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Application- Permit
rNo . 6581 GARFTELD COUNTY BUILDING, SANJTATIONand PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 )3 Job Addres�7�i'� Shotgun Street, Lot 11, Block 8, Rifle Village South, Rifle ..� 3 Nature of Work Use of Building Owner Building Permit Manu. Home on Foundation Laurence Bradley Contractor Owner Amount of Permit S 447.09 Permit: 149.75 Plan : 97.34 Set Up Fee : 200.00 Paid $97.34 11/10/97 Date December 31, 1997 S. Archuleta Clerk Feb -28-97 05:02J tella Archuleta 970-945-7785 BUILDING PERMIT APPLICATION OARFIELD COUNTY, COLORADO Applicant to complete numbered spaces only. PERMIT NO. �I PARCEUSCHED NO. P.01 JO8 ADDREss D C� t r U -' Il -t A. ..,-�' L '-f- /1 Bloc k '3 l LEGAL DESCR LOT NO 11 BLOCK 8 '''''"Rifle Village South, Filing 1, Amended 2 OWNER Laurence Bradley ' 7 `PH 625-2668 WK.PH ; .s—kD .13 ADDREibc 3 CONTRACTOR ADDRESS PH. LICENSE NO 4 ARCHITECT CR DESIGNER ADDRESS PH. LICENSE NO 5 ENGINEER Charles Robinson ADDRESS F+t. Collins, CO PH494-0178 LICENSEAIO. 6 S.FOPBUILDING 1493 S.FOFLCT 7920 HEIGHT 12r No OF FLOORS 1 7 USE OF BUILDING Single Family Dwelling 8 Cuss OF woRx! NEW o ADDITION c ALTERATION ❑ REPAIR o MOVE o REMOVE 9 DESCn1aEWORK Construct foundation and place modular unit 10 GARAGE SINGLE DOUBLE CARPORT SINGLE DOUBLE DRIVEWAY PERMIT ON SITE SEWAGE DISPOSAL PERMIT SITE PIAN 11 VALUATION CO WORN' S ADJUSTED VAL S PLAN CHECK FEE 9 7 3 r IMPACT FEE ` ( NO. OF BUILDINGS PARCEL PERMIT , 9 7� I7r SPECIAL CONDITIONS rI ✓ ,<r, d �+' f dSCHOOL �r �a ON USE OF BUILDINGS NOW CN PARCE, TOTALFEE 0 OCC GR DATE PERMIT ISSUED,a- CONST TYKE IV NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL PLUMBING VENTILATING OR AIR CCNOITIOWNG. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CCNSTRUCTION AUTHORIZED NOT COMMENCED WITHIN 18O DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENOED OR ABANDONED FOR A PERCC OF :8O DAYS AT ANY TIME AFTER COMMENCED I HEREBY CERTIFY (HAT I HAVE READ AND EXAMINED THIS APPLICATION AND THE SAME TO GE TRUE AND CORRECT ALL PROVISIONS CP LAWS AND CRCINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE CONSTRU_CTl ,," is-'�eccF`a , . .vas (dale) AC, '_/ /_%J HEATING, IS WORK IS KNOW TO GfVE OR OF WATER SUPPLY 3/-2 7 SPK LAponovus RFOUiPIE 13 RFCCVE0 NOT RmARED ZONING HEALTH DEPT FIRE DEPT SOIL REPORT - T SETBACKS FLOOGHAZARD SgnalUre ar avow Contractor or emonxed Agan 40/rq need urd% • •. nonce l l .�r.4,-A44_ i i% /II%..; 1 / , ; .. ), . • . MANUF HOME BuilCing Deoertmem AOPrmltl �'j%//�q7 • ' n," err APPro+iUdace OTHER AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR ANDJOR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSUANCE Of THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 3028.201 CRS AS AMENDED, THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID THEISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. HE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH BUILDER AND OWNER, COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTER Gariarm,C 3 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE DOES NOT CONSTITUTE AN OR DISCREPANCIES. THE THE ARCHITECT. DESIGNER, EST. (INITIAL 16 1 Feb -28-97 05:08P Stella Archuleta 970-945-7785 P.02 The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspectnr; 2. Permanent address assigned by Garfield County Building Department posted where readily visible frorn 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 n nntnst water. nen-absorbent kitchen floor coverings, counter tops and finished walls. readv for stove and refrigerator. all nedessan,i plumhinQ, -1 ,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, 5 x.11 steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to ail 1994 LBC requirements. Outside gradins done to titw'rtere water will detour away from the huiidin�, 7 Exceptions to the outside steps, decks and gradin2. may be made upon the demonstration of extenuating circumstances. i e weather, bur a Certificate of Occupancy will not he issued until all the required items are completed and a final inspection made A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED U NT1L AL1_ THE ABOVE ITEMS HAVE BEEN CO\IPLETED. "**Cannot occupy., or use dwelling until a Certificate of Occuranc•, (C 0 ) is iss :ed Occupancy or use of dwe?lima without a C 0 will be considered an :lie 7a4 occupar:c, and 7.2'. be _grounds for \acating premises until above conditions are met 1 understand and agree to abide by the above conditions for occupancy, use and the issuance rut a Ceriricate of Occupancy for the dweilin2 under huildin2 permit Siiznature Date _ g ' `.4 4 `-r,./ * *= 45.9 4 ,_c2t) ,zo alb 0-7 e_O" 'Feb -28-97 05:08P Stella Archuleta 970-945-7785 P.O3 Ci.