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HomeMy WebLinkAboutpitkin.eh.272929201033 (1996)Permit # .ASPE&KIN ENVIRONMENTAL HEALTH DEPARTOT APPLICATION FOR INDIVIDUAL SEWAGt DISPOSAL SYSTEM 130 S. Galena St., Aspen Colorabo 81611 Phone 970-920-5070/Fax 970-920-5039 Parcel IDS a 70 9 9a o 1) ,:;.q Permit For: New InstallationaQ Repair ( ) Remodel ( ) Emergency Use ( ) Name of OWNER JEFFREY LAINF, ADPMS Owner's Mailing Address :50 m iDLINND NNE t* tY M &A CASTL Business Phone 4�0� 9a l Home Phone: � q -7c — ql¢3--1a3-7 1A 1b Name of Agent N/A Agent's Mailing Address Business Phone, Cell Phone : Fax Copy of permit to be sent to: Owner X Agent ( ) Both ( Street Address CWRIR. IN Df2. IZED STa1J E Ca I►� c� ate, r SDs R 8 8 Legal Description: Lot ,Block . � � bdivision Size of lot: ype of proposed structure: cE'+ �SY1. ►�Cli1C.Size of bldg. envelope: Total area/living space (sq. 11): # of Bedrooms, offices and similar size :rooms: -3L r.. _...,.�,., i r.,;t • r iAtf—haA r lrlatarhed # of Bedrooms, offices and similar size rooms: Water( )Private well( )Spring( )Strean*$4 Community/Public (Name of System) Is Proof of Adequate Water Attached ? ( ) Yes (?<) No Hass this project been approved by Pitkin County ? ( ) Yes ( ) No Is a copy of the floor plan attached ( required ) ?MDQ Yes ( ) No Application for an individual sewage disposal system is hereby submitted. The undersigned acknowledges that the above information is true and that false information will invalidate the application and any subsequent permit. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The owner assumes all responsibilities in case of failure or inadequacy of this system. - Date —1 Signature of applicant For_dppi3dmsnts+SV-D0bW ------------------------------------------------------- Septic tank capacity: REMIT -4fi.1�41VJQUA�..S •W.t�ASz�D P93A"Y;zTfM gallons Absorption area: sq. ft. An inspection Is required prior to backfill of any component of the distribution system. Design by Engineer Required ? ( ) Yes ()4 No All plans and specifications of the engineer must be followed. Any changes must be approved in writing and the engineer must certify the final installation to the Environmental Health Department in writing. (� /� (� Permit approval by: e Date ( 1 I"l `f Plans and specifications of the proposed indi 'dual se age dispos system have been reviewed and are considered sa6Kadary. P�nnts—sari is hereby granted to the owner ar the agent to perform the work indicated in accordance with the Pdkin County ISDS Regulation in effect at the lime of issue. This permit becomes invalid 6 months from the date I that the peril was issued unless system construction has commenced or an ezlension has been approved in writing by the Department. Installer. /Y` OL� As -Built drawings must be I d d wit this permit before the final approval will be Issued. Final Inspection Approval: Date: '� L� Date requested: Date Pd.: �T� GI L Receipt #:°j Received by: L, ip Info ation complete: ASPEN • PITKIN ENVIRONMENTAL HEALTH DEPARTMENT 3/10/97 Revision to Adams' individual sewage disposal. system located at 0 Chair Mtn. Drive in Redstone, CO: It has been determined that a 10' X 12' X 13' deep drywell will be used. All of the necessary setbacks can and must be met according to the Pitkin County Individual Sewage Disposal System Regulation. The system must also be installed per the design requirements of the regulation. A system of this size would provide 682 sq. ft. of absorption area. The minimum absorption area required for a 3 bedroom home that is between 2,000 and 6,000 square feet in size with a perc rate of minutes per inch is 664 square feet. Any changes to the placement or size of the home or sewage disposal system must be submitted to this department in writing and approval given in writing. These changes from the original design are approved by: �b V' C C Mary Wood Aspen/Pitkin Env. Health Specialist 130 SOUTH GALENA STREET • ASPEN, COLORADO 81611-1975 - PHONE 970.920.5070 - FAx 970.920.5197 Printed on Recycled