL FRAMING OVER FRAMING RIDGE BOARD AT 48" O/C (BEYOND) 3/8" GDX PLYWOOD 24/0 INDEX WITH MANUFACTURED HOME FACE GRAM PERPENDICULAR TO 5/8" TYPE "X" GYP. SIMPSON "LU26" FRAMING W/ bd NAILS AT 6" O/C EDGES, BD. FLOOR TO JOIST HANGER 12" O/C FIELD. R SHEATH VALLEY SHINGLEAPPLICATIONS _ \ INSTALL PER 5-30 OR 8-31 " I 1 I ROOF LINE OF fr-------- -------------1i I MANUFACTURED HOME 9 I I I j 2x3 FLATS AT 24. O/C n 2x4 RAFTERS I I _ 11--------------tl i0 p - - - - - - - GARAGE TRESSES X55 AT 24 O/C CONVENTIONAL 2x3 SUPPORT POSTS I i FFRRNMG ANY PASSAGE DOOR AT 40" O/C MAX. ALONG T "CALIFORNIA" FILL I 1 FROM HOUSE TO GARAGE SHALL BE tab" EACH 2x4 RAFTER 11 - T FRAMING PER I I SOLID WOOD OR LISTED 20 MINUTE _ _ = T = - S-r�5 FIRE DOOR W/ SELF CLOSER I6 SECTION / CALIFORNIA FLL B ROOFING MATERIAL, OVER (2) LAYERS 2 x 6 OF 02 CONT. RIDGE BOARD I I I S 55 I Lu 1 1 ALL WALLS ADJACENT TO TYPE 15 FELT (OR EQ✓, OVER 5/I6" OR Q MANUFACTURED HOME 3/8" CDX PLYWOOD 24/0 NDEX WITH (3)12d NAILS TOE -NAILED I SHALL BE OF ONE-HOUR FACE GRAN PERPENDICULAR TO AT EACH RAFTER TO RIDGE _ I I F- I SITEiBUILT t CONSTRUCTION PER LOCAL FRAMING W/ bd NAILS AT 6" O/C EDGES, I ENFORCEMENT AGENCY. 12" O/C FIELD. NAILS OR lb) 1/x6 x 2P°x x16 E I FOR ADDITIONAL I6 GA STAPLES FROM 2x3 SUPPORT A, W I INFORMATION SEE 50 AT POST TO 2x4 RAFTER I I 1 24" O/C 2x4 RAFTERS L ------------ 2x4 RAFTERS AT 24" O/C AT 24" O/C LENGTH VARIES GARAGE SHALL BE SITE 2X3 MIN SUPPORT POSTS (2) 10d NAILS OR (5) 10d (3) 1/16°x 2112"x 16 NAILS SITE -BUILT GARAGE CONSTRUCTED PER THE AT 40" O/C MAX. ALONG GA STAPLES (TYPICAL REQUIREMENTS OF THE EACH 2x4 RAFTER (TOE -NAILED) EA END) LOCAL ENFORCEMENT 2 x 3 MN RIDGE AGENCY. SEE NOTE I. SUPPORT PURLINS (2) 12d NAILS OR AT 48" O/C (3) 1/16"x 21,12"x 16 128 GA STAPLES (TOE -NAILED) 12 PLAN VIEW / SITE - BUL-T GARAGE JA ELEVATION / CALFORNIA FLL FRAMING 1C 5/16" OR 3/8" GDX PLYWOOD UNDERLAYMENT NOTES: ROOF SHEATHING 24/0 ROOFMG MARTERIAL 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE OFfSSIO QR Mk bd NAILS AT 6" O/C� EDGES, @" O/G INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). 0 — — — `A��Q!-SOSEP,/Vi FIELDT�GA 10 2 CONSTRUCTION F F THE GE DTHE y� �P 2X4 RAFTENA S OR S SUBJETHE CT TOGN APPROVAL OFTHE LOCAL NO. AT 24" O/CNAILS (6)1/16 x ENFORCEMENT AGENCY. C042077 2X6 DF • 2��"x I6 GA 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE BE RIDGE BOASTAPLES INSTALLED AS PART OF THE ORIGINAL INSTALLATION. Exp 3-31-2004 (2) 10d NAI 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL CIVIL (3)1/16"x 2 NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS.STAPLESROOF (TOE-NAILEMANUFACTURED LINE OF 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS). HOMEARE NOT PERMITTED DIRECTLY INTO A BEDROOM. DRAWING "SET-UP INSTRUCTIONS' ROOF LOADS 2x3 FLAT2x3 SUPPORT POSTS AT 40" O/C MAX. ALONG SITE-BULT 20 PSF EACH 2x4 RAFTER GARAGE 30 PSF 8 DRAWN BY D. HOLT DATE 1-5-e5 I REVISED BY TM DATE 11/25M S-55 ATTACHMENT DETAL ID1 i rr+a.�v�c� u�cai un��wi It/20/00 I I ROOF SECTION AT TRUSS PROFILE FOR TRIPLEWIDE 1 B 1 ROOF SECTION AT DOUBLEWIDE TRUSS PROFILE I EGENI)m O_ SITE INSTALLED ITEM - SEE SHEET S-62 "SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF". FlFACTORY INSTALLED ITEM - SEE SHEET S-63 _"FACTORY INSTALLED NOTES". GENERAL NOTES, 1. FOR HOMES WITHOUT 'ALTERNATE CONSTRUCTION" APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. 2. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 3. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH AS SHINGLES, SHEATHING, RIDGE BOARD, FASCIA, OUTLOOKERS, BOLTS, ATTIC VENTS, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. REYOON Kk REVISED BY I DATE DRAWNG HINGED ROOFHB� P Manufactudng, ig CLOSE—OFF 12 ORAwN 8Y DATE ROOF LOAD A cRe I-23-91 40 PSFJ S-61 8 1 T E INSTRUCTIONS FOR CLOSE - OFF GENERAL NOTE8 DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS 1. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH SHINGLES, SHEATHING, FASCIA, OUTLOOKERS, BOLTS, ATTIC VENTS, FLASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN OBOLT RIDGE BEAM HALVES TOGETHER AT MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". O BOLT RIDGE BEAMS TOGETHER AT MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". AT EACH END OF ROOF, INSTALL 2x6 No. 2 AT EACH END OF ROOF, INSTALL 2x6 No. 2 WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. O2 H.F OUTLOOKERS AT 28" O/C WITH ONEO OUTLOOKER DIRECTLY NEXT TO EACH SIDE OF THE PEAK. EXTEND ALL OUTLOOKERS BACK TO THIRD TRUSS FROM ENDWALL, EXTEND OUTLOOKERS OUT PAST ENDWALL TO MATCH FACTORY INSTALLED H.F OUTLOOKERS AT 28" O/C WITH ONE OUTLOOKER DIRECTLY NEXT TO EACH SIDE OF THE PEAK. EXTEND ALL OUTLOOKERS BACK TO THIRD TRUSS FROM ENDWALL, EXTEND OUTLOOKERS OUT PAST ENDWALL TO MATCH FACTORY INSTALLED 2. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION' APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD 3. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF WITH (2) No. 8x3" WOOD SCREWS AT EACH WITH (2) No. 8x3" WOOD SCREWS AT EACH HOME DURING TRANSIT AND STORAGE. CONNECTION. CONNECTION. 