=\kFIELD C ()l_.N 1 BL11.1)1N6 970-945-2 1, i•11'�1�11'�'1 APPI.iC.•\T1() R} )1. 1R1-7v11.\•"i ti tar SIN C-1Li FAMILY 1)\ti"LLLfNJ C (.}tib ' TI( includin.(1 NEW CC)NSTRI.'CT1ON MANI r=ACTLR.F ADDITIONS ALTERATIONS and \1L)V" -fl BT 11 end rider a Df.71ll: ',P :i,23':,2�. and :\pe'.dite LI -1 order to understand the. sCoL?C of :ilC �'� 1, i r: ';iri .�. ll � . 1 it i` in potlani that �c?riple e Elle- at1C fl _ . pro%ided ,Cle�'l]ai.t. and the tv��:ar1c. f� a permit • OI,plCte information pre\ , pian a ar:the �i been prc�1-pied �' 1i 7t ?r'.,.'' r`stlt in the t;1 C ;1' i::o\en that required n?olTr,a:,c_r, ~��.�. r:�_ �. - dela\ of the per -reit iss;1ance and 1E prooe:'vlri 1vi:h uildlr:_! 4c)1's7-1-1]nJ ;'ie t viii}" cr contactor may be required to provide tins infoniranon the play. r ;•lew ma. arcceed .[hi, taluses delays because Other plans that are In me for :e`,'le'',\ ma% be '_".erg a: entice before the new lnfor*natlort may be reviewed alier it has her, -o :he Dulidln'o Dena7rment 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 coati be helpful to obtain a book titled "[)welling Construction under the Uniform Building Code". This book is available to you through this department at our cot. Xiso, please consider using a design professional for assistance in your desi,n and a construction professional for construction of your project. 7-o provide for a more understandable plan in order to deterlrrine ; otnphance with the buiidin1_1_ piulnhlrl zllld mechanical codes. applicants are rcguestuci to rc', ie 1+1:2 follc„ t0 and du n,, desi an \pplicants are require to indicate 3ppropriaie1\' 'arid i;'' submit the completed check list at time of applocatlon for a permit For the placement of a manufactured home, questions numbers 1-4 and 19-28 are the only questions that need to be addressed: Feb -28-97 05:09P Stella Archuleta 970-945-7785 1 is a Clic p.'an included [h: ? Indicaatcs [he t'„ Dp() :1�5, iltl U11dSP. 's, sol e?..,..:'menis and 'l';:I!t'ti' Castn-icr , Ycs P_04 Does :he site Alar, Include the location o1 the 1 ` D S ! lnc: vc'1a1 \tit Cr- and t. e d s;anoes to prone.ry ilnes. \4e!:s an subject :roper\ and adiac— n: ^":)perie : l s Does :. e sire nd cafe ..':e lova;;or. arc] .syf 4 Dc :he iia is Inc1tce a :bun a cn Dar : di 3t'^<_- he 5;ze. : ca io` a s al "e'. f3rci^s1 w::r:: file uijtor it "der 7; 'li1C' .'.'?Lmee7e.. Y s 5 Do the plans indicate the location and size of ventilation openinus for under floor cru v! spaces and the clearances required between wood and earth" 6 Do the plans 'indicate the size and location of ventilation openini2s for the antic. roof foist spaces and soffits" Yes 7 Do the plans include desiun loads as required under the Uniform Building Code for roof snow loads. (a minimum of 40 pounds per square root in Garfield County). Boor loads and wind loads" Yes 8 Does the plan include a building section drawing tndicatinu foundation, wall. floor and roof construction' Yes 9 Does the building section drawing include size and spacing of floor joists. wall studs. ceilin�u foists, roof rafters or joists or trusses' Yes 10 Does the building section drawing or other detail include the method of positive connection of all columns and beams'' Yes -Feb.28-97 05:1OP Stella Archuleta 970-945-7785 P.05 11 Does the plan inciicatc the heiuht of the building or proposed addition from the highest point of the building or addition measured al mid span between the ridge and the eave down to ezistin4 ,rade contours9 Yes 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase I1 EPA certification" Yes No 13 Does the plan include a masonry fireplace including. a fireplace sec:ion indicating. design to comply with the Uniform Building Code Chapter 57' Yes \o 14. Does the plan include a window schedule or other verification that egress, rescue windows from sleeping rooms andior basements comply with the requirements of the Uniform Building. Code's Yes No i Does the pian include a VkarldCvk schedule or other . erification that windows provide natural