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HomeMy WebLinkAboutApplication- PermitNO. r 6816 1 GARIVELI] COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 Job Address 1 7 / l `e a C* 4 C> Nature of work Building Permit Use of Building rY- C"> 4 l owner 'Y1 YLQ Contractor L-) L (Q" Amount of Permits `, tD`E3, r 1 C Of- ' J 1)_.\.1 — , . Date Clerk W — c GARFISLD COUNTY BUILDING PERMIT APPLICATION TEL$P-liONE,j(970) 945-8212 Applicant to complete numbered spaces only. GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO PERMIT NO. ' Sa INSPECTION LINE: (970) 945-9159 PARCEL/SCHEDULE NO. TOB ADDRESS: 0069 4L ---.)e. �x-- �-�1 .. N,'�� , ) .�_ 1 LOT NO. BLOCK NO. SUBDIVISION/EXEMPTION 2 aW�I�y(t�.',���/ 1 WL►q:.4-. F.L'- OPMAACPOR] j+ l tJ 6ild G { 1 f�.J(dYVC>..5 :kat") C,/ -1 -ie. ADDRESS O 1 (1-1-6-42, C �lAiell C 4T (4,1 f% ADDRESS/'N o G^ ^Or� - l t-J+C_•J{/-.O `�I7e `f PH:� i g f PH: �7a ro/ d C]J 7,7 970- R7CP}L' iO LIC. 70: 3 4 ARLIR'IECf,ENCSNEER ADDRESS PIL UC NO: 5 SQ. Fr. OFBUILDING r� �¢ `' .. 8 O1 IVB SQ. F1'. OF ma /a d X /a (� /e EMELT NO, OF FLOORS %Cy��l(X/`�� j Y 1,'SEOFBIILDING S1 V 7yfi' ,.,p„ 7 DESCRIBE WORK : C l.c.t .' teller Mtud h16 d q- 44' 5 O U CLASS OV WORK 4W I oADDIToN DALTERAT1oN cSIOVE aEia/OVE 1 9 GARACIE; :SMILE o MAILS CARPORT: DSZNOLE ❑DOLBIE 10 ° DRIVEWAY PERNOT . ON SITE.EWA(� DISPOSAL (SEPTIC) ,ISRE PIAN VALIAI-30N GP WORK s ADJUSTED VALUATE6N: /0?) /42 fic 6 6 SPEl1AL CI;NDmON.c: 2 y 7 } (.0C. `i` (.9 cff 1 (....,-t) NOTICE A SEPARATE ELECTP,ICAL PERMIT IS REQUIRED AND MUS' BE ISSUED BY THE STATE OF COLOaALC.. 'MIS PERMITBF.COMflSS NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED ORABANDONFDIDRAPERIOD OF 160 DAYS AT ANY TIME AFTER WORK 15 COML41ENCT,D. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS NI GOVERNING -THIS TYPE OF WORK WILL BE COMPLIED WIlII WHETHER SPECIFIED KB:RE.IN OR NOT. THE GRAN1TivG OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.77.Lff Date +/ PLAN CHECK _ nn J j /a ! 1 /7 l FEE: 54 n/ TOTAL FEE: O U Q / DATE PERMITr ISSUED: / OCC: GROUP: CONST: TYPE: Z.ONENG: SETBACKS: . na, [TaQttegtur or autLoxi2cd agc it hsvutg * d I Cute aC. • r � ���/ �F ,IE. 0IJ L o a , ISM NO.&FEE: 44 r nil mg Dept. App o iLDate AGREEMENT PERMISSION IS HEREBY !RANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DET :LED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BLILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BLTLD1NG CODES AND LAND USE REGULATIONS ADOIYI ED BI GARFIELD'..'OUNTY PURSUANT TO AUTHORITY GIVEN IN 30.26.201 CRS AS AMENDED. THE SIGNER FURTHI:.TAGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED W TTi3IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BF, REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE 17 SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPEC1FTcATIONS AND OTHER DATA SHALL NOT PREVENT TIE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS Di SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO .PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF IT3IS CODE OR ANY OTHER ORDINANCE OR REGULATION OFTHl'S JURISDICTION. THE IRE.VIEW OFTHE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER AFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPON SB3ILIITES G'RLIABIL7IES BYGARFIELD COUNTY FOR ERRORS, OMISSIONS ORDISCREP_?NCIES. THE RESPONSIBILITY FOR THESE HTEMS AND IMPLEMENTXTION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT. DESIGNER, BUILDERA-ND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfvnu.o ii I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (INTTJAL) -710C/ frik . The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector. 2, Permanent address assigned by the Garfield County Building Department posted where readily visible from access road. 3. A finished roof,' a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing. 4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot & cold running, water, floors and walls finished an a privacy door. 5 All steps outside or inside over three (3) steps must have handrails, guardrails on balconies or decks over 30" high constructed to all 1994 UBC requirements. 6. Outside grading done to where water will detour away from the building. 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e., weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final.inspection made, A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy use and the issuance of a Certificate of Occupancy for the dwelling under building permit # 7 S% (o Signature prmtcond.lst t-i/u/ 9 Date e S 7, 02 .5-- / _! 7 1 .5-. 0 o 6 �._... 