4. ALL FASTENERS EXPOSED TO WEATHER SHALL OINSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS O INSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS BE CORROSION RESISTANT. AT EACH OUTLOOKER. SPLICE FASCIA PER AT EACH OUTLOOKER. SPLICE FASCIA PER 5. AT EACH END OF UNITS, FIELD INSTALL SIDING SET-UP MANUAL DRAWING "S-16". SET-UP MANUAL DRAWING "S-16". TO MATCH TYPE THAT IS FACTORY INSTALLED ON MANUFACTURED HOME. INSTALL SIDING PER 3/8" APA RATED 24/0 ROOF O APPLY 3/8" APA RATED 24/0 ROOF MANUFACTURERS INSTRUCTIONS WITH 6d OAPPLY SHEATHING OVER ENTIRE SURFACE OF SITE SHEATHING OVER UNSHEATHED SURFACES OF CORROSIVE RESISTANT NAILS AT 6" O.C. EDGES INSTALLED CAP. FASTEN SHEATHING WITH 8d HINGED ROOF. FASTEN SHEATHING WITH 8d AND FIELD. NAILS AT 6" O/C EDGES, PERIMETER NAILS AT 6" O/C EDGES, PERIMETER AND FIELD. AND FIELD. OINSTALL A MINIMUM OF FOUR ROOF VENTS (50 SQUARE INCH NET OPENING EACH) AT 4b APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER THE GAP BETWEEN EACH HALF OF UNIT OVER CUT-OUTS IN SECTIONS OF THE HOME. FASTEN SHEATHING FACTORY INSTALLED SHEATHING TO WITH 8d NAILS AT 6" O/C EDGES, PERIMETER PROVIDE ATTIC VENTILATION. AND FIELD. ©APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR- O INSTALL A MINIMUM OF SIX ROOF VENTS (50 SQUARE INCH NET OPENING EACH) AT ERS INSTRUCTIONS. SHINGLES AND UNDERLAY- EACH SIDE OF RIDGE OVER CUT-OUTS IN MENT SHALL BE INSTALLED TO CONTINUE FACTORY INSTALLED SHEATHING TO UPWARD FROM FACTORY APPLIED SHINGLES PROVIDE ATTIC VENTILATION. EACH HINGED KING POST TO 2x4 © APPLY ROOF SHINGLES WITH UNDERLAYMENT OFASTEN LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. IN ACCORDANCE WITH SHINGLE MANUFACTUR- ERS INSTRUCTIONS. SHINGLES AND UNDERLAY- REYMOs ® INSTALL CAP TRUSSES TO EACH HINGED RAFTER CHORD WITH A 6 3/4" OVERLAP ENSTALL APPLIEDO CONTINUE MENT LL BE UPWARD F FI Na REVMDer Dere MSW 11/11/00 EACH SIDE. FASTEN EACH SIDE WITH (4) 8d NAILS. O FASTEN EACH HINGED KING POST TO 2x4 LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. ®INSTALL CONTINUOUS 1x4 MEMBERS (8' LENGTHS) TO THE TRUSSES ON EACH SIDE OF THE PEAK. FASTEN 1x4'S TO TRUSSES ones SITE INSTRUCTIONS FOR HNGE ROOF CLOSE — OFF HB�Manufacturing, LP WITH (2) 8d NAILS PER TRUSS. FASTEN ix4'S ACROSS THE PEAK WITH 8d NAILS SPACED 4" O/C. DRAWN BY G� Dere 1-22-91 ROOF �F 5-82 FACTORY INSTALLED NOTES GENERAL NOTES DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS 1. ALL MATERIALS REQUIRED FOR SITE CLOSE-OFF SUCH SHINGLES, SHEATHING, FASCIA, APPLY 3/8" .MIN. ROOF SHEATHING TO HINGED APPLY 3/8" MIN. ROOF SHEATHING TO HINGED OUTLOOKERS, BOLTS, ATTIC VENTS, FLASHING, TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. a TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. ©INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. © INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. 2. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED HOME SUCH THAT THEY WOULD EXTEND THROUGH © FACTORY INSTALLED SHEATHING UP© TO HINGED GANG NAIL PLATE PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND DNDERLAYMENT PER STRUCTURAL FACTORY INSTALLED SHEATHING UP TO END OF OUTER SECTION PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND DNDERLAYMENT PER STRUCTURAL 3. THE HINGED PORTION OF ROOF. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. DRAWING No. 96.60 DRAWING No. 96.60 4. ALL FASTENERS EXPOSED TO WEATHER SHALL F FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 F21 INSTALLED 2x8 FASCIA PER STRUCTURAL STRUCTURAL DRAWING 96.03 OR 96.04 BE CORROSION RESISTANT. FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS aFACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS W/ (1) No. 8 x 3" WOOD SCREW. W/ (1) No. 8 x 3" WOOD SCREW. NEMONS NQ NEMS® BY BATE I MSW II/11/00 BNAWM HNGED ROOF FACTORY INSTALLED NOTES HB Manufacturing, �/v LP ORA" BY CRIB BATE 1-23-97 ROOF `P� 5�3 r OAKWOOD HOMES A SUBSIDIARY OF OAKWOOD HOMES CORPORATION 2525 WEST CAPITOL AVENUE • W. SACRAMENTO, CA 95691 • 916-371-2200 • FAX 916-371-2202 OAC OAKWOOD ACCEPTANCE CORP. 2222 DOBSON ROAD 3-304 MESA, AZ 85202 DATE: MARCH 7, 2003 TO WHOM THIS MAY CONCERN: COUNTY: BUTTE WE ARE THE OWNERS,. MANUFACTURER, AND FINANCE COMPANY OF ONE 66 X 40'6" OAKWOOD/GOLDEN WEST MANUFACTURED HOME S/N GOCA21 L30298 AB. MANUFACTURED HOME MODEL # 02P501 K MODEL YEAR 2003 AND HEREBY GIVE OUR PERMISSION FOR THE MANUFACTURED HOME TO BE PLACED ON A PERMANENT FOUNDATION SYSTEM FOR PROPERTY OWNERS; ROBERT HESS AND JENNIFER PAYNE, ADDRESS: APN 062-690-005 ALSO KNOW AS 660 BALD ROCK ROAD, BERRY CREEK, CA 95916. SINCERELY YOURS, CARL L. YO G 'L GENE MANAGER OAKWOOD HOMES PHONE: 916-371-2200 2525 WEST CAPITOL AVE. WEST SACRAMENTO, CA 9691 ®E ®E , ® Sliding Q2 Door Shi=�---- f,� •''•``�S'Y,i;,' OplS.G.D. F Plod -- Oral Tub — Dbl Bowl. -- _ 'lb,1 — — x> dp mb a 3 i:�nu; io — ` �"- — - - I mba mbr "�' - �r co t•Irdrobe�l 60' SI\4I I I�Wolk-W W. -d oba—I"—I-IN . —I—I --I tg� Plant Shelf ,a•lxxx� -- --- ------------------ -_ - Opt. Glamour Bath — - P wrdraba ``, opt sacro � carne •, ,i-tlulan a Omit Wardrobe I f! DW — ---- -- - ,I w/ Opt Retreat ENVIRONMENTAL HEALTH dr Dpl Sink— ENVIRONMENTAL � E MAY 0 81003 r - — J---6-9tl--- E®I Opt. Retreat 7000NTYCENTER DRIVEI -- Soffit Refrig El iPmlryi', , ..................................................... APPROVED I \ f' Butte County CnAro'nmental Health Date--- -- All r � � ba / Opt Stall SM — t 1 —I (tl) �� , I Drmcr +�•a —`I� 60' Tub/Shwr "�` — (p) u; ' � Signature 11 (Upgrade EvLerlr)` \ 14'-4" -- 5 -3" -5" 22'-O" r-- ------ --- --- ---- - ...._._ -'—............. ..... -. Opt &olden &ablc U5 - 9f 3 .02 SEINES — 02P-5011< _ tl0L10+1A'iA VieW .3 Bedroom, 2 Bath, Family Room - 2,025 Sq. Ft. RESID-ENTIAL! _ 62-50-141. 