light and ventilation for all habitable rooms' Yes No 16 Do the plans indicate the location of glazing subject to human impact such as itlass doors. Q:lazinv immediately adjacent to such doors. glazin=, adjacent to any surace normally used as a walkino. surface: slidinu Q1ass doors. fixed Jass panels. shower doors and tub enclosures and specify safety glazing for these areas' Yes \o 17 Is the location of all natural and liquid petroleum las furnaces. boilers and water heaters indicated on the plan' Yes No 18 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 e only residential structure on the parcel? Yes No If no -Explain 20 Have twp omplete sets of construction drawings been submitted with the application? Yes Vc 3 F &-28-97 05:4.127,ptalla Archuleta 970-945-7785 P_06 2 I is this an plication for the placement of a manufactured home's Yes No If yes. have you specified the size of the unit (min 20ft x 2Oft). live roof load (min 40.=:). wind design (min hind speed of SC) mph S.115 Ib. wind load). foundation design. method of anchoring° Yes Have you designed or had this plan desi�_ned while considering, buiidin{4 and other construction code requt ents" Yes No 23 Does the plan accurately indicate what you intend to construct and what will receive a final inspectionby the Garfield County Building Department' Yes No Do you understand that approval for design and.or construction chanies are required prior to the application these changes' Yes No 25 Do you understand that the Building Department will collect a "Plan Re,.ieu" fee from you at the time of application and that you will be required to pav the "Perot Fee" as well as anv "School Impact" or Septic System" fees required, at the time you pick up Your buiidintt. permit Yes 26 Are you aware that twenty four (24) hour notice is required for all inspections? inspections will be made from Bafflement 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? Yes No _ -'7 Are you aware that you are required to call for all irvpections required under the Uniform Building Code includins approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy • 'she building') Y e s No 28 Are you aware that the person sinning the Permit Application. whether the "Owner", "Agent of the Owner". ".GeneraI Contractor", "Contractor" or otherwise, is the party responsible for the protect c plying_ with the Uniform Building Code'' Yes No 4 `Feb -28-97 05:12P Stella Archuleta 970-945-7785 P.07 i hereby acknowledge that i have read. understand and answered these questions to the best of nth ability. signature date Phone 579 - `l7ff (days), 97O - Sr5 - 6 56' i evenin4s) Project \ame e- 3 Project Address lfvou have an ty eruct"No" on an o1 the quesuoas..ou nisi', he rtuuirtgd to pro�.o.ie tht, it -ono oon at the regtsetit of the Dari;tio Ufl'it.:tal prior to hegsaimar: the plan reN re.. prose,: Uelati r ui r.:utv!: ib ncrnsit arc a h:. tit,c.tcd \t „ri, row. rsoi without the issuance of a permit l(n tti determined h\ the Building C)tli,;ai tha: addizionaI Inlomsattnn nc:cs.an• is ret l:t% the appucst o and plans to detaravnz aitnuiiuru .;ornpl:anee wi rh the adopter: :tides. t1sL apl,ii a,n r. nisi. ht. ryehti c! mgr: reernt appheauons for building perrcut_c to the retivte« process and oot ret )e+\ ed until required snrormatiun has hvcrr prof ided and the appLeauon rotates actin to first position for review.. delay tp tssuau.c of ate pe;7usi or delay tt nth ,:onstru:iiori PerApp02 95 5 Enecti\ e Au st ! ; ! 0,7; PLOT PLAN Lot 11, Block 8 of the Rifle Village South Subdivision ( Amended) S89°31 0 cD o .04-- 25' Z„00,0E.008 66.00' Lot 11 7920 sq. ft. 29' -- 25' oo� co o co a 26.67' 10' Deck cc 0 14.33' 25' z„oz(ZS000s 66.00' Lot 12 7920 sq. ft. 66.00 Sewer, water, power,hone and gas lines exist along the nt of the' lot. Connection. will be m e to these utilities to serve the rnodularnit. R/L/UD zoning Prepared by JERRY SAUER P.L.S. #9008 1854 CO, ROAD 293 RIFLE, CO 81650 303-625-1872 Scale r= = 20" 66.00' N89°31'19" Shotgun Street Prepared for Laurence Bradley 1_ot 11, Block S Rifle village South Sub, September 22, 1997 File: Bradley/Iot11pp L November 10, 1997 To Whom It May Concern: I understand that I am submitting building permits for Block 8, Lots 11, 12 & 15, Rifle Village South and if conditions are not met under the Special Use Permit, all plan check fees paid for these building permits are