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HomeMy WebLinkAboutApplication- PermitNo. 6579 GARFIELD COUNTY BUILDING, SAMTATION and PLANNING DEPARTMENT 109 8th Street Suitc 303 Glenwood Springs, Colorado 81601 (303) 945-8212 JohAddress y Shotgun Street, Rifle Village South, Lot 12, Block 8, Rifle Building Permit Nature of Work Use of Building Owner Manu. Home on Foundation Scottie Wood Contractor Owner Amount of Permit $ 508.96 Permit: 187.25 Plan : 121.71 Set Up Fee: 200.00 Paid 121.71 11/10/97 Date December 31, 1997 S. Archuleta Clerk Feb -28-97 05:0ZR Stella Archuleta BUILDING PERMIT APPLICATION 970-945-7785 Les GARFIELD COUNTY, COLORADO Applicant to complete numbe s only. PERMIT NO. /7 7J PARCEUSCHED NO. P.01 .laaAAnness SYhI.:4-4),,),IA kt rke-eQ-j-- 1 LEGAL OESCR LOT NO 12 BLOCK 8 5i1,51DR Rifle Village South, Filing 1 Amended 2 OWNER Scottie Wood OWNER ADDRESS R� e, - ....._/ WK. PH �83 —6 Sh 3 CONTRACTOR ADDRESS tE/ PH LICENSE NO 4 ARCHITECTCRDESIGNER (har1P.G RnhinsDRESS ENGINEER __Ft. Collins. co ADDRESS PH.970-493 J PH N 119E4SEO LICENSE NO. 5 6 S.F9FBUILDING 1867 S.FOFLOT 7920 HEIGHT 12t NO OF FLOORS 1 7 USE OF BUILDING Single Family Dwelling 8 Cuss Or vworu<! ) NEIN a ADDITION ❑ ALTERATION a REPAIR a MOVE c REMOVE DESCg16E'Mgr' Canatrt"iirt i nn fnitnr1 tj oii ajajl pLacp run 4117 ar home 10 GARAGE SINGLE DOUBLE CARPORT SINGLE DOUBLE DRIVEWAY PERMIT ON SITE SEWAGE DISPOSAL PERMIT SITE PLAN 11 VA.wnon Or 000 S ADJUSTED VAL S , Z Q2, O ZC PLAN CHECK FEE / ‘ %/ /NO. PERMIT �E€ / 57! 3 SPECIAL CONDITIONS' /8'4,7,4( % JAN -3U-98 ERI 106:26 PM CHRIS STEVEN RUSSELL 9702432681 Earth Engineers January 30, 1998 P.01 2956 North Ave- .91b P.O. Box 41049 Grand Jc., CO 81504 970-243-268I To: Garfield County Bldg Dept. For: Mr. Dont Owens From: Chris Steven Russell, PE RE: Scottie Wood, "Stop Work" Order - 0011 Shotgun St, Rifle Village South I have inspected the foundation under the modular home at referenced address and have found that it may be used "as built" given the following: 1) The owner is to place jack stands at 5' O.C. under each "I" beam. 2) Solid CMU blocks having at least 2000 psi compressive strength may be used under each jack stand, as it appears is now being used. Any jack stand not residing fully on a footer must have a CMU block inserted under the jack. The CMU unit must at least be as wide as the jack stand base and have at least a 4" nominal thickness. 3) The owner will inspect each CMU block at 2 months, 6 months and each year thereafter the setting of such blocks. Any broken block must be replaced. Any differiential vertical space found between the foundation and the CMU block must be corrected by inserting a full length corrosion resistant shim, such as coated steel. The results of this procedure must be recorded and kept available for viewing. 4) The owner will inspect each jack stand at 2 months, 6 months and each year thereafter the setting of such jack stand. All jack stands must be adjusted level to the manufacturer's recommended load. Any CMU unit that settles as a result of this adjusting operation must be shimmed as m (3) above. The results of this procedure must be recorded and kept available for viewing. Should you have any questions please do not hesitate to call this office. cc: L. Bradley Sincerely, Chris Steven Colorado Professfo ,s;a 31et4rt 111 p•_ ngineer • Earth Engineers - Professionals in Earth Science Feb -28-97 OS:08P Stella Archuleta 970-945-7785 P.02 The following items are required by Garfield County for a final inspection: A final Electrical Inspection from the Colorado State Electrical Inspectnr; 2. Permanent address assigned by Garfield County Building Department posted where readiiv 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_ non-absorbent 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 and cold running water, non-absorbent floors and walls finished and a privacy door: ,A11 steps outside or inside over three I3) steps must have handrails, ward rails on haiconies or - decks over 7,0" high constructed to ail 1004 li3C requirements Outside srradin2 done to where water will detour away from the building_ 7 Exceptions to the outs,de steps. decks and uradrnv rnav be made upon the demonstration of extenuating circumstances. i e weather. but a Certificate of Occupancy will nor he issued until all the required ;terns are completed and a final inspection made A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL .ALL THE ABOVE ITEMS HAVE BEEN COMIPLETEI). —**Cannot occupy or use dwelling until a Certificate of Occupant'. r C 0 is issoe•1 Occupancy or use of dw.&!inx \,y-ithout a C 0 will be considered an illegal oce.ipar, s, and n'. '..'�e grounds for `acating. premises until above conditions are met I understand and agree to abide by the above conditions for occupancy. use and the issuance of a Certiricate of Occupancy for the dwelling under building permit %s %? 10—/1/-7 Signature Date Feb -28-97 05:08P Stella Archuleta 970-945-7785 P_03 )1N.I 151. 1I.ID1\C; \'``[) 1'1_,.\\'\1'�i L 70-945-8212 MINIMUM APPLICATION -\TIO\ RF{ 1I1RFM1P\-I.S tOr S1\CiLL: FAMILY 1)\VELLINC► CONSTRUCTION RUCT1c..J\' NEV • CONSTRLICTION \1-aNE. r.ACTLR!-D Ht..)ME ADDITIOXS ALTERATIONS and In order to understand the scarce of :he \,ore a _-)=rtni: and e\pej.iie the Issuance of a perrrni It is important it r complete 1n1t'"17,-iilk7)i I r^',17 `,decuate and an:?.ete :ruormation tititi} preen, :;`!: _ :n -:le pith re ie\\ ,...“. ., .',\ n , .,Ian drsc,l\':ri that required ?nr(.-r1-nation Has n, -)r been rt-,\-idej li', the :]nril.tan' r4;?ilt in the dela', of the permit issuance and In Cr-05;.ee`iri \\ L'h r' 'ie cc\i-ii" conr-actor may be required to pro\ide tn!s lntorrnatlnn i�eT.�r. t e r. 11-2\1•t' \\ 71',":1\~,r,� _ _' l h'- causes dein s .because other plans *r r r- i, a the l�n that are :n stn: t, . !