3'.B $, .Y GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for MANUFACTURED HOMES In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled. "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are required to indicate appropriately and to submit the completed check list at time of application for a permit. 1 • 1. Is a site plan included that indicates the distances of the proposed building or addition to property lines, other buil ' gs, setback easements and utility easements? Yes 2. Does the site plan include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties), streams or water courses? Yes "PK. 3. Does the site plan indicate the location and direction of the County or private road accessing the prope Yes 4. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes lrv4 5. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject you uilding plans? Yes No 6. Will this be th only residential structure on the parcel? Yes No If no -Explain: 7. Have two (2) complete sets of construction drawings been submitted with the application? 1 Yes 8. For the placement of a manufactured home, have the following been specified? The size of the unit (min. 20ft. x 20ft.); live roof load (min. 404); wind design (min. wind speed of 80 mph & 15 1 wind load); foundation design; method of anchoring? Yes 9. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No 10. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfi County Building Department? Yes No 11. Do you understand that approval for design and/or construction changes are required prior to the applicat.on of these changes? Yes No 12. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School Impact" or "Septic System" fees required, at the time you pick up your building permit? Ye No 13. If you are accessing a county road and do not have an existing driveway you will need to acquire a driveway permit from Garfield County Road and Bridge. The phone number is 945-6111. You will need to show proof prior to the issuance of the building permit. 14. Are you aware that twenty four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00 p.m. the day before. Failure to give twenty four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 945-9159. Yes/\ J No 15. Are you aware that you are required to call for al inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building. Yes No 16. Attached is information for placement of a manufactured home. Please review. If you have any questions, please call this office. 3 I hereby acknowledge that I have read, understand and answered these questions to the best of my ability, signature date Phone: ?7° - 9 5Y_ a /E7 (days) Project Name: Project Address: Notes: '916— 25— (57.6 (evenings) C-54 CA Wcl7 If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. 4 2-•`0-f ,54-ri Toot r ,2 `f $ ,Yl lt'r C 0 rV 't .1•1 4 CIA -5 1 Tye ,4 nc�16 R. Perk wi`tk j Ye -13,4(i W e?dfid Tc Fli "Je- 8106R) V MI TYp v. Info 5;2 c S p Fo 0 / 9S 1 6„ X 11�' M N, w� t y a y' b A n 5pµce Fort rw5o.. on GSA s / a Mr iv. T'41- MOBILe 132.Qck$n7 lve?J 2L s -veij g" /1 Al c J, 0.; A t if:rC 1-1 1_ Nd, nN 1`Acc6011,,e7 4L y•'oft Pou13? e IO/4T-1/840-13Hi f Ro, Pl e. F°' q CA -Hie e o f eriT A IPP 13 4;1 //4.' Canciqt7 %j(3' Cofcgj7E £UvS Ly ?fess Ime -(f441° 4111 r ec1 •74' Y}'/cAG G i9 Rr9G4— 4"x/"X 10 X101 esh f716erieci Co ,crrec GARFIELD COUNTY Building and Planning MANUFACTURED HOMES Installment requirements within Garfield County 1. A fuel gas pipeline pressure test is required by the installer and the test is required to be witnessed and approved by the Garfield County building inspector. Test must be a minimum pressure of 10 psi and show no appreciable drop within 15 minutes. A gauge capable of indicating pressures no higher than 60 psi shall be used in the test. 2. All stairs serving the unit on the exterior are to comply with the U.B.C. (Uniform Building Code) Section 1006.3 & 1006.9 for rise, run, handrails and guardrails. 3. All decks and porches which are more than 30 inches above grade are required to have guardrail complying with U.B.C. Section 509.1 & 509.2 with a minimum height of 36 inches. Guardrail shall have intermediate rails or an ornamental patter such that a sphere 4 inches in diameter cannot pass through Sec. 509.3. Grade (Adjacent Ground Elevation) is to be measured at points 5 feet horizontally from the level of the walking surface vertically to finished ground, floor or similar surface. If manufactured home is placed on a basement foundation, the foundation and the basement shall comply with requirements of the U.B C., U.P.C. or U.M.C. including but not limited to: (a) Installation of smoke detectors in the basement and in the manufactured home. U.B.C. Section 310.9.1.4. (b) Installation