not refundable. Linda Bradley Witnessed by: &errp Gauer Registered Land Surveyor No. 9009 November 21, 1997 Garfield County Building and Planning Dept. 109 8th Street, Suite 303 Glenwood Springs, CO. 81601 Mr. Eric McCafferty J1L! ?,:i 2X97JIb Ci='iia CrNN7ry Dear Eric, In accordance with Larry Bradley's request, I have determined the finish floor elevations for Lot 11 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 11 minimum finish floor elevation 5326.25 I hereby certify that I personally observed this elevation and that the same is true and correct to the best of my knowledge and ability. Jr(Y �rr Be P.L.S. #900 1854 County Road 293 • Rifle, Colorado 81650 • (970) 625-1872 t- ,..,1161,' SEP -08--.97 M 14 03:59 PM CHRIS STEV'EM RUSSELL September 8; 1997 ato,techtLiothatgigalion Rifle Village South Subdivision Lots 11 through 15, Block 8 Garfield County, Colorado Prepared For: Mr. Lawrence R. Bradley 1316 Arabian Ave. Rifle, CO 81650 L 9702472081 P.01 2923 North Ave, 45 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 197. 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 #nd 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 ill_ Piping is currently evident near and in the filled arroyo to the West, near the arroyo to the East, and near the filled areas adjacent the steep slope located at the north side of the site. Due to this prior filling, it is 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 till 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 be 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 D-698 maximum dry density by a dozer pulled sheeps foot and water truck. 7 SEP -0$-97 MON 04:01 PM CHRIS STEVEN RUSSELL 9702432681 P.01 4) The mixture should be covered with a fin.al layer of 6" of engineered cohesive fill. This fill shall be compacted to 95% of the ASTM D-698 maximum dry density by fiat 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 recommended 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 openhoie inspection should be carried out on each foundation excavation to ascertain compaction and soil type. Prior Studies Two Hepworth-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. t � - SEP -08-97 MON 04:03 PM 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% ofthe maximum 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 compaction 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°/v 89% 93% 81% 85% 7 SEF -OS -97 MON 04:04 PM CHRIS STEVEN RUSSELL Native Soil - 6" - 12" 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: 933 Moisture Content: 1.8 % Maximum 83% 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 tsf - 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 ,Jerry Bauer. Should there be any questions concerning this report please do not hestitate to call this office. Respectfully, Chris Steven Russe 4 9 0 2 4 2 8 1 P . e 3 ( 71 SEP -08-97 MON 04:05 PM CHRIS STEVEN RUSSELL 0 11 a� 0 U (f) 0 w dropoff to small arroyo 0 970 4. 2651 P.04 arroyo — filled D L5 1 L_____ ___*_n 9 — I r— —I I"' L _ __I .). —,, .T. F 7 L _ :__ ___J N O J , — — 7 �. I L_1 ' O J ____ ___ ___1 L ''' _ _ IlV arroyo — filled CASH RECEIPT Received From Addres For 0 ACCOUNT HOW PAID AMT. OF ACCOUNT AMT. PMD BALANCE DUE CASH CHECK MONEY ORDER A 11 E z r z m a U U 5 .2-.1 ° .9/I -il:Ds 71, 1Ib'1J4 Th1N E. 0 rn 9 A rn 70 Qrn rri 4 2 F Nb 1d NOO1d A w • A 74314" (I7'-6��") 3053AE 6414 (11214 ) vB' 8141 Med 12'44" (12'•6'4') 9'-0 113' A c 15214 f� 58" 6111 ZONE: 3253A 5'-0118" 5'-0118" O m 42" 51 ZONE OPT. APPR • PPT- PATIO DOOR m IURH LIGHT -� WITH LIGHT RAILING g;, T - zr C24- 44. • 1 E 0 Z r n z m co co co m 9 Pi- ti r 1'2158 gu r'l Cc r 111 y W aFg � & �F n L 0 0 -NEAT TAPE RECEPTICLE UNDER FLOOR AT WATER INLET. -OPTIONAL 220 VOLT RECEPrICLE PROVIDED FOR RANGE AND DRYER r IT Pi z r r PItil T ,i Li = h a , 1 2 N 2-. ® x 1 r A 9 rt DPI. DOOR OPT. PATO DOOR LOTH WTH LIGHT ar z, E Al rn z A D r n z 0 VU A O V 1 J krig 6 1 fiD rn r rn 4 42 24 74. 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Y a ' -- — 1 -- DIMENSIONS VARY WIT. -1 MODEL =S3 OBJ 3ba3N3D r n 2 2 7. -' a n 1F ti 1 �I 0 b. n 4 ■ r-1 /Ir Ir• 3/r 1•—o a/Ir ir J JI/C11 r -.a C) P1 7 P1 D r -- Z 0 N II DN1t Y Ij 30021 • V S 10 a w a.. ---141---a____ ) `_"!,. 1'• _______ b ;o 6....4.1. 1i 6P I Y3 — — — ;1, i i. gp�ri i '..— 1 K 4 iliarmaak ' -1 H11M AVYA SNOISN3t1I0 d 2 H os c i•-• •/,r 1 i tr•a/r a.h •-•.I ,/. 