� m \ n� ' , � ;�—�.n• n . Se„�r.. new rnfornnation ma\ be re\le'.yed ager it has neer nrn\1ri,3 l ,; ;�,1';�ilr: ' Dea:Tr.lent Please rev-iew this document to determine if Nou hale enouc h inforrnation to design y -our project and provide adequate information to facilitate a plan re', iew. If you do not, it may be helpful to obtain a book titled "DwellinQ Construction under The lniform•Buildin2 Code”. This book is available to you through this department at our cost_ Also, please consider using a design professional for assistance in your desi�n and a construction professional for construction of your project. To pro\ide for a more understandably plan in order to determine compirance with the huildins,. plumbing and mechanical codes. applicanrs are requested to revie\\w t'rlr foilo\\ ino check list prior to and during design, .Applicants are require 10 indicate appic,;anately and o stibmlt the completed check Inst at time of application for a perinut. For the placement of a manufactured horde, questions numbers 1-4 and 19-28 :Are the only questions that need to be addressed: ceb-28-97 05:09P Stella Archuleta 970-945-7785 P.04 Is a site :, included that indica }, .•l�� the FIs:dn:::5 of ['rUp:+se.1 • ,..iu,;ic+v 1[+ ;+7�nc-t‘ -r :aeS. otlle" + •iIdints. set Caci; ease;nents and .I;:IIt1' easernL•nt' Does :he s:te pian Include the location of the ISDS rina:\iajat Se•..aLie S ster and the a:5:antes tp prope. r< Imes. 4+riffs ion subtect propem and adiac= n:pr,+per.ies ) streams or ' :er r r. Dots ', e vie ,;� Indicate ."�e lu.:a:,o and �;r..:Io", of :he Cour-•.-or _- =t:.;,:.:. azca;s,-,�� t:.` a Dc :he pians Induce a foundation pian :ndizatir. :he size.:oca:Ion a -d :qac," o� a..reinforcing s:eei ... 3 tante w::n the ur,tforrn'uadi tL :ode c- per s:arnpe e'! ineerec des:+_n" 1'es , Do the plans indicate the location and size of ventilation openings or under floor crawl spaces and the clearances required between wood and earth' Yes 6 Do the plans indicate the size and location of ventilation openings for the 3rtic. -o01io:st spaces and soffits') Yes Do the plans include design loads as required under rhe uniform Buiidinv Code for roof snow loads. (a minimum of 40 pounds per square foot in Garfield County), floor loads and wind Toads' 1' es 8 Does the plan include a building section drawing indicating foundation. wall. floor and roof construction' Yes 9 Does the building section drawing include size and spacing of floor joists. v all studs. ceiling joists, roof rafters or joists or trusses' Yes 10 Does the building section drawini or other detail include the method of positive connection of all columns and beams" Yes 7 =ab -28-97 O5:1OP Stella Archuleta 970-945-7785 P.05 1 I Does the pian indicate the hei�_ht of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing tirade contours`' Yes 12 Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase 1I cenifications or phase ll EPA certification' Yes 13 Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37" Yes No 14. Does the plan include a window schedule or other verification that egress rescue windows from sleepinu rooms and/or basements comply with the requirements of the Uniform Building Code" Yes No 15 Does the plan include a window schedule or other erif canon that w:ndows provide natura! light and ventilation for all habitable rooms' Yes - No 16 Do the plans indicate the location of glazinu subject to human impact such as ``lass doors. elazinv immediately adjacent to such doors. g!aztny! adjacent :o any surface normally used 35 a \Aalking surface. sliding glass doors. fixed class panels, shower doors and rub enclosures and specify safety glazing for these areas`' Yes No 17 Is the location of all natural and liquid petroleum as furnaces. boilers and water heaters indicated on the plan" Yes No 13 Do you understand that if you belong to a homeowners association. it is your responsibility to obtain written permission fro the association. if required by that association. prior to submitting an application for a building permit" Yes _ No 19 Will this b ttie only residential structure on the parcel" Yes No if no -Explain. 20 Have two (2 complete sets of construction drawings been submitted with the application? Yes Feb -28-97 05:,p_„3Stel la Archuleta 970-945-7785 P.06 21 Is this an iication for the placement of a manufactured hone' Yes No lives. have you specified the size of the unit (min 20ft. x 20ft). live roof load (min 404). kind design (rni ind speed of 80 mph 8: 1: lb. wind load). foundation desmon_ method of anchorin`' Yes ` �^r Have you designed or had this plan designed while considering building and other construction code requ' tnents'' Yes No Does the plan accurately indicate what you intend to construct and what will receive a final inspectto the Garfield County.Buwldzng Department' Yes No w Do you understand that approval for aesl!r and or construction chancres are required prior to the applicationfpf these charu es'' Yes 11 No 25 Do you understand that the Building Department will collect a "Plan Re\iew" fee from you az the time of application and that you will be required to pay the "Permit Pee" as \4eI1 as any 'School 1rnpact" o Septic System" fees required, at the time you pickup your buiidinv, permit Yes No 26 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 i?:OO 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) dad; Yes do Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancv.of the budding'Yes I/ No 28 Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner'',"General Contractor", "Contractor" or otherwise, is the party responsible for the project cotFying with the Uniform Building Code Yes ✓ Y No 4 Feb -28-97 05:12P Stella Archuleta 970-945-7785 P_07 1 hereby acknowledge that 1 have reed. understand and answered these questions to the best of nty ability. signature Phone 329- Y7V (days), -9"7 date iaeveninus Project Name w v Project Address NONN I.fyou have answero:1 "No" On an' ofthe you nla:s be ri:qulrLd to rm.-16L thi, Informanon the r.cl•II..I 4)1' the l3uridin Official prior to beginning the plan ro iew pros".; Dela,...s in issuing ib permit arc to b•_ e t Jd Work ens' nol Without the ra:uanea of a permit, If it is determined b\ the Building tha: add]lional iniornation I n.__,.ar. sr re.1,:1, thti appucauon and plans to dctenauue tnizunlurn .:oatpl;an;c \ tit the adopied ann+i, ati, r. mat mnr, recent appilcauons for building permits m the reylZu prop::.; and no re% leu cd until required In;armation ha,: hien prrn ldcd and the applhauon ralatcti again to first position for review. delo . in issuance Of ih parmit or dais\ t l r ro,ei:dini' s� Ilf] :lrl�ifU. OP. Per.AppO2 Effect i e Au rl_Sl ' ; .1ti7; &errp ocuer Registered Land Surveyor No. 9009 e, VEC:O 2.1997 LMF EE.LD -LINTY November 21, 1997 Garfield County Building and Planning Dept. 109 8th Street, Suite 303 Glenwood Springs, CO. 81601 Mr. Eric McCafferty Dear Eric, In accordance with Larry Bradley's request, I have determined the finish floor elevations for Lot 12 of Block 8, according to the Amended Final Plat of a portion of Block 8 of the Rifle Village South Subdivision. I observed the elevation of the centerline of Shotgun Street at the mid -point of the lot and added two feet, as recommended by the drainage report. All elevations stated are relative to an elevation of 5326.60 on the rebar and cap at the NE corner of Lot 8 in Block 8. Lot 12 minimum finish floor elevation 5326.82 I hereby certify that I personally observed this elevation and that the same is true and correct to the best of my knowledge ability. 