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HomeMy WebLinkAbout079-260-016O HOYT GILLEY JR-. r 7q ` (l 7281 Lower is rf yandotte, Orov ille Gontr: Clanton Corist• Permit#918-88B(newgarage)411;2ZIg�` - t 036-3 i 0-02;Z5 — 05-0422 MILLER, DAVID 1 7281 LOWER WYONDO LE ' OROVILLE CONT: OWNER NEW MH PERM FND B07-2376 „'.i _ ` ] " MISCELLANEOUS 079-260-016 't<, "COV DECK =FRONT 60' BACK 624'. eck 7281 LOWER WYANDOTTE RD MILLER, DAVID - v o ■ i Q 1 l 's 1 t i i wee � _ �_ I � s_��► - � `� � � � _. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 7281 LOWER WYANDOTTE RD Owner: Permit No: B07-2376 APN: 079-260-016 MILLER, DAVID Issued Date: 12/26/2007 By KEJ Permit type: MISCELLANEOUS 7281 LOWER WYANDOTTE RD Subtype: Wood Deck OROVILLE, CA 95966 Expiration Date: 12/25/2008 Description: COV DECK - FRONT 60' BACK 624' (530) 589-3452 Occupancy: Zoning: A5 Contractor Applicant: Square Footage: TIMOTHEY HECKER Building Garage Remdl/Addn 65 DAMON OROVILLE, CA 95966 Other Porch/Patio Total (530)589-6939 684 684 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Deck -Open (Wood) $159.00 DBSMIP Residential $1.09 Total Charged: $235.79 Fees Paid: $235.79 Balance Due: $0.00 Receipt No: B5383 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed 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 pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 12/26/2007 penalty ($500]; Please check one of the following: Contractor's Signature Date 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 P OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND WILL MAINTAIN the work himself or herself or through his or her own employees, provided that such improvements ❑I A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one, WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section nee not be completed if the permit is for one hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: �f �I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' 12/2.6/2007 Za X compensation provisions of Section 3700 0 •the Labor Code, I shall forthwith comply with those provisions. / �j /!r'— 12/26/2007 wner's Signature Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building ,2X nature Date ARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the authorized to act on the r perty o er's behalf. CONSTRUCTION LENDING AGENCY e 12/26/2007 7_Nme_o2fP/,�r.ittmee I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency forIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR; /dAgent for Owner ❑Agent for Contractor FILE COPY Lenders Address City State zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last NameI LI -EA Fitt A v !� Mailing Address %Z 0/ Lawe - a•'+ a e CityOYv v t le- Stat Zip cls--76� Phon - 3 0 S� 3 y5-,_ Fax E-mail APPLICANT IJYFORMATION CONTRACTOR Name ? Address State City Phone State Zip Phone Scl FT- Living Garage Fax E-mail Lic. # Class APPLICANT IJYFORMATION ARCHITECT/ENGINEER , Name ? Address State City Phone State Zip Phone Scl FT- Living Garage Fax E-mail State License Number APPLICANT IJYFORMATION Name r� n 1�- Address W\oy-,- Flood Zone City State Zip Phone Fax E-mail APPLICANT SIGNATURE X PERMIT NO. 1 PROJECT LOCATION AP# "Spoperty Address 72 1 owes K�10-1 e City o vjI(to WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: vA bar -k de-ci+< + croll:� dec Flood Zone SRA Yes No Occ. Type Const. Scl FT- Living Garage Open C ^ / ❑ Structure Built without Permits '_/✓� ❑ Proposed Change of Occupanck (Note previous use): For office use ly: Zoning Flood Zone SRA Yes No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municit)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-2376 Location: 7281 LOWER WYANDOTTE RD Parcel Number: 079-260-016 Date: 11/21/2007 Owner Name: MILLER, DAVID Phone: (530) 589-3452 Description: COV DECK - FRONT 60' BACK 624' Signature of Applicant: Date: 11/21/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 1.r��g National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment (LESS THAN 1 ACRE 1 Reference Number: B07-2376 Date: 11/21/2007 Location: 7281 LOWER WYANDOTTE RD By: GLB Parcel Number: 079-260-016 Sub Type: Wood Deck Owner Name: MILLER, DAVID Phone: (530) 589-3452 Description: COV DECK - FRONT 60' BACK 624' By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed"---- Title: ignedTitle: q e ✓►,-f— FILE Date: 11/21/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-2376 Date: 11/21/2007 ' Location: 7281 LOWER WYANDOTTE RD By: GLB Parcel Number: 079-260-016 Su Type: Wood Deck Owner Name: MII.LER, DAVID hone: (530) 589-3452 Description: COV DECK - FRONT 60' BACK 624' The above permit application has the following Clearances required prior to indicated below regarding specific requirements pertaining to your permit app Yes No DRAINAGE DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 9 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2 0 ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 8 5-4711 issuance. Please contact each department - (530) 533-0740 Chico Area Recreation District, 545 Vallombrosa, C co CA 95926 - (530) 895-4711 Durham Park &Recreation District, 9447 Midwa ,Durham CA 95938 - (530) 345-1921 ri Feather, River Recreaction & Park District, 12 Myers Street, Oroville CA 95966 - (530) 533-2011 El 11Paradise Parks & Recreation, 6626 Skyway, aradise CA 95969 - (530) 872-6393 Signature -of Property Owner: Date: 11/21/2007 FILE ict, 300 B Str t, Biggs CA 95917 - (530) 868-1281 Biggs Unified Scho/istrict, 11 E Chico Unified Schoict, 1163 st 7th Street, Chico CA 95926 - (530) 891-3006 ❑ ❑ Durham Unified Scstrict, 4 0 Putney Drive, Durham CA 95938 - (530) 895-4675 ❑ ❑ Gridley School Dist9 Ma olia, Gridley CA 95948 - (530) 846-4723 ❑ ❑ Marysville School D 19 B Street, Marysville CA 95901 - (530) 741-6000 El El Oroville Elementarl istrict, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union Higashington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified Scstrict, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Aural Acknowledgment Statement- See Attached Instructions City of Biggs Plan 'mg Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: 0 Other: E:] Other: , Signature -of Property Owner: Date: 11/21/2007 FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-2376 Job Address: 7281 LOWER WYANDOTTE RD Contractor: Printed: 11/21/2007 9:35 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBMSC Deck -Open (Wood) 0010-440001-4210500-1010 $159.00 11/21/2007 $159.00 DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 11/21/2007 $75.70 DBSMIP Residential 1001-0-280-1011298 $1.09 11/21/2007 $1.09 235.79 $235.79 Printed By: Gwyn Benedict Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: Date: 11/21/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). �� '� ..�: � �� � �° 'tea -- 2a �; �� � -� � �. A i, 0 .. a �� �� a BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES Building Division PH:. 530-538-7541 7 County. Center Drive FAX: 530-538-2140 Oroville, CA 95965 www.budecounty.neUdds TYPICAL PATIO COVER CONSTRUCTION ROOFING MATERIAL PER CBC CHAPTER 15 MI�2x .F #2 LEDGER, AND ALL APPLICABLE COUNTY ORDINANCES. FA E 'T1�ACL STUDS ROOFING TYPE RAFTER SPACING WITH INCHES O.C. FOR SOLID ROOFS USE SOLID BLOCKING CBC SPAN TABLES 23 -TV -R7 PER CBC Sec. 2316 FOR 10DL+20LL=30 LB. TOTAL LOAD. SHEATHING TYPE (FOR LATTICED ROOFS, USE SPAN TABLES ON BACK.) wo BEAM SPAN FEET INCHES BEAM SIZE x INCHES APPROVED NUMBER OF POSTS POST CAP = TYPE O POST SIZE — w x INCHES I�C� --/-------------- 3-1/2" MINIMUM SLAB THICKNESS ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER AND EVALUATION REPORT TYPE INV' ES, f� SIZE �'�G c APPROVED RAFTER TIE CLIP TYPE IN BEAM F1 APPROVED HANGER TYPE WIDTH FEET INCHES. --� APPROVED POST BASE TYPE 9"MIN. Gj ' / BIB / C7 / �Ba 18' CONCRETE POST PIER MAX POST LOAD = 2,250 LB. e REFER TO CBC TABLE 23 -II -B-1 FOR TYPICAL NAILING REQUIREMENTS. • REFER TO CBC APPENDIX CHAPTER 31 DIVISION III FOR ALLOWABLE PATIO ENCLOSURE CRITERIA. • ALL CONNECTIONS TO RESIST 10 POUNDS PER SQUARE FOOT UPLIFT. • POST LOAD 'ON 3-1/2" SLAB NOT TO EXCEED 750 POUNDS. • OTHER METHODS OR CONFIGURATIONS MAY REQUIRE DESIGN BY AN ENGINEER OR ARCHITECT. %F% Fn®a e Rimini n®TF. imoma BY: P.H. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES Building Division 7 County Center Drive Oroville, CA 95965 PH: 530-538-7541 FAX: 530-538-2140 www.buttecounty.netldds TYPICAL PATIO COVER CONSTRUCTION PATIO COLUMN HEIGHT TABLE ALLOWABLE COLUMN LOADS Grade Height (feet) Allowable load (Ibs. 4' x 4' Redwood construction grade or better 12 1826 4' x 6' Redwood construction grade or bette 12 2859 6' x 6' Redwood (construction grade or better) 12 9131 SIMPLE BEAM SPAN TABLE — OPEN ROOFS (i.e. lattice, trellis, etc.) Douglas Fir #2 Live Load =10 lb/sq ft Dead Load = 5 Ib1sq ft Total Load =15 Ibis ft (Half of rafter load on beam 4 x 6 beam 4 x 8 beam Spacing In Allowable Span inches O.C. Feet Inches 4 x 10 beam 1 4 x 12 beam Rafter Span (feet) Allowable Span Allowable Span Allowable Span Allowable Span feet inches feet inches feet inches feet inches 12 12 0 14 1 17 9 21 3 14 11 0 13 1 16 6 19 10 16 10 0 12 4 15 6 18 8 18 9 6 11 1 8 15 8 17 8 20 9 0 11 0 13 11 16 10 22 8 6 10 6 13 4 16 0 24 8 1 0 10 1 12 9 15 5 SIMPLE BEAM SPAN TABLE — SOLID SHEATHED ROOFS Douglas Fir #2 Live Load = 20 fbfsq ft Dead Load 10 Ih/sq ft Total Load = 30 Mq ft (Half of rafter load on beam 4 x 6 beam 4 x 8 beam Spacing In Allowable Span inches O.C. Feet Inches 4 x 10 beam 1 4 x 12 beam Rafter Span (feet) Allowable Span Allowable Span Allowable Span Allowable Span feet inches feet inches feet inches feet inches 12 8 0 11 0 13 5 15 5 14 7 5 10 0 12 5 14 5 16 7 0 9 5 11 5 13 5 18 6 5 9 0 10 5 12 5 20 6 0 8 5• 10 0 11 5 22 5 5 8 0 9 5 11 0 24 5 0 7 5 9 0 10 5 PATIO ROOF RAFTER SPAN TABLE — OPEN ROOFS (i.e. lattice, trellis, etc.) Douglas Fir # 2 Roof Rafter U24010LL + 5DL Deflection calculated on LL only LL =10 ib/sft DL = 51b1s ft Total Load =15 this ft Deflection = 1-/240 2x4 2x6 2x8 Spacing In Allowable Span inches O.C. Feet Inches Spacing in Allowable Span inches O.C. Feet Inches Spacing in Allowable Span inches O.C. Feet Inches 12 10 11 12 17 1 1 12 23 5 16 9 6 16 14 1 10 16 20 3 24 7 1 9 24 12 1 2 24 16 6 PATIO ROOF RAFTER SPAN TABLE — SOLID SHEATHED ROOFS Douglas Fir # 2 Roof Rafter U240 201-1. + 10DL Deflection calculated on LL only LL = 20 Ib1sq ft DL =10 Ib1sq ft Total Load = 30 lb/sq ft Deflection = U240 2x4 2x6 2x8 Spacing in Allowable Span inches O.C. Feet Inches Spacing in Allowable Span inches O.C. Feet Inches Spacing in Allowable Span inches O.C. Feet Inches 12 9 7 12 15 4 12 20 3 16 8 5 16 13 9 16 18 1 24 7 0 24 11 7 24 14 10 BD 0316 1 REVISION DATE: 11110106 1 REVISED BY: P.H. I k I ' 1 � Z(JO -e- Tle �q c) CkA \44i ti Cb c� LIP d - \,r a VV\ CP04�D fl�a� BUTTE: COUNTY A Nasi 2 .* 2007 >DIEVIIN.MT ACAs r DECK 00 PATIO COVER SHALL NOT BE ATTACHED TO F-7 MANUFACTURED HOME a .7, , L 04 rAc a t L v I -III s q, -T--T 0 F- -..7 • Ti J-7 Lo 72 - - - ---' -- I j - - i F707 (TYP(6,4 L) w iSiIr Department of Development Services Building Division 7 County Center Drive O.roville, CA 95965 (530) 538-7541 (530) 538-2140 FAX KNEE BRACE DETAILS A000nvrn PnST TAPS 2.16dTOE NAILS OR HURRICANE CLIPS (IN HIGH WIND AREAS), DETAIL "A" APPROVED POST CAPS 4 x 4 KNEE� \� BRACE -/\ SEE PLANS FOR SP -E \ 'J 2-12x5"rtLAGS, (SEE DETAIL "F' DETAIL LACE TEND 4 x 4 KNEE it BRACE --- 4 x 6 RACE)4x6 2-12x5"eIAGS (SEE DETAIL'n 4 x 10 BEAM DETAIL "B" BLOCKING �VV.4x'10BEAM M6"L, AGS xEE BRACE ` --4 x4 POST 5 - fid NAILS EACH END DETAIL "D" 6' T` F A"sc �" I I K_ Ti G PLYWDOD CC Ur. ��— r '- l w FRMU (I CLI P� _ r• � STAIR STfZIMGEIZ. 4o�st1�,� iDf' VIEW AID I.ZRIL: W 8T 511DWM -W, CURITY Z4%s,9'DF4,2-` Vitt DECI(IIJ6' ha) 3/�c BOLT' Spercect _50*ha-f' Lon,', it wiRI w FRMU (I CLI P� _ r• � STAIR STfZIMGEIZ. 4o�st1�,� iDf' VIEW AID I.ZRIL: W 8T 511DWM -W, CURITY Z4%s,9'DF4,2-` Vitt DECI(IIJ6' ha) 3/�c BOLT' Spercect _50*ha-f' GIRDERS _ y ('c S�hzrc �anno 17a" T� G PLYilUOOD CC. EXT: •. q'�r�' 'II rL) uJ . MOBILE II6ME m PEU� s I CL 49 MfL. F MAK. CLIP EA. DE ' �1•°,c�• pDSf" r z GrUARDRAIL ` q 4 ?Zf]F _T JBD�Z' 2'44"PRESSURr r ' ® INS; an J4FDWooD'/'1.n7�" ; eR d a r DECKI Q G GIRDER a . ' b i s• �! I PRECAST 47)t -1" POST /0-30--d IEK, 11D Q[WTE'DIAADNAI. TYPICAL RFS11 fiA1r j1_ Ec� J ,, 6OUNTY OF 6UTTE — �17c'Veiop�ndw% UT 95965 ; . EPA I F 00'!' f 1lP 7 County Center Drlve —. ORovllle. Celligrnto 7elephono: ;6AJgr� --Department of Development Services °4 Building Division o ~_ 0 7 County Center Drive a.r o ot' o Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX BUTTE COUNTY GUARDRAIL DETAIL HANDOUT BUILDING EWISION Nailing shall comply with Table UBC 23 -II -B-1. 011,1 - Lumber shall be at least Douglas Fir #2 or better (D.F. #2).. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 19222.4) Minimum underfloor clearances from finish grade to wood joists is 18'; (UBC 2306.3) and minimum 12" from the finish grade to wood girders or treated wood js required. No wood shall be placed closer than 6" to earth unless it is foundation grade or pressure treated. (UBC 2320.13) 4- Max. Min. 4 x 4 post @ 5'- 0" o.c. 4' 'Max. Intermediate rails 36" Min. spacing shall prevent the passage of a 4" diameter sphere. Top of 3/4" cleararice Deck SIDE VIEW 4' Max. Top of 19777n . 77771 P7,=, (7777-1 \V L Joist to the edge of he wood Min. 2x pressure treated ledger member joist Min. 2 — 3/8" z 7.W' lag -_ bolts or screws. Min. 2 - 1/2" dia. thru [X1' bolts required TYPICAL LEDGER GUARDRAIL If the deck/porch is 30" Pier posts greater An approved cap connection i or greater above the than 3 feet in height Girder � or connect girder finish grade a guardrail is need to be diagonally with and post w required. braced between posts 1/2" plywd gussett with Post IU and 3 1 6d nails 4- 16d nails or top & bottom an approved post base connection T 6" Min. +------------a if using precast piers, 4Z!*-1-21� Footing VMin. embedment wet set precast pier �sf X 1' �� /Z.. into concrete footing TYPICAL PIER FOOTING Guardrail 1997 UBC.xls NO TES: 1. TYPICAL UNDERFLOOR FOOTINGS ARE WSQ X 6' THICK 2. FOOTINGS OVER 16" SQ MUST BE 12" DEEP J. ALL FOOTINGS ARE TO BE EXCA VA TED INTO UNDISTURBED ply SOIL. s BL i 4. MAINTAIN CLEARANCES SHOWN UNLESS APPROVED WOOD' OF NATURAL RESISTANCE TO DECAY OR PRESSURE TREATED IS USED. I 1Gdtd_ 5. MAINTAIN REQUIRED CONCRETE COVER PER MANUFACTURER AT POST BASE INSTALLED IN CONCRETE PEDESTAL X 14" SQ TYPICAL UNDERFLOOR PIERIF0077NG OR UNDER. DECK P/ER/F00�NG PG BL 0 IPOST. BASE PEDESTAL (MONOLITHIC) MIN 8" MIN ?' MIN 12 MIN VARIES VARIES PIER/FOO77NG U F0077NG NTH POST BASE MONOLITHIC PEDESTAL IJ POST BASE REDWOOD OR P. T POST SLAB FLOOR I' STANDOFF 7777/77777 i 72' MIN POST BASE 12' MIN POST F0077NG ON SLAB FLOOR POST F0077NC — NO SLAB FLOOR EXPOSED TO WEA TIER OR WA TER SPLASH OR IN BASEMENTS RSV DA7F RESIDENTIAL POST AND PIER FOOTING DETAILS r Fo seALs: 712'- 7—o' DATE. 4/92 , BUTTE COUNTY BUILDING DEPARTMENT DWG: S7DFTG2 STD 12.2 X04.- 4 F S BUTTE CoupqTy BUILDING o�Vj K --JN P ',, NOTES - - --� RESIDENTIAL PERMIT NO. —I .036-310-048 — - - - 05-0422 MILLER, DAVID 7281 LOWER WYONDOTTE RD, OROVILLE 1 CONT: OW1 NEW MH PERM FND OFFICE COPY Address - -t i `a`. r2 GAS 9/gzs M Date ELECTRIC Meter By Date 11 SPECIAL CONDITIONS 11 _ZRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY ld u I,d,ur'. r-- IoM (9616 y� �2 63�ora� y?324y L9 -70%:> A/d L(C-16larc-,, Ld H i-'-) 71 JOB FINALED (Date) Signature ='OK = Not OK = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s MISCELLANEOUS 1.. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete ( 4. Water; Location -Test -Easement Needed (Sketch) Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 7. Well Clearance & Disconnect Carports; Windows -Doors 8. Utility Clearance 7. Electric F 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Date Siding; Nailing -Veneer -Stucco -Mesh Card B-1 Date Card B-1 Date Roof; Shthg-Roofing Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements I'Date 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector iDate 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector 1. 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval i 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards -Ins. to Main Conduit Date 9. Card B-1 Date Card B-1 Date 10. Card B-1 Date Card B-1 Date PERMAbWNT END SYSTEM (ONLY) Light Niche 1 ning Requirements -Setbacks -Easements Enclosure; Fencing -Alarms ootings; Size -Spacing -Marriage Line 3 ocking Card B-1 Date Card B-1 .M Test -Demand -Valve yli o lectricity; MH•Test 6 -,Water; MH Test ZtTt Water and Sewer C9rinected -� .r3.►�es and Electr ' y Tagged 0/Eits . 10. License Decals 11. Verifv #'s with Office Date p Card 'B-1 Date Card B-1 Date Card B -f Date . Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel ( 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric F 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing ( 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels I'Date Card B-1 Date Card B-1 iDate Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability i 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s _ 1. Zoning -Setbacks -Easements -F ood-Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchcrs 7. Slab, Steel -Wrapped Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Siding -Nailing Veneer 11. Water Pipe; Test -Anchors -Regulator -Service Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 62. 16. Insulation 63. Infiltration -Walls -Windows Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 64. 17. Water Htr.; Vent -Access -Combustion Air Baffle 65. 18. Water Pipe; Test & Anchor -Nail Protection 66. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 67. 20. Shower Pan; Test, First Floor -Tub Access 68. 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 71. Fireplace or Stove, Clearance -Hearth Date 72. Card B-1 Date Card B-1 Date 73. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conducto•s 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 81. Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or At Insulated Neutral 0 Yes 0 No Clearance Looked under Floor 0 Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 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 88. Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Glass Protection 36. A.C. Ducts Insulation & Support Corrections from Previous Inspections 37. Vent Fan, Exhaust above insulation 92. 38. Condensate Drain & Overflow, Size & Grade 93. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 94. 40. Attic Access & Platform if Furnace in Attic Date Address Posted Card B-1 Date Card B-1 Date Fire Sprinkler Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 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 0 Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and - effect. License Class : License Number: Date: Contractor: 'OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code. Any city or county which requires a permit to construct, alter. Improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of the Contractors Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she Is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a• permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the properly, or my employees with wages as their sole compensation, will do the work, and the structure Is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not Intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Slate License Law.). ❑ lam Exempt ,,under Arllcle 3 o he Business and Professions Code Dale:I_jzno.Z Owner:, /�A� WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: 0 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy PERMIT NO. BPO5042.2 Issued Date: 04/26/2005 APN: 036-310-048-000 Site Address: 7281 LOWER WYANDOTTE RD ORO Map Index: - Description: NEW MH EX SITE PERM FNDN (1512) Owner: MILLER DAVID E & LAURA F 7281 LOWER WYANDOTTE RD OROVILLE, CA 95966-9312 Applicant: MILLER DAVID E & LAURA F 7281 LOWER WYANDOTTE RD OROVILLE, CA 95966-9312 Contractor: REDLINE CONSTRUCTION 13407 GARNER LN CHICO, CA 95973 530-891-6719 License #: Architect: Engineer: Total Square Ft: 1512 S. F. Valuation: $98,280.00 Census Code: 1 certify that in the performance of the work for which this permit Is issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisidns of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: �' - e) Applican��c WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one ^ ► /� hundred thousand dollars ($100,000), In addition to the cost of O�`Y-f• J t compensation, damages as provided for In Section 3706 of the Labor code, Interest, and attorney's fees. � A �Z oX z6 S CONSTRUCTION LENDING AGENCY This permit Is ere Issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the Resolullon do ork Indicated above for Which fees have been paid. performance of the work for which this permit Is Issued (Sec 3097 Clv.) Dale: - Name: By. . PERMIT EXPIRES N: Address: (Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. 0 Notification In accordance with Section 19827.5 of California Health & Safely Code Is not applicable to the scheduled construction of this project. 0 Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the' above Information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize represe I lives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: _ i�.