3/tr 19 4 1 1 Y 1 1300,1 141* 14YA 111* 511015N31i10 m r r Z 0 m VAlli f i QI rfr ATLANTIC 1 IUMI'_'S DIV. #47 OnorR t7A7frik4ORDAPIPM t7Y: TICKET: Ne 15253 AH "VIA -1467 fEnru-xlMi• ^I7F II In 211 '14 • At/si thiliknti, tan TAI.CeN A' SERIAL N =STOOK ACLJSTOMER EXTFR OH COLORS ANO SIDING Seep Sluit Sour. Desert fiu0.. Prey Dulled. Nevi Mite xZ Std. }rl4rt white. Silver, Inko Brown. Wall &treat. >.narcoul. Pkem, Olympic Range. Trani we 'Mk/ raw MFen4 Dili 0 t $+1v , I 3rt�errt, I, 1111 r{m Meaner. f1.e.rl 910. l"4 9w.eu %eel MOOR RIO Sid; • Whh., Coy Cry Yth Anal Color Iw , wag), 1N!JULATION X Nee 11-11IIV.•_ . Well: # ha" ns, ' .11VP EXTE1110 l CON;..II111C11ON td. X Root 4I elle g111. -Std Ovarhen4: 0��� Endo On - Res. Exoeutfv♦Ceiiirg Roof LO •#ut[r � a 401a 3610 !O 10 9010 Nrn9q,e Rest Cool zone- 1 Wind Load 2vt. 3 r'� IOormar ri MrcJ. Lyl. i z 1 �•Gr . , ,$weal} Domer: %/Pilar I JIM 21Y Doi rner w/b' Mlni Doorman* Y., Pert.- Trip Wlfrinles Pnl.m.. .i'?rrtler PillarInc 04.13QOn Is `rT eneUFilt rMar'ntM I Will, ;Elh P111 T , T 1 s 1ALE* E* ORo w Fain. Pr .0 fr MOnPI R HIfId1 ANIS zle vA a BILTMOflE SFVII 1 F .nF{;f7R PLANTATION D. FINANCE CO. EXTERIOR .111 r4, x DOORS�y.'•''. NDOWS Do • lf/lri{.rj[i ,ye.MR*' ea id. x r;i.teel 111 •:1'3:I• •Tl< IIe�+ 1e]! ,FAWN Goa; wISltsrni, F Ft _ MR I f S- Cinrtkl*r Reg. DIE. Lee.. Palo OC arkroirm Ialle C Aj i% ,. wn 1ho �G+I�_ 4 __ W. bead es: F R Crow '..r.mea Wirldov 5 11I 114 - r Slott Mnd w o XEYI,4 AIOf WIrVa or moi► onk _L. - rW K .110 #1414 S m� f — - Lay. 1�d rae Wrap Around Window S a S i flfi ass - Ledge Bay, 36" aa- Vit?t • B08 C.M WinQow POW. 112 CIO 'Mrdtlw ice: rw _ I:k'i_ Whdow: elem. ebieur. 11.53 14x45 Decor Window 1 eae EXTERIOR MISCELLANEOUS me 1.rM 1 414 1 rA hit) Floor Joist - Pb RFr1 J0481 lei Std. x !rr„=; a. Iii Tia Down Swipe No. Imo %s- ' .N.r .wrymelass Eren+ lot 15'+p for easement wf14111 firm 10 *rah .rnr • Minn NWT.* Ml,ln. S 9G 71s,,..�'4414:::a alliN ;C1Cllli,�J ■ 4 : • - - - 1 -I.r •e' I B rl!_C7RlCJ1L IiI. Muter ei Mein G.rh I OPCOr e i Ntdten Undfr ON Cielnelt L19h11r79 toh0 Dual Bulb lcc.: t:se 1 t i,$ un 0oa w 70 n 4i DIM Iima1l L4M, T CI 1230 — Coach LIgI'ts Hitch No. ,Ini ii* __ P4'11012.4—:6r,�, C4. .'U cl.. Luti,� SkylIQhb 1602 ti•l_ aex4b 4*4 Lac Y f _ Twaod Blore LOC. _--4 t1.. M... L..v..... o t e cad yAkrI!' ir•' • 1 LIOI ITS C., ELECTRICAL t... ,41r wnuudylu IIe�+ 1e]! Cinrtkl*r Reg. DIE. Lee.. nae 200 AMP Getvfre 11I 114 C.Y. I ..... -,.IT.. 5411 t. iter EAra tempt.. EAL Int. LAs.. tiara Liam!_ Les. - 11 U ,..1L 1.1J _LI 111 -II 141.11 tit &UMW L64.: Smoker toe.; eae Phone J 1dc l.Ac.: riAlr- 1.rM 1 414 1 rA AF'1'LIANt;ES r7/jrrl Tv Jae ee.• l`G KI I l;hltr4 Refer.:15 19.2 dija 0mlt �. 1' -• Plumb ice zie 11:885 Me Yi7 r3S Rrnge. SIc.� Gas Elea Sair.eJtVII Mi Oriii Nit Eleolnc Pilot% fits Oaluaa Wird Only 1:1 r 1� von. inn bliuntt 1.*w+ ;Iran zw I Gerbille MP • Wfre 0-7y Irna oWe1 I OPCOr e i Ntdten Ire 1�t,4.I0+.0.eI= �111iWlilJs Xe' L , .._ I Inlerth.rm Fier • t7 7f1 — 1 t i,$ un 0oa w 70 n 4i (• 1dhm.n eon • 1P 72 Tier Pdr1rnelar Neel Will flegielere IliI ! P4'11012.4—:6r,�, C4. .'U cl.. Luti,� ! IV _ Twaod Blore LOC. _--4 t1.. M... L..v..... • 1 • " r l •I V II r I r v fl1 Unl11 iv µpinup UV 114 TICKET_ NC 1525 _ AH Sar 22111 2M 1414 water Heater: Electric 317 148 Si Wailer Heater- Door Inaiall Walther-Mryer nitimh fax Dryer Prep Water Softener Sing c1 Lever Faurts/ypr a yea' Loc. UIPZIZEM) 494=0 Ia Corner_. 49 54 84 Loc b6' 1 Placa Mester are SarhlOpl Tub Surround' Main Masl41 9re 93:11/Dpi Tub Demure Loc.. orgelain Sinha' Mein Mester 3rd Bath T Gordan Tub- Lac Comer Tub- Colored Lo;.' Laundry Sink Optimal Beth CABINETS, Is COUNTERS "p I Cabinet Doors' telt xi Cabinet 073' 504 ' Extra Doors WO Jun 2.4 '07 7:47 P. 02 IIU. LJUQ7IUIfl J MODEL IP Ago Nan/. — SERIAL CABINETS !S, COUNTERS i.1' 11.'51 .-e Ctr Top, Master Bath; Snow Navy Marble Oak DIUsh Confettl TiatrrMande Wirtelblrry Verdigris tilnrni uoilnier I op t'rpl.. iflf bath 112 bait U:II. Color 11 01,111101 Va. t rid ■s,l) 3rd kla1ll 112 Both Optional Vainly 49" 8T Drawers I Linen Loc. Pantry I Cc ' Hfi i Ltrr.. Pirn( Ledge Eral Cantel nl 210 • Loc C unci CInxul Loc.. 001110 Khalil I Ila; Lazy Swan Loo.. Dae11r Glace. Rep. Smoke Loc.. Shelven' I.R Dk L]t:N wlgoi1 Dlv Wall. t6" 24" l9" Dec. G t"' Std. , CARPET 4 Color - y i ! :3tit •.d: 'f/'r LQ Na I I DR j Window Stile: i_air ' is White Cabinet Pule 41L Pekin Top Cabinet 1 r Chair Rail. 4Eev. Rea. w,Gold 1:-.1 Oak Styles: Kg. Mout Mea+lsr 15227 Whns Cabinetar Tom Int. Pkg. s1.1 res -x 3, Boohoo...12p OVA Kitchen X Mein 1P . 