1854 County Road 293 • Rifle, Colorado 81650 • (970) 625-1872 SEP -08--97 MON 93 : S9 PM CHRIS STEVEN RUSSELL Sala 54944Wg4 9702432681 P - 01 September 8; 1997 (Geotechnical Investig.4tion Rifle Village South Subdivision Lots 11 through 15, Block 8 Garfield County, Colorado Prepared For: Mr. Laurence R. Bradley 1316 Arabian Ave. Rifle, CO 81650 2923 North Ave, #5 Grand Jct., Co 81504 970 - 243- 2681 Jntroduction A geotechnical investigation was made on Lots 11 through 15 of Block 8, in Rifle Village South Subdivision located in Garfield County, Colorado in September 1997. The site showed to be flanked (a) to the East by a deep cut narrow arroyo, (b) to the North by a sharp embankment falling rapidly to a small lake located on the southside of the Colorado River Bottom, (c) to the South by undeveloped lots of the same soil composition, and finally (d) to the West by a small arroyo that has been filled by pitrun type material, The primary geotechnical consideration in these lots is erosion. The. erosion is taking place both on the surface and the subsurface (piping). The erosion noted was both historic and recent. The recent erosion was developed by runoff flowing through and over incomplete compaction of native soil and fill. The most significant of this erosion has occurred over filled historic drainage patterns. Piping has occurred in these filled historic drainage patterns. Recommendations : Overall Site The current erosion problem may be solved by compaction, addition; of engineered fill, and prudent drainage. It is difficult to ascertain where the problematic areas are due to prior coverage with fill. Piping is currently evident near and in the filled arroyo to the \Vest, near the arroyo to the East, and near the filled areas adjacent the steep slope located at the north side of the site. Dine to this prior filling, itis recommended that: 1) The entire site be tilled/ripped to 18" below groundlevel and mixed with an engineered "cohesive" fill. The tilling/ripping in place will allow for more complete mixing of the fill material with the native soil. 2) Once mixing is complete, the mixture should be pushed aside and the native soil should be compacted to 95% of the maximum dry density (ASTM D-698) in place. by a dozer pulled sheeps foot and water truck. This will require the addition of water. The sheeps foot should develop at least 2000 psf This will allow for deep penetration and will reveal problem areas of subsurface piping. Areas where piping is evident should he cut below the lowest point of piping, and filled and compacted with the "cohesive" engineered fill. 3) Once compaction of the native soil is complete, the mixture of native soil and fill shall be reintroduced and compacted to 95% of ASTM 0-698 maximum dry density by a dozer pulled sheeps foot and water truck, SEP -08-97 MON 04:01 PM CHRIS STEVEN RUSSELL 9702 472E.S 1 F.01 4) The mixture should be covered with a fm.al layer of 6" of engineered cohesive fill. This fill shall be compacted to 95% of the ASTM D-698 maximum dry density by flat .roller type compactor. A final grade of 1% - 2% sloping towards Shotgun Street is recommended. It is recommended that a geotechnical engineering firm monitor compaction, fill mixture requirements, and determine the level of excavation/compaction needed It appears that most runoff in this immediate area will exit by means of the filled covered arroyo to the west of the site. Should this be the case, it is further recommended that this filled arroyo to the west of the site be excavated and a culvert be installed or a heavily lined ditch be constructed along that length. The area has shown to be susceptible to piping. The culvert or ditch should be sized according to Garfield County storm event specifications. The arroyo to the East will erode as time transpires, but does not currently impact any proposed building as defined by the building envelopes. All buildings should be Located at least 25 feet from any embankment. Residential Foundations Residential foundations should be engineered to prevent piping from occurring under and adjacent to the footer area. This may be accomplished by the introducing engineered"cohesive" fill into the footer area and compacting that fill to at least 100% of ASTM D-698. The backfill should also be cohesive and compacted to at least 95% of ASTM D-698. It is recom..mended that a footer - stemwall foundation be utilized whereby a minimum span of 12 feet is used in design. An allowable bearing pressure of 1000 psf may be used given prudent drainage techniques are utilized. Any questions concerning geotechnical aspects of foundation design should be forwarded to this office. An openhole inspection should be carried out on each foundation excavation to ascertain compaction and soil type. Prior Studies Two blepworth-Pawlak soil reports, concerning the adjacent area, indicate that the site soil is a sandy silt which is susceptible to hydrocompression (piping) and surface erosion under low velocities. The soil exhibits an allowable bearing pressures near 1000 psf The reports further indicate that structural fill should be at least compacted to 95% of ASTM D-698. Testing Bores One 4" diameter auger bore was drilled to approximately 10' below ground surface within the building envelope of each of the five lots. The borings showed the that the soil within the lots are homogenous within this interval. Typically 6" of fill material was encountered followed by 9' of native soil. The native soil was a sandy clayey silt (ASTM "CL") that was slightly more sandy at the top 3' than below that point. Groundwater No groundwater was encountered in any of the boreholes. The soil showed to be slightly but increasingly moist through the bored interval. SEP -08-97 MON 04 :03 P11 CHRIS STEVEN RUSSELL 