� �-' f l l eerSignature: ` Date: wner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor l,yO n n -H. I:— o... ;, n1_1R_nA — 1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: vt � A � & / .O ASSESSOR PARCEL NUMBER Proposed Building Use: N Gy t'r , i �%r S�/ 1 oC unter Tec- C& 5 Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ 7�1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. \ ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. �❑�u j 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down o fnd p nal s,alin duplicate.r-- ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material FormM oJnitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. /W 16. Other � AZP w/o � L e .rt_1Z4w e-4-- Remaining 4.- Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) .$ ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ......... >•. ❑ 20. Erosion Control Plan Required........................................................................ ........ �.2 ees as shown on the attached Schedule of Fees Due Sheet .............................. ity of Chico Plumbing permit........................................................................ alifornia Department of Forestry plan approval paid. q�.t,bj;�_ f�/...�- lanning approval (A) Use: CK_ (B)Parking: \ (C) Parcel Check: 4S `,ontact Land Development about _ Improvements, _ Drainage ......................... 'gyp 26. NPDES Form............................................................................................ ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32, Letter of Signature authorization.................................................................... 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ' ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. I Z ?� Applicant: �/ _ Date: 1. Index permit application for t e it s numbered: Plan Check Letter 2. Additional items required Contractor, designWowwa dvi of the above data by phone, ❑ mail, ❑ counter, by Date: 3�/�7��5 L& Contractor, designadvised of the a gd by lone, ❑mail, ❑ counter, by �� Date:Plans reviewed byDate: i� Plans approved by: Date IJ �7 W113 Structural reviewed by: Date: °` Structural approved by: Date: -11 Note transfer by: Date: Yellow: Building Division Uoi�e tpolL dneess: TO: Building Departme.nt FROM: Environmental Health SUBJECT: Sanitation Clearance IJ �'I'1 l� �R. Owner Plan Approved for: Sewage Disposal Clearance for dwelling. Other_ E.H. USE ONLY f Piot Plan Attached Floes Plan Attachad Sana to B.D. Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Location Arff r. i Water Supply: PtAbyc Private Well k4liz- Date OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 �n f U,-.- rV ` OF FEES DUE PROPOSED BUILDING USE /a& ! 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ 2� --Additional Fees Due ............................................ $ A.P. # t�/l� 5/0^`Dy"i/ DATE r(776"S_ RECEIPT # DATE REC. yt� 3) ) Ale, --Additional Fees Due ............................................ $ �J--Revised Plan Checking Fee .................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt f OZ'r—� DISTRICT FEES L r' C 6. THERMALITO DRAINAGE DISTRICT F ES $510.00 (paid at Building Division) trl �_SRAFIRE INSPECTION AND PLAN CHECK at uilding Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE (—?e0.00 (paid at Building Division) IHER 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. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. 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 - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) BOMTT ;Ek,COl1NTY SCHOOLS IMPACT FEE CERTIFICATION FORM v r' (One form per Building) 5. School District �C/ `r (1� (nY Building Department No. ; A.P. Number O �/`[' �� V' �%� Jurisdiction: City County Property Owner _ s -s Property Location/Address Io -0 Y`M— Y Y1 V 1 Subdivision > Lot No. " R _ idential Development $q (FQot 1 No of Living MobPleHome Addition/ *Supplemental to (G p'f2) Units Installation Conversion Permit # '. -(No foundation inspection) ......................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q Sq. Footage i New Addition (Including Exterior�5 Areas) ^ V R� ! ' �)Roofed �'`►J Building Department Represen�tat�e Date 11%� District Identification No. �(la (il«p�r School District certifies that (Street Address) (City) has complied with the requirements of Resolution No. representing square feet. School Distfict Representative Paid by Check # Remarks: \ 9 D_ T.f' (Applicant) .. r (Phone Number) 95 -911 - (State)// (Zip Code) D 0y, 1 `t by payment of $ r2926 = LL MITIGATION f blas Date Noafc You may protest the lmposkbn of the fess wenNNed above by submitting a written protest to the District, in compliance wtth Govemmsnt Code S"on 66020(a), within 90 days from the data fess aro paid. Failure to submli a timely written protest w10'prohibit you from chNNrginll tM Imposltlon of the hes In any court action. K, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, tit• School District Is notMsd by the applicable Local Manning Agency that this project Is being ravlawed under the California Emrironmsnhd Quality Act (CEQA). this project may be subject to adds tonal school fees to fully, mss. No Impact on the school districts schools. . r —4 S White (applicant), Yellow (building department), Pink (school district) it 1.1 tee Is 110/03)dmm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) 0 CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) 6�� `�� b • UA q Building Permit Number/ Property Owner (s) L� G�c�� C�Q'U7 /� Project Location /Address 1 a C� Y1 6-k vYU Subdivision Name Assessable Sq. Ftge Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department 0 CARD ❑ PRPD 0 DRPD certifies that: Applicant Name Phone Number Mailing Address City State Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: , Dwelling Units @ $ , 00 per unit for a total of $ b 6 C) Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Check No: Paid by Cash: Receipt No: and Park ve K:\FORMS\BUILDING FORMS\park-rec standard form rev Ldoc Zip Mote/ x D.H. KCoseme171 Tile Trim —ARESIDENTIAL-BUILDING RECORD ADDRESS =� , PARCEL SHEET ___,_ OF Ja SHEETS I Composition is Automatic • • i '✓nits I jLiqh1[_f11eovy Insuloled Walls j( ScreensX1 DESCRIPTION OF BUILD/NG/�t„�,.��.;..:..:..�,��_; Gas E/ecf. CONSTRUCTION RECORD NORMAL % GOOD RAT/NG CLASSBSHAPE CONSTRUCTION STRUCTURAL EXTERIOR ROOF LIGHTING AIR CONDI T •NJ Toole % Cond. Arch. Func. ROOM AND FINISH DETAIL No. For L ife Light Sub - Standard X Frome2',t./, 2.r,/ stucco on Flat / Pitch x Goble 4'� (l Wiring X T. Conduit Healing Cwlin Forced leant ROOMS FLOORS B 1121 FLOOR FINISH TRIM Material Grade INTERIOR Wo//s FINISH Ceilings ARCHITECTURE ntYdrtr Sheathing Siding Nip /q IBX- Coble Grovily Numid All i ' v I Above -Standard Concre-leB/ock Shed / Fixtures Noll anit Stories Special B.$ B. T. 8 G. Cut Up Few Cheap TOTAL Ent. Holl NORMAL % GOOD ------ USE TYPE Brick Shing/es Dormers Avg. Medium Floor Unit Living -7-KITl• FOUNDATION Adobe Shakes Many I Ispecial jZone4lnil I Dining 1 1,41 8- (_p,U0 ' Double Concrete Floor.Joisi: ]8.&B. T. 1% 6. Gutters Centrale - _ Duplex _ Apartment' Re/ntorced Brick 1sr:.2:X "9 2": a Brick PLUMBING Shin le Poor Good 9 'y: ,.j' 7� .� J G(/ Bed Bed Wood,Z)-ta•,r �( Sub Floor %,i Slone Shake OifBurner Court 3k, Piers 11A ileWINDOWS Tile Fixtures Mote/ x D.H. KCoseme171 Tile Trim M'olertleoter ^ Insuloled Ceilings Steel Josh I Composition is Automatic nit Cost Unit CTqnit Cost Cost Cost • i '✓nits I jLiqh1[_f11eovy Insuloled Walls j( ScreensX1 Compo. Shin /e Gas E/ecf. CONSTRUCTION RECORD NORMAL % GOOD RAT/NG EFFEC. APPR. (E, Permit Amount Dote YEAR YEAR Age Remoing Toole % Cond. Arch. Func. Con - No. For L ife A tt r. Plan form. oa COMPUTATION Fireplace Kitchen I I / JAI Droit7M /Nalerick L faro Lglh: r D Fl. A,FP) BATH DETAIL Lf eSpoce work. Fl. No. FINISH FIX TUI ob'd Closet hship Floors I Walls 1Nc.1La[T&b1 Tvpe SPECIAL -FEATURES Book Cases Built-in Beds Venetian Blinds ShuflersJ_ Appraiser 8 Dole k c" $- Unit Aleo Unit Cost Cost nit Cost Unit CTqnit Cost Cost Cost Unit Cost' nit Cost' nit Cost Unil Cost slCos --) � o� f c� !0 0 `b 2 �- P 5a I 5 G +0 1 '3c, oa I i TOTAL NORMAL % GOOD ------ R. C. L. N. D. Ar7 0JV-A r`, -.” Id / Structure Found Cons. Ext. Roof Floor Int. Size etc. COM, PUTA Tj 0 ' o ' 40 -5A 72 - his Zra x S = /3v e?K 7Z 4emarks: '96 7U,a p�PO.o UNy ' A�eClC Wo��9 Department C o u n t J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 9 ACRE] Project Description: 90-4LO-c-'e0I Hou.S ,- Uv1+� )1)t) 6; le /"ib�e___ Project Location and/or Parcel Number: 03 6 -3 /0 - ® 4 & By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: e. V - Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department of Development Services,%3 7' 7 County Center Drive ° '= ° Oroville, CA 95965 ° _ ° (530) 538-7601 Telephone o '=la (530) 538-7785 Facsimile cOUN�y BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation: clearance to the Building Division as soon as clearance is obtained. • I am responsible for, notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: 00_(LW. W II e k- APN: r__3 6 -,3 In n ! j c? Building site address: L A w,', waoPermit No.: J �� I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: h SIGNATURE OF APPLICANT DATE Copy to Applicant/EH/File K:Forms/B1dgPennitwithoutClearances 020705 PLAN REVISION/RETURN Owner's Name: BP#: Date: Contact Person & Phone Number: _LXA \/ AP#: Received By: n_ Time: 1 • PURPOSE OF RE -SUBMITTAL OR REVISION O Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — Inspector's Name: ❑ Requested by Plan's Examiner — Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: Calle ' � and hold for pick-up. ❑ Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking feels are needed: Minimum $54.99 Receipt #: ► / ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 ec-E,Z2 03 12:26p AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Illilllllltlllllllllllllllll!11111 p 20105-001 8563 Recorded Official Records CoBUTTEf CANDACE J. SRUBBS Recorder ROSEMARY DICKSON Assistant 12:34PM 04 -Apr -2005 REC FEE 10.00 COPIES 2.50 Cheryl Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date 41—q— D 5 PROPERTY OWNERS: State of California . County of -Zu4+e, On 4--4 -OS before me, personally appeared 1DMyi 1 E, llut L tdw- =4 laurd f-, M1 119 -Y7 personalty known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand d official seal. M. CHRISTIAN Signature Seal: Commission # 1472535 aNotary Public - California O MV ComButte County A.P. #) 3 - . 10 O `T�i m. Expires feb 24, 2008 1.11,411 SI EMIN 00 w 1 b9bto,39q ! �0 ytmua7 ! 37V8 1 ?EJrl- A 3'2� !-IltMG79fS vaJcltJIQ RAM38M - 1 1�� � f i a. <• f _ dF,ESCt•• ;} f1Utd.?t1�lfllU� S.�' �•+ !' .•• " e [HRIC}11ii7J ].a71f9 ylt ilUN e,� - i <`- • fTltiO�"/f'rl r ti ,03,10242005 16:24 FAX 530 899 9531 FIDELITY NATIONAL TITLE 16006/006 Stag of.CWomil, describcd &sfoUows. County of Butte . 19 North, Range 4 East, A portion • of the Northeast quarter of Section 35, Township M.D.B. & M., more particularly described as follows: Commencing at the Northeast corner of the Southwest quarter of the NortheasC:guari<, ,te�r'of said Section 35; *thence leaving the ftptbgast corner of the.. Southwest quart ter ;af'£heo "Nrtheast quarter of s i,a. Seoeion 35; an&ruiWing wasterly3` alongy,the North' line of -the East half of the Southwest quarter o£' the Northeast' g1a8,of said Section 35 to the Northwest corner of the East half of the East half:.o, Southwest quarter of the Northeast quarter of said Section 35; thence leavi �i .4 Northwest corner of the East half. of the East half of the Southwest quarter o1? the and running South, a distance of 190.0 feet Northeast quarter of said Section 35, which the Northeast corner of the to a point; thence Southeasterly to a point from ' d Section 35 Southwest q:iarter of the Northeast quarter of saiiunin ars Nforhl theparcel feet and East 157.0 feet, which point is the true point of beg g of land bereia described; thence leaving said point, from which the Northeast corner of the Southwest quarter FVa Northeast quarter of said Section 35 bears North 1015.50 feet and East 157.0 feet and the -•• true point of beginning for this-descrip tion, and running South to a point from which the South line of the Northeast quar- ter of said Section 35 b6ars South 216.0 feet; thence Easterly and parallel with the South line of the Northeast quarter of said Section 35 to a point 198.0 feet (12 rods) Basterly of the East line of the Southwest quarter of the Northeast quar- ter of said Section 35; thence Southerly, and parallel with the East line of the Southwest quarter of the Northeast quarter of said Section 35 to a point from which i the South line o the Northeast quarter of said Section 35 bears South a distance ! Northeast • of 16.0 feet; thence Westerly -and parallel frith the South line of the quarter of said'Section 35 to a point on the West line of the East half .of 'the South- west quarter of the Northeast quarter of said SecCion 35 frog which point the 34auth- west corner of the East half of the Southwest quarter of the Northeast quarter of said Section 35 bears South a distance of 16.0 feet; thence Northerly along the West line of the East half of the Southwest quarter of the Northeast quarter of' said Sec- tion 35 to a point from Which the true point of beginning for this description bear6,„ e of the northeast quarter of said Section Easterly and parallel with the South linuarterfoe 35; thence Easterly and parallel with the South line of the Northeast q said Section 35 to the true point of beginning- TOGETHER WITH and RESERVING THEREFROM a right -of way for egress and ingress of 60:0 � feet in width, lying 30.0 feet on each side of the following described line: Commencing at the Northeast corner of the Southwpat quarter of the Northea8t quer-. ter of said Section 35; thence leaving the Northeast corner of the Southwest quar- ter of the Northeast quarter of. said Section 35, and running Westerly along the North line of the East half of the Southwest quarter of the Northeast quarter of said Section 95 to the Northwest corner of the East half of the East half of the Southwest quarter of the Northeast quarter of said Section 35; thence leaving the Northwest corner of the East half of the East half of the Southwest quarter of the norL::eaet quarter or said 5ectlon 35, and running South, a distance of 190.0 feet to a point; thence Southeasterly to a point from which the Northeast corner of the Southwest quarter of the Northeast quarter of said Section 35 bears North 1015.50 feet and East 157:.0 feet, which point is the true point of beginning for the line herein described; and running Northwesterly to a point from which. the Northeast corner of the Southwest quarter of the Northeast quarter of said Section 35 bears North 942.92 feet and 15-ast 172.0 feet, which point is the Northerly termination of the line hereinfdescribed; thence.leaving the•Northerly termination of the Zine de- scribed herein, and returning Southeasterly to said true point of beginning; thence continuing the line described herein and running South to a point from Which the South line of the Northeast quarter of said Section 35 bears South a distance of 46.0 feet; thence EAsterly and parallel.with the South line of the Northeast quar- ter of said Section 35 to a point 198.0 feet (1.2. rods) Easterly of the East line of the Southwest quarter of the Northeast quarter of said Section 35, which point being the Easterly termination of the line herein described. Description: Butta,CA Docuwant-Xear.Doc= 2003.54394 Page: 2 of 2 order: Beadle deedle Comment: SITE PLAN REVIEW APPLICATION Date: �Y/Q / 0J AP# ©S& — J 40 —Q &d Permit Number (if applicable) 05-- foctot.2- APPLICANT INFORMATION ,.Owners Name: Owners -Address: Parcel Size: cy "/ 4Ct% a a alltm, G4 9s-i'(,(P Telephone No-,: , Situs Address: - I Proposed Use: ' Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic M Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) N Approved • ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval It Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attacjhed) • Flood Zone: ��(( • Flood Panel No.: 6600 %C -16;L 1) Index Date: `i! z6 6r6 ❑ Sacramento River Reclamation District (Approval must be obtained from the alifornia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance —-------- —-------- -------- --------- -------- --------- -- ------------------------ ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A -5- (9p- t_a_ Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front .2C7 , Side � Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ' ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------ : Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Stapdards for Deed Crgation:❑ No ❑ Yes Comments: WzeA.., e ,/ ��. , 1.�/„ d,�, _ /1�eA„ ,,.. ne _ • J - Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 F1 Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from alldriveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa EI Page 4of5 0 L - Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 J OP-'i.� MASTEC7 Rtlr• �t 60- Tub/Shwr 10) u /J> ro --- -' UTILITY ODLFru. BATH --Opt. L-TuD— 17 �•ot' WH ,i FAU r� 0 Waik•In SYardroDe r 1; 1 RECORDING,REQUESTED BY: AND WHEN RECORDED MAIL TO: w BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 Recorded I Official Records I County of I Butte I CRNME J. GRi1BB8 I County Clerk-Recorderl I I 02:28PN 13 -Sep -2005 I REC FEE 10.00 CONFORMED COPY 1.00 BW Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, d - INSTALLATION ON A FOUNDATION SYSTEM /y,J Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code 0b 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. DAVID E. AND LAURA F. MILLER REAL PROPERTY OWNER/LESSOR 7281 LOWER WYANDOTTE RD MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-042 530 538-7541 BUILD ERMIT NW LEPHONE NUMBER SIG OF LOCAL AGENCY 0 AL DATE GOLDEN PACIFIC-CHICO DEALER NAME (if not a dealer sale, write "NONE") 1118851 DEALER LICENSE NO. CMH MANUFACTURING 2005 GE564F MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMUNUMBER ALB0295090RA/B 52'X 268" ORE473263/4 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 036-310-048 VJOC I' I D SEE ATTACHED �� HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. 