7C mister ftl Opt. Util 7Ir2 r fl leg (os Eape 'rpm cod oak L. a. I K;tehen 1 Main a Matter 3rd Opt Utu 1 ' _ Ctr Tera. ISitillv,ie 81tv. roe/ Mr,uv Q2 OIUta tioniani 1111 Drank Wncacnr V9i11.yrm limn. Sheathing Eziedr .o I Cb. Top, Mein Roth: 5,►a. Nary Harte, Oak Blush Cantata Teal Omaha Wtnlryrrry vptdrgnt $1.1re, Jun 2.4 '07 7:47 P. 02 IIU. LJUQ7IUIfl J MODEL IP Ago Nan/. — SERIAL CABINETS !S, COUNTERS i.1' 11.'51 .-e Ctr Top, Master Bath; Snow Navy Marble Oak DIUsh Confettl TiatrrMande Wirtelblrry Verdigris tilnrni uoilnier I op t'rpl.. iflf bath 112 bait U:II. Color 11 01,111101 Va. t rid ■s,l) 3rd kla1ll 112 Both Optional Vainly 49" 8T Drawers I Linen Loc. Pantry I Cc ' Hfi i Ltrr.. Pirn( Ledge Eral Cantel nl 210 • Loc C unci CInxul Loc.. 001110 Khalil I Ila; Lazy Swan Loo.. Dae11r Glace. Rep. Smoke Loc.. Shelven' I.R Dk L]t:N wlgoi1 Dlv Wall. t6" 24" l9" Dec. G t"' Std. , CARPET 4 Color - y i ! :3tit •.d: 'f/'r LQ Na I I DR j Window Stile: i_air ' Mailer QR 29R Chair Rail. 4Eev. Rea. w,Gold 1:-.1 Baseboard Mid. Loc' au l;ytra Ma% UUUUIc Doors 'Loc.; 6 Parlor interior Door Oak /Whit* Wxlk-In INTERIQR t7ECCR ■ Standard Oeccr VVrrzwl19ce Fain Rm rttlEb ' _ HEMI L 1 Sheathing Eziedr .o I Dart I i Masker Frothilt5 Froth Carpel 84 87 88 92 1 Malo Botha- 92 87 88 9? Carpet r- 17- Dirlialy Ruur'llSi. 84 67 60 92 Corsa. ^ Uldily .4'11 L. 1 KM.( : 84 9p 83 92 i pet Tad Strip I Family Rlr I Morning Rin f. UU1 MOLDING INT W.IRIOR DOOMS :3tit •.d: © Molding' 01 Way t.325 t )oorMoldtrtg I'tiC;Olt hie CalllnF "1 i Window Repoli • TIT j Window Stile: i_air ' walrwollnq. LR DR Den Hull Mailer Ebb Chair Rail. 4Eev. Rea. w,Gold 1:-.1 Baseboard Mid. Loc' au l;ytra Ma% UUUUIc Doors 'Loc.; 6 Parlor interior Door Oak /Whit* INTERIQR t7ECCR ■ Standard Oeccr VVrrzwl19ce 11.:Ia rttlEb ,31 r II fOuT 14-heathinyMarrieleWnF1 JI���,�11,, Sheathing Eziedr .o .00 // Irl br'1 hAittetr Iif Adobe *NO--- Wel! Panels ; Ku ^ Uldily .4'11 L. 1 Living Ftrn i Oirting Rm I Family Rlr I Morning Rin T Den .. MaSICr Bed y 1 ••_ — Mule( Bnih I Red 12 , Bed 113 ' -,,.I Red e4 --Orapes: Mair Bath 13 sword Neutral to ' I V1rr11Cal Bla ids. _AC.: 14'N Tub Dewdrop* I as- Shower Curlein I7.a: OW Bath Morrow 30 a aD [149..74. .! - owNt;eue Holder L?etuxe Facture Mirror Wall less Wood Of•F0141 0..,s ere. I Eng. Charge T 6 T Ailowarl s BASE PR4Ct.jV7.l (IPTiONIS -/s 7!r TOTAL FRCIGNT 3 TOTAL YRr2: "pI'"S - 1.0 FRAME SPECIFICATIONS FOR CHAMPION HOME BUILDERS CO. DOUBLE SECTION 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" O.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 I-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 Bptom Board: The bottom side of the floor shall be covered with a continuous roll bottom board, which protects the 1 2.3 Insulation: 2.4 Floor Decking: 2.5 Floor Covering: 3.0 EXTERIOR WALLS 3.1 Interior Finish: 3.2 Wall Height: 3.3 Studs: 3.4 Top Plate: 3.5 Bottom Plate: 3.6 Insulation: 3.7 Exterior Finish: insulation and joists. Floor shall be insulated with a blanket of fiberglass insulation having a minimum uncompressed R -value of 7. Higher values of insulation are available. 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. Exterior walls will be constructed in accordance with third party approved structural drawings from the following materials: Walls shall be finished with 5/16" prefinished gypsum, glued and fastened to wall studs. 1/2" finished gypsum walls are available. All exterior walls will have a minimum height of 7'-0". In some locations, 7'-6" wall height is standard. 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. Top plate shall be a single 1"x4" or 2"x4" stud or #3 grade. Bottom plate shall be a single 1"x4" ripped from stud or #3 grade. Walls shall be insulated with fiberglass insulation having a minimum R -value of 11. Available options are R-19 insulation and R-21 insulation with 6" walls. 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. 5.0 ROOF 5.1 Trusses: 5.2 Ceiling Finish: 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. 