9702432681 P.01 Classification The native soil is classified as ASTM "CL". A representative sample tested a Plastic Limit of 15 and Liquid Limit of 28 giving a 13 Plastic Index. Sieve tests showed that greater than 50% of the samples passed the 200 sieve. Soil Bearing Tests and Foundation Allowable Bearing Capacity The native soil showed a linear relationship between allowable bearing capacity and moisture content from 15% to 26% moisture content. The allowable bearing pressure at 22% moisture content was tested at 1000 psf , The engineer may design for 1000 psf bearing pressure given a prudent drainage design and good compaction. Native moisture contents measured at nearly 10% at the surface. Proctor Tests:ASTM D-698 The native "CL" type soil tested a maximum dry density of nearly 1.15 pcf at 13% moisture content. The fill material tested a maximum dry density of nearly 125 pcf at 10% moisture content. The study showed that the surface soils on these lots were a sandy clayey silt covered by 2" - 8" of pitrun type material. Nuclear density tests measured the compaction of this pitrun, throughout the site, at 80% - 95% of the maxirntun dry density (ASTM D-698). The underlying and uncovered native soil measured at nearly 80% of the maximum dry density (ASTM D-698). Nuclear Density Tests Nuclear Density tests were taken in the surface fill at each lot to ascertain the percentage of compactions. developed. These tests are noted as follows: Lot 11: Dry Density: 109.8 Moisture Content: 3.7 % Maximum Lot 12: Dry Density: 110.7 Moisture Content: 2.7 % Maximum Lot 13: Dry Density: 116.2 Moisture Content: 4.3 % Maximum Lot 14: Dry Density: 101.5 Moisture Content: 3.8 % Maximum Lot 15: Dry Density: 106.7 Moisture Content: 5.9 % Maximum 88% 89% 93% 81% 85°ra SEP -08-87 MON 04:04 PM CHRIS STEVEN RUSSELL Native Soil - 6" - 1211 below ground level Lot 13: Dry Density: 95.9 Moisture Content: 9,7 % Maximum 85% Offsite - north and center of Lot 13 in native soil Dry Density: 93.3 Moisture Content: 1.8 % Maximum 83°lo 9702432681 P.02 Density testing confirms that soil should be further compacted to protect the property from erosive behavior. Compression Tests The native soil shows nearly 0,5% compression at 0.5 1st"- dry and 2,5% compression at 0.5 tsf wet. 5% compression is typically noted on wet samples at 2.5 tsf, It has been a pleasure working with you and Jexry Bauer. Should there be any questions concerning this rcport please do not hestitate to call this office. IA 1101 ��� � "'vim"� �.,� � Rei• Respectfully, Chris Steven Russe 9702432681 P.03 0 1-� SEP -08-97 MCN 04:05 PM CHRIS STEVEN RUSSELL 0 11 J 0 QJ CP 0 Cr Y -j w 0 c ori r 0 I U 0 e2 o 1 0 0 c a 0 a 0 arroyo 0 9702432681 P.04 arroyo — fiilled Shotgun Street °o 0 J L.......___„, r__ ___ ___ __, 1 t:' 1 —o F 7 j r— ---1 , N ,,k l ,— 16 I ' L _ _ _I,__. -.5' ____ ___ ._ =" 0 L J — — --1n arroyo — fiilled Shotgun Street Lot 12 7920 sq. ft. 25' U O1 0 0 ckD co 0 26.67' 10' 10' -,a PLOT PLAN Lot 12, Block 8 of the Rifle Village South Subdivision S89°31 '19" W .00' Lot 11 920 sq. ft. zr 0 0' 10' Porch 0 A 25' g „OaraS.00S ( Amended) 66.00' Building setback 1. Lot 13 7920 sq. ft. 10 f t. uti it easernerz 66.00' Sewer. water, power. phone and gas linesexist along the front of the tot. Connection will be made to these utilities to serve the modular unit. ,R/LfUD 'zoning 66.00' Prepared by JERRY 154uER P.L.S. 09009 1854 CO, ROAD 293 RIFLE, CO 5I650 303-625-1812 Scale 1"= 20" Shotgun, Street 40' Prepared for Scottie Wood Lot 12, Block S Rifle villaee South Sub. September 22, 1997 File: Bradley/Iot11pp 7101 UNIVERSITT DRIVE SUITE 300, AUBURN FIIL LS, MI. 40376 0 0 Do • 1 IA O d 2 r— z R s a r. I7'-8 I/4" (17'-6 'G) @' BIM" (I7'-6147 0'-5" (10'-31 2 I 0' 5" (10 -3) O 06" 5W _I � Ill 1 r i.;. a I". N NN C{ lib rn - _ h. 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'TIONAL 770 vOLT REcEPTICLE PROVIDED FOR RANGE MID DRYER wIER RANGE HOOP STANDARD. E 51$ET ERS FOR ELECTRICAL 5CHEDULE 'cLc i r m y Ya n qq 0 g 14 71 w - ey SINGLE POLE WITCH ® p 0 NN� T g 0 i 1 m - O cD 7CmA n�n�z CI 13iPm v—4 c DZ =i A O 1 n N a o 5 DD rffi 1.1 O w - N EQ 00 m 1� 5 a 61• $ I`49. 4r 41' 65" { 114" Fir I 114 7® 113" 3 6 3': 46' 71• 57'/i• l54149 ici 1 1 1 Tl ,, 44' i e N - No' �6 457'4" rK0'ry'� I 11T -0+ y 1e4} ' '��, Lo 113%.(511., 1,' 4� _,...1f. 17�� %%107' 1 ^lt ice iF'?J "'I' Ili 3 T 1._ 3 A.) 16 53' 1574' (EmI4•) Lit ``34 rn 46 65 E..„.1. 17.1 le 4.6,1j 1 4E' SECTION '1@" SECTION "A" 'KJ 43 mu ER 7C rnr- iU*.�r N - n n 64 2 p -0LD rn n -0 r 2 CJI z 6 .0-.1 . .,E1/1 Lalrie 61" 10 E3" dl" 1011 49" 4 65" 2 P4" 7 j 113" 13 90" 86. 4. 1 10 15214^ (I50"."1 36' 40" 1911' I �r 15212" (150140J 0 24" �1= 19�}" pa 53" _ 1521." (159141') 1r] 77 ma 4m° ep154 -- 46" 1813 b5" ,, {7JLL} b1" I 51 41' 120" L 1' SECTION "511 SECTION '1,411 • • e Io LTi m n p m1 — P— u s— a— d P- ▪ - 5— J— u� Q ihi r g T novOLT -e.rr ;3 1=1 n 0 '� A 6 m li Tel 0 =! ti i m. a€ 1 c. • c `'111=' a k © v' e e 1 =Nm- LPm N _ tg N m 2 2 z x I2 z 0 7 1 t : NIGH 1101d • . . • 0 7 47, 2 ID r 0 0 0 m m r - m • 0 z L rr A171 IrY r. P (}D Sa341If18 3110H Y 4 IE NOL LYON 1103 1N31435Y8 !1 r H O rl 33: n O -c v 0 P1 - " O r 5 z O 30,0 4- 0 11 z Si13Hl0 AB NOIdNYND AS 1113 K 0 .5 a y OLIO • A CI ch w a -40r 03 m w N w00 1.4 Mzz 11 7 a co 0 0 0 a3. K 0 A m 1.05M 0 11 O W 50 r! oa z :Q 433 T� 0 0 Cf O N ✓ 0 Z 0 v 0 r. N cc Q rn N 5) rt n In A W Illy �i. 1 � i r s______Th DETAIL "A - (NP) l 1 .....-. 1 nl i 1. c a z co rn P. m .4. D a W1 r– --. , ` J r ; �b ©'r` cl 71 � 33 L. taiD ao' 9C 99.5" L— 511.5 1 1'-8' 23 -4' 9Y.5 13'-4" 9s.5 13'-4' 29 -r Ow Zw' PI C O A A O m '9 Or K Stf AO o z 05 ssm x 2 ^� ax zr ro O � A r, 1 M r --1 ns r' z � n z 0 O I A s a X r M A O P CiiANticS MUST BE MADE ACCORDINGLY. U 1 MI C M Z M CG Z O_.r� -c▪ FP t 1 Pr X s� LO m*1 . '^m 00 (1) 4n � r' '00 563011113 3NIOH.NO1dNYH3 2 7 NOIi33S Ss0113 1r9101. 53OIM 9Z JG OZ - I ,—.Et JO .9—.II 0 z 0 0 N O jIT 1 O coea 0 • z 0 _L w \ rn� erl3r1ss083,, XI 1 Ul Il1!Jinni ----- I in I _131f3e NIr l T 0 0 0 n r+ ilre SSY10839 0 v A 1 z 0 iN3rtAYIN3aNn S3 I I IHS 55Y19113eU i4 11YNdSY rn c„a[7=A � Q• Q-C74 CO a PPi O 171 Xi 0 ,C�C-lZU1 mo- acc z m' m CN73 sn d > G1�UZ c. C1xn;1, o zo to -� C rrt s ci C o Z P1 m D r 7 Q m V) a r. '00 S8301If19 301OH 'HOid i HD 14 • DNIPIY}I4 11oD14 ar� '4- 4.— 1300Y SIM AIWA SNOISN3)I0 :S3 i ON 1V?3N30 03 5a301Ifl9 3V 3H 'NUIdrIVHJ a 4 I� Ig m -62-1 4 v -i int Ir-. air 1•-a J/.r Mit .