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Home My WebLink About026-050-02926-05=29 ' '•- Natalie Grimm 2325 Bohemia Ave., Palermo ermit #3452-79P,E(utsl ,MH) - ELEC. GAS SUPPORT STRUCTURE Hp. wkI COMPACTION TEST REQ. 26-05-29 Contr: Oroville Trailer Sales ( Permit #317 -79MHI� t L Issued '" a�oZ`! 026-07029 05-2378 GRIMM 2325 J3011-_ I VIL Y , Cont:!RE DL ' M/H PERM F X) } , yn. w � �� -_ ! _J RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2006-0020133 Recorded I REC FEE 10.00 Official Records I County of I M ORMED COPY 1.00 Butte I O N AC'E J. GRUBBS I County Clerk-Recorderl I I DD 01:01PM 2Mpr-a fi I Page 1 of 2 IIII�IIIIo'II�'IIII"III"I�IIII�� SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit ZV 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. PETER F. GRIMM & LLOYD EDWARD RUSSELL JR ETAL REAL PROPERTY OWNERILESSOR 2325 BOHEMIA AVENUE MAILING ADDRESS OROVILLE BUTTE CA 95966 f CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (ifalso property owner, write "SAME") SAME MAILINGADDRESS 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 05-237 530 538-7541 BUIL G PERMIT N . TELEPHONE NUMBER SIGNA URE OF LOCAL AGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. CMH MANUFACTURING 2006 GOLDEN WEST MANUFACTURER'S NAME - DATE OF MANUFACTURE MODEL NAMEINUMBER ALB030258ORA/B 52 x 27 ORE482620/1 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) - REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 026-050-029 HCD FORM 433(A) REV, 8/91 WHITE- County Recorder CANARY - HCD PINK -Applicant GOLDENROD- Building Dept. Title No. 04-215050 Locate No. CAFNT0958-0958-0002-0000215050 LEGAL DESCRIPTION EXHIBIT "A" THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA, CQUNTY OF BUTTE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST AND WEST CENTER LINE SECTION FIVE (5), TOWNSHIP EIGHTEEN (18) NORTH, RANGE FOUR (4) EAST M.D.B. & M., 950.0 FEET EAST OF THE CENTER OF SAID SECTION 5; THENCE RUNNING NORTH 7 RODS; THENCE EAST 370 FEET; THENCE SOUTH 7 RODS; THENCE WEST 370 FEET, TO THE PLACE OF BEGINNING. EXCEPTING THEREFROM: BEGINNING ATA POINT ON THE EAST AND WEST CENTER LINE OF SECTION (5), TOWNSHIP EIGHTEEN (18) NORTH, RANGE FOUR (4) EAST M.D.B. & M., 950.0 FEET EAST OF THE CENTER OF SAID SECTION 5; THENCE RUNNING NORTH 7 RODS; THENCE EAST 185 FEET; THENCE SOUTH 7 RODS; THENCE WEST 185 FEET, TO THE PLACE OF BEGINNING. PARCEL II: - A RIGHT OF WAY FOR PIPE LINE FOR CONVEYING WATER AND THE RIGHT TO TAKE WATER FROM A WELL LOCATED IN A STRIP OF LAND 10 FEET IN WIDTH LYING 5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE CENTER OF -SECTION 5, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE ' EAST ALONG THE EAST AND WEST CENTERLINE OF SAID SECTION 5 A DISTANCE 1135 FEET TO A POINT AT THE SOUTHEAST CORNER OF THE LAND DESCRIBED IN THE DEED TO HORACE. F. GRIMM AND WIFE RECORDED October 20, 1959 IN BOOK 1023 OF OFFICIAL RECORDS, AT PAGE 555, RECORDS OF BUTTE COUNTY, CALIFORNIA; THENCE NORTH ALONG THE EAST LINE OF SAID GRIMM PROPERTY A DISTANCE OF 43 FEET TO THE POINT OF BEGINNING FOR SAID LINE; THENCE WEST A DISTANCE OF 10 FEET TO A POINT AND THE END OF SAID LINE. APN:026-050-029 2 CLTA Preliminary Report Form (1/1/95) RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION T COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 20 -Apr -2006 2006-0020133 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. 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. PETER F. GRIMM & LLOYD EDWARD RUSSELL JR ETAL REAL PROPERTY OWNEWLESSOR 2325 BOHEMIA AVENUE 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 GOLDEN WEST MAILING ADDRESS DATE OF MANUFACTURE OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-237 530 538-7541 Br PERMIT N . TELEPHONE NYMBER r -2d rd SIGNXTUVE OF LOCAL AGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. CMH MANUFACTURING 2006 GOLDEN WEST MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME NUMBER ALB030258ORA/B 52 X 27 ORE482620/1 SERIAL NUMBERS) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION t r ASSESSOR'S PARCEL NUMBER 026-050-029 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. BUILDING PERMITS NUMBER: 05-2378 Address or location of unit: 2325 BOHEMIA AVENUE, PALERMO Legal Description of Real Property: 026-050-029 s SEE. ATTACHED (x) Mobilehome/Manufactured Home O 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: PETER F. GRIMM & LLOYD EDWARD RUSSELL JR ETAL Owner's address:' 2325 BOHEMIA AVENUE, PALERMO CA 95966 INSIGNIA OR HUD NUMBER: ALB0302580RAIB SERIAL NUMBER OR V.I.N.: ORE482620/1 MANUFACTURER'S NAME: CMH MANUFAC YEAR: 2006 OFFICIAL APPROVING INSTALLATION. a -DATE: y—ZU�D G PHONE: '(530) 538-7541 H.C.D. 513C Title No. 04-215050 Locate No. CAFNT0958-0958-0002-0000215050 LEGAL DESCRIPTION EXHIBIT "A" U THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA, CQUNTY OF BUTTE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST AND WEST CENTER LINE SECTION FIVE (5), TOWNSHIP EIGHTEEN (18) NORTH, RANGE FOUR (4) EAST M.D.B. & M., 950.0 FEET EAST OF THE CENTER OF SAID SECTION 5; THENCE RUNNING NORTH 7 RODS, THENCE EAST 370 FEET; THENCE SOUTH 7 RODS; THENCE WEST 370 FEET, TO THE PLACE OF BEGINNING. EXCEPTING THEREFROM: BEGINNING AT A POINT ON THE EAST AND WEST CENTER LINE OF SECTION (5), TOWNSHIP EIGHTEEN (18) NORTH, RANGE FOUR (4) EAST M.D.B. & M., 950.0 FEET EAST OF THE CENTER OF SAID SECTION 5; THENCE RUNNING NORTH 7 RODS; THENCE EAST 185 FEET; THENCE SOUTH 7 RODS; THENCE WEST 185 FEET, TO THE PLACE OF BEGINNING. PARCEL II: , A RIGHT OF WAY FOR PIPE LINE FOR CONVEYING WATER AND THE RIGHT TO TAKE WATER FROM A WELL LOCATED IN A STRIP OF LAND 10 FEET IN WIDTH LYING 5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE CENTER OF SECTION 5, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE EAST ALONG THE EAST AND WEST CENTERLINE OF SAID SECTION 5 A DISTANCE 1135 FEET TO A POINTAT THE SOUTHEAST CORNER OF THE LAND DESCRIBED IN THE DEED TO HORACE. F. GRIMM AND WIFE RECORDED October 20, 1959 IN BOOK 1023 OF OFFICIAL RECORDS, AT PAGE 555, RECORDS OF BUTTE COUNTY, CALIFORNIA; THENCE NORTH ALONG THE EAST LINE OF SAID GRIMM PROPERTY A DISTANCE OF 43 FEET TO THE POINT OF BEGINNING FOR SAID LINE; THENCE WESTA DISTANCE OF 10 FEETTO A POINT AND THE END OF SAID LINE. APN: 026-050-029 2 CLTA Preliminary Report Forth (1/1/95) RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the .real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. PETER F. GRIMM & LLOYD EDWARD RUSSELL JR ETAL REAL PROPERTY OWNER(LESSOR 2325 BOHEMIA AVENUE 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 05-237 530 538-7541 BLr PERM[T7r,, TELEPHONE NUMBER r-2`0 6' SIGNATURE OF LOCAL AGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. CMH MANUFACTURING 2006 GOLDEN WEST MANUFACTURER'S NAME - DATE OF MANUFACTURE MODEL NAMEINUIvIBER ALB0302580RA/B 52 X 27 ORE482620/1 SERIAL. NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 026-050-029 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. AND WHEN RECORDED MAIL T0: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 31 -Aug -2005 2005-0052125 Has not been compared with original BUTTE COUNTY COUNTY RECORDER 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_ B-31-0 S PROPERTY OWNERS: n^ P fl 7' • J"/..�zyl-lam State of California County of On before personalliAppeared a ', �� personally known to me a the person(s) whose name(s)-Ware subscribed to the within instrument and acknowledged to me that h~they executed the same in 4 is&Wtheir authorized capacity(ies), and that by.-It6%eWtheir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted,.executed the instrument. WITNESS my hand and official seal. JAN FAIRLESS Signature Seal: COMM. ,/ 1445934 1; I a NOTARY PUBUC-CALIFORNR 8 COUNTY OF BUTTE A.P. # Comm. Expires Nov.15, 2007 Title No. 04-215050 Locate No.CAFNT0958-0958-0002-0000215050 LEGAL DESCRIPTION EXHIBIT "A" THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA, COUNTY OF BUTTE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST AND WEST CENTER LINE SECTION FIVE (5), TOWNSHIP EIGHTEEN (18) NORTH, RANGE FOUR (4) EAST M.D.B. & M., 950.0 FEET EAST OF THE CENTER OF SAID SECTION 5; THENCE RUNNING NORTH 7 RODS; THENCE EAST 370 FEET; THENCE SOUTH 7 RODS; THENCE WEST 370 FEET, TO THE PLACE OF BEGINNING. EXCEPTING THEREFROM: BEGINNING AT A POINT ON THE EAST AND WEST CENTER LINE OF SECTION (5), TOWNSHIP EIGHTEEN (18) NORTH, RANGE FOUR (4) EAST M.D.B. & M., 950.0 FEET EAST OF THE CENTER OF SAID SECTION 5; THENCE RUNNING NORTH 7 RODS; THENCE EAST 185 FEET; THENCE SOUTH 7 RODS; THENCE WEST 185 FEET, TO THE PLACE OF BEGINNING. PARCEL II: A RIGHT OF WAY FOR PIPE LINE FOR CONVEYING WATER AND THE RIGHT TO TAKE WATER FROM A WELL LOCATED IN A STRIP OF LAND 10 FEET IN WIDTH LYING 5 FEET ON EACH SIDE OF THE FOLLOWING 'DESCRIBED LINE: COMMENCING AT THE CENTER OF SECTION 5, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE EAST ALONG THE EAST AND WEST CENTERLINE OF SAID SECTION 5 A DISTANCE 1135 FEETTO A POINTAT THE SOUTHEAST CORNER OF THE LAND DESCRIBED IN THE DEED TO HORACE. F. GRIMM AND WIFE RECORDED October 20, 1959 IN BOOK 1023 OF OFFICIAL RECORDS, AT PAGE 555, RECORDS OF BUTTE COUNTY, CALIFORNIA; THENCE NORTH ALONG THE EAST LINE OF SAID GRIMM PROPERTY A DISTANCE OF 43 FEETTO THE POINT OF BEGINNING FOR SAID LINE; THENCE WEST A DISTANCE OF 10 FEETTO A POINT AND THE END OF SAID LINE. APN: 026-050-029 CLTA Preliminary Report Forth (1/1/95) ADVFNTIS T 640 /9 2.4Ac rO !B V 7.4 Ar eaa a O 1.75AC. o E L46AG 6 i { O 11.41 AG 1 O ® o 0 e E07AC 2 Q74AC O. eft n � o ® Q73AC w n 4 4/ rras•eLe9�AC p D7B." f4TIsr %I ADVETRAC' T — 9 ti 'S30NVNIaH0 ONIC Un8 210 NOISIAIasns 1V001 HIM AldW00 ION AVW S1308Vd 'NMOHS VIVA 3HI d0 AovHn0:jV 3HI 210d a3Wf1SSV SI A11118VI1 ON 'A1NO S350dand 30N3H3d3H NOd a3SI1 38 a-1nOHS dVW SIHI J 00 T. 18N.RAE. MD.B.a1N. TPA r. T M.O. R. SM. 9 PG. 34 NOTE—ASSESSOR'S PARCEL BLOCr 3 LOT NUMBERS SHOWN IN CIRCLES zs- 05 Assessor's Map No. Z6 -G5 County of Butte, Calif. VAR.. /94r/ UZ,O- 0:�)O-P2_q Q �eA vy--� r�� ` BUBINE39. Tft11N$FOR7ATIOONRND HOU61NG AGENCY ' ' NUMBER NOUgINO ANComm ,._... A __._.._;:__�_.._...........:.. :.azo :r• .. DEYEIOP EN7 , OILI (A OF 00089 Mi0 9tANDA1Flp9 ._ .!� .......,...._ . . • _:.� i A `:- . i M P - �. -: eC� - - - MANUFACTU REO MOUSING PROQAAY ..:....MANUFACTURER .CERTIFICATE QF.DRIGIN : CHECK IF THIS IS A DUPLICATE MCO ENTER ORIGINAL MCO ND. - MAWFACTURC0119ME OR W&TI-UNITWIANWE&0_URfQ USING .. _._ . _. ��11 .._..__... .....,.. NUMBER OF _ rc.l SFp (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS COMMERICAL OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER:•. OSI ACMUNC WSl, t:= . MANIIF�r_TTIOeO enneece. • _ �11'XeCO ..... _ BMW PXlF.lC-C4;lCQ 600 CA 9597.3 TRANSFEREE KOa YR (Saw AM: PRVMINS, P.O. BOX 949Qt, PALATI(E, IL. fiGo%4%@ c SECTION MANUFACTURER SERIAL NUMBER .._._... 1e "' ''NCOW8'DNIAORHUMLABELNUMBER ^•• •- 1 RJ -B9 llOR A 0XEAR 63 2 A B O . YYIDTH -NCIH r_ TRANSPORTER NAME: TRANSPORTER ADDRESS: -19 . stele ... ..2 . : � ...... _....•._.�_ DESTIMATION FOR UNIT DESCRIBED ABOVE: : M1 .I eMQT M10b pellul,, d �iur u+er M b+rF a er Stet. a CrllernY tnel ur eeoq IeAe oe vue ab co�ea. " "':•: ^C�7a 1 :3i?• T' .,..� ''.:` 7t/..:: I1 -IMA: T��."rq 1EVIAAT ;SIGNATURE OF AUT46hliliD AGENT: ti . COPY I r I9WItj i ORvrARO TO the WVENrORYGRFOnOR UNLESS THERE IB NOME THEN FORWAM TO THE FURCWISER(DEA(ER 09:TRN{SFEREE} COPY / IbM+ItE) FORVWRO TO TME OEPARTMENT AT P.O. BOIL Ie29, SACRAMENTO. CA Me12•le2e. NNtHIN FIVE (sl DAYS OL RELEASE „�c; COPY 21YELLO" DELIVER TO THE TRANSPORTER TO ACCOMPANT THE UNIT TD Re DESTINATION• OPY a (GOLDENROD) TO BE IIETAINED BY THEMANUFACTUREA.' NCD 483.0 - sae T - (lAeT) . ~.. .... . _ ilt:V • i ltd .� Me] 9b9'ON 0bTZ8z5 E S3WOH 1S3M N3Q_l09 Lb:OT 90oz/eTibO BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO52378 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/23/2005 APN: 026-050-029-000 the Business and Professions Code, and my license is in full force and effect. Site Address: 2325 BOHEMIA AVE PAL License Class License Number: : Map Index: Date: Contractor: Description: NEW MH ON PERM FND, EX SITE (1512) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: GRIMM PETER F ETAL permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a LLOYD EDWARD RUSSELL JR signed statement that he or she is licensed pursuant to the provisions of 2325 BOHEMIA AVE the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA 95966 she is exempt therefrom and the basis for the alleged exemption. Any (530) 533-2046 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: GRIMM PETER F ETAL Code: The Contractors' State License Law does not apply to an LLOYD EDWARD RUSSELL JR owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 2325 BOHEMIA AVE provided that such improvements are not intended or offered for OROVILLE, CA 95966 sale. If however, the building or improvements are sold within one 533-2046 year of completion, the owner -builder 'will have the burden of (530) proving that he or she did not build or improve for the purpose of sale.). 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: RED LINE INSTALLATIONS INC not apply to an owner of property who builds or improves thereon, and who contracts for such projects with' a contractor(s) licensed pursuant to the Contractors' State License Law.). 13407 GARNER LANE CHICO, CA 95973 ❑ I am Exempt under Article 3 of the Business and Pr fessions Code ��%n�� Date: 2 J_Z "`Owner. (530) 895-5543 License #: 848025 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ I 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 Total Square Ft: 1512 S.F. Policy #: Valuation: $98,280.00 Census Code: 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' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. v Date: )✓ Applicant:(/) WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars in addition to the cost of �.?S�gO ��j��TX/ ,q, q( ($100,000), �� `J N compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 9-4 q P7 _.�.�..,. — __ - 9a CONSTRUCTION LENDING AGENCY This pe `it is her by issued under th licable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Reso1 ions to work indicated a ve f r which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date: Address: PERMIT EXPIRES ON: ate ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. . ❑ • Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon he above mentioned property for inspection purp ses. Print Name: / , `S r, Signature: , ©5� Dater XOwner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 Name Address City Phone E-mail ...BUTTE COUNTY PERitiIIT ' 'DEPARTMENT OF DEVELOPMENT SERVICES NO. I BUILDING PERMIT APPLICATION _0 5 AND SUBMITTAL REQUIREMENTS EP µ 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 BIN # A FEE WILL BE REQUIRED AT TIME OF APPLICATION OWNER LOCATION _ . , ro -M AP# a Z b �©fit', •— O Z -� Prop ty Address State Zip C�S -9��0 ca/3 a5- p Cross Street Zo�lP Fax 5 3C� - S'.-�� _�� rr �' J APPLICANT NAME Name /) _ ._ ., ""r � Stated PhoneZi� S9 5 �3• -' vbvv F_1q-a61-453Z- x 61-`"32-1 b6-7 E-mail APPLICANT SIGNATURE X For office use only: Zoning — 1 Flood Zone X SRA re'sNo Tc. Type Const. Subdivision Name Map Book Page Lot # Planner OVER FOR Sal K:IFORMS\BUILDING Date Approved: AL REQUIREMENTS dgApplSubRgmts.doc Pdge 1 of WORKER'S COMPENSATION Policy Number (.1 Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Name LENDING AGENCY Address Description or Scope of Work: rn S Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy j (Note previous use): i EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: 6 , _ Amount: 21 q . q (p Bldg SRA Receipt #13 5 `1-1 Sheriff SMIP Date: q - (6 _O 5 Other �1�� `_1. q Total REV 4-30-04 SUBMITTAL`REQUIREMENTS 1. The following drawings and specifications must be submitted to the Building Division in order to apI fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions r mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (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 ensu Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information: ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. - 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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 en ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV -4-30-04 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) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) moo- , O7 Building Permit Number n 723-7 c6 Property Owner (s) �pjMW Project Location/Address 2-325 Ko 1Tm,in Ayk 3 OrnVMt fl Subdivision Name Assessable Sq. Ftge 5 �� 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' ) I_ verified by Building Department Comments: SeO�(t YY�pya of � S4l a �i moWt Ylh�� 4b 1512 sq �� rnob� (e hbnn2 . ' JO o Y D , 9- -0 B ilding Departrne Representative' Date 0 FRRPD ❑ CARD 0 PRPD 0 DRPD certifies that: Applicant Name Phone Number Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of - Re marks: f: Dwelling Units @ $ Square Feet @ $ _ Remarks: Paid by Check No: Paid by Cash: Recreation and Park District Representative UFORMSWILDING FOR,v1S\park-rec standard form rev Ldoc per unit for a total of $ per sq foot for a total of $ Receipt No: BUTTE COUNTY SCHOOLS IMPACT FEE -CERTIFICATION FORM (One form per Building) School District Building Department No. PPO rD2 M A.P. Number orZ(A-Uzo.0TR Jurisdiction: =.City County Property Owner Property Location/Address CA Subdivision Lot No. i 2 Residential Development 0 Ef. :Sq. Footage JI; s No of Living Mobile Home Addition/ *Supplemental to (Group. R) 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 0 Sq. Footage New Addition (Including Exterior Roofed Areas) Building bepartment Repre�Anfative Date District Identification No. j 0049 00MI&LIATA 4*k�� School District certifies that Evxwy I (Applicant) 533 --3+-33 a?3,:25 6o Q,u-% (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No by payment of $ representing g )511 —. square.feet.' B 2926 $ IVULL milnGA-nON $ rLAAd9 0 [o/bs' School District Representative L.01 Date Paid by Check # ;C) J q Remarks: /Lj, /74- & Notice: You may protest the Imposition of the fees Identified above by submitting a written protest.to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely writbn protest will prohibit you from challenging the Imposition of the fees In any court action. N, subsequent to the School District Representative signing this Butte County Schools Impact Fee CertIflcation Form, the School District Is hot"Ied by the applicable Local Planning Agency that this project Is, being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fen to fully mid" Its Impact on the school district's schools. White (school district), Yellow (building department), -Pink (applicant). fteform.xis (3/05W= -..`.. � . a,r,.,_.�.V,........-..,,� ,t ' Y w.,.�.:J�t i r. '^wry- ,•i�. r •,w•-•-` c '!'t..."r .. .. ...s - 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 1-. n OWNER: 6nli�l ' ASSESSOR PARCEL NUMBER l/2C0'O-o2R Proposed Building Use: 01hkl MH ft FQ 1=_X SITE Permit Technician: K. 6. Date: 9 - cb - ob Iterrjs required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Sid 1. Site plan, 3 0 4 sets, signed by the preparer of the'plans. ❑ 2. Completela s, 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 faxesl ❑ 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 VA/C for Non -Resident'[ B,pildings. MN �3 8. Manufactured homes: (A) Installation manual, including marnag Ine info. (C) Floor Plan ie^dow fns d�plans-a I in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and talcs 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. r ❑ 11. Letter of intent fog non-residential` buildirigs ❑ 12. Hazardous Material Form VT -R 13. Acknowledgement of building permit application without required clearances. 0 14. Other I Rerpaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) •WtV 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable L `11'7b5 q16. Fire Sprinklers:........................................................................................... ❑ 17. Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by a ❑ 18. Soils Report and/or Engineered Foundation required ........................................... O Vrosion Control Plan Required........................................................................ -p ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ .. 21. City of Chico Plumbing permit........................................................................ ❑. 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: 24. Planning approval for (A) Use��(B)Parking: (C) Parcel Check:...... D� ❑ / 25. Contact Land Development about _ Improvements, _ Drainage ........................ �N 26. NPDES Form..............................................................•......:....................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 0V 31. Letter of Signature authorization.................................................................... � 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ / 34. VDeedatriction....................................................::.............................. 35.al iescription, CM. H. Title, title search, registration or MC_ 0 ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone(W) S-3 20LA G) ())AIr*t' `-and hold for pickup. C s; SO-., 533 - 34 3 3 - VAIOPk I have been informed of thea ove items �ann%d'requ requirements for obtaining a building permit. Applicant: .� `� `. "�' Date: �.. 