03,102/2005 16:24 FAX 530 899 9531 FIOELITY NATIONAL TITLE 1006/006 of California, described asfallaws: County of Butte A portion of the Northeast quarter of Section 35, Township 19'North, Range 4•East, M.D.B. & M., more particularly described as follows: Commencing at the Northeast corner of the Southwest quarter of the Northeast ,rjJae , of said Section 35; "thence leaving the ftpttrgast corner of the..Southwest qusi^;t rerof 'ttie"Nbt"�heast quarter of s4i ii iSeirtion 35ndru , as ing Westerly` 'alongIf` North' line of -the East half of the' Southweat quarter of the idorthea9t' q a 8t,of said Section 35 to the No corner of the East half of the thcncehlea vit{gt�i� Southwest quarter of the Northeast quarter of said Section 3S; 1 Northwest corner of the East half of the East half of the Southwest quarter oi? the Northeast quarter of said Section 35, and running South, a distance of 190.0 feet to a point; thence Southeasterly to a point from which the Northeast corner of the Southwest quarter of the Northeast quarter of said Section 35 bears North 1015.50 feet and East 15.7.0 feet, which point is the true poi�oof whichich thebeinningNortheastfor thepcorner of land herein described; thence leaving said point,m 35 North of the.Southwest quarter oma- Northeast quarter of said Snnionfor thisgdesc ip-••- 1015.50 feet and'East 157.0 feet and the -true point of beginning tion, and running South to"a point from which the South line of the Northeast quar- ter of said Section 35 b6ars Soutb 216.0 feet; thence Easterly and parallel with the South line of the Northeast quarter of said Section 35 to a point 198.0 feet (12 rods) Basterly of the Bast line of the Southwest quarter of the Northeast quar- ter of said Section 35; thence Southerly, and paiallal with the East line of the Southwest quarter of the Northeast quarter of said Section 35 to a point from which i the South line of the Northeast quarter of said Section 35 bears South a distance of 16.0 feet; thence Westerly -and parallel 'with the South line of the Northeast quarter of sad'Section 35 to a point on the West line of the East half of 'the South- west quarter of the Ngrtheast quarter of said Section 35 frog which point the 345uth- .west corner of the East half of the Southwest -quarter of the Northeast quarter of said Section 35 bears South a distance of 16.0 feet; thence Northerly along the West line of the East half of the Southwest quarter of the Northeast quarter of"said sem tion 35 to a point from which the true point of beginning for this description bearer„ Easterly and parallel with the South line of the Northeast quarter of said Section 35; thence Easterly and parallel with the South line of the Northeast quarter of ~. said Section 35 to the true point of beginning. us. �Ci-. TOGETHER WITH and RLSERVING THEREMIK a right -of wap for egress and ingress of 60:0 feet is width, lying 30.0 feet on each side of the following described line: 3 Commencing at the Northeast corner of the Southwest quarter of the Northeast guar-_ ter of said Section 35; thence leaving the Northeast corner of the Southwest quar- ter of the Northeast quarter of. said Section 35, and running Westerly along the Horth line of the East half of the Southwest quarter of the Northeast quarter of said Section 95 to the Northwest corner of the East half of the East half of the Southwest quarter of the Northeast quarter of said section 35; thence leaving the Northwest corner of the East half of the Eaet half of the Southweac quarter of the nor0»eaer. quarter or sazu Section 35, and running South, a distance of 190,0 feet to a point; thence Southeasterly to a point from which the Northeast corner of the Southwest quarter of the Northeast quarter of said Section 35 bears North 1015.50 feet and East 157:.0 feet, which point is the true point of beginning for the line herein described; and running Northwesterly to a point from which. the Northeast Corner of the Southwest quarter of the Northeast quarter of said Section 35 bears North 942.92 feet and East 172.0 feet, which point is the Northerly termiTiati.ou of the line herein Qescribed; thence. leaving the*Northerly termination of the lies deir� scribed herein,* and returning Southeasterly to said true point 'of beginning; thence continuing the line described herein and running South to a point from which the South line of the Northeast quarter of said Section 35 bears South a distance of 46.0 feet; thence EAsterly and payallal.wi.th the South line of the Northeast quar- ter of said Section 35 to a point 198.0 feet (12. rods) Easterly of the Eastline of the Southwest quarter of the Northeast quarter of said Section 35, which point ng the Easterly termination of the line herein described. Description= Butta,GA Documant-Xear.DoolD 2003.54394 Page: J� nrdor: daadl• deedle Comment: '� FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: 05-0422 Address or location of unit: 7281 LOWER WYANDOTTE RD., OROVILLE CA 95966 Legal Description of Real Property: AP#: 036-310-048 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: DAVID E. AND LAURA F. MILLER Owner's address: 7281 LOWER WYANDOTTE RD., OROVILLE CA 95966 INSIGNIA OR HUD NUMBER: ORE473263/4 SERIAL NUMBER OR V.I.N.: ALB0295090RA/B MANUFACTURER'S NAME: CMH MANUFACTU AR: 2005 7 OFFICIAL APPROVING INSTALLATION: DATE: 9—/2� y PHONE: (530) 538-7541 H.C.D. 513C 09/13/2005 07:52 REDLINE INSTALLATION 4 5382140 NO.377 1?02 t0� STATE OF CALIFORNIA NUMBER: BUSINESS. TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF NCU51NO AND COMMUNITY OEVMEM EIOP8724659 OMSION OF CODES AND STANDARDS MANUFACTURED NOUSINO PROGRAM I MANUFACTURER CERTIFICATE OF ORIGIN ❑ CHECK IF THIS ISA OUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED HQME OR MUB Tt-UNIT MANUFACTURED HOUSING NUMBER OF XQ SFD (SINGL E FAMILY WALLING) ❑ MUMN (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS COMMERCIAL CRACK ! OCCUPANCY GROUP •.w u„�wrT„OGQ l if`LYGC /d11W QC Q' * 1 W5B ,IN PINRVrlblun&IW W4160-. 1N ACTURER AGGRESS: SUGGESTED RETAIL PRICE: i r� [1111 11 2 1 C t.PI 4 q1�9+ CI) Stdt11 (ZIP) 4NUFAC ER—;— TRADE NAME: MODEL NAME ANOIOR NUMBER: GATE OF MANUFACTURE: P@D YR _ Awa n rot tnr, LIME L'ER OR TRANSFEREE (OWNERSHIP TRANSFERR O TO):'.� J' "CAAN LIF. OEALER EREE RNUMBER OR ESIGNATION: OATS OFRA 7NSFEW • 6 FJJ PACIFIC -NICO 13�i3n:a� STs T 1111 BLVD. 3RD FLOOD" 1t4FFT'N ESTATES, IL WK CC I Saco (zip) SECTION MANUFACTURER SERIAL NUMBER MCD INSIGNIA OR MUD LABEL NUMBER LENGTH MADTH (POUNDWEIGHT (INCHES INCHES 118 + M 90c�090R R URE473?63 672 16: 24,939 o u na%o 612 16f TRANSeORTER NAME: TRANSPORTER ADDRESS: C State IZ DESTINATION FOR UNIT DESCRIBED ABOVE: NAMESpKLirjVLMleel C Bute . ( t + I I anaY Maar 9,,RT of ParllaY ~ oro UM er e,e Suu Of CedbrrlV Inm ate shove Neeu an OW altoIQ 41, ®req. ► y \ ' � � V f Essewa On Mt I NofICsunryl (Srelel 7 SIGNATURE OF AUTHORIZED AGENT: ORIGINAL MINA .. FORtM1MRO TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHABEA (DEALER OR TRANSFEREE). COPY 1 (VWITEI FORWARD TO THE DEPARTMENT AT P.O. BOX 1829. SACRAMENTO, CA 951112.11828. VATHIN FIVE (S) DAYS OF AC6WE COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANYTHE UNIT TO ITS DESTINATION. COPY,] (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER --3 CDF FIRE SAFE REQUIREMENTS AP# — PERMIT # 05- NAME Under authority of Public Resources Code Sec. 4290, the following checked items are required T R. by the Butte County Fire Department and made a part of this permit. These requirements are 11 Jl minimums and may be superseded by Butte County local regulations, which equal or exceed �. these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards pq Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall ' provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. pq Grade. Not to exceed 16 percent unless paved. Driveway Radius R pq No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [q 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 R feet radius. pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. pq Width. All driveways shall provide a minimum 10 -foot traffic lane and T T unobstructed vertical clearance of 15 feet along its entire length. U pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. R Gates pq 1. Gate entrances shall be at least two feet wider than the roadway E they serve. 2. The gates must be located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on - the roadway. E 3. Where a one-way 'road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. N I T 0 1. . . ti 1, Setback for Structure Defensible Space (X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 1 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See 'Other Requirements below. Pq Disposal of Vegetation and Fuels: Disposal, including chipping, burying, buming 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. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements If Building Setback is 15 to 30 Feet: ✓ Class A or B roof ✓ Enclosed eaves If Buildina Setback is Less Than 15 Feet — ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D (3- Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials Date Signature C D F IN E Q U I R E M E N T S CARPET 0E 4'-11" 2'-3- 20'-4" 3'-V 3'-10" Y-0- 3'-1' 4'- 11' STANDARD CARPET G..;EAT ROOM ----- ------- LINO --------------- DINING ROOM BEDROOMS 02 1 -3 MASTER BEDROOM HALL co LINO F0 TOTAL . Ult GLAMOUR BATH TOTAL 104-0' LINO <;U G) Q 20 PSF \0 20 P5F 11 P5F 20 F5F cl 1 A P5F 1 0 P5F OPTIONAL CARPET ---- KITCHEN 121-01 0 0 kA 0 oj� 30 PSF 030 P5F 30 PSF ID30PSF Cl ", F I OI 30 P5F UTILITY kv-0• BDRI. WARD. <-2),o P.- < t'I'A 5 T. 5 A 1) 4 GUE5T BATH 5CP4P < C 13-b 56-2-+ 0-z z ELINO # ONLY) (20# & 30# ONLY) 13'-6° CARPET LAYOUT PIER PER FOOTING SIZE REOUIRED (SO, IN.) CAPACITY ER PIER FOOTING SIZE REQUIRED (SO. IN.) CAPACITY PIER FOOTING SIZE REOURED (SO. IN.) C PIER CAPACITY IN u IN. NO. (LBS.) 1000 PSF 1500 PSF 2000 PSF NO. (LBS -1) 1000 PSF 1500 PSF 2000 PSF (LBS.) 1000 PSF 1500 PSF 2000 PS NO. (LBS.) 1 1000 PSF 1500 PSF PSF (1) 2000 288 192 144 - <3) 4000 576 384 288 5 6000 864 576 432 7 10000 1 1440 960 720 2500 360 240 180 5000 720 1 480 360 -1 T 8000 1152 768 576 12000 1 1728 1152 864 2;bmpGOLDEN NEST HOMES ALBANY DIVISION DRAWING TITLE CARPET &/- PIER PRODUCT MODEL NO. GOLDEN ESTATE GE564F-04 SO. FT. 1,512 DATE 1-21-04 2445 S.W. PACIFIC BLVD. ALBANY, OR 97321 SUPPORT LOCATIONS DRAWING FILE INFORMATIONDRAW" ALBANY DIVISION (6" WALLS) By I : E. COLVIN SHEET 1 -A2 REVISED 1-26-04 EC (541 926-8631 Phone (800 858-3552 Fax � 0 b' C14) �Z- 10 r- - z T C) -) > Uj 0 > C) ry Z CJL ��CL < Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/2/2003 SECTION INTRODUCTION GENERAL INSTALLATION PARTS LIST LONGITUDINAL DEVICES PIER HEIGHTS SET-UP INSTRUCTIONS FOOTER SIZES WIND ZONE I WIND ZONE II INDEX PAGE NUMBER 2 3 4&5 6 7 8 RELEASE DATE 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 Bpi 7w - SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - TRIPLE. 11 9/2/03 - HIGH PIER' 12 9/2/03 - SINGLE .13 9/2/03 - DOUBLE 14 9/2/03 - TRIPLE 15 9/2/03 V -DRIVE & PIER SYSTEMS SOIL CLASSIFICATION - CONCRETE INSTALLATION 16 . 9/2/03 17 .9/2/03 18 & 19 9/2/03 COMPONENT PARTS AVAILABLE UPON REQUEST Approval FOWMATION SYSMU MAL'N'13 MW SAFM COD14 88CT= IMI API OVED .'f'T0O0RW=0M A"ROVAL DOBE IM AUTR M U CKAF MYR SONS ORMIAnON FROM RBQUIRMM AZ'PLICAM RAW LAWS AND RBOUTATMM aft of =a Cam co AMID 8th Ifc•"� ,�,. /9 FAe&s 7 BUT"IFE COUNTY BUILDING DIVISION APPROVED rl- co Iq co O N O O 0 Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone II Maximum pier height under main sails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. �X ona, Page 2 California 9/2/03 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE - TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. Page 3 California 9/2/03 IE Vector Dynamics Foundation Systems Lateral Component Parts List FA Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. single/double block pads with hardware, swivel straps and slotted bolts Vector System Lateral Stabilization for Concrete # 59036 - Single (only) block pads with hardware, swivel straps and slotted bolts. # 59049 - Double block pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization For Difficult/Rocky Soils # 59287 - V Drive System Must be used with: # 59018 - Vector for single/double block pads 3 Sq. Ft. Pad Vector System # 59271 - Vector 3 sq. ft. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. (OlUIM, Page 4 California 9/2/03 M Vector Dynamics Foundation Systems Longitudinal Component Parts List Longitudinal Stabilization Hardware Kit # 10733 - (for use with 59018 Vector System, single stack block sets only. Longitudinal struts not included) Longitudinal Stabilization Hardware Kit for Concrete # 59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included) 3 Sq. Ft. Pad Vector Longitudinal System # 59026 - Includes 2 beam clamps, 2 tension brackets, nuts & bolts. (for use with #59271, longitudinal struts not included) Struts for Longitudinal Systems Part No. Length Pier Height # 59016 30" up to 2 Blocks # 59012 39" up to 3 Blocks # 59013 44" up to 4 Blocks # 59014 53" up to 5 Blocks # 59015 65" up to 6 Blocks PVC Adapter Bracket # 59281 - For use with Schd 40 PVC Center Compression Strut # 48612 - Single Section, 62"- 108" # 48613 - Double Section, 34"- 60" (includes short u -bolts, nuts, washers and 6 self taping screws) Page 5 California 9/2/03 Longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. LSD C 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Combine Vector Dynamics & LSD Note: Two struts =1 L.S.D. system. Can be used on one pad or slipt on opposite ends of the home. Examples of Possible Placement: (Contact TIE DOWN for placmerit in other Wind Zones) Wind Zone Single Section 'I I I I I I I I I I I I I I I I I I I I I I Wind Zone Double Section 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple section design. Wind Zone I Triple Section 48 Ft. Max. Wind Zone I Tag Section Page 6 California 9/2/03 50 in max. Maximum Pier Height Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 it max. Unequal Pier Heights Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". �a Page 7 California 9/2/03 Set -Up Instructions for Vector System #59018 Long U -Bolts 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 8 4. Inside brackets & straps Attach the inside -ie brackets to the U -bolts over the compresion rrember. Attach a strap w/hook or swivel strap Wnut & bolt. Place other end of the strap over opposite I-beam & down to out- side tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Califorria 9/2/03 IWIND ZONE I \2 sq. ft. pad/ Home Length Vector Systems Required Anchors Required Per Side or 24 Pier 24+" Piers L.S.D. 0to72' 3 2 3 2 73' to 90' 4 3 4 2 WIND ZONE I, SEISMIC ZONE 4 \ \ Vector Dynamics Systems Required. for Single Section homes 1 1 ♦. \ (Materials Required) VOvne secto ot 1 \ i \` _ " _ _ " . �„ Ali �j�� '����i�37��fd �� �j'� ♦ ♦ '' _ _ - s� _ 2ft ma CD { •'o ., ��3T ��3� 333 S i $, Note: L.S.D.= Longitudinal Sg NOTE: Vector Systems should be spaced as Stabilization Device ... e symmetricaSee Page 6. length of he homell Pier pacing must be w consistent with home manufacturers' o Soil Classifications: 2, 3, 4A, & 4B instructions and/or state requirements. Soil Bearing Capacity:' 1,000 PSF minimum Anchors Required: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties IWIND ZONE I \2 sq. ft. pad/ Home Length Vector Systems Required Anchors Required Per Side or 24 Pier 24+" Piers L.S.D. 0to72' 3 2 3 2 73' to 90' 4 3 4 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) co In CD CDj NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. No anchors required. For pier heights up to 46" for WIND ZONE 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": None ("Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required . Anchors Required Per Side L.S.D. 0 to 40' 2 0 WIND ZONE I, SEISMIC ZONE 4 41' to 66' 3 0 3 67' to 84' 4 0 4 ' 5 0 ♦ Vector Dynamics Systems Required for - " - ' ` ' ` _ , _ , I � Double Section Homes ' ♦ ♦ ` - ' - - " hp me , ♦ (Materials Required) _ - _ _ - p Cts (� _ _ _ -. ; -72 ___ --' mP\ e ♦ r u� 1 551: ♦ x. • U Fss NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. No anchors required. For pier heights up to 46" for WIND ZONE 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": None ("Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required . Anchors Required Per Side L.S.D. 0 to 40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 4 85' to 90' 5 0 4 Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. n 0 NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. i j fUll . - C 0 W 2 sq. ft. pad 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": None ("Marriage wall anchors may be required by home manufacturer.) Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 2+2 on Tag 0 2 1 49'to71' WIND ZONE I, SEISMIC ZONE �� 4 '""�,1,omee s' 1 ♦` �\ Vector Dynamics Systems Required for _- __ , _ - - ' " , _ _ ' _ "{t mU1t\ SJOT \J CtOt Sys " 2 Triple Section Homes 5+2 on Tag ' ' _ _ - - ' 1e o{ a neva\ sPa��n9 2 2 (Materials Required) Wo y 51+.4 �OIYI3 . NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. i j fUll . - C 0 W 2 sq. ft. pad 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": None ("Marriage wall anchors may be required by home manufacturer.) Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 2+2 on Tag 0 2 1 49'to71' 3+2 on Tag 0 2 1 72' to 84' 4+ 2 on Tag 0 2 2 85'to90' 5+2 on Tag 1 0 2 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) CD N W WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) " '''""-- Vector Dynamics Systems Required for , , _ - ' _ ' - , _ - ' ; I Double Section homes (High Pier Sets with Diagonal Ties) hpme -J ' sect%0n d0ubJe Of NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. WIND ZONE I Max. Height Unit Width See Page 7 c� OI -Beam (� Spacing ,1 �2 sq. ft. pad/ 45' Min. 0 to 48' 2 2 2 49' to 71' 3 3 3 72' to 84' 4 4 4 85' to 90' 5 5 4 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4" frame tie with connector Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) I I I I 1 I WIND ZONE II, SEISMIC ZONE 4 (Hurricane) Vector Dynamics Systems Required for Single Section Homes I (High Pier Sets with Diagonal Ties) e - _ \e sect*1ec or �sy ma�Ua\ 9t\deUnes 7 2 tt s%ag\n9 tOtS a\\anon EXamPs ows 9e� pe o home - - t I 1 \\\�st,at^d spacing rt' ads a CD W C') w 0 co 2411 0 C.0 WIND ZONE II (not to scale) Soil Classifications: Soil Bearing Capacity: Anchors Required": 2,3, 4A & 4B 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Equired per side LSD 0 to 48' 3 5 2 49' to 60' 5 6 2 61" to 72' 6 7 2 73' to 84' 7 8 2 85' to 90' 8 9 2 2n myc.�HP• NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. R Each Vector System requires one of the following: \2 sq. ft. pad 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) tQ CD N 0 W WIND ZONE 11, SEISMIC ZONE 4 _ Vector Dynamics Systems Required for _ - ' ' " n e m Y Y 9 _ ' " \e sectieo 0 oysa�Ua� g�\de\\nes;` ` - ��♦ Double Section Homes _ - ' " " Ant) for v tor, m _ \ 2 11 ac\n9 ' ofi a era\ sP e \n I \ I �e S gen a to \10R` _ I - EXamp show most b �\1\ostr aid sPacin9 ads �Sob •sf' NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. Soil Classifications: Soil Bearing Capacity: Anchors Required": 2,3, 4A & 4B 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Anchors Equired per side Vector Systems Required LSD 0to48' 4 4 3 49' to 60' 5 5 3 61" to 72' 6 6 3 73' to 84' 7 7 4 85' to 90' 8 8 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) w CD cn W co Wo NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements Soil Classifications: Soil Bearing Capacity: Anchors Required': Tag or -----,Y 2, 3, 4A, & 4B full triple 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 1-1/4" vertical ties w//4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48'. WIND ZONE II, SEISMIC ZONE 4 2 1 49'to71' Vector Dynamics Systems Required foron 2 72'to84' 4+3 on Tag 7 YOme 2 85' to 90' Triple Section Homes 8 _ _ - s1 the 2 (Materials Required) , _ terns' ko , - - ' " ' "fit rnu\t` Seo _ - - " " g \n9 - I _ sp _ 0s ,�,-----�- ampke 9e�era\ Ex show ,-t' _ g w. NAI {�w ector t . ffss s f L^�' J t 0/77/CSs� - ^ t�.� ///t i �..a IN \ \ .w 5 �' _£i i'v'ri�. �J• f�' 3{i s `� L{i3..c�. NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements Soil Classifications: Soil Bearing Capacity: Anchors Required': Tag or -----,Y 2, 3, 4A, & 4B full triple 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 1-1/4" vertical ties w//4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48'. 3+2onTag 4 2 1 49'to71' 4+2onTag 6 3 2 72'to84' 4+3 on Tag 7 3 2 85' to 90' 5+ 3 on Tag 8 3 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) 2 sq. ft. pad 2 sq. ft. pad Vector Dynamics Metal Pier & V -Drive Installation METAL PIER FOUNDATIONS IRn MIR, 21 e,t sic For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U - bolts. Outside Tension brackets attach the same, Inside tie. brackets mount "upside down" as shown in drawing. Metal piers using the Vector System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home.. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 44 peg, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16". Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. i Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. V -Drive System for rocky soil V -Drive anchors are used only be installed. V -Drive anchors are used only in Zone l single section homes. in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded+ In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. .�.._� Page 16 California2/03 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as -described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: 16x16 = 256 sq. in. - - = - 20x20 = 400 sq. in. or 16x18 = 288 sq. in. or 17x25=425 sq. in. - 1Z EQUALS ,� --=, EQUALS 2 -Vector Pads # 59275 h = -1 1 -Vector Pad # 59271 288 sq. in. or I 1. 432 sq. in. 1 Vector Pad # 59130 Vector Pad(s) exceed the surface area required when used as the equivalent listed above. 'Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional Engineer familiar with site conditons M Page 17 California 9/2/03 Vector Dynamics System for Concrete Applications Instructions These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should.be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One of a Single Section Set -Up Vector pa for concret( footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt 9/2/03 Vector Dynamics System for Concrete Applications Instructions 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. Wedge the pier set at this time. 16. Using a 9/16" socket wrench,.tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Ti Inside Tie Bracket Compressh boards of PVC Pipe U -bolt Page 19 California Vector pad for concrete Concrete footer <MU 9/2/03 IF dEn West H%j nns INSTALLATION MANUAL Last Printed: BUTTE �0U W Y BUILDING DIVIS10ivI APPROVED THIRD PARTY APPROVAL FEDERAL MANUFACONSTR5RIRED Q H(s SA ETY STANDARDS V p APR 0 3 2001 � � QCl- � 9 a d * GOLDEN WEST HOMES IS A REGISTERED TRADE NAME OF HBOS l�U �NFACTlJRI INSTAL CATION MANUAL ROOF DESIGN LOAD ❑ 20 PSF ❑ 30 PSF ❑ 40 PSF ❑ 60 PSF ❑ 80 PSF 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 ALBANY DIVISION 3100 N. Perris Blvd. 2445 Pacific Blvd. S.W. Perris, CA 92571 Albany, OR 97321 (909) 657-1611 (503) 926-8631 March 26, 2004 Golden West Homes Installation Manuals; .Engineer's expiration date . a To whom it may concem: This tetter is to verify that my. professional engineer's license new expiration date is 3/31/2006 and shall apply to all Golden West Homes installation manuals in their entirety. Any party who requires further verification may contact me directly at (336) 664-3970. Sincerely, Mark J. Ezzo, P.E. E� QVESS1p,y I SOS E Pb/ F r �p 9 NO.