of escape or rescue windows. U.B C. Section 310.4. (c) Providing of light, ventilation and sanitation. U.B.C. Section 1203.2 & 1203.3. (d) Providing of minimum room dimensions. U.B.C. Section 310.6. (e) Protection of insulating materials for flame spread requirements. U.B.C. Section 804. (f) Forming and placing of concrete for foundation and floor slab. U.B.C. Chapter 108.5.2. (g) The inspection of all framing as required under U.B.C. Section 108.5 4. (h) The inspection of all round and/or underground plumbing as required under U.P.C. Section 712.2. L.P.G. (Liquified Petroleum Gas). Appliances burning L.P.G. shall not be installed in a pit, basement or similar location where heavier -than air gases may collect unless such location is provided with an approved means for removal of unburned gas. U.M.C. Section 304.6. The policy in Garfield County is as follows' (see other side) cf i ti /� /-"IM nir�l APPROV ausacerro rCJ p'FL- & M9p N. 1.iG F7ELD COUEP Er 4�� I { a am ° 22. g. 35 34 o5 mg 1813 Square Feet Heated Area CO 0 ute9 Z/woOJP3B b *zf x 8Z 26' -B' 3 ®� • I� 1 -Y n..,En 2ID I + • 48' SHIRT & SKIRT A T ' OPT SH/CAB ;,•IOPT WtkOPT DI lD x u 0 7UL-10-98 01:05 PM. OAKWOODHOMES.LOT234 BAWD !WILE HOMES INC 10 +7800 MCCLOUD RD - CREEHSGDRD, NC 2?409 50 DEL OAICUODD YEAR---- 1997 FG. LOC.- FORT AORCAN PLANT--- 15 WEIGHT---- 35.000 LDS. SO FT6-- 1813 TRIM 01413 MERIT -DAX GIST ORDS- 0000000 SRO PREFIX HDC01S SEMF01748 A/D HUN 42972 42973 CDL ATY DOM;. DESCRIPTION RODHL 1469 72X28 CK442 OAKUOOD 702420447 P.02 MA DRUM IHUIICE MM MFG COY HOMES DY MOOD INC P.D. pax 248 RICHFIELD NC 28137 PHONE 7A4-463-7333 SHIP TO S/C0 00234 F01748 EXTERIOR LIVXHC RDDM DINII:C ROOM KITCHEN MASTER BEDROOM SECOND BEDROOM THIRD BEDROOM FOURTH BEDROOM RASTER BATHRDan SECOND BATHROOM UTILITY HALL DEN CARPET 6 TILE APPLIANCES }IISCEILANEOUS AXLE DRAKE X IDLER COLUMNS FRONT 3 CLAD DETACHABLE HITCHES DORMER DDL TRAD RF20-40 DDRMER,ENDI�ALL EYE CLAD OR,DCK,OUTSWING,9-LITE,LH DR S FRUYL,2"10,SLD6UH RH IHF-22 W-19 C-30,UKEPWLIGFTTA ROOLOAD40R2X4 SIOEIAL SHINGLE RODF,�HITE DORDER,IR OORDER LR PALISADES -ROYAL C -TDP BDOKCSE MULTIFLECK GYP,LR.,ST000ADD SNIU,939 OORDER,DR DORDER,DR,PALISADES-ROYAL BACKSP,KIT,CER,CALAXY DACKSPLASH If IT C -TOP DAR f�ARIRE BLUE 914 C-TDP;ISLAND MULTI/AARINE CADODRAUERSUA LLE RRGUIDES CYP,MDR,RHYTHM JUHAUY,914 GYP,2DR,RHYTHM NUHAVY,916 CYP,30R,RHYTHM NUNAVY,916 CYP,44R,RHYTHM NUHAUY,916 C-TQP,I1 H,LAU,MULTI/MARIN C -TOP MBN TUI MULTI/MARIN CAD,MOH,PLAR,I�ERIT OAK C -TOP 20H,MARINE BLUE 914 CA[s 2BH,PLAG MERIT DAX EXHAUST FAH ANLY,2DN EUFHUSASD,MGOB07D uC1e30 GYP,UTL,RHYTHM NUNAVY,916 CYP,HAL,STUCCDDO SHON,939 FAH,DRASS/HHT,52D,INS,DEN CPT PAD,REDOND 3/8 CPT PAD,3/B,REBOHD DISHDRYERACLERbCLR311E,WHITET SCE-MAKER,PLUMO NICRDWAVE,JV51330W 0OOKCS RAISED ET39/GC39 CEILING, SPRAY -FINISH OAKW000 !MILE Huns INC 2508 NO 6 A 50 GRAND JUNCTION, CO 81504 MO-- 0000000 DATE_- 04-15-97 PIW -- 152797 PACE 1 , rr ! DOM Ow Q ROM PRICE QTY BOMO DESCRIPTION 52854? 48 1 5656 SIDEMALLS 2X6 95 1 9398 SIDG,CLAD�UPGRD EXTERIOR N/C SIDG,CLAD DCH/IiHT/BRSDLU 525 1 8920 SIDE HARDOOARb CLADW00D 75 1 7176 SKYLIGHT HIT 24X48 31 1 7178 SKYLICHT,MDH,24X32 56 1 8162 SUNDURST 675 SUHDURST SUN UNITE 37 1 5171 MDC.UHT,L- 711 1 8213 UIWd0USULATEDTRCATNENT,CLAD 25 1 5359 TILE,FDY TILE,FOY CAMEO 1 7328 VIRE 1 DACE FOR FAN,LR 20 GYP DR. STUCCODO SHOU,939 1 3807 LIGHT,DR ,4713-2 1 8945 CAD,NDUE 5302W/5308U 140 CAD,KIT,AMER AERIT DAX 1 9748 CAD,KIT,QVHD/DASE,RAISED 1 9790 CAD,KIT,RAISED MC72 CYP KIT MATISSE-ROYAL 20 TILE,KIT,CAn1:0 1 7329 WIRE 1 DRACE FOR FAN,MOR N/C 50 N/C 1 2716 EXHAUST FAN ONLY ADN GYP IIDH,FLORENT ROYAL 932 1 9114 TOWEL L TISSUE BAR,MBI� CYP 2BH,FLORENT ROYAL 932 1 9122 TOWEL t TISSUE DAR,2DI� 1 5247 TUD,20H,STD,FC,WHT,54,CD TILE UTL CAMEO 1 3024 WATER-HEAT,40GAL,GAS,INT 1 8955 LINEN-CAO,HAL,PLAIR,LC2184 85 GYP,DEH,RHYTHM NUHAVY,916 159 1 9009 CPT,DERDY CPT,DEROY,TAHITI DLUE 217 1 5294 RAHCE,CAS,WHT JCDS04PEN 415 1 1898 CE UCXR1070 RITE 252 1 9652 LINED CLOSETS 300 1 3528 MIDZIDIERIT-04x R00M PRICE JUL-10-95 01:06 PM. OAKWOODHOMES.LOT234 PIER 1 I- AM SHIMS NgTE CAP PIER DOTI 51NGL E BLOCKS MAXIMUM HEI&HT = 36" (SEE NOTE $2) 702420447 P.03 : SON QCCvL5 PIER 2 DOUBLE INTERLOCKED BLOCKS MAXIMUM HEIGHT = 80° PIER 4 W '7:'ir7.7 No, vO ENE9703571 e i 9'.• S RATE 00.'W • w !fit 111 NOTES, I. CONCRETE BLOCKS FOR PIERS ARE 6)440 NOMINAL SIZE, HOLLOW CELL LOAD 9EARJN6 GH!'5 MANUPAGTIJREP IN GOP0 MANCB WITH AWN CA0-10, GRADE W'. OPEN CALLS ARE VERTICAL. 