1. Index permit ap licatio for ' ite s numbered: Plan Check Lette 2. Additional items re u" 20 }ri Contractor, design r, ow wa vi ed of the above data by 15 phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the'above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the abovp d a by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: 16110 Plans approved by: /3P Date: 4 5 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Piot Plan Attechod Floor Plan Attachad Sant to ®.O, J ki'l I 1(� , � R I Yh') A C� —6- _Q�. Owner Location AP## Plan Approved for: Sewage DisposaI--�4_ Qn11Water Supp Public —f� Private We Clearance for dwelling. Other D,C�ilrrsY�-�,� Q � 7��YN Hold final for: Final clearance O.K. for: NOTE: /A4 Environmental Hea pecialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES • Website: www.buttecounty.net/dds OWNER PROPROSED BUILDING USE V�t\q M bn PE, M FWD �.�( SZTL BUILDING PERMIT FEES -- Balance Due ..................... $ L --- FEMA Flood elevation review ... $ A.P. # 0 2G -()SO ` ()2--1 . DATE RECEIPT # DATTE-REC. �c _Q3 'l Uri --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES NOVI IIt 1 � �� (paid at School District Office) (form available after P&n Check) 3. ,SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg.tr 7 / �e4. RECREATION DISTRICT FEES rt-a"*,((�ffr � ��1�Q h q/C'/a `/ -- (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP ID q ,S3 9. DRAINAGE FEE 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Q APPLICANT DATE Pursuant to Government C(rde Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 Division Yellow -Applicant Pink -Owner (rev. 7/05) 'BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit 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. a 1 art required to -bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained - f ® 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:A�fllt'5'4f,'fflkK APN: (�2& 05c) -�2� Building site address: �3aS �d �ZP/y12 r c4 o/ 6 PermitNo.: 5 2�7 () 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: S GNA RE OF AYPLICANT DATE Butte County Department Of DevelOpinent services 0 llu 1. 0 a 7 County Center Drive ° .. ° ° ° Oroville, CA 9596577..O.1_ ° ° °c (530)538-7601 Telephone '-'Qy° �U14, (530) 538-7785 Facsimile 'BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit 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. a 1 art required to -bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained - f ® 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:A�fllt'5'4f,'fflkK APN: (�2& 05c) -�2� Building site address: �3aS �d �ZP/y12 r c4 o/ 6 PermitNo.: 5 2�7 () 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: S GNA RE OF AYPLICANT DATE PJ RTMatgr lore, � % o�UTTF� ,o o < ` 0 C Ac0 LJ t4l �Uc woF`` Dep art ment .0 o u n t J. Michael Crump, Director of Public ® f B U t o r k s 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 :ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement Project Description: Project ]Location and/or Parcel Number: 3a 5 � O � a � 'p� 9 S 7,t/( 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: o w h P v Date: I,ess than l Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program k W-6 I -W-63 W-63 e -1 W-63 W-53 16'•8- Corner Tu A. W> 09 .00 OPT. MASTER BATH IT -01 k W-6 I -W-63 W-63 e -1 W-63 W-53 16'•8- SITE PLAN � ............... . .. ............t .................. ............. .. .. .. .. .. .. .. ._ .. .. ...... .. ..... ..:..:.......:..:.. .... __ 71 y� .. .. .. .. ... .. ... .. .. .. .. .. ... .. .. ... .. :G . .. a aS a, :y ............ ..........r........l..2..:; ..........,.......r a ;� +9A 8 p N.: .. .. .. _ _ Vis.. Via. _ �' O •5ZU / ' ::moi:•' Mme•' die �.... .. ... .. - . _ .. .. ... 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BQ . .. ... .. .. .. _. .. ..... .. ... .. .. ... .. .. .. .. .. .. ... .. .. ... .. .. .. _ .. .. ... .. .. ... .. ... .. .. ... .. - f : .... ......... i s : : j .. ... 1. .. .. ... ... .. .. .. .. .. .. .. .. .. .. .. .. :.....:..............:.................. .. .. ... .. .. .. .. ... .. .. .. .. .. ........ .... _ ... .. .. .. r ;....;. .. ;: _�- .. .. .. .. .. ... .. .. ... .. .. .. .. .. .. b 8 1 .. ... .. .. .. ... .. .. ... .. .. .. .. .. .. .. .. .. .. .. r. .. ... .. .. .. .. .. ... .. .. ... .. .. ... .. .. ... .. .. .. .. .. .. .. . `.. .. .. .. .. .. .. ... .. .. .. .. ... .. ... .. .. .. .. .. ... .. .. .. .. .. .. .. ... .. .. ... .. .. ... t• r1r .. .. .. .. .. .. .. .. .. ... .. .. .. .. .. ... .. .. ... .. .. .. .. .. ... .. .. ... .. .. ... .. .. ... .. ... .. .. ... .. .. .. .. .. ... .. .. ... .. .. ... .. .. ... .. .. ... .. .. .. :.....'......'.....'......t......r......:......j......t............ t......t........... ... .. .. ... .. .. .. .. .. .. .. ... .. .. ... .. .. ... .. .. ... .. .. ... .. .. ... .. .. ... .. .. .. .. .. ... .. ...... _.......................... Assessors Parcel Number 0 RE]©— Q ❑5 00 — 0° ❑2 q❑ Scale: 1" = 20 Owner Name P i -e v F Address / Phone No. e 3 z S Q o H v" i s Ave d v N 'k l le La Site Location z a 5 0 In G 0. S a Contact: Name Pe-fe—v Phone 6 30 - S-3-3-- 2 0 4 6 oaoe.► r3 ro�rde h 530 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: t NOTES ' RESIDENTIAL k PERMIT NO. 026-050-029 r GRIMM 05-2378 #, 2325 BOHEMIA AVE COROVILLE ont: REDLINE INSTALLA ION } PERM FND (E T +� • t i• ti i t Alb -f Lad L SPECIAL CONDITIONS CHECKED BY SRA JOB FINALED (Date) Signature FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. i SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER _ t - JOB FINALED (Date) Signature 4=OK 0 . Not OK . _ "Not otRao MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Sols; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P L'ft. / P Nat or/ /" L `ftJ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg- Roofing Date Card B-1 Date i Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Date (i -AW -,FAH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connedot 7. Water and Sewer Connected-CJO to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert,. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 • Date Card B-1 Date Card B-1 Date' Card B-1 Date ffAMANENT END SYSTEM (ONLY) 1 oning Requirements -Setbacks -Easements 2. F s; Size -Spacing- ' ge Line W9 H Test -Demand -Valve _6fticity; MH Test .4 -Water; -MH Test Water and Sewer Connected rA Gas and Electricity Tagged Exits 4Gr4aemse Decals ' 11. Verify #'s with Office Date: t� n Card B-1 Date Card B-.1 Date Card B-1 Date Card B-1 5('�-J D 3 80 r MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except Vs 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-S¢e 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-Dec&Enciosunes 6: Carports; Windows -Doors . 7. Electric 8. Frmg.; Sills-AnchorsStuds-Mrs-Tnrsses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg- Roofing 11. Ext; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date ' Card B-1 Date POOLS (Plans) OK except #'s - 1. Setbacks -Easements 2. Sols; Compaction -Stricture Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining ' 4. Elec.; Receptacles and Lighting, Distance-GFl 5. Elec.; Pool Lighting; l5 Votts-GFl . - 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed T. Elea; Bonding; Metal w/5'-ar elating Equip: Heater 8. Elea; Grounding; Equip. w/5' C1r6ulating Equip: Pool Lghtg. Boxes'Enclosures-Paneiboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11..Ught Niche 12. Enclosure; Fencing -Alamo Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I = OK 1 = Not OK = ►roc %WvrIC2ble = NO Ready RESIDENTIAL (Single & Duplex) Sate UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Sols-Elec. Gmd. / . /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Gmd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth S. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall-Fdting-Test-2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Perrnit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date -Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Siie Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 36. A.C. Ducts Insulation & Support 51. Bdnn. Windows or Exiting Doors -Sill Ht & Dimensions 37. Vent Fan, Exhaust above insulation 53. Property Line Firewall & Openings 38. Condensate Drain & Overflow, Size & Grade 54. Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 61. Brace Interior/Exterior Wall Panels 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Ging. Joist-Rftr. Ties-Purlin-Roff Brac: Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdnn. 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-Undertlr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; NacTmg-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) OR 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. KiL 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. HV.; Vents -Clearance -Comb. Air Connector-P.R.V. `-- in Garage; Above Floor Medi. Protection 78. Plb.; Bec. & 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 • Cl Yes 83. Following IrutldJDrive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Pibg-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/0 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: A ------- ----- 8'-6- 8'-6- 9'-6- Corner Tub 36 w TuWSbw GO'UTILITY Un, Shokes D w OpiF WH FAU 4�f Walk Wardrob It -fn OPT. MASTER I BATH GE564FI? MASTER BEDROOM + 1512 Sq. Ft. + 3 Bedroom + 2 Bath > A 20'-4• 3'-0" Y-10° 3'-0' 3'-0° 4' -II° CARPET - I 20'-4• 3'-0" Y-10° 3'-0' 3'-0° 4' -II° STANDARD CA GREAT ROOM DINING ROOM BEDROOMS 12 / '3 MASTER BEDROOM HALL TOTAL 55' W/ GLAMOUR BATH TOTAL 4 OPTIONAL CAF KITCHEN C UTILITY 1, M. BDRM. WARD. p MAST. BATH GUEST BATH # ONLY) . (20# & 30# ONLY) LINO O, LINO 13.6 x 35.0 --------------- ID cc .976 FOOTING SIZE REOUIRED (SO. IN.) PIER d O --: ------------------- 211 ----- ----------- LINO FOOTING SIZE REQUIRED (SO. IN.) N0. ---- LINO CAPACITY (LBS.) ::-- 01 20 P51F 1 20 P5F 01 30 PSF 0 F'SF 01 30 PSF 4020 P5F 04 20 PSF I 0 30 P5F 00 30 PSF I 1313-r, . LINO ------- ------ P5F 1 0 PSF--------- 01 OI 30 PSF O30 P5F 1000 PSF 1500 PSF 2000 0 STANDARD CA GREAT ROOM DINING ROOM BEDROOMS 12 / '3 MASTER BEDROOM HALL TOTAL 55' W/ GLAMOUR BATH TOTAL 4 OPTIONAL CAF KITCHEN C UTILITY 1, M. BDRM. WARD. p MAST. BATH GUEST BATH # ONLY) . (20# & 30# ONLY) 13'-6" CARPET LAYOUT PIER FOOTING SIZE REOUIRED (SO. IN.) PIER FOOTING SIZE REQUIRED (SO. IN.) BER FOOTING SIZE REOUIRED (SO. IN.) PIER FOOTING SIZE REQUIRED (SO. IN.) N0. CAPIER PACITY (L85.) 1000 PSF 1500 PSF 2000 PSF NO' CAPACITY (LBS.) 1000 PSF 1500 PSF 2000 PSF CAPACITY NO. (LBS.) 1000 PSF 1500 PSF 2000 PSF NO. CAPIER PACITY (LBS.) 1000 PSF 1500 PSF 2000 0 2000 288 192 144 3 4000 576 384 288 0 6000 864 576 432 7 10000 1440 960 721 Q 2500 360 240 1 180 ® 5000 720 480 360 © 8000 1152 768 576 ® 12000 1728 1152 86• DRAWING GOLDEN WEST HOMES TITLE CARPET & PIER PRODUCT GOLDEN ESTATE MODEL NO. GE564F- ALBANY DIVISION SUPPORT LOCATIONS 5O DATE 2445 S.W. PACIFIC BLVD. 1,512 1-21-04 ALBANY, OR 97321 (541) 926-8631 Phone DRAWING FILE INFORMATION /'\ ^ Al DA61\/ I11\/1[161 /C DRAWN OY : r 1A/A11 C\ f' nl\IIAI SHEET 4 /1 01 REVISED A1C /YA Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 91212003 INDEX FOOTER SIZES WIND ZONE I = SINGLE PAGE RELEASE SECTION NUMBER DATE INTRODUCTION 2 9/2/03 GENERAL INSTALLATION 3 912/03 PARTS LIST 4 & 5 9/2/03 LONGITUDINAL DEVICES 6 9/2/03 PIER HEIGHTS 7 9/2/03 SET-UP INSTRUCTIONS 8 9/2/03 FOOTER SIZES WIND ZONE I = SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE II - SINGLE 13 9/2/03 - DOUBLE 14 9/2/03 - TRIPLE 15 9/2/03 V -DRIVE & PIER SYSTEMS .16 9/2/03 SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 18 & 19 9/2/03 COMPONENT PARTS AVAILABLE UPON REQUEST I Approval UUNUFAMMED ROMFJDMOMS HODS FOUNDATION SYSTEM SEALTH AND SAFETY COD£, S WTION 1=1 APPROVED MWECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE AI OMISSIONS OR DEVIATION FROM REQUBMA M8 APPLICABLE STATE LAWS AND REG LATI" Sense of Califands D o; t.=4 (om) C/`v` y�JE. M. NO - 60245 �f cm OF CF,UF��`� BUTTE COUNTY BUILDING DIVISION APPROVED 0-3 .............. . r�E DOWN' ENGINEERING 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 rails -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. <GUM 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 _4x4 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. �O <amm Page 3 California 9/2/03 Vector Dynamics Foundation Systems Lateral Component Parts List r , 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. Page 4 California 9/2/03 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 :4 # 48612 - Single Section, 62"- 108" # 48613 - Double Section, 34% 60" �:� �JJ ..rte k�� .3�3=• (includes short u -bolts, nuts, washers "` • and 6 self taping screws) L� 9/2/03 Page 5 California 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 isashown on pages 10-13. i `SD Combine Vector Dynamics & LSD 13 1. Longitudinal Foundation Pad at' s 2. Beam Clamp (2 per system.) Note: Two struts =1 L.S.D. system. Can be used on one ad or sli on 3. Longitudinal Strut (2 per system). p pt 4. Tie Bracket (2' per system)' opposite ends of the home. Exampleo.of-PoSSiWe Placement: Wind Zone (Contact TIE DOWN for placment in other Wind Zones) I Triple Section Wind Zone I Single Section Wind Zone I Double Section 18 Ft. Max. 32 Ft. Max. For greater widths use triple section design. Page 6 T 1 r Wind Zone I Tag Section ps-1-:1 48 Ft. Max. 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 Maximum Homes with unequal pier he are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". M e Page 7 California 9/2/03 1.. Set Vector Pads 4. Inside brackets & straps Clear all vegatation where pads will rest. Place Attach the inside tie brackets to the U -bolts over a long U -bolt in pad as shown. Press or ham- the compresion member. Attach a strap w/hook mer.pad into the ground. or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out - 2. Set Block or piers on pads. side tension bracket. Cut strap 12 - 15 inches . Center foundation or piers on pads. past bracket. Attach strap & slotted bolt in .blocks Place pre-cut center compression member bracket. Tighten strap until tight with 4-5 wraps between. blocks, resting on pads, centers around bolt. Repeat with opposite strap. between U -bolts as shown-. 3. Outside Tension Bracket. Attach outside tension bracket as shown to out- side of pads. Page 8 California . 9/2/03 06) cc CD 7e; .WIND ZONE I, SEISMIC ZONE 4 Vector Dynamics Systems Required for Single Section Homes (Materials Required) ection de home s , ll F \. 1 HP. ssd — G a max• o•o• — 34 Note: L.S.D.= Longitudinal Stabilization Device n See Page 6. 0 /} I WIND ZONE I 10 to _ �2 sq. ft. pad NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' 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 Home Length Vector Systems Anchors Required 24+" Piers L.S.D. Required Per Side or 24" Pier 0 to 72' 3 2 3 2 73' to 90' 14 1 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) W CD O n PL) C] 10 CD a N WIND ZONE I, SEISMIC ZONE 4 J. Required for Vector Dynamics Systems Double Section Homes 1 I \ (Materials Required) - - ' ". , ; - - - Se°tiO,� ho,�,e 21 double Lmp\e 01 A. \\\ F�'�s.. .,h \ :.. �n 5r... � "-i;.. _ �O�i�j�,•»,��g-„s*x-• o: Iw, 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 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. WIND ZONE I 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum r.1_-- 1*%A..rAi ,.,nil n.,nnnr� may ha required. by home manufacturer) Ar1G1lu15 nGyu I Home Length au . ,...,,. •.. -... -a- 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' S 0 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) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. WIND ZONE I SEISMIC ZONE 4 - � �o� �°ms ems. ' I `♦\. Vector Dynamics Systems Required for - _ "{t tcW�t` seo �ectof-7 ro Sy - ' �♦ ' OL Triple Section Homes ' - - - - " Xamp� oWi gene a\ Spa�'n9 - " a= .: , 3 ♦ ♦ ` (Materials Required) K`' 'ttg%on Sh a _ z ` 3' ♦ , B, ,n cQ NOTE: rn 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. n 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'to7V 3+2 on Tag 0 2 1 72'to84' 4+2 on Tag 0 2 2 85'to90' 5+2onTag 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) C') >v 0 - - - - - I SEISMIC ZONE 4 (High Pier Sets) WIND ZONE Vector Dynamics Systems Required for Double Section Homes (High Pier Sets with Diagonal Ties) - h me 0 b`e Section _ dog '"- OV\eaI I , I I 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. 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 WIND ZONE I Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 2-4" helix anchor (59095), 12" stabilizer plates 00 Max. Height unitwidth (5929 2) 1-1/4" frame tie with connector = See Page 7 c� ^ ' ] Min Each Vector System requires one of the following: `L' 1-44 or 2-2x4's pressure treated wood compression member, `-Beam CDwspacing ,1 Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) �2 sq. ft. pad/ WIND ZONE II, SEISMIC ZONE 4 (Hurricane) _ _- Vector Dynamics Systems Required for Single Section Homes (High Pier Sets with Diagonal Ties) ed%o- hoyS�emva 19 --- -,--,- { a12tasPg;ege°nsa��atlO�man EXart�Psh W s 9e� t be t0 h° e n 0135 and sq , I 1 \ 1 ' \ \ \ ♦ ♦ " � sty �`�L`.� .� �,e,� �'�� - — �� e t CD \ f W \ / 03 0 WIND ZONE II (not to scale) Home Length Vector Systems Anchors Equired Required per side LSD 0 to 48' 3 5 2 Soil Classifications: 2,3, 4A & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 73' to 84' 1-1/4" vertical ties w/4725 lbs. min. 2 breaking strength. . Home Length Vector Systems Anchors Equired Required per side LSD 0 to 48' 3 5 2 49' to 60' 5 6 2 61" to 72' 1 6 7 2 73' to 84' 7 8 2 85' to 90 8 9 2 2 0 TyP. 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) WIND ZONE II, SEISMIC ZONE 4 ''""" Vector Dynamics Systems Required for _ -' " t\on h�y ema� gv\de\�ne� e y y -' b�e sec Double Section Homes , , - - ' " it 60,°ung to ta\wat%o OL 2 ,spa e ins hows g � ,,oe t° h°m g - _ - �\\\vst and spac�n9 ' n pads - ` dat%O _ - _ - 1 I ` `♦ ' _.r'' Mss ♦ s �:mow` `i� , � ♦ � f c NOTE: Vector Systems should be spaced as symmetrically as possible along the length home. Pier spacing must be consistent witt manufacturers' instructions and/or state req Maximum allowable working drag load for tl System with steel compression strut is 4,00 the K2 Engineering test report. 0 W JUII DCalUly vaNaU1Ly. I,VVV 1 -1 ^..^I.^.••• Anchors Required': 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 LSD Required 0 to 48' 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) WIND ZONE 11, SEISMIC ZONE 4 I � \ Vector Dynamics Systems Required for - - - ' " _ = - ' "' \ ' - 'Sect\O cto S °ys ems. , - -'� \ ^ \ \• Triple Section Homes , " - - - ' (Materials Required) ,-- -�- -' a�6f;spactn9lot ve_�-=" - s \ 1 \ -- - -K' SbOIN \ I W (Q CD 01 W 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*: ;#b o,iZr Tag or--,*. ; full triple 2, 3, 4A, & 4B 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+2 on Tag 4 2 1 49' to 71' 4+ 2 on Tag 6 3 2 72' to 84' 4+ 3 on Tag 7 3 2 85' to 90' S+ 3 on Tag 8 3 2 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) T 1 f 2 sq. ft. pad 2 sq. ft. pad 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 placedunder 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 per, 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. Tip: Pre-cutyour lumberand 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 conditions ire used only in 'l'ion homes. V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. 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 1, A 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. C , Page 16 CaliforniaL.. � O___-_512/03 . 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: (1) (2) 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. 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. 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: 16x16 = 256 sq. in. or 16x18 = 288 sq. in. Footer Size: 20x20 = 400 sq. in. or 17x25=425 sq. in. EQUALS EQUALS a, k 2 -Vector Pads # 59275 `M = 1 -Vector Pad # 59271 - 288 sq. in. or 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 ProfessiW amiliar with site ccnditons ODOM Page 17 California 9/2/03 Vector Dynamics System � z for Concrete Applications ar 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 y w i Set -Up ,, x �Z �� r Wood Cap � �a �, �� ,� �a� ,� �_ �and wedge footer Page 18 California Outside Tension Bracket Wedge Bolt O5 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 Tv Inside Tie Bracket Compressii boards of PVC Pipe U -bolt Page 19 California Vector pad for concrete Concrete footer 9/2/03 SITE PIAN. :. ........................_................ ... .. .._............ ....:. �... .._........ ....................j......;:............................... .. ............................................ ....... ...... . . . ..:...:....:...:.. 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G v l wA m Phone S 3 0- S 3 3- 2 o 4 6- o�..23, �, --"-�aw�ie Qrogdeh _ 530- Co 24-5I t4 ' FOR OFFICE USE ONLY PROVIDE FOR ALL ADJACENT PARCELS Zoning: SIZE (AC): General Plan Desig: ZONING: Size, Acres GEN PLAN: 4.00" USES: :: SITE PLAN :.. _... .:... .....:......:......:......:......:...........;...:. �....:........... .:....:.................. :....:.. ...... .. .. ..................................................................... .. .. .... .. .. .. ...�._ . .. .. ........................ ..:..:....:....:. .... ............. .. .... ...• _... .... .... ....... .-•............ .... ._ ......... •• .. .. ..... ....:.. ........ .......................... .. ............... : t . .. : : : h`aSe �c ..:...... :. .:....:....:............ :.. . t .' . e:c .. � .. ... .......... h .... �.._.... y 7 7 /;A0 -,;,a f�. ;.