Paper ASPEN/PITKIN ENVIE iMENTAL HEALTH DEPARTMENT ISDS DESIGN REQUIREMENTS DEPARTMENT USE ONLY Name Jeff & Rhonda Adams Permi Parce House Size 2798 sq. ft. (75 gpd, 100 gpd, or 130 gpd) 1 Number of Bedrooms, Lofts, Offices, Similar Rooms - Main House 3 Number of Bedrooms, Lofts, Offices, Similar Rooms - Caretaker 0 Average Daily Waste Flow 675 (# bedrooms X 2 people/br X 75) State Review Required? no Perc Rate 10 (T) in minutes/inch Design Flo w (Q) _ # bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1050 Absorption Area (A= Q/5 X SQRT of T) A = 664.0783 sq. ft. of absorption area required 37 infiltrator units without reduction A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system. 464.8548 sq.ft. with reduction " �1 3 26 infiltrator units with reduction 13�� � l Type of system: [ ]Absorption trenches [ ]Absorption bed [ ] Gravelless chambers [ ]Dry well [ ]Seepage Pit [ ]Pumping Chamber Is an Engineer -Designed System required? no yes reason: Minimum tank capacity SETBACK FROM WELL # of feet = 104 1,250 gallons Remember: 8 feet of additional distance for each 100 gallons/day of design flow over 1,000 gallons/day should be added unless an RPE can verify that it is not necessary to prevent contamination. APPROVED FOR ISSUE BY: SYSTEM INSTALLED BY: DATE OF FINAL INSPECTION REQUEST: FINAL INSPECTION BY: DATE: DATE: Printed on Recycled Paper i Jeff and Rhonda Adams 525 Midland Ave. #2 New Castle, CO 81647 March 24, 1997 Dear Jeff and Rhonda: ASPEN PITKIN ENVIRONMENTAL HEALTH DEPARTMENT Thank you for the new set of plans. The 10' X 13' X 12' deep drywell will fit nicely and meet all setbacks with a little room to spare. I figured I'd better get you something in writing so that you'll have it in the event that you are asked to show that you have been given approval for this system. This is the design that will be in your file as the official design. If any changes are to be made, whether to the home or to this design, we will need to be notified and will have to approve the changes in writing. Thanks once again for your help and getting things to us promptly. Also for being so organized... it really helps to expedite everything. I'm excited to watch the progress of your new home. Sincerely, I ) a� �- Mary Wood �- Aspen/Pitkin Env. Health 130 SOUTH GALENA STREET ASPEN, COLORADO 81611-1975 • PHONE 970.920.5070 • FAx 970.920.5197 Printed on Recycled Paper 40 0 x GLk.Oa-�-A 14pn &ulv aQ 6ac�,) OY,- ahke�t ?aAj- IN at Vr, q -LL to Cly �aAd. 03Cu tGLs -�- Gl-(oc,,i d 4" u�-e-� g �a1 v LaO - , 4,,1,- j � it'll" 1q`1a« L, ,q n lei- j G� c� vU1 voo ,x ra.Q.Q ems. - �,�� � �--�► e� . ( 4 Az JLVU�j CACI 0�G � b . J 1z ct 8 (� 2 �- -neo If P n1 1 ,li�Y! 1 i1 1%i _-c % .� /'� n I MC-F� /l • J I� n .�� n H n n/ GA< � +,a C d Aspen / Pitkin Environmental Health Department Contact Log Sheet --qr _ Name: Alla,22L P Parcel I D#: Address: Date Person Spoken To Comments / Action to be Taken Initials v"a-c"sYL - X21' CA i OJP CS!, x X 0 0 J41— ' ►s_ . __ I, `I 1 S { i k_' r K �/�i' Oji-. '�■l . __ I, `I 1 S { : r y fi shy E f U Aspen/Pitkin Environmental' HEalth Department AM- Fireplace/Woodstove Permit Parcel ID # of Property (available from Assessor, 920-5160) Name of Owner of Property J E FFQ6' y (,AWE ADAM Owner's ,'Mailing Address SO Midland Avg° *'a kJeo (Ls .(b YAoV7 Street Address of Property 00-haar MaunfCu)0 1Y 2edSibne Co Legal Description of PropertV VW Yq 5eL )5 T tD s 12 8,9 w &ThPM elTK/N Cp Owner's Phone Number q2 Y -d 1 Structure Type: Single Family Vl Duplex ❑ Condo/Townhouse ❑ Apartment ❑ Commercial ❑ Other ❑ If this is new construction -(not a remodel or addition): Type of device # you plan to install room gas log fireplace gas Fireplace appliance certiRed woodstove i make/model #(attach spec sheet): make & model number: woodburning fireplace 0M other device make & model number: If this is a remodel or addition to an existing structure: For the Fireplaces/woodstoves you alread have: Type of device # you already have room Will device remain? was to fireplace i