2. SINGLE STAGGED CONCRETE BLOCKS ARE ORIENTED 90 THAT LONG DIRECTION 19 PERPENDICULAR TO THE LONG DIRECTION OF TF! MAIN BEAM. S. FOOTERS MAY Be PRECAST OR POURED, Br, IN EIMER CASE, MUST BE LEVEL IN ALL DIRECTIONS, 4. PIERS ARF TO 9E PACED ON rt TOOTER APPROXIMATELY cerrEREp SO THAT THE FOOTER PRD..GTICN FROM 'NC PIER 15 EQUAL FROM SIPE-TO-510E NO FRONT -TO -6 K. PIER* PW1 tJC LZ/EL VERTICALLY ON ALL SIDES AND WIJARL METH THE FOOTER. 5. PREPADRJGATED PIERS ITYF'E 5J) MUST Be CERTIFIED FOR A RATED GAPAGITY AT LEST &VAL TO THE LDAs DETERMINED PROM 1 TABLETS. 1. CONCRETE TO HAVE A MINIMIM COMPRESSIVE STRENGTH MO OF 5000 PSI AFTER 29 DAYS. 1, 6AP 9CI1"td N TOP OP PIER AND MAIN PRAIiE MAY BE A W00D PLATE NOT EXlEEDIN6 2' IN THIGKJE5) Nig SHIMS (NOT EXCi INS 1' IN T4IGKNI539). SHIMS SHALL SE AT LEAST 4' NJPE AND 8• LONG. PITTED ARD DRIVEN TIGHT OBTI,CEN MooP PLATE oR PIER AND MAIN FRAME, N•IIHs To 9e rexperpictJLAR TO 1M 'U TWO INCH OR 4' 50LILJD CONCRETE BLDG: MAY PILL REMAINDER OP bAP. ?o f2/9 DOUBLE INTERLOGKED BLOCKS MAXIMUM HEIGHT = Q6° I -BEAM PIER FOOTING PIER 3 STEEL OR GONGRETE MANUFACTURED PIER (SEE NOTE 5) gT7 1 RERVORLIN6 BARS (0114 GRADE 40 MIN) PLACED IN T E PIER COMERS (4 PER PIM DOUBLE CONCRETE BLOCKS W1 TH ALL CELLS PILLED WITH CONCRETE AND LAID IN MORTAR FIGURE 4.1 TYPIC -AL PIER GONSTRUGT1ON 12 JUL-10-98 01:06 PTI- OAKWOODHOMES.LO7234 702420447 Art -4 ; 10&) Bu) ESS' SEMI= NOTE!!!.._„. u.� MAIN—� BEAMS SSE... NOi 5EE NOTE ai l yk NOTE °.�...�• __i r FDOT I N65 (5EE NOTE 12) L- J _moi 5EE NOTE 05 r-� f r r r ^ 7 P. 04 NOTE *3 -- PIER SUPPORTS (5EE NOTE IV) r � r r I PERIMETER SUPPORT (SEE NOTE 14) rE5, TABLE 4.1 FOR REOUIRED PIER GAPAGITT' AND SPADING. . T'A5LE 4,3 FOR FOOTING REcUIREMENTS. F ,ER5 SHALL BE LOGATEP AT A MAXIMUM OF 2 FEET FROM L o rH ENDS, 4. PIERS 5h°1ALL BE LOCATED AT EACH SIDE OF AL..L PERIMETER OFTNINGS (4) FEET OR WIDER IN WIDTH. THIS WILL, INCLUDE L)c-ORS, WINDOWS, REGESSEP ENTRIES, PDRGHES, ETD, 5. G,EE TADLE 4,2 FOR PIER CAPACITIES AT MARRIAGE F I CURE 4.2 BLOCKINS LAYOUT FOR MULTI—ECTION Nc N1�S LINE OPENINGS. 1°111NIU If111111f,11 f' = 1 V ENE8703571 Vikkz. * 51% °4'4';• o!ASP. c344.: S�O�4.E 13 JUL--10-98 01:06 PM. OPKWOODHOMES.LOT234 702420447 r4Tti : 3)9A1 at.oeN5 P. 05 _.,, aEk. NoTJ-. � �I —� #'j „'.. -- -- �� .�._... 5EE Nei _OT.ESEE SEE NOTE 11 r: I 11 H-� r-, Ir--; I 11 1 i Lac i �T T�f! -T�1-' T 1._ 1 .__, l -J L -L l --J l -J L -J L_• r � g. MAIN BEAMS r -1 L - J r r r FOOT IN65 (SEE NOTE 42) PIER SUPPORTS (SEE NOTE ■;i rii L -J J L -J L._4 — SEE NOTE 15 r r-� r-� SEE FIGURE- 4.4 ! 455 -r-..i...1. -, Lr-, - � I I. - -_-'_.--14.1--- +,„i-.—.—.-------.__iiiis.4____ --re.l-- .__....i!i. J .J �� L.�J_-J- �1-J ;{ NO PERIMETER PIERS IN C.LEARSPAN ARE REQ'D) kk r T,i r-, r - ® L J L J L L J , SEt NOTE r .L_ r *I r , r 1 L J r-1 r-, r-, r -,t _112:1L_ 4E11 —.-111311 _Mai L - J L - J 4. J LTJ PERIMETER J LOCKIN6 AS REM IRFC BT TABLE 4.IA SEE NOT1! SEE NOTE 11 1 SEE NOTE NJ SEE NOTEOr ma 1I r-” 1 Lt, 5C!` SEE NOTE 1i1 NOTE 13 0,0001..11i, r�" NOTE-:5:�`� Fp�r',,, I. SEE TABLE 4�IA FOR REQUIRED PIER GAFACITY AND SPACING. )�.• �.r' o".Rf;� .2 = ° 2. SEE TABLE 4,� AND SECTION 4.2 FOR FOOTING REQUIREMENTS. {. PIE'S ',HAL,L BE LOCATED AT A MAXIMUM OF 2 FEET FROM = EN{ 1'i"x'71 ; s:•r-f-i EN>"Ir, 4. PIERS SHALL BE LOCATED AT EACH SIDE OF ALL PERIMETER p c,, OPENINGS (4) FEET OR WIDER IN 1NIPTH, THIS WILL INCLUDE ,,,�F •!ti01A1.;.• ;��+`�.` DOORS,FEAWIBNLE04,2 OR PIER pGAPAG�7 ERS AT RIDGEBEAM COLUMNS. ��r11 fiONAL„l ,....�, FYF' FISURE 4.2A GAL-- 5LOCKN6 LAYOUT FOR MULTI -SECTION HOMES (PERIMETER PIER'S) 1n JUL-10-98 01:0.7 PM, OAKWOODHOMES.LOT234 702420447 "ic; DN pwEhIS P. 06 ROOF RIDGE BEAM COLUMN R1117&E BEAM COLUMN RIM MEMBERS MAIN BEAM -� RIDGE BEAM PIER SiJPPORT POOTI N6 DECAL, PAINT MARK OR DRAWING PROVIDED FOR, LOGATION DETERMINATION I__ BOTTOM BOARD F19URE 4.3 TYPICAL RIDGE BEAM SUPPORT COLUMN PIER A r — - CENTER LINE OF RID&E REAM D E ----7— INFLUENCE SPAN FOR 1.. PIERA INFLUENCE INFLUENCE SPAN FOR SPAN FOR PIER G .4..PIER P INFLUENCE UENGE SPAN roR PIER 9 1NPLUENGE SPAN FOR PIER P FIGURE 4.4 TYPICAL INFLUENCE SPANS ,,`,+g1�r�titiniri �rrrrA/4 N C Dpi'-� :%%‘161k. �iSTE •"71eet No F4 ENE8-03571 * –•• fir STATE OF .•'44,i SP. :41vi DIA 11'0 XIX10 ;04,5 gip 7/6 wig r 1J i JUL-10-95 01:07 PM, OAKWOODHOMES_LOT234 702420447 P.07 4Tr Do") Du -)ENS BION dO KI.C1114 SaIWA 16 .WL -10-98 01:07 PM. OAKWOODHOMES.LOT234 Arm ;D 0W0u5' 702420447 MINIMUM PEER GAPAGJTY TABL..._E (WITH PERIMETER BLOCKi NCS) ROOF REQUIRED MINIMUM PIER CAPACITY' (P UUNGS) LIVE LOADMAXIMUM PIER SPACING (FEET) (PSF) SE'.CTI ON i PIER 4N11;3TH LOCATION I5f5" FLOOR WJDTI-f A / 1 :2" (MAX) �. E AYE< ' PERIMETER I PIERS UNDER 51 DEWALLS PERIMETER PIERS UNDER HATING WALLS P. 08 MAIN ALL I-BEAM5 zQNES 1400# 18g0f 2310 63 ( )a 23100 32700 4220+ SEE SEE 21200 41754 I 5435* I NOTE 3 NOTE 3 30 3300* 4140* 61850 N/A , A.._-. Y A N/A 40 38204 55300 11240* SEE' SEE • 60 48154 'Moo 93500 NOTE 3 : NOTE 3 4 .... - . 