� VA, L p_ •5 i ............. r /X i .. .. afe - - ... .. .. ............. .. .. �s� o ,� �a ............. i t> , , .. .. Q�• . .. lei 1 l a` ._ ;� t l i o:S .... 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La . g S'ci C G Site Location 2 3 5 Contact: Name PV p- G w, w, Phone 5 -30 - S33 2 o4 6 -- ._ ..�,n:��•n_ 13 v-ooi30 - & 24- 51 (4 aWr3.MM FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: Ati�,:: iG.....1-den West INSTALLATION MANUAL Last Printed: THIRD PARTY APPROVAL FEDERAL MANUFACTURED Q C:D HOUSING CONSTRUCTION LU GSAFETY STANDARDS C.� o APR 0 3 2001 C:) ¢ a. 9 a. MCC * GOLDEN WEST HOMES IS A REGISTERED TRADE NAME OF HBOS MANUFACTURING, LP. r March.26, 2004 Golden West Homes Installation Manuals; _Engineer's expiration date . r ti. To whom it may concern: This letter is to verify that my. professional engineers 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. QED Q90FESSIO J O S E: P y Fly/c/F N0: 1 C042077r I �xP 33t=b% ti VIL 1E�'CAl FOZlkk 5 INSTALLATION MANUAL ROOF DESIGN LOAD. 1120 PSF ❑ .30 PSF 1140 PSF 0 6 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)777-185.5 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 TABLE OF CONTENTS Page Forward 1 Federal Preemption •• 1 Preliminary Preparations 2 Structural Loading Requirements 2 Setting Single Wide or "A" Section of Multi! -Wide Home 3 Mating of Additional Sections of Multi -Wide Homes ... 3-4 Utility Hook Up .. 4-7 Final Close up and Inspection .. 7-8 Ventilation of Underfloor Area 7 Ground Cover Vapor Barrier 7 Dryer Ventilation, Smoke Alarm Testing 8 Support Plans, Pier Supports, and Footings 9-10 Foundations .. 11 Open Slatted Decks' 11. Site Built Structures Site Installed Ground Mounted Evaporative Coolers 11-12 Basement Designs 12 Site Installed Gas Range .. 12.1 Support Plan Diagrams: ... 13-17 Single Wide 13 Double Wide. 14 Triple Wide — Longitudinal Tag Unit 15 Triple Wide — Transverse Tag Unit 16 Four Section Home - "T" Model - 17 Tables: Table I Support Schedules (Chassis & Perimeter Support Piers) 18-23 Table I I Ridge Beam Support Schedules 24-28 Table III Mating Line Bearing Wall Support Schedules 29-31 Drawings and Details: Sheet Support Plans - Outset Floor & Recessed Sidewall .......................... S-5 Support Plans - Porches & Fireplaces ............................................... S-6 Support Plans - Porches & Decks ..................................................... S-7 Pier & Footing Support Details.......................................................... S-8 Floor & Roof Close -Up Details - 3:12 Roof ........................................ S-10 Roof.Close-Up Details - 4:12 Roof .................................................... S-11 Alternate Mor. Connection at Mating Line ........................................ S-12 PlumbingDetails................................................................................ S-13 Mechanical Details.............................................................................. S-14 Electrical Details......:........................................................................... I S-15 Wall & Roof Close-up Details............................................................. S-16 Wall Close -Up Details........................................................................ S-17 Transverse Tag Interconnection Detail S-18 Tag Unit Deck Railing S-19 Typical Tiedown Details..................................................................... S-20 Longitudinal Tiedown Details S-21 Roof Close-up Applications - Tag with Standard Gable .................... S-30 Roof Close -Up Applications Alternate Valle S-31. Add -On Eave Details......................................................................... S-35 Roof Close -Up Applications - Vent Pipe at Ridge.. ............................ S-40 Fireplace & Chimney Installation........................................................ S-41 Site Built Garage / Entry - Plan Diagram ........................................... S-50 Site Built Garage Roof Framing......................................................... S-55 Hinged Roof Close Off Detail - iii S-61 S-61.1 S-62 S-63 � n2 FORWARD This installation manual contains specific instructions that must be strictly adhered to in order for the home to perform properly. I These installation procedures must be performed by an experienced installer who has carefully read and understands all aspects of the installation instructions. Check with the local regulatory agency at the location where the home will be installed for specific requirements that must be. known in order to properly use this manual, Le. roof load, wind load, soil bearing capacity, -.etc.. For any questions regarding these instructions please contact your retailer first, who will refer you to the factory if he is unable to offer assistance. FEDERAL PREEMPTION All homes built by HBOS MANUFACTURING LP. are constructed and inspected to comply with the "Federal Manufactured Home Construction & Safety Standards" (24 CFR Parts 3280 & 3282 respectively) in accordance with the requirements of the U.S. Department of Housing and Urban Development. This standard is more commonly referred to as the "HUD Code". Individual states, counties, and cities shall have no authority to establish standards regarding the ' construction or safety of a manufactured home which are not identical to the Federal Manufactured Home Construction and Safety Standards. A metal certification label is affixed to each section of home to certify that the home has been constructed and inspected to comply with these Standards. The design plans and in -plant construction of all homes are inspected by independent third party agencies to assure compliance with the Federal Standards. The private company RADCO and the State of Oregon are both approved by H.U.D. to provide such services. Any' party that desires further verification may contact Mr. Philip W. Schulte at the Department of Housing and Urban Development (H.U.D.) at (202) 755-7420. Mr. Schulte is the Chief of the Compliance Branch for the Manufactured Housing and Construction Standards Division. PRELIMINARY PREPARATIONS 1. Check with the park manager (or retailer for a private property set) for the exact location of the home site. 2. • Check access to utilities prior to setting up the home. 3.. Verify whether or not wheels and detachable hitch are to be removed. 4. For Park sets, park manager must sign for location and note any special instructions regarding the installation of the home. 5. Verify receipt of standard items and set up materials shipped lose with the home per checkout list. 6. The home site must be graded and - sloped properly to prevent water accumulation in the area beneath the home. 7. Verify (by inspecting the home's data plate) that the home has been designed and constructed to accommodate the roof and wind load requirements established by the local jurisdiction (see "Structural Loading Requirements" below). STRUCTURAL LOADING REQUIREMENTS The structural installation requirements vary for each climatic zone or region in order to compensate for variances in roof snow loads, wind loads, and soil bearing conditions. The local authority having jurisdiction may place special load requirements for the manufactured home which differ from the H.U.D Standards for a particular region. In all cases, the local authority must be contacted for their specific structural loading requirements. Make sure the manufactured home design meets the specific load requirements at the location where it will be installed. Each home is designed -and constructed to accommodate the roof live load as checked on the first page of this manual, either 20 psf, 30 psf, 40 psf, 60 psf , or 80 psf and a horizontal wind load of 15 psf. The home's "Data Plate" must also have a .checkmark next to .the appropriate roof and wind loads which should coincide with the loads identified on the first page of the manual. The roof load that is checkmarked on the data plate does not necessarily dictate the required support requirements. Rather, it only indicates the maximum roof load zone that the home may be located. All homes must be supported consistent with the local roof load zone where the home is to be set. 2 SETTING SINGLE WIDES OR "A" SECTION OF MULTI-WIDES 1. Tow unit into desired location over firm footing on home site. 2. Remove transportation closure material (weather proof covering and close - off grid work). A. Temporary ridge beam support posts are to remain in position to maintain ceiling heights during joining of unit sections. B. Make sure that all nails and staples that may prevent the sections from properly joining together are removed. 3. Starting with the open side of the unit, place the first hydraulic jack under the chassis beam just forward of the front axle spring hanger. Allow room for the pier support to be placed next to the front spring hanger. 4. Second jack shall be located under same chassis main beam just behind the rear axle spring hanger. 5. Uniformly lift this side of the unit using both jacks and remove the tires. 6. Locate first two' support piers adjacent to the front and rear axle spring hangers. Adjust initial piers as low as possible for easy, leveling. Generally, maintaining proper pitch in the drain lines will be the governing factor. 7. Place an additional support pier no greater than 24 from the front and rear end of the home. 8. Lift other chassis main beam and remove the tires (see steps 3 through 5). 9. Place piers directly opposite those placed on open side beam. 10. Evenly space the remaining piers at the required spacing for chassis supports per Table I. Install perimeter support piers per Table I as required. 11. Level the unit from side to side and front to rear by adjusting pier support heights and or shimming. Levelness must be checked using a water level or large carpenter's level, and by observation of passage doors and cabinet doors for plumb fit. MATING OF ADDITIONAL SECTIONS OF MULTIWIDE HOMES 1. Tow "B" section as close as possible to "A" section. 2. Place jacks under the chassis main beam nearest to the "A" section forward and rear of axle, lifting "B" section approximately 112 off the ground. 3. Place a third jack against the outside wheel hub at a 45 ° angle to the ground and jack the "B" section against the "A" section. 4. With the first two jacks still under the main beam at the axles, raise the hitch jack to about 20 . The third jack should be set under the outboard side of the hitch at a, 45 ° angle. Letting down the hitch jack will allow the entire floor front to'slide over to mate with the "A" section floor. 5. With the third jack at the front of the unit, raise the floor beginning at the front crossmember .to flush the inside of the front wall and top of the floor. Adjust front and rear alignment of the home sections with hydraulic jacks using ceiling panel joints as guides. Remove tires and store beneath home if desired. 3 6. Insert 1/2 bolts through mating angles at outrigger ends starting from the front crossmember. See detail "D" on drawing S-10. These bolts also serve to electronically bond the chassis. On homes where mating angles are not installed or do not align across the mating line, refer to drawing S-12 for alternate floor connection and bonding instructions. 7. Apply jack pressure under the inside main beam to obtain a flush floor, then set pier supports at required spacing to match the "A" section. Place jacks under outside chassis beam and apply even pressure to bring ceilings together. 8. When all walljoints at the ceiling are aligned, jack the inside to bring the ceilings flush and, starting at the front of the home, secure roof sections together through the ridge beam halves per drawings S-10 and S-11. Note: For 20 psf and 30 psf roof loads, 1/2 diameter bolts or 3/8 diameter lag screws may be used. For greater roof loads use only 1/2 diameter bolts. Once the ridge beam halves are properly attached, remove the temporary support posting along the mating line. 9. After ceilings are 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 S-63. 13. Install tiedown straps & anchors where required. For spacing see the appropriate support plan diagram. For tiedown notes & specifications see drawing S-20. UTILITY HOOK-UP . 1. " Install hot and cold water line crossovers, when required, below the floor with approved flex connectors provided by HBOS 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"). A 3. Install gas line flex connector supplied with the home for crossover when required. See drawing S.13 detail "C". A. Flexible crossover connectors shall be listed for exterior use. B. Crossovers shall be the same size as the piping in the home at the crossover point. C. Crossover connections shall be made by a listed quick disconnect device. Do not use tools on this device. 4. Hook up water line to service. A. Minimum 3/4 water connection required. B. The manufactured home is designed for an inlet water pressure of 80 psi. A. pressure reducing valve must be installed and calibrated in areas where the water pressure exceeds 80 psi. C. A master cold water shut-off valve shall be, installed in the water supply line adjacent to the home. D. Protection from freezing: If the home is installed in an area subject to freezing temperatures, the exposed section of the. water supply piping, shut-off valve, and pressure reducer must be protected. The most effective means of accomplishing this is by the use of a thermostatically controlled heat tape. For this purpose, all homes are equipped at the factory with an electrical receptacle outlet under the home in the vicinity of the water supply inlet. . Note: The heat tape used must be listed by a nationally recognized testing laboratory for use with manufactured homes, and installed in accordance with the manufacturer's instructions. In mild climates subject to only occasional below freezing temperatures, an alternative is to wrap exposed sections of the water supply piping with insulation, loosely taped to prevent excessive compression. E. To drain water lines, remove cap from drain location, open faucets and apply air pressure until all water is removed from the system. 5. Hook -Up Gas Line To Service A. Use a gas supply connector listed for manufactured homes and rated according to the label attached to the home at the gas supply connection. B. The gas piping supply system is designed for a maximum pressure of 14 water column (1/2 psi) and not less than 7 water column (1/4 psi). 6. Hook Up Waste Line To Service A. Minimum 3 waste connection required. B. An approved 'flexible connector shall be installed at each end of the drain line from the home to the sewer inlet. C. For shipped loose drain line. installation, see drawing S-13 detail "E". 5 7. 0 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 line between floor sections. Each crossover will consist of a length of 1/2 flex conduit with conductors on one floor section and a junction box with cover plate on the other floor section (see drawing S-15 detail "A". All splice connections shall be made with wire nuts. Always replace cover before turning power on. Complete electrical hook up from manufactured home to service. For 100 amp service or larger, 4 splice connections are required in the junction box (see drawing S-15 detail "B"). Connectors at the junction box shall -be split bolt, sleeve type, or other approved connectors. See table below for minimum wire and conduit sizes. Service 'Al Conductor Al Al Ground Conduit 100 am No. 1 THW !Netutral No No. 6 THW 1 1/2 125 am No.2/0THW No.W No. 4 THW 1 1/2 150 am No. 3/0 THW No. 1/0 THW No. 4 THW 2 200 am No. 4/0 THW No. 2/0 THW No. 4.THW 2 b 10. Complete electrical connection for air conditioner ' where required. The circuit for an air conditioner terminates in a junction box without a receptacle. The conductors shall be spliced with wire nuts or other approved devices. See table below for wire sizes.. A- disconnecting means shall be provided which is located within sight of the controller location. Air Conditioner Size Wire Size Conduit Size 3 Ton 8/3 3/4 31 /2 Ton 8/3 3/4 4 Ton 8/3 3/4 5 Ton 6/3 3/4 11. Hook up duct crossover(s) beneath home for .down flow heating systems. See drawing S-14 and model specific heat duct diagram shipped With the home. 12. After completing all utility hook ups to service, perform the following tests: A. Electrical function test. B. Water pressure test. C. Flood test (plumbing drain system). D. Gas test. E. Appliance function test. 13. Floor undersheathing (bottom board): The sheathing covering the bottom of the home is special material that is either vinyl coated or asphalt M impregnated to protect against moisture, rodents, and unconditioned air. This sheathing was inspected and intact at the factory, but may have been damaged in transit or during set up.. If a large hole is found and the material is vinyl coated, use a patch of the same material, tacking to the nearest floor joists, and seal the edges with tape to retain air tightness. Small holes may be sealed with tape alone. If the material is asphalt impregnated board, use a patch of the same material with a bead of adhesive around the contact edges to make, an air tight seal. Tack to the nearest floor joists, or use divergent staples. Your retailer can provide material and information, or can arrange for repairs. Wrap all P -traps exposed below the floor with insulation, then wrap the bottom board material and tape all seams. FINAL CLOSE UP AND INSPECTION 1. Ventilation of Under Floor Area: The underfloor area must be ventilated to minimize condensation beneath the home. A minimum of 4 ventilation openings shall be provided from the underfloor space to the exterior. The combined openings shall have. a net area equal -to at least one square foot. for every 150 square feet of floor area. Place the required openings as equally distributed as possible along the length of at least two opposite sides, with openings located close to comers to provide cross ventilation. 2. Moisture Control of Underfloor Area: A vapor retarding ground cover of (6) mil black polyethylene material or other equivalent membrane must be used to prevent ground moisture from entering the home. 3. Install ship loose parts to finish close off for exterior. See drawings S-16 and S-17. 4. Remove detachable hitch and store beneath home. 5. Install the ceiling beam molding and all other necessary molding to complete the interior trim. 6. 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. E. lh the absence of a "sound" , install a replacement smoke alarm and 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. 8 SUPPORT PLANS, PIER SUPPORTS, AND FOOTINGS In order to properly set up and install the manufactured home according to the pier support plans and schedules, the following information must be known in advance: 1. Roof Load Zone: The- local roof load where the home will be installed is typically either 20 psf, 30 psf, 40 psf, 60 psf or 80 psf. Note that 20 psf is often referred to as "South Zone" and 30 psf can be referred to as "Middle Zone". Check with the local building authority to determine the required roof load at the home site. 2. Soil BearingCapacity: The pier support schedules are based on soil bearing capacities of either 1000 psf,' 1500 psf, or 2000 psf. Refer to soils report or check with the local building authority for the proper soil bearing capacity to use witb the support tables. 1.1 .. 3. Home Size Specifications: The floor width of each home section will either be 9-10, (10 Wide), 11-10 (12 Wide), 12-8 (14 Wide), or 13-6 (14 Wide). The eave lengths will vary from 0 minimum to 16 maximum. CHASSIS & PERIMETER SUPPORTS wide, double wide, triple Refer to the appropriate "Support Plan" diagram (single wide, etc.) for a plan view of.the generic support requirements. Then, with the information from items 1 through 3 above, enter Table I to determine the required pier capacity and footing pad size for chassis and perimeter supports based on the pier spacing you desire to use (either 4, 6, or 8 spacing). If the required .capacity or footing area is greater than the rating of you pier or pad, you must either decrease the pier spacing or use multiple piers and or pads with a combined capacity to meet the requirement. Refer to drawing S-8 for pier and footing support details. Typically, perimeter supports are not required for 20 psf roof loads. However, perimeter supports are required for all roof loads at each side of all door and other openings in the sidewall that are greater than 48 as shown on the support plan diagrams. Perimeter supports are not required where the home is installed on and supported by a foundation system that has a continuous perimeter wall and footing capable of transmitting the design loads to the soil (see "Foundations") SPECIAL SUPPORTS - PORCH COLUMNS POP -OUT. FLOORS ETC. Pier supports are required at outset or pop -out floors, porch column posts, and outset fire place locations as shown on drawings S-5, S-6, & S-7. 