-4 An 1 1 1 1 it ,./c o—.1 11711—F4 1 -1300YV H.IM FMG11»u�cow z 1.44 DNIMY!!! 400V a V� �— a R pp4 1!—f; Y a J HIM ABYA sNotsN3rlta 0 0 rnr -a+1� 0740 cp E grri0 Z A Z� !X r• n� iyy Z • ..,0 -1 cr m en la P. • . Box 148 NO14N -centsal coy. NE 150820 1 el 05108.04002 D CAPITAL SECURITY CORP. L DBA\ CAPITAL SECURITY CORP. D 2465 HWY. 5 & 50 T GRAND JUNCTION, CO 91505 0 L Invoice Date 07/22/1998 ()Geier P.O. Serial No. Ship data : Atlantic Homaa Division CHAMPION HOME BUILDERS CO. Model 08/0e,1996 47-91-722-7699AJB Option BASE PRICE ............................... 401 ROOF (ExCH-) 205 ROOF - DW 81' & UP 2478� 14x14 ROOF VENT 16- OVERHANG - CEDAR UNITS ALL AROUND 1788 MARRIAGE WALL BACKER FOR TBT DRYWALL 2168 FRONT PORCH W/TREATED DECK 2414188 SLIDING GLASS DOOR - EXCH STEEL DOOR EXCH HOUSE TYPE DOOR 17144 SKYLIGHT 14X41 114$ SKYLIGHT - 15X32 RESIDENTIAL WINDOW EXCH • PER WINDOW 1306 INBULATION • R-38 DW 1319 INSULATION SIDEWALL 2X0 WR -19 OW 0789 - CEDAR LAP MU $ FOME CDH 1iO4 OLAW11 8111 25.501 FHA JUTE CARPET WlTACK STRIP -MW 3067 OVLRDRAPE - T+JK3 0675 TAPED & TIN. DRYWALL INT. - ren MODEL 1650 MOLDING -RESIDENTIAL DOOR MOLDING PER 1262 2-114• RESIDENTIAL CEILING COVE (EY -11) 1350 SWITCH • 5.WAY COOLER KIT 0620 ciILIN. FAN WA.IGHT (1Nr.TAI 1 Rr1) 1746 WATER SMUT LFF VALVES 0279 VALVE - BRASS SHUTOFF VALVE FOR WATER 1257 WM•40GAL GAS DV 1510 RANGE • DI X EI I-"1 ` "•ACAS 0280 19 CF REFRIGr' . • 'BOOR F.F. (EXCro 0426 DISHWASHER iL F . ar 0327 019POSAL • GAMBAGht INSTALLED 0329 TOWEL BAR 51153UE HOLDER • PER BATH 0505 SINK•PROCELAIN VANITY 1455 CABINET . D.H. LINEN 3.'DDOR U'oeis 0334 DLX. COSMETIC BOX WIGHT BAR TRE!•.TMENT 2211 LW722-N S I 05109-00002 Drop Shite CO CAPITAL SECURITY CORP. DBAI CAPITAL SECURITY CORP. P 2465 HWY, 6 8l 50 T GRAND JUNCTION, CO 81.915 a Order No. 0000006256 Phare I5013)1114140211 Fax (3011) 845.3193 047 - 7698 A,I3 Dealer Stock LW -S Dealer Pick Up Brand WESTWINDILEADER Floor Size 701x28' Base House Descrlptlon 64X28 3 BR 2 BATH Code Qty Ext. Price Option Code Qty Ext. Price 31,345.00 1 1,545-00 1 50.00 1 450.00 2 400.00 1 3,595.00 Irene Invoked, But Nd Shipped 1 595.01 FEE • ENGINEERINIG FEE DOOR • Dix. RAISED PANEL DOOR 92 OPT KITCHEN WE87WIND(LDR MODEL 4' CERAMIC BACK SPLASH (NO EXCH.) Y CERAMIC EDGE (EXCH.) (EC403) 1O2 ENT. CTR Wt14 ORS 8 OAK FACE 1 115.00 1 155.00 1 125.00 11 936.00 390,00 1 8900 170 0,194.00 107 428.00 1 30.00 1430 1.430.00 7 105.00 250 195.00 1 85.00 2 190.00 1 40.00 1 10.00 i 275.00 1 135.00 1 115.00 1 375.00 1 2 20.00 3 1: 1 9440 1 e-. M THE 1QLLUwIHa itFuei ARE INCLUDED IN THE TOTAL INVOICE PRICE: 1. kpEl,,. Tne TC`.. 'IvO10E PRICE Iniludei net trei9M in the ameuft of U,774,00, consistny .;,i midge charge'. awhile, 010 care, and ether £uOCieted 15554• 2,'pluDI0 Enhintament Plana (VEPS) The TOTAL 6NVOier oRrCE Includes amounts etbehlt1o1110 VEPS. 3. iMcioi vo a a/mancrroom MOO 140011/1 AFC a Mean ars TOTAL INVOICE PRICE rnu udla S9i VEPS Int Imaurt d .8141 *III bo Pars to toe mow by Mam1MrI ulton'APPOloolell d M'1111. I TIM' DAL L IVQICE PRICE may 1110 , :ludo orrArliorsoi Vello>6 so farrow t+o,.e I Ste Um:4ma m oiicloMlte N OTE t'a Inlalmitlen about such VEPS p11610 write or colt jAerniti Hamel Dromon. Champion Worms Orfila', P.O. 844(141, %antral C''.y. 1106)944.51 4 4w IOM y,r{cos Co 0,0,s unl mon Immo Ia In unalrwu .5111466 i11110M RILIILR -,Illa,11,.a,II n 1110rwee Yr ,RMWan aih I10.,1.4kii4 Haling Mullis in Ohre= /, 1546 orsel e... " 2Sae,, i. "+100.1 In+ailwws w.lendea W re MMMIn 'Waal t• reed to n 00aa1n. s ran6i . or pm M M w1swip era Wulf Minh. h. as m111, end b.flas,Rte.rf:M. eM M III" "1141,1, agnssy KWNe/pa BIM Mr1nr N16 NY1n ley an Oman gni em" •,erne imam 11111 Rim al Iti ierrmnt b "MH 10110. budVrs 1M FlKtiie 5665■. MCC 1207 50 350.00 1584 1 210.00 2851 40 300.00 2852 70 315.00 2659 1 675.00 08$4 100 100.00 TOTAL PRICE WITH OPTIONS $ MISC. I.ANLUUS CHARGUS $ 0.00 SALES TAX OF APPLICABLE) $ 0.D0 TinLLS, PERMIT $ B0.00 h1.SC. FRT. CHARGES- .............. •-'•,•$ J,670_00 77,{ TOTAL MISCELLANEOUS CHARGES $ 3,750 TOTAL INVOICE PRICE ..... ,227 Sy: Attention, ACCOUNT' AYABLE FINANCED BY: GREEN I :' a FINAL' 4 HUTTON ekN I t, SANTA ANA, C' Approval: 0 118753 Appro•.:c1 by: PAUL 100% Don. •. Caine!, Cenral M1n0I ' '--+--� .•�� ..... :. ,..r.� ••.. •er -J.err.. - Na D!•, • 14.41.11 ^ "„1 ea.Menss.na M' 1K F • FR. CORP- sUITL 4100 n7r231795 pian Code; .IouNT $ ,1eeM1 and Waif Ms"e'w M aI•d m 111SY1N11,1 1711 00 S2l3a1If19 3NOH NOldriY1-13 . `; m ��� cJ�N4 X•7 r1.(116".r: V 1'n�rn��id vAoor�x�„o�nii> -:�av_i �• er ��r•1rp ��L�Ommrrr�l�b OrA��i'iArzxc)Vrmainnfy" Nv Oyan�V t^.nL;2nN OmbNy lfix'Oi iYA[l- mnN=OLlZO2�-ry' y mfl�lmr) r1' --m . r��yflr m nm�arU zUOy�� mss°ciovmi Cml.bm 227-1-,-8..F.,,..e._.......„5 -ra nX *Nom• aNy--, ... A.oN R n`. 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C• C Yum Y .4 mmm rncn N n A : 2 '] N G mmaa a' a73 2� y 1:-P ca -C Am ZC-I in Ca Il o rn,•nira^ ora ZN4 n2i Nm m, rbc Sy•_,r <v,p rl N`•y °%in M m Y, p •n x O Z 00 � r1 c I& 2, v 2 Ca Ob J• 1 t Xm0 -4O:° rn r -I r"r,., x M m "x 1 ate- r cco bm o Dul# xy r1 vwimS ZC r.7. o EO y b or nCfl -,mNma mb0snNY�m��Slr<^z r” ZS Abp G G U r Or -im m w�mci rmm\�m"��=R�0M Cnm Oqr 7 a �� r*x zSarrCo rl = a, . "trCn0°r - _ -^ o r F oo a x Ar p- m n C y+ m x. A A • • 1.0 FRAME SPECIFICATIONS FOR CHAMPION HOME BUILDERS CO. DOUBLE SECTIO MANUFACTURED HOUSING JANUARY 1994 The frames will be constructed in accordance with third party approved structural drawings from the following materials: 1.1 Main Beams: There -are two main steel I -Beams, sized in accordance with the length and weight of the home. Beams shall run the full length of the home, unless the optional foundation installation is ordered, which shortens the frame 8" to 16" on each end to allow for a block foundation. Beams shall be spaced at either 80", 96", 99.5" D.C. Steel shall meet the requirements of ASTM/A-36. 1.2 Crossmembers: Crossmembers shall be welded to the bottom flange of the I -Beam, as required by loads. Crossmembers shall be a minimum of 1-1/2" x 1-1/2" x 13 gauge steel angle. Outriggers (if required) will align with crossmembers per approved structural drawings. 