1868-91P,E _A GRAHAM, Thomas .� 660 Bald Rock Rd, Berry Creek (travel trailer util) - i OFFICE COPY Address i i Me = Date ELECTRIC Meter By - Date. i JOB FINALED (Date) Signature ✓•= OK ' O = Not OK , - = Not Applicable Not Ready MOBILE HOMES = Date MO LE HOME UTILITIES Plans OK except #'s 1. ZgnKng Requirements -Setbacks -Easements Soils; Special MH Support Sketch eLocation -Test- Fal l -C/O Concrete 11�W#_r; Location -Test -Easement Needed ( ketch) lectricity; Location-Clea rences-Grni-Amp-Concrete 6. Gas; Location -Test -Wrap: / _ "L"ft. Nat. or/ / L ft./ / LPG ell arance & Disconnect Date/ 1� Z,_Card B-1 Date Card B-1 I 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 t 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch j 10. Cert. of Occupancy t i I Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS -- Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK excdet #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel r 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- RItrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining - 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable Not Ready_.. RESIDENTIAL (; ' = Date �,er UNDERFLOOR (Plans) OK except N's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except h's 16. Water Htr.: Vent -Access -Combustion Air -Baffle ------------------- ------------------------------------- 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ----- ------ ----- - ------------------- 19. Shower Pan: Test, First Floor -Tub Access ----------------- ---------------------------- 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe: Size & Anchors Date Card B-1 Date ' Card B-1 ------------------ ----- ----------------------------------- Date ----------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ti's 22. Fixture & Transformer Clearance -Ins. Protection -------------- ---- ------------------ ---------------- --------------------- El 23. ec. Receptacles Spacing -Lights & Switches at Doors --------- -------------------------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled -------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. --------------------------------------------------------------- 26. Equip. Ground made up w!Mech. Fastners-Bond Gas & Water --------- ---------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size!GFI ---------- - - ------------------------------------------------ -------------- 28. Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size / ! ga. Cu or At ----------------------------------------------- ---- 29. Range Circ / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------------------------------- ------------ - --- -- - 30. Service -Riser Conductors & Ground -Main Disconnect ----------------------------------------------- 31. Equip Clearances Panels-Motors-Mech. Equip. ---------- --- - --- - ---------------------- - ----------------- 32. Clothes Closet Light -Shower Light -Spa Light --------------------------------------------------------------- - 33. Smoke Detector ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 --------------- -- ---- ---- ------- ------------------------------------ - ---------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ti's 34. A.C. Ducts Insulation & Support ---------------------------------------------------------------- 35. --------------------------- --------------- 35. Vent Fan Exhaust above insulation I----- - -- - ----- - ---------------------------- 3 ---------------------------------------- 36. Condensate Drain & Overflow: Size & Grade -------------------------------------- - - -- -- - 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ------------------------------------------------------------------ ----- , 38. Attic Access & Platform if Furnance in Attic ----------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 .------------------------------------------------------------------------------ - Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ti's 39. Sils. Proper Material & Anchors -------- ------------------------------------------ 40. Walls Studs -Nailing Spacing & Bracing -Plates -Sound 41 Bearing Walls over Girders & Floor Nailing -------------------------- 42. Draft Stop in Walls (rat proof) - ------------- ------------------------------------------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing jingle &,Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3 -Check Garage -3rd Story, 2 Exits 53. _Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ---------- 55. -Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights- Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings -------- 60. 60. Infiltration -Walls -Windows -------------------- Date Card B-1 Date Card B-1 --------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except h's -------------- 61. Ext. Steps -Door & Sidelight Protection -Landings ------------ 62. Smoke Detector ------------------------------ 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ----------------------- 64. Bedroom Exiting -------------- --------------------------- 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ----------------- 67. Stairs & Rails _ 68. Fireplace or Stove Clearances -Hearth 69. Elec. Outlets at Wood Panel: Int. & Ext. - -------- -------------- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance -- ---- --- - - --- -- ---------------------- - - 71. Elec. Outlets & Receptacles at Kit. Counter -------------- -------------- - - - - ---- 72. Garage Fire Door Swing -Landing -Closer _____73._ A.C.