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 i, 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 an 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.D 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 Dain Lines: 8.2 Water Lines: 8.3 Water Closet: 8.4 1avatpry : All drain piping and fittings shall be schedule 40 ABS, installed in accordance with approved methods. All water lines shall be polybutylene pipe with clamp ring insert or compression fittings, installed in accordance with approved methods. Water closets shall be floor mounted vitreous china with close coupled tank, complete with seat and cover. Lavatories shall be plastic oval mounted in a 4 8.5 Tubs: 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. 8.6 Showers: Showers shall be a plastic pan and wall mounted mixing valve and shower head. 8.7 Kitchen Sink: Kitchen sink shall be stainless steel with back ledge for mounting of an 8" center set faucet. 8.8 Water Heater: 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. 9.0 DOORS & WINDOWS 9.1 Exterior Doors: 9.2 Interior Doors: 9.3 Windows: 10.0 ELECTRICAL 10.1 Service Entrance: 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 Dimensions of Modular Unit Modular unit perimeter 2' +__2' Tie–down Anchors (6) —1' Footers O 2' Design assumptions: 1000 pst Minimum Soil Resistance Concrete: Fc' = 3000 psi (rain) Concrete work to meet AGI Standards Rebar: Grode 40 (rnin) Design based ori Dead Load plus half liveload. Snow Load: 40 psi Floor Load: 40 psi 80 rnph EXP B Wind Gharlc 'obinon, P 519 5cxrfh Oran/ Avcrxrc 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 (970) 49.,-0178 Pori Gdlins, Colorado 60521 24" SQ x Pads at eel in Union W I Steel Stands or 8" CMU Piers under V–F3eorns 49' c/c r Front of House Foundation De` 8" Reinforced Concrete Vertical Rebar #4 – 4E {4 continuous rebar at Extend vertical rebar 1' 1 – #4 at 1/3 wall h Add 8 CMU single cou Drawn by: Geoft Robinson Reviewed by: Charles Robinson. Scale: Date: July 2, 1997 File: Bradley-I.AutaCAD Revisions: Crawl Space access located on bock wall. r Detail A L73 " conc. fig. 3h Support Post 211 IT1 9' (max) IUD lox. all 24" high c/c op of wall above J.W. on wall. Foundation Squareness: Top of Wall: Level within 5the &AA,. 110 volopf so, ' (max iffPvc6cevi-i;71- Ar o ce1"...- Tfcc-0041-kou 't goderc. Diagonal measurements within 0.5" 0.25" nk.4) Footer/Foundction Han HUD Mobile Home — With Crawl Space Developer: Lorry Bradley Lot 11- , Block 8 Lacctien: Rifle Village .South Subdvision, Rifle, Colorado age CMU Course Mac 7-7 //0 0 - / • ////, // / / Concrete Wall z-- • N Charles /obinon, PE 0970) 493-0178 (� 5auth erar' Avcrxwc fart Gollirr, Colorado 5O 52/ Drawn by: Geoff Robinson Reviewed by: Charles Robinson Scale: - Dote: July 2, 1997 File: 'Bradley2.AutOCAD c Revisions: i T �TI. pica( Ty 16 2 ##4 Rebar 12 #4 rebar, tied to outer #1-' corner' bar 2,Tfes'r e 40 12 6 . — 12 # 4 rebar - # 4 rebar 6" spacir CIU 0 0 0 0 0 40" minimum 0 f f nf'1,., H nr- E>rvi r Steel Su9 Dort Stands Footer -/Foundation Typical Detail HUD Mobile Home — With Crawl Space Developer: Larry Bradley Lot , Block 8 Location: Rifle Village South Subdivision, Rifle, Colorado Page 1 #4 rebar, tied to outer #5 corner bar Corner Rebar 2 145 bar 90 degree angles Legs extend minimum 48" J 4 2 L L 12" rlax r um spacings 7g No. 210 P DH - S Anchor r'"linirium LO Alternative Tie -town Use #4 rebar hoop Hoop egs ;ander rebar grid lou a) O O J O I' O n ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: 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, and/or to support a request tor a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. Expires Ma No 31 93 BUILDING OWNEFI'S NAME Laurence Bradle V SECTION A PROPERTY INFORMATION STREET ADDRESS {Including Apt.. Unit, Suite endror Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 0015 ShQtgyn Street OTHER DESCRIPTION (Lot and Block Numbers, etc.) Lot 11. Block 8. (Amended). Rifle Village South Subdivision CITY Rifle STATE Colorado SECTION 8 FLOOD INSURANCE RATE MAP (FIRM) INFORMATION FOR INSURANCE COMPANY USE 'POLICY NUMBER COMPANY NMC NUMBER ZIP CODE 81650 :Provide the following from the proper FIRM (See lnsUu ons): 1. COMMUNITY NUMBER .080205 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (SFE): NGVD El 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 HI feet NGVD (or other FIRM datum -see Section B, Item 7), 2. PANEL NUMBER 1353 3. SUFFIX B 4. DATE OF RIR/ INDEX 1/3/86 5. FIRM ZONE AO 6. BASE FLOOD ELEVATION to AO 2anes, use Opel one foot depth 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 _a__ 2(a). 'FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of 1 1 1 1 .1 1.0 feet NGVD (or other FIRM datum -Bee Section B, Item 7). (b), FIRM Zones V1 -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 I 1 1 1 1 1 IA feet 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 1 _L1.11 feet above ❑ or below ❑, (check one) the hphest grade adjacent to the buildup. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is 10111 14.1 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 111 No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level etevations? 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 B, Item 7J, 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:AZ Yes 0 No (See Instructions on Page 4) 5. The reference level elevation is based on: El actual construction 0 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.) 4 6. The elevation of the lowest grade immediately adjacent to the building is• 1 1 1 $3i2 i t1 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 feet NGVD (or other FIRM datum -see Section B, Item 7). 2. Date of the start 01 construction or substantial improvement FEMA F01111191-31, MAY 90 REPLACES ALI 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 certiy to breakawaylnon-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 certilication under Comments below. The diagram number, Section C, Item 1, must still be entered. •! Lunefalse certificate represents my best e fforts the of11'raWe. underrstnd that any statement may be punishable byror pnnmender1U.SCo, Section 00 CEA1 IER'S NAME TI!11 E . ADDRESS SIGNATURE LICENSE NUMBER or Aft Beal) George R. Bauer Colorado PLS #27925 COMPANY NAME President/Owner Construction Surveys_ Inc. CITY STATE Silt Colorado 0012 prise Blvd. Copies should be made of ZIP 81652 DATE PRONE 2/13/98 (970)876-5753 hie Certificate for: 1) community official, 2) Insurance agent/company, and 3) bulidlrp ot»tter. COMMENTS* In reference to Section B, Item 6, minimum finish elevations were established and documented to the County Building and Planning Dept. on 11/21/97. floor ,001114W Garfield 4`7,x. a R •�F�Q `, t` (1� ra^O27925 i _40 -7 � Eg- 736 111ltllnlpO. In accordance with the documentation the minimum finished floor elevation for Lotll, Block 8 is 5326.34, surveyed on 1/30/98. as field REFERENCE LEVEL ON SLAB A ZONES IL' lI MP WIMP MOM $ v ZONES REFERENCE LEVEL BASEMENT IEFEREICE IEVEL ON rn.E4 PIENS, ON COLUMNS A V MR,1ENGE LE 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 Boor. Elevations for all V Zones should be measured at the bottom of the breast horizontal structural member. Page 2 • erre Ovauer Registered Land Surveyor No. 9009 Dler 21, 1997 Garfield County Building and Planning Dept. jo..8th Streit, Suite 303 .e1100410004 Spii,uio, cO 81601 , . Ex , -iks:Caf f orty In accordance with Larry Bradley's request, I have determined the finish floor elevations for Lot 11 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 N8 Go': of Lot 8 in Block 8. Lot 11 minimum finish floor elevation 5326.25 I hereby certify that I personally observed this elevation and that the same is true and correct to the best of my knowledge ,- ability. ;".� �:R •• s. ` '' • rt " 9009 tit+'. �� cQ : - I 9f yo ` X1'1j .OF COV 1854 County Road 293 • Rifle, Colorado 81650 • (970) 625-1872 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT A FIELD COUNTY, COLORADO Date Issued1 I 97Zoned Area Permit No... ‘1"2571 AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the caning, 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 pe mit may then be revoked by notice from the County Building Inspect�pr and IMMEDI�I7ELY BECOME NU ND VOID. me eht) olio de I Use Address Legal Description Owner eAl ontractor Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing r_ /6— ci e? AfL Nt t-1 ? T r e Da., ,uf ,4\---,c-- 4LFoundation Foundationf _ Z I — ci S yk1 T'L iif 7 -- Underground Plumbing Insulation Rough Plumbing Drywall Chimney & Vent Electric Final (by State Inspector) lig ( 0/4 Gas Piping 1...-- G - 4 f A _ Final , _ ( ef, _o}( w0 - 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. x`154 Phone 945 -lam APPROV Date THIS PERMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. DO NOT DESTROY THIS CARD D Y PLACED OUTSIDE - 4 OVER WITH CLEAR PLASTIC