- -- 0042077 E .3 �t:o� sr°�f VI Of CAL 1FZ A TABLE OF CONTENTS 0 Forward Federal Preemption Preliminary Preparations Structural Loading Requirements Setting Single Wide or "A" Section of Multi -Wide Home Mating of Additional Sections of Multi -Wide Homes ••• Utility Hook Up •' Final Close up and Inspection Ventilation of Underfloor Area Ground Cover Vapor Barrier Dryer Ventilation, Smoke Alarm Testing Support Plans, Pier Supports, and Footings Foundations Open Slatted Decks. Site Built Structures Site Installed Ground Mounted Evaporative Coolers Basement Designs Site Installed Gas Range Support Plan Diagrams: Single Wide Double Wide Triple Wide — Longitudinal Tag Unit Triple. Wide —Transverse Tag Unit Four Section Home -"T" Model Tables: Table I Support Schedules (Chassis & Perimeter Support Piers) Table 11 Ridge Beam Support Schedules Table III Mating Line Bearing Wall Support Schedules ii Page 1 1 2 2 3 3-4 4-7 7-8 7 7 8 9-10 11 11 11 11-12 12 12.1 13-17 13 14 15 16 17 18-23 24-28 29-31 Drawings and Details: Sheet Support Plans - Outset Floor & Recessed Sidewall .......................... Support Plans -Porches &Fireplaces..... S-5 Support Plans - Porches & Decks.... ....................... Pier & Footing Support Details........... Floor & Roof Close -Up Details - 3.12 Roof....................... Roof Close -Up Details - 4:12 Roof.... Alternate Floor Connection at Mating Line ........................ Plumbing Details ....................................... S-13 Mechanical Details S-14 Electrical Details ............: ............... ..................................... S-15 Wall & Roof Close-up Details ................... ............. Wall Close -Up Details. ....................................... * . Transverse Tag Intercnnection Detail • Tag Unit Deck Railing S-18 Typical Tiedown Details ...................................................... S-19 Longitudinal Tiedown Details Roof Close-up Applications - Tag with Standard Gable S-21 .................... Roof Close -Up Applications S-30 -Altemate Valley ........................ Add -On Eave Details..... ............................................................ Roof Close -Up Applications - Vent Pipe at Rid Fireplace & ' P Chimney Installation ....................................................... S-41 Site Built Garage / Entry - Plan Diagram ...................... Site Built Garage Roof Framing Hinged Roof Close Off Detail S-61 Hinged Roof Close Off Detail Hinged Roof Close Off (Site Instructions) Hinged Roof Factory Installed Notes iv S-61.1 S-62 S-63 FORWARD This installation manual contains specific instructions that must be strict) adhered to in order for the home to perform properly. y These installation procedures must be performed by an experience who has carefully read and understands all installer instructions. aspects of the installation 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.. p y 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 & Safe Stand (24 CFR Parts 3280 & 3282 respective)ance Safety Standards" the U.S. Department of Housing and Urban Development. with s standarthe d requirements of commonly referred to as the "HUD Code". Is more Individual states, counties, and cities shall have no authority to establish standards regarding the construction or safety of a manufactured home which areof 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 aidndetachable sign oritch are locationo be andenoteed. any special 4. For Park sets, park manage 9 instructions regarding the installation of the homnaterials shipped lose with the 5. Verify receipt of standard items and set up . 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 n seeStructura t roof /Loading Requirements" ind load requirements established by. the local jurisdiction below). STRUCTURAL LOADING REQUIREMENTS The structural installation requirements vary for loads, climatic loads, r region in bearing order to compensate for variances in roof snow to lace special load conditions. The local authority having jurisdiction may p P requirements for the manufactured home oc hauthoffty must be contaich dier from the DctedStan fotlthe for a particular region. In all cases, the l specific structural loading requirem Make at the location where kmanufactured tw II be ome design meets the specific load requirements installed. Each home is designed and constructed to accommodate the roof live load as or checked on the first page of this manual, either 20 psf, 30 psf, 40 psf, , Is "Data Plate" 80 psf and a horizontal wind load of 15 sf. roof and wind loads whi h should have a checkmark next to the appropriate coincide with the loads identified on the first page of the manual. checkmarked on t The roof load that is he data plate does the does load . ` the required support requirements. Rather, it only indicate zone that the home may be located. All homes must be supported consistent with the local roof load zone where the home is t 2 V 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. Gene all , maintaining proper pitch in the drain lines will be the governing factor. y, 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 su port piers 11. Level the unit from side to side and front t o rear by adjustin Table I as required. heights and or shimming. Levelness must be checked using a water le ep ort large carpenter's level, and by observation of passage doors and cabinet doors for plumb fit. MATING OF ADDITIONAL SECTIONS OF MULTIWIDE HOMES I. 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 'app16ximately 1/2 off the ground. T 3. Place a third jack against the outside wheel hub at a ground and jack the "B" section against the "A"section. 45 ° angle to the 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 using ceiling panel joints as guides. Remove tires and store beneath home if desired. K3 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-1.2 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. jack the inside to bring the 8. When all wall joints at the ceiling are aligned, j 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: sf roof loads, 1/2 diameter bolts or 3/8 diameter lag For 20 psf and 30 p screws may be used. For am halvesgreater arp operlyads use attached,nly 1/2 diameter removethe s. Oce the ndge be. 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. 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 &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 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. 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"). 4 3. Install gas line flex connector supplied with the home for crossover wh required. See drawing S-13 detail °C". en 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. PP y Note: The heat tape used must be listed by a nationally manufactured recognized testing laboratory for use with .homes accordance with the manufacturer's and installed in In mild climates subject to onlyinstructions. 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 according to the label attached to the home at the g supply 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 NE°. 5 7 n. a 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.. . . . Complete electrical crossover(s) at mating ex conduit with conductors son one crossover will consist . Each of a length of 1 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. 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 AI Conductor Al Neutral Al Ground No. 6 THW Conduit 1 1121 100 am No. 1 THW 2/0 THW No. 1 THW No. 1/0 THW No. 4 THW 112 125 am No. No. 310 THW No. 110 THW No. 4 THW 2 150 am 200 amp No. 4/0 THW No. 2/0 THW No. 4 THW 2 10.Complete electrical connection for nates conditionerair na junction boxulwithoutha circuit for an air conditioner to other receptacle. The conductors slow for wirebe ced. with wire nuts sizes. A disconnecting r See table bemeans approved devices. shall be provided which is located within sight of the controller location. 11. Hook up duct crossover(s)'beneath home for down flow heating systems specific heat duct diagram shipped with the See drawing S-14 and model home. 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. The sheathing covering coatedvh orasphaltttom Of is either vinyl 13. Floor heathina (bottom boar_d,h the home is special material that D impregnated to protect against moisture, rodents,- and unconditioned 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. Aopenings shall be provided from the underfloor spaceatonthefexterior. 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 of6 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. 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. 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. 7 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. 10. Verify proper operation on all smoke alarms by performing the following steps: A. Determine that the power source is connected. B. Visually check for proper connection to the power source. C. Manually depress the check button. D. A "sound" indicates a working smoke alarm. T , install a replacement smoke alarm and E. In the absence of a "soun repeat items A thru E. F. All switches are to be in the off position when testing the smoke alarm(s). G. All alarms are to be tested. 11. For basement homes install a smoke alarm at the junction box under home And test alarm to ensure power. 12. Smoke alarm installation instructions are with the home in the Homeowners Manual. SUPPORT PLANS, PIER SUPPORTS, AND FOOTINGS In order to properly set up and install the manufactured home accordin pier support plans and schedules, the following g to the advance: 9 information must be known in 1. Roof Load Zone: The local roof load where the home will be installed typically either 20 psf, 30 psf, 40 psf, 60 psf or 80 psf. Note that 20 f is often referred to as "South Zone" and 30 psf can be referred to as "Midd is Zone". Check with the local building authority to determine the required r l load at the home site. q oof 2. Soil Bearing Capacit . The pier support schedules are based on bearing capacities of either 1000 psf, 1500 psf, or 2000 psf. Refer to oil report or check with the local building authority for the proper soil bearing soils capacity to use with the support tables. g 3. Home Size =Mi ications The floor width of each home section will Cit be 9 -10 {10), 11 -10 (12 Wide), 12 -8 (14 Wide), or 13 -6 (14 deer 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 wide, etc.) for a plan view of the generic support requirements. Then triple information from items 1 through 3 above, 'enter Table I to determine with the 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 pieror 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 9 FOO_TIN_GS 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. Note: For justification of mating line supports, refer your local authority or building inspector to Table II and Table III of this manual. 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, foo, and devices) comprise the minimum structural requirementsn ogsr 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.pme, ype skirting or foundation wall should be installed to follow the exter orr 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 adjacent to the manufactured home provided the attachedrchsttructure 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 ME 1NTED EVAPORATIVE' (SWAMP COOLERS) CONTINUED FROM PAG i. • . 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 registers. where vertical 'sers penetrate repaired per page 7 of this installation manual 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 basement design that has been engineered and sealed by a professional9ne designs shall adhere to local building codes and shall be approved by the authorities having jurisdiction. The basement foundation (as designed by a registeredengineer) a in requirements eprovide proper support s for the home based on the loading and p g specified in this manual. UNDER SPCIRCUMMOSRE THAN TANCESS2 ON CENTERHALL THE . CHASSIS BEAM SUPPORTS BE SPACED GOLDEN WEST WILL NOT WARRANT THAIN BEAM SUPPORTS ARE GAINST ANY PROBLEMS ASSOCIATED WITH FLOORS IF 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, mechanicaland trElamingng systems and chassis system not be pbe cut pe into .or altered in any way, nor shall he floor 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 blell be codes. on site and shall be in accordance with the UBC and all app 12 INSTRUCTIONS FOR SITE INSTALLED GAS COOKING RANGE I. FACTORY PREPARATION The home manufacturer will cooking rangeprovide a space for the future installation . The metal hood and cabinet protection required by 3280.204f a of the HUD Standards and the flame spread and fire protection requirements for led in the f surfaces adjacent to the range per 3280.203 shall be instal (a) 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 indicating the size and maximum BTU rating of the gas line. riser 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 forthe 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 as piping system shall be pressurized to 1/2 psi. (8 oz.) and the appliance connections tested for leakage using soapy water or bubble solution. 13 PERIMETER BLOCKINU KCuutrtcv AT EACH SIDE OF DOOR OR OTHER OPENINGS ALL ROOF LOADS (SEE NOTE j) FOR MAX. i MAX Q 7__OTE ORT PLAN - SINGLE WIDE y F D VfDE-PERIMETER-SUPPO T -BLO THER OPENINGS KTABLEING T FOR 20 IPSFDE -ROOF�LOAODS� SE 0 PSF PER-.. ER 48 WIDE, PER PIER SUPPORT TABLE. N =CHASSIS SUPPORTS PER. "TABLE I SUPPORT SCHEDULE". =PERIMETER SUPPORTS PER "TABLE I SUPPORT SCHEDULE" I =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 13 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 3) r2'-0' MAX. (TYP.) r 24" MAX. (TYP.) L rrly - UOUBLE WIDE 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'=-0 CLEAR -SPAN 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO TABLES If AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. 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 PIE SUPPORT TABLE. R LEGEND• N=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". QRO f ESSIp �OSEPyFF� =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �P RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE N 1� m_REFERENCE "TABULLE II RIDGE BEAM SUPPORTS" SCHEDULE. ABOVE E. C0422 077 ®=MATING LINE BEARING WALL PIER SUPPORTS * 't PER 1 "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21CIVIL fT9fEOF CALIf!Zl 14 11'-0' TYPICAL (6'-O' FOR 6/12 ROOF) TIEOOWN SPACING D s o � � a Z_ m CHASSIS MAIN BEAMS (TYPICAL) MATING UNE x x RIDGE BEAM CIFAR SPAN RIDGE BEAM CLEAR SPAN O r- . z ° MATING UNE BEARING WALLS ABOVE 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 3) r2'-0' MAX. (TYP.) r 24" MAX. (TYP.) L rrly - UOUBLE WIDE 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'=-0 CLEAR -SPAN 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO TABLES If AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. 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 PIE SUPPORT TABLE. R LEGEND• N=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". QRO f ESSIp �OSEPyFF� =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �P RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE N 1� m_REFERENCE "TABULLE II RIDGE BEAM SUPPORTS" SCHEDULE. ABOVE E. C0422 077 ®=MATING LINE BEARING WALL PIER SUPPORTS * 't PER 1 "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21CIVIL fT9fEOF CALIf!Zl 14 TWICAL SUPPORTSE(NOT� REQUIRED FOR 20 PSF ROOFS) MAX. PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 4.81 IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) CRICKET RIDGE SLOPE OF ROOF LONGITUDINAL TAG ROOF DIAGRAM LONGITUDINAL TAG rOVER48" PLAN — TRIPLE WIDE — LONGITUDINAL TAG UNIT ORTS ARE BEAM COLUMN PER LINEPTHAT ARE GREOA ERD THAN AT 3CHpND OF CLEAR SPAGS AT THE MATTAL BEAM COLUMN PIERSUPPORT TY AND REQUREDNS VARY WITH EACH DFOOTING AR�A.PLAN. TO TABLES II ANDIII FO OPENINGS E PERIMETER SUPPORT BLO KING AT FOR 20 EACHIPSFDE OROOFOLOAODS,USER 0 PSF PER 48 WIDE PER PIER SUPRT TABLE. LEGEND:Q ji'vESSIOp =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". ���JCJSEPII �P Z =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE OROVE C042077 m=REFERENCE "TABLE I RIDGE BEAM SUPPORTS" SCHEDULE Ems. Ll == _MATING LINE BEARING WALL PIER SUPPORTS CIVIL ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE.'�TEOFCAUE�� I =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 15 TYPICAL PERIMETER SUPPORTS (NOT REQUIRED FOR 20 PSF ROOFS) �0 I I -— s X MATING UNE BEARING WALL ABOVE (TYPICAL) i7 s D s s "SEAMS .m I\ I I -CHASSIS MAIN �`� `� BEAMS (TYPICAL) m BEAMS MATING LINE IOCE BEAM SPAN RIDGE BEAM CLEAR PERIMETER TAT EACHSIBL BLOCKING REQUIRED — OPENINGS OVER 48' ISN SIDEWAL FOR ALL ROOF LOADS.SSEE NOTE 3) -MATING UNE TYPICAL AT ALL (4) CORNERS: r /PAD O 30 PSF B000 6000, /PAD O 40 PSF 30000 PIER/PAD O 80 PSF ;NONE REQUIRED O 20 PSF) .24' MAX. (TYP.) 1 PIERS AT EACH END OF MAIN BEAM ON TAG UNIT ONLY: WoofPIER/PAD O 20 PSF 2500PIER/PAD 0 30 pSF E PIERPAD O 30 do 40 PSF 1 8000# PIER/`PAD O 40 PSF 2500/ PIER/PAD O 60 & 80 PSF 8000/ PIER/PAD O 60 PSF FRIDGE 10,000/ PIER/PAD O 80 PSF < MID- LENGTH OF TAG 27'-0' MAXIMUM TAG LENGTH ---ROOF DIAGRAM TRANSVERSE TAG SUPPORT PLAN - TRIPLE WIDE LI - TRANSVERSE TAG UNIT I. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR,. SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN T-0": REFER TO TABLES II AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORP ^ 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR LAN. D OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, SER30PPSF PER SUPPORT TABLE. LE ND• N =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". i0ffsS/O,y�� ll=PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �JOSEPye 0 RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE m_NO REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. C042077 S=MATING LINE BEARING WALL PIER SUPPORTS *Ev. 't PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. I =TYPICAL TIE -DOWN PER SHEETS S-20 CIVIL 1 & S-21. sj'�jEOF ril IM MR UNIT w DTH UNIT MADTH 13'-6' MAXIMUM 13'-6" MAXIMUM EACH DOUBLE MADE SECTION OF T" MODEL MUST BE INDIVIDUALLY UBLE DES' *SUPPORT PLAN FOR oARE INSTRUCTIONS HOWEVER TIEDOWN ANCHORS TED PER THE NOT SEMEN THE TWO DOUBLE MADE REWIRED AT THE MATING UNE SECTIONS AS SHOWN BELOW. TYPICAL PERIMETER Wa z 3 2'-0" MAX. SUPPORTS (NOT REQUIRED FOR mZ^ 0:0 () 20 PSF ROOFS) < m 7c ma.� R MATING UNE BEARING CHASSIS MAIN BEAMS (TYPICAL) WALL ABOVE � � W - 1 � i7 MATING UNE � _ RIDGE BM CLEAR SPAN • RIDGE BM CLEAR SPAN a m a j = z'I m CHASSIS MAIN BEAMS aim z vail (TYPICAL) N r e j I wI M1 OPENING U mI _ 11'-0" TYPICAL � o el .I TIEDOWN SPACING PERIMETER BLOCKING REWIRED AT EACH SIDE OF DOOR OR OTHERtSIDE W ALL FOR )( X J a c OPENINGS OVEF (SEE v ALL ROOF IOADS NO fV SUPPORT PLAN - FOUR SECTION HOME - T MODEL P UUUL EACH END OF CLEAR SPA . .. ... ..•,1; .RIDGE BEAM COLUMN PIER THAT ARE GREATER THAN 30 NG OPENINGS AT THE MATT LINEP ONS VARbUAC REDEACHDIVI 2. RIDGE BEAM COLUMN PIER SUPPORTORT FOR SUPP FOOT NG AREOA.PLAN. REFER TO TABLES II AND III SUPPORT BLOCKINGSIDE D OPENINGS USE 0 PSF PER PSFOF 3. PROVIDE PERIMETER ROOF LOAOOR DS, 48 WIDE PER PIER SUPPORT TABLET FORC 20 OVER SUPPORT TABLE. QtofESSIO,q,� "TABLE I SUPPORT SCHEDULE". E ���P�,� JOSE Py Itj =CHASSIS PIER SUPPORT PER =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. C042077 BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE SUPPORTS" SCHEDULE. * M _RIDGE REFERENCE "TABLE It RIDGE BEAM �� _MATING LINE BEARING WALL PIER SUPPORTS ® "TABLE — SUPPORTS AT MATING LINE" SCHEDULE. 'I110FCA10 \� PER III =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 17 Kas- 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 UNE. 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. 18 OSEP N0. C042077 �• 3-31-2004 CIVIL i m TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - NO CAVE • SOIL BEARING "SUPPORT SUPPORT 10' NIDE 12' WIDE 14' WIDE CAPACITY , SPACING LOCATION REQUIRED REQUIRED REQUIRED PIER CAPACITY FOOTING PIER REQUIRED FOOTING REQUIRED REQUIRED AREA CAPACITY AREA PIER CAPACITY FOOLING 4'-0" CHASSIS 1820 AREA O PSF 6'-0" CHASSIS 262 2148 310 2424 349 2730 393 3222 464 8' -0" CHASSIS 3640 3636 524 525 4296 619 4848 4'-0" CHASSIS 1820 698 1500 PSF 6'_0" CHASSIS 175 2148 207 2424 233 2730 262 3222 310 8'-0" CHASSIS 3640 3636 349 395 4296 413 4848 4'-0` CHASSIS 1820 144 466 2000 PSF 6�_0" CHASSIS 2148 155 2424 175 2730 197 3222 232 8'-0" CHASSIS 3640 3636 263 TABLE I SUPPORT 263 4296 310 4848 349 SCHEDULE - 20 PSF ROOF LOAD - 16" CAVE SOIL BEARING SUPPORT SUPPORT 10' WIDE 12' WIDE 14' WIDE CAPACITY SPACING LOCATION REQUIRED REQUIRED REQUIRED PIER CAPACITY FOOTING PIER REQUIRED FOOTING REQUIRED REQUIRED AREA CAPACITY AREA PIER CAPACITY FOOTING 4'-0" CHASSIS 1980 AREA 1000 PSF 6._0" CHASSIS 286 2308 333 2584 372 2970 428 3462 499 8'-0" CHASSIS 3960 3876 559 4'-0" CHASSIS745 571 4616 665 5168 1500 1980 190 2308 222 2584 248 PSF 6._0" CHASSIS 2970 286 8'-0` CHASSIS 3462 333 3876 3•72 3960 381 4616 444 5168 4'-0` CHASSIS 1980 144 497 2000 PSF 6'-0' CHASSIS 2308 167 2584 186 2970 214 3462 250 3876 CHASSIS 3960 279 286 4616 333 5168 372 Kas- 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 UNE. 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. 18 OSEP N0. C042077 �• 3-31-2004 CIVIL i m • o Q�pf ESSIOp NOTES:- 1. OTES. 