-Duct in -Garage -Damper -------------------------------------- -- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection 75. Plb. Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ------------------------------------------ 77. Insulation -Foam -Looked in Attic ❑ Yes _ ------------ 78. -Guard -Rails & Deck Construction -Post Caps ------------------------ -- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No -Stucco_Brown_Fi-- ----------- ------ 82. A.C. Unit: Disconnect. Electrical, Plumbing ---------------------------------------- -- -- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings ----------- -- ------------ --------------- 84. Water Well. Disconnect, Electrical, Plumbing ----------- ------------------------------ ------ 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground ----------------------------------- 86. Ventilation Throughout House ----------------------------- ------------------------------------- 87. Glass Protection ------------------------- 88. ------------88. Corrections from Previous Inspections - - - - - - --------------------------- 89. Gas Test -Meters Tagged: Gas -Electric__ -------- 90. Water & Sewer Connected -C/O to Grade -HD Approval --------------------- 91. Energy Compliance Certificate -Other Certificates ------------------------------------------ --- Date Card B-1 Date Card B-1 Date - - Card 8 -= Date ------- ------ - ------Card B-1 ------------------------------------------ - Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE t DEPARTMENT OF PUBLIC WORKS '- 196 Memorial Way, Chico — Phone: 891-2751 -� 7 County Center Drive, Orovi Ile — Phone: 538-7541 ; !�f 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. > Psi ✓ C 'L. _ � P ci� 1 . / %< -- P10 1 ! t Ct-r— Q An L✓ b L-') 1 rQ W �fN / ✓% lA /�� ��//liT 1�t—e.!.i'' ,•� Q � �i � I ,o�' � 9 Gr ir E'LC�,. Is CL Z �"A0L'* 4�1�raEr�►/1 r Date 2 Inspectorv' t Date 2 Inspectorv' partneenta memorInter-Deo andum _ o cQup� TO: FROM: (D� SUBJECT: 1 vY/v I� _ 4,; Li -J v G/ DATE: �� J -4-t ?/ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ' 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 62-50-141 ZONING U BUILDING PERMIT OWNER THOMAS GRAHAM 408 TELEPHONE 946-0657 SQ. FT. OCC, BUILDING VALUATION OWNER'S MAILING ADDRESS 1164 STARDUST WAY MILPITAS, CA CONTRACTOR•SNAME OWNFR TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER NnNF UNKNOWN otal Valuation Is Filing Fee $ AX LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER NQNF LICENSE NO. Plan Checking Fee $ 15.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 4, 0 BALD ROCK RD BERRY EEK Permit fee $ 15.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP lZsL�(-t7 Water piping * 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other TRAVEL TRAILER SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home G 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilitiesa Installation❑ Other ❑ Describe work: TT—TT _ ' Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 in nn Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW of p 1 y (Check One): I declare under penaltyperjury ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. I, as the owner, or my employees with wages a5 their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.ad) OR ACDNS- 1 ACC. BLDGS. / yzQsgft NEW CONSTR. HCIRCUITS) NO N•R ESID BRANCH CRC ITS 2.50 ea POWER APPARATUS tr SINGLE OUTLET CIR. ) EX. OCCUp(OUTLETS OR FIXTURES 30 DAL0 eALoso FIXED . OR EX. Occup. OUTLETS TS (R(RESESTD.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 15 nn Misc. Wiring 15.00 Permit Fee $ 37. 50 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to -Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed,revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s id County in conseq ence of he granting of this permit. A,11 X`� AL/ DateOzyl Signature of Applicant — Ow er❑ Contractor ❑ AgentEY" An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE — TOTAL FEE $ 2.5 H AZ. CUA PARK SCHL FLD COF PAR PD I H ISS This permit is hereby issued unoer the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated abo a for which fees have been paid. D) E ORO P BLIC WORKS By. Dae P L 2 PERMIT EXPIRES ate Receipt No. 93978 WHITE-D.P.W.. YELLOW-ASSE330R. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLq, CALItViNIA 95965 - TELEPHONE: 916/538-7541 ( PERM IT,APPLICATION DATA SHEET/ /� ,�A1 Permit No. < OWNER �S U" 11h1vi A. P. No. 62 SOO — t' Proposed Building Use ��� Building Inspector ted Date (C"- /0- '�/ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. 2. Plot plans in duplicate/triplicate, signed by preparer of plaris''... 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. �DOI District fees paid .............. Sanitation approval from 6 Health Department City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19 Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner 11).. "�►. 1*' 2=Z -_,Recorded copy of Agricultural Acknowledgment Statement ......... i—/` 25. Letter of signalure authorization ................................... 