as fireplace appliance make/model. (attach spec sheet) certified woodstove make/model: woodburning fireplace i uncertified woodstove other device • What devices will you be addin _ . Type of device # added room gas log fireplace i ;gas Fireplace appliance make/model. (attach spec sheet) certified woodstove make/model: woodburning Fireplace i Signature of Applicant _ Date Zi-9� Receipt it P. 317 Emrir Health Dept Approval ---]qj6Tb Datef_?I-;jIqU Date Paid Printed on Recycled Paper L� L4 September 4, 1996 Crystal River Park Homeowner's Assoc. ASPEN .PITKIN Redstone, CO 81623 ENVIRONMENTAL HEALTH DEPARTMENT Re: Jeff & Rhonda Adams, Lot X Dear Homeowner's Assoc.: I have been asked to write to you in regard to the individual sewage disposal system for Jeff and Rhonda Adams, Lot X in the Crystal River Park Subdivision. A permit has been issued for this property whickj complies with all of the requirements of the Aspen/Pitkin County Environmental Health Department. The Pitkin County Individual Sewage Disposal System Regulation imposes a number of constraints that limit the location of a sewage disposal system on any lot, and the system that we have designed and permitted is what we believe will provide the best sewage treatment for this lot. Please be assured that the system that the Adams install will be in accordance with the Pitkin County Individual Sewage Disposal System Regulation and will be inspected by either myself or another staff person to insure that they have installed what has been permitted. I hope that I have helped to clear up any questions that you may have had in regard to this property.. !f you have any further questions, please don't hesitate to contact me at 920-5069. Sincerely, Mary Engelmann Aspen/Pitkin Environmental Health Officer cc: Jeff and Rhonda Adams 130 SOUTH GALENA STREET • ASPEN, COLORADO 81611 • PHONE 303.920.5070 - FAx 303.9205197 P -ted- ydedPape seepageTrenches ❑PVC pipe set and perforations aligned properly (Sch 20 or ASTM 2729 - no less than 4" diameter if gravity distribution; 2" if pressurized) ❑PVC pipe level ❑Monitoring ports to the surface provided Seepage Bed ❑Perforations aligned properly ❑Level distribution line ❑Proper distribution spacing (6' on center or less, and 18" to 3' from outside lines to sidewalls of excavation) ❑Distance between distribution lines in a bed not more than 6'. There must be a distribution line within 3' of each sidewall of the bed ❑Monitoring port to the surface provided (inspection pipe) ❑Solid wall header (manifold) - level tee for distribution Seepage Pit ❑Adequate depth of concrete rings or block ❑Concrete lid provided ❑Check dimensions ❑25' setback from property line Drywell ❑Check dimensions 70ean aravel- 1/2" to 2 1/2" in diameter ; c _ - []Gravel from bottom of pit to at least 2" above inlet pipe ❑lf more than 1 drywell, must be separated by a distance equal to the depth of the excavation or 10', whichever is greater Pumping Chamber ❑1/3 horsepower pump or pedestal ❑Alarm system and vent (audio & visual) []Discharge 4 times daily ❑Stoped to drain back into pumping chamber ❑5' piping form chamber to line - extra strength []Risers Sand Filter ❑Dimension of basal area ❑Dimension of sand filter area ❑Depth of sand (at least 2 feet below the distribution lines) ❑Vertical and horizontal ratio of mound []Crowning of mound ❑Distribution lines (less than 6 ft. apart; outside lines must be within 3 ft. of sidewall) ❑Gravel between the distribution pipes []Level of manifold ❑Pressurized lines should be offset and not fed directly into a line ❑Dosing (pressurized) - alarm system and dosing schedule (floats set for what gallon discharge?) OVERHEAD DOOR OF BASALT 9709274725 P.O1 _ i I I i CIA May 8, 1997 Dear Homeowner, ASPEN- P1TK1N ENVIRONMENTAL I quxiiDEPARTMENT Aseptic system permit was issued for you at on According to our records, no work has been done on this systern yet. For us to ko our files up to. date, we need to know the status of your work. Please mail this form back and igt, t is know what you