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 SIDE OF VALUES OR THE LARGER FLOOREUNIT SECTION µApTS}{ARE UNEQUAL, USE THE TABULATED Fes] 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. CIVIC s?q%EOF C NVIM 19 SCHEDULE - 30 PSF ROOF LOAD,- NO EAVE TABLE I SUPPORT 10' WIDE 12' WIDE 14' WIDE i SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING CAPACITY SPACING LOCATION PIER FOOTING PIER 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 6'-0- 214 1722 248 1920 278, PSF PERIMETER 1482 2064 298 2488 359 2840 410 CHASSIS 8'-0" 1976 285 2296 331 2560 370 PERIMETER CHASSIS 1032 14-4 1244 144 1420 144 4'-0'. PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6'-0"1722 PERIMETER 1482 .144 166 1920 185 2064 198 2488 239 2840 273 CHASSIS 8'-0" 1976 190 2296 220 2560 246 PERIMETER CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 144 1866 144 2130 154 2000 6'-0"144 144 1722 1920 144 PSF PERIMETER 1482 2064 149 2488 180 2840 205 " CHASSIS 8'-0" 1976 144 2296 166 2560 185 • PERIMETER 4 • o Q�pf ESSIOp NOTES:- 1. OTES. 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 SIDE OF VALUES OR THE LARGER FLOOREUNIT SECTION µApTS}{ARE UNEQUAL, USE THE TABULATED Fes] 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. CIVIC s?q%EOF C NVIM 19 00FESS/0p� I. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES.\S`� JOSEPH 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TAB VALUES FOR THE LARGER FLOOR SECTION WIDTH. ULATED 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2,5:1. C042077 �• 3-31-2004 CIVIL-,- 20 IVILi 20 TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - 16" EAVE SOIL 10' WIDE12' W6 BEARING CAPACITY SUPPORT SUPPORT 14' WIDE SPACING LOCATION REQUIRED REQUIRED REQUIRED PIER CAPACITY FOOTING PIER REQUIRED FOOTING REQUIRED REQUIRED AREA CAPACITY AREA PIER CAPACITY FOOTING CHASSIS 1032 AREA 4'-0" 149 1244 180 PERIMETER 1200 1420 206 173 1360 196 1496 1000 PSF 6'-0" CHASSIS 1548 223 1866 216 PERIMETER 1800 269 2130 308 260 2040 294 2244 CHASSIS 2064 323 8'-p" 298 2488 359 2840 PERIMETER 2400 410 346 2720 392 2992 4._0. CHASSIS 1032 144 1244 431 PEP,IMETER 1200 144 1420 14.4, 144 1360 144 1496 1500 PSF 6'-0" CHASSIS 1548 149 1866 144 , PERIMETER 1800 180 2130 205 173 2040 196 2244 8'-0" CHASSIS 2064 198 2488 216 PERIMETER 2400 239 2840 273 231 2720 262 2992 4'-0" CHASSIS 1032 144 1244 288 PERIMETER 1200 144 1420 144 144 1360 144 1496 200p PSF 6'-0" CHASSIS 1548 144 1866 144 PERIMETER 1800 144 2130 154 144 2040 147 2244 162 8'-O" CHASSIS 2064 149 2488 PERIMETER 2400 180 2840 205 173 2720 196 2992 '216 00FESS/0p� I. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES.\S`� JOSEPH 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TAB VALUES FOR THE LARGER FLOOR SECTION WIDTH. ULATED 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2,5:1. C042077 �• 3-31-2004 CIVIL-,- 20 IVILi 20 V- TABLE I SUPPORT SCHEDULE 40 PSF 10' YVIDE ROOF LOAD -, 16" 12' WIDE MAX. EAVE 14' WIDE SOIL • BEARING CAPACITY SUPPORT SPACING SUPPORT REQUIRED LOCATION PIER CAPACITY REQUIRED FOOTING AREA REQUIRED CAPACITY FOOTING AREA REQUIRED PPIIJEIRED CAPACITY REQUIRED FOOTING AREA ` 4'-0"209 CHASSIS PERIMETER 1032 1450 149 1242 1650 179 238 1418: 1817 204 262 CHASSIS 1548 223 1863 268 2126 306 1000 PSF 6--0'2475 PERIMETER 2175 2475 356 2725 392 CHASSIS 2064 297 2484 358 2835 408 ' S. -O. PERIMETER . 2899 418 3299 475 3633 523 4'- 0"1650 CHASSIS PERIMETER 1032 1450 144 144 1242 144 158 1418 1817 144 174 ' CHASSIS 1548 149 1863 179 2126 204 1500 PSF 6•_0"2475 PERIMETER 2175 209 238 2725 262 CHASSIS 2064 198 2484 238 2835 272 - 8.-o. PERIMETER 2899 278 3299 317 3633 349 4'- 0"1650 CHASSIS PERIMETER CHASSIS 1032 1450 1548 14-4 144 144 1242 1863 144 144 144 1418 1817 2126 144 144 153 2000 PSF ,. 6•_p" 8'-0"3299 PERIMETER CHASSIS PERIMETER 2175• 2064 2899 157 149 209 2475 2484 178 179 238 2725 2835 3633 196 204 262 WISSIO �pSEP/•j P� F NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 2. UNIT WIOTHS 10' WIDE, 12' WIDE, AND 14' WOE RRE UNEQUAL, USE THE TABULATED EPRESENT WIDTH OF UNIT AT EACH C042077 SIDE OF THE MATING LINE. WHERE UNIT WIDTHS A VALUES FOR THE LARGER FLOOR SECTION WIDTH. EqA=3-M 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. CIVIL OFCALIFi 21 TABLE I SUPPORT SCHEDULE - 60 PSF ROOF LOAD - 16" MAX. EAVE SOIL. 10' NIDE 12' WIDE BEARING CAPACITY SUPPORT 'SPACING SUPPORT 14' WIDE LOCATION REQUIRED PIER REQUIRED REQUIRED REQUIREDREQUIRED CAPACITY FOOTING AREA PIER FOOTING PIER REQUIRED CAPACITY AREA CAPACITY FOOTING AREA 4'-0" CHASSIS 1032 149 1244 PERIMETER 2016 180 1420 206 291 2300 332 2500 360 1000 PSF 6'- 0" CHASSIS 1548 223 1866 269 PERIMETER 3024. 2130 308 436 3450 497 3800 548 8'-0" CHASSIS 2064 298 2488 359 2840 410 PERIMETER 4032 581 4600 663 5000 720 4'-0" CHASSIS 1032 144 1244 PERIMETER 2016 144 1420 144 194 2300 221 2500 1500 ' CHASSIS 1548 149 240 PSF 6-0" 1866 180 2130 PERIMETER 3024 291 205 3450 332 3800 366 8'-0" CHASSIS 2064 198 2488 239 2840 273 PERIMETER 4032 388 4600 442 5000 480 4'-0" CHASSIS 1032 144 1244 PERIMETER 2016 144 1420 144 146 2300 166 2500 180 2000 PSF 6'-0" CHASSIS 1548 144 1866 144 PERIMETER 3024 2130 154 218 3450 249 3800 274 8'-0" CHASSIS 2064 149 2488 180 2840 205 PERIMETER 4032 291 4600 332 5000 360 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. 22 61 N0. C04z07 �IL�4.. CIV TABLE I SUPPORT SCHEDULE - 80 PSF 10' WOE - ROOF LOAD 16" 12' WIDE MAX. EAVE 14' WIDE SOIL BEARINGSUPPORT CAPACITY SPACING SUPPORT LOCATION REQUIRED EP EDRQ FR CAPACITY FOOTING AREA REQUIRED R CAPACITY REQUIRED AREA REQUIRED IR CAPACITY REQUIRED FOOTING 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"554 PERIMETER 3775 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 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"363 PERIMETER 3775 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 4'-0"PERIME CHASSIS TER 1032 2500 144 180 1244 2880 144 208 1420 3184 144 230 CHASSIS 1548 144 1866 144 2130 154 2000 PSF 6'-0"4320 •PERIMETER 3775 272 311 4776 344 •• --••��-•--^ • 8'-0" - - - CHASSIS 2064 149 2488 180 2840 205 • PERIMETER See. Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. AT EACH 2 D THE MATING LINE. WHERE UNIT 4WIDTHS ARE UNEQUALEPRESENT . USE THE TH OF UNIT SIDE OF VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 4. THE MAXIMUM PERIMETER SUPPORT SPACING = 6'-0" 0/C. 23 f sslo{ IS PEPE H N0. C042077 Ev-Ll_-20i CIVIL TABLE. II ' RIDGE BEAM SUPPORTS -- 20 PSF ROOF LOAD BXAMPF F DIAGRAM 'SAN rut 5UPPORT 'A' SPAN FOR SUPPOR io RIDGE BEAM RIDGE BEAM SUPPORT 'A' SUPPORT .B" RIDGE BEAM SUPPORT 'C' R BEARING WALL io I SPAN FOR SUPPORT 'B' • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH ENO OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0".. • . TO • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II , RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD SUPPORT SOIL 10' WIDE �POUNDS� CAPA MAXIMUM 12' WOE ((�P ) REQUIRED MAXIMUM 14� BOE 1000 (FEE FAREAG (SEE) FOOTIRNGO MAXIMUM REQUIF 13'-0" 288 F �1 AREA (FEET) F OT11 2000 1500 13'-0" 192 10'-6" 288 9'-6" RE) 2000 13'-0" 144 10'-6" 192 9'-6" 192 1000 10'-6" 144 16'-0" 360 9'-6" 144 2500 1500 16'-0" 240 13'-0" 360 12'-0" 360 200013'-0" 240 16'-0" 180 13'-0" 12'-0" 4=2 1000 25'-6" 180 12'-0' 4000 1500 576 21'-6" 21'-6' 576 180 25'-6" 384 19'-0" 576 2000 25'-6"288 384 19'-0" 384 21'-6" 1000 32'-0" 720 288 19'-0" 288 5000 1500 26'-6" 720 32'-0" 26'-6" 480 24'-0" 720 26'-6" 2000 32'-0" 360 480 24'-0" 480 6000 1000 38'-6" 864 32,_0" 360 24'-0" 360 1500 38'-6" 576864 28'-6" 864 2000 32'-0" 576 38'-6" 432 28'-6" 576 1000 32'-0" 432 8000 1500 --- --- --- 43'-0' 1152 28'-6" 432 37'-6" 1152 2000 - 43'-0" 768 37'-6" 576 37'-6" 576 QVFESSIO,y� 1. PIER SUPPORTS ARE NOT REQUIRED UNDER BEARING WALLS AT THE MATING LINE �SEPi/ FOR 20 PSF ROOF LOADS. 2. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 3. UNIT WIDTHS 10' WIDE, 12' WADE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH 0042077 SIDE OF THE MATING UNE. 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. �r. CIVIL i 24 TABLE II RIDGE; -BEAM SUPPORTS, 30 PSF ROOF LOAD SPAN o� j BEARING Zia WALL � _I x \/BEARING WALL SUPPORT PER TABLE III. YAAAPI F DIAGRAM RIDGE BEAM I RIDGE BEAM - SUPPORT "A" SUPPORT "C" BEAM TM ATINC RIDGE M UNE SUPPORT enku cnR SUPPORT "B" • RIDGE.BEAMRSUPPORT EATER THANRS AO RE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE THAT ARE G . PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. D 14' VADE REPRESENT T AT EACH 2 SIDE WIDTHS THE MATINGEU12' WHERE UNIT WIDTHS ARE UNEQUAL, TH OF I VADEUSE 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 TABLE II RIDGE BEAM SUPPORTS — 30 PSF ROOF LOAD FEE ( ) AREA 10' WIDE 12' WIDE SUPPORT SOIL C EAARINTM MA IMMUM Q FOOTING MAXIMUM REWIRED F �APACI POUNDS �PSF� FEET AREA (FEE 288 384 9'-6" 288 " 8'-0" 8'-0" 288 , 1000 1500 9'-6" 192 8'-0" 192 2000 j 2000 9'-6" 144 8'-0" 144 1000 12'-0" 360 360 -5 J 00 ( 1500 12'-0" 240 10'-0" 240 __ 2000 12'-0" , 1000 19'-6" 576 16'-0" 576 1500 19'-6" 384 16'-0" 384 4000 ' 19-6" 288 16'-0" 288 2000 24'-0" 720 20'-0" 720 _480 -5000 1000 24'-0" 20'-0" 480 `— ; �-- 1500 i 360 20'-0" 360 2000 24'-0" 24'-0" 864 1000 29'-0" 864 24'-0" 576 6000 1500 29'-0" 576 24'-0" 432 2000 29'-0" 432 32'-0" 1152 1000 39'-0" 1152 8000__ 1500 f 39'-0" 76 32'-0" 576 2000 39'-0" 576 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. D 14' VADE REPRESENT T AT EACH 2 SIDE WIDTHS THE MATINGEU12' WHERE UNIT WIDTHS ARE UNEQUAL, TH OF I VADEUSE 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 M REQUIRED S FEE ( ) AREA 7'-0" 288 7'-0" 192 7'-0" 144 g•_0" 360 240 180 576 384 288 720 17'-6" 480 17'-6" 360 21'-6" 864 21'-6" 576 432 1152 768 �a•_a" 576 ::]A�BLEI RIDGE BEAMSUPPORTS - 40 PSF ROOF LOAD EXAMPLE DIAGRAM # x SPAN FOR SUPPORT 'A' SPAN FOR SUPPORT 'C' `1 BEARING RIDGE BEAM WAIL SUPPORT 'A' RIDGE BEAM SUPPORT 'C' BEARING WALL `MATING `O PPORT PER TABLE III. UNE RIDGE BEAM SUPPORT '8' SPAN FnP ci ioo— . • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING THAT ARE GREATER THAN 3"-0', . • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF STA LINE THE DISTA ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) NCES TO TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD SUPPORT SOIL 10' WIDE FPOUNDS� CAf SF(TY MAXIMUM BEARING 12' MADE ll�P )) REQUIRED M SPA UM 14' WIDE (FEET) FAREA G RE �UIRED MAXIMUM REQUIF FO TING 2000 1000 5'-6` 288 (FEET) AREA (FEET FAREi 1500 .5'-6' 192288 5'-6" 192 5'-6` 192 1000. 11'-O" 576 4000 1500 11'-0` 384 11'-0" 576 11'-0" 576 11'-0' 384 11'-0" 1000 17'-0" 384 6000 1500 864 17'-0" 864 17'-0' 17'-0" 576 17'-0" 864 576 17'-0" 576 8000 1000 23'-0" 1152 1500 23'-0" 768 23'-0" 1152 23'-0" 1152 _ 23'-0" 768 ' 23'-0" 768 1000 28'-6" 1440 10000 1500 28'-6" 4 0 28'-6' 1440 28'-6" 1440 28'-6" 960 28'-6" 960 hQIES, V OFESSION� I. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. ��,P��JOSEP& 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH N0. 0 SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 2077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1.' 004X= * r.. CIVIL 26 TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD FXAMPI F DIAGRAM � SPAN FOR SUPPORT 'A' SPAN FOR SUPPORT 'C' p x BEARING RIDGE BEAM RIDGE BEAM 'A' SUPPORT 'C' i ip WALL SUPPORT 192 4'-6" o a TMATING RIDGE BEAM BEARING WALL LINE SUPPORT "B" ' SUPPORT PER ►- . TABLE III. SPAN FOR SUPPORT 'B' z 'O 4'-0" 2000 10'-8" •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) SUPPORT APACI POUNDS 2000 4000 6000 8000 10000 12000 TABLE It RIDGE BEAM SUPPORTS — 60 PSF ROOF LOAD 12' WIDE 14' WIDE SOIL 10' WIDE p CE RING M XIMUM REQUIRED MAXPIAtUyM FOOUnN D MA$XPIATU P �PSF� SPAt�FEE F AREALFEET) AREA (FEET) ( 288 4'-6" 288 N0 `� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. EPRENT WITH 2.UNT WITHS 10' YAD, 12' WIDE, AND 14' WIDE T AT EACH S DIE OFD THE MATINGELINE. WHERE UNIT WIDTHS R RE 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. 27 288 192 144 576 384 288 864 576 432 1152 768 576 1440 960 720 1728 1152 864 j�1E5S10#44 JOS E N0. C042077 4-0 1000 5-4" 192 4'-6" 192 4'-0" 1500 5'-4" 14.4 4'-6" 144 4'-0" 2000 10'-8" 576 9'-0" 576 8'-0" 1000 10'-8" 384 9'-0" 384 8'-0" 1500 10'-8" 288 288 8'-0" 2000 3'-6 13'-6" 864 12'-0" 1000 16'-0" 864 ' " 13-6 576 12'-0" 1500 16'-0" 576 13'-6" 432 12'-0" 2000. 16'-0" 432 18'-0" 1152 16 '-0" 1000 21'-4" � 1152 768 16'-0" 1500 21'-4" 768 "18'-0". 18'-O" 576 16'-0" 2000 21'-4" 576 22'-6" 1440 20'-0" 1000 26'-8 " 1440 22'-6" 960 20'-0" 1500 ' 26'-8" 960 22'-6' 720 20'-0" 2000 26'-8" 720 27'-0" 1728 24'-0" 1000 32'-0" 1728 27'-0" 1152 24'-0" 1500 32'-0" 1152 27'-0" 864 24'-0" 2000 32'-0" 864 N0 `� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. EPRENT WITH 2.UNT WITHS 10' YAD, 12' WIDE, AND 14' WIDE T AT EACH S DIE OFD THE MATINGELINE. WHERE UNIT WIDTHS R RE 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. 27 288 192 144 576 384 288 864 576 432 1152 768 576 1440 960 720 1728 1152 864 j�1E5S10#44 JOS E N0. C042077 I HtsLt II RIDGE BEAM SUPPORTS — 80 PSF ROOF Loan EMIR DIAGRA D F-' a SPAN F tOj MALL WEARING rMAKING WALL SUPPORT PER 'O TABLE III. h PPORT 'A' SPAN FOR SUPPO :MDGE BEAM RIOGE BEAM PORT 'A' SUPPORT 'C' -MATING LINE RIDGE BEAM SUPPORT 'B' SPAN FOR SUPPORT 'B" • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LIN THAT ARE GREATER THAN 3"-0'. . STANCES TO • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD SUPPORT SOIL 10' WIDE FPOUNOS� CA AACNTY MAXIMUM 12' WIDE PSC SPAS�(( RE�pUIRED MAXIMUM 14' WIDE (E'1 FAREAG REQUIRED MAPIAUM REQUIF FOOTING SFN 1000 (FEET AREA ( .) FOOT)I 8. 576 AREo 4000 1500 8'-5" 384 7'-0" 576 6'-3" 576 7'-0" 2000 8'-5" 288 7'-0" 384 6'-3" 384 6000 1000 12'-8" 864 10'-8" 288 6'-3" 288 1500 12'-8' 576 10'-8` 864 9'-4" 864 10'— 2000 12'-8" 432 576 9'-4" 576 8" 8000 1000 17'-0" 1152 14'-0" 432 9'-4" 432 1500 17'-0" 7681152 12'-6" 1152 14'-0" 2000 17'-0" 576 768 12'-6" 768 1000 21'-0" 144017--g" 576 12'-6" 576 10000 1500 17 —g 1440 21'-0' 960 15'-6" 1440 2000 21'-0" 720 960 15'-6" 960 1000 17'-9" 720 25'-4" 1728 15'-6" 720 12000 1500 21'-4" 1728 25'-4" 1152 18'-6" 1728 21'-4" 2000 25'-4" 864 1152 18'-6" 1152 21'-4" 864 18'-6" 864 N_QTES: 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 SE N0. C042077 EV. 3-31—M CI ViIL ��OF CALWF `TABLE III SUPPORTS AT MATING LINE BEARING WALL 30 PSF ROOF LOAD EX -02I F DIAGRAM MATING UNE r , - M - � s CLEAR SPAN Ct.EAR . c x , MATING UNE BEARING WALLS r . TING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. M = RIDGE BEAM SUPPORTS PER TABLE II. "L" = SUPPORT SPACING PER TABLE III BELOW. { TABLE III RIDGE BEAM SUPPORTS — 30 PSF ROOF LOAD SOIL 10' WIDE 12' WIDE 14' WIDE SUPPORT BEARING SUPPORT REQUIRED SUPPORT REWIRED SUPPORT REQUIRED POUNDS AREAFEET TING SQACI G FOOTING CAPPA�n' S�AEEtyG FOOTING S ACI G F AREA (FEET (PSF 11 �I )) FEE288 3'-6" 288 , 1000 4'-6" 288 192 ! 3'-6" 1921 4'-6" 2000 ( 1500 } 192 144 3'-6" 144 4'-6" 4'-0" 2000 144 360 4'-6' 360 1000 6'-0" 360 5'-0" 240.' 6'-0" 2500 r 1500 i 240 5 -0" 180 180 2000 6'-0' 180 576 7'-O" 576 1000 9'-6" 576 8'-0" 384 " 384 4000 1500384 288 7'-0" 288 2000 288 8'-0" 1000 12'-0" 720 10'-0' 720 9'-0" 720 480 .1.0'-0" 480 9'-0" 480 1500 "12'-0" � 360 5000 ( 360 9'-0" 2000 12'-0" 360 10'-0" 864 864 12'-0" 10'-6" 1000 14'-0" 864 576 576 12'-0" 10'-6" 6000 1500 14'-0" 576 432 2000 14'-0" 432 12'-0" 432 10'-6" NOTES: - Q 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2 UNIT 10. WIDE 12' WIDE, T AT EACH SIDE OFWIDTHS THE MATING LINE. WHERE �UNIT WIDTHS ARE UNWIDE REPRESENT UAL. USE THE TH OF (TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. lfg i�UsSI0p JOsI N0. C042077 Ev. EU --M CIVIL �tf of TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 40 ASF ROOF LOADS { EXA-��pIA RAu X � co MATING LINE CLEAR�SPAN MATING UNE BEARING WALLS LEQLWL ®= MATING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. m = RIDGE BEAM SUPPORTS PER TABLE II. "L" = SUPPORT SPACING PER TABLE III BELOW. b.4IE5- 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 UNE. 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 �� QROFESS/pHA �OSEPyt NO. 0042077 EW X31-2404 flit fOFrCAL FOIA ADJUSTABLE NUT APPROVED 2" -- NOMINAL TREATED LUMBER FOOTING PAD OR 4' THICK SOLID CONCRETE PAD. METAL PIERS II BASS' EAM OR EAM FLOOR RIM JOIST Fz= z z < d `� N 1 rn I -FINISH GRADE CONCRETE BLOCK PI CHASSIS 1 -BEAM OR FLOOR RIM JOIST. APPROVED CONCRETE BLOCK OR METAL PIER. INDIVIDUAL OR COM- BINED PIER LOADS WHERE REQUIRED BY m LOCAL AUTHORITY. 10 ------- A METAL PIERS — MULTIPLE GAP BETWEEN TOP OF PIER AND MAIN FRAME MAY BE A WOOD PLATE (NOT WIDE x 6' O M INIMUM PERIMETER SIDEWALL FLOOR : REMAINDER OF THE GAP. CAP: 2xBxi6" WOOD (2 LAYERS PIER CAP: 4'x 16'x 16' SOLID CONCRETE BLOCK MATING LINE FLOOR JOISTS OR COMBINATION OF BOTH- z ;> -STANDARD OPEN OR CLOSED CELL 16" CONCRETE BLOCKS WITH DOUBLE CONCRETE BLOCKS - (SOLID OR CELLED) WITH (2) 18d TOE-NAIL—r i � � (�2) 18d NAILS OE -NAILED CHASSIS I -BEAM OR STT -FLOOR RIM JOIST ¢ I -BEAMS OR ALTERNATE DIRECTION OF EACH COURSE. 2) 2x6 2 OF OR -moi BETTER NAILED (WHERE ACCESSIBLE) -CONTACT PAD NOMINAL TREATED LUMBER FOOTING (2) 2x6 NAILED WITH TOGETHER WITH , 16d NAILS AT 4 0/C (NO SPLITS ALLOWED) APPROVED PIER (PERIMETER SUPPORT) APPROVED 2' NOMINAL TREATED TOGETHER 16d NAILS AT 4" O/C. INSET 9"; APPROVED FOOTING -RISER -APPROVED METAL LUMBER FOOTING PAD OR 4" THICK APPROVED NOTE: A 3/4' x 1-1 2' NOTCH MAY OCCUR PIER FRAME SOLID CONCRETE PIERS' ON THE BOTTOM OF 2X6 BLOCKING. PAD. THE NOTCH MUST OCCUR AT 16' MIN FROM OUTSIDE EDGE OF BLOCKING. s PPORT CAPACITY FOR THIS CONDITION 1000 POUNDS MAXIMUM — 10 ------- A METAL PIERS — MULTIPLE GAP BETWEEN TOP OF PIER AND MAIN FRAME MAY BE A WOOD PLATE (NOT WIDE x 6' O M INIMUM EXCEEDINGBETWEENTMWOODICK WOOD PLATE SHIMS (WEDGES). AND AND 4' DRIVEN TIGHT CONC. BLOCK MAY FILL THE OR PIER AND MAIN FRAME. 2 OR 4' SOLID REMAINDER OF THE GAP. CAP: 2xBxi6" WOOD (2 LAYERS PIER CAP: 4'x 16'x 16' SOLID CONCRETE BLOCK _.PIER MAX), OR 4x8x16' SOLID CONCRETE, OR EQUIVALENT. OR COMBINATION OF BOTH- z ;> -STANDARD OPEN OR CLOSED CELL 16" CONCRETE BLOCKS WITH DOUBLE CONCRETE BLOCKS - (SOLID OR CELLED) WITH 8 x 8"x CELLS PLACED VERTICALLY. THE_ SHALL BE INSTALLED W/ 16 • BLOCKS INTERLOCKED AND CAPPED AS SPECIFIED BLOCKS DIMENSION PERPENDICULAR TO ABOVE. I -BEAMS OR ALTERNATE DIRECTION OF EACH COURSE. FOOTING: 16'x 16"x 4" SOLID - CONCRETE OR OTHER PRODUCT APPROVED APPROVED FOR THE PURPOSE. NOMINAL TREATED LUMBER FOOTING AL (2) 8'z 16.x 4' SOLID CONC. BLOCKS W/ JOINT PAD OR 4' THICK SOLID CONCRETE PAD. BETWEEN BLOCKS PARALLEL TO THE STEEL I -BEAM FRAME. FINISH GKAUL 12 `"- 7cc , cl,PP_0R s AT PERIMETER CHASSIS R FLOORRIM 6'x 16' MINIMUM CONT. JOIST CONCRETE FOOTING FULL LENGTH OF THE = I -BEAM OR RIM JOIST.;, �I U 1 &IERH&I FOOTINGS MAY BE INSTALLED z PERPENDICULAR TO I `1 CHASSIS I -BEAM AT NO MORE THAN 8'-0' IL�vsaI, 0/C, WITH FOOTING LENGTH EQUAL TO mOR HOME WIDTH. FINISH GRADE 12 (2) f 4 CONTINUOUS 16' ,. REBAR LAPPED FINISH GKAUL 12 `"- 7cc , cl,PP_0R s AT PERIMETER CHASSIS R FLOORRIM �ZESL FOR GAUTHORIT`( HAVINGJURISDICTION-.SDIICTION-. R 1' PIERS JOIST INL7ENDED USEDBYOTHE 2. A MINIMUM GROUND CLEARANCE OF 12' SHALL BE MAINTAINED OF THE CHASSIS (I -BEAM). BENEATH THE LOWEST MEMBER = 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS o i SHALL BE 2.5:1 . 4. ALL FOOTINGS (PADS OR CONTINUOUS) MAY BE PLACED DIRECT- WHERE ALLOWED BY THE LOCAL z LY ON THE GROUND SURFACE JURISDICTION, PROVIDED THE SOIL IS FIRM AND UNDISTURBED, AND ORGANIC MATERIAL i �' OR COMPACTED FILL, FREE OF GRASS AS MEASURED M THE w N .. 5. PIER HEIGHT MAY BE 36' MAXIMUM UNDER TOP OF THE FOOTING TO THE BOTTOM OF o THE BOTTOM OF THE ANDLINE mOR THE MAIN PERIMETER RAMS, FLOOR PoMTJOIST. 6, MANU- SO THAT THE BOTTOM ONE-FOURTH OF THE AREA OF EOFATHE rIS 12 FACTURED HOME INSTALLED MAIN FRAME MEMBERS ARE MORE THAN 3 FEET ABOVE GROUND SHALL BE DESIGNED BY A D LEVEL, THE FOUNDATION SYSTEM REGISTERED PROFESSIONAL ENGII 9Y0 ORECT AND THE CAL AUTHORITY WHEN A PIER IS FOUNDED ON TWO OR MORE FOOTING PADS AND INSTALLATION SHALL BE APPROVED HAVING JURISDICTION. THE LENGTH OF THE PIER BASE IS LESS THAN THE WIDTH OF THE MULTIPLE AND SHALLAD, A LOAD BE APPROVEDS22 x8 TREATED LUMBER OR UTING ELEMENT IS REQUIRED APPROVED MATERIAL W/ WIDTH AT LEAST EQUAL TO THE WIDTH OF THE PIER AND LENGTH AT LEAST EQUAL TO THE WIDTH OF THE MULTIPLE PADS. ��\• (E BLOCK ORR METAL PIER) W N0. .o C042077 �•� p rs 7/31/02 Ev- CIVIL nA1f OF CAUSB� poor � Ommo"SET—UP INSTRUCTIONS 20 PSPgF 4 PSI PIER AND FOOTING 30 F 6S PSI SUPPORT DETAILS 80 PSI ,nl T DAm 1-12-95 c___ 0 PROVIDE CHASSIS, PERIMETER, AND MATING LINE PIER SUPPORTS PER STANDARD MODEL cMATING UNE - CHASSIS MAIN BEAMS (TYP.) END PORCH (FULL WIDTH) ENDWALL PROVIDE - I RIDGE BEAM COLUMN PIER SUPPORTS PER 'CARPET LAYOUT AND RIDGE BEAM FIELD SUP- PORT PIER' DRAWING PROVIDE CHASSIS, 10'-0' MAX. PERIMETER, AND ND MATING UNE PIER END PORCH SUPPORTS PER (FULL WIDTH) STANDARD MODEL CHASSIS PIER SUPPORT PER 'TABLE I SUPPORT SCHEDULE'. -PERIMETER PIER SUPPORTS PER 'TABLE I SUPPORT SCHEDULE'. (NOT REQUIRED FOR 20 PSF ROOFS) 3 ® -MATING UNE BEARING WALL PIER SUPPORTS PER 'TABLE 111 - SUPPORTS AT MATING UNE' SCHEDULE. ENDWALL MATING UNE PORCH/DECK m 12EFERENCE-RIDGEM'TABLE II RIDGCOLUMPIERE BEAMUPPORTS RSUPPORTSPER � SCHEDULLE CHASSIS MAIN BEAMS (TYP.) PROVIDE J RIDGE BEAM COLUMN PIER SUPPORTS PER 'CARPET LAYOUT AND RIDGE BEAM FIELD SUp- PORT PIER" DRAWING SIDEWALL - --I - �`�`��u 4'-O' ENTRY I I J PROVIDE SPECIAL PIERS AND PADS SIDEWALL AT (4) LOCATIONS OF PORCH AS SHOWN- FOR MINIMUM CAPACITIES SEE TABLE PROVIDE SPECIAL PIERS AND PADS AT ALL (4) CORNERS OF PORCH AT RIGHT OF THIS SHEET. - FOR MINIMUM CAPACITIES SEE TABLE AT RIGHT OF THIS SHEET. SUPPORT PLAN — END PORCH W RECESSED ENTRY6A PROVIDE CHASSIS, SUPPORT PLAN sa PERIMETER, AND NOTE, MATING — END PORCHDECK PROVIDE CHASSIS, g MATING UNE PIER FIREPLACE MAY SUPPORTS PER UNE OCCUR AT ANY PERIMETER, AND MATING 10'-0' MAX. MATING LINE PIER LINE STANDARD MODEL ENDWALL SUPPORTS PER STD. MODEL ENDWALL ENDWALL -z ^22' TYP. i 2 a PROVIDE RIDGE BEAM COLUMN 3 CHASSIS MAIN PIER SUPPORTS 'CARPET �+ CHASSIS MAIN FIREPLACE 1 BEAMS (TYP.) EXTENSION I 2 a>_BEAMS (TYP.) POR H/ DECK / PER LAYOUT AND 1 °.