2 EC, f'-�112���� b 27. When you issue the permit, process as follows: _Mail to owner. Mail to contractor. Telephone and hold'for,pickup at office. Deliver w/inspector. Other A jgjr7 Applican V4 �`^/ ate lv 17--�>j 7 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent _Health Dept. _Fire Dept. Other Date By .71 The following data must be submitted p r�p t I u ce: le new item not checked above). 1. Index permit for above items No. �h�l 0, W� - 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone-mail counter by f .date Contractor, designer, owner, was advised of above required data by_phone_mall_c unter by date Plans checked by Date PI/approved by Date ' Sets of plans on hold in File cabinet ZAP folder r Copy—DPW TO Buildind Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location/. AP# V Plan Approved for: Sewaqe Disposal Water Supply Hold final for: ^incl clearance O.E. for: Clearance for bedroom --Q--- NOTE * _ A.4 Starian Water Supply Water Supply Other �i, / . T0w: Build ngAlpartment FROM: Encroachment Permit Section RE: Driveway Clearance �dl e vvt 6- ra owner r Driveway permit si ature U location 0 0 AP # has been issued for _the above property. �°-1,2-- ?,,/ date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Californie,95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PAR E NUMBER (� 5-o O ^ I q ZONING' )- 1/ BUILDING PERMIT OWNERTELEPHONE �?oMAs YOE 9�LE:0652 SO. FT. OCC. BUILDING VALUATION I am licensed under provisions of Chapt. 9, DIV. 3 of the Business ITS BRANCH CIRCUITS) NO-FMSIT APPARATUS e OWNER'S MAI LIN DQRESS 5 and Professions Code and my license is in full force and effect.SINGLE CONTRA R S N/�M 156-35 TELEPHONE 'Ex. Occup(OUTLETS OR FIXTURES 1.20 L& 30 CONTRACTOR'S MAILING AOORESS Fireplace CON3TRUC TIO ; LE►I VX UNKNOWN 1. Total Valuation .D FIXED APPLNS. OR Ex. Occup. OUTLETS IRESID.I EA.) Filing Fee $ -- -___10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEERLICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ Q ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS �^ ' )eQ I Permit fee $ /$• 60 PLUMBING PERMIT Filing Fee 10.00 P�` Each Trap 2.00 Solar or heat pump water heater 20.00 LOT ! //NO. 1T / SUBDIVISION NAME PARCEL MAP I I Water piping 5.00 Each qas water heater or vent 5.00 USE F STRUCTURE D /J ,/ SF ❑ Duplex❑ Mobilehom Other �K�VG'C`��`- SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home 12DI G 0.00 ea ,CC) TYPE OF WORK New ❑ Addition ❑ Rermodel ❑ Utilities Installation❑ Other ❑. Describe work:— Permit Fee $ 31,00 Contractor' ELECTRICAL PERMIT Filing Fee 10.00' Main service 100v DR LESS 100 AMP OR LESS 10.00 O Main service EA. AOO'L- 100 -AMP - 2.50 for this reason Permit Fee $ ZS, -7r50 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Cooling of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject Hood 3.00 to the W. C. laws of California. Ventilation Notice to Applicant: If after making this statement, should you become subject Permit Fee $ to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor 1 certify that I have read this application and state that the above information Mobile Home Installation Fee S is correct. I agree to comply to all County Ordinances and State Laws relating Energy Inspection Fee $ _ to building construction, and hereby authorize representatives of the Countyot occ CONST TYPE Butte to enter upon the above-mentioned property for inspection purposes. TOTAL FEE S I also agree to save, indemnify and keep harmless the County of Butte against HA2. I CUA I PARK I SCHL I FLD I COF I PAR I PO I HO. ISSUI all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. This permit is hereby issued uncer the applicable provi- x Date sions of the Butte County Code and/or resolutions to do Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- DIRECTOR OF PUBLIC WORKS ion of structures over 3 stories n height. Receipt No. 3 gr 10? g:�— By r���.�tT CvrytgcS r�.,•o Date CONTRACTORS LICENSE LAW '_ NEW CONST. .DWELLING OCCUP.N) 'hltsgf I declare under penalty of perjury (check one): OR A.O.S. ACC. SLOGS. N£w'"C'ONSTRU TI.OUTLE 2.50 Be ❑ I am licensed under provisions of Chapt. 9, DIV. 3 of the Business ITS BRANCH CIRCUITS) NO-FMSIT APPARATUS e and Professions Code and my license is in full force and effect.SINGLE OUTLET CIR. 'Ex. Occup(OUTLETS OR FIXTURES 1.20 L& 30 License No. Classification. ❑ 1, as the owner, or my employees with wages as their sole compen- FIXED APPLNS. OR Ex. Occup. OUTLETS IRESID.I EA.) 2.00 sation, will do the work,and.the structure Is not intended or offered Temporary service 10.00 for sale. (Sec. 7044) Mobile Home Facilities 15.00 ❑ I, as the owner, am exclusively contracting with licensed contract- Misc. Wiring 15.00 ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ ZS, -7r50 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Cooling of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject Hood 3.00 to the W. C. laws of California. Ventilation Notice to Applicant: If after making this statement, should you become subject Permit Fee $ to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor 1 certify that I have read this application and state that the above information Mobile Home Installation Fee S is correct. I agree to comply to all County Ordinances and State Laws relating Energy Inspection Fee $ _ to building construction, and hereby authorize representatives of the Countyot occ CONST TYPE Butte to enter upon the above-mentioned property for inspection purposes. TOTAL FEE S I also agree to save, indemnify and keep harmless the County of Butte against HA2. I CUA I PARK I SCHL I FLD I COF I PAR I PO I HO. ISSUI all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. This permit is hereby issued uncer the applicable provi- x Date sions of the Butte County Code and/or resolutions to do Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- DIRECTOR OF PUBLIC WORKS ion of structures over 3 stories n height. Receipt No. 3 gr 10? g:�— By r���.