plan to do. Thank you very much. [ ] 1 am not planning to build at this time } I am planning to build my system sL'-� "�� ( when}? maybe- ""n �JScpf iomeowner's signature Date i pe I MY ! I ' f i 130 SOUTH GALENA STREET ASPEN, COLORADO 815] 1-1975 PRONE 970.920.5070 FAX 970.920.5197 { Primed- Recyckd Paper Nelson Environmental & Wastewater Solutions, Ltd E W S August 2, 1996 Jeff and Rhonda Adams 525 Midland Ave. #2 New Castle, CO 81647 AUG 1996 ENVIRONMENTAL HEALTH ASPEN / PITKIN RE: Soils Evaluation and Percolation Test for on Lot X, Crystal River Park Subdivision at the Mountain Drive, Pitkin County, Colorado, Dear Jeff and Rhonda, I . °`t Pi" KL6 Individual Sewage System Design located Intersection of Crystal Park Drive and Chair As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a soils study and percolation tests to provide information for possible designs for a septic system for the proposed residence. We conducted this study according to Article 5 of the Pitkin County Individual Sewage Disposal System Regulation on August 1, 1996. We have based our recommendations on the subsurface conditions encountered at that time. We will furnish this letter and a copy of the enclosed data sheets to the Aspen/Pitkin Environmental Health Department as soon as possible to obtain a permit to construct this individual sewage system. Proposed Construction and Building Site: The two-story residence is to be a three-bedroom, two bathroom house with about 1980 square feet of living area The house location is on a subdivision lot of approximately .221 acres. Water to the residence is supplied from the Redstone Water and Sanitation treatment plant. The main water lines to this lot are currently being replaced with eight inch ductile iron pipe and will be located across the subdivision roads to the northwest and southwest of the subject property. The house site is located in a meadow area with a gently rolling topography, sloping a 10% grade toward the Southeast. Typical of lots in this area of the subdivision adjacent to the common park area, a vegetation pattern of grasses predominates. Subsurface Conditions: A soil profile, within the proposed absorption area and twenty feet from the proposed building location, was excavated to a depth of sixteen and one half feet. The excavation revealed that there was no groundwater apparent. Bedrock was not observed to this depth from the surface of the ground. The subsoils were moist and compacted slightly under the pressure of the excavating equipment. P.O. Box 6961 Snowmass Village, CO 81615 Office (970) 923.3289 Home & Fax (970) 923.2766 Adams Septic System Soil Investigation and Percolation Test Lot X, Crystal River Park Subdivision August 2, 1996 Page 2 The soils consisted of 14 to 18 inches of dark organic loam topsoil. The subsoil was a red, loamy sand of uniform consistency to the bottom of the profile pit. Unusually, there were no rocks or flagstone fragments in the subsoils. The subsurface soil conditions were evaluated with the standard percolation test procedures at the approximate locations shown on Figure 1. The proposed drywell percolation test holes were excavated to varying depths and placed at the bottom of backhoe pits using hand tools. Before presoaking was begun, the sidewalls were scraped and three inches of gravel were placed in the test hole to prevent the scouring of loose soils from the sidewalls when the water was added. Percolation Testing: Percolation testing was performed in the proposed drywell absorption pits in an area just southwest of the proposed residence. This testing was performed in holes dug to varying depths at the bottom of three backhoe excavations. The bottom of the deepest test hole was located at a total depth of 136 inches below the ground surface, and the others at depths between 60 inches and 94 inches. An initial filling of the percolation test holes was done by adding approximately 12 gallons of water to the test holes the afternoon before the percolation test was to be conducted. The