6 . - . ,... H 1. Io T FLQQR ,iinru Ii/ MAIN I -BEAMS E:AVE= PERIMETER 30 PIERS UNDER 40 51D7=KALLS 1 60 I PERIMETER 30 PIERS UNDER 40 iMATING) WALLS 60 30 40 60 20104 I 2e10# 3615* N/A 1 N/A ALL ZONES 1415# 1925* 1 2430# 29400 : 54500 ..1 20100 2100* 1 31400 N/A N, A• 2385* 3380* 43650 SEE SEE 30100 43150 5620* NOTE 3 1 NOTE 3 34204 4125* 64350 N/A N/A 3170* 5750* 15500 Cii E: 5EL 5060* 73(10* q"1i5* NOTA 3 Ne:::) "3 - - [U 7.-f', C.-6 USED IN TAE3LE AE30VE BASED ON 91-1/2" MAIN BEAM- SPACING, V IGTH '40" MAIN F_00R I -BEAMS h'DTr4 4^V 1..1" (MAX) FAYE. PERIMETER PIERS UNDER SIDEKA1.LS r - PIER LOCATION ROOF LIVE LOAD (P5F) ALL ZONES REQUIRED E MAXIMUM PIER SPACING G(FEET7"OU11C: 5) 4 -1 6 8 1265# 1100* 30 40 60 1660* 21500 27000 2620* 3030* 3850* F'rRlMETER PIERS UNDER MATING WALLS 30 40 60 3040* 3510* 44400 43600 5060# 6460* Iv 2125* 25600 3r�,k:Gp 3360* N/A N/A, 3910* SEE 1 SFE 50000 i NOTE 3 NOTE 3 5680* NIA.', ��•66200 5l ? `r' 84800 NOTE 5 ' 1'107 �4 PES USED IN TABLE ABOVE E3A 0 ON 79-I/2" MAIN BEAM 5PAGNG, RF ERENGE DETAILS IN FIGURE 4.2A FOR PIER LOCATIONS, . 2. SEE TABLE 4,3 FOR REQUIRED FOOTING SIZES. 3. REQUIRED PIER SPACING FOR PERIMETER PIERS 15 8'-0" (MAXIMUM). 4. MAXIMUM PIER SPACING IS ALSO LIMITED BY I -BEAM SIZE. 5'-0" MAXIMUM 8" 1 -BEAM, 10'-0" MAXIMUM FOR 10" I -BEAM AND 12'-0" MAXIMUM FOR 12" I -BEAM. TABLE 4.IA M NIMUM FRAME PIER CAPACITIES (PERIMETER PIERS 19 JUL-10-98 01 :0E3 PM r OAKWOODHOMES. LOT234 ArrA: 3o,u OLA) GALS -cry AL RO0F 702420447 M1N1MUm FIER GAPAG1Ty (PoUNDS) _ '.A(11..)TH JLVE LOAD MAXIMUM SPAN To NEXT P " (EET) 1(PS 261-4" 2 3 4 6c 2 3 4( 23"-411 2 3 4 4. P. 09 8560; 14.160 01137601 : 8,L,r6E-11! SP:55 5. 55 o: [11660 5 7670 51 1175 :12250 [ /—SEE NOTE g3 LIII rirR LOADS BASED ON 10 PSP ROOF DEAD LOAD. LoAr3S TABULATED ARE TOTAL FOR BOTH HALVES AT GoLUMN SUPPORT. . REFER TO TABLE 4.3 FOR FOoTER DESIGN. TABLE 4.2 MINIMUM HER. CAPACITY MLA._ 7- I -5E(7,T I ON RI DC-,EE3EAMI COLUMN SUPPORT 20 4 8 12 16 20 24 - - - - • I • 28 .P.• , / 1 32 3160 -.4. 4060 7 1360 2260 4160 5560 6160 1661 ) 1735 2110 4010 5210 6450 1625 8800 44& 7 2105 3560 5020 6475 7435 4340 10850 1230 ) 2550 4865 6880 8400 10410 12425 14140y615; 1400 2355 3265 4200 5130 6060 6110 -/ci2 1710 3010 4230 5450 6675 7100 INS I05 ) 2175 3685 5200 6105 5215 1725 11235 1275 ) 2150 ------,--..--------, 5040 7125 1215 t1500 13400 15480 1751, 1250 2050 2850 3650 4450 5255 6060 656 1560 2615 3665 4120 5110 6820 1815 512. ) 1400 3200 4500 580011040 5310 1610 11001 ....___ 2550 4350 6150 1430 11120 1155 _15300 15[0t 4. P. 09 8560; 14.160 01137601 : 8,L,r6E-11! SP:55 5. 55 o: [11660 5 7670 51 1175 :12250 [ /—SEE NOTE g3 LIII rirR LOADS BASED ON 10 PSP ROOF DEAD LOAD. LoAr3S TABULATED ARE TOTAL FOR BOTH HALVES AT GoLUMN SUPPORT. . REFER TO TABLE 4.3 FOR FOoTER DESIGN. TABLE 4.2 MINIMUM HER. CAPACITY MLA._ 7- I -5E(7,T I ON RI DC-,EE3EAMI COLUMN SUPPORT 20 JUL-10-98 01:02 PM,OAKWOODHOMES.LOT2Z4 702420447 DIV owFids P.10 PIER CAPACITY (POUNDS) 600 600 1000 1500 2000 2500 MINIMUM _FOOTING SIZE (OR EQUAL AREA) (INCHES) 5011_ BEARING CAPACITY (PSP) 1000 1500 2000 2x12 2x12 2x12 5x15 7x17 ax l' 3000 21x21 3500 22x22 4000 24x24 4500 25x25 5000 21x21 5500 28x28 6000 21x 2q 6500 1 31x31 1000 i 32x32 4000 I2x12 12x12 ' 12x12 12x12 12x12 12x12 12x12 12x12 2x12 12x12 12xI2 2x12 14x14 12x12 2x12 15x15 13x13 r 2x12 17x17 15x15 2x12 16x18 16x1' 2x12 20x20 11x17 2x 12 21x21 I&xIS —1500 Y 33x33 5000 6500 9000 1500 10000 1000 12000 13000 14000 15000 16000 11000 15000 19000 20000 21000 22000 23000 24000 25000 34x34 35x35 36x36 37x37 38x38 40x40 42x42 43x43 45x45 22x22 14x14 23x23 20x20 24x24 21x21 25x25 22x22 26x26 22x22 27x 7 23x23 28x2S 24x24 2'x29 25x25 2'x29 25x25 30x30 26x26 31x'11 21x21 32x32 2&x28 34x34 2'1x21 55x35 31x31 31x31 3x13 3xI3 4x14 5x15 5x15 6x16, 6x16 1x11 7x1-1 axle 9x1 61x14 20x20 21x21 22x22 32x32 212 46x46 48x48 4gx4q 51x51 52x52 54x54 55x55 57x57 50x58 54x51 '0x60 38x38 3'x34 40x40 42x42 43x43 44x44 45x45 4'x46 47x41 48x40 49x41 NOTES: I. FOOTING SIZES SHOWN ARE FOR SQUARE PADS AND ARE BASED ON Tim k*A (SQUARE fNGHES) REQUIRED FOR THE LOAD, OTHER FOOTING CONFIGURATIONS, SUCH A5 RECTANGULAR, MAY BE USED PROVIDED THE AREA (SQUARE INC 5) IS EQUAL TO OR GRATER THAN THE AREA OP THE SQUARE FOOTING SHOWN IR} TABLE. FOR EXAMPLE, A 12"x22" (286 SQ. IN,) FOOTING MAY BE USED IN P OF A Ib"xIb" (256 SA. IN,) FOOTING. ALSO, TWO 12"x2+4" PADS MAY BE USE6, IN PLACE OF ONE 24"x24" PAD. PROJECTION SHALL NOT EXCEED "P". 