�tT CvrytgcS r�.,•o Date COUNTY OF BUTTE - Departmeht of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) _j9a-c PoT signed -an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: P y Pro ert Owner Social Secur'ty Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. -r e RECORDING REQUESM By MAIL TAIL STATLMEM 7D •_.,� ... "Same As Below" WREN RECORDED MAIL rD F. N"ne st" Thomas W. Graham Add" 1164 Stardust Way Chi Milpitas, Calif. 95035 L ORDER NQ ESCROW No. —1I 89-17951 99-017951 Rec Fee 7.00 I DOC 15.95 Recorded Total 22.95 Official Records 1 County of Butte BUTTE COUNTY TITLE Candace J. Grubbs 1 CO. Recorder B:OOam 17 -May -89 1 RB 2 RECORDERS USE ONLY GRANT DEED (JOINT TENANCY) The undersigned grantor(s) declare(s): Documentary transfer tax is S 15.9 — —,—a� 7t XX) Computed on full value of property conveyed, or ANS., ( )Computed on ue ass value o ie"3n.-eR4encumbranees remaining at time of sale TA)fPAO ' ( ) Uninco rated area ( )City of Tax reel No. Q62 SO 0 14 FOR A VA N, receipt of which hereby acknowledged, is, RONALD LEON JOHNSON and 'DOROTHY LOUISE JOHNSON, husband and wife hereby GRANT(S) to THOMAS W. GRAHAM and DOLORES A. GRAHAM, husband and wife , AS JOINT TENANTS, the following described real property in the County of Butte , State of California: SEE EXHIBIT "A" ATTACHED HEREWITH FOR LEGAL __ DESCRIPTION owl. n i... l,'. Dated: May 3, 1989 w,✓` Ronald Leon Jo Doroth .Lou se Johns STATE OF CALIFORNIA / County of A % �•.1— ,�r7f- On this day of 19-!?/— , before me, the undersigned, a Notary Public in and for said County and State, personally appeared o lf-,O L eTOJt1 6 dr Aj d o .1j 19"7�D .12!2 y /-ate cio "tafY"q S o J' personally known to me (or proved to me on the basis of satisfactory evidence) t9, be the person s whose name subscribed to the within instrument and acknowledged that executed the same WITNESS my hand and official seal. OFFICIAL SEAL VIS N OTAA R YR PU B L I CSI -CAA LLII FO R N IA Maid Principal 011ke In Conus Costa County Nota blxc in and funty and State n My Commission Expires Sept. 27, 1991 (Notary Seal) FD -13D (Rev. 10/88) MAIL TAX STATEMENT AS DIRECTED ABOVE DESCRIPTION All that certain real property situate in the County of Butte, State of California, described as follows: A portion of the East half of the East half of Section 33, Township 21 North, Range 5 East, M.D.B. & M., more particularly described as follows: BEGINNING at a point on the East line of said Section 33 from which the East quarter corner of said Section 33 bears North 01° 42' 01" East, a distance of 577.21 feet distant; thence West, 390.50 feet to the true point of beginning for the parcel of land herein described; thence from said true point of beginning, con- tinuing.West,_205.45 feet; thence North 489.61 feet to a point in the Southerly line of the Balt: Rock Road; thence along said Southerly line, being along an 870.00 foot radius curve concave to the Southeast whose tangent at this point bears North 63° 46'08" East, through a central angle of 11° 28' 52" an arc distance of 174.33 feet; thence North 75° 15' 00" East, 16.38 feet to the beginning of a tangent curve concave to the Northwest having a ,radius of 930.00 feet; thence along said curve through a central angle of 01° 42' 01" an arc distance of 27.60 feet to a point which bears North from the true point of beginning; thence South, 562.12 feet to the true point of beginning. END OF DOCUMENT r� Return to DPW 91~25298 AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned 91-025298 for agricultural purposes, and residents of this property may be subject to incon- Recorded veniences or discomfort arising from the; Official Records use of agricultural chemicals, including, County of but not limited to herbicides, pesticides, Butte and fertilizers; and from the pursuit Candace J. Grubbs of agricultural operations including,- Recorder but not limited to cultivation plowing 8:02am 24 -Jun -91 � spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. tural zones which have as a priority use for productive within said zones and on adjacent property should be or discomfort from normal, necessary farm operations. I 1 Rec Fee I Check I I I I I I I 5.00 5.00 JJ 1 Butte County has established agricul- agricultural purposes, and residents prepared to accept such inconvenience All that real property. situate in the County of Butte, State of California, dexscribed as follows: ,� �y air- �a ��- c r�_e -e.� 7' 5 77 a2 t41 1�9az:;aQ/12 �1 .O . (% �L�� � (��( (,r/1t2. 1. d'I?.0 6t�l.,e��(} � 0�-t.�.�l�.ao Yr • �;��-�el �-�., / • Q- L�j�/l-� 'r_ l aAei / �Lf 3 3 , iK/�2 ` q &'Lt,4, ! 