� io < ENDWALL > RIDGE BEAM N ; FIELD SUP- PORT DRAWING PIER* SIDEWALL PROVIDE SPECIAL PIER AND PAD CENTER OF FIREPLACE ND OISTA S SHOWN - FOR MINIMUM CAPACITIES SEE TABLE UPPER RIGHT OF THIS SHEET. 'LAN — VKMWA.1 SIDEWALL I \ PROVIDE (2) EPORCH PIERS ALOCATIONS SHOWN— FOR MINIMUM CAPACITIES SEE TABLE AT RIGHT OF THIS SHEET. PPORT PLAN — CORNER PORCH DECK _ D TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING MINIMUM PIER CAPACITIES, PIER REOUIREMENTS FOR END PORCHES. CORNER PORCH AND FIREPLACES ® ROOF LIVE LOAD / PIER CAPACITY 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF END PORCHES 2000 IDs. 2500 lbs. 4000 lbs. 4000 lbs. 6000 lbs. CORNER PORCH 2000 lbs. 2500 lbs. 4000 lbs. 4000 lbs. 6000 lbs. FIREPLACE 2000 lbs. 2500 lbs. 4000 lbs. 4000 lbs. 6000 lbs, NO- TEB' 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED ABOVE, USE THE 'REQUIRED FOOTING AREA' TABLE it - RIDGE BEAM SUPPORTS' COLUMN OF 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 UNE THAT ARE GREATER THAN 3'-0'. 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO TABLES If AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. NO. C042077 Eq. JI -MH SUPPORT PLANS PORCHES .AND 30 PSF 40 PSF FIREPLACES 60 PSF 0 PSF By D. HOLT DAa 2-fi-95 �' n. HN T C` r MATING LINE _ 2 CHASSIS MAIN BEAMS c (TYPICAL) z .I t PROVIDE CHASSIS,; PERIMETER, MATING UNE AND <12'-O' RIDGE BEAM COLUMN PIER SUPPORTS PER STANDARD MODEL T F L O O R SUPPORT PLAN rT _ z ME o � r � z PROVIDE CHASSIS, PERIMETER, MATING LINE AND RIDGE BEAM COLUMN PIER SUPPORTS PER STANDARD MODEL S U P P O R T P L A N PORCH POST PERIMETER ABOVE FLOOR JOISTS (2) 16d TOE -NAIL -4, (2) 2x6 # 2 DF OR-- EETTER NAILED TOGETHER WITH 16d NAILS AT 4' 0/C (NO SPLITS ALLOWED) 9' MAX.' PIER UNDER EACH --- PORCH POST ABOVE APPROVED LV,INSTALL PIER AT EACH FALLECTORY INSTAD OUT- RIGGER & WHEN OUTRIGGER IS GREATER THAN 24' FROM END OF OUTSET, INSTALL PIER AT END OF OUTSET. SIDEWALL UM MATING UNE (2) 16d NAILS ,�� - INSTALL PIERS UNDER MIDDLE I fm 11 POST AT PORCH RECESSED SIDEWALL PORCH ABOVE. (MORE THAN ONE POST -CHASSIS MAIN BEAMS 7' MAX MAY OCCUR , (TYPICAL) DEPENDING UPON THE FLOORPLAN) STD. CHASSIS CAPACITIES PER PIER SUPPORT TABLE AT RIGHT. INSTALL PIERS UNDER EACH PORCH END -POST ABOVE. SIDEWALL 8' MAX 6' MAX CAPACITY PER TABLE AT RIGHT. ti — P ORCH R E C E S S E RECESSED D S I D E W A STANDARD SIDEWALL OUTSET SIDEWALL (BEYOND) II TYPICAL FLOOR II FACTORY INSTALLED OUTRIGGERS 1 F 'FND. ■ CHASSIS PIER SUPPORT PER 'TABLE I SUPPORT SCHEDULE'. -PERIMETER PIER SUPPORTS PER 'TABLE I SUPPORT -'SCHEDULE'. (NOT REQUIRED FOR 20 PSF ROOFS) (2) 16d NAILS • TOE -NAILED (WHERE ACCESSIBLE) I fm 11 II \\ \\\ f If \\ \ \ JLC =J` OUTSET, INSTALL STD. CHASSIS PIER AT EA. END PIER SUPPORT D S I D E W A STANDARD SIDEWALL OUTSET SIDEWALL (BEYOND) II TYPICAL FLOOR II FACTORY INSTALLED OUTRIGGERS 1 F 'FND. ■ 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 UNE' SCHEDULE' -RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW � m -REFERENCE TABLE II RIDGE BEAM SUPPORTS' SCHEDULE. _TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH m MINIMUM PPIER CAPACITIES;OS NOTED WITH THE FOLLOWING PIER CAPACITY REQUIREMENTS FOR OUTSET FLOOR ANORCH COLUMNS PO ROOF LIVE LOAD / PIER CAPACITY PIER LOCATION 20 PSF 30 PSF 40 PSF 60 PSF 60 PSF OUTSET FLOORS 2500 lbs. 2500 lbs. --- --- SIDEWALL PORCH 2000 4000 4000 6000 6000 END - POSTS POUNDS POUNDS POUNDS POUFS POUNDS6000 SIDEWALL PORCH 2000 LB. 4000 LB. 4000 MIDDLE - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS 1. TO DETERMINE MINIMUM PAD SZE FOR PIER CAPACITIES USTED ABOVE, USE THE "REQUIRED FOOTING AREA' COLUMN OF TO USELTHE SO IL EBEAM SUPPORTS' BEARING CAPACITY THAT DMATCHES IYOUR NG RE SITED CONDITION. THE PAD SIZE CAPACITY USTED. TED ABOVE. AND THE CORRESPO 2 BEAM COLUMN PIER SUPPORTS EROGITT CH ERIDGE ND OFCLEARSPAN OPENNGSAATTHMATINLINE HA ARE GREATER THAN 3.-0'. 3. RIGE BEAM EADCH INDIVIDUAUFLOOR UMN ELOCATIONS REFER TO TABLES IRI AND hIIiI FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. E N0. 0042077 Ev. kll= ! R ou��RECESSEDSIDEWALL OUTSET OR 60 PSF 80 PSForti T C— INSTALL PIER AT EACH FACTORY INSTALLED OUT - 1 MAX. RIGGER & WHEN I!m\ STD. CHASSIS I I U \ � PIER SUPPORT \\\ OUTRIGGER IS GREATER THAN ►j (BEYOND) 24' FROM END Of !I \\ OUTSET, INSTALL f1 \\\ PIER AT EA. END 16 OF OUTSET FLOG -MATING LINE BEARING WALL PIER SUPPORTS ® PER 'TABLE III - SUPPORTS AT MATING UNE' SCHEDULE' -RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW � m -REFERENCE TABLE II RIDGE BEAM SUPPORTS' SCHEDULE. _TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH m MINIMUM PPIER CAPACITIES;OS NOTED WITH THE FOLLOWING PIER CAPACITY REQUIREMENTS FOR OUTSET FLOOR ANORCH COLUMNS PO ROOF LIVE LOAD / PIER CAPACITY PIER LOCATION 20 PSF 30 PSF 40 PSF 60 PSF 60 PSF OUTSET FLOORS 2500 lbs. 2500 lbs. --- --- SIDEWALL PORCH 2000 4000 4000 6000 6000 END - POSTS POUNDS POUNDS POUNDS POUFS POUNDS6000 SIDEWALL PORCH 2000 LB. 4000 LB. 4000 MIDDLE - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS 1. TO DETERMINE MINIMUM PAD SZE FOR PIER CAPACITIES USTED ABOVE, USE THE "REQUIRED FOOTING AREA' COLUMN OF TO USELTHE SO IL EBEAM SUPPORTS' BEARING CAPACITY THAT DMATCHES IYOUR NG RE SITED CONDITION. THE PAD SIZE CAPACITY USTED. TED ABOVE. AND THE CORRESPO 2 BEAM COLUMN PIER SUPPORTS EROGITT CH ERIDGE ND OFCLEARSPAN OPENNGSAATTHMATINLINE HA ARE GREATER THAN 3.-0'. 3. RIGE BEAM EADCH INDIVIDUAUFLOOR UMN ELOCATIONS REFER TO TABLES IRI AND hIIiI FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. E N0. 0042077 Ev. kll= ! R ou��RECESSEDSIDEWALL OUTSET OR 60 PSF 80 PSForti T C— LE III —SUPPORTS AT MATING LINE BEARING WALL — G• do 80 ASF ROOF.• LOA EXAMPLE DIA RAM MATING 1:2fi; LINE CLEAR SPAN SP �CLEAR UNE BEARING WALLS NL ® = MATING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. M = RIDGE BEAM SUPPORTS PER TABLE II. `L" = SUPPORT SPACING PER TABLE III BELOW. SUPPORT APACt POUNDS 4000 CSOIL EAARINTM 1000 5 _4- �4:� AKLA1500 384 576 6" 5765'-4"2000 288 " 384 5'-4` 4'-6. 288 TABLE III RIDGE BEAM SUPPORTS - 80 PSF ROOF l0 TABLE III RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD 10' WIDE SIIPDnor 12 WIDE 14' WIDE 4'-0" 576 4'-0" 384 4=0" 288 SUPPORT SOIL FNG AD 10'. WIDE OUNOS C�EPAACI SUPPORT R 12' HIDE 14 WIDE t''SF) S�'FAECEIT�G FOAQREAG Sr EET�G FOOTING SU AG� G 0 REQUIRED 1000 4'_3, AREA �FEET� FOOTING 576 AREA 4000 1500 4'-3` 384 3'-6" 576 3'-0" 576 2000 4'-3 3'-6" ` 288 384 3'-0" 384 3'-6" 288 3•_0. 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. \S1P�,� JOSEPH�.`��C� 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH N0. �� 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. 0042077 �• 3-3� �,. CIVIL 31 FACTORY INSTALLED WATER LINES MATIN( JOINT FLEXIBLE PLASTIC WATER PIPING CONNECTED DIRECTLY THROUGH SWIVEL CONNECTOR AND COUPUNG IATER LINE CROSSOVER COUPLING WITH ADJUSTABLE SCREW CLAMP ALTERNATE_ ABS COUPLING FLOOR 8 A FLOOR FACTORY INSTALLED WATER LIN �— r WATtK GKvZovvcn CONNECTOR SUPPLIED BY THE MANUFACTURER (MUST BE LISTED FOR EXTERIOR USE) AL COLORS MUST MATCH FLOOR NO NOTE, SHALL BE OPTIONAL QUICK ' USE ON THE QUICK DISCONNECT DISCONNECT DEVICE. DEVICE MATING JOINT (SUPPLY) LIS. WATER LINE CROSSOVER a GAS LINE CROSSOVI NQ1F_ DRAIN UNE DRAIN UNE TEST TO BE TEST TO BE CONDUCTED CONDUCTED AFTER ASSEMBLY AFTER ASSEMBLY. PER NOTE / 6 BELOW. INTERIOR PARTITION COUPLING WITH ADJUSTABLE FLOOR SCREW CLAMPS ADJUST FALL TO 1/4" PER FOOT STUBBED MIN, (1/8" PER FOOT IF THERE IS LINE A CLEANOUT AT UPPER END OF LOOSE SECTION) DRAIN SECTION COUPLING WITH ADJUSTABLE SCREW CLAMPS I — ,,T_ DRAIN UNE DRAIN LINE CROSSOVER MOTES FOR DET CH D 1 PLASTIC PIPE Y MAGS AND NUFACTURED CTUREDTFF OR USE SOLVENT ABS MANUFACTURERSSIINSTRUC ONS.PLY SOLVENT SHALLNCE COMPLY( WITH ASTM D 2235-81 OR NSF -14-1985- 2. ALL JOINTS AND CONNECTIONS SHALL BE CORRECTLY ASSEMBLED FOR THE FULL TIGHTNESS. DEPTH OF�THE IPE SHALL BE SOCKETS EACH FITTING. 3. THE DRAIN OUTLET MUST BE PROVIDED WITH A MINIMUM CLEARANCE OF 3" IN ANY DIRECTION FROM ALL PARTS OF THE STRUCTURE OR APPURTENANCES AND WITH NOT LESS THAN 18' UNRESTRICTED CLEARANCE DIRECTLY IN FRONT OF THE DRAIN OUTLET. 14 rI EANOUTS SHALL BE ACCESSIBLE rTHROUGH AN Y IN ONLY) STUBBED LINE COLORS MUST MATCH 6 SEE "NOTES FOR DETACHED DRAIN ASSEMBLY BELOW D TYPICAL DETACHED DRAIN ASSEMBLY o nlra ASSE�nRI Y — DETAIL. E" 5. SUPPORT DRAIN LINE(S) BY FACTORY INSTALLED PLUMBERS TAPE OR PLASTIC STRAPS AT 48" O/C MAX. WRAP LOOSE END OF OR FASTEN CHASSIS WITH SELFETAPPINGAND(SCREW. OO To FLRSPROPER SLOPE 0 (PFALLF) TOWARD OUTLET OF 1/4" PER FOOT MIN. OR 1/8" MIN. DEAT UPPER EOF DRAIN OOT WHERE TND INSTALLED CLEANOUT IS PROVIDED 6. PERFORM DRAIN UNE 'FLOOD LEVEL TEST" AFTER ASSEMBLY ACCORDING TO THE FOLLOWING PROCEDURE: THE HOME FIXTURESMANUFACTURED BE CONNECTED, SHALL POSITION, BE IN A LEVEL ALL AND THE ENTIRE SYSTEM SHALL BE FILLED WITH WATER TO THE RIM OF THE TOILET BOWL. (TUB & SHOWER DRAINS SHALL BE PLUGGED). AFTER ALL TRAPPED AIR HAS BEEN RELEASED. THE TEST SHALL BE SUSTAINED FOR NOT LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. THEN THE SYSTEM SHALL BE UNPLUGGED AND EMPTIED. THE WASTE PIPING ABOVE THE LEVEL OF THE TOILET BOWL SHALL THEN BE TESTED AnND SHROWFlNO 1 I INDICAWATERTION OF 6c 1\" VENT SANITARY TEE i\ OR 2" PIPE I TO MAIN DRAIN LOOSE DRAIN SECTION GAS CONNECTOR SUPPUED BY MANUFACTURER REMOVE DUST CAPS BEFORE CONNECTING 6 THE P=TRMAWMATING SULATION 8 SHALL BE FIELD IP -TRAP" FACTORY INSTALLED 1/2" MIN CPVC PIPE do ELBOWS EACH SIDE OF LINE. (SHIP LOOSE, SITE INSTALLED CPVC CROSSOVER PIPE WITH 2 ELBOWS, SIZED TO MATCH FACTORY PIPE SIZES. PIPE SHALL BE INSERTED TO FULL DEPTH OF EACH FITTING. USE PROVED FOR CPVC FITTINGS. CEMENT _ALT WATER CROSSOVER -CPV "SET-UP INSTRUCTIONS" PLUMBING. TUB OR TUB/SHOWER -- STRAINER AND SWIVEL ADAPTER APPROVED COUPLINGS 1\" PIPE 'P'— TRAP W/ UNION 8 MARRIAGE UNE FLOOR DECKING 2 x 6 RIM JOIST FLOOR SEALER TO PREVENT INFILTRATION BOTTOM BOARD — PATCH W/ VINYL TAPE AT LAG SCREWS 3/8' x S' MIN. LAG SCREWS 0 16'0/C (ALTERNATE SIDES AS SHOWN) TYPICAL OUTRIGGER (MATING ANGLES NOT REQUIRED) MARRIAGE UNE FLOOR ncr"ur 2x SOLDE /8 BA TYPIC) 'OUND ON REQUIRED AT AT EACH MATING s 4 GENERA) NOT�c 1. THESE INSTRUCTIONS SHALL BE FOLLOWED FOR FLOOR CONNECTION AND ELECTRICAL GROUNDING ACROSS MATING LINES WHEN CHASSIS MATING ANGLES ARE NOT FACTORY INSTALLED. 2. WHERE MATING ANGLES ARE INSTALLED ON ANY TWO OUTRIGGERS THAT ARE AUGNED 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'. N0. C042077 Eq. 3-31_20tlr ALTERNATE FLOOR CONNECTION 20 IA" F 30 PSF 4 aur er — R G. SUE °4R �_�p_n.a f` 7/16" APA RATED 24/16 SHEATHING FR� PE iS FELT OR ASPHALT RIDGE SHINGLES DIMENSION OPERPEND PERPENDICULAR TOINSTALLED ITBLOCKING AL FIELD FIELD INSTALLED W/ (2) ENDING 6" 12 GA. x 1 1/4" ROOFING W/ 6d NAILS O 6" 0/C ACH SIDE NAILS AT EACH SHINGLE RLINE LAST COURSE OF SHINGLES ROOF SHEATHING FIELD INSTALLED W/ (4) 12 GA. X 1 1/4" ROOFING GABLE TRUSS NAILS AT EACH SHINGLE FACTORY INSTALLED SHINGLES (2) LAYERS fEL0flLg AFTER RIDGE BEAM R APPROVED QUAL BOLTING, ATTACH 3/8"x FACTORY INSTALLED 12" (MIN) PLYWOOD CLOSURE STRIP WITH 8d NAILS AT 8" 0/ 6d NAILS AT 8" O/C TO 2x3 RAFTER RAIL AND (2) 2x3 RAFTER RAILS 6d NAILS TO EACH FTER. TYPICAL ROOF TRUSS ' .x 7DARD TAO UNITI:; FIELD BOLTING QUANTITIES PER N 2 x BLOCKING �— (FACTORY INSTALLED) �— TYPICAL TAG UNIT TRUSSES AT 16' OR 24" 0/C TAG UNIT MATING WALL NOTES: 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER. 2 AS AN 'xi6 GA. STAPLES MAY BEAU USED TO SECURATE TO EOTTHE STANDARD FING �IASPHALT SHINGLES AND RIDGE SHINGLES. 3. ALL BOT & LAAIG- SCREWSSCREWSSHALL CONFORM TO ASTM SPEC - A -307 NO. �o C�042077 ro 01/23/03 pNA1C "SET-UP INSTRUCTIONS" 20 PS 60 PS1 ROOF 30 PS 80 PSI CLOSE-UP DETAILS 40 PS .o n ,MT DAII 3-29-96 C_11 IBM 1/2" DIA BOLTS W/ WASHE TOP OR BOTTOMTFRIDGE 2 MIN. FROM BEAM OR 5/8" LAG SCREWS. FOR SPACING AND BOLT CLUSTERS REQUIRED OVER SUPPORT POSTS SEE ALL �v7 12 A SECTION -TRANSITION FROM "B" TO RIDGE CLOSE - UP DETAIL - 4:12 ROOF STANDARD TAG 7/16" APA RATED 24/16 SHEATHING SHIPPED LOOSE, INSTALLED WITH LANG �'C' UNIT LDIMENSIONNW1d PERPENDICULAR 0/C MATING LINE W/ FACTORY INSTALLED TEMPORARY WEATHER PROOFING MTL. FOR PROTECTION DURING TRANSIT 3 STORAGE ' .x 7DARD TAO UNITI:; FIELD BOLTING QUANTITIES PER N 2 x BLOCKING �— (FACTORY INSTALLED) �— TYPICAL TAG UNIT TRUSSES AT 16' OR 24" 0/C TAG UNIT MATING WALL NOTES: 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER. 2 AS AN 'xi6 GA. STAPLES MAY BEAU USED TO SECURATE TO EOTTHE STANDARD FING �IASPHALT SHINGLES AND RIDGE SHINGLES. 3. ALL BOT & LAAIG- SCREWSSCREWSSHALL CONFORM TO ASTM SPEC - A -307 NO. �o C�042077 ro 01/23/03 pNA1C "SET-UP INSTRUCTIONS" 20 PS 60 PS1 ROOF 30 PS 80 PSI CLOSE-UP DETAILS 40 PS .o n ,MT DAII 3-29-96 C_11 IBM (2) LAYERS TYPE 15 FELT OR APPROVED EQUAL FIELD INSTALLED, EXTENDING 6' MINIMUM ON EACH SIDE OF UNIT t FACTORY INSTALLED SHINGLES (2) LAYERS 15/ FELT--� OR APPROVED EQUAL FACTORY INSTALLED 1{2' - BOLTS W/ WASH 2 MIN. FROM TOP OF RIDGE BEAM. FOR SPACING AND SOLT CLUSTER REQUIRED OVER SUPPORT POSTS SEE — GLUSE - UP RIDGE BEAM ASPHALT RIDGE SHINGLES FIELD INSTALLED W/ (2) 12 GA - x 1 1/4' ROOFING NAILS AT EACH SHINGLE f;;�LAST COURSE Of SHINGLES FIELD INSTALLED W/ (4) 12 GA. ROOF NAILS AT EA. SHINGLE. L6'AFTER RIDGE BEAM BOLTING, ATTACH 3/8'x 6" (MIN) PLYWOOD CLOSURE STRIP WITH 6d NAILS AT 6' O/C TO IDLE BEAM AND (2) 6d AILS TO EACH RAFTER, OR COVER 5' » ACCESS HOLES WITH 30 GA. GALVANIZED METAL. 12 AIL - 3:12 IppF A ALTERNATE RIDGE BEAM L FIELD INSTALL 1/2"— BOLTS WITH WASHERS AT 48' 0/C O 20 PSF ROOF OR 32'0/C O 30 PSF ROOF OR 24' 0/C O 40 PSF RIDGE ROOF OR 16' O/C O 60/80 PSF ROOFS BEAM + 3" MIN. �` N **Do WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF 2' TO 4" 0/C < ONLY, A BOLT CLUSTER IS REQUIRED AS SHOWN. FOR 20 P.S.F. 30 P.&F. QUANTITY OF BOLTS, SEE 5'-0' 3'-8' TABLE it AT RIGHT. - LONGITUDINAL OR TRANSVERSE RIDGE BEAM SUPPORT POSTS TYPICAL WALL STUDS E ---TYPICAL FLOOR .--) 3/8' DIA. x 5" LAC SCREW 30 0C-20PSSF. 20' 0/C — 30 P.S.F. SCREW DETAIL - 20 P DCNM 13ULIINU UETAIL ' SEAL JOINT FOR ENTIRE LENGTHi AT FLOOR TO FLOOR CONNECTION DECKING MATH EXTERIOR GRADE CAULKING 1. ALL CLOSE—UP MATERIAL SHALL BE SUPPLIED BY THE OR EQUAL I PROHIBIT AIR MANUFACTURER. AND WATER INFILTRATION FLOOR 2. AS AN ALTERNATE TO ROOFING NAILS, 1'x1'x16 GA. STAPLES MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES AND RIDGE SHINGLES. 3. ALL BOLTS do LAG SCREWS SHALL CONFORM TO ASTM SPEC. A-307 OR EQUAL 4. FOR ELECTRICAL GROUNDING BETWEEN SECTIONS, USE STAR WASHERS AT BOTH ENDS OF THE 1/2' BOLT ON AT LEAST ONE OF THE BOLTS BETWEEN EACH CONNECTED SECTION. OUTRIGGERS 1/2'N BOLTS THROUGH 5. LAG SCREWS OR BOLTS IN A CLUSTER PATTERN MAY BE ALTFRNA� MATING ANGLES GE SPACED UP TO 6' 0 / ENDS OF OUTRIGGERS /C PROVIDED THAT 2" 0 C TO 4' 0/C FOR ALTERNATE FLOOR CONNECTION W/ WASHERS. (SEE AMEBAGE FACING IS MAINTAINED THROUGHOUT THE CLUST USING LAG SCREWS SEE DETAIL � NOTE j4 AT RICHT) ER. LAC SCREW CLUSTER TABLE I CLUSTER MAXIMUM SPAN OR ADJACENT SPAN PATTERN 20 P.S.F. 30 P.&F. 1 SCREW 5'-0' 3'-8' 2 SCREWS 10'-0' 7'-0' 4 SCREWS 20'-0' 14'-0' 6 SCREWS 30'-0" 41'_0' 8 SCREWS 40'-0' 28'-0" 10 SCREWS 50'-0' 35'-0' NOTE - I. LAG SCREW CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF C L 2. LAG SCREW SPACING IN CLUSTER TO BE 2' TO 4' O/C .S.F. AND 30 P.S.F. ONLY B BOLT CLUSTER TABLE II CLUSTER MAXIMUM SPAN OR ADJACENT SPAN PATTERN 20 P.S.F. 30 P.S.F. 40 P.S.F. 60 P.S.F. 80 P.S.F. 1 BOLT 12'-9' 8'-10' 5'-0"i 5--0' 3'-10' 2 BOLTS 25'-6' 17'- 8' W-11' 9'-11' 7'-9' 3 BOLTS 38'-3" 26'- 7' --- --- 4 BOLTS --- 35'- 5" ig'-10" 19'_10' 6 BOLTS --- --- 29'-8' 29'-8' 23'-3' 8 BOLTS --- --- 39'-7' 39'-7' 31'-0" I. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF C L 24 2. BOLTS SHALL BE 1/2' (MIN.) WITH WASHERS 'AT EACH END. N0. C042077 EqL 1-31_2(16 tIffiRAIMET-UP INSTRUCTIONS" 20 P PSF FLOOR AND ROOF 30 PS 80 PSF CLOSE-UP' DETAILS 40 PS auw BY D. HOLT 0117—�n_o< n BELT RAIL REMOVE FACTORY . — INSTALLED POLY— ETHYLENE SHEATHING FLOOR JOISTS -- EXTERIOR WALL FRAMING FACTORY INSTALLED J II II HARDBOARD SIDING TYPICAL TOP PLATE CAULKING TYP. STUDS AT l 18' O/C I FIELD INSTALLED ENTIRE VOID AREAS TO HARDBOARD BATT BE FILLED W/ MIN. R-1 11 INSULATION. II It OPENING IN WALL FOR FIELD INSTALLATION OF ELECTRICAL METER BASE, ETC... TYPICAL WALL FRAMING W/TUDS AT 16' 0/C •Z• OR •H• FLASHING II L % I FIELD INSTALLED 11 CAULKING J HARDBOARD SIDING W/ II �j 8d CORROSIVE RE— ENTIRE OPENING SHALL ^ FIELD INSTALLED HARDBOARD SISTANT NAILS AT 6 0/C BE COVERED W/ POLY— SIDING W/ 6d CORROSIVE FIELD INSTALL I I EDGES AND FIELD. ETHYLENE SHEATHING II RESISTANT NAILS AT 6 0/C DURING TRANSIT AND II EDGES AND FIELD. HARDBOARD H(-- FIELD INSTALLED REMOVED PRIOR TO K --u-- Typ, BOTTOM H SKIRTING (MAY BE ATTACHMENT OF PLATE 24 n ONE PIECE) 8 HARDBOARD. B D E T A I L WALL CLOSE UP TYP. STUDS' TOP PLATE FACTORY INSTALLED AT 16. 0/C —rr, — --_m_ tt— TYP. BLOCKING AT ALL EXTERIOR SIDING II II GYPSUM BOARD JOINTS TYp, STUDS II III II FIELD INSTALL 5/18• GYP. AT 18. O/C III III It BD. W/ CONT. BEAD OF P.V.A. GLUE AT ALL FRAM - II 111 11 ING MEMBERS do ATTACH 'jII 1 11 W/ 3l16•xt•x19 GA. STAPL EDGES do FIELD C, II I II AT 6 0/C AND NOT LESS THAN 1/4 I I 111 II II FROM SIDES do ENDS Q& II 1/2 GYP. BD. W/ #6 x 1� III II SCREWS OR 5d COOLER II NAILS OR .098 — SHANK x FIELD INSTALL GYPSUM BOARD (MATCH EXISTING) ii III 11 1(• ' HEAD LONG x 19/64 PER DETAIL III 11 RING SHANK NAILS AT (AT LEFT) jj III 7. O/C EDGES AND FIELD_ _u _— ---W--- —_y_ AND NOT LESS THAN 3/8 DS FROM EDGES do EN. TYP. BOTTOM PLATE 24 p D E T A I L INTERIOR ENDWALL CLOSE - UP EXTERIOR ENDWALL 1. ALL FASTENERS MANUFACTURED CLOSE—UP EXPOSED TO WEATHER SHALL BE ZINC COATED BY HOT—DIP GALVANIZED ZINC, MECHANICALLY DEPOSITED ZINC OR ELECTRODEPOSITED ZINC. FASTENERS MANU— FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER NON—FERROUS ALLOYS EXPOSED TO THE WEATHER DO NOT REQUIRE PROTECTIVE COATINGS. I 1 x 2. 1AAMIUFACTURER.MATERIAL SHALL BE SUPPLIED BY THE FACTORY INSTALLED GYPSUM BOARD 8 N0. 0042077 Ems. 1-.iL'294! 'SET—UP INSTRUCTIONS WALL CLOSE—UP DETAILS 8 FACTORY INSTALLED HARDBOARI OR PLYWHO( SIDING TYPICA TRUSSE ENDWAL BELOW FASCIA —UP DETAIL -- FIELD INSTALL FIELD INSTALLED MINIMUM 2' WOOD BATTEN WITH WDE BATTEN 8d NAILS AT 12' O/C CUT FROM SAME CAULK OR SEAL AT MATERIAL AS SIDING. ATTACH HORIZONTAL WITH 6d NAILS C EACH LAP SIDING (FACTORY SIDE OF INSTALLED) 12 6' 1 6' MIN. MIN. OSE—UP DEFA-11-7-7,eo cin.. r rnJldA W-LIUL AT RID ix3x7' SPLICE BLOCK - — FIELD INSTALLED TO FASCIA WITH (4) 6d NAILS MIN. EACH SIDE OF SPLICE RI 2xB FASCIA OR 1x4 RAFTER RAIL (UNDER HARDBOARD FASCIA) 6 FACTORY INSTALLED HARDBOARD OR PLYWOOD SIDING MELD INSTALL 2' LENGTH OF FIELD INSTALLED AP SIDING )VER < INTER— WOOD BATTEN WITH OCKING WITH 8d NAILS AT 12' O/C IDING UNDER— EATH. CAULK OR SEAL AT DETAIL EDGES (TYPICAL) X6 OUTLOOKERS XTENDED 32' MIN FACTORY INSTALLED I FROM ENDWALL HARDBOARD OR -ACTORY INSTALLED)' PLYWOOD SIDING 12 "SET-UP INSTRUCTIONS" WALL & ROOF CLOSE—UP DETAILS aur rf _ n U... °11E - am ,-L_ �.vINLK CLOSE—UP RIDGE BEAM (WITHOUT NOTCH FOR 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE EXPOSED TO WEATHER SHALL OVERHANG) -ASCIA BE ZINC COATED BY HOT—DIP GALVANIZED ZINC, MECHANICALLY DEPOSITED ZINC OR SPLICE IELD APPLIED 'ER MANU— FACTUR D FROM ALUMINUM ALLOY WIRE OROTHER NON—FERROUS ALLOYS EXPOSED DETAIL TO THE WEATHER DO NOT REQUIRE PROTECTIVE COATINGS. X6 OUTLOOKERS XTENDED 32' MIN 2. ALL CLOSE—UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER. I FROM ENDWALL -ACTORY INSTALLED)' C3 2 Q z 0 16 D vtofEssl0 EPHe 0 NO. 0042077 * Eq11 2001 "SET-UP INSTRUCTIONS" WALL & ROOF CLOSE—UP DETAILS aur rf _ n U... °11E - am JUNCTION BOX P P N TO N G CIRCUITS G P N G ..onccnvca FOR ONF CI CUIT P P P CIRCUITS TO G �� I Fr G JUN BOP ranccpyFR FO ECTRICAL AND WIRI GN DIAGRAMS FOR CROSSOVER P'1 I1 II II II 11 LISTED COMBINATION I I METERBASE DISTRIBUTION PANEL. JA002 OW OR — APPROVED EQUAL MAIN lN? %1 11 11 1 ,—HOT WIRES 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 a' GROUNDING ELECTRODE CONDUCTOR FROM SERVICE EQUIPMENT TO GROUNDING ELECTRODE SYSTEM. WARE SIZE PER THE FOLLOWING: SERVICE: 100 AMP — N 6 COPPER 17S AMP — / 4 COPPER GROUND WIRE JUNCTION BOX WITH METAL COVER PLATE FACTORY INSTALLED I I FLEX CONNECTOR, LOCK NUT AND PLASTIC BUSHING FLEX CONNECTOR TO BE GROUNDED ON SITE.. TO DISTRIBUTION PANEL - FLOOR SPLICES TO BE MADE W/ APPROVED JUNCTION BOX CONNECTORS.{ P G P EDT J—BOX SIZING: 100 AMP -4 x10'x10 FLEX ELECTRICAL 200AMP-4'x10'x12 —/ CONDUIT TO PARK. J PANEL BOX. FLEX ELECTRICAL CONDUIT HARED AND SPLICED PER DIA— SPLICE CONNECTORS REQUIRED fOR 100 AMP SERVICE AN GRAMS AT LEFT. 8 LARGER. FOR 50 AMP SERVICE. A PLUG—IN CORD IS PROVIDED B A ELECTRICAL FEEDER ASSEMBLY 99 AL NQTES: 1. DO NOT PROVIDE ELECTRICAL POWER UNTIL THE GROUNDING ELECTRODE SYSTEM IS INSTALLED do CONNECTED. 