33x33 I 23x23 34x34 24x.24 35x35 25x25 36x36 25x25 31x37 38x38 361x34 40x40 41x41 42x42 43x43 2b)(2E3 27x21 28x2& 28x2& 24x21 30x30 30,49 • �, • THE FOLLOWING TABLE SPECIFIES THE MAXIMUM FOOTING SIZE FOR VAR10(16" '?} �' ,'� FOOTING THICKNESSES. THIS TABLE 15 BASED ON UNREINFORGED FOOTINGS. REINFOR FOOTINGS MAY REQUIRE A SMALLER THICKNESS THAN THAT LISTED BUT MUST BE DESIGNED BY A LICENSED ENGINEER. ALSO SEE SECTION 4,2,1 FOR ALTERNATIVES, FOOTING, S&L STACKED DBL STACKED T 1 Pmax PIERS rW x BLOCKS (L x• W) 4 4" IG,"xIb" 6"1 61/2" 8" 1 8 1/2" 12"1 13" 18"I 161 1/2" Ib"x24" I1"x2'1" 24"x32" 52"x40" 16"x16' 24"x24" 21"x21" 32"x32" 40"x40" c� o la TABLE 43 FOOTING SIZES k: JUL-10-98 01:0.9 PM, OAKWOODHOMES.LOT234 702420447 P.11 N C) LA.) e' For example, ground anchors required for a tiedown system normally must be installed before the home is placed in its final position. 3. Upon delivery of your new home, and before placing in its final position, you should inspect both interior and exterior for possible shipment damage. Any damage should immediately be reported to your dealer. 4. Prior to set-up of your home, the soil beneath the final home location should be prepared as outlined on Chapter 3. 5.2.2 Multi -Wide Set-up Procedure! Pier Foundation 1. Strip plastic and wood braces from both units (weatherproof covering and temporary supports). Be sure all exposed nails and staples are removed. 2. Position one-half (usually the heaviest half) of the home in its proper final location. 3. Placing the individual support foundations under the home in the correct sequence is very important and should be done as follows: Place the first lifting jack under the chassis' main beam, just forward of the front spring shackle. Locate the lifting jack so that a support foundation can be placed next to the front spring shackle. 4. Position a second lifting jack under the same chassis' main beam just behind the rear spring shackle. 5. Using both jacks uniformly, lift one side of the home and place a support foundation (using appropriate sized piers and footings as referenced in Chapter 4) next to the front spring shackle. 6. Place a second support foundation within 8 feet of the first or, if necessary, immediately behind the rear spring shackle. on three, four or five axle units where these two support foundations could be further than 8 feet apart, place a third support foundation between axles spaced as evenly as possible between the first two support foundations. 7. Place one additional support foundation towards each end of the chassis' main beam within 2 feet of the extreme end of the home. S. Lift the opposite side main beam as outlined above and "rough" level by placing support foundations directly opposite those placed on the first side. 23 JUL-10-98 01:09 PM. OAKWOODHOMES.LOT234 702420447 ATTN: ") 9weIL' P.12 9. Complete the "rough" leveling from front to rear and side to side by adjusting the support foundations as required. 10. Evenly space intermediate support piers under the main beams so that the home is supported as required. (See Figure 4.2.) 11. Place additional supports at each side of doors or openings 4 feet wide or wider. 12. Additional support foundations are desirable under chassis' main beams or floor joists where extra heavy furniture or appliances are located. 13. "Rough" level this half of your home as outlined in Steps 2 through 12. (See Figure 4.2 for spacing and location of individual support piers.) 14. Place an additional support foundation under the floor rim joist at each ridge beam column location (See Figures 4.3 and 4.4). 15. Once the first half of the home is in place, a strip of sill -seal insulation should be attached per Figure 5.1 to the marriage joint of the first half. The sill -seal insulation will fill any gaps between the two halves of the home and help prevent air infiltration. 16. Position second unit along side the first unit being careful not to jar the first unit. Approximately six inches or less should separate the floors. Bring the two floors together using jacks or similar devices. Draw the floors together tight (at this stage the ceiling will usually be open at the center). 17. Loosely attach the floors together (See Figure 5.2 or 5.3). Predrill holes in the floor rim joist and insert the lag screws. Do not fully tighten. 18. Starting with the inside main beam, rough level the second floor as detailed in Steps 2 through 11. 19. Close the gap in the center of the ridge bean halves by raising the outside of the second unit. Connect the top of the ridge beam using one of the methods shown in Figure 5.4 , 5.5 or 5.6. It may be necessary to adjust the ceiling joint flush before installing the connections. A jack and tee is used to raise whichever ceiling is low. Start in the front and work through the home to the rear. 24 JUL-10-98 01:1•0 PM. OAKLIOODHOMES.LOT234 702420447 P.13 20. Tighten the lag screws to securely fasten the floors together. 