6 elf/ a� v i // • S 9 zd � � ' a �- ger . C6 44tL'v�c.Pa� ' -10 Date: - F OPERTY OWNERS: -77 �r� �-I- s a. �a Buz - State of e �. ) On this the Lr% day of J- 1// g' l , 19.7/, before me, the SS. undersigned Notary Public, personally appeared County of E] Personally known to me.D<Proved to me on the basis OFFICIAL8EAL of satisfactory evidence. BOB E. OLINGER to be the person(s) whose name(s) �/G NOTARY PUBLIC -CALIFORNIA SANTA CLARA COUNTY subscribed to the within instrument and acknowledged that MY COMM. EXP. MAY 25, 1993 executed the same for the purposes therein contained. I`i WITNESS ' WHEREOF, I hereunto set my hand and official seal. Present A.P. No. �2-,- 55)6 — Notary P is EN® OF DOCUMENT s - c tans and specifications MUST be ;his set of p 4ceplt met and it is unlawful to on the lob at all ti `make any changes or alterations on same-with' rmis .ol from the Department of... out written pe . public Works, County of Butte NOTA Moferiah do Worlaeanship SW 9►- h► Accorderxe with Recognized Good Pracatieuei =d. of a- quc!,l prescribed for the S ified in* in' #6 Uniform► iPlumbing & ng, Codes and Fhe._�1oti�ai Eiieet+rieal Cods. A setback of 5 ft. from the property tines and a setback of 50 it. from the road centerline shall be clear of ;structures or equipment except for a 2 ft. eave overhang.. A vo C«2 of Arc- E.45F.tiF4-7� , ul CS I. . BUTTE COl1NT! �AkP BUILDING. DEPARTMENT �PP�g9VED COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 Thomas -Graham 1164 Stardust Way Milpitas, CA 95035 With reference to the above subject: " Attached is: DATE June 17, 1991 RE: B.P. #1868-91 A.P. # 62-50-141 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER X/ We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural -details in Complete plans and calcs in by registered engineer or.architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW),. sets of.plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico _ X 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte .County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing X Recorded copy of agricultural acknowledgement statement. XXX Should you have any questions concerning the above, please contact Rod Taylor of this office. Yours very truly, William Cheff Director of Public (forks J.F. Glander JFG/aj Chief Building Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA: 95965 PHONE:. 916--538-7541 DATE- 7 a, o RE:%V(Z� A.P. # With reference to the above subject: " Attached is: Application for permit Mobilehome Utilities Installation Sheet - Building Plans Mobilehome'Installation Information Sheet-. Engr...Calcs Typical Plan Sheet Owner -Builder Verification Form List of.Codes Enforced . Zil"We need the following information: Permit application signed -and completed where indicated.with all copies returned., - Fees of $ payable to Butte County Treasurer. :,.. Certificate of Workmen's Compensation Insurance or -.check exemption statement:_ Contractor's License Law information or check. exemption 'statement. Complete plans in , including: plot. plans.. _M __- Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including. Street and drainage improvement plan approval -from Land Development Section.=(DPW).:_: sets of plans -in accordance with the changes marked in. red.. Sanitation approval from Butte County Health Department. at: �96 Memorial Way,' Chico ✓ 7 County Center Dr., Oroville :._ .. Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive,- Oroville, for Completed Owner -Builder Verification form. Recorded copy of -deed showing ecorded copy of agricultural acknowledgement statement. / �� Should you have any questions concerning the above, please contact of this office. Yours very truly, William Cheff Director of Public Works. .F. Glander Chief Building Inspector t•,: .R V'Y.' MARRIAGE NE $UPPORiS cDACr+ I :BEAN' - �. :.AH' SPECIFIED' B Y:HOME` STANDARD" CAL. VER [ I a x _.... C.. R a`- 3za' L'..NOTES; SUPPORT' PIERS .AS. GENERA : 3' PL'ATE'. :BOLTS. .. ... " SPEcIFIED .BY' HO R-&ERENCE:CALIF.ORNIA .CODE- 6F.'RE TITIiE'25' AND U.B.C.' 1994 :.. MANU ME : .: ....•; -f.•• ... .. .. F.ACTURERr MAXHT. AHOVE''LAMP. I . STD Pt¢E':... .:. :... L.: DESIGN LOADS:' TUBE 4 INCH SHORT ' - 8 INCH: LONG TUBE. 4' - 3%8. COLTS IA INCH EX -LUNG TUBE TIGHTEN.TO': ^ 180 IN -UBS. .. ' . .H. TUBE U ST '� �•' :F`'' •�.�•� j"�'j .EXTEND' < - O <iS-FT-LBS)' TOR QUE 3' MIN IN TO CLAMP3/16 PPLATE ' CLA HEIG COACH. SIZE -' CAL' L:L:... UBC' LITERAL LOAD :SEISMIC . :'ZONE ' SINGLE WIDES. 30 Psi 1.4Q Ps[ 170 MgN.* •' '. B 4. . DOUBLE WIDES'30 Psi -416--.; Sf 0 TRIPLE 'WIRES 30 Psf 40 Psi :BO M' 'B'.. ' - ..:.'4 o }� .F,. i - --- INCH SMALL . ni :. : 374 THREADED ROD " 1t.5. LNC, REGULAR ' THE DESIGN::LDADS SHAIiL :BE CONSISTENT WITH"ROOF LIVE LOAD,- WIND LOAD, :AND ` �O (I��•�jI 38S INCH EXTRA LARGE 3ii6"`.PLATE"LEGS SEISMIC ZONE' AS ESTABLISHED. FOR.'PERVe ANENT 'BUILDING - WITHIN- A `SPECIFIC- IC -:LOCAL .::.:.. '�msnRa.!mdtic I [nvuc imt TYP.'OF 4_ 'AREA. : ;.' ' c' . • . . ' caws . tww BOLT .. .. .--': r _ STITUTE I L�j_ V i7•. HARDEN � . PLATED WA 4• ALL FOOTINGS ARE.IDa HE SUPPORTED BY<FIFIM LUNSATURATED, U DISTURBED'...' ti w' SOILS FOOTINGS:. ARE DES,IEGNED FOR 1000 PSF TOTAL LOAD SOIL PRESSURE • 1 HER AND IHALL'.HE COMPATIBLE . WITH LOCAL SOIL CONDITIONS. r [ [] SEISMIC. 'P:IER Not:. .to Scale 5: sTRucrvRAL.srEEi ,FFyy o 0 `� C LA C.P. SEISMIC PIER#1-PATENT #5:595366 ' b SHALL- BENFABRIC TEASTM ACCORDWG = 3AISCI SPECIFICATIONS. ® II� NS c: SHALL .BE : WEDDED ACCORDING TO TO. SPECIFICATIONS: 4' 4 4. 