1.3 Front Crossmember: Front crossmember shall be the same material as main steel 1 -beam. 1.4 Hitch: 1.5 Finish: 1.6 Axles: 2.0 FLOOR Hitches will be made of steel I-beam, sized for the applied load, and welded to the main beam and front crossmember. Detachable hitches are available as an option. All exposed steel shall be finished to resist rusting. Axles shall be as required for transportation from the manufacturing facility to the site. The floor will be constructed in accordance with third party approved structural drawings from the following materials. 2.1 Floor Joists: Joists shall be nominal 2" x 6". Joist grade and species shall be as required for roof load, floor load and frame spacing. Rim joist will be the same as floor joist. 2.2 Bottom Board: The bottom side of the floor shall be covered with a continuous roll bottom board, which protects the 1 insulation and joists. 2.3 Insulation: Floor shall be insulated with a blanket of fiberglass insulation having a minimum uncompressed R -value of 7. Higher values of insulation are available. 2_4 Floor Decking: 2.5 Floor Covering: Floor joists shall be covered with nominal 5/8" thick particleboard or wafer board or plywood subfloor, exceeding the structural requirements of D-2 or D-3 decking. Decking shall be covered with a finish floor of either vinyl roll goods or wall-to-wall carpet with pad. Upgrade carpet and pad are available options. 3.0 EXTERIOR WALLS Exterior walls will be constructed in accordance with third party approved structural drawings from the following materials: 3.1 Interior Finish: walls shall be finished with 5/16" prefinished gypsum, glued and fastened to wall studs. 1/2" finished gypsum walls are available. 3.2 Wall Height:_ All exterior walls will have a minimum height of 7'-0". In some locations, 7'-6" wall height is standard. 3.3 Studs: Exterior walls are constructed of 2"x4" studs at 16" o/c, and shall be stud or #3 grade. Headers shall be as required for the roof load. In some locations 2"x6" walls are available. 3.4 Top Plate: Top plate shall be a single 1"x4" or 2"x4" stud or #3 grade. 3.5 Bottom Plate: Bottom plate shall be a single 1"x4" ripped from stud or #3 grade. 3.6 Insulation: Walls shall be insulated with fiberglass insulation having a minimum R -value of 11. Available options are R-19 insulation and R -2I insulation with 6" walls. 3.7 Exterior 4 Finish; tr Exterior walls will be finished with 7/16" wood - type or vinyl lap siding. Other exterior finishes are available as options in certain areas. 2 4.0 WALLS -INTERIOR Interior walls will be constructed in accordance with third party approved structural drawings from the following materials: 4.1 Finishes: Walls shall be finished with 5/16" prefinished gypsum, glued and fastened to wall studs. 1/2" finished gypsum walls are available. 4.2 Wall Height: All walls will have a minimum height of 7'-0". In some locations, 7'-6" wall height is standard. 4.3 Studs: Studs in non-bearing walls shall be stud grade or #3 min. or ripped from a stud grade or #3. Stud size and spacing will be determined by loading requirements as specified by the structural package. Studs in shear walls shall be a minimum of 2 x 3 - 16" O.C. and be stud grade or #3. Studs in double marriage walls shall be 2x3 24" O.C. stud or #3 grade. The roofs will be constructed in accordance with third party approved structural drawings from the following materials: Roofs shall be constructed using preengineered tested wood trusses, designed for the roof load required. 5.0 ROOF 5.1 Trusses: 5.2 Ceiling Finish: Ceilings shall be finished with 1/2" gypsum ceiling panels, fastened to the wood framing with an approved structural foam adhesive system. 5.3 Insulation: Roofs shall be insulated with material having an uncompressed R -value of 11. Optional additional insulation is available. Insulation shall be blown -in cellulose, blown in mineral wool or fiberglass batts. 5.4 Sheathing: Shingle roofs shall be sheathed with minimum 3/8 OSB sheathing or equivalent. Sheathing shall be stapled to roof framing. 5.5 Roofing: Roofs shall be covered with organic self-sealing shingles or fiberglass shingles. Shingles shall be applied over a one-piece approved shingle underlayment. 6.0 DESIGN -LIVE LOAD All structural components shall be designed to withstand the following loads, as required by 3 Federal Standards: 6.1 Floors: Floors shall be designed to meet a 40 PSF live load. In addition, the floor shall support a 200 lb. concentrated load on a 1" dia. disc at any point on the floor. 6.2 Walls: Exterior walls shall withstand a 15 PSF wind load. Homes designated as hurricane zone construction shall withstand a 25 PSF wind load. Interior walls shall withstand a 5 PSF horizontal load. 6.3 Roofs: Roofs shall be designed to withstand the prescribed roof load for the area where the home is located, usually either 20, 30 or 40 PSF live load. 7.0 HEATING SYSTEM The home's heating system shall conform to the applicable Federal Standards in effect at the time of manufacture. 7.1 Equipment: The furnace shall be sized to heat the home to 70.F when the outdoor temperature reaches the temperature shown on the compliance certificate. Standard equipment is gas forced air, oil fired forced air, or electric forced air. 7.2 Ducts: Each floor shall have a metal heat duct installed below the floor joists, with duct connectors thru the floor for adjustable floor registers. Duct will be 5"x12" and sized for air conditioning as specified on the data plate. 8.0 PLUMBING SYSTEM The plumbing system shall be designed and installed in accordance with the applicable Federal Standards in effect at the time of manufacture. 8.1 Drain Lines: All drain piping and fittings shall be schedule 40 ABS, installed in accordance with approved methods. 8.2 Water Lines: All water lines shall be polybutylene pipe with clamp ring insert or compression fittings, installed in accordance with approved methods. 8.3 Water Closet: Water closets shall be floor mounted vitreous china with close coupled tank, complete with seat and cover. 