21. Make a final level adjustment of the ehome using rk from fronttrd obubble level or a manometer type rear and side to side to obtain final level conditions' throughout the home. Each individual support foundation should be snug and in contact with the home. 22. To finish the roof install two layers of 15# felt along the length of the home's ridge line and tack in place. The felt layers are to be overlapped 4" at each seam, with the top layer seams offset a minimum of 48" from the bottom seams. Install the top courses of shingles on each half with 4 shingle nails, positioned 5 5/8" above the butt and not in, or above the self-sealing strip. The nails are to be placed as required by the instructions on the shingle bundle wrapper. Cut the tabs off of the shingles to be used for the ridge cap. Bend the shingle lengthwise so as to have an equal exposure on each half of the ridge. Begin at either end of the ridge and lay the shingle over the top edge and secure it on each side with a nail located 5 1/2 from the exposed end and 1" up from the edge. Lay the succeeding shingles so as to expose 5". NOTE: In cold weather, warm the shingles before bending them; field installed shingles and ridge cups must be hand tabbed, using an approved tar and sealer. 23. Connect gas line flex connector (crossover) where applicable. (See Figure 8.10.) 24. Connect electrical crossover as required with the material provided. (See Figure 8.15.) 25. Connect duct crossover. Flexible crossover must be supported so that it does not rest on the ground. (See Figure 5.14.) 26. Connect waste line crossover where applicable. 27. Connect hot and cold water line crossover connectors where applicable. 28. The tiedown system must be connected as discussed in Section 5.3 of these instructions, and in accordance with the instructions of the tiedown and anchor manufacturer. 29. In the event of a slight settlement any time after the intial installation, releveling can be accomplished by following the procedures detailed above for "final" leveling. 25 JUL-10-98 01:10 PM• OAKWOODHOMES.LOT234 1:. u) ©c.&) e s 702420447 30. Install all light shades and light fixtures as needed. P. 14 31. After connection of utilities is complete test utility systems (electrical, water, drain lines and gas lines, as applicable) as detailed in Chapter 8. 32. Install the ridge beam molding (or finish) over the center joint in the ceiling. 33. Install carpet, carpet padding and molding where applicable. 34. Check and adjust the entire home for items which may have become misaligned in transit or during set-up, such as the following: a. Adjust passage doors to close easily with proper alignment. b. Realign cabinet doors. c. Adjust drawers to open and close easily. d. Adjust closet doors, aligned and square with walls. e. Adjust exterior doors to close easily and be square with frame, and to lock and unlock easily. f. Adjust all windows to open and shut easily. g. Adjust drapes to operate easily and completely close. h. Recaulk over the top of all windows and doors and other seams as necessary. i. Retack any loose moldings, panel connections, and trim. j. Retighten "p" trap fittings. 35. On some models, it may have been necessary to ship loose appliance vent piping to assure the pipe's safe transportation to the final site. Check all appliances to confirm that all venting is installed per the appliance installation instructions. 36. Install and/or connect all other parts and items shipped loose with the home. 37. Conduct final clean-up operation in the home. 38. Your Homes By Oakwood Multi -section Home is ready for occupancy. 5.3.1 Anchoring instructions. After blocking and leveling, the installer should secure the home against the wind. 5.3.1.1 Number of location of anchors. Select the number and location of straps and anchors from the chart and diagram of appropriate Figure 5.9. Use only listed and approved ground anchors capable of resisting at least the minimum loads given in the chart for the method you select, 26 JUL-10--98 01:10 PM OAKWOODHOMES.LOT234 702420447 P.13 20. Tighten the lag screws to securely fasten the floors together. 