9 FOOTINGS Footings shall be placed level on firm, undisturbed soil or on controlled fill which is free of grass and organic materials, with a minimum soil bearing capacity of 1000 psf. In areas where the ground is subject to freezing, footings shall be placed to extend below frost line according to local jurisdiction requirements. CONTINUOUS FOOTINGS If continuous footings . are used (see S-8 detail "E"), 'the only information necessary. from Table Iris 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 ltl, 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. FOUNDATIONS The support system(s) shown in this manual (piers, footings, and anchoring devices) comprise the minimum structural requirements for supporting the home to resist the total design loads as indicated herein. Where homes are installed on permanent foundations or other alternative support systems, such methods shall meet the requirements of the local building authority and when required be certified by a registered professional engineer or architect. The tiedowns as shown in this manual are not required where a permanent or alternative support foundation system is used that has been designed to resist local wind loads, is certified by a registered professional engineer or architect, and is approved by the local authority having jurisdiction. OPEN SLATTED DECKS AT PORCHES AND RECESSED ENTRIES Where open slatted deck boards are used at recessed entries and porches, provisions must be made to ensure water is not permitted to drain into the area under the conditioned portion of the home. Any perimeter type skirting or foundation wall should be installed to follow the exterior wall of the home and permit the area beneath the porch to drain water away from the home. SITE BUILT STRUCTURES ADJACENT TO. MANUFACTURED HOME It is permissible to construct a site built structure (garage, porch, awning, etc.) adjacent to the manufactured home provided the attached structure is self supported (freestanding) and does not rely on the manufactured home for support. In addition, it is.acceptable to extend the garage or porch gable fill roof framing over and onto the manufactured home roof as long as the gable framing is designed and constructed to distribute roof loads uniformly over the manufactured home roof as shown on drawing S-55 of this manual. All site construction shall conform to local building codes and proper fire separation shall be provided where required. SITE INSTALLED - GROUND MOUNTED EVAPORATIVE (SWAMP COOLERS) Ground mounted swamp coolers may be -installed on site provided that the following criteria is adhered to: The floor framing and chassis must not be cut, damaged or altered. 11 SITE INSTALLED GROUND MOUNTED EVAPORATIVE (SWAMP COOLERS) CONTINUED FROM PAGE 11. • The main duct system supplied with the home must not be altered or tied into with the swamp cooler ducts. • The swamp cooler ducts must be airtight as well as below the bottom board with the exception of vertical risers into registers. The bottom board must be repaired per page 7 of this installation manual where vertical risers penetrate the bottom board. • The swamp cooler must be installed per manufacturer instructions and is subject to local jurisdiction regulations. BASEMENT DESIGNS x It is the responsibility of the retailer and/or owner to provide a basement design that has been engineered and sealed by a professional engineer. Basement designs shall adhere to local building codes and shall be approved by the authorities having jurisdiction. . The basement foundation (as designed by a registered engineer) must provide proper support for the home based on the loading and spacing requirements specified in this manual. UNDER NO CIRCUMSTANCES SHALL THE MAIN CHASSIS BEAM SUPPORTS BE SPACED MORE THAN 12 ON CENTER. GOLDEN WEST WILL NOT WARRANT MAIN BEAM SUPPORTS ARE GAINST ANY PROBLEMS ASSOCIATED WITH FLOORS IF TH SPACED MORE THAN 12 ON CENTER. Marriage wall columns on each side of openings must be supported according to the design load criteria shown in tables II & III in this manual. This home's electrical, mechanical and plumbing systems shall not be tapped into or altered in any way, nor shall the floor framing and chassis system be cut or altered in any. way. Stair construction at basements must comply with the UBC and local codes for widths, clearances, headroom, landings, fire protection, fire separation, smoke detectors, egress requirements etc. Stairs shall be independently supported and shall not rely on the manufactured home for support. Guardrails and handrails at the basement access location shall be installed on and shall be in accordance with the UBC and all applicable local codes. 12 INSTRUCTIONS FOR SITE INSTALLED GAS COOKING RANGE I., FACTORY PREPARATION The home manufacturer will provide a space for the future installation of a cooking range. The metal hood and cabinet protection required by 3280.204(a) of the HUD Standards and. the flame spread and fire protection requirements for surfaces adjacent to the range per 3280.203 shall be installed in the factory. A gas riser will be installed at the range space and capped off to accommodate the future installation of the range. A tag shall be placed next to the riser indicating the size and maximum BTU .rating of the gas line. II. SITE INSTALLATION INSTRUCTIONS The.range shall be"installed in the space provided in accordance with the range manufacturer's installation instructions. The BTU. input requirement for the rangq may not.exceed the rating indicated on the tag placed by the factory. After the range is installed, and with the shut-off valve open, the gas 'piping , system shall be pressurized to 1/2 psi. (8. oz.) and the appliance connections tested for leakage using soapy water or bubble solution. 13 of 11'-0' TYPICAL 2--0' MAX. TIEDOMM SPACING (TYP•) 24* MAX CHASSIS MAIN BEAMS 3 (NP,) (TYPICAL) z .I n OPENING TYPICAL PERIMETER SUPPORTS (NOT REWIRED FOR 20 PSF 'ROOFS) PERIMETER BLOCKING REWIRED AT EACH SIDE OF DOOR OR OTHER r OPENINGS OVER 48'.[N SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 1) s SUPPORT PLAN SINGLE WIUL NOTES- 1. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT, TABLE. LEGEND:QROFESSIOV, =CHASSIS SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �5�� OSEPyE,j N=P ERIMETER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 C042077 . l= Ev- ivil- sT'�T£OF CAl1E0�� 13 TE. D X Q II X a n 11'-0' TYPICAL (6'-0' FOR 6/12 ROOF) TIEDOWN SPACING CHASSIS MAIN BEAMS (TYPICAL) MATING LINE RIDGE BEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN MATING UNE BEARING WALLS ABOVE TYPICAL PERIMETER SUPPCRTS (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) MAX 24' MAX (TYP•) SUPPORT, PLAN _ DOUBLE WIDE NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END. OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN S-0". 2. RIDGE, BEAM COLUMN A IDRSUPPORT LOCATIONS III FOR SUPPORT CAPACITY YWITH EACH AND REQUIREDDIVIDUAL FOOTING AREA.OPLAN. REFER TO TABLES -11 3. PROVIDE D48 PERIMETER WIDE PER PER SUPPORT SUPPORTKTABLE.- FOREACH 20 SIDE PSFOROOFLOADS, OUSER OPENINGS 0 PSF PER SUPPORT TABLE. ` LEGEND: Q W gvESSIO,q U=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". ��SEPil =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m -REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. Ev. 3-31.:.2414 MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVIL �110F CAUEO� =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 14 m a TYPICAL PERIMETER 11'-0' SUPPORTS (NOT TIEDOMM REQUIRED FOR I 20 PSF ROOFS) -CHASSIS MAIN BEAMS (TYPICAL) _ MATING UNE RIDGE BEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN MATING UNE BEARING WALLS ABOVE (TYPICAL) rAIATING UNE : RI�DGEE BM. CLEAR SPAN MAIN BEAMS -0' MAX YP.) 24' MAX (TYP.) . \f PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) r RIDGE n CRICKET _J RIDGE SLOPE OF ROOF ROOF DIAGRAM LONGITUDINAL TAG LONGITUDINAL TAG SUPPORT PLAN — TRIPLE WIDE — LONGITUDINAL TAG UNIT A NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN S-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO TABLES II 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 PIER SUPPORT TABLE. LEG ND:` QItOFESS10,y,� M=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". ��OSEPyFj�,y�� M =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. 0 _RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE m —REFERENCE "TABLE C042077 II RIDGE BEAM SUPPORTS" SCHEDULE. 2004 ® =MATING UNE BEARING WALL PIER SUPPORTS PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. V CIVIL SI'�tEOF CAL0��\� 1 =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 15 TYPICAL PERIMETER 11'-0- TYPICAL k--L-2'—O- 'r2'-0" MAX. SUPPORTS (NOT TIEDOWN SPACING (•) REQUIRED FOR 20 PSF ROOFS) MATING LINE BEARING WALL ABOVE (TYPICAL) X a CHASSIS MAIN BEAMS (TYPICAL) ro 2 D 3 X Q ►moi MAIN BEAMS MATING LINE --�� IDGE BEAM CLEAR SPAN �"'� RIDGE BEAM CLEAR PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS._tSEE NOTE 3) MATING UNE — --N— L 1 W,TYPICAL AT ALL 00() PIERPAD(O 30 PSFRS: CHASSIS MAIN I 6000(1 PIER "PAD O 40 PSF BEAMS (TYPICAL) 6000/ PIER/PAD O 60 PSF 8000/ PIER/PAD O 80 PSF (NONE REQUIRED O 20 PSF) PIERS AT EACH END OF MAIN BEAM ON TAG UNIT ONLY: 5000] PIER/PAD O 20 PSF 2500; PFER/PAD O 30 'de 40 PSF 2500# PIER/PAD O 60 do 80 PSF I < (MID—LEN 160 r5000# PIER//PPAD O 30 PSF I 8000f PIER/PAD O 40 PSF 80000 P1ER/PAD O 60 PSF I IO.00o# PIER/PAD O 80 PSF r� Ilea RIDGE 4 SLOPE OF ROOF TRANSVERSE TAG 24' MAX (TYP•) ROOF DIAGRAM TRANSVERSE TAG SUPPORT PLAN - TRIPLE WIDE - TRANSVERSE TAG UNIT NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN S-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO TABLES II 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 PIER SUPPORT TABLE. LEGEND_ N=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE" _RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE m -REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. _MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. I =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21. itl E NOTE DOUBLE WOE SECTION OF�,Tr' MODEL MUST BE INDIVIDUALLY INSSUPPORTED PER THE "SUPPORT PLAN FOR TRUCTIONn OMIEVER, PEDOWANNCHORS AR£DOUB NOTLE ESREQUIRED AE MATING UNE TWEEN THE TWO DOUBLE WOE SECTIONS AS SHOWN 'BELOW. TYPICAL PERIMETER -0' MAX -7-4 SUPPORTS (NOT (TYP) — REQUIRED FOR I I 20 PSF ROOFS) I W Q D; Z_ U Q<co .m� PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) a N SUPPORT PLAN FOUR SECTION HOME - "T'" MODEL . NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE .THAT ARE GREATER THAN S-0". IVIDUAL 2. RIDGE BEAM ABOLES 11 ANDRSUPPORT III FOR SUPPORT (ONS VARY WITH EACH CAPACITY AND REQUIRED DFOOTING AREA. REFER TO 3. OVERD48"P WIDE EPER PIER SUPPORT SUPPORTBLOCKING TABLE.. FOR 20 SIDE PSFODOOR ROOFLOADS-OTHER USE 0 PSF PER SUPPORT TABLE. t LEGEND: QvfESS10 �=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". �t�P�,�,SOSEPHF =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". NO. _RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m -REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. k Exp. 3-31=M _MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. STATE vi p ICALIE�� I =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 17 0 I N X JL X MATING LINE BEARING CHASSIS MAIN BEAMS WALL ABOVE (TYPICAL) iD w MATING UNE z r --z RIDGE BM CLEAR SPAN RIDGE BM CLEAR SPAN a v, a z W m xd� CHASSIS MAIN BEAMS m z a (TYPICAL) s m < J m vi if t)I Q OPENING0 a v w m II' -O' TYPICAL a .1 TIEDOWN SPACING PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) a N SUPPORT PLAN FOUR SECTION HOME - "T'" MODEL . NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE .THAT ARE GREATER THAN S-0". IVIDUAL 2. RIDGE BEAM ABOLES 11 ANDRSUPPORT III FOR SUPPORT (ONS VARY WITH EACH CAPACITY AND REQUIRED DFOOTING AREA. REFER TO 3. OVERD48"P WIDE EPER PIER SUPPORT SUPPORTBLOCKING TABLE.. FOR 20 SIDE PSFODOOR ROOFLOADS-OTHER USE 0 PSF PER SUPPORT TABLE. t LEGEND: QvfESS10 �=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". �t�P�,�,SOSEPHF =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". NO. _RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m -REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. k Exp. 3-31=M _MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. STATE vi p ICALIE�� I =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 17 0 I N TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - N0. EAVE 10' WOE 12' WOE 14' WIDE SOIL BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION REQUIRED REQUIRED PIER FOOTING CAPACITY AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA 4'-0" CHASSIS 1820 262 2148 310 2424 349 1000 PSF 524 6'-0" , CHASSIS 2730 393 3222 464 3636 8'-0" CHASSIS 3640 525 4296 619 4848 698 4'-0" CHASSIS 1820 175 2148 207 2424 233 6'-0' CHASSIS 2730 262 3222 310 3636 1500 PSF 349 8'-0" CHASSIS 3640 395 4296 413 4848 466 4'-0' CHASSIS 1820 144 2148 155 2424 175 6'-0" CHASSIS 2730 197 3222 232 3636 2000 PSF 263 8'-0" CHASSIS 3640 263 4296 310 4848 349 TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - 16" EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA 4'-0" CHASSIS 1980 286 2308 333 2584 372 1000 PSF 6'-0" CHASSIS 2970 428 3462 499 3876 559 8'-0" CHASSIS 3960 571 4616 .665 5168 745 4'-0" CHASSIS 1980 190 2308 222 2584 248 1500 PSF 6'-0" CHASSIS 2970 286 3462 333 .3876 372 8'-0" CHASSIS 3960 381 4616 444 5168 497 4'-0" CHASSIS 1980 144 2308 167 2584 186 2000 PSF 6'_0" CHASSIS 2970 214 3462 250 3876 279 8'-0" CHASSIS 3960 286 4616 333 5168 372 NOTES 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' NAGE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIOTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. Q9VVESSIOp,� �OSEPHFj 0 NO. C042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2004 CIVIL OFC 18 TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - NO EAVE 10' WIDE 12' WIDE 14' WIDE SOIL. BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED FOOTING REQUIRED REQUIRED PIER FOOTING CAPACITY SPACING. LOCATION PIER FOOTING AREA PIER CAPACITY AREA CAPACITY AREA CAPACITY 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" PSF PERIMETER 1482 214 1722 248 1920 278 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIME1976 TER 285 2296 331 2560 370 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 149 1866 180 2130 205 1500 6'-0" PSF PERIMETER 1482 144 1722 166 1920 185 CHASSIS 2064 198 2488 239 2840 273 PERIMETER. 1976 190 2296 220 2560 246 CHASSIS 1032 144 1244 144 1420 144 • 4'-0" PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 144 1866 144 2130 154 2000 _ 6'-0" PSF PERIMETER 1482 144 1722 144 1920 144 CHASSIS 2064 1.49 2488 180 2840 205 8'-0" PERIMETER 1976 144 2296 166 2560 185 . r QROFESSIO& gj S E Py F��y�`y REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. o NO. 1. 2. WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 UNIT OF THE MATING UNE: WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED SIDE THE LARGER FLOOR SECTION WIDTH. VALUES FOR LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Ems. L31=444 3. THE MAXIMUM CIVIL CAl1��R�� MOM 19 TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - 16" EAVE 10' WIDE 12' WIDE 14' NIDE 'SOIL= BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION REQUIRED REQUIRED PIER 'FOOTING CAPACITY AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA CHASSIS 1032 149 1244 180 1420 206 ` 4'=0" 216 PERIMETER 1200 173 1360 196 1496 308 CHASSIS 1548 223 1866 269 2130 1000 PSF fi'-0" 323 PERIMETER 1800 260 2040 294 2244 410 CHASSIS 2064 298 2488 359 2840 8'-0" 431 PERIMETER 2400 346 2720 392 2992 CHASSIS . 1032 144 1244 144 1420 144 4'-0" 144 PERIMETER 1200 144 1360 144 1496 205 CHASSIS 1548 149 1866 180 2130 1500 PSF 216 PERIMETER 1800 173 2040 196 2244. 273 CHASSIS 2064 198 2488 239 2840 288 PERIMETER 2400 231 2720 262 2992 CHASSIS 1032 144 1244 144 1420 144 4'-0" 144 PERIMETER 1200 144 1360 1 144 1496 154 CHASSIS 1548 144 1866 144 2130 2000 PSF 6'-0` PERIMETER 1800 144 2040 147 2244 162 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER 2400 173 2720 196 2992 216 NOTES. 1. REQUIRED FOOTING AREAS ARE SHOWN • IN SQUARE INCHES. 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. QIt�FESSION,� SE NO. C042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. CIVIC ��, OFC ✓Zi; TABLE I SUPPORT SCHEDULE - 40 PSF ROOF LOAD - 16" MAX. EAVE 2835 272 PERIMETER 2899 278 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING AREA PIER CAPACITY FOOTING AREA 2175' 157 2475 178 2725 CAPACITY AREA CAPACITY 2064149 2484 179 2835 204 PERIMETER CHASSIS 1032 149 1242 179 1418 204 4'-0" PERIMETER 1450 209 1650 238 1817 262 CHASSIS 1548 223 1863 268 2126 306 1000 PSF 6'-0" PERIMETER 2175 313 2475 356 2725 392 2064 297 2484 358_ 2835 408 8'-0" 2899 418 3299 475 3633 523 PPERETER 1032 144 1242 144 1418 144 4'-0" 1450 144 1650 158 1 1817 1 174 CHASSIS 1548 149 1863 179 2126 204 1500 PSF 6'-0" PERIMETER 2175 209 2475 238 2725 , 262 NOTES: 1. REQUIRED FOOTING AREAS ARE- SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING 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. 21 vVESSl0pu �pSEPy Fjo/y�� NO. C042077 Ev• 3-31-M CIVIL fr'�TEOf ChvI0 CHASSIS 2064 198 2484 238 2835 272 PERIMETER 2899 278 3299 317 3633 349 2000 PSF 4'-0" CHASSIS 1032' 144 1242 144 1418 144 PERIMETER 1450' 144 1650 144 1817 144 6'-0" CHASSIS 1548 144 1863 144 2126 153 PERIMETER 2175' 157 2475 178 2725 196 8'-0" CHASSIS 2064149 2484 179 2835 204 PERIMETER -289 9 209 3299 238 3633 262 NOTES: 1. REQUIRED FOOTING AREAS ARE- SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING 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. 21 vVESSl0pu �pSEPy Fjo/y�� NO. C042077 Ev• 3-31-M CIVIL fr'�TEOf ChvI0 TABLE I SUPPORT SCHEDULE - 60 PSF ROOF LOAD - 16" MAX. EAVE 10' MADE 12' MADE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4'—O" PERIMETER 2016 291 2300 332 2500 360 308 CHASSIS 1548 223 1866 269 2130 1000 � 6'-0' PSF PERIMETER 3024 436 3450 497 3800 548 410 CHASSIS 2064 298 2488 359 2840 8'-0" PERIMETER 4032 581 4600 663 5000 720 CHASMS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2016 194 2300 221 2500 240 205 CHASSIS 1548 149 1866 180 2130 1500 PSF PERIMETER 3024 291 3450 332 3800 366 273 CHASSIS 2064 198 2488 239 2840 8'-0" 480 PERIMETER 4032 388 4600 442 5000 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 180 2016 146 2300 166 2500 154 CHASSIS 1548 144 1866 144 2130 2000 6'-0" PSF PERIMETER 3024 218 3450 249 3800 274 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER 4032 291 4600 332 5000 360 r WESSIONA� OSE NOTES. 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 0 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH N0. C042077 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. Up. 3-31-2004 CIV11. or ckuN 22 TABLE I SUPPORT SCHEDULE - 80 PSF ROOF LOAD - 16" MAX.. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED PIER FOOTING CAPACITY SPACING LOCATION PIER FOOTING AREA PIER CAPACITY FOOTING AREA CAPACITY AREA CAPACITY CHASSIS 1032 1.49 1244 180 1420 206 4'-0" PERIMETER 2500 360 2880 415 3184 460 CHASSIS 1548 223 1866 269 2130 308 1000 6'-0" PSF PERIMETER 3775 554 4320 622 4776 690 CHASSIS 2064 298 2488 359 2840 410 8'—O" PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 CHASSIS 1032 144 1244 144 1420 144 . 4'-0" PERIMETER 2500 240 2880 277 3184 306 CHASSIS 1548 149 1866 180 2130 205 1500 6'-0" PSF PERIMETER 3775 363 4320 415 4776 '160 CHASSIS 2064 198 2488 239 2840 273 PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2500 180 2880 208 3184 230 CHASSIS 1.548 144 • 1866 144 2130 154 2000 6'-0" PSF PERIMETER 3775 272 4320 311 4776 344 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 QROFESSIOpu �OSEPyF��y�� NOTES:� REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. N0. 1. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 2. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 'S- LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. E)q, 1- 004 3. THE MAXIMUM 4.•THE MAXIMUM PERIMETER SUPPORT SPACING = 6'-0" 0/C. civi fj'IrEOFCAL 23 ' - * - *TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD C h EXAMPLE DIAGRAM • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE 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) TABLE II RIDGE BEAM SUPPORTS - 20 SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "C" 7C Q SUPPORT FPOUN SOIL BEARING CAPACITY P� 10' WIDE MM REQUIRED SE FOOTING E RIDGE BEAM RIDGE BEAM RIDGE BEAM "A" I SUPPORT SUPPORT "B" SUPPORT "C" i7 13'-0" 288 10'-6" 288 X BEARING WALL 1500 13'-0" 192 10'-6" 192 9'-6" 192 2000 13'-0" 144 10'-6" 144 9'-6" SPAN FOR SUPPORT "B" t0 1000 :2 360 • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE 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) NOTES: �� SOS E Py E 1. PIER SUPPORTS ARE NOT REQUIRED UNDER BEARING WALLS AT THE MATING UNE �P FOR 20 PSF ROOF LOADS. NO. 2. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. C042077 3. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED Eip• 3-31-2004 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 24 TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD SUPPORT FPOUN SOIL BEARING CAPACITY P� 10' WIDE MM REQUIRED SE FOOTING E 12' WIDE MAXIMUM FOMAIAUM OLINGPT) (FEEAREA 14' WIDE TS NG) (FEE . AREA 2000 1000 13'-0" 288 10'-6" 288 9'-6" 288 1500 13'-0" 192 10'-6" 192 9'-6" 192 2000 13'-0" 144 10'-6" 144 9'-6" 144 2500 1000 16'-0" 360 13'-0" 360 12'-0" 360 1500 16'-0" 240 13'-0" 240 12'-0" 240 2000 16'-0" 180 13'-0" 180 12'-0" 180 4000 1000 25'-6" 576 21'-6" 576 19'-0" 576 1500 25'-6" 384 21'-6" 384 19'-0" 384 2000 25'-6" 288 21'-6" 288 19'-0" 288 5000 1000 32'-0" 720 26'-6" 720 24'-0" 720 1500 32'-0" 480 26'-6" 480 24'-0" 480 2000 32'-0" 360 26'-6" 360 24'-0" 360 6000 1000 38'-6" 864 32'-0" 864 28'-6" 864 1500 38'-6" 576 32'-0" 576 28'-6" 576 2000 38'-6" 432 32'-0" 432 28'-6" 432 8000 1000 --- --- 43'-0" 1152 37'-6" 1152 1500 --- --- 43'-0' 768 37'-6" 768 2000 --- --- 43'-0" 576 37'-6" 576 NOTES: �� SOS E Py E 1. PIER SUPPORTS ARE NOT REQUIRED UNDER BEARING WALLS AT THE MATING UNE �P FOR 20 PSF ROOF LOADS. NO. 2. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. C042077 3. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED Eip• 3-31-2004 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 24 I TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD 0 i C EXAMPLE DIAGRAM • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0'. • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II RIDGE BEAM SUPPORTS — 30 PSF ROOF LOAD SPAN FOR SUPPORT 'A" SPAN FOR SUPPORT 'C' SUPPORT (POUNDS) SOIL CAPACITYY BEARING (PSF) Se 12' NOE MAXIMUM FEAT REQUIRED ( �EET) m BEARING RIDGE BEAM RIDGE BEAM I WALL SUPPORT 'A" SUPPORT 'C' M 8'-0" 288 kBEARING 288 1500 9'-6" 192 8'-0" 192 7'-0" WALL MATING RIDGE BEAM 2000 9'-6" 144 8'-0" 144 7'-0" UPPORT PER UNE SUPPORT 'B' 2500 ABLE III. I SPAN FOR SUPPORT 'B" 10'-0" 360 • 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) NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING 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. 25 QW gVESSIop� ��OSEP/y Fri Fl�y�f, NO. 0042077 ESR 3-31-W CIVIL TABLE II RIDGE BEAM SUPPORTS — 30 PSF ROOF LOAD SUPPORT (POUNDS) SOIL CAPACITYY BEARING (PSF) 10' WIDE n MAXIMUM PN REQUIRED 11 12' NOE MAXIMUM FEAT REQUIRED ( �EET) 14' WIDE MAXIMUM REQUIRED AREA 2000 1000 9'-6" 288 8'-0" 288 7'-0" 288 1500 9'-6" 192 8'-0" 192 7'-0" 192 2000 9'-6" 144 8'-0" 144 7'-0" 144 2500 1000 12'-0" 360 10'-0" 360 .9'-0" 360 1500 12'-0" 240 10'-0" 240 9'-0" 240 2000 12'-0" 180 10'-0' 180 9'-0" 180 4000 1000 19'-6" 576 16'-0" 576 14'-0" 576 1500 19'-6" 384 16'-0" 384 14'-0" 384 2000 19'-6" 288 16'-0" 288 14'-0" 288 5000 1000 24'-0" 720 20'-0" 720 17'-6" 720 1500 24'-0" 480 20'-0" 480 17'-6" 480 2000 24'-0" 360 20'-0' 360 17'-6" 360 6000 1000 29'-0" 864 24'-0" 864 21'-6" 864 1500 29'-0" 576 24'-0" 576 21'-6" 576 2000 29'-0" 432 24'-0" 432 21'-6" 432 8000 1000 39'-0" 1152 32'-0' 1152 28'-6" 1152 1500 39'-0" 768 32'-0" 768 28'-6" 768 2000 39'-0" 576 32'-0" 576 28'-6" 576 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING 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. 25 QW gVESSIop� ��OSEP/y Fri Fl�y�f, NO. 0042077 ESR 3-31-W CIVIL 3 9 TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD EXAMPLE DIAGRAM • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II RIDGE BEAM SUPPORTS - 40 SPAN FOR SUPPORT 'A" SPAN FOR SUPPORT 'C" !C Q SUPPORT FPU SOIL CAPS (PF) 10' WIDE REQUIRED MAXIMUMBEARING (FEET) SPAN iT) BEARING RIDGE BEAM RIDGE BEAM � WALL SUPPORT "A" SUPPORT 'C' i2 5-6" 288 5-6" 288 a BEARING WALL—MATING RIDGE BEAM 1500 5'-6" 192 5'-6" 192 5'-6" SUPPORT PER LINE SUPPORT 'B" TABLE III. 4000 SPAN FOR SUPPORT "B' M 576 • 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) 0 NOTES: ��P�� DOSE Py F�� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 0 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' VIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Ev. 3-31-21144 26 TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD SUPPORT FPU SOIL CAPS (PF) 10' WIDE REQUIRED MAXIMUMBEARING (FEET) SPAN iT) 12' WIDE MAXIMUM PREQUIRED (FEET AREA 14' WIDE MSIREQUIRED PN OOING (FEET) AREA 2000 1000 5-6" 288 5-6" 288 5'-6" 288 1500 5'-6" 192 5'-6" 192 5'-6" 192 4000 1000 11'-0" 576 11'-0" 576 11'-0" 576 1500 11'-0" 384 11'-0" 384 11'-0" 384 6000 1000 17'-0" 864 17'-0" 864 17'-0" 864 1500 17'-0" 576 .17'-0" 576 17'-0" 576 8000 1000 23'-0" 1152 23'-0" 1152 23'-0" 1152 1500 23'-0" 768 23'-0" 768 23'-0" 768 10000 1000 28'-6" 1440 28'-6" 1440 28'-6" 1440 1500 28'-6" 960 28'-6" 960 28'-6" 960 0 NOTES: ��P�� DOSE Py F�� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 0 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' VIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Ev. 3-31-21144 26 I - TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD C EXAMPLE DIAGRAM • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". • TO FIGURE THE SPAN THAT A -'ARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II RIDGE SPAN FOR SUPPORT 'A" SPAN FOR SUPPORT 'C' X LOAD SUPPORT �PUNS� OD SOIL 10' WIDE MAXIMUM REQUIRED CSFTMFEETORN �(A BEARING RIDGE BEAM RIDGE BEAM 14' WIDE MAXIMUM REQUIRED FEEFOTING WALL SUPPORT 'A' SUPPORT 'C' M 5'-4" 288 a BEARING WALL �FAATING RIDGE BEAM SUPPORT PER UNE SUPPORT 'B' I TABLE III. SPAN FOR SUPPORT 'B' 1500 5'-4" 192 4'-6" 192 4'-0" 192 • 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 -'ARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) Q�ofEsslo NOTES: �5�� c�� SOS E Py F 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. �P 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2004 Civil---- 27 ivil-i 27 TABLE II RIDGE BEAM SUPPORTS — 60 PSF ROOF LOAD SUPPORT �PUNS� OD SOIL 10' WIDE MAXIMUM REQUIRED CSFTMFEETORN �(A 12' WIDE MIM REQUIRED EG FEE FAR 14' WIDE MAXIMUM REQUIRED FEEFOTING 2000 1000 5'-4" 288 4'-6" 288 4'-0" 288 1500 5'-4" 192 4'-6" 192 4'-0" 192 2000 5'-4" 144 4'-6" 144 4'-0" 144 4000 1000 10'-8" 576 9'-0" 576 8'-0" 576 1500 10'-8" 384 9'-0" 384 8'-0" 384 2000 10'-8" 288 9'-0" 288 8'-0" 288 6000 1000 16'-0" 864 13'-6" 864 12'-0" 864 1500 16'-0" 576 13'-6" 576 12'-0" 576 2000 16'-0" 432 13'-6" 432 12'-0" 432 8000 1000 21'-4" 1152 18'-0" 1152 16'-0" 1152 1500 21'-4" 768 18'-0" 768 16'-0" 768 2000 21'-4" 576 18'-0" 576 16'-0" 576 10000 1000 26'-8" 1440 22'-6" 1440 20'-0" 1440 1500 26'-8" 960 22'-6" 960 20'-0" 960 2000 26'-8" 720 2.2'-6" 720 20'-0" 720 12000 1000 32'-0" 1728 27'-0" 1728 F 24'-0" 1728 1500 32'-0" 1152 27'-0" 1152 24'-0" 1152 2000 32'-0" 864 27'-0" 864 24'-0" 864 Q�ofEsslo NOTES: �5�� c�� SOS E Py F 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. �P 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2004 Civil---- 27 ivil-i 27 3 r TABLE II RIDGE BEAM SUPPORTS - EXAMPLE DIAGRAM 80 PSF ROOF LOAD • 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 ISAF TICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II RIDGE SPAN FOR SUPPORT 'A" SPAN FOR SUPPORT "C' Si LOAD Q SUPPORT �POUNDS� SOIL 10' WIDE BEARINGM( ET R A�E �D CAPACITY SC�TY XAREA 12' WIDE M(FPAT�AXIMM F AREA REQUIRED 14' WIDE REQUIRED M(FEE �M F 01ING BEARING RIDGE BEAM RIDGE BEAM 1000 WALL SUPPORT 'A" SUPPORT 'C" ih 7'-0" 576 6'-3" 576 a BEARING WALL MATING RIDGE BEAM 2000 8'-5" 288 7'-0" 288 6'-3" SUPPORT PER UNE SUPPORT '8' `j TABLE III. SPAN FOR SUPPORT 'B' 12'-8" 864 • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". • TO FIGURE THE SPAN THAT A ISAF TICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 28 QQVISSIOAl �SOSEPyFFy��y N0. C042077 E9. 3-31--2004 TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD SUPPORT �POUNDS� SOIL 10' WIDE BEARINGM( ET R A�E �D CAPACITY SC�TY XAREA 12' WIDE M(FPAT�AXIMM F AREA REQUIRED 14' WIDE REQUIRED M(FEE �M F 01ING 4000 1000 8'-5" 576 7'-0" 576 6'-3" 576 1500 8'-5" 384 7'-0" 384 6'-3" 384 2000 8'-5" 288 7'-0" 288 6'-3" 288 6000 1000 12'-8" 864 10'-8" 864 9'-4" 864 1500 12'-8" 576 10'-8" 576 9'-4" 576 2000 12'-8" 432 10'-8" 432 9'-4" 432 8000 1000 17'-0" 1152 14'-0" 1152 12'-6' 1152 1500, 17'-0" 768 14'-0" 768 12'-6" 768 2000 17'-0" 576 14'-0" 576 12'-6" 576 10000 1000 21'-0" 1440 17'-9" 1440 15'-6" 1440 1500 21'-0" 960 17'-9" 960 15'-6" 960 2000 21'-0" 720 17'-9" 720 15'-6" 720 .. 1000 25'-4" 1728 21'-4" 1728 18'-6" 1728 12000 1500 25'-4" 1152 21'-4" 1152 18'-6" 1152 2000 25'-4" 864 21'-4" 864 18'-6" 864 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 28 QQVISSIOAl �SOSEPyFFy��y N0. C042077 E9. 3-31--2004 TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 30' PSF ROOF LOAD EXAMPLE DIAGRAM �a MATING UNE i7 o a CLEAR SPAN CIFAR. MATING LINE HEARING WALLS i m _1 n LEGEND* ®= MATING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. CE = RIDGE BEAM SUPPORTS PER TABLE II. = SUPPORT SPACING PER `TABLE III BELOW. TABLE III RIDGE BEAM SUPPORTS — 30 PSF ROOF LOAD SUPPORT SOIL 10' WIDE 12' WIDE 14' WIDE (POUNOS� CAPACITY SUPPORTQQ�� F READ SU ACIBEARING D G FOOI RNGD (P SUPPORT ACING FOOTING (FEET) (FEET) AREA (FEET) AREA 1000 4'-6" 288 4'-0" 288 3'-6" 288 2000 1500 4'-6' 192 4'-0" 192 3'-6' 192 2000 4'-6" 144 4'-0" 144 3'-6" 144 1000 6'-0" 360 5'-0" 360 4'-6" 360 2500 1500 6'-0" 240 5'-0" 240 4'-6" 240 2000 6'-0" 180 5'-0" 180 4'-6" 180 1000 9'-6" 576 8'-0" 576 7'-0" 576 4000 1500 9'-6" 384 8`-0" 384 7'-0" 384 2000 9'-6" 288 8'-0" 288 7'-0" 288 1000 12'-0" 720 10'-0" 720 9'-0" 720 5000 1500 12'-0" 480 10'—O" 480 9'-0" 480 2000 12'-0" 360 10'-0" 360 9'-0" 360 1000 14'-0' 864 12'-0" 864 10'-6" 864 6000 1500 14'-0" 576 12'-0" 576 10'-6" 576 2000 14'-0" 432 12'-0" 432 10'-6" 432 Q�ofESS/Op,� NOTES: �0 SOSEPyFFy�y 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 5�� 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED 0042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Ev. 3-31-2004 CIVIL Ito CAUF4��`! 29 TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 40 PSF ROOF LOADS EXAMPLE DIAGRAM X•�• a •�- -�-- •L- .L. MATING UNE M — — CLEAR SPAN CLEAR T a - I SPAN MATING UNE BEARING WALLS 10', 12', 14' WIDE SUPPORT REQUIRED SPACING FOOTING (FT) E 4000 ®= MATING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. m = RIDGE BEAM SUPPORTS PER TABLE IL L"= SUPPORT SPACING PER TABLE III BELOW. ABLE III MATING LINE WALL SUPPORTS - 40 PSF R00 SUPPORT OU SOIL BEARING T 10', 12', 14' WIDE SUPPORT REQUIRED SPACING FOOTING (FT) E 4000 1000 .5'-0" 504 1500 5'-0" 336 5000 1000 7'-0" 706 1500 7'-0" 470 6000 1000 8'-0" 806 1500 8'-0" 540 7000 1000 9'-6" 960 1500 9'-6" t 640 NOTES: �� jOSEPyFj�y�� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 10 _p 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WADE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH � RATIO FOR FOOTING PADS IS 2.5:1. E)q. 3-31-2004 CIVIL 30 l BLE, III — SUPPORTS AT MATING LINE BEARING WALL — 60 & 80 PSF ROOF LOAD EXAMPLE DIAGRAM X •m I 'L' MATING - UNE M CLEAR SPAN 1 CLEAR I �o MATING UNE BEARING WALLS 10' WIDE 12' WIDE LEGEND ®= MATING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. . m = RIDGE BEAM SUPPORTS PER TABLE II. "L" = SUPPORT SPACING PER 'TABLE III BELOW. Q0 ESSION� NOTES: ��OSEPy�,y�`^ 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. �O 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Ev. 3-31-2004 srar� clVllL ^ �, 31 TABLE III RIDGE BEAM SUPPORTS — 60 PSF ROOF LOAD SUPPORT �POUN DS� SOIL BEARING APSF (P) 10' WIDE 12' WIDE 14' WADE SPACING FOOTING ►%% EA SCREQUIRED SPACING OING FEETAREA SUPPORT (ACITG FEE REQUIRED OONG AREA 4000 1000 5'-4" 576 4'-6" 576 4'-0' 576 1500 5'-4'. 384 4'-6' 384 4'-0" 384 2000 5'-47. 288 4'-6" 288 4'-0" 288 TABLE III . RIDGE . BEAM . SUPPORTS — 80 PSF ROOF LOAD SUPPORT �POUNOS� SOIL BEARING C�PSF�TY 10' WIDE 12' WIDE 14' WIDE SUPPORT RE �� SPF STSG FARUEAGD S ACF G FEET) QQ�� FOOTRGD AREA SUPPORT ACFRG FGOTIRNO (FEET) AREA 4000 1000 4'-3" 576 3'-6" 576 3'-0" 576 1500 4'-3' 384 3'-6" 384 3'-0' 384 2000 4'-3" 288 3'-6" 288 3'-0" 288 r Q0 ESSION� NOTES: ��OSEPy�,y�`^ 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. �O 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Ev. 3-31-2004 srar� clVllL ^ �, 31 MATING LINE PERIMETER F—•SIDEWALL FLOOR FLOOR JOISTS CHASSIS I -BEAM OR (2) 16d TOE -NAIL. ---4 4 1 FLOOR RIM JOIST - (2) 16d NAILS 0 BETTER ADJUSTABLE NUT CONTACT PAD NAILEDF (WHERE TOGETHER WITH ACCESSIBLE) (2) 2x6 NAILED 16d NAILS AT 4" 0/C APPROVED 2' RISER APPROVED 2' TOGETHER WITH 16d NAILS AT (NO SPLITS ALLOWED) APPROVED PIER (PERIMETER SUPPORT) NOMINAL TREATED NOMINAL TREATED LUMBER FOOTING 4' 0/C. INSET 9": LUMBER FOOTING PAD OR 4" THICK APPROVED METAL PAD OR 4" THICK NOTE: A 3/4' x 1-1 2' APPROVED FOOTING SOLID CONCRETE PIER FRAME SOLID CONCRETE APPROVED NOTCH MAY OCCUR PAD. PAD. PIERS ON THE BOTTOM - OF 2X6 BLOCKING. THE NOTCH MUST ZZ 454RO111 OCCUR AT 16' MIN FROM OUTSIDE EDGE OF BLOCKING. • SUPPORT CAPACITY FOR THIS CONDITION 10 12 3000 POUNDS MAXIMUM ' METAL PIERS JAI METAL PIERS - MULTIPLE JB INSET SUPPORTS AT PERIMETER C CHASSIS GAP BETWEEN TOP OF PIER AND MAIN FRAME MAY BE A WOOD PLATE (NOT CHASSIS I -BEAM OR NOTES: I -BEAM EXCEEDING 2' IN THICKNESS) AND 4" WIDE x 6' LONG x 1' THICK MINIMUM FLOOR RIM OR FLOOR WOOD SHIMS (WEDGES), FITTED AND DRIVEN TIGHT BETWEEN WOOD PLATE JOIST 1 ALL PIERS AND FOOTINGS SHALL BE APPROVED FOR THEIR RIM JOIST OR PIER AND MAIN FRAME. 2" OR 4" SOLID CONC. BLOCK MAY FILL THE INTENDED USE BY THE AUTHORITY HAVING JURISDICTION. REMAINDER OF THE GAP. PIER CAP: 2006" WOOD (2 LAYERS PIER CAP: 4'x 16"x 16' 2. A MINIMUM GROUND CLEARANCE OF 12' SHALL BE MAINTAINED BENEATH THE LOWEST MEMBER OF THE CHASSIS (I -BEAM). MAX), OR 4x8x16" SOLID CONCRETE, SOLID CONCRETE BLOCK _� OR COMBINATION OF BOTH. OR EQUIVALENT. = 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS = z STANDARD OPEN OR CLOSED CELL DOUBLE CONCRETE BLOCKS tO '8'x SHALL BE 2.5:1 . 8'x 16" CONCRETE BLOCKS WITH 4 (SOLID OR CELLED) WITH CELLS PLACED VERTICALLY. THE z 4. ALL FOOTINGS (PADS OR CONTINUOUS) MAY BE PLACED DIRECT - I BLOCKS INTERLOCKED AND � BLOCKS SHALL BE INSTALLED W/ 16' LY ON THE GROUND SURFACE WHERE ALLOWED BY THE LOCAL a CAPPED AS SPECIFIED 0 DIMENSION PERPENDICULAR TO o JURISDICTION, PROVIDED THE SOIL IS FIRM AND UNDISTURBED, � z ABOVE. viOi Z I -BEAMS OR ALTERNATE DIRECTION OR COMPACTED FILL, FREE OF GRASS AND ORGANIC MATERIAL OF EACH COURSE. FOOTING: 16'x 16'x 4' SOLID w W w m 5. PIER HEIGHT MAY BE 36" MAXIMUM AS MEASURED FROM THE APPROVED 2" CONCRETE OR OTHER PRODUCT TOP OF THE FOOTING TO THE BOTTOM OF THE I BEAM UNDER NOMINAL TREATED APPROVED FOR THE PURPOSE. THE MAIN FRAME, AND 48" MAXIMUM TO THE BOTTOM OF THE LUMBER FOOTING ALTERNATE- (2) 8"x 18'x 4' m kWt PERIMETER OR CENTERLINE FLOOR RIM JOIST. PAD OR 4' THICK SOLID CONC. BLOCKS W/ JOINT TFINISH SOLID CONCRETE PAD. BETWEEN BLOCKS PARALLEL 6. WHEN MORE THAN ONE-FOURTH OF THE AREA OF THE MANU- GRADE TO THE STEEL I -BEAM FRAME. FINISH GRADE 12 FACTURED HOME IS INSTALLED SO THAT THE BOTTOM OF THE MAIN FRAME MEMBERS ARE MORE THAN 3 FEET ABOVE GROUND LEVEL. THE FOUNDATION SYSTEM SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AND THE INSTALLATION SHALL BE APPROVED BY THE LOCAL AUTHORITY CONCRETE BLOCK PIERS D WHEN A PIER IS FOUNDED ON TWO OR MORE FOOTING PADS AND THE LENGTH OF THE PIER BASE IS LESS THAN THE WIDTH OF THE HAVING JURISDICTION. CHASSIS I -BEAM OR 6'x 16" MINIMUM CONT. MULTIPLE PAD, A LOAD DISTRIBUTING ELEMENT IS REQUIRED AND SHALL BE APPROVED 2 x TREATED LUMBER OR OTHER FLOOR RIM JOIST. CONCRETE FOOTING APPROVED MATERIAL W/ WIDTH AT LEAST EQUAL TO THE WIDTH FULL LENGTH OF THE OF THE PIER AND LENGTH AT LEAST EQUAL TO THE WIDTH OF THE QROFFSSIO I -BEAM OR RIM JOIST. FOOTINGS MULTIPLE PADS. I ALTERNATE- APPROVED CONCRETE I U 11 ' MAY BE INSTALLED CONCRETE BLOCK (OR METAL PIER) \5��JOSEPf�� aQ� lto I ,1 N0. BLOCK OR METAL PIER. PERPENDICULAR TO C042077 INDIVIDUAL OR COM- I 1 CHASSIS I -BEAM AT II BINED PIER LOADS 11 NO MORE THAN 8'-0" I6===d1•' 0/C, WITH FOOTING LENGTH EQUAL TO • ri rn 7/31/02 HOME WIDTH. E* - CIVIL or NOTE: FINISH GRADE p C0 WHERE REQUIRED BY LOCAL AUTHORITY,16" (2) 9 4 CONTINUOUS '90 �o�, pt1iC"SET—UP INSTRUCTIONS' PSFPSF EXTEND FOOTING REBAR LAPPED 120 PIER AND FOOTING 140 30 PSF 60 PSF BELOW FROST LINE 12" MINIMUM APPROVED SUPPORT DETAILS 80 PSF 12 FOOTING 10 oaAO n D. HOLT DAIS 1-12-95 stn n TM DAM 7 23 02 S— 8 CONTINUOUS FOOTINGS E SINGLE PIER ON MULTIPLE PAD F (2) LAYERS TYPE 15 FELT OR APPROVED EQUAL FIELD INSTALLED, EXTENDING 6' MINIMUM ON EACH SIDE OF UNIT G FACTORY INSTALLED SHINGLES ---1 (2) LAYERS 15/ FELT OR APPROVED EQUAL FACTORY INSTALLED 1�2' - BOLTS W/ WASH[ 2 MIN. FROM TOP OF RIDGE BEAM. FOR SPACING AND BOLT CLUSTER REQUIRED OVER SUPPORT POSTS SEE — RIDGE BEAM N ASPHALT RIDGE SHINGLES FIELD INSTALLED W/ (2) 12 GA. x 1 1/4' ROOFING NAILS AT EACH SHINGLE LAST COURSE OF SHINGLES FIELD INSTALLED W/ (4) 12 GA. x 11- ROOF NAILS AT EA. : SHINGLE. L --AFTER RIDGE BEAM BOLTING, O TI N, PLYWOOD 3/8'x CLOSURE STRIP WITH LII 6d NAILS AT 6' 0 C TO IDGE BEAM AND (2) 6d —NAILS TO EACH RAFTER. OR COVER 5' — ACCESS HOLES WITH 30 GA. GALVANIZED METAL 12 ETAIL — 3:12 ROOF A ALTERNATE RIDUL titAM Lr+u MAXIMUM SPAN OR ADJACENT SPAN 20 P.S.F. 30 P.S.F. FIELD INSTALL 1/2'— BOLTS WITH WASHERS SEAL JOINT FOR ENTIRE LENGTH AT FLOOR TO FLOOR CONNECTION AT 48. 0/C O 20 PSF ROOF OR 32'0/C RIDGE NOTES: 1. ALL CLOSE—UP MATERIAL SHALL BE SUPPLIED BY THE O 30 PSF ROOF OR 24' O/C O 40 PSF BEAM ROOF OR 16' 0/C O 60/80 PSF ROOFS OR EQUAL TO PROHIBIT AIR AND WATER INFILTRATION —WHEN BEAM SUPPORT POSTSRIDAREEON ONE SIDE OF 2. AS AN ALTERNATE TO ROOFING NAILS, 1'xt'xt6 GA. STAPLES TO SECURE THE STANDARD ASPHALT SHINGLES � 2' TO < ONLY, A BOLT CLUSTER IS N REQUIRED AS SHOWN. FOR 4' 0/C QUANTITY OF BOLTS, SEE 40'-0' TABLE II AT RIGHT. —� LONGITUDINAL OR TRANSVERSE RIDGE BEAM SUPPORT POSTS TYPICAL WALL STUDS i TYPICAL FLOOR 3' DIA. x 5' 3 SCREW uaaL 30 ---r-0-7- — 20 P.S.F. 20. 0/C — 30 P.S.F. -W DETAIL — 20 RIDGE BEAM BOLTING DETAIL MAXIMUM SPAN OR ADJACENT SPAN 20 P.S.F. 30 P.S.F. 1 SCREW SEAL JOINT FOR ENTIRE LENGTH AT FLOOR TO FLOOR CONNECTION DECKING NOTES: 1. ALL CLOSE—UP MATERIAL SHALL BE SUPPLIED BY THE WITH EXTERIOR GRADE CAULKING MANUFACTURER. OR EQUAL TO PROHIBIT AIR AND WATER INFILTRATION FLOOR 2. AS AN ALTERNATE TO ROOFING NAILS, 1'xt'xt6 GA. STAPLES TO SECURE THE STANDARD ASPHALT SHINGLES 30'-0' 21'—O' MAY BE USED AND RIDGE SHINGLES. 40'-0' 28'-0- 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC. 50'-0' 35'-0- A-307 OR EQUAL 4 4. FOR ELECTRICAL GROUNDING BETWEEN SECTIONS, USE STAR --- 35'` 5' 19'-10' WASHERS AT BOTH ENDS OF THE - BOLT ON AT LEAST BETWEEN EACH/CONNECTED SECTION. 15'-6- ONE OF THE BOLTS �1/2-- BOLTS THROUGH MATING ANGLES AT 5. LAG SCREWS OR BOLTS IN A CLUSTER PATTERN MAY BE SPACED UP TO 6' 0/C PROVIDED THAT 2. 0/C TO 4. 0/C OUTRIGGERS ENDS OF OUTRIGGERS AYEBAGE SPACING IS MAINTAINED THROUGHOUT THE CLUSTER. TFRNA ALTERNATE FLOOR CONNECTION W/ WASHERS. (SEE --- --- FOR USING LAG SCREWS .SEE DETAIL � NOTE y4 AT RIGHT) 31'-0' 2 BOLTS LAG SCREW CLUSTER TABLE I CLUSTER PATTERN MAXIMUM SPAN OR ADJACENT SPAN 20 P.S.F. 30 P.S.F. 1 SCREW 5'-0' 3'-6' 2 SCREWS 10'-0' 4 SCREWS 20'-0' 14'-0' 6 SCREWS 30'-0' 21'—O' 8 SCREWS 40'-0' 28'-0- 10 SCREWS 50'-0' 35'-0- Al1�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' 0/C P.S.F. AND 30 P.S.F. ONLY E BOLT CLUSTER TABLE II CLUSTER MAXIMUM SPAN ADJACENT SPAN PATTERN 20 P.S.F. 30 P.S.F. 40 P.S.F. 60 P.S F. 80 P.S.F. N0. C042077 C3 Eq. 37-31-2004 0RA" "SET—UP INSTRUCTIONS" 20 PS 60 PSF FLOOR AND ROOF 30 PS 80 PSF CLOSE—UP DETAILS 40 PS GRAN BY D. HOLT "52-20-94 —1 0 1 BOLT 12'-9' B'-10' 5'-0' 5'-0' 3'-10 2 BOLTS 25'-6- 17'- 8' 9'-11- 9'-11' 7'-9- 3 BOLTS 38'-3' 26'- 7' --- --- --- 4 BOLTS --- 35'` 5' 19'-10' 19'-10' 15'-6- 6 BOLTS --- --- 29'-8' 29'-8' 23'-3' --- --- 39'-7' 39'-7' 31'-0' 8 BOLTS NOTE: BOLT CLUSTERED YE RIDGE BEAM 1. SUPPORT P STS AREREQUI ON ONESIDEOF C ON 2. BOLTS SHALL BE 1/2' (MIN.) WITH WASHERS AT EACH END. 24 N0. C042077 C3 Eq. 37-31-2004 0RA" "SET—UP INSTRUCTIONS" 20 PS 60 PSF FLOOR AND ROOF 30 PS 80 PSF CLOSE—UP DETAILS 40 PS GRAN BY D. HOLT "52-20-94 —1 0 TEMPORARY WEATHER PROOFING MTL FOR PROTECTION DURING TRANSIT & STORAGE • - ' 1-1/2� MAX ALTERNATE CLOSE—UP DETAIL TYPICAL TO DETAIL 'B' EXCEPT AS NOTED DARD TAG UNIT 'C' UNIT FIELD BOLTING QUANTITIES PER tlr,�ST 12 1/8' MIN 2 x BLOCKING �— (FACTORY INSTALLED) TYPICAL TAG UNIT TRUSSES AT 16" OR 24' 0/C TAG UNIT MATING WALL ®l NOTES: 1. ALL CLOSE—UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER. 2 AS AN MAY BEAU USEDATE TO TO SECURE OFING THE STANDARD 1STAPLES ASPHALT SHINGLES AND RIDGE SHINGLES. 3. ALL BOLTS do LAG SCREWS SHALL CONFORM TO ASTM SPEC. A-307 OR EQUAL 'NO. �o C042077 �p F� ~ * . & O1/23/03 CIVIL OF CALIF "SET—UP INSTRUCTIONS" r30 PS 60 PSF ROOF PS 80 PSF CLOSE—UP DETAILS PS 12 D. HOLT wu 3-29-96 S_ 11 r FSM BY T. MCGUIRE DA% •1-23-03 7/16" APA RATED 24/16 SHEATHING (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES FIELD INSTALLED W/ (2) SHIPPED LOOSE, INSTALLED WITH LONG DIMENSION PERPENDICULAR TO BLOCKING APPROVED EQUAL FIELD INSTALLED, EXTENDING 6' 12 GA. x 1 1/4" ROOFING W/ 6d NAILS O 6'., 0/C MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE OF UNIT CENTERLINE LAST COURSE OF SHINGLES FIELD INSTALLED W/ (4) 12 ROOF SHEATHING GA. X 1 1/4' ROOFING NAILS AT EACH SHINGLE GABLE TRUSS FACTORY INSTALLED SHINGLES (2) LAYERS 15/ FEL AFTER RIDGE BEAM ATTACH OR APPROVED EQUAL FACTORY INSTALLED D 8'x BOL (MIN) PLYWOOG, CLOSURE STRIP WITH 8d NAILS AT 6" 0/ 6d NAILS AT 6" 0/C TO 2x3 RAFTER RAIL AND (2) '20 RAFTER RAILS ((22) R. NAILS TO EACH RIDGE BEAM TYPICAL ROOF TRUSS •112" DU BOLTS W/ WASHERS 2 MIN. FROM TOP OR BOTTOM OF RIDGE BEAM OR 3/8' LAG SCREWS. FOR SPACING AND BOLT CLUSTERS REQUIRED OVER SUPPORT POSTS SEE lU 12 RIDGE CLOSE — UP DETAIL — 4:12 ROOF A SECTION — TRANSITION FROM "E STANDARD 7/16' APA RATED 24/16 SHEATHING 'B' UNIT TAG 'C' UNIT SHIPPED LOOSE, INSTALLED WITH LONG DIMENSION PERPENDICULAR TO MATING LINE W/ 6d NAILS O 6' O/C —FACTORY INSTALLED TEMPORARY WEATHER PROOFING MTL FOR PROTECTION DURING TRANSIT & STORAGE • - ' 1-1/2� MAX ALTERNATE CLOSE—UP DETAIL TYPICAL TO DETAIL 'B' EXCEPT AS NOTED DARD TAG UNIT 'C' UNIT FIELD BOLTING QUANTITIES PER tlr,�ST 12 1/8' MIN 2 x BLOCKING �— (FACTORY INSTALLED) TYPICAL TAG UNIT TRUSSES AT 16" OR 24' 0/C TAG UNIT MATING WALL ®l NOTES: 1. ALL CLOSE—UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER. 2 AS AN MAY BEAU USEDATE TO TO SECURE OFING THE STANDARD 1STAPLES ASPHALT SHINGLES AND RIDGE SHINGLES. 