2. EONE APPROVED GROUNDING LECTRODE ENCASED BY AT LEAST ELECTRODE OF CONCRETESYSTEM IS N LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE )IRECT CONTACT VAT" S IN F FOUNDATION HENEAR H CONSISTING OF AT (LEAST 20 FEET OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICALLY CONDUCTIVE COATED STEEL REINFORCING BARS OR ROOS OF NOT LESS THAN 1/2' DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF COPPERNOT ALLER THAN NUMBER 4 ORARE OTHE 'APPROVEDUCTOR GROUND NG SYSTEMS PER MAIN 250-81 AND 250-83 Of THE NEC. PANEL 3 MAIN PANEL VATH.METER OX SHALL NOT BE INSTALLED ON HOMES WITH METAL SIDING. IETALIC IACEWAY OR CONNECIING CONDUIT FROM METER BASE TO BE INSTALLED ON SITE REv900 pgA10 "SET—UP INSTRUCTIONS" ELECTRICAL �--�* — iu — UK 12"— FLEX DUCT L^L'-* LNUSSOVER DUCT AIR SUPPLY PER DET. V SHIPPED LOOSE AND FIELD MAY REST ON CONT. P.T. OR (FIELD INSTALLED) INSTALLED (R-4 MIN.., TYP.) FOUNDATION REDWOOD) HEAT DUCT CROSSovFa --------- �...,.�. __ s lamm SEALED COMBUSTION OR ELECTRIC FACTORY INSTALLED 14'— COLLAR FOR CROSSOVER DUCT 14'- FLEX DUCT I SHIPPED LOOSE AND FIELD INSTALLED. (TO BE SUPPORTED ' FROM EVERY GROM— MET W/ BAILEY WIRE) 14' x 10' x 10' OR 14' x 12' w 'Y GALVIN12ED do INSULATEDW/ R-4 MIN. SHIPPED LOOSE AND FIELD INS ALLED. 10'— OR 12'— FLEX UC SHIPPED LOOSE AND FIELD INSTALLED, SUPPL STANDARD HEAT DUCT FACTORY INSTALLED FLOOR HEAT REGISTER ONLY FACTORY INSTALLED DUCT MATERIAL FACTORY INSTALLED 6'— COLLAR FACTORY INSTALLED 6'— FLEX DUCT i LISTED MIN. R-4 SHIPPED LOOSE, FIELD INSTALLED FLOOR INSULATION (FACT. INSTALLED) TYP. 4' x 10' ADJUSTABLE REGISTER (FACTORY INSTALLED) TYP. 10' OR 12' COLLAR "ACTORY INSTALLED )PTIONAL FLEX 1UCT FOR TAG UNIT IELD INSTALLED MERE REQUIRED MIXING BC a � ax 016 MIN. GALV. OR ALUM. MIXING BOX INSULATED W/ R-4 MIN. ATTACH FLEX DUCTS TO '2) 10'— OR 12'- COLLARS ONE EACH SIDE) W/ TYP. END FLEX UCS . ATTACHTTOETYP. HEAT DUCT PER TF 12 "SET-UP INSTRUCTIONS" 16 MECHANICAL dB OPTION REMOTE REGISTER16 ,,, D. HOLT a,¢ y r 161 ENDWALL FLOOR ' I–BEAM THAT THE CAPACITY IS bKAQKtt RATED FORS3 50TALLED IN LBS WORKING LOAD AND NSTALLEO PER BRACKET. ALT BRACKET MAY BE T INSTALLED ON MANUFACSITE TURE'S INSTRUCTIONS. INSTALL ONE APPROVED TIE– ---� DOWN STRAP AT EACH END OF EACH FLOOR SECTION APPROVED ANCHOR WITH SINGLE TENSIONING HEAD r STALLATION OF LONGITUI USE (1) LONGITUDINAL 11E DOWN AT EACH ENO OF EACH SECTION H ! ! AX W ANCHOR TO BE IN UNE WITH STRAP UNLESS APPROVED STABILIZER PLATE OR COLLAR IS INSTALLED FOR 45' MAX. ANGLE, 'W( MUST BE GREATER OR EQUAL TO 'H'. PLAN VIEW A SECTION T� B SECTION I 1 I C SECTION �.-- e® ( I � — J g._0. A j B C I -------------- ` Q mJ MAX 'A' 'B' 'C' = 13'-6' I SINGLE WIDE fUDINAL TIE DOWN REQUIREMENTS MAIN 1–BEAM 3" _ FULL WIDTH WELDS 1/8. OR y THICKNESS OF BRACKET (MIN). LONGITUDINAL TIEDOWN BRACKET DETAIL' ,. NOTESc REFER TO NOTES ON PAGE S-20 FOR STRAPPING AND ANCHORING SPECS. DOUBLE OR TRIPLE WIDE . Qi10FESSION F IS llgo. STEEL MIN. �S�P��,OSEPHFjO N0. MEIRACKET C042077 Exp. 3t- 004 CIV1\- �Atf0FCA104 . S-21 LONGITUDINAL TIEDOWN REQUIREMENTS DaArw+ er: TM n.m za+Es ,oR�,� DAM—' 11/29/99 I only sous AN FLOOR APPROVED TIE -DOWN STRAP WRAPPED AROUNTO BUCKLE M N I DBEAN AND ATTACHED PER DUALS JZ ANCHOR HEAD -507 APPROVED 1 o W GROUND ANCHICN 090 ANCHOR PER GENERAL NOTE 116. 1 E — D O W N _[;'""j! T A I L 6� TOPWAVE SUFF RMENT LE THEN OF DOH DOW STRAP THROUGH SLOT SLOT OF BUCKLE, THEN BAC( UPTHROUGH HROUTHROH THE TOP BOTTOM SLOT OF THE BUCKLE FOR A SECOND TMEASE SHOWN N FIGURE B-1. B Z WRAP THEN THE gyp{D� STRAP AROUND THE MAN BEIM THE TOP SLOT Or THE BUCKLE FOR THE THIRD TIME AS SHOWN N nm 9- TEEN ANGIO THE 11E -DOWN STRAP DOTIN TO THE GR ANCH11Hm pR HEAD AND CONNECT PER DETAIL HM' R IS IMPORTANT TD REMOVE ALL SLACK FROM THE SYSTEM AROUND THE MMI BEAM ASSEMBLY. I E — 0 W N INSERT THE TENSION BOLT INTO THE ANCKR HEAD AND ATTAON THE NUT LOOSELY. THEN INSERT THE STRAP INTO THE SLOTTED SHANOK OF THE TENSION BOLT AS WW. AFTER STRAP IS INSERTED THROUGH THE SLOt BEND IT UP AT 907. T R A P MA5 CHASSIS \ / MAIN BEAM PIER rooTWG PERED 3 DRAWING ljj� 1^ I / /BUgQ� TOP ` -SLOT OF SEE DETAIL BEMBUCbF 7PERAQ� MAN B BEAM SLOT OF BUCKLE �. BUCKLE TO PROTECT STRAPS AGAINST SHARP CORNERS OF ►-BEAM CUT A PIECE OF STRAPPING TO WRAP AROUND THE I -BEAM BEFORE THE TEDO" STRAP IS WRAPPED AROUND THE BEAM. T 0 MAIN BEAM n C2 USE A 15/16• SOCKET OR OPEN END WRENCH TO MAKE AT LEAST FOUR COMPLETE TURNS ON BOLT UNTL STRAP IS NAL I E — D O W N S T R A C STRAP AIL TO HOLD BOLT UNDER TENSION WHILE REPO 7MHG THE 15/16' SOCKET OR WRENCH, PLACE AN OPEN END WRENCH ON THE 5/8' SQUARE SHOULDER OF THE BOLL THEN RoWTlCN THE 15/16' SOCKET OR WRENCH TO FACILITATE THE FINAL TENSIONING. LOOM iIEDOWN sYs M mN RA 'O C I. THE EDOWN BUCKLLSYSTEM SHOWN CONSISTING OF STEEL STRAPS, ES AND GROUND ANCHORS IS ONE ACCEPTABLE METHOD OF ANCHORAGE. ALTERNATES TO THESE METHODS. MATERIALS, SPACINGS, ETC... MAY BE USED PROVIDED THEY MEET THE LOA CAPACUSTEDRTY AND CERTIFIED BY REMENTS SA PR RED IN OFESSIONALE2 BELOW ENGINEER OR ARCH ITECT AND APPROVED BY THE LOCAL ENFORCEMENT AGENCY. 2. ALL GROUND ANCHORS, STEEL STRAPS, AND CONNECTIONS SHA BE CAPABLE OF RESISTING AN ALLOWABLE WORKING AT PLUS LOAD OFSSEN�oIFIA IFILREALLANCHORING EQUIPMENT BiCERTEDBY A PROFESSIONAL ENGINEER OR ARCHITECT AS TO ITS CAPACITY TO RESIST THE FORCES SPECIFIED BASED ON ANGLE OF INSTAL- LATION AND SOIL TYPE IN ACCORDANCE WITH ASTM D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL & SEAL: SOIL TYPE AT HOME LOCATION SHALL MEET OR EXCEED THE ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS. 12 3. HORIZONTAL WIND PRESSURE - 15 PSF. A 4. NO PORTION OF THE TIE—DOWN EXTENDING BEYOND THE VERTICAL PLANE OF AN EXTERIOR WALL OF THE HOME SHALL BE ABOVE THE GROUND. 5. ALL ANCHORING EQUIPT. EXPOSED TO WEATHER SHALL HAVE A RESISTANCE TO DETERJORAT , THAT PROVIDED BYATHER A COATING OF Z NCN A LEASTTEEL EQUALF NOT TO LESS THAN 0.30 OUNCES PER SQ. FOOT OF SURFACE COATED. ALL STEEL STRAPPING SHALL BE AT LEAST 1 1/4' WIDE x .035' THTC TYPE 1, FINISH B, GRADE 1 STEEL. & CER . BY A PROFESSIONAL ENpNEER OR ARCHITECT AS CONFORMING TO ASTM D3953-91 6. GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, EMBEDDED ELOW* ABOVE THE WATER13TABLE.FST SOTABIUZEIi PLATUNE AND ES SHOULDT LEASTI BE INSTALLED TO PROVIDE ADDED RESISTANCE. 7. IN LIEU OF THE TIE—DOWN SYSTEM HEREIN, GOLDEN WEST HOMES WILL ALLOW INSTALLATION OF ANY HOME ON A PERMANENT FOUNDATION SYSTEM OR OTHER APPROVED 71E—DOWN OR ALTERNATIVE SYSTEM THAT MEETS THE DESIGN UVE LOAD REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY. THE LOAD CAPACITY REQUIREMENTS IN NOTE 2 ABOVE, AND IS SIGNED BY A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM USED MUST BE COMPATIBLE WITH THE GOLDEN WEST HOMES LONGITUDINAL FLOOR CONSTRUCTION. C4 ONCE FULLY TENSIONED, ALIGN1 THE SQUARE NECK OF BOLT WHTH SQUARE HOLE N ANCHOR HEA) AND TIGHTEN THE HU NUT. THIS "-L DRAW THE TWO TO- DRAIN GETHER AND LOCK THE SYSTEM INTO ITS FINAL POSITION. O G ROU N D A N C H O R DETAIL 9MAN n D. C anegn . n N0. 0042077 Ew 3-31_m TYPICAL TIE—DOWN 30 PSF q DETAILS -2 ROOF IO" , ,- pAA110 TAG UNITDECK DETAILRAILING ALL * pruM er MWH °Ak3/12/99 S— g >EiOM1 A PORCH RAILING OETAIL • ""-- )NNECTION PER JV �JDORMER TRUSS — W/ VERTICAL NNECTION PER WEBS O 16" O.C. FLAT OUTLOOKERS 2 x 6 OUTLOOKER (FACTORY INSTALLED �1AIN UNIT � � w NNECTI SET-UP MANUAL0�1 R TRIPLE WIDE SECTION VIEW --TOESCREW #10x4" SCREWS AT 24"0.C. MAIN UNIT WALLIVbD TAG UNIT EXTERIOR WALL TRUSSES OVER MAIN UNIT ROOF CONNECTION (2) 2 x 4'S 7/16 O.S.B. 1 x 3 R.S. SCREEN � �&ACTORYSINSTALLED) �CWW--STEP FLASHING (S' HIGH) FLAT OUTLOOKERS-- 2 x 6 OUTLOOKER - (FACTORY INSTALLED) ' m MAIN UNIT O1 \ h r /16 0. x 3 F -SCREE I � x 6 R.S. MARRIAGE WALL FACTORY INSTALLED) STEP FLASHING (5' HIGH; 2:1 2 x 6 FLAT SIDEWALL •SIMPSON A -35'S W/ 12 BD x 1 1/2' NAILS INSTALLED ON SITE TO TOP AND MIDDLE OF TAG SIDEWALL TO MAIN UNIT SIDEWALL INTERSECTION. TAG ENDWALL GOOF CONNECTION - DETAIL C atknws wt� er oei F�0�10 N0. C042077 Ems. lj-2004 k TRIPLE WIDE ^� INTERCONNECTIONTAF DETAILS 20 330,40 2: 60,0 PS '' 1 1 D ALT. WALL. CONNECTION E 0 RAJ '12/111/9 S— 18 HOMES � FACTORY INSTALLED AFTER RIDGE BEAM BOLTING PROCEDURE IS COMPLETED. VENT PIPE FIELD INSTALL RIDGE SHINGLES PER DETAIL FIELD INSTALL (2) LAYERS & EXTENDING (&-LJAND/!�L OF FELT OVER 6' MINIMUM EACH SIDE OF HOLE MAY BE CUT RIDGE SHINGLE RIDGE BEAM VENT FLASHING - GALV. IN METAL OR MINIMUM 50# FOR VENT PIPE ROOFING MATERIAL (2) LAYERS TYPE 15 FELT I I FACTORY INSTALLED FACTORY INSTALLED SHINGLES HOLE TO BE CUT THROUGH FELT ' LAYERS FOR VENT PIPE AS REQUIRED SHINGLES THAT OVERLAY ASPHALT CEMENT THE FLANGE TO BE BEDDED IN PLASTIC ASPHALT CEMENT. MOULDED AROUND PIPE AT FLASHING CONTACT SURFACE. (ALT: RUBBER GASKET) 'ROOF CLOSE - UP APPLICATIONS VENT PIPE AT RIDGE DETAIL NOTES* 1. THE ABOVE APPLICATIONMETHOD MAY BE FACTORY pSEP � ' S��Q�� INSTALLED AT NON -MATING RIDGES. ljo f 2 SHINGLEST EINSTALLED OF HAVING 12" UNLESS THE MANUFACTURER �P NO. ASLOPE LESS THAN2 IN WARRANTS THE SHINGLE FOR A LESSER SLOPE. 0042077 3. SHINGLES ARE TO BE CLASS: C' WIND RESISTANT ESA kI M OR BETTER.. 4. FOR FASTENING SHINGLES, USE 1 1/4'z 12 GA GALV. CIVIL NAILS OR 1'x 1"x 16 GA. STAPLES. f�A�FOFCAUFB� ROOFING MA" ROOF CLOSE-UP APPLICATIONS VENT PIPE AT RIDGE - aIE12-28-94S-40 aunt rr D. HOLT .� f of .„ ---- LEDnFELT ITvrS O 7 LIFT FIRST COURSE OF THE FACTORY EXPOSE ACCESS FOR EAVE CONNECTIONS N INSTALLED SHINGLES AND FELT OVER EAVE FACILITATE THE INSTALLATION OF FACTORY VENT FLASHING AND INSTALLED 5/16' MINIMUM INTERWEAVING SHINGLES PLYWOOD WITH EAVE SHINGLES SHEATHING 60 PSF 80 PSF AND FOLD BACK FOR TRANSIT. PROTECT MAXIMUM EAVE FIELD INSTALL —y ASPHALT CEMENT (Y) LAYERS OF TYPE 15 MOULDED AROUND PIPE AT FELT UNDERLAYMENT FLASHING CONTACT SURFACE. FULLY CEMENTED BETWEEN (ALT: RUBBER GASKET) LAYERS WITH PLASTIC 77 ASPHALT CEMENT METAL DRIP EDGE FIELD INSTALL EAVE SHINGLES DIRECTLY ON DECK STARTING AT BOTTOM AND WORKING TOWARD FACTORY INSTALLED SHINGLES WITH (4) FASTENERS PER SHINGLE PER MFR'S. INSTALLATION INSTRUCTIONS ROOF C L O S E — U P A P P L I C A T I O N S V E N T P I p SHINGLES AND UNDERLAYMENT 3/11 SHEATHING (GRAIN PERPINDICULAR TO TRUSSES W/ 6d NAILS O 8' 0/C 1 PERIMETER, !'DGES, AND FIELD. I I DRIP EDGE PER SHINGLE MFR'RS. I INSTALLATION INSTRUCTIONS �J 1 x 3 LEDGER TO RAFTER RAIL FASTENED PER TABLE AT RIGHT I I I 1 x 4 RAIL FASTENED TO I BLOCKS PER TABLE AT RIGHT I 1' x 24 GA. STRAP O EA. BLOCK I W/ (7) 7/16' x 1' x 16 GA STAPLES I ' EACH END OF STRAP 2 x 8 FASCIA TO BLOCK W/ ' (3) 16d NAILS T I 2 x 6 EAVE BLOCKS SPACED PER TABLE AT RIGHT 1/2' HARDBOARD SOFFIT W 6d NAILS O 6' 0/C PERIMETER, EDGE, do FIELD. SEAL. CAULK, ETC. JOINT BETWEEN SOFFIT AND SIDEWALL PER TABLE — AT RIGHT A D D O N EAVE D E T A I L VENT FLASHING — GALV. METAL OR MINIMUM SO/ ROOFING MATERIAL OR TYPICAL APPROVED ROOF JACK. \Yfk 2L A T REMAINDER OF THE SHINGLE COURSES SHALL BE LAID OVER UPPER PORTION OF THE VENT FLASHING FLANGE AS SHOWN A D D — O N E A V E SHINGLES THAT OVERLAY THE FLANGE TO BE FIRMLY EMBEDDED IN PLASTIC ASPHALT CEMENT. - HOLD ROOF SHEATHING AND SHINGLES ADD—ON EAVE INSTALLATION TABLE BACK FROM OUTSIDE FACE OF SIDEWALL 10';. EXTEND UNDERLAYMENT OUT 24' TO 38` FROM THIS POINT (TO END OF FASCIA) 20 PSF 30 PSF ROOF LOAD 40 PSF 60 PSF 80 PSF AND FOLD BACK FOR TRANSIT. PROTECT MAXIMUM EAVE UNROOFED PORTION W/ POLYETHYLENE PROJECTION MAXIMUM MAXIMUM MAXIMUM COVER FOR TRANSIT AND STORAGE. No. MAXIIMUM MAXIMUM TRUSSES O 16' 0/C 1 x 3 LEDGER CONNECTION ex SCREWS AT 8'0 No. 8x2 SCREWS No. 8x2 SCREWS No. 8x2 No. 8x2 SCREWS SCREWS (ALT: 24' 0/C FOR 20 PSF ROOF ONLY)1 z 4 RAIL C 3 7 16 x AT 8'0 C 3 7 16 x AT 8'0 C 127 18 x AT 6'0 C AT 3 No. 8x 3 No. 8, 1'IQIEL CONNECTION 1 �D 2 F —FASTEN SHINGLES W/ 11'x 12 GA STAPLLEES STAPLES ST WOW 5 SCREWS GALV ROOFING NAILS OR i'x i`x 18 GA. STAPLES, 2 x 6 EAVE BLOCK SPACING 24' MUACI MAXIMUM MAXIMUM MAXIMUM MAXIMUM — SHINGLES SHALL BE CLASS 'C' WIND RESISTANT OR BETTER QROFFSSlO, 1 x 6 MINIMUM RAFTER RAIL ��� s1�_a JOSEpy ^F SIDEWALL 2 x 4 BLOCKS BETWEEN EAVE BLOCKS O 48' 0/C (EVERY THIRD BAY) FOR 16` EAVE. AND 24' 0/C (EVERY BAY) FOR 24' EAVES. FASTEN 2X6 EAVE BLOCKS TO EACH END OF 2X4 BLOCKS W[/,.(2) 16d END OR TOE—NAILED. FASTEN (()N—SITE) 2X4 BLOCKS TO 1 x 3 LEDGER WITH (3) /8 X 2\- WOOD SCREWS. NO. 0042077 Exp. 3-31-2DD4 ROOF CLOSE—UP APPLICATIONS 30 PSF 40 PSF ADD—ON EAVE 60 PS8 MA F 80 PSF N By MAN O D. HOLT DAZE 2-8-95 GAA - S-3, PULL BACK INSTAL LED FELT TO EXPOSE ACCESSYFOR 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 STAPLES OR NAILS. FACTORY INSTALLED SHINGLES _7S, (2) LAYERS FELT, FIELD INSTALLED AND EXTENDING 6" OVER RIDGE -1 ffill: I, 140 PULL BACK —� FACTORY INSTALLED FELT UNDERLAYMENT TO EXPOS/ ACCESS FOR RIDGE BEM ! BOLTING. WHEN FINISHED INSTALL 30 GA. GALV. METAL OR PLYWOOD ACCESS STRIP OVER HOLES. ROLL FELT BACK TO JOINT AND ATTACH WITH STAPLES OR NAILS. .,.,.,� fli n¢F - IJP DETAILS / RIDGE WITH (4) STAPUL5 RIDGE BEAM WIIH (2) LAYERS FELT, FIELD OR NAILS PER SHINGLE (1) STAPLE OR NAIL ON EA SIDE INSTALLED OVER AND } EXTENDING 6" MINIMUM AS SHOWN EACH SIDE OF RIDGE BEAM FORFASTENINGSHINGLES USE 11"x12 GA. GALV. ROOFING NAILS OR 1"x1"x16 GA. STAPLES S -6. FIELD INSTALL RIDGE SHINGLES OVER MATING JOINT, SAME AS OVER RIDGE BEM FIELD INSTALLED FELT ROLL ' OVER JOINT ROOFING FACTORY INSTALLED VALLEY ROLL ROOFING (BOTTOM 12 TO BE LOOSE AND NOT NAILED DOWN) SITE APPLIED SHINGLES WOVEN OVER THE VALLEY AS 38" WIDE, 50/ MIN. ROLL ROOFING FIELD INSTALLED OVER VALLEY, (4) STAPLES OR SHINGLE SHOWN. ATTACH EACH SHINGLI OR LAPPED UNDER FACTORY NAILS PER INSTALLED ROLL ROOFING 12' AS SHOWN INSTMURING THAT NO ISN IN 8" OF CENTER OF VALLEY AND FULLY CEMENTED AT LAP- INTERWEAVE FIELD INSTALLED SHINGLES �2) LAYERS OF FELT. LAPPING TO MATCH FACTORY INSTALLED SHINGLES, RY INSTALLED FELT AT OM AND WORKING TO 1TINGAND CEMENLAP. ROUGE AS SHOWN v ALTERNATE VALLEY U ROOF CLOSE-UP APPLICATIONS ALTERNATE VALLEY WAN � D. HOLT a¢12-28-94 S— 31 PULL BACK FACTORY INSTALLED FELT TO EXPOSE ACCESS FOR RIDGE BEAM BOLTING. WHEN FINISHED INSTALL 30 CA. CALK INSTALL SHINGLES UP TO (2) LAYERS FELT, RIDGE WITH (4) STAPLES NSTALL RIDGE SHINGLES METAL OR PLYWOOD ACCESS STRIP OVER HOLES. ROLL FELT BACK FIELD INSTALLED OVER AND OR NAILS PER SHINGLE OVER RIDGE BEAM WITH TO RIDGE JOINT AND ATTACH WITH EXTENDING 8' MINIMUM (1) STAPLE OR STAPLES OR NAILS. EACH SIDE OF RIDGE BEAM NAIL ON EA. SIDE FACTORY INSTALLED AS SHOWN SHINGLES FOREFASTENING SHINGLES USE s• Qp. 1'x12 GA. GALV. ROOFING (2) LAYERS FELT, FIELD NAILS OR 1'x1'x16 GA. STAPLES INSTALLED AND EXTENDING 8' S -B. OVER RIDGE FIELD INSTALL RIDGE SHINGLES OVER MATING JOINT, SAME AS OVER RIDGE BEAM ' FIELD INSTALLED FELT 4 OVER JOINT FACTORY INSTALLED VALLEY ROLL ROOFING ) ALL EXPOSED EDGES !' OF SHINGLES TO BE FIRMLY EMBEDDED PLASTIC ASPHALT CEMENT PULL BACK FACTORY INSTALLED FELTUND E NT TO EXPOS 36' WIDE, 90/ ROLL ROOFING ACC ACCESSSS FOR FOR RIDGE BEAM BOLTING. WHEN FINISHED FIELD INSTALLED OVER VALLEY, LAPPED UNDER FACTORY (4) STAPLES OR INSTALL 30 GA. GALV. METAL OR NAILS PER SHINGLE INSTALLED ROLL ROOFING 12' AS SHOWN PLYWOOD ACCESS STRIP OVER AND FULLY CEMENTED AT LAP. HOLES. ROLL FELT BACK TO JOINT AND ATTACH WITH (2) LAYERS OF FELT, LAPPING INTERWEAVE FIELD INSTALLED SHINGLES STAPLES OR NAILS. ° FACTORY INSTALLED FELT 6' • TO. MATCH FACTORY INSTALLED SHINGLES, AND FULLY CEMENTED AT LAP. STARTING AT BOTTOM AND WORKING TO RIDGE AS SHOWN ROOF CLOSE — UP DETAILS TAG WITH STANDARD GAHI F _ _ CD4'2on �1,31-M CIVIL ofcullo�"` ` a ROOF CLOSE—UP . ICS TAG WI HP STAND ARD GABLE D. HOLT ��17-77-9t C` 7/1 i 12' 8'-0 B'-0� 8'-0" 2 MA � 18" SQUARE x 12" DEEP MINIMUM CONCRETE ____---_-_ FOOTING (TYPICAL _- -- - -- - --- 4x8 D�_HDR AT EACH POST) pF 2 HDR x8 •�_. (TYPICAL) (TYPICAL) ROOF UNE OF I+bQo�y ACCESSORY COVER i b � ROOF UNE OF THE I MANUFACTURED HOME IWO1 1 I SIDEWALL OF THE I o MANUTACTURED I a I HOME I I I N I I I — — 1__--- -.-- �__.----- I I r I PROVIDE PERIMETER SUPPORTS AT 5'-0" O/C '' U 0 I I PER DRAWING fv U. D ui a I P L A N as CHASSIS PIER SUPPORTS P R DRAWING 16" AC C E S S O R Y _CO S 0 R Y ,a- . C O V E R MANUFACTURED HOME FACTORY INSTALLED HARDBOARD SIDING CNC. BLOCK SUPPORT PIERS AT 5'-0^" O/C PER DETAIL 4;* R C R O S S — S E C T I O N THE HOMES' INSTALLATION MANUAL MUSE LUN ih SIGNED BY GOLDEN WEST HOMES' QUALITY CONTROL MANAGER HVERIFYING THAT THE HOME SERIAL AS BEEN CONSTRUCTED TOI AELLOW ANBAWNING OR UMBER) CARPORT ATTACHMENT. f. ROOF LIVE LOAD - 30 PSF MAXIMUM ALL ACCESSORY COVER CONSTRUCTION SHALL COMPLY UNIFORM WITH BUIILDINGEQUIREMENTS COD - CONSTRUCTION AND MATERIALSAND THE jqgj EDITIONFFORESUPPORT PIERSPADS FLL COMPLY WITH STATE CODES FOR MANUACTURED COVER SHALL BE GALVAN- D' ALL FASTENERS ACCESSORY IEDN�OR AS REQUIRED BTHE LOCAL BUILDING OFFICIAL- xF=O�MANUFACTURED 2x6 CONTINUOUS LEDGER ATTACHENUFACTURED HOME 2xB FASCIA WITH No. 8 x 3" GALVANIZED WOOD SCREWS AT 4" O/C STAGGERED. SIMPSON "U26- JOIST HANGER (OR EQUAL) AT EACH RAFTER. © APPLY 2x6 BLOCKING BETWEEN RAFTERS AT EACH RAFTER TOENAIL EACH END OF BLOCKING TO RAFTERS WITH (2)2 16 NAILS AND TOENAIL BLOCKING TO HEADER WITH 1 OODNAILS AT 6" 0/C. yj� FA E GRAINDCCX PERPENDIC LAR TO/FRAM NG WITH BO SHEATHING dPPUED GALVANIZED BOX NAILS AT 8 O/C EDGES AND FIELD. STAGGER ENDS BETWEEN ADJACEENT COURSES. EDGE -NAIL PLYWOOD TO 2x6 LEDGER AND 2x6 BLOCKING ABOVE HDR. APPLY COMPOSITION ROOFING SHINGLES AND UNDERLAYMENT N ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. START AT ACCESSORY STRUCTURE FASCIA IAND WORK TOWARD AND NSTALLED SHINGLES USING PROP AHEADVE LC�Y AP. OIL USE © PERIMETER16SUPPORT" TTHK PAD UNDER EA. SET OFOOTINGS: FOR 1500 PSFF BLOCKS. FOf 1000 PSF SOIL USE (2) 16'x 16% 4" THICK PADS UNDER EA SET OF BLOCKS. Q 2x6 OF No. 2 RAFTERS AT 16" 0/C © SIMPSON H4 FROM EACH RAFTER TO 4x8 HEADER (: SIMPSON "PC44" POST CAP (OR EQUAL) EA. POST TO HEADI 4x8 DF No. 2 HEADER/BEAM 11 4x4 P.T. OF POSTS AT 8'-0" 0/C MAXIMUM SPACING 1® SIMPSON "PB44 POST BASE (OR EQUAL) AT EACH POST N0. Co42W7 E* kZ = ACCESSORY COVER 20 30 PSF i6 mmBr. D. HOLT wh 5-25-95 S- 6 O a rrm By., PLAN SITE—BUILT 'CALIFORNIA' FILL FRAMING OVER MANUFACTURED HOME mow... VALLEY SHINGLE APPLIC ONS INSTALL PER UVOR II II II l --------- 'CALIFORNIA' FILL II1 FRAMING PER 11 II II I I ALL WALLS ADJACENT TO I MANUFACTURED HOME I SHALL BE OFI CONSTRUCTION PER LE—HOCAL I ENFORCEMENT AGENCY. I FOR ADDITIONAL INFORMATION SEE I LENGTH VARIES I GARAGE ARSHALL BE SITE SITE—BUILT GARAGE CONSTRUCTED PER THE REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY. SEE NOTE 1. ROOF SHEATHING 24/0—, NAILS AT 6' 0/C LD 12' 0/FIE0 2X4 RAFTERS—1�1�15Z AT 24' O/C 12X6 OF / RDGE BOARD {2) 10d NAILS OR --� 3 7/16'x 2\'x 16 GA. APLES (TOE—NAILED) 2x3 FLAT T DETAIL 128 — BUILT GARAGE F UNDERLAVENT ROOFING r—MARTERIAL 10d S OR 7/16'x c 16 GI L—_ROOF UNE OF MANUFACTURED HOME 2x3 SUPPORT POSTS AT 40' O/C MAX. ALONG EACH 2x4 RAFTER 8 GARAGE GABLE TRUSS OR CONVENTIONAL FRAMING 5/8' TYPE 'X' GYP. BD. FLOOR TO ROOF SHEATHING 2 x 6 DF S2 CONT. 2 x 3 MIN RIDGEROOFING MATERIAL, OVER 2 LAYERS RIDGE BOARD SUPPORT PURLINS TYPE 15 FELT (OR E0.), OVER 5/16- T 48' 0/C (BEYOND) 3/8' CDX PLYWOOD 24/0 INDEX WITH SIMPSON 'W26• FACE GRAIN PERPENDICULAR TO JOIST HANGER FRAMING /C W/FIEd NAILS AT 6' O/C EDC .1—\ GARAGE TRUSSES J II III 1 I 2x4 RAFTERS I OR CONVENTIONAL v AT 24' 0/C J FRAMING ANY PASSAGE DOOR FROM HOUSE TO GARAGE SHALL BE if - SOLID WOOD OR LISTED 20 MINUTE FIRE DOOR W/ SELF CLOSER OVER (2 TYPE ROOFING5 FELT EQ )OVER 5/16' OR 3/8' CDX PLYWOOD 24/0 INDEX WITH FACE GRAIN PERPENDICULAR TO FRAMING W/ 6d NAILS AT 6' 0/C EDGES, 12' 0/C FIELD., 2x3 FLATS AT 24' 0/C 2x4 RAFTERS AT 24' O/C �I 2X3 MIN SUPPORT P03TS AT 40' 0/C MAX. ALONG EACH 2x4 RAFTER 2 x 3 MIN RIDGE SUPPORT PURUNS AT 48' 0/C I. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE IS SUBJECT TO THE APPROVAL OF THE LOCAL ENFORCEMENT AGENCY. 3. SET—UP INSTRUCTIONS REQUIRE THAT THE GARAGE 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. ROOF LINE OF MANUFACTURED HOME 2x3 FLATS AT 24' O/C 2x3 SUPPORT POSTS AT 40' 0/C MAX. ALONG EACH 2x4 RAFTER 2x6DF//2CONT. RIDGE 80D A3T)AREACHNRIAFTER TO RIDGE 18)GA.dNAILS OR (6) STAPLES FROM 2 3 •SUPPORT POST TO 2x4 RAFTER 2x4 RAFTER: AT 24' O/C 10d NAILS OR 7/16'x 2\'x 16 STAPLES 12d NAILS OR 7/16'x 2 'x 16 STAPLES TOE—NAILED) NO. 0042077 E.V. 3iL—M "SET—UP INSTRUCTIONS- SITE—BUILT GARAGE By D. 0 (5) 10d NAILS (TYPICAL EA. END) 'oor Laos 20 PSF 30 PSF �P -55 _ HOMES EXTERIOR WALL OF MANUFACTURED HOME CONNECT WASHER/ DRYER UTILITIES AS REQUIRED MOF ANUFACTURED *X' GYPSUM BOA HOME AT GARAGE AREA ONLRD MAY BE Y/ Ed TO COOLER OR WALLBOARD NAILS OR 11' BUGLE HEAD TYPE 'Vr SCREWS AT 7' 0/C EDGES AND FIELD. (5/8 GYP. BD. 