8.4 Lavatory: Lavatories shall be plastic oval mounted in a 4 8.5 Tubs: 8.6 Showers: 8.7 Kitchen Sink: 8.8 Water Heater: 9.0 DOORS & WINDOWS 9.1 Exterior Doors: 9.2 Interior_ Doors: 9.3 Windows: 10.0 ELECTRICAL 10.1 Service Entrance: countertop with a 4" centerset faucet and standard stopper Tubs shall be plastic with faucet and shower mixing valve. Garden tubs shall be plastic with same type of faucet. Fiberglass tubs are available at most locations. Showers shall be a plastic pan and wall mounted mixing valve and shower head. Kitchen sink shall be stainless steel with back ledge for mounting of an 8" center set faucet. Standard water heaters can be 20 or 30 gal. electric. Optional water heaters are 30 gal. sealed combustion gas and 30, 40 or 50 gal. electric. Exterior doors shall be 32"x76" fiberglass clad foam filled doors complete with a keyed entry lockset. Optional combination storm/screen doors or insulated steel doors are available. Interior doors shall be prefinished hollowcore doors with a honeycomb fill. Doors shall have passage locksets, with a privacy lockset in the bathroom. Windows shall be aluminum frame vertical or horizontal sliding weatherstripped windows, glazed with SSB glass. All bedrooms shall have an egress window. Self -storing inside storms or insulated windows are available. Safety glass where required. All homes shall be equipped with main circuit breaker panelboards with all required branch breakers installed. All breakers shall have a minimum 10,000 amp interrupting capacity. Service entrance conduit shall terminate below the floor. The main breaker capacity shall be sized for the equipment in the home. 5 10.2 Wiring Devices: 10.3 Wiring: Typical receptacles and switches are self- contained UL listed devices installed directly to the wall finish. These devices allow for a continuous loop of wire from the breaker panel to the last receptacle in the circuit. All 120V/240V wiring shall be done with copper Romex with ground. Minimum wire size will be #14 AWG. Wires shall be sized in accordance with the National Electric Code. (1993) 11.0 CABINETS 11.1 Countertops: Countertops shall be made from 5/8" particleboard, laminated with high pressure plastic laminate on tops and edges. 11.2 Cabinets: Cabinets shall be constructed using a minimum of 3/8" prefinished wood fiberboard approved for use as cabinet material. Cabinet doors shall have self-closing hinges. Drawers shall have a metal track with nylon guides. 12.0 CODES h:ldocalmeb944d1313pec.jan All homes shall be built in accordance with the design requirements as found in the Federal Manufactured Housing Construction & Safety Standards and third party approved structural design package. Quality control program shall be followed at the corporate and plant level. Independent third party inspectors, state and NCSBCS inspectors will monitor the entire quality control program. 6 • C Dimensions of Modular Unit Modular unit perimeter Tie—down Anchors (6) 24" SQ x Pods at er. in Union W �2' Footers 01---2' Steel Stands or 8" CMU Piers under I—.Bearns 4 9' c/c r Design assumptions: 1000 psf Minimum Soil Resistance Concrete: Fa' = 3000 psi (rain) Concrete work to meet ACI Standards Rebar: Grade 40 (rain) Design based on Dead Load plus half liveload. Snow Load: 40 psf Floor Load: 40 psf 80 'mph EXP B Wired Footing Design: Perimeter Footer — 12" x 8" 2 — #4 bottom rebar continuous Vertical #4 dowels 48" c/c Tie dowels •to vertical wall rebar, interior Footings 16" x 8" ribbon footings 2 — #4 rebar contnuous Centerline Pad Footings 24" SQ x 8" 3 — #4 rebar each way Front of House Foundation Wail Desi 8" Reinforced Concrete Vertical Rebar #4 — 48" #4 continuous rebar at Extend vertical rebar 1" 1 — #4 at 1/3 wall he Add 8 CMU single cour Charle Pobinon, PE ,19 South Grant Avcro. c (970) 495-0178 Fort Golliro, Colorado 80,21 Drawn by: Geoff Robinson Reviewed by: Charles Robinson Scale: Date: July 2, 1997 File: Bradleyl.AutOCAD Revisions: EN Crawl Space codes- locate on back wall. TO- .c? / i= o Ti :-....1_ 8" fig. I coric. :ch Support Post ,all = ,P { ( --- 4. -7K I = HUD lax. 1 9' (max) 9(rnax) 10 o Fi Va 24" high c/c .lop of wall above T.W. .gnt e on wall. Detail A 1' (rnax) ) C•If C ettim•• Wo CI:\ ?1#C402- Foie, f1)/) code 6 rz--4-c-CC Doadc.cf(40• 6o -co, aszo,..4.4 •-5/-lotGuel 1/44.4" 50) Foundation Squareness: Diagonal measurements within 0.5' Top of Wall: Level within 0.25: fo any 10' section of wall, Melba Acia3 NO SMOISZNA:':12 ALgilkk,) IMOLLOWSW: 001SLOil 0.k...lijari 67C;'764 4:4 Footer/Foa HUD Mobile Home — With Crow: Space Developer: Larry Bradley Lot if , Block 8 Location: Rifle Village .South Subdivision, Rifle, Colorado Page 1 r i�- / 0 CMU Course Concrete Wail 1 C1! r // / /// 0 / /7 , / f Charle, Pobinon, ?T 319 South Gram Avervc (970) 49,-0178 Fort Gallirt, Colorado 8C)521 Drawn by: Geoff Robinson Reviewed by: Charles Robinson Scale: - Date: July 2, 1997 File: Bradley2.AutoCAD Revisions: nds Footer/Foundation Typical Detail HUD Mobile Horne — With Crawl Space Developer: Larry Bradley Lot , Block E Location: Rifle Village South Subdivision, Rifle, Colorado Page L_ -yr o C) 9972 z: U•�r•• rrr V yr 2 44 Rebar De Ty \ 16 12 #4 rebar, tie to cuter 44- corner bar• 40 ane 12 6 1L —F # 4 reCa 4 4 rekDar 6" spacer u N �. nn.!/-=> "r n 40' rirnr-qur1 1 #4 rekoan, tied to outer #5 corner bar Corner Reioar 2 #5 bar' ,,v,.90 degree angles .--- Legs extend minimum 48" 2 12" maximum spacings No, 210 R - DH - S Anchor :1" ninimur 1 n,, Alternative Tie -down Use #4 rebar hoop Hoop legs under- rebcar grid / L/ cu QJ n C. -05 Lrl O OCT rY c QO 10 Cu n rY 0J E U 0 CC (IJ c Cu Cu Q e5 �_� 1-11Y n ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTEN77ON: Use of this certificate does not provide a waiver of the flood insurance purchase requirement, This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances. to determine the proper insurance premium rate, andlor to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can bo found on the following pages. 0.A4. B. No 3067.007; Eiipars May 31, 1943 SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME •Lau.rence Bradley STREET ADDRESS (Including Apt., Unit. Suits andior Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 0015 Shotgun Street OTINER DESCRIPTION (Loi and block Numbers, etc.) : tot, 12, Block 8 (Amended), Rifle Village South Subdivision CITY Rifle POLICY NUMBER COMPANY NeiC NUMBER STATE Colorado SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION ZIP CODE 81650 Provide the following from the proper FIRM (See Instructions): .1. COMMUNITY NUMBER 080205 2. PANEL NUMBER 1353 3, SUFFIX B 4. DATE OF FIRM NOEX 1/3/86 5. F1F l mNE AO B. BASE FLOOD ELEVATION in AO Zama. we depth) one,foot depth 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE)J NGVD '29 ❑Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE:1 1 1 1 1 111 teet NGVD (or other FIRM datum -see Section 8, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level _EL. 