3. ALL BOLTS do LAG SCREWS SHALL CONFORM TO ASTM SPEC. A-307 OR EQUAL 'NO. �o C042077 �p F� ~ * . & O1/23/03 CIVIL OF CALIF "SET—UP INSTRUCTIONS" r30 PS 60 PSF ROOF PS 80 PSF CLOSE—UP DETAILS PS 12 D. HOLT wu 3-29-96 S_ 11 r FSM BY T. MCGUIRE DA% •1-23-03 MARRIAGE LINE GENERAL NOTES ' FLOOR DECKING 1. THESE INSTRUCTIONS SHALL BE FOLLOWED FOR FLOOR CONNECTION AND ELECTRICAL GROUNDING ACROSS 2 x 6 RIM JOIST MATING LINES WHEN CHASSIS MATING ANGLES ARE NOT FACTORY INSTALLED. FLOOR SEALER TO PREVENT INFILTRATION 2. WHERE MATING ANGLES ARE INSTALLED ON ANY TWO OUTRIGGERS THAT ARE ALIGNED ACROSS CENTERLINE, IT IS PERMISSABLE TO GROUND TME CIIASSIS IN ACCORDANCE WITH 'SHEET S-10' DETAIL 'D' AND "SHEET S-10, GENERAL NOTE NO. 4'. a 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) 4 FLOOR CONNECTION REQUIRED AT EACH MATING LINE JA MARRIAGE LINE FLOOR DECKING 2 x 6 RIM JOIST , 77 jvAVESSI \5�� JO E Py r j �P j0 �P NO. C042077 I E* 3-31-M CIVIL OF CA00 SOLDERLESS LUG FOR ALTERNATE GROUNDING DPAW ROCF Lom CONNECTION, SEE GENERAL I #8 BARE COPPER WIRE NOTE 6 2. ALTERNATE FLOOR CONNECTION 20 PSF 30 PSF _ TYPICAL OUTRIGGER B�� G. BUE °A�3-28-96 S—j Z GROUND CONNECTION REQUIRED AT EACH MATING LINE FLOOR OOLS FACTORY FACTORY NO SHALL BE - INSTALLED INSTALLED , OPTIONAL QUICK USED ON THE QUICK WATER LINES WATER LINES I FLOOR DISCONNECT DISCONNECT DEVICE. I FLOOR MATING MATING JOINT JOINT (SUPPLY). GAS CONNECTOR WATER CROSSOVER FLEX CONNECTOR SUPPLIED BY SHUTOFF SUPPLIED BY VALVE, MANUFACTURER FLEXIBLE PLASTIC WATER PIPING CONNECTED DIRECTLY THE MANUFACTURER (MUST yOT REQUIRED 'WHEN QUICK REMOVE DUST THROUGH SNIVEL CONNECTOR BE LISTED FOR EXTERIOR USE) DISCONNECT CAPS BEFORE AND COUPLING 6 6 IS USED CONNECTING 6 WATER LINE CROSSOVER A ALTERNATE WATER LINE CROSSOVER B GAS LINE CROSSOVER 1C NOTE, (COTE, DRAIN LINE TUB OR TUB/SHOWER COUPLING WITH y DRAIN UNE TEST TO BE TEST TO BE CONDUCTED ADJUSTABLE IF CONDUCTED AFTER ASSEMBLY AFTER ASSEMBLY. STRAINER AND SCREW CLAMP ALTERNATE: FLOOR PER NOTE i 6 BELOW. SWIVEL ADAPTER INTERIOR PARTITION ABS COUPLING W/ APP OVED SOLVENTT COLORS MUST MATCH COUPLING WITH ADJUSTABLE FLOOR SCREW CLAMPS STUBBED ADJUST FALL TO 1/4' PER FOOT 1\' VENT UNE MIN. (1/8" PER FOOT IF THERE IS A CLEANOUT AT UPPER END OF LOOSE SECTION) OUTLET DRAIN SECTION (ONE ONLY) SANITARY TEE I I APPROVED COUPLING WITH ADJUSTABLE SCREW CLAMPS 1\- OR 2- PIPE i COUPLINGS TO MAIN DRAIN 1\- PIPE TSTUBBED UNE V� COLORS MUST MATCH LOOSE DRAIN SECTION ---i .P.— TRAP DRAIN UNE THE P—TRAP COVER W/ INSULATION W/ UNION SEE 'NOTES FOR DETACHED DRAIN ASSEMBLY BELOW 8 SHALL BE SHIPPED LOOSE 8 6 DRAIN LINE CROSSOVER D I TYPICAL DETACHED DRAIN ASSEMBLY E FIELD INSTALLED -P - TRAP" IF FACTORY NOTES FOR DETACHED DRAIN ASSEMBLY - DETAIL "E" INSTALLED 1/2' MIN CPVC 1. ABS PLASTIC PIPE FITTINGS AND JOINTS: USE SOLVENT 5. SUPPORT DRAIN LINES) BY FACTORY INSTALLED PLUMBERS TAPE PIPE & ELBOWS TT CEMENT SPECIFICALLY MANUFACTURED FOR USE IN ASS OR PLASTIC STRAPS A 48' O/C MAX. WRAP LOOSE END OF '• STRAP AROUND PIPE AND NAIL TO FLOOR JOIST OR FASTEN TO EACH SIDE OF MATING LINE. PLASTIC PIPE CONNECTIONS. APPLY IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. SOLVENT SHALL COMPLY CHASSIS WITH SELF—TAPPING SCREW. ASSURE PROPER SLOPE WITH ASTM D 2235-81 OR NSF -14-1985. (FALL) TOWARD OUTLET OF 1/4- PER FOOT MIN. OR 1/8- MIN. , PER FOOT WHERE FACTORY INSTALLED CLEANOUT IS � 2. ALL JOINTS AND CONNECTIONS SHALL BE CORRECTLY PROVIDED AT UPPER END OF DRAIN LINE.C� ASSEMBLED FOR TIGHTNESS. PLASTIC PIPE SHALL BESHIP INSERTED TO THE FULL DEPTH OF THE SOCKETS OF 6. PERFORM DRAIN UNE 'FLOOD LEVEL TEST' AFTER ASSEMBLY LOOSE, SITE INSTALLED CPVC CROSSOVER PIPE WITH 2 ELBOWS, EACH FITTING. ACCORDING TO THE FOLLOWING PROCEDURE: THE MANUFACTURED HOME SHALL BE IN A LEVEL POSITION, ALL SIZED TO MATCH FACTORY PIPE SIZES, PIPE SHALL BE INSERTED TO FULL DEPTH 3. THE DRAIN OUTLET MUST BE PROVIDED WITH A MINIMUM FIXTURES SHALL BE CONNECTED. AND THE ENTIRE SYSTEM BE FILLED WITH WATER TO THE RIM OF THE TOILET OF EACH FITTING. USE SOLVENT CEMENT CLEARANCE OF 3' IN ANY DIRECTION FROM ALL PARTS OF SHALL THE STRUCTURE OR APPURTENANCES AND WITH NOT LESS BOWL (TUB do SHOWER DRAINS SHALL BE PLUGGED). AFTER ALL APPROVED FOR CPVC FITTINGS. ALT. WATER CROSSOVER - CPV G THAN 18' UNRESTRICTED CLEARANCE DIRECTLY IN FRONT SUSTAINED IR H S BEEN ELESS THAN .MINUTES WITHOUT ETHE TEST SHALL BE VIDENCE uu "SET-UP INSTRUCTIONS" OF THE DRAIN OUTLET. OF LEAKS. THEN THE SYSTEM SHALL BE UNPLUGGED AND 4. CLEANOUTS SHALL BE ACCESSIBLE THROUGH AN EMPTIED. THE WASTE PIPING ABOVE THE LEVEL OF THE TOILET UNOBSTRUCTED MINIMUM CLEARANCE OF 12' DIRECTLY IN BOWL SHALL THEN BE TESTED AND SHOW NO INDICATION OF PLUMBING FRONT OF THE OPENING. LEAKAGE WHEN THE HIGH FIXTURES ARE FILLED WITH WATER do BY ak S-13 EMPTIED SIMULTANIOUSLY TO OBTAIN THE MAXIMUM POSSIBLE FLOW IN THE DRAIN PIPING. D. HOLT 12-15-94 4-24-02 44- TYPICAL GROMMET FLOOR INSULATION (FACT. INSTALLED) FURNACE CONNECTION • TYP, 4' x 10' ADJUSTABLE REGISTER (FACTORY INSTALLED). TYP. 10' OR 12' COLLAR FACTORY INSTALLED OPTIONAL FLEX DUCT FOR TAG UNIT Pill I_ FIELD INSTALLED _ _ WHERE REQUIRED LMIXING BOX PER DET. 4' MIN. GROUND CLEARANCE (ALT: CROSSOVER DUCT (FIELD INSTALLED) ALTERNATE: AIR SUPPLY PER 10'— OR 12'— FLEX DUCT SHIPPED LOOSE AND FIELD DET. INSTALLED (R-4 MIN.., TYP.) MAY REST ON CONT. P.T. OR FOUNDATION REDWOOD) (FIELD INSTALLED) � 16 FLEX HEAT DUCT CROSSOVER - DOWNFLOW FURNACE A STANDARD HEAT DUCT FACTORY INSTALLED 016 MIN. GALV. OR ALUM. MIXING BOX INSULATED W/ FLOOR R-4 MIN. HEAT REGISTER — ME ONLY 44 �lSIyA�E SEALED COMBUSTION OR ELECTRIC FACTORY INSTALLED DUCT M N3ITALLED rr / ATTACH FLEX DUCTS TO 2) 10'� OR 12'— COLLARS ONE EACH SIDE) W/ TYP. COLLARS. ATTACH OTHER END OF FLEX DUCT TO TYP. HEAT DUCT PER 14 FACTORY 12 INSTALLED 14'» COLLAR FOR — CROSSOVER DUCT _ — 6'—.COLLAR FACTORY INSTALLED MIXING BOX DETAIL D �wsars 14",r FLEX DUCT I Frdn BY wh SHIPPED LOOSE AND _ — FIELD INSTALLED. (TO BE SUPPORTED FROM EVERY GROM— MET W/ BAILEY WIRE) F' 6"� FLEX DUCT LISTED MIN. R-4 SHIPPED LOOSE, 14' x 10' x 10' OR 14' x 12' FIELD INSTALLED 'Y' GALVINIZED & INSULATED W/ R-4 MIN. SHIPPED LOOSE AND FIELD INSTALLED. 10'— OR 12"~ FLEX DUC SHIPPED LOOSE AND FIELD INSTALLED. "SET-UP INSTRUCTIONS" ' MECHANICAL 161 4160mRAVOBY D. HOLT ""12-20-94S-14 ALTERNATE AIR SUPPLY METHOD B OPTION REMOTE REGISTER JUNCTION BOX P P N TO CIRCUITS C G P FF_N G CROSSOVER FOR ONE CIRCUIT P �P TO G�I I �G CIRCUITS N JUN, BOX CROSSOVER FOR TWO CIRCUITS AND WIRING DIAGRAMS FOR CROSSV P1 11 11 II 11 II LISTED COMBINATION -- METRBASE DISTRIBUTION PANEL, JA002 OW OR APPROVED EQUAL - SERVICE ENTRANCE CONDUCTORS — SIZE PER LOCAL CODES GROUND / NEUTRAL BAR UNDERGROUND CONDUIT TO BE RIGID STEEL OR OTHERWISE CONFORM TO LOCAL CODES AND REQUIREMENTS 11 1 FIELD INSTALLED W GROUNDING ELECTRODE CONDUCTOR FROM SERVICE EQUIPMENT TO GROUNDING ELECTRODE SYSTEM. WIRE SIZE PER THE FOLLOWING: SERVICE: 100 AMP — IY 6 COPPER 125 AMP — / 4 COPPER 150 AMP — 19 4 COPPER 200 AMP — IE 4 COPPER MAIN —HOT WIRES JUNCTION BOX WITH METAL COVER PLATE FACTORY INSTALLED •— FLEX CONNECTOR LOCK NUT AND PLASTIC BUSHING FLEX CONNECTOR TO BE GROUNDED ON SITE. -- GROUND MARE 8 C I MAIN PANEL FLOOR JUNCTION BOX TO DISTRIBUTION PANEL r_L1_, SPUCESTO BE I W/ APP MADE ROVED CONNEC DRS. 2' NON—METALIC CONDUIT RACEWAY wa atwsto er wa :X---- FITTING FOR CONNECTING CONDUIT FROM METER BASE TO BE INSTALLED ON SITE 0R SO "SET—UP INSTRUCTIONS' ELECTRICAL 8 WAM 8Y D. HOLT VAX 12-16-94S-15 -I v I om'1 J—BOX SIZING: 100 AMP-4'x10'x10 200 AMP-4'x10'x12 gip( ELECTRICAL CONDUIT TO PARK PANEL BOX. FLEX' ELECTRICAL CONDUIT WIRED AND SPUCED PER DIA— SPUCE CONNECTORS REQUIRED FOR 100 AMP SERVICE AND _• GRAMS AT LEFT. 8 LARGER. FOR 50 AMP SERVICE, A PLUG—IN CORD IS PROVIDED A ELECTRICAL FEEDER ASSEMBLY GENERAL NOTES: 1. WARNING: DO NOT PROVIDE ELECTRICAL POWER UNTIL THE GROUNDING ELECTRODE SYSTEM IS INSTALLED do CONNECTED. 2. ONE APPROVED GROUNDING ELECTRODE SYSTEM IS AN ELECTRODE ENCASED BY AT LEAST 2' OF CONCRETE, LOCATED WITHIN'AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE T LEAST 20 FEET OF ONE OR EARTH. ORE BA ORNSISTING ZINC GALVANOF IZED OR OTHER ELECTRICALLY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2' DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN NUMBER 4 OR OTHER APPROVED GROUNDING SYSTEMS PER MAIN 250-81 AND 250-83 OF THE NEC. 'PANEL 3. MAIN PANEL WITH METER BOX SHALL NOT BE INSTALLED ON HOMES WITH METAL SIDING. 2' NON—METALIC CONDUIT RACEWAY wa atwsto er wa :X---- FITTING FOR CONNECTING CONDUIT FROM METER BASE TO BE INSTALLED ON SITE 0R SO "SET—UP INSTRUCTIONS' ELECTRICAL 8 WAM 8Y D. HOLT VAX 12-16-94S-15 FACTORY INSTALLED HARDBOAR OR PLYW01 SIDING TYPICAL TRUSSES ENDWALL BELOW FASCIA I. FIELD INSTALL FIELD INSTALL I MINIMUM 2' WIDE BATTEN I I' CUT FROM SAME MATERIAL AS HORIZONTAL SIDING. ATTACH LAP SIDING WITH 6d NAILS AT 6' 0/C EACH jNSTA�LED). SIDE OF < 12 AIL - HARDBOARD A I ENDWALL FACTORY INSTALLED HARDBOARD OR PLYWOOD SIDING EEEE!!!!m=l -ASCIA SPLICE AT RIDGE 1x3x7' SPLICE BLOCK FIELD INSTALLED TO FASCIA WITH (4) 6d NAILS MIN. EACH SIDE OF SPLICE Ir/ 2x8 FASCIA OR 1x4 RAFTER RAIL (UNDER HARDBOARD FASCIA), 6 ENDWALL FASCIA SPLICE AT RIDGE E 16 N0. 1 C042on 3-31-2W4 CIVIL �FOF CALIFD`� "SET-UP INSTRUCTIONS" WALL & ROOF -CLOSE-UP DETAILS _ WE S-16 D. HOLT 12-21-94 FIELD INSTALL I 12' LENGTH OF LAP SIDING WOOD BATTEN WITH 8d NAILS AT 12' 0/C I I OVER < INTER— LOCKING WITH CAULK OR SEAL AT SIDING UNDER— EDGES (TYPICAL) I NEATH. FACTORY INSTALLED HARDBOARD OR tr PLYWOOD SIDING 44 a 6 6' MIN. MIN. ' B 12 :TAIL - LAP SIDING B INSIDE CORNER CLOSE-UP_ ic NOTES* 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE —RIDGE BEAM (WITHOUT NOTCH EXPOSED TO WEATHER SHALL BE ZINC COATED BY HOT—DIP GALVANIZED ZINC. MECHANICALLY DEPOSITED FOR OVERHANG) ZINC OR ELECTRODEPOSITED ZINC. FASTENERS MANU— FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER —FASCIA SPLICE NON—FERROUS ALLOYS EXPOSED TO THE WEATHER DO FIELD APPLIED NOT REQUIRE PROTECTIVE COATINGS. PER DETAIL 2. ALL CLOSE—UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER. 2X6 OUTLOOKERS —EXTENDED 32' MIN IN FROM ENDWALL. (FACTORY INSTALLED) z N 0 -ASCIA SPLICE AT RIDGE 1x3x7' SPLICE BLOCK FIELD INSTALLED TO FASCIA WITH (4) 6d NAILS MIN. EACH SIDE OF SPLICE Ir/ 2x8 FASCIA OR 1x4 RAFTER RAIL (UNDER HARDBOARD FASCIA), 6 ENDWALL FASCIA SPLICE AT RIDGE E 16 N0. 1 C042on 3-31-2W4 CIVIL �FOF CALIFD`� "SET-UP INSTRUCTIONS" WALL & ROOF -CLOSE-UP DETAILS _ WE S-16 D. HOLT 12-21-94 'ol II I �� AT 6 0/C EDGES & FIELD I II AND NOT LESS THAN 1/4" p II III II FROM SIDES do ENDS Da II 11 1/2" GYP. BD. W/ 17'6 x 11' III tO 11 I II SCREWS .OR 5d COOLER FIELD INSTALL GYPSUM FACTORY INSTALLED III GYPSUM BOARD M III 1 11 NAILS OR .098 – SHANK x BOARD (MATCH EXISTING) n II 111 11 11' LONG x 19/64' HEAD PER DETAIL III – II RING SHANK NAILS AT (AT LEFT) IU III II II II 7' 0/C EDGES AND FIELD –LL -- ---w--- – �_ AND NOT LESS THAN 3/8" FROM EDGES do ENDS B _ TYP. BOTTOM PLATE 24 E INTERIOR ENDWALL CLOSE - UP D D E TAI L NO. 0042077 E* 3-31-20Qi CIVIL �11f OF CAUFO� "SET—UP INSTRUCTIONS WALL CLOSE-UP DETAILS DRAIN By D. HOLT ��12-22-94S-17 EXTERIOR WALL FRAMING TYPICAL WALL FRAMING W/ STUDS INSTALLED ___ J` F= 1r –,rte I OPENING IN AT 16' 0/C FACTORY HARDBOARD SIDING TYPICAL TOP PLATE -ffl WALL FOR FIELD BELT RAIL. INSTALLATION CAULKING TYP. STUDS ATOF 16' O/C ELECTRICAL METER BASE, I FIELD INSTALLED HARDBOARD BATT ENTIRE VOID AREAS TO EREMOVE BE FILLED W/ MIN. R– FACTORY INSTALLED POLY–INSULATION. ETHYLENE SHEATHING\_ -Z' OR 'H' FLASHING II 1 � FIELD INSTALLED I II CAULKING HARDBOARD SIDING W/ 6d CORROSIVE RE– ENTIRE OPENING SHALL jj c n FIELD INSTALLED HARDBOARD SISTANT NAILS AT 6' O/C BE COVERED W/ POLY– I ii SIDING W/ 6d CORROSIVE FLOOR JOISTS EDGES AND FIELD. ETHYLENE SHEATHING DURING TRANSIT AND I ESISTANT NAILS AT 6' 0/C FIELD INSTALL AGES AND FIELD. HARDBOARD FIELD INSTALLED, —+SKIRTING REMOVED PRIOR TO –_ii-- ATTACHMENT OF T(p, BOTTOM BATTS g ' (MAY BE ONE PIECE) HARDBOARD. PLATE 24 C 8 B D E T A I L A WALL OPENING WALL CLOSE - UP NO c: TYP. STUDS AT 16' 0/C TYP. TOP PLATE FACTORY INSTALLED EXTERIOR SIDING ENDWALL STEEL WIRE 1' ALL FASTENERS COATED BY –T ill TYP. BLOCKING AT ALL EXTERIOR CLOSE–UP EXPOSED TO WEATHERFSHALLEBEFZINC HOT–DIP GALVANIZED ZINC. MECHANICALLY DEPOSITED MANU– II 11 111 I II GYPSUM BOARD JOINTS Typ, STUDS AT 16' 0/C ZINC OR ELECTRODEPOSITED ZINC. FASTENERS FROM ALUMINUM ALLOY WIRE OR OTHER II ILL 41 it ','1 II FIELD INSTALL 5/16' GYP. �– FACTURED NON–FERROUS ALLOYS EXPOSED TO THE WEATHER DO II x 111 II BD, W/ CONT. BEAD OF j NOT REQUIRE PROTECTIVE COATINGS j1 I III III p.V.A. GLUE AT ALL FRAM– II ING MEMBERS do ATTACH 1 1 ALL CLOSE–UP MATERIAL SHALL BE SUPPLIED BY THE 11 ID 11 1 I II W/ 3 f16"x1'x19* GA. STAPLEMANUFACTURER. 2. 'ol II I �� AT 6 0/C EDGES & FIELD I II AND NOT LESS THAN 1/4" p II III II FROM SIDES do ENDS Da II 11 1/2" GYP. BD. W/ 17'6 x 11' III tO 11 I II SCREWS .OR 5d COOLER FIELD INSTALL GYPSUM FACTORY INSTALLED III GYPSUM BOARD M III 1 11 NAILS OR .098 – SHANK x BOARD (MATCH EXISTING) n II 111 11 11' LONG x 19/64' HEAD PER DETAIL III – II RING SHANK NAILS AT (AT LEFT) IU III II II II 7' 0/C EDGES AND FIELD –LL -- ---w--- – �_ AND NOT LESS THAN 3/8" FROM EDGES do ENDS B _ TYP. BOTTOM PLATE 24 E INTERIOR ENDWALL CLOSE - UP D D E TAI L NO. 0042077 E* 3-31-20Qi CIVIL �11f OF CAUFO� "SET—UP INSTRUCTIONS WALL CLOSE-UP DETAILS DRAIN By D. HOLT ��12-22-94S-17 FLAT OUTLOOKERS 7/16 O.S.B. 2 x 6 OUTLOOKER 1 x 3 R.S. SCREEN (FACTORY INSTALLED x 6 R.S. FACTORY INSTALLED) MAIN UNIT STEP FLASHING (5- HIGH) 7/16 O.S.B. N FLAT OUTLOOKERS 1 x 3 R.S. ROOF CONNECTION PER �� 2 x 6 OUTLOOKER (FACTORY INSTALLED) DORMER TRUSS W/ VERTICALSCREEN WEBS O 16. O.C. pa �\ �7-WALL Z' CONNECTION PER ��J// y3 MAIN UNIT TRUSSES OVER—_TAG UNIT MAIN UNIT TAG LINR FLOOR CONNECTION PER TFACTORYS SET-UP MANUAL ,:�]\ MARRIAGE WALL INSTALLED) STEP FLASHING (5- HIGH) NTS 2:1 TRIPLE WIDE SECTION VIEW A ROOF CONNECTION JBI ROOF CONNECTION - DETAIL IC NOTES: oVESSio TOESCREW /10x4- SCREWS AT 24.O.C. ��V�05LPyF j l0 N0. C042077 2 x 6 FLAT MAIN UNIT TAG UNIT SIDEWALL E* ,j-31-2004 EXTERIOR WALL CIVIL fl or CALIo (2) 2 x 4'S SIMPSON A-35-S W/ 12 REVOW WALL STUD 8D x 1 1/2- NAILS um Mm BY Gaff INSTALLED ON SITE TO TOP AND MIDDLE OF TAG SIDEWALL TO MAIN UNIT i SIDEWALL INTERSECTION.' TAG ENDWALL JC. STUDS 0 16- WAUS TRIPLE WIDE AG 203L0.40 ; " INTERCONNECTION�TDE7AILS 60,90 PS 2:112:1 wAst BY m12/18/9aS-18 RAJHOMES ALL CONNECTION D ALT. WALL. CONNECTION E TAG UNIT DECK RAILINGtOADS,'j, DETAIL ALL � er a� A WA MwH 3/12/99 5-19 HOMES PORCH RAILING DETAIL FLOOR TIEDOWN SYSTEM GENERAL NOTES: 1. THE TIEDOWN SYSTEM SHOWN CONSISTING OF STEEL STRAPS, BUCKLES AND GROUND ANCHORS IS ONE ACCEPTABLE METHOD / CHASSIS OF ANCHORAGE. ALTERNATES TO THESE METHODS, MATERIALS, APPROVED 11E -DOWN STRAP WRAPPED �� / MAIN BEAM SPACINGS, ETC... MAY BE USED PROVIDED THEY MEET THE LOAD AROUND MAIN BEAM AND ATTACHED CAPACITY REQUIREMENTS SPECIFIED IN NOTE 2 BELOW AND ARE TO BUCKLE AND ANCHOR HEAD LISTED AND CERTIFIED BY A PROFESSIONAL ENGINEER PERDETAILS ITECT AND APPROVED BY THE LOCAL ENFORCEMENT AGENCY. i 2. ALL GROUND ANCHORS, STEEL STRAPS, AND CONNECTIONS SHALL APPROVED SUPPORT PIER FOOTING PER °BE � AT LEAST 3150 LBS RESISTINGLE OF PLUS 5OX OVER OAD (4725 LBS.) WITHOUT - FAILURE. ALL ANCHORING EQUIPMENT SHALL BE CERTIFIED BY A 6 -507 PROFESSIONAL ENGINEER OR ARCHITECT AS TO ITS CAPACITY H 1 TO RESIST THE FORCES SPECIFIED BASED ON ANGLE OF INSTAL - o 17 1 LATION AND SOIL TYPE IN ACCORDANCE WITH ASTM D3953-91, APPROVED STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL & SEALS. GROUND SOIL TYPE AT HOME LOCATION SHALL MEET OR EXCEED THE ANCHOR _ ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS. %--EMBED ANCHOR PER GENERAL NOTE 16. 3. HORIZONTAL WIND PRESSURE = 15 PSF. 12 4. NO PORTION OF THE TIE—DOWN EXTENDING BEYOND THE VERTICAL PLANE OF AN EXTERIOR WALL OF THE HOME SHALL BE ABOVE THE GROUND. T I E — D O W N D E T A I L A 1 5. ALL ANCHORING EQUIPT. EXPOSED TO WEATHER SHALL HAVE A WEAVE SUFFIC[ENT LENGTH OF TIE—DOWN STRAP THROUGH I TOP RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUAL TO \ B1 TOP SLAT OF BUCKLE THEN DOM MUCH THE BOTTOM / °�,j9 �� . SLOT OF THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS SLOT OF BUCKLE. THEN BACK UP THROUGH THE TOP BUCKLE, l��/// BUCKLE THAN 0.30 OUNCES PER SQ. FOOT OF SURFACE COATED. ALL SLOT OF THE BUCKLE FOR A SECOND TIME AS f ' SEE DETAIL MAINJ4AMSTEEL SHOWN N FIGURE B—i. 1� PER STRAPPING SHALL BE AT LEAST 1 1/4* NIDE z .035' THICK TYPE 1, FINISH B. GRADE 1 STEEL, do CERT. 8Y A PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING TO ASTM D3953-91 WRAP THE TIE—DOWN STRAP AROUND THE MAN BEAM 6. GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, BELOW FROST LINE, AND AT LEAST 12' ABOVE B2 THEN THROUGH THE TTX' SLOT OF THE BUCKLE FOR MAN BOTTOEMBEDDED THE THIRD TIME AS SHOWN N FIGURE B-2 THEN BEAM SLOT O THE WRIER TABLE. STABILIZER PLATES SHOULD BE INSTALLED EXTEND THE TIE—DOWN STRAP DOWN TO THE B_2 BUCKLEBUCKLE TO PROVIDE ADDED RESISTANCE. ANCHOR HEAD AND CONNECT PER DETAIL LLCHOR 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 TIE—DOWN OR tiIIIE;. R IS IMPORTANT TO REMOVE ALL SLAC( FROM STRAP ALTERNATIVE SYSTEM THAT MEETS THE DESIGN UVE LOAD REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY, THE LOAD THE SYSTEM AROUND THE MAN BEAM ASSEMBLY. TO PROTECT STRAPS AGAINST SHARP CORNERS OF I—BEAM, CAPACITY REQUIREMENTS IN NOTE 2 ABOVE, AND IS SIGNED BY CUT A PIECE OF STRAPPING TO WRAP AROUND THE I—BEAM B-1 A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM BEFORE THE TOM STRAP IS WRAPPED AROUND THE BEAM. USED MUST BE COMPATIBLE WITH THE GOLDEN WEST HOMES — LONGITUDINAL FLOOR CONSTRUCTION. TIE — DOWN STRAP T O MAIN BEAM DETAIL B pypcFSfto o C1 C2 C3 C4 ion INSERT THE TENSION BOLT INTO USE A 15/16' SOCKET OR OPEN END TO HOLD BOLT UNDER TENSION WHILE REPOSITIONING ONCE FULLY TENSIONED, ALIGN Eq' Ili== THE ANCHOR HEAD AND ATTACH WRENCH TO MAKE AT LEAST FOUR THE 15/16' SOCKET OR WRENCH, PLACE AN OPEN END THE SQUARE NECK OF THE BOLT CIVIL THE NUT LOOSELY. THEN INSERT COMPLETE TURNS ON BOLT UNTIL WRENCH ON THE 5/B' SQUARE SHOULDER OF THE BOLT. WITH SQUARE HOLE IN ANCHOR �I?OFCAITO� THE STRAP INTO THE SLOTTED STRAP IS TUAT. THEN REPOSMON THE 15/16- SOCKET OR WRENCH TO HEAD AND TIGHTEN THE HEX NUT. MANO TYPICAL SHANK OF THE TENSION BOLT FACILITATE THE FINAL TENSIONING. THIS WILL DRAW THE TWO TO— 20 PSF AS SHOWN. AFTER STRAP IS OMER AND LOCK THE SYSTEM TIE—DOWN INSERTED T19 mm THE SLOT, INTO ITS FINAL POSTIONL DETAILS 30PSF 40 PSF — BEND IT UP AT W?. WAN Erc D. HOLT DA1E 5-23-95 S_ .Z O e TI E — DOWN STRAP TO G R 0 U N D ANCHOR DETAIL CaflsDerllA 011[11-25-99 LONGITUDINAL TIE DOWN BRACKET IS INSTALLED IN PLANT. ALT BRACKET MAY BE INSTALLED ON SITE PROVIDED THAT THE CAPACITY IS RATED FOR 3150 LBS WORKING LOAD AND INSTALLED PER BRACKET MANUFACTURE'S ENUWALL INSTRUCTIONS. FLOOR 1-BEAM INSTALL ONE. I / APPROVED TIE- DOWN STRAP AT EACH END OF EACH FLOOR SECTION H 45 DE MAX 0 W APPROVED ANCHOR WITH ANCHOR TO BE IN LINE WITH STRAP SINGLE TENSIONING HEAD UNLESS APPROVED STABILIZER PLATE OR COLLAR IS INSTALLED FOR 45' MAX. ANGLE, 'W' MUST BE GREATER OR EQUAL TO W. INSTALLATION OF LONGITUDINAL TIE DOWNS USE (1) LONGITUDINAL ` TIE DOWN AT EACH END OF EACH SECTION PLAN VIEW A SECTION 8 SECTION 6'-9' a 4'-6 C SECTION rA 9'-O L— s'-O. A I B C I — — — — — — — — — — —J I J rh S � EI-4 MAX 'A' 'B' 'C' 13'-6' — i SINGLE WIDE DOUBLE OR TRIPLE WIDE LONGITUDINAL TIE DOWN REQUIREMENTS QROFESSIop� MAIN 1-BEAM BRACKET IS /yf� 11ga. STEEL MIN. ��5`�SEP/%�'j 3'—_ O N0. 1 1/2' C042077 Exp. 3-31-2004 FULL WIDTH E TA THICKNESS OF AE(MIN). ATE CIVIL �� R� OFCAUFO LONGITUDINAL T1EDOWN STRAP BRACKET DETAIL 1.L LONGITUDINAL REFER TO NOTES ON PAGE S-20 FOR STRAPPING AND ANCHORING SPECS. TIEDOWN REQUIREMENTS ORApN 81f. TM WO ZONES ..pN DATE. 11/29/99 1 Only REV: ROMPS PULL BACK FACTORY INSTALLED FELT INSTALL SHINGLES UP TO RIDGE WITH (4) STAPLES NSTALL RIDGE SHINGLES OVER, TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAYERS FELT, FIELD OR NAILS PER SHINGLE RIDGE BEAM WITH BOLTING. WHEN FINISHED INSTALL 30 GA. INSTALLED OVER AND (1) STAPLE OR, GALV. METAL OR PLYWOOD ACCESS EXTENDING 6' MINIMUM NAIL ON EA. SIDE STRIP OVER HOLES. ROLL FELT BACK EACH SIDE OF RIDGE BEAM AS SHOWN TO RIDGE JOINT AND ATTACH WITH STAPLES OR NAILS. S. fXP FACTORY INSTALLED` FOR FASTENING SHINGLES USE SHINGLES ' ��` 1l'x12 GA. GALV. ROOFING NAILS OR 1•xt'x16 GA. STAPLES (2) LAYERS FELT, FIELD INSTALLED AND EXTENDING 6• FIELD INSTALL RIDGE SHINGLES , OVER RIDGE OVER MATING JOINT, SAME AS OVER RIDGE BEAM • BE _ FIELD INSTALLED FELT OVER JOINT PULL BACK . FACTORY INSTALLED FELT 36' WADE, 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 2. 24 ROOF CLOSE - UP DETAILS TAG WITH STANDARD GABLE lAl N0. C042077 �t Eip• CIVIL OFCAUFO� ° ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE BY D. HOLT "12-27-94 S" 30 ®OF • BE EMBEDDEDFIRMLY -�-,,_JN PLASTIC ASPHALT '000 CEMENT • II � � II� PULL BACK . FACTORY INSTALLED FELT 36' WADE, 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 2. 