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). rlr�n •�•• - OPENING TO EXTERIOR WALL MANUFACTURED OF MANUFACTURED -� HOME 0 x HOME -- - I HELD LLED SITE CONSTRUCTED i i ENTRY i HOUSE AND ONE HOUR FIRE RESISTIVE I 11 11 II I II DOOR BETWEEN GARAGE SHALL BE MINIMUM 1 3/8' THICK SOLID WOOD OR LISTED 20 MINUTE FIRE DOOR II OPTIONAL SITE -BUILT II II II WITH SELF CLOSER. II ENTRY IN THIS 11 PER DETAIL 11 II ALL WALLS ADJACENT TO HOME SHALL BE OF 11 II II II ONE HOUR FIRE RESISTIVE II a II CONSTRUCTION PER LOCAL 11 ENFORCEMENT AGENCY II o II II 11 I 11 S SITE -BUILT WALL I II A II N 1 II I Ii II II 11 II 11 SITE _ gull T GARAGE_ 1� I II II II II ��-------------- NgJEL GARAGE SHALL BE SITE N� OFNTHHE LOCAL ENFORCEMENT AGENCY. VERIFY ALL MIN IMUM SIZES AND CLEARANCES WITH 24'-O' MAXIMUM LOCAL ENFORCEMENT AGENCY. rlr�n •�•• - OPENING TO EXTERIOR WALL MANUFACTURED OF MANUFACTURED -� HOME 0 x HOME -- - I HELD LLED SITE CONSTRUCTED i i ENTRY ALL WALLS ADJACENT TD HOME SHALL BE OF DOOR I ONE HOUR FIRE RESISTIVE REMOVE ACCESS COVER .11 ' CONSTRUCTION PER LOCAL INSTALL WASHER TRAP ARM, It II ENFORCEMENT AGENCY II 11 STANDPIPE i I 11 1 ENTRY/GAAGE SHALL BE SITE DOOR BETWEEN HOUSE AND A3�g ESHALL BE MINIMUM CONSTRUCTED PER APPROVAL THE LOCAL ENFORCE ENT 1 THICK SOLID WOOD OR LISTED 20 MINUTE FIRE DOOR OF UM 51ZE5 ANY. D CLEARANCES IMWITH WITH SELF CLOSER. LOCAL ENFORCEMENT AGENCY. NOTES: UCTED 1. GARAGE MUST BE NDEP NDENTLY SUPPOR DESIGNED AND D FROM MANUFACTURED STO E ACTUREDHOME (FREE STANDING). 2 ETHE NTRY DESIGN AND TOSTHEGTIOF APPROVALHOFGARAGE THE LOCAL ENFORCEMENT AGENCY. 3 INSTALLED AS PARTNOFRTHEIORIGINAL NSTALLATENTRY BE IION 4. PASAGE NOTSCOUNT OAS ONE OFNTHE ETWO REQUIRED EHOUSE AND RSHALLAGE GRESSDO RS. 5. ARENNOT PERMITTHE GARAGE TED DIRECTLY(INCLUDING INTO A BEDROOM. PASSAGE DOORS), OOM. 48 I I11 it I FACTORY INSTALLED SITE CONSTRUCTED i EXTERIOR SIDING OF MANUFACTURED HOME DNE-HOUR FIRE WALL II I FACTORY INSTALLED REMOVE ACCESSII II REMOVE ACCESS COVER COVER TO SANITARY II TEE AND FIELDELBOW It OVER WATER LINES, OFF OF FACTORY AND INSTALL WASHER TRAP ARM, It INSTALLED LINES FIELD INSTALL HOT AND 'P' -TRAP AND rr 11 COLD HOSE BIBBS FOR STANDPIPE i I 11 1 WASHER 48 I I11 it I FACTORY INSTALLED II I I WATER LINES I I I II II FACTORY INSTALLED I I WASTE UNE. SANITARY II TEE AND VENT THROUGH ROOF -� II FACTORY INSTALLED II It//- ELECTRICAL JUNCTION BOX ('J' -BOX) FIELD INSTALL WRING FROM FACTORY--'�_ INSTALLED 'J' -BOX h I 1 TO WASHER AND/OR II DRYER RECEPTACLE II I EXTEND FACTORY I - 11 I INSTALLED GAS II I PIPE AND FIELD II INSTALL SHUT-OFF 1 11 I FACTORY VALVE AS REQUIRED FOR L_ NSTALLEET_ UNE GAS DRYER GAS 5iELD INSTALLED ELECTRICAL. GAS, WASTE AND WATER LINES SHALL CONFORM TO THE REOUIREMENTS OT THE LOCAL ENFORCEMENT AGENCY. NO. CD42077 EV. "SET -.USI TE BTRU TIONS" LT GARAGE / ENTRY By a D. HOLT ROI -03-95 SITE INSTALLED CHASE. EXTENSION, CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS AND F�`= �� THE TEN FOOT RULE. SEE NOTES I�RIGHT OF SHEET. FACTORY INSTALLED EXTERIOR FIREPLACE CHASE (13'-6' MAX. TRANSPORTATION HEIGHT) — FOR SITE -BUILT CHASE FOLLOW FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS. XTERIOR FIREPLACE 32 SITE INSTALLED CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE TEN FOOT RULE. SEE NOTES I AT RIGHT OF SHEET_ FACTORY INSTALLED CHIMNEY THROUGH ROOF WITH ROOF FLASHING. (13'-6" MAXIMUM TRANSPORTATION HEIGHT.) 0 R F I R EPL A C NOTES. I. TEN FOOT RULE SUMMARY THE MINIMUM CHIMNEY HEIGHT ABOVE THE ROOF IS SPECIFIED BY ALL MTHBCE HORIZONTAL DSTANCE F OE HIMNEY EEDING GTO THE PEAK OF THE ROOF IS LESS THAN 10 FEET, THE TOP OF THE CHIMNEY MUST BE BOVE THE PEAK OF THE ROOF PER FIG. AAA ELOWFST 2 IF THE HORIZONTAL DISTA CE FROM THE CHIMNEY EDGE TO THE PEAK IS GREATER THAN 10 FEET. A CHIMNEY HEIGHT REFERENCE POINT S 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 CHIMNEI CHIMNEY LESS PEAK OF ROOF o I ROOF �E A—A CHIMNEY --, 10'-0" ,- ROOF 2. THE 2' IN 10' RULE IS NECESSARY IN THE INTEREST OF SAFETY AND DOES NOT INSURE SMOKE-FREE OPERATION. TREES. BUILDINGS, ADJOINING ROOF LINES, ADVERSE WIND CONDITIONS, ETC..., MAY REQUIRE A TALLER CHIMNEY TO DRAW PROPERLY. NO. 0042077 Eq. 3-31_20M ""'p "SET-UP INSTRUCTIONS" FIRPLACE CHIMNEY INSTALLATION 32 ptAM � aII B D. HOLT 12-29-94 S-41 F A C T O R Y I N S DOUBLEWIDE INSTRUCTIONS TAPPLY RUSS CHNSHEATHING GED CHORDS PER STRUCTURAL DRAWING No. 98.00. INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN B PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. © TOCTORY HINGEDNGANGENAILHPLA IN P PER No. 98.00 FACTORYR NSTALLESTRUCTUALN SHINGLES ANDND DNDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 FACTORY INSTALLED .2x8 FASCIA PER D STRUCTURAL DRAWING 96.03 OR 96.04 FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASS W% (1) No.S8 xE3" WOODCSCREW. T A L L E D N 0 1 L Z) TRIPLEWIDE INSTRUCTIONS m TO APPLY '38' MIN. TRUSS CHORDS P ROOF STRUCTURAIL NG DRAWINGGED No. 98.00. ©INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL 6.03 AND PER DRAWING 96 04. © TOCENDYOF OTU.TERDSECTION SHEATHING UP PER AL FACTORY No. 98.00 STRUCTUR NSTALLEDN SHINGLES ANDND DNDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 FACTORY INSTALLED 2x8 FASCIA PER nD STRUCTURAL DRAWING 96.03 OR 96.04 ED FACTORY INSTALLED 2x4 CONTINUOUS LEDGERTO W/ (1) No.SB xE3" WOODCSCREW. TRUSS GLNLrcAL „� , - - 1. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH SHINGLES, SHEATHING, FASCIA OUTLOOKERS, BOLTS, ATTIC VENTS, P{. LASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. 2. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" m 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. 3. FACTORY DAMAGE SHALL PROVIDE PROTECTION FROM OMEHDURING TRANSf IT AND ST UNROOFRAGE.TIONS OF 4 ALL FASTENERS ON EXPOSED RESISTANT. TOWEATHER SHALL BE acmes ¢� o►a WAIN mos MP nufac HINGED ROOF FACTORY INSTALLED NOTES .RB DAM 1-23-97 40 PSF S. SITE INSTRUCT— 1 O N S DOUBLEWIDE INSTRUCTIONS --------------- O BOLT RIDGE BEAM HALVES TOGETHER AT MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". O AT EACH END OF ROOF, INSTALL 2x6 No. 2 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 OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD WITH 2) No. 8x3" WOOD SCREWS AT EACH CONN CTION. O INSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUTLOOKER. SPLICE FASCIA PER SET—UP MANUAL DRAWING "S-16". ® APPLY 3/8" APA RATED 24/0 -ROOF SHEAINGSURFACE OF SIT NS ALLED CAP.RFASTENE SHEATHING WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER AND FIELD. O INSTALL A MINIMUM OF FOUR ROOF VENTS (50 SQUARE INCH NET OPENING EACH) AT EACH HALF OF UNIT OVER CUT—OUTS IN FACTORY INSTALLED SHEATHING TO PROVIDE ATTIC VENTILATION. © APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR— ERS INSTRUCTIONS. SHINGLES AND UNDERLAY— MENT SHALL BE INSTALLED TO CONTINUE UPWARD FROM FACTORY APPLIED SHINGLES O FASTEN EACH HINGED KING POST TO 2x4 LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. ® INSTALL CAP TRUSSES TO EACH HINGED 4" OVERLAP EACH SIDE.ORD FAS ENHEACH SIDE WITH (4) 8d NAILS. F O R C L O S E — 0 F F TRIPLEWIDE INSTRUCTIONS O BOLT RIDGE BEAMS TOGETHER AT MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL W. O AT EACH END OF ROOF, INSTALL 2x6 No. 2 H.F OUTLOOKERS AT 28" 0/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 OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD WITH 2) No. 8x3" WOOD SCREWS AT EACH CONNECTION. O INSTALL. CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUTLOOKER. SPLICE FASCIA PER SET—UP MANUAL DRAWING "S-16". ® SHEATHING/8 OVER UNSHEATHED SURFACES OF HINGED ROOF. FASTEN SHEATHING WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER AND FIELD. ® APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER THE GAP BETWEEN SECTIONS OF THE HOME. FASTEN SHEATHING WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER AND FIELD. O INSTALL A MINIMUM OF SIX ROOF VENTS (50 SQUARE INCH NET OPENING EACH) AT EACH SIDE OF RIDGE OVER CUT—OUTS IN FACTORY INSTALLED SHEATHING TO PROVIDE ATTIC VENTILATION. © APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR— ERS INSTRUCTIONS. SHINGLES AND UNDERLAY— MENT SHALL BE INSTALLED TO CONTINUE UPWARD FROM FACTORY APPLIED SHINGLES 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 WITH (2) 8d NAILS PER TRUSS. FASTEN 1x4'S ACROSS THE PEAK WITH 8d NAILS SPACED 4" 0/C. GENERAL N 0 T E S 1. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH SHINGLES,LTSSHEATHING, FASCIA OUTLOSIDING OETC... SHALL B SUPPL SUPPLIED'BY GOLD ATTIC VENTS N WEST HOMES AND SHIPPED LOOSE WITH THE UNI 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 THROUGF THE HINGED PORTION OF ROOF. 3. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 4. ALL FASTENERS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. 5. AT EACH END OF UNITS, FIELD INSTALL SIDING TO MATCH TYPE THAT IS ON MANUFACTURED HOME.FNSTALL SIDINGLED PER MANUFACTURERS INSTRUCTIONS WITH 6d CORROSIVE RESISTANT NAILS AT 6" O.C. EDGES AND FIELD. wvsm er I mi - SITE INSTRUCTIONS Manufacturing, FOR HINGE ROOF CLOSE — OFF JHBW LP M ry CRB ugh 1-22-97 imor u►�o 40 PSF S-62 I 32 3/8' MAX TYPICAL LISTED CAP TRUSS 12 T T■ i . 5 1 A TYPICAL MAIN ROOF TRUSS ROOF SECTION AT TRUSS PROFlLE FOR UUUaLLT71U� n— CAP: TRUSS HINGED TO MAIN TRUSS WITH NYLON ROOF CAVITY IFOR TREANSPORT.TRUSS O FOLD DOWN INTO INSTALL 2X3 STUD TO EACH K NGPOSTYWITH (1) No. 8 XE3EDGERAIWOOD SCREW SECURE CAP TRUSS TO MAIN TRUSS W/ (3) 7/18'ml `J X 15 GA STAPLES FAS ND FROM 0- CHORD OF CAP TRUSS INTO TOP CHORD OF MAIN TRUSS AS SHOWN- 0— HOWN.O RAIL MENTIONED ABOVE AND RE -ATTACH TEMPORARY O KI GPOSOF CAP TRUSS WITH (2) 7/16 X 2-1/2 X 15 GA STAPES. MISC NOTESFOR HINGE SETUP REMOVE TEMPORARY SHEATHING INSTALLED OVER THE FOLDED DOWN CAP TRUSS AND INSTALL 3/"" /B APA RATED 24/0 SHEATHING .WHICH IS SHIPPED LOOSE, TOSIDE TRUSS FSUSS ON EACH END OF HOME ONCE i FGE!D" OSITE INSTALLED ITEM - SEE SHEET S-62 U.O.N. 'SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF"' FACTORY INSTALLED ITEM -SEE SHEET 5-63 U.O.N. 'FACTORY INSTALLED NOTES'. p RAL NDSOR HOMES WITHOUT "ALTERNATE CONSTRUCTION' APPROVAL, FUEL BURNING FURNACE AND WATER HEATEI NOT BE POSITIONED IN EXTEND THROUGH THE HINpo MGEDSPORTION OF ROOF. UCH THAT THEY OULD 2 DAMA EY SHALL PROVIDE ON UNROOFED PORTIONSnOF HOME DURING ON FROM ER TRANSIT AND STORAGE. . SUCH AS 3. SH NG ES,S, SHEATHING. MARIALS RIDGE BOARDED FOR SITE , ASCIA.FOUTLOOKERS, BOLTS, ATTIC VENTS. ETC... SHALL BE SUPPLIED BY THE FACTORY AND SHIPPED LOOSE WITH THE UNIT. xASONS Kyso BY DAZ 7/16/02 BRA.�B � IiLiV..,�,__ HINGED ROOF � CLOSE-OFF W UAD 12 WAS Sy � _ 7/3/02 40 PSF 5-61 B i �+l io V.G. FRTin►� AT TR (FACTORY INSTALLED) USS PROFILE FOR TRIPLEWIDE ROOF SECTION AT DOU13LEINIDE TRUSS S WQO W SITE INSTALLED ITEM - SEE SHEET 5-62 'SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF'. El—FACTORY INSTALLED ITEM - SEE SHEET S-63 'FACTORY INSTALLED NOTES'. 2110AL NDTES• 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. Rnm e' I CAT HINGED ROOF CLOSE—OFF Nm o CRB MA 1-23-97 wMw Lam Manufacturing, S-61 F A C T O R Y DOUBLEWIDE INSTRUCTIONS I N S T A L L E D N 0 T E S TRIPLEWIDE INSTRUCTIONS m APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. ©INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. ©FACTORY INSTALLED SHEATHING UP TO HINGED GANG NAIL PLATE PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND DNDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 FACTORY INSTALLED 2x4 CONTINUOUS LEDGER TOTRUSS W/ (1) No.S8ExE3" WO DCSCREW. APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. ©INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. ©FACTORY INSTALLED SHEATHING UP TO END OF OUTER SECTION PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND DNDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 10 FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 EFACTORY INSTALLED 2x4 CONTINUOUS LEDGER TOTRUSS W/ (1) No.S8 xE3" WOODCSCREW. G E N E R A L N 0 T E S 1 SUCH SHINGLES,RSHEATHING' FASCIACLOSE—OFF OUTLOOKERS, BOLTS, ATTIC VENTS, PLASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. 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. 3. FACTORY SHALL PROVIDE PROTECTION FROM HOME DURING TRANSIT ON AND STORAGE. TIONS OF 4. ALL FASTENERS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. atvmm wn er oA� pRAoo HINGED ROOF I, M�anutacturin ` FACTORY INSTALLED NOTES MAIN By CRB CAI1-23-97 40 PSF 5-63 s PULL BACK FACTORY INSTALLED FELT INSTALL SHINGLES UP TO TO EXPOSE ACCESS FOR RIDGE BEAM BOLWHEN FINISHED INSTALL 30 GA. (2) LAYERS FELT, FIELD WITH (4) STAPLES OR NAILS PER SHINGLE GALV. METAL OR PLYWOOD ACCESS INSTALLED OVER AND'TING. STRIP OVER HOLES. ROLL FELT BACK EXTENDING 6' MINIMUM TO RIDGE JOINT AND ATTACH WITH EACH SIDE OF RIDGE BEAM STAPLES OR NAILS. FACTORY INSTALLED 4, NOTE, SHINGLES ��FOR FASTENING k �� x12 VSUSE ROOFING NAILS OR 1'xl'xt6 GA. STAPLES (2) LAYERS FELT, FIELD INSTALLED AND EXTENDING 6' OVER RIDGE Fl LD INSTALL RIDG NSTALL RIDGE SHINGLES OVER RIDGE BEAM WITH (1) STAPLE OR NAIL ON EA. SIDE AS SHOWN /g• `�� , ALL EXPOSED EDGES 1 ' �i7o��J/ i OF SHINGLES TO BE FIRMLY EMBEDDED N PLASTIC ASPHALT �y CEMENT PULL BACK FACTORY INSTALLED FELT 36' NIDE. 90/ ROLL ROOFING UNDERLAYMENT TO EXPOS 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 AND FULLY CEMENTED AT LAP. PLYWOOD ACCESS STRIP OVER 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 ROOF CLOSE — UP DETAILS TAG WITH STANDARD GABLE 24 N0. OD42077 Ev, 2 - CIVIL -CI IL or cwto` DRAW ROOF CLOSE—UP APPLICATIONS TAG WITH STANDARD GABLE DRAW 9Y D. HOLT "12-27-94 S-30 PERMIT NO. 918-88B PERMIT EXPIRES OWNER HOYT GILLEY JR CONTR. Clanton Const ASSESSOR PARCEL 36-31-48 LOCATION 7281 Lower Wyandotte, Oroville i i Temp. Pow Called Temp. Elec 'w ' Called ti Temp. Gas Called JOB FINAL p: j. Signah = OK 0 = Not OK Not'Appl= Not Read�yable AdBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DE ,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s . Zo g Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer' Location -Test -Fall -C/O -Concrete s; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4—WO—O&—Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG Wim: Awn.; Columns -Connections -Splice -Decal -Enclosures 6-Carports;—Windows-Doors , 7. Utility ClearanceE . Fr Sil nchors-Studs-Rftrs-Trusses 9i ji ; NAWng-Veneer-Stucco-Mesh Card -131 Date Card -B1 Date 1 go , Shthg-Roofing Card -131. Date Card -131 Date 1 t.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Card -B1 Dat T Card -81 Date Date u Card -B1 Date 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test-Regulator=Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -B1 Date Card -81 Date Card -B1 Date. Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -131 Date Card -131 Date Card -131 Date = OK 0 = Not OK RESIDENTIAL (Single and Duplex) s - =Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 44. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 46. Fireplace Ties or Type A Flue -Fireplace Throat 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 49. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 50. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 51. Ext. Doors -One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. Siding -Nailing Veneer 12. Electric; Underground 55. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 56. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 57. Shear Walls; Nailing -Bolts 15. Insulation 58. Insulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card -B1 Date Card -131 Date Card -131 Date Card -131 Date Card -131 Date Card -B1 Date Card -81 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 60. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 61. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa 65. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -B1 Date Card -B1 Date 66. Stairs & Rails Card -131 Date Card -B1 Date 67. Fireplace or Stove; Clearances -Hearth Date ELECTRICAL (Permit) OK except #'s 68. Elec. Outlets at Wood Panel; Int. & Ext. 22. Fixture & Transformer Clearance -Ins. Protection 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 71. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 72. A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mach. Fasteners -Bond Gas & Water 73. Wtr. Htr.; Vents -Clearance -Comb. In Garage; Above Floor-Mech. Protection Air-Connector-P.R.V.- 27. 2 Appliance Circuits in Kitchen &Conductor Size 74. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 76. Insulation -Foam -Looked in Attic O Yes 77. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 78. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 79. Following instld.; Drive E3 Yes 0 No; Walks O Yes O No; Planters 0 Yes ❑ No 80. Stucco; Brown -Finish Card -131 Date Card -131 Date 81. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -131 Date 82. Vents Above Roof; PIbg.-Appliance-Firep I. -Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 83. Water Well; Disconnect, Electrical, Plumbing 33. A.C. Ducts Insulation & Support 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 34. Vent Fan; Exhaust above insulation 85. Ventilation throughout House 35. Condensate Drain & Overflow; Size & Grade 86. Glass Protection 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Corrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -131 Date Card -81 Date Card -131 Date Card -131 Date Card -61 Date Card -81 Date Date FRAMING (Plans) OK except #'s Card -131 Date Card -Bt Date 38. Sills, Proper Material & Anchors Card -131 Date Card -Bt Date 39. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rat proof) 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS • r. �' ° 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATtON'AND PERMIT ASSESSOR PARCEL Nl{M ER 3ZOI•L'l ) BUILDING PERMIT OWNER / 0-AllG TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION O OWNER'5 ADDRESS Oro CONTRAC OR'S E T `L E P H ONE CONTRACTOR'S MAILING AODR S fireplace CONSTRUCTION LENDE UNKNOWNTotal Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS M Permit fee $ � A PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Q Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other PECI FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home s G W 10.00 ea TYPE OF WORK New Addition ❑Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: �// Y_/ 20 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I de lar under penalty of perjury (Check One): nU( 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. 'q0J,5-5_& Classification /7 I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason DWELLING OCCUP.aI NEW OR ADDNS. l CONST. // ACG. BLDGS. / , �20sgft NEW CONSTR. TI.OUTLET2,50 NON.RESID BRANCH CIRCU ITS) ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex, Occup OUTLETS OR FIXTURES 20050* eA 030 FIXE❑ Ex. Occup. OUTLETS P(RESID )PLNSREAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): F1 The permit is for $100.00 (valuation) or less. E]. 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 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 said ounty in conse uenc of a granting of this perm t. X Date dZe� Signa re of Applicant — Owner ElContractorQ�Agent r]work An SHA permit is required for excavations over 5'0" deep and demolition or construct- f structures over 3 stories in height.Al Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ , OCCUP. CONST.TYPL7CHOOL PLOOD PA L PO ND 9UE This permit is hereby issued under sions of the Butte County Code and/or indicated above for which DIRECTOR OF PUBLIC By / PER EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date[-D.P.W.. '" eipt No./ s� 7lL LOW-ASele30 R, PINK -INSPECTOR. GOLD[NROD-APPLICANT L 1W it _ r� Tk l V.,.. �.,, r .+nom , ".'�-•: li- -a .ti.I' +5... .. OdUftTY OF BUTTE - DEPARTMENT OF�PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIA CArF8RNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. 1 OWNER f ,U A. P. No. Proposed Building Use Building Inspector Date���� — e At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. 'All items.have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans. . 3:,Complete plans in duplicate. /triplicate, signed by preparer of plans. 4. Jtomplete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District 'Tees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ Letter of signature authorization.�'' _ X10. Sanitation approval from (i•rC� Health Dept.' .A 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification,(Given to owner❑, Mail to owner ❑ ) _15. Improvements may be required. . . . . . , , , , , 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to 17. Pre -Inspection for Required. Building Inspector (Date) 18. Recorded copy of Agricultural Acknowledgment Statement. _- ,19. Driveway Permit. 20. Plot plan approval from city of 21. Engineered trusses in duplicate (required prior to plan check). t 22. `><When you issue the permit, process as follows: Mail to owner, Mail to contractor. `Telephone Z'2J-5cF6F�E and hold for pickup at 6M office, Deliver w/inspector. r)thar Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted ri to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: i Contractor, designer, owner, was advised of above required data by_phone---nall—counter by date Contractor, designer, owner, was advised of above required data by_phone_mall_coun�er'by date Plans checked by Sets of plans on hold in Copy–DPW Date Plans File cabinet _.jefAP folder by P Date +�a' 4V i a I TO "Builcina Department FROM: Environmental+iiealth SUBJECT: Sanitation Clearance Owns Locati AP# 1 Plan Approved for: Sewage Disposal _ Water Supply Hold final for: Final clearance O.Ke, for: Clearance for bedroom mobile home. NOTE *** Sanitarian t Water Supply Water Supply Other to SITE PLAN - .. Assessor's Parcel Number: Owner Name Address/ Phor Site Location 0 51 © — ©10 ® — 0 ® ® Scale: 1" = f0t)'I ® / .�/%ISI �%i►"L�L'�•'�' . 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