4 1. ELECTRODES:. E70 h. PLATES: ASPM A38' '' " I I• I: 1 I I 2 - 3/8' x 1' 'BOL'' S W. BOLTS:. _ STANDARD ASPM A307. ,: , U y ' ®• ® ® FIELD DRILL HOLES iv. THREADED -ROD: COLD. -"DRAWN LOW CARBON' WELDABLE a OPTION OF d. ALL METAL' COMPONENTS INCLUDII NAILS 6c':SCREWS ETC. ARE TO'BE O a - a14 TEx STSCOACH C PROTECTIVE COATED. 0 OR J BEAN. 6. THE PIER SUPPORT' ASSEMBLIES SHALL 13E COATED WITH SHERMAN WILLIAMS tel -RC2 U 1 j� I,�j 0 OR APPROVED EQUIVALENT: Tn ~ C I I I I I !/4'x2'x4': 3' x 3' 7. THE C.P. SEISMIC' PIE S BE LTSTED AND LABELED BY CERTIFIED TESTING AND v� Q AhIGLE 3' VIDE PLATE CONSULTING. SERVICES jCTCC FOR. THE FOLLOWING. LOADS: 4 r -� a. LATERAL : 1700 IBS. ULTIMATE LOAD U d rI N o b. VERTICAL 13000 ULTIMATE FLA W 4 BOLTS 8. TTHI FOUNDATION OUNTf TIONS q CR03S JOl�i CINE 'MANUFACTURED' BUILDINGS CONSTRUCTED 3 �•. ` SEISMIC O.� x BUND IlOH SEISH!C PIER -,°I I PIER 9. THIS FOUNDATION SYSTEM PLAN IS DESIGNED TO :BE CONSTRUCTED ON A FAIRLY LEVEL H ®. PAD. & FOUNDATION SITE WITH NO EXISTING' SOIL, PROBLEMS', 'Ir SETTLEMENT OCCURS DUE TO POOR SOIL, N N PADS SEE NOTE 11: 10.CHASSiS BEAM SUPPORTS SHALL 'BE'LOCATED AND SIZED'FOR rU, W. THE LOAD AS SHOWN IN 'THE MOBILE HOME INSTALLATION INSTRUCTIONS. W £. Y'. CJ 'EDC C C.. C TYPICAL BEAM C D N:N E C T I D N 11. IN AREAS WHERE DIFFERENTIAL -SETTLEMENT {D.S:). CAN OCCUR; MANUFACTURED HOMES E , C? OU71.RiE oY ' o. Not to Scale SHALL BE READJUSTED -WHEN -D.S. EXCEEDS 1/4 , -OR WHEN: IT WILL ADVERSELY AFFECT 'y' Cd MDQ ' 4 4 4 4 OUTLINE THE USE. OF THE MANUFACTURED HOME. `� ' 0 ul .: . >COACH OF MOBILE 12. STANDARD 'PIER & FOOTING ;SPACING PER"MOBILE' COACH' MANUFACTURERS .. - COACH 12 SO IN OVERSIZE FOR :CHIPPING INSTALLATION MANUAL WITHOUT. MANUFACTURER'S INSTALLATION .MANUAL, 0', 24', 28', '28', 'OR '32'' 12, 14', OR 16'-J AHD OR CORNER BREAKAGE SPACING OF STANDARD PIERS AND PAD SUPPORTS TO BE DETERMINED BY �k v �. STATE MOBILE HOMES PARK ACT. E V' N PLAN PLAN 13, THIS 'SYSTEM : IS ADAPTABLE WITH HOLLOW MASONRY BLOCK PIERS. ,, . DQUBLE WIDE MOBILE COACH SINGLE WIDE MOBILE COACH FOUNDATION PAD: 'NOTES: ' . Scale: 1' - TO• Scale: 1' = 10' . I. THE FOUNDATION PAD.'SHOWN ON THIS PIAN IS .A PRECAST CONCRxTE FOUNDATION PAD. THE PLYWOOD FOUNDATION PAD MAY. BE USED AS- AN ALTERNATE. 2. FOUNDATION PADS SHALL BE.PLACED ON LEVEL UNDISTURBED SOIL. a ` 3. CONCRETE FOUNDATION, PAD 0 A. 3000 PSI AT 28 DAYS AS TESTED AND MANUF; 'BY STARLITE WEIGHT CONCRETE. B. PREFERRED, PAD'ORIENTATION WHERE EVER POSSIBLE IS THAT THE LONG DIMENSION OF THE PAD BE PERPENDICULAR TO THE. COACH. BEAM (A$ -SHOWN ON THE PLAN). C. WHERE FIELD CONDITIONS REQUIRE 'PAD ROTATION; NO MORE 'THAN' HALF OF THE. PADS IN 'A TRAVERSE'. I LNE, CAN : BE ROTATED SO THAT TRE :LONG DIMENSION s OF THE PADS ARE- PARALLEL TO THE' .COACH BEAM. 36 1/2' E f 4. PRESSURE TREATED ' FOUNDATION •PAD ' ,,. . 5/8' x 1 3/8'. FLANGE A. 3/4 INCH A.P.A. 48/24 EXTERIOR P,S:I:-83 CC. PLUGGED, NER=.QA397,PRP-108. STAINLESS INSERT' w I' COACH SIZE NOTES: 1..MAXIMUM LENGTH OF SINGLE -WIDE COACH = 68 FEET. Z (� y= 4x4 -4x4 .'vF 2. MAXIMUM LENGTH OF DOUBLE WIDE COACH = 70 FEET., Q. : ;Q ' 3.. MAXIMUM. LENGTH OF TRIPLE WIDE COACH = 70 FEET. E`I' . PRECAST . F D'U N D A T I. C} N PAD 4. UNLESS APPROVED BY TIiAR & ASSOC.; FI OOR TO RIDGE HEIGFfit` NOT: TO EXCEED: ' (/j : W it "s 'A. 8 FEET 'FOR .SIN.GL.E WIDE. COAT HES. ' .. Not to scale B. 10 -FEET F012 20' FEET.DO:UBLE' WIDE. COACHES.. C. 12 FEET: FOR' 24', 28', 28' & _ 32' DOUBLE WIRES k ALL TRIPLE WLDE COACHES W ` "• : � Z' . -+ o.d �. 5!FOR''TRIPLE ' WIDE -COACHES, "FOLLOW - SAME' PLACEMENT" PATTERN --AS-. ASHOWN ON: THE { DOUBLE '.WIDE' MOBILE. COACH PLAN: 3/4 :PLYWOOD SHEETS 6. FOR 'ANY COACH SIZE-: OTHER THAN ` AS'. SHOWN ON TIHIS PLAN' OR REFERENCED ABOVE, :a •. CO SCRE.VED TOGETHER' -WITH . � LAYOUT SHALL BE REVIEWED AND APPROVED BY THARP do ASSOC;, INC. L' 30'x32'x3/4' 8 q8 x 1' 1✓2' 'FH4S�: .� ti+.Y�,. Z PLYV ODD rte. c r� 9d i MOBR.EHOME FOUNDATION SYSTE.f .. r� V •+ ' HOLES FOR i Hr •. :: y� 1/2 x 2 C i. .. AND SOFT . SECTIO18531 . / CODEN ' 1/2' C.B. APPa.C7;>J . a.: - SUBIECC TO CCS: -moNS NOTED 18 CD E P.LYWODD i .. APMOVA.Dozc;NorAUrHOR ORAMROYEAW: O` O: . #.' O.MUSIDNSORD`IIAT(ON FROM REQUD1Fa¢7.73 OP .•:. .' . SPLG\7—•-rir_ u•�.',:lD? .TSL:^NS . ousiniWCD d+!D'. ' . a CODE4 STANDARDS -;:+ - = SCALEI AS SHOWN .:. DATlmi: PAD: MAX F � DRAWN YM. SB1N0. �3 ` ' ,q CNII-: Q' 9536-80;: ALTERN:A'TI`� E^PL'Y���O a �� Z�'�O`7 ' 9lFCFGAL1fOQ. JOB :#A .:. - - • � � c PAD T N i K EL �/A ID. F. ND:.TI N NO ESC - - �. a D :.: NUT. TO .SCALEEET It m eA— aX4 lavn �' ���'�/ ���" C 2 �edvQo�� 00 ise (C(vrlh 6-L Ca -75( 7- -S Z-1 A LL STRUCTURES AND MCUPMENT, "INULMM C VERHANGS SHALL BE CLEAR OF ALL EASEMENTS.. A SET BACK OF FT. FROM THE SIDE AND �rSOIVI THE REAR PROPERTY LINES AND 3, iv F141 !FROM THE ROAD CENTERLINE SHALL BE CL- , OF STRUCTURES AND EQUIPMEUT-EXCEP1, DR A 2 -FZ EAVZ OVERHANQ +1 Rt-MEEWED BY BUTTE CO. FIRE DEPT. CALW. DEPT- of FORESTRY ti 0 aMroved as submilted -dv N. pplove Mh conditi6 14 p _2 LSionsture G-rcAvc. NOTE: See the attached Re Ulreme�ts Pages PLANNINGL DIVISION -L BUILDING Use: PLANAPPROVAL Parking: LandscaOng: her - ;00 %ba Signature: I)rc4ujv 04KOING DEPARTWM,�', RO v /� C' vt o Creek, N. c759i4 q72 r7e . 2-- 690- 005 � ... � ... � � t v 2o5'.+ ENVIRONMENTAL H& MAY 0 5 2003 7 COUNTY CENTER DRI APPROVED Butte County Envilonmental Healtl -03 7 b7ai/e Signa.. e 0 - QvCl I. 7 Spcc-q(��Cndz' CA