24 ROOF CLOSE - UP DETAILS TAG WITH STANDARD GABLE lAl N0. C042077 �t Eip• CIVIL OFCAUFO� ° ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE BY D. HOLT "12-27-94 S" 30 PULL BACK FACTORY INSTALLED FELT INSTALL SHINGLES UP TO RIDGE WITH (4) STAPLES INSTALL RIDGE SHINGLES OVER TO EXPOSE ACCESS FOR RIDGE BEAM OVER RIDGE BEAM LAYERS FELT, FlEID OR NAILS PER SHINGLE RIDGE BEAM HATH BOLTING. WHEN FINISHED INSTALL 30 GA. IN INSTALLED OVER AND STAPLE OR GALV. METAL OR PLYWOOD ACCESS EXTENDING 6' MINIMUM NA NAIL ON EA. SIbE STRIP OVER HOLES. ROLL FELT BACK EACH SIDE OF RIDGE BEAM AS SHOWN TO RIDGE JOINT AND ATTACH WITH VALLEY ROLL ROOFING STAPLES OR NAILS. (BOTTOM 12" TO BE LOOSE Exp FACTORY INSTALLEDFORS• AND NOT NAILED DOWN) �gFASTENING SHINGLES USE SHINGLES ��`` 11'x12 GA. GALV. ROOFING PULL BACK FACTORY NAILS OR 1"x1'xt6 GA. STAPLES INSTALLED FELT (2) LAYERS FELT, FIELD SITE APPLIED SHINGLES UNDERLAYMENT TO EXPOS INSTALLED AND WOVEN OVER THE VALLEY AS ACCESS FOR RIDGE BEAM EXTENDING 6' OVER RIDGE ' _ FIELD INSTALL RIDGE SHINGLES 140. CD42D77 E* k1Lm CIVIL OF CAl1F0� 0RA116 ROOF CLOSE-UP APPLICATIONS ALTERNATE VALLEY MAN BY D. HOLT °"`12 -2B -s4 S-31 OVER MATING JOINT, SAME AS OVER RIDGE BEAM FIELD INSTALLED FELT OVER JOINT ROLL ROOFING FACTORY INSTALLED VALLEY ROLL ROOFING (BOTTOM 12" TO BE LOOSE AND NOT NAILED DOWN) PULL BACK FACTORY INSTALLED FELT 36' WIDE, 50# MIN. ROLL ROOFING SITE APPLIED SHINGLES UNDERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY, (4) STAPLES OR WOVEN OVER THE VALLEY AS ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE SHOWN. ATTACH EACH SHINGLE BOLTING. WHEN FINISHED INSTALLED ROLL ROOFING 12' AS SHOWN WITH (.4) STAPLES OR NAILS INSTALL 30 GA. GALV. METAL OR AND FULLY CEMENTED AT LAP. INSURING THAT NO NAIL IS HATH PLYWOOD ACCESS STRIP OVER INTERWEAVE FIELD INSTALLED SHINGLES IN 6' OF CENTER OF VALLEY 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 2.v STAPLES OR NAILS. AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE - UP DETAILS ALTERNATE VALLEY lAl 140. CD42D77 E* k1Lm CIVIL OF CAl1F0� 0RA116 ROOF CLOSE-UP APPLICATIONS ALTERNATE VALLEY MAN BY D. HOLT °"`12 -2B -s4 S-31 FACTORY INSTALLED SHINGLES FIELD INSTALL — (FE2) LAYERS OF L UNDERLAYMEN 15 FULLY CEMENTED BETWEEN LAYERS WITH PLASTIC PULL BACK FACTORY LIFT FIRST COURSE OF THE FACTORY VENT FLASHING - GALV. REMAINDER OF THE SHINGLE COURSES INSTALLED FELT TO EXPOSE ACCESS FOR INSTALLED SHINGLES TO FACILITATE THE METAL OR MINIMUM 508 ROOFING MATERIAL OR SHALL BE LAID . OVER UPPER PORTION EAVE CONNECTIONS AND FELT OVER EAVE INSTALLATION OF VENT FLASHING AND TYPICAL APPROVED ROOF JACK. OF THE VENT FLASHING FLANGE 5/16' MINIMUM INTER -WEAVING WITH EAVE SHINGLES 3/8" SHEATHING (GRAIN PERPINDICULAR FROM THIS POINT END OF FASCIA) I AS SHOWN PLYWOOD A D D — 0 N E A V E 1$' MSN MAXIMUM MAXIMUM SHEATHING ADD—ON EAVE INSTALLATION TABLE 1 '3 LEDGER Na 8x2 No. 8x2 No. 8x2 SCREWS A No. 8x2 EWS PERIMETER, EDGES, AND FIELD. I UNROOFED PORTION W/ POLYETHYLENE �� COVER FOR TRANSIT AND STORAGE. DRIP EDGE PER SHINGLE MFR'RS. �� x CONNECTION SCREWS AT 8'0 C SCREWS AT 8'0/C AT 8"0 C AT e'O C'0 C k2WOOD ASPHALT CEMENT -� MOULDED AROUND PIPE AT FLASHING CONTACT SURFACE. (ALT: RUBBER GASKET) ASPHALT CEMENT FIELD INSTALL EAVE SHINGLES ---r STARTING AT BOTTOM AND WORKING METAL DRIP EDGE TOWARD FACTORY INSTALLED SHINGLES DIRECTLY ON DECK WITH (4) FASTENERS PER SHINGLE PER MFR'S. INSTALLATION INSTRUCTIONS R 0 0 F CLOSE UP APPLICATION S / VEN_T HOLD ROOF SHEATHING AND SHINGLES SHINGLES AND UNDERLAYMENT BACK FROM OUTSIDE FACE OF SIDEWALL NOTES: TEN SHINGLES W/ IN 12 GA.SHINGLES GALV ROOFING NAILS OR 1'x 1'x 20 PSF THAT OVERLAY THE FLANGE TO BE FIRMLY ROOF LOAD 40. PSF 16 GA. STAPLES. - SHINGLES SHALL BE CLASS "C' 80 PSF EMBEDDED IN PLASTIC ASPHALT CEMENT. 2c' WIND RESISTANT OR BETTER 3. 16' 3/8" SHEATHING (GRAIN PERPINDICULAR FROM THIS POINT END OF FASCIA) I 12 1 P E A T A D D — 0 N E A V E A MAXIMUM MAXIMUM MAXIMUM MAXIMUM ADD—ON EAVE INSTALLATION TABLE HOLD ROOF SHEATHING AND SHINGLES SHINGLES AND UNDERLAYMENT BACK FROM OUTSIDE FACE OF SIDEWALL 20 PSF 30 PSF ROOF LOAD 40. PSF 60 PSF 80 PSF 10';. EXTEND UNDERLAYMENT OUT 24' TO 16' 16' 3/8" SHEATHING (GRAIN PERPINDICULAR FROM THIS POINT END OF FASCIA) I MAXIMUM EAVE PROJECTION 24' MAXIMUM 24' MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM TO TRUSSES) W/ 6d NAILS O 6' O/C RA I AND FOLD BACK FOR TRANSIT. PROTECT AN 1 '3 LEDGER Na 8x2 No. 8x2 No. 8x2 SCREWS Na 8x2 SCREWS No. 8x2 EWS PERIMETER, EDGES, AND FIELD. I UNROOFED PORTION W/ POLYETHYLENE �� COVER FOR TRANSIT AND STORAGE. DRIP EDGE PER SHINGLE MFR'RS. �� x CONNECTION SCREWS AT 8'0 C SCREWS AT 8'0/C AT 8"0 C AT e'O C'0 C k2WOOD 1 x 4 RAIL 3) 7 16 x 1.75'x15GA 1.�5"xI5GA 3 7 16 x 3 7 16 x 1. 5'x15GA (3 No. 8xa 2 WOOD SCREWS e) SCREWS INSTALLATION INSTRUCTIONS 1 �� TRUSSES O 16' 0/C 1 24' 0/C FOR 20 PSF ROOF ONLY) (ALT: 1 x 3 LEDGER TO RAFTER RAIL I I CONNECTION STAPLES STAPLES STAPLES 2 x 6 EAVE 24' 0/C 16' O/C MAXIMUM 16' O/Crl6' MAXIMUMAXIMUM O/CO/CBLOCKS MAXIM M FASTENED PER TABLE AT RIGHT 1 - FAS N SHINGLES W/ 1� x 12 GA. 1 x 4 RAIL FASTENED TO IGALV ROOFING NAILS OR 1'x 1x BLOCK SPACINGMAXIMUM PER TABLE AT RIGHT 1 16 GA. STAPLES. 1" x 24 GA. STRAP O EA. BLOCK - SHINGLES SHALL BE CLASS 'C'O Q0.pFfSSIOy� W/ (7) 7/16' x 1' x 16 GA STAPLES I WIND RESISTANT OR BETTER EACH END OF STRAP �� 1 x 6 MINIMUM RAFTER RAIL�c S�� SOSEPli QQ� Ij fp 2 x 8 FASCIA TO BLOCK W/ (3) 16d NAILS SIDEWALL 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 - 0 N E A 7E D E T A I L 2 x 4 BLOCKS BETWEEN EAVE BLOCKS EAVE, AND 240/CT(EVERIRD BYABAY) FOR 24" EAVES. FASTEN 2X6 EAVE BLOCKS TO EACH END OF 2X4 BLOCKS W// (2) 16d END OR TOE -NAILED. FASTEN (ON-SITE) 2X4 BLOCKS TO 1 x 3 LEDGER WITH (3) 88 X 2\" WOOD SCREWS. NO. 0042077 \ Eq.3-31-M DUIM ROOF CLOSE—UP APPLICATIONS 30 PSF 40 PSF 'ADD—ON EAVE 60 PSF 80 PSF 8 oaA.i er D. HOLT DhZ 2-8-95 S-35 B Muni er - °AZ - AFTER RIDGE BEAM BOLTING PROCEDURE IS COMPLETED, FIELD INSTALL (2) LAYERS OF FELT OVER & EXTENDING 6' MINIMUM EACH SIDE OF RIDGE BEAM FACTORYYINSLAYERS TALLED 15 FELT FACTORY INSTALLED -- SHINGLES FACTORY INSTALLED VENT PIPE VENT FLASHING - GALV. METAL OR MINIMUM 50¢ ROOFING MATERIAL HOLE TO BE CUT FIELD INSTALL RIDGE SHINGLES PER DETAIL AND HOLE MAY BE CUT IN RIDGE SHINGLE FOR VENT PIPE LAYERS FOR VENT PIPE AS REQUIRED ASPHALT CEMENT SHINGLES THAT OVERLAY MOULDED AROUND PIPE AT THE FLANGE TO BE BEDDED FLASHING CONTACT SURFACE. IN PLASTIC ASPHALT CEMENT. (ALT: RUBBER GASKET) 1� 2. 12 ROOF CLOSE - UP APPLICATIONS VENT PIPE AT RIDGE DETAIL A NOTES: 1. THE ABOVE INSTALLED A�NONAMATI GERID ES.AY BE FACTORY \51��yQ O EPF��^ 2. SHINGLES SHALL NOT BE INSTALLED ON A ROOF HAVING�P� Ij0� A SLOPE LESS THAN 2' IN 12' UNLESS THE MANUFACTURER NO. WARRANTS THE SHINGLE FOR A LESSER SLOPE. 0042077 3. SHINGLES ARE TO BE CLASS 'C' WIND RESISTANT OR BETTER. 3-31-2004 4. FOR FASTENING SHINGLES, USE 1 1/4'x 12 GA. GALV. CIVIL ROOFING NAILS OR 1'x 1'x 16 GA. STAPLES. orCAU ROOF CLOSE-UP APPLICATIONS VENT PIPE AT RIDGE - DRAIN BY D. HOLT DAR 12-26-94S-40 SITE INSTALLED CHASE NOTES: EXTENSION, CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM 1 TEN FOOT RULE SUMMARY i �e O HEIGHT REQUIREMENTS REFER THE MINIMUM CHIMNEY HEIGHT ABOVE THE ROOF IS SPECIFIED TO FIREPLACE MANUFACTURERS BY ALL MAJOR U.S. BUILDING CODES. IF THE HORIZONTAL INSTALLATION INSTRUCTIONS AND DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK OF THE THE TEN FOOT RULE. SEE NOTES ROOF IS- LESS THAN 10 FFET, THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FEET ABOVE THE PEAK OF THE ROOF PER AT RIGHT OF SHEET. FIG A—A BELOW. IF THE DISTANCE FROM I �I— 1 HORIZONTAL THE _ I CHIMNEY EDGE TO THE PEAK IS GREATER THAN 10 FEET, A �'4�. gam' �'' �; CHIMNEY HEIGHT REFERENCE POINT IS ESTABLISHED ON THE ROOF SURFACE 10 FEET HORIZONTALLY FROM THE CHIMNEY EDGE. THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FEET ABOVE THIS REFERENCE POINT PER FIG. B—B BELOW. IN ALL CASES THE CHIMNEY CANNOT BE LESS THAN 3 FEET ° ABOVE THE EDGE OF THE ROOF AT THE EGDE OF THE CHIMNEY. s e • 10-0' CHIMNEY LESS PEAK OF ROOF o• I FACTORY INSTALLED EXTERIOR ROOF FIREPLACE CHASE. (13'-6' MAX. TRANSPORTATION HEIGHT) FOR SITE—BUILT CHASE FOLLOW FIREPLACE MANUFACTURERS FIGURE A—A INSTALLATION INSTRUCTIONS. CHIMNEPE 10'-0' PEAK OF ROOF 32EXTERIOR ROOF IGURE B -B FIREPLACE A SITE INSTALLED CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS �'"""""'" 2. THE 2' IN 10' RULE IS NECESSARY IN THE INTEREST OF SAFETY INSTALLATION INSTRUCTIONS AND i�"' AND DOES NOT INSURE SMOKE—FREE OPERATION. TREES, THE TEN FOOT RULE. SEE NOTES I I BUILDINGS, ADJOINING ROOF LINES, ADVERSE WIND CONDITIONS, AT RIGHT OF SHEET. ETC..., MAY REQUIRE A TALLER CHIMNEY TO DRAW PROPERLY. ib. ter. ,r QROEESSIO,y� ., s •,� e �� t4� DOSE Pl �l0 `4�\ydQ FACTORY INSTALLED CHIMNEY THROUGH ROOF WITH ROOF NO. FLASHING (13'-6' MAXIMUM 0042077 TRANSPORTATION HEIGHT.) * E* _-31-m CIVIL flArfOr CAUFO�� °RA"0 "SET—UP INSTRUCTIONS" FIREPLACE CHIMNEY INSTALLATION _ DRAM By D. HOLT DAN12-29-94 S-41 INTERIOR FIREPLACE B EXTERIOR WALL OPTIONAL, GARAGE HOME OF MANUFACTURED 5/8' TYPE 'X' GYPSUM BOARD MAY BE APPLIED TO EXTERIOR OF HOME MANUFACTURED HOME AT GARAGE AREA ONLY W/ 6d COOLER OR 'W SITE CONSTRUCTED EXTERIOR SIDING WALLBOARD NAILS 11' BUGLE HEAD TYPE SCREWS AT OF MANUFACTURED HOME F CONNECT WASHER/ DRYER 7' 0/C EDGES AND FIELD. (5/8' GYP. BD. APPLIED TO EXTERIOR ONE-HOUR FIRE WALL UTILITIES AS REQUIRED OF HOME SHALL BE COVERED W/ MINIMUM 3 MIL POLYETHYLENE " 1 PER SHEATHING TO PREVENT DAMAGE FROM THE ELEMENTS DURING REMOVE ACCESS tl COVER TO SANITARY 11 REMOVE ACCESS COVER TRANSIT AND SET-UP. TEE AND FIELD 14,- OVER WATER LINES, ELBOW OFF OF FACTORY I�-- --------------------- I INSTALL WASHER TRAP ARM, II INSTALLED I I LINES AND I I 'P"-TRAP AND rr FIELD INSTALL HOT AND I I II DOOR BETWEEN HOUSE AND II STANDPIPE T 11 I COLD HOSE BIBBS FOR I I II I WASHER II GARAGE SHALL BE MINIMUM I I I If 1 3/8' THICK SOLID WOOD OR �I I I I I I I FACTORY INSTALLED I� LISTED 20 MINUTE FIRE DOOR �`j� OPTIONAL SITE-BUILT II I WATER LINES I WITH SELF CLOSER. I I I ENTRY IN THIS AREA II I I II IIII PER DETAIL FACTORY INSTALLED it li ALL WALLS ADJACENT II - WASTE LINE. SANITARY �+�-�- ANDVENT THROUGH tl I TO HOME SHALL BE OF I j jl ONE HOUR FIRE RESISTIVE II CONSTRUCTION PER LOCAL II a I1NSTALLED II ENFORCEMENT AGENCY I I � II/�-L JUNCTION SITE-BUILT WALLS i o FIELD INSTALL WIRING fit, 1BOX) FROM FACTORY 1 II N INSTALLED "J"-BOX il_ I II II TO WASHER AND/OR II I LR DRYER RECEPTACLEif I I� SITE - BUILT GARAGE �I if iIEXTEND FACTORYII II INSTALLED GAS I I PIPE AND FIELD II II INSTALL SHUT-OFF II I I I I`-- ---�I VALVE AS IIREQI FACTORY �r-�� — INSTALLED NOTE" GARAGE SHALL BE SITE GASUDRYERIRED 1 �I GAS LINE CONSTRUCTED PER REQUIREMENTS ++ OF THE LOCAL ENFORCEMENT NOTE, AGENCY. VERIFY ALL MINIMUM ALL FIELD INSTALLED ELECTRICAL, GAS, WASTE AND WATER 24'-0' MAXIMUM SIZES AND CLEARANCES WITH LINES SHALL CONFORM TO THE REQUIREMENTS OT THE LOCAL LOCAL ENFORCEMENT AGENCY. ENFORCEMENT AGENCY. 48 8 PLAN VIEW SITE - BUILT GARAGE JA UTILITY CONNECTIONS IB OPENING TO NOTES: EXTERIOR WALL OF MANUFACTURED MANUFACTURED W -HOME 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE HOME INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME�� V?MESSIO& (FREE STANDING). �S~�SOSEPy4r. A Y I FIELD I ELTR 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE AND/OR yc O t III INSTALLED W ENTRY IS SUBJECT TO THE APPROVAL OF THE LOCAL No N0. If "I"ENTRY ENFORCEMENT AGENCY. 77 ALL WALLS ADJACENT DOOR TO HOME SHALL BE OF ll 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE/ENTRY BE * k ONE HOUR FIRE RESISTIVE INSTALLED AS PART OF THE ORIGINAL INSTALLATION. Ems. 3-31-2004 CONSTRUCTION PER LOCAL ENFORCEMENT AGENCY II a 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL CIVIL �IfEOf NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. CAL1E0� DOOR BETWEEN HOUSE AND ENTRY/GARAGE SHALL BE SITE 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS), GARAGE SHALL BE MINIMUM CONSTRUCTED PER APPROVAL ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. 'R'm "SET-UP 1 3/8' THICK SOLID WOOD OR OF THE LOCAL ENFORCEMENT LISTED 20 MINUTE FIRE DOOR AGENCY. VERIFY ALL MINIMUM .INSTRUCTIONS" SITE BUILT WITH SELF CLOSER. SIZES AND CLEARANCES WITH GARAGE / ENTRY LOCAL ENFORCEMENT AGENCY. 0R1�'� D. HOLT °Ah01-03-95 S--j0 PLAN VIEW SITE - BUILT ENTRY AT GARAG SITE -BUILT 'CALIFORNIA' GARAGE GABLE TRUSS OR CONVENTIONAL 2 x 6 DF #2 CONT. 2 x 3 MIN RIDGE ROOFING MATERIAL, OVER (2) LAYERS SUPPORT PURLINS TYPE 15 FELT (OR EQ.). OVER 5/16' OR FILL FRAMING OVER FRAMING RIDGE BOARD AT 48" O/C (BEYOND) 3/8" COX PLYWOOD 24/0 INDEX WITH MANUFACTURED HOME FACE GRAIN PERPENDICULAR TO 5/8" TYPE "X" GYP. SIMPSON "LU26' - FRAMING W/ 6d NAILS AT 6" 0/C EDGES, BD. FLOOR TO JOIST HANGER 12" 0/C FIELD., ROOF SHEATHING VALLEY SHINGLE APPLICATIONS INSTALL PER OR t I I ROOF UNE OF O Fr- _______ _________ _=�i I I MANUFACTURED HOME 11 I 11 2x3 FLATS AT 24" O/C a 11 11 w o 0 11 i' 2x4 RAFTERS m s II F- - - - - - - - c -------------- I� GARAGE TRUSSES AT 24' O/C OR CONVENTIONAL T 2x3 SUPPORT POSTS i7 11 I "CAUFORNIA" FRAMING L ANY PASSAGE DOOR AT 40" O/C MAX. ALONG 11 FILL II FROM HOUSE TO GARAGE SHALL BE 1(', EACH 2x4 RAFTER . - 1 FRAMING PER I 1 SOUD WOOD OR LISTED 20 MINUTE 0 11 11 FIRE DOOR W/ SELF CLOSER 16 °i 11 __________ _J_ SECTION CALIFORNIA FILL B ROOFING MATERIAL, OVER (2) LAYERS 2 x 6 OF #2 CONT. RIDGE BOARD I �n I 1 I W w 1 I ALL WALLS ADJACENT TO TYPE 15 FELT (OR EQ.), OVER 5/16" OR < I I 1 MANUFACTURED HOME 3/8" COX PLYWOOD 24/0 INDEX WITH (3) 12d NAILS TOE -NAILED I SHALL BE OF ONE-HOUR FACE GRAIN PERPENDICULAR TO AT EACH RAFTER TO RIDGE I I I CONSTRUCTION PER LOCAL FRAMING W/ 6d NAILS AT 6" O/C EDGES, 1 SITE = 1 M R j I ENFORCEMENT AGENCY. 1 FOR ADDITIONAL 12" O/C FIELD., (4) 10d NAILS OR (6) 7/16'x 2\"x SUPPORT 1 I 1 INFORMATION SEE 16 GA. STAPLES FROM 2x3 w I I AT 24"4" 0/C POST TO 2x4 RAFTER I I 1 ----- ---- :7 2x4 RAFTERS 2x4 RAFTERS AT 24' 0/C AT 24" 0/C LENGTH VARIES GARAGE • SHALL BE SITE 2X3 MIN SUPPORT P03TS (2) 10d NAILS OR (5) 10d SITE -BUILT GARAGE CONSTRUCTED PER THE AT 40" O/C MAX. ALONG 3 7/16"x 2\"x 16 NAILS REQUIREMENT'S OF THE EACH 2x4 RAFTER GA. STAPLES (TYPICAL LOCAL ENFORCEMENT2 x 3 MIN RIDGE (TOE -NAILED) EA. END) AGENCY. SEE NOTE 1. SUPPORT PURLINS �3312d NAI\'OR76 AT 48" 0/C 128 GA. STAPLES TOE -NAILED) 14 PLAN VIEW SITE — BUILT GARAGE A . ELEVATION CALIFORNIA FILL FRAMING 1C 5/176 OR 3/8- COX PLYWOOD UNDERLAYMENT NOTES* ROOF SHEATHING 24/0 6d NAILS AT 6' 0/C ROOFING MARTERIAL 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME paOfE �!F EDGES, 12" 0 C / — — — (FREE STANDING). SEP CEO f FIELD \5��JOEPy `�P j0� (4) tOd 2. THE DESIGN' AND CONSTRUCTION OF THE GARAGE 2X4 RAFTERS NAILS OR IS SUBJECT TO THE APPROVAL OF THE LOCAL NO. AT 24' 0/C (6) 7/16% ENFORCEMENT AGENCY. 0042077 2X6 OF 9 2 \'x 16 GA. TAPLES 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE BE RIDGE BOARD INSTALLED AS PART OF THE ORIGINAL INSTALLATION. Fv. 3-31-2M4 2 10d NAILS OR 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL CIVIL X411 7/16"x 2\"x 16 GA.NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. OF CAL140�� STAPLES�ROOFE (TOE -NAILED) OF MANUFACTURED HOME 5. OPENINGS .FROM THE GARAGE (INCLUDING PASSAGE DOORS), ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. 20 FLAT 2x3 SUPPORT POSTS 0RA1�'� "SET—UP INSTRUCTIONS" 0 � O AT 40" C MAX. ALONG SITE—BUILT 2 EACH 2x4 RAFTER GARAGE 30 PSF a 8 HOMES CRAM BY D. HOLT WE 1-5-95 FSW BY DATE1125 99 S- 55 ATTACHMENT DETAIL D LENGTH VARIES GENERAL NOTES 12' 8'-0" 8'-0" 8'-O' 12" A. THE HOMES' INSTALLATION MANUAL MUST CONTAIN A LETTER MA AX. SIGNED BY GOLDEN WEST HOMES' QUALITY CONTROL MANAGER VERIFYING THAT THE HOME (IDENTIFIED BY SERIAL NUMBER) 18" SQUARE x 12' DEEP a HAS BEEN CONSTRUCTED TO ALLOW AN AWNING OR MINIMUM CONCRETE w CARPORT ATTACHMENT. FOOTING (TYPICAL---- _________ ___ __ _ __________ B. ROOF LIVE LOAD - 30 PSF MAXIMUM AT EACH POST) 4x8 DF I2_HDR , 4x8 DF C2_HDR C. ALL ACCESSORY COVER CONSTRUCTION SHALL COMPLY WITH ROOF LINE OF (TYPICAL) (TYPICAL) I LOCAL REQUIREMENTS AND THE 1991 EDITION OF THE UNIFORM BUILDING CODE. CONSTRUCTION AND MATERIALS FOR SUPPORT ACCESSORY COVER I I PIERS/PADS SHALL COMPLY WITH STATE CODES FOR I N o: Q� py I MANUFACTURED HOMES. ROOF LINE OF THE MANUFACTURED HOMEI + D. ALL FASTENERS FOR ACCESSORY COVER SHALL BE GALVAN- IZED AND/OR AS REQUIRED BY THE LOCAL BUILDING OFFICIAL. SIDEWALL OF THEI .- I CROSS - SECTION KEY NOTES MANUTACTURED I HOME I w I o 01 2x6 CONTINUOUS LEDGER ATTACHED TO MANUFACTURED I o a I I HOME 2x8 FASCIA WITH No. 8 x 3" GALVANIZED WOOD SCREWS AT 4. O/C STAGGERED. I 1 cy I 0 SIMPSON "U26" JOIST HANGER (OR EQUAL) AT EACH RAFTER. — — — — — — — - — J- — — — — — — — — — — — — — — Q3 APPLY 2x6 BLOCKING BETWEEN RAFTERS AT EACH RAFTER I o BAY OVER 4x8 HEADER. ENDN((AIL OR TOENAIL EACH END OF w BLOCKING TO RAFTERS A ND OENAIL or BLOCKING TO HEADER WITH t8d) NAILS AIT 6LS O/C. PROVIDE PERIMETER o I �i' � um .<2:) 1/2' APA RATED CCX PLYWOOD (24/0) SHEATHING APPLIED SUPPORTS AT 5'-0' O/C PER DRAWING�Fp'J\'f a W Z a W/ FACE GRAIN PERPENDICULAR TO FRAMING NTH 8d GALVANIZED BOX NAILS AT 6' 0/C EDGES AND FIELD. T w I a STAGGER ENDS BETWEEN ADJACENT COURSES. EDGE -NAIL w PLYWOOD TO 2x6 LEDGER AND 2x6 BLOCKING ABOVE HDR. Tp 110 2 48 0 APPLY COMPOSITION ROOFING SHINGLES AND UNDERLAYMENT IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. START AT ACCESSORY STRUCTURE FASCIA AND WORK TOWARD AND INTER -WEAVE W/ FACTORY P L A N O F A C C E S .S 0 R Y C 0 V E R JA 16' 12'-O' MAXIMUM 16' INSTALLED SHINGLES USING PROPER HEADLAP. MAXIMUM' 7 MAX. © PERIMETER SUPPORT FOOTINGS: FOR 1500 PSF SOIL USE 1 (1) 16"x 16"x 4" THICK PAD UNDER EA. SET OF BLOCKS. FOR ��_�_-moi_ 5 1000 PSF SOIL USE (2) 16'x 16'x 4' THICK PADS UNDER EACH z'�zie�-��r 12 SET OF BLOCKS. o== MIN. 3 4 ( 2x6 DF No. 2 RAFTERS AT 16" O/C �I ® SIMPSON H4 FROM EACH RAFTER TO 4x8 HEADER I' 3 �I I 2 0 SIMPSON "PC44" POST CAP (OR EQUAL) EA. POST TO HEADER. MANUFACTURED 10 4x8 DF No. 2 HEADER/BEAM HOME FASCIA 7 11 4x4 P.T. DF POSTS AT 8'-0' O/C MAXIMUM SPACING T'u�f SIDEWALL OF THE MANUFACTURED HOME TA__ 81Q 10 SIMPSON "PB44" POST BASE (OR EQUAL) AT EACH POST _�_-- CHASSIS PIER SUPPORTS P R DRAWING - FACTORY INSTALLED HARDBOARD SIDING CONC. BLOCK SUPPORT =SEE CROSS SECTION KEY NOTES ABOVE RIGHT AT9�pQ 9 11 FESSIO \S�jOSEPi jjo NO. //uF1 PIERS AT 5'-0' 0/ C C042077 6 PER DETAIL FOOTING A 12 T 77 EACH POST =..'�4 CIVIL � ,.BMW 0FCAUFO' '�� • +i'mmewN BRA�16 ROOF LOADS 18' SQ. 30 PSF 1s' ACCESSORY COVER fs WAN Br. D. HOLT ahs -25-95 5-60 ACCESSORY COVER CROSS — SECTION BW;—mien — DAM — 4 4 12 6 A 5 4 8 4b 7 2 8 C 3 E �0 EPyFj� N0.3 77 O� � iv2oiDo LISTED HINGED fr CIVIL Arf OF CALM TRUSSES AT 16' O.C. (FACTORY INSTALLED) 12 ROOF SECTION AT TRUSS PROFILE FOR TRIPLEWIDE B �4; 4# 8 LEGEND, SITE INSTALLED ITEM —SEE SHEET "SITE 12 6 5 j j 5 INSTRUCTIONS FOR HINGE ROOFF CLOSE OFF'. FACTORY INSTALLED ITEM — SEE SHEET S-63 EEI—'FACTORY INSTALLED NOTES'. A. GENERAL NOTES: m 6 1. FOR HOMES WITHOUT 'ALTERNATE CONSTRUCTION' APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. C 2 7 2. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 3 E 3. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH AS SHINGLES, SHEATHING, RIDGE BOARD, FASCIA, OUTLOOKERS, BOLTS, ATTIC VENTS, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. 1 eEx9ows in I Fan IN DALE MSW 11/17 D B LISTED CATHEDRAL 1 1/2'x24' RIDGE BEAMS WAM HINGED ROOF CLOSE—OFF MPanufactudng, NmL TRUSSES AT 16' O.C. (FACTORY INSTALLED) er DAN CRB t-23-97 RW LM 40 PSF . (FACTORY INSTALLED) 12wAM ROOF SECTION AT DOUBLEWIDE TRUSS PROFILE A NO. C042077 E* r mm CIVIL �1 OF it DRA1i0 ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE WAIN By D. HOLT "12-27-94 S-,3 o■ PULL BACK FACTORY INSTALLED FELT INSTALL SHINGLES UP TO RIDGE WITH STAPLES INSTALL RIDGE v SHINGLES OVER= TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAYERS FELT, FIELD OR NAILS PER SHINGLE R RIDGE BEAM WI PI BOLTING. WHEN FINISHED INSTALL 30 GA. INSTALLED OVER AND STAPLE OR GALV. METAL OR PLYWOOD ACCESS EXTENDING 6' MINIMUM NA NAIL ON EA SIDE STRIP OVER HOLES. ROLL FELT BACK EACH SIDE OF RIDGE BEAM AS SHOWN TO RIDGE JOINT AND ATTACH WITH STAPLES OR NAILS. S. f p. FACTORY INSTALLED �� F�OREFFASTENING SHINGLES USE SHINGLES �� 1l'x12 GA. GALV. ROOFING NAILS OR 1'x1'06 GA. STAPLES (2) LAYERS FELT. FIELD S �8• INSTALLED AND EXTENDING .6' FIELD INSTALL RIDGE SHINGLES OVER RIDGE OVER MATING JOINT, SAME AS OVER RIDGE BEAM FIELD INSTALLED FELT 4 OVER JOINT 1 FACTORY INSTALLED VALLEY ROLL ROOFlNG ALL EXPOSED EDGES OF SHINGLES TO BE FIRMLY EMBEDDED ��` ;, �, • N PLASTIC ASPHALT CEMENT PULL BACK FACTORY INSTALLED FELT 36' WIDE, 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 PLYWOOD ACCESS STRIP OVER AND FULLY CEMENTED AT LAP. INTERWEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, JOINT AND ATTACH WITH FACTORY INSTALLED FELT 6' STARTING AT BOTTOM AND WORKING TO STAPLES OR NAILS. ° AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE - UP DETAILS TAG WITH STANDARD GABLE lAl NO. C042077 E* r mm CIVIL �1 OF it DRA1i0 ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE WAIN By D. HOLT "12-27-94 S-,3 o■ t x -. 12 5 F 32 3/8' MAX TYPICAL LISTED CAP TRUSS - � 'I-,- T T■ i 1 A TYPICAL MAIN ROOF TRUSS F21 REMOVE TEMPORARY SHEATHING INSTALLED OVER THE FOLDED DOWN. .CAP TRUSS AND INSTALL 3/8' APA RATED 24/0 SHEATHING ,WHICH IS SHIPPED LOOSE, TO SIDE OF CAP TRUSS ON EACH END OF HOME ONCE THE TRUSS IS HINGED UP. MISC NOTES FOR 5/12 HINGE SETUP 7/16/02 GRAN C HINGED ROOF MPanufactudng, CLOSE—OFF oA1c dower TM 7/3/02 40 PSF S-61._1 12 ROOF SECTION AT TRUSS PROFILE FOR DOUBLENDE JA LEGEND, - SITE INSTALLED ITEM -SEE SHEET U.O.N. ® j❑- CAP TRUSS HINGED TO MAIN TRUSS WITH NYLON `SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF'. F CL STRAP ENABLING THE TRUSS TO FOLD DOWN INTO ROOF CAVITY FOR TRANSPORT. FACTORY INSTALLED ITEM -SEE SHEET S-63 U.O.N. El "FACTORY INSTALLED NOTES'. F21- INSTALL TEMPORARY 2X3 STUD GRADE EDGERAIL GENERAL NOTES, TO EACH KINGPOST WITH (1) No. 8 X 3" WOOD SCREW 1. FOR HOMES WITHOUT 'ALTERNATE CONSTRUCTION' APPROVAL, FUEL BURNING FURNACE AND WATER HEATEI NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD AO- SECURE CAP TRUSS TO MAIN TRUSS W/ (3) 7/16" EXTEND THROUGH THE HINGED PORTION OF ROOF. X 2 1/2' X 15 GA STAPLES FASTEND FROM BOTTOM 2. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER CHORD OF CAP TRUSS INTO TOP CHORD OF MAIN TRUSS As SHOWN. ff siopq� DAMAGE ON UNROOFED PORTIONS OF HOME DURING QRO TRANSIT AND STORAGE. REMOVE O `� �tJS E PN � ABOVE ANDWITH yf 3 REQUIRED FOR SITE CLOSE-OFF RE -ATTACH TO KINRY GPOSTEOFIC PE TRUSSD2) 7/16' X j SH NG ES.RIALS SHEATHING, R DGE BO D,OUTLOOKERS. 2-1/2' X 15 GA STAPLES. p BOLTS, ATTIC VENTS, ETC... SHALL BE SUPPLIED BY NO. THE FACTORY AND SHIPPED LOOSE WITH THE UNIT. 045., �� FMOK Ra-1El RD= BY oA>E MISC NOTES FOR 5/12 HINGE SETUP 7/16/02 GRAN C HINGED ROOF MPanufactudng, CLOSE—OFF oA1c dower TM 7/3/02 40 PSF S-61._1 SITE INSTRUCTIONS FOR CLOSE — OFF GENERAL NOTES �. DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS 1. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH SHINGLES, SHEATHING, FASCIA, OUTLOOKERS, BOLTS, ATTIC VENTS, FLASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN OBOLT RIDGE BEAM HALVES TOGETHER AT • MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". BOLT RIDGE BEAMS TOGETHER AT O MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". OAT 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 2O 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 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. , OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD WITH (2) No. 80" WOOD SCREWS AT EACH OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD WITH (2) No. 80" WOOD SCREWS AT EACH 3. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. CONNECTION. CONNECTION. 4. ALL FASTENERS EXPOSED TO WEATHER SHALL OINSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS 3O INSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS BE CORROSION RESISTANT. AT EACH OUTLOOKER. SPLICE FASCIA PER AT EACH OUTLOOKER. SPLICE FASCIA PER 5. AT EACH END OF UNITS, FIELD INSTALL SIDING SET—UP MANUAL DRAWING "S-16". SET—UP MANUAL DRAWING "S-16". TO MATCH TYPE THAT IS FACTORY INSTALLED ON MANUFACTURED HOME. INSTALL SIDING PER ®APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER ENTIRE SURFACE OF SITE ® APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER UNSHEATHED SURFACES OF MANUFACTURERS INSTRUCTIONS WITH 6d CORROSIVE RESISTANT NAILS AT 6" O.C. EDGES INSTALLED CAP. FASTEN SHEATHING WITH 8d HINGED ROOF. FASTEN SHEATHING WITH 8d AND FIELD. NAILS AT 6" 0/C EDGES, PERIMETER NAILS AT 6" 0/C EDGES, PERIMETER AND FIELD. AND FIELD. O INSTALL A MINIMUM OF FOUR ROOF VENTS (50 SQUARE INCH NET OPENING EACH) AT 4b APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER THE GAP BETWEEN EACH HALF OF UNIT OVER CUT—OUTS IN SECTIONS OF THE HOME. FASTEN SHEATHING FACTORY INSTALLED SHEATHING TO WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER PROVIDE ATTIC VENTILATION. AND FIELD. ©APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR— OO INSTALL A MINIMUM OF SIX ROOF VENTS (50 SQUARE INCH NET OPENING EACH) AT ERS INSTRUCTIONS. SHINGLES AND UNDERLAY— EACH SIDE OF RIDGE OVER CUT—OUTS IN MENT SHALL BE INSTALLED TO CONTINUE FACTORY INSTALLED SHEATHING TO UPWARD FROM FACTORY APPLIED SHINGLES PROVIDE ATTIC VENTILATION. EACH HINGED KING POST TO 2x4 © APPLY ROOF SHINGLES WITH UNDERLAYMENT OFASTEN LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. IN ACCORDANCE WITH SHINGLE MANUFACTUR— ERS INSTRUCTIONS. SHINGLES AND UNDERLAY— RDISM ®INSTALL CAP TRUSSES TO EACH HINGED RAFTER CHORD WITH A 6 3/4" OVERLAP MENT SHALL BE INSTALLED TO CONTINUE UPWARD FROM FACTORY APPLIED SHINGLES wa REM BY as Msw 11/17 EACH SIDE. FASTEN EACH SIDE WITH (4) Sd NAILS. OO 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 WIN SITE INSTRUCTIONSHQnC FOR HINGE ROOF CLOSE — OFF MPanufacturing, �W WITH (2) 8d NAILS PER TRUSS. FASTEN 1x4'S ACROSS THE PEAK WITH 8d NAILS SPACED 4" 0/C. 0R1M CRB DAN 1-22-97 40 PSF S-62 F A C T O R Y I N S T A L L E D N 0 T E S G E N E R A L N 0 T E S DOUBLEWIDE 'INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS m 1. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH SHINGLES, SHEATHING, FASCIA, A APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. A ❑ APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. OUTLOOKERS, BOLTS, ATTIC VENTS, FLASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH -THE UNIT. INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. © INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. 2. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" m APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH FACTORY INSTALLED SHEATHING UP T0. HINGED GANG NAIL PLATE PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND ONDERLAYMENT PER STRUCTURAL © FACTORY INSTALLED SHEATHING UP TO END OF OUTER SECTION PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND ONDERLAYMENT PER STRUCTURAL THE HINGED PORTION OF ROOF. . 3FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. DRAWING No. 96.60 DRAWING No. 96.60 4. ALL FASTENERS EXPOSED TO WEATHER SHALL FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 Q FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 BE CORROSION RESISTANT. FE—] FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS W/ (1) No. 8 x 3" WOOD SCREW. W/ (1) No. 8 x 3" WOOD SCREW. �txva,s Mn w*n er DAM1 MSW 17 Dust HINGED ROOF FACTORY INSTALLED NOTES HB� MPanufacturing, MAN BY CRB DATE 1-23-97 40 PSF S-63 PEriMIT NO. 3452-79P,E PERMIT EXPIRES OWNER Natalie Grimm CONTR. owner LOCATION (A.P. 26-05-29 2325 Bohemia Ave., Palermo • 11 ( ' l 1 t' 1 • t Temp. Power Pole j Called PG&E j --- Elea Serv. t Called PG&E y Gas Serv. F r Called PG&E JOB r FINALED • - i (Date ` i 1 9. Electrical A. Is service large enough to provide.adequate amperage -to mobilehome (must equA rating of mobilehome with a minimum of 100 amp) andjother.facilities on -lot, i.e., water pumps, garage, cabana, etc.? Yes ✓� No 4 B. Is there proper clearances around panels?,. Yes_CZNo— C. Is feeder power supply cord or assembly properly fused? Yesn/ No D. Is continuity test satisfactory as per the following procedure? Yesi/No 1. De -energize electrical wiring system of the mobilehome at the pedestal. 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected.! 3. `Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrumentito the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. 5. All non-current, carrying metal parts, of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above.procedure; the power supply cord or feeder assembly 'conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may .be approved for energizing. 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign -off card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle m• LengthhQ(X Width Vehicle Serial No. State Identification No. e4 Z5� `( S Additional Information or Comments: MOBILEHOME INSTALLATION INSPECtION CHECK LIST 1. Is the mobilehome located wit .required separation from lot lines and buildings and generally conform to plot plan? Yes_ No 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes—.Z-/No 3. Are footings and supports properly sized, spaced, and braced as pe�p approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yeso 4. Is the mobilehome level? (Sec. 5088) Yesc'/ No 5. If more than a single unit, are crossover connections properly installed? (Sec. 5088) Yes No .6. Water A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes No B. Test - Does water piping withstand working pressure or 50 lbs, air test? Yes 8/ No C. Backflow - If coach is not State, of California approved, does station have backflow device and pressure -relief valve? Yes 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes // No B. Does it have minimum" per foot slope and is it properly supported? Yes v No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe? Yes_ Nom/ D. If coacht State of California approved, does station have required trap and vent? Yes_ No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the mobi1j41ome gas line inlet without reductions other than the mobilehome connector. Yes ,I/ No_ B. Test OK as per following procedure? Yes_4,,/No 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4. Connect gas meter to mobilehome with connector, turn on gas, test connections with soapy water. / -C. Are all appliance vents properly installed? Yes V No COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number '-5/ 7; %41 for the following location: Owner— Owner's Address Mobilehome Mfg. ��//�u/�-�' �'�t�Model �ti � Year Insignia No. Q /''7+i,/`1,L Serial No. -It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Date /�•?9 % 13 y //>/1:✓��/1/ //_//./ THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED h White - Owner, Yellow - Installer, Pink - O.P.W. ' COUNTY OF BUTTE *— DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD ` r.. BUILDING BUILDING (Cont'd) PLUMBING tback F ewall it Piping Fo s Pa ets t Floor M in Bldg. Rest om Finish 2nX Floor otin s If Windovu 3rd Noor -St all Sidin To out Sla Roof Shekthing Water Pi I Piers Roofing X Sewer Garage Fdn. Vents Fixtures Footing s - Stemwal I Garage Vents Insulation Water Htr. Heaters Slab Car ort p Footings Slab Prov. for phsic ly handica ed Conformance of ex. structure Final A Appliances Gas PI in & Test Temp. Gas Sanitation Patio ftiRkLACE Final Footings/ Footing LECTRIC L Masonry Waltz Throat Rou h Relnf. S el Final Fixtures Bond Qdfam FIRE SPRINKL Motors Framin Test Water Htr Stucco Final Sub an s ' L . r.. MECHANICAL Grd. ult Prot. Heati Sery e Coo ng emp. Pole L D is Under round h ntilation Permanent r anal Final MOBILEHOMEUTILI IES - --------------- Elec. Service --. Elec. Pedestal Water Piping Sewer Gas Piping 1 E MEI TALLA•TION--------------Support Elec. Continuity Water Piping j - Drainage Gas Piping DATE .� REMARKS OR CORRECTIONS 50 ' L . r.. i (NOTE: An entry must be made on this form each time you visit the job site.) • _ COUNTY OF -BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 ' 'Tel ephorie: 534-4541 - APPLICATION AND PERMIT -24 authorize representative county of t3utte to enter upon the above-mentioned prop y for ' spection purposes. X� Date Sign ture of P mite; or Agent Receipt No. -z� 7� White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butt County Code and/or resolutions to do work indicated above or which fees have been paid. ,D9REQTO'Fi OF PUBLIC WORKS Building permit expires Dat BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address JT�Lr�phone ale 2222 No. Contractor t Mailing Address ry"oFireplace Total Valuation Te ;phone o. .� Permit Fee Building Address Plan Checking Fee&/or Penalty Permit Fee PLUMBING No. @ FEE - PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 _ A. P. No. ® , 0 (� • 09, loning & Planning Water piping 1.50 Each gas water heater or vent 1.50 '!i"s I t&< Ser ation Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 B ans Recd Parc royal Plans pprovol Lawn sprinkler system 2.00 NEW ADDITION UTILITIES ❑ OTHER ® Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service sooV OR LESS 100 AMP OR LESS 5.00 �''�,� Single Family ❑ Duplex Eli' 4'.rtMpbi'I Home Others ❑ Main service EA. ADDL loo AMP 2.50 OVER 600V Main service 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST % ACCLBLDGS,LING CCUP. s) 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter.9, Div. 3, of the State of California Business & Professions Code under the name style of: / % 40nrJi Me ��AI le 0- % /"C ,46Ic, NEW RMSID,CONSTBRANCH CIR T NON-RESID � BRANCH CIRCUITS) 2.50ea NEW CONST R. POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTIIRES 5 L 1@ 1 Ex. Occup. (o ;LETS PRESID.)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No.��n 1 �/ '5-O Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Wor en's Compensation. have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ ' TOTAL PERMIT FEE $ O� c0 authorize representative county of t3utte to enter upon the above-mentioned prop y for ' spection purposes. X� Date Sign ture of P mite; or Agent Receipt No. -z� 7� White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butt County Code and/or resolutions to do work indicated above or which fees have been paid. ,D9REQTO'Fi OF PUBLIC WORKS Building permit expires Dat t BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 P MOBILEHOME INSTALLATION SHEET 1. Owner's name: 2.' Installer's name: 7IFP / , �1 �►JCJ -3. Is the site currently under permit? Yes /r/I No (If yes, furnish permit number ) OR Is the site an existing site? Yes / / No / (If yes, furnish two (2) plot,plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes = No (If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- %D D APs 6. What is the mobilehome site service rating? --------------------- APs 7. What is the mobilehome site circuit breaker rating? ------------- _A o Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes / / No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site"gas pipe'size?---------------------- 1� (in.) 10. What is the type of gas service? ---=---------------- Natural / / LPG 11. What is the gas pipe length from meter or tank to the mobilehome? �� % (ft.) 12.,,What is the mobilehome gas demand? ------------------------------ (BTU) (This information not required if pipe length less•than 6 ft..on natural gas or less than 50 ft. on LPG.) MOBILEHOME SUPPORT DATA If h h T 'd OL er t an sing, a wi e, Mobilehome Mfr. k3kamb furnish Setup Model No. /06 Year 759 Width_(ft.) BoxLength ',: 6 jft.) Tagalong or Expando Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; -furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. Single Q` a x3v (ft.)(in:) (in.) (in.) Center support Center support locations* footing sizes (in.) I o _341x_30 (ft.)(in.) (in.) (in.) �' Sr 13 _?-0 (ft.)(in.) (in.) (in.) (ft.) (in.) (in.) (in.) (ft.)L (in.) (in.) (in.) *If center piers are other than drawn above, draw in locations, spacing, and dimensions. Footings (check one) E i. Wood either pressure treated or foundation grade. F] 2. Other (specify) u orts (check one) 1: Concrete block. 2. Other (specify) tagalong or Expando, show support details. /� x,60 -- Typical Support n.) (in.) Footing Size u -- Max. Pier Spacing (ft.)(in.) -- Max. Overhang (ft.)(in.) BUTTE COUNTY 13UILDING DEPARTMENT APPROVED COUNTY OF BUTTE -- •DEPARTMCENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Tel ephohe: 534-4541 K APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Permitee or Agent �j Receipt No. � I -.,j v White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR-QP'*WUBLIC WORKS B;uu��Ildii�q Date 0 permit expires Date —/ f-- BUILDING Owner SQ. FT. OCC. BUILDING VA UATI N Mailing Address Tel ho'eNo.� Contractor �C,v Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address 04 �' �� Plan Checking Fee&/or Penalty Permit Fee PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 X00 Each TraD 1.50 )*21_ jf2M49 . Repair drainage or vent piping 1.50 ��yy A. P. No. 6-0 ��' G S^/� & i // ng ning Water piping 1.50 �� ©� Each gas water heater or vent 1.50 F W Sid' tion Fire Dept. Fire Zone Use 4rmit Gas piping system 1 - 5 outlets 1.50 .D EQA ParkingParcei Plans Declaration Parcel Map 60' R/W I Improv ents Each additional outlet .30 Building sewer 5.00 � BI� a s Rec'd Parc Pla Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ Permit Fee $ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 •6 Main service 600V OR LESS G 100 AMP OR LESS 5.00 00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service 100 AMP OR LESS 25.00 100 AO Main service EA. ADD'L 100 AMP 1.00 NEW CONST.( OR ADDNS. ACCLBLDGS.LING CCUP, s� 22sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: MUL NEW CO"ST'z ( BRANCOUTL T NON-RESID ` BRANCH CIRCUITS 12.50ea NEWCONSTR. POWER APPARATUS B NON -RESID. SINGLE OUTLET CIR. EX. OCCUD(OUTLETS OR FIXTIIRES 50@25 Ex. Occup. OUTLETS IXED APP(RESID )REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15:00 ,pD License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ �S'• G TOTAL PERMIT FEE $ �� authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date Signature of Permitee or Agent �j Receipt No. � I -.,j v White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR-QP'*WUBLIC WORKS B;uu��Ildii�q Date 0 permit expires Date —/ f-- NOTE—All Materials & Workmanship Shall Be. in Accordance with Recognized Good Practices and of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Mechanical'Codes and the National Electrical Code. Ir This sat of plans and specifications MUST be kept on the innt all times cnd it is unlawful to make any chnngas or altorations on some without written permission from the Department of Public Works, County of Butte. 1 T I T _ t , j-- - ----' - -' _.. - - -'- -� --�- - -, -._- _ .... _- _.... _. � . _.._ - �L_-_. _ I—l- �� _moi_ ; --- �._ - __ . - - •--• - m__�� h1�lFi"_et-sa Rrapil' r - ;-. ..I_ . _ -0 _ _�_.._ •. ' ._--- , - --�.ty� the _ - -------+-; .er rarm-. �ierline--ofth -road�_�i°�r►Itting a•rz�axi-. �4 _ —mttm' of +w ft:'eaye overng'_$ut e�.irel --- al•i au}.: of all `easements: --Ibcateda _ t- • _ .third t1fo- rrtobileHome � ; ,' .____ , �;_ - _� _ __--• .�:- �-----�t.-___— _'#heifi_frar� #�xdkas L . home.. _ r.. f _ -•- _ __ _ trrrd loc tioq► _.,. --- ` •-� -t• - ..�e a?- _�efi; _ �' `• _ .- _ :County-Ceplt qutreMe.nl si --i - mss. ` t - Ili-be_r��u4 f �: F4-,-- - - -- - i = nstaNatt _ , e . mobile4!p!w - t - _ __— L_L I • - -Y �--� - - 1 I � •- -- ... , I)n' Ani �„� 1 i , . --• 1 .. �.: ' yi : - l t � RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO NAME Aooees ITY ati /A ./f STATE Tit?-- Order No. Escrow No. JJ MAIL TAX STATEMENTS TO F NAME ADDRESS CITY L •STATE 2111-8 y. OFFICIAL RCot)RD I ,•,, f.. CUTiE C()Ulii'<"••f-tt-"t: 12 26 PM 1971 CLARK 60 CLERK-RE(CRGER FEE -- SPACE ABOVE THIS LINE FORK ORDER'S_USE -'-� Documentary transfer tax $...'/. V. ................ ❑ Computed on full value of • propeity conveyed, or. ❑ Computed on full valueless liens and encumbrances, . remaining thereon at time o sale. n Sign lure of declarant or agent determining tax—firm name .;-p !, Nbibibual Grant dee`0,. WESTERN TITLE FORM NO. 104 FOR VALUE RECEIVED, I£orctce F. Grimm. and Natalie T,, t;rimtti, husband land v*i, 'e., GRANT to `,7r, 7,7T.11M "A" ATTAM-791) all that real property situate in the " County of Butte , State of Calif6I ia;;described.as follows: ' A T?.i,jht; of ,-!a,• for nine lAne for conveying water and the ri,�Oht to taZ£e',,water rc*.a well located in a strip of land 10 feet in -width! l rinf;' 5 feet on 'eaci;; ',si.de nf. ,the foloarin desc.r.ibed line: t �, r I ConmenrinT at the center. of Section 5, Township 18 North, Range '4 .` Vit, 'M.h..i3. &.'T'T.; thence n hst alon. the ^,ast and West cente•line of said Section 5;, a.'distance of 1] 35 feet to a point at the :,outheast corner of the land described in the deed to..�Iorace T. Crirlrl and wife recorded October 20, 1959 in Book 1023 of Off cial. "I?ecords,, at Waage,`; 555, records of Rutte, County, California; thence North along; tlki' East:Aine`of• said 'I- r I .., . Grimm property a d.i; tance of 41 feet to the point of begin ing for said' lite, thence !lest a distance of 10 feet to a point and the end of Baia:line ,. ;aid 'Richt of '..'ail is for the benefit of and. appurtenant to the land described in the ')ecree of nis'tri.buti_on recorded June 14, 10713 in Rook 2294 of .Official Records, at ua.t;e 337, records of Butte County, California. Dated—. J' le 1 1979 ITorace F. Orim>;t Natalie L. C:~rimm STATE OF CALIFORNIA j SS. County of On 1 ` '`' - ' ' 19:4-- before me, the undersigned, a Notary Public, in and for said State, personally appeared known to me to be the person_`_ whose name'.f/L subscribed to the within instrument, and acknowledged to me that -7—he4 executed the s.�1me. Notary Public FOR NOTARY SEAL OR STAMP ap OFF L SEAL �,.•� . '•'%t 'fYi EI} Ei�"J t3{21NE NOTARY PU13LIC - CALIFORNIA r BUM C�SIJIW1 ry ltF, M sofas rv</9i iii flit MAIL TAX STATEMENTS AS DIRECTED ABOVE 13MIDIT "Ate c'.t:2rd Pubsell.:T,loyd; 'Jr. .,:,as to an undivided .interest; ":'� •.:. Yatallo L., Grimm,, as to an undivided interest; Ttoxx r� Itlo�„rd, as, to an undivided ? interest; as to An Luldivided 1/1E interest; ;to, an undivided 1/16 interest; �, YsJi.tlim 'C. �T�2aslgr', as ; to an undivided 1/16 interest; Na as to an undivided 1/16 interest r r• ' i ^ it •. •1 ! _r �j M z ► r f• _fid A}. ar ` DECLARATION REGARDING ACCESS I,~~ —applicant .for a permit from the County of Butte for the parcel of land identified as ssessor's Parcel No. �'C- -0 f Z / , declare that said parcel was created on 19by deed recorded in Book 6 y-3 of Official -Records at Page lsS s in the office of the County Recorder of the County of Butte, and that I first n interest in.said parcel on or about 19—, and that at that time I was not aware of any fact that would cause me to suspect that said'parcel may have been created without the access thereto required by law. I declare under penalty of perjury that the foregoing is true and correct. • r� Tted this AS day of , 19 %Z -T- 21 at , Californ 6z Signed - _ _ f ` DECLARATION REGARDING ACCESS I,~~ —applicant .for a permit from the County of Butte for the parcel of land identified as ssessor's Parcel No. �'C- -0 f Z / , declare that said parcel was created on 19by deed recorded in Book 6 y-3 of Official -Records at Page lsS s in the office of the County Recorder of the County of Butte, and that I first n interest in.said parcel on or about 19—, and that at that time I was not aware of any fact that would cause me to suspect that said'parcel may have been created without the access thereto required by law. I declare under penalty of perjury that the foregoing is true and correct. • r� Tted this AS day of , 19 %Z -T- 21 at , Californ 6z Signed - _ _ Wd 6M Ain r wv 9-hom allond go •.ule '% Wns d® -umnea