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the retetenoe level floor from the selected diagram is at an elevation of 1 I l 1 1 l U feet NGVD (or other FIRM datum -see Section B. Item 7). (b). FIRM Zones Vi -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of 1 I 1 I 1 111 feat NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is LLI 11 feet above ❑ or below❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram Is I I ] .1 i feet above or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations:CI NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: if the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section 8, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: Yes ❑ No (See Instructions on Page 4) 5. The reference level elevation is based on: 7® actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is:1 1 J F"I U feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the 'lowest floor* as defined in the community's floodplain management ordinance. the elevation of the building's 'lowest floor' as defined by the ordinance is: 1 1 1 1 1 1 11 feel NGVD (or other FIRM datum -see Section B, item 7). 2. Date of the start of construction or substantial improvement FEMA Foran S1 -31y MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones A1—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an Owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier Is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included In the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. 1 certify that the information in Sections 8 and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 V.S. Code, Section 1001. CERTIFIER'S NAME TITLE ADDRESS George R. Bauer President/Owner 0012 nrise Blvd. LICENSE NUMBER Or Affix SDa11 Colorado PLS #27925 COMPANY NAME Construction Surveys. Inc. env STATE ZIP Silt Colorado 81652 SIGNATURE DATE P+E 2/13/98 (970)876-5753 Copies should be ms • -oft rtlffcate for: 1) community official, 2) Insurance agent/company, and 3) building owner. COMMENTS: In reference to Section B, Item 6, minimum finish floor elevations were established and documented to the Garfield �`���111111f•lllli!{+,r, County Building and Planning Dept. on 11/21/97. f•GE R- l� In accordance with the documentation the minimum finished $ C, t floor elevation for Lot'12, Block 8 is 5327.00 , as field surveyed on 1/30/98. REFERENCE LEVEL ON sue A ZONES Y ZONES REFERENCE LEVEL Wire sASEErarr A ZONES ZONES ZONES 011 PILES, NERB, On COLUMNS A Y REFERENCE LEVEL igAse ELAVA AD ACEMI•:- The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 erre 0,auer Registered Land Surveyor No. 9009 November 21, 1997 Garfield County Building and Planning Dept. 1O0'1 8th. Street, Suite 303 Glenwood Springs, CO 01601 M;r.:Brio McCafferty Dear Brio, In accordance with Larry Bradley's request, I have determined the finish floor elevations for Lot 12 of Block 8, according to the Amended Final Plat of a portion of Block 8 of the Rifle Village South Subdivision. I observed the elevation of the centerline of Shotgun Street at the mid -point of the Lot and added two feet, as relative to by elevation on ofe ge 5326 report.0 on the r bar and cap at theNre E relative to an corner of Lot 8 in Block 8. Lot ' Minimum finish floor elevation 5326.82 12- I hereby certify that I personally observed this elevation and that the same is true and correct to the best ^of my knowledge ability. 1854 County Road 293 • Rifle, Colorado 81650 • (970) 625-1872 FEB -02--98 09:25 AM BRADLEY 625 6198 FEB—e2—!0 MON 10:42 AM CHRIS STEVEN RUSSELL 9702432601 Earth Engineers P.01 F. 02 To: Garfield County 131dg Dept. Por: Mr. Don Owens From: Chris Steven Russell, PE January 30, 1998 ,Sora.. Lt1 o ed (Z6 G94 2956 North Ave. #14 P.O. Box 4109 Grand lc., CO 61504 970 - 243 - 2681 RE: Scottie Wood, "Stop Work" Order - 0011 Shotgun St., Rifle Village South 1 have inspected the foundation under the modular home at referenced address and have found that it may be, used "as built" given the following: 1) The owner is to place jack stands at 5' O,C. under each "I" beam. 2) Solid CMU blocks having at least 2000 psi compressive strength may be used under each jack stand, as it appears is now being used. Any jack stand not residing fully on a footer must have a CMU block inserted under the jack. The CMU unit must at least be as wide as the jack stand base and have at least a 4" nominal thickness_ 3) The owner will inspect each CMU block at 2 months, 6 months and each year thereafter the setting of such blocks. Any broken block must be replaced. Any differieutial vertical space found between the foundation and the CMU block must be corrected by inserting a full length corrosion resistant shim, such as coated steel_ The results of this procedure must be recorded and kept available for viewing. 4) The owner will inspect each jack stand at 2 months, 6 months and each year thereafter the setting of such jet stand. All jack stands must be adjusted level to the manufacturer's reconunended load. Any CMU unit that settles as a result of this adjusting operation must be sh.inuned as in (3) above. The results of this procedure must be recorded and kept available for viewing. Should you have any questions please do not hesitate to call this office. cc: L. Bredloy Sincerely, f/0:t Olt • Color -k' Profasslo Chris Steven .. n ngineer Earth Engineers - Professionals rn Earth Selene if 103 ft): svo INSPECTION WILL NOT BE .MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GA FIELD COUNTY, COLORADO Date Issued/) 3/ ../Zoned Area Permit No 4-74-7p AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations 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 Inspectornd IMMEDIATELY BECOME NUL AND VOID. Jo• Use 1 / 4'1.1,m e etoude? Tt/- it) Address o egal e ription Owne i e Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 1 - fs---7g --- T (t- Do -VA -1J .L---'77/1---- --'77/1--Foundation FoundationSt•e.�; /- ft/ .-cg /.fit. Underground Plumbing Insulation Rough Plumbing Drywall Chimney & Vent Electric Final (by State InspectarillAirn& Gas Piping 't,_ 6 --01 j 14—r Final 2. -r? -9? 6 -?,,',kr- Electric Rough (By State Inspector) Septic Final Framing (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. q THIS PERMIT IS NOT TRANSFERABLE Phone 945-SEE2 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD Date y IF PLACED OUTSIDE -'COVER WITH CLEAR PLASTIC