21. Make a final level adjustment of the home using a standard bubble level or a manometer type level, Work from front to rear and side to side to obtain final level conditions' throughout the home. Each individual support foundation should be snug and in contact with the home. 22. To finish the roof install two layers of 15# felt along the length of the home's ridge line and tack in place, The felt layers are to be overlapped 4" at each seam, with the top layer seams offset a minimum Of 48" from the bottom seams. Install the top courses of shingles on each half with 4 shingle nails, positioned 5 5/8" above the butt and not in, or above the self-sealing strip. The nails are to be placed as required by the instructions on the shingle bundle wrapper. Cut the tabs off of the shingles to be used for the ridge cap. Bend the shingle lengthwise so as to have an equal exposure on each half of the ridge. Begin at either end of the ridge and lay the shingle over the top edge andsecure it on each side with a nail located 5 1/2 from the exposed end and 1" up from the edge. Lay the succeeding shingles so as to expose 5". NOTE: In cold weather, wars the shingles before bending them; field installed shingles and ridge cape must be band tabbed, using an approved tar and sealer. 23. Connect gas line flex connector (crossover) where applicable. (See Figure 8.10.) 24. Connect electrical crossover as required with the material provided. (See Figure 8.15.) 25. Connect duct crossover. Flexible crossover must be supported so that it does not rest on the ground. (See Figure 5.14.) 26. Connect waste line crossover where applicable. 27. Connect hot and cold water line crossover connectors where applicable. 28. The tiedown system must be connected as discussed in Section 5.3 of these instructions, and in accordance with the instructions of the tiedown and anchor manufacturer. 29. In the event of a slight settlement any time after the intial installation, releveling can be accomplished by following the procedures detailed above for "final" leveling. 25 JUL-10-98 01:1,0 PM OAKWOODHOMES.LOT234 A-Trm: &©Le1s 702420447 30. Install all light shades and light fixtures as needed. P. 14 3l• After connection of utilities is complete test utility systems (electrical, water, drain lines and gas lines, as applicable) as detailed in Chapter S. 32. Install the ridge beam molding (or finish) over the center joint in the ceiling. 33, Install carpet, carpet padding and molding where applicable. 34. Check and adjust the entire home for items which may have become misaligned in transit or during set-up, such as the following; a. Adjust passage doors to close easily with proper alignment. b. Realign cabinet doors. c. Adjust drawers to open and close easily. d. Adjust closet doors, aligned and square with walls. e. Adjust exterior doors to close easily and be square with frame, and to lock and unlock easily. f. Adjust all windows to open and shut easily. g. Adjust drapes to operate easily and completely close. h. Recaulk over the top of all windows and doors and other seams as necessary. i. Retack any loose moldings, panel connections, and trim. j. Retighten "p" trap fittings. 35. On some models, it may have been necessary to ship loose appliance vent piping to assure the pipe's safe transportation to the final site. Check all appliances to confirm that all venting is installed per the appliance installation instructions. 36. Install and/or connect all other parts and items shipped loose with the home. 37. Conduct final clean-up operation in the home. 38. Your Homes By Oakwood Multi-SectionHome is ready for occupancy. 5.3.1 Anchoring Instructions. After blocking and leveling, the installer should secure the home against the wind. 5.3.1.1 Number of location of anchors. Select the number and location of straps and anchors from the chart and diagram of appropriate Figure 5.9. Use only listed and approved ground anchors capable of resisting at least the minimum loads given in the chart for the method you select. 26 INSPECTION Vs ILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICr REQUIRED FOR .INSPECTIONS MANUFACTURED HOME BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued /— l.. Zoned Area. Permit No.. 1.1. AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to zoning, location, construction and erection. of the proposed structure for which this permit is granted, and further agrees that if the above said regulationk.are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use inn /M el a c4041 don Address or Legal Description Owner I r\ Contractor s r 3 Footing Foundation or Blocking Rough Plumbing Electrical Final INSPECTION RECORD (by State Inspector) Gas Piping Septic Final l /717....._ Notes: THIS PERMIT IS NOT TRANSFERABLE Phone 945-9159 109 8th Street County Courthouse Glenwood Springs, CO. DO NOT DESTROY THIS CARD APPROVED Date / 644I' Ci46 By MI 6t err IF PLACED OUTSIDE -COVER WITH CLEAR PLASTIC