percolation holes were then further pre-soaked by adding water to refill the test holes to a depth of fourteen inches above the bottom every hour during an eight hour period before beginning the percolation test measurements. The results of the percolation testing are presented in Table I. These results indicate the loamy sand soils have an average percolation rate of 10 minutes per inch, a satisfactory percolation rate under Pitkin County criteria. These results and the minimum setback distances required for horizontal separations from the water line, house foundation, and property lines in the Pitkin County Individual Sewage Disposal System Regulation, seem to dictate a septic system absorption area with a drywell configuration. Limitations: This report has been prepared according to generally accepted practices in this area for use for sewage disposal design purposes. The conclusions and recommendations submitted in this report are based upon data obtained from our site visits at the location indicated. There is some possibility that the nature and extent of variations in the subsurface soils across the site may not have been evident at the time of this investigation, and may need additional evaluation, if further excavation reveals conditions different from those described. This office should be advised of any unusual situations as soon as possible so that we may reevaluate our recommendations. 2 Adams Septic System Soil Investigation and Percolation Test Lot X, Crystal River Park Subdivision August 2, 1996 Page 3 We hope that this investigation is sufficient for your needs. If you have any further questions regarding this letter, or if we may provide additional assistance, please call. Sincerely, L,� f4', �J . / � lel�- Robert F. Nelson, R. E. H. S. President Attachments Reviewed By: /A q vV 6)am ymond, P.E. Schmeuser, Gordon, Meyer Engineering cc: Aspen/Pitkin County Environmental Health Department c ...................... ................ .................. .......... ..... ....... .... ........................... ........................ ................. ................... ................... ................... ................... .......... v E . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .•. . . . . . .........•......................-.•.•.•.•.-.-.-.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ . . . . . . . . . . . . . . . . . . . . . . . . . . ....... .................... ............ ...................... ........ ........ ........................ ....................................................... ........ .................................... ............................................. ......................................... .... .......... ................. ................ ............................... ................ ................. . . . . . . . . . . . . . . . . . . . . ............. ............ ............. ............ ............. ............ ............ ........... .......... .............. ............. ............... .............. ............... .............. FIA _0 0 0 -0 0 Cl) 7n n 0 C- C) CD = (n U) -TI 0 (D CD 0 0 CD En CD 0 0 "21 0 CD CD _0 0 0 -0 0 Cl) 7n n 0 C- C) CD = (n U) -TI 0 (D CD 0 0 CD En CD Nelson Environmental & Wastewater Solutions, Ltd E TABLE I W S PERCOLATION TEST RESULT FORM Hole Length Depth at Depth at Drop in Average Hole Depth of Interval Start of Interval End of Interval Water Level Percolation No. (in.) (Minutes) (Inches) (Inches) (Inches) Rate(Min./Inch) 1 60 10 53/4 33/8 23/8 10 33/8 1 5/8 13/4 (refill) 10 81/2 6 11/2 10 6 41/16 115/16 j 10 41/16 3 11/16 10 3 2 1 10 2 94 10 73/4 53/4 2 10 53/4 37/8 1 7/8 (refill) 10 85/16 61/8 23/16 10 61/8 49/16 19/16 i . 4' 10 49/16 3 1/2 11/16 10 3 1/2 25/16 13/16 8 3* 136 10 87/16 7 1 7/16 10 7 59/16 17/16 10 59/16 43/8 13/16 10 43/8 3 1/4 1 1/8 10 3 1/4 27/16 13/16 12 4* 82 10 5 35/16 19/16 10 35/16 21/8 13/16 U 10 21/8 1 1/4 7/8 (refill) 10 43/8 3 1/4 1 1/8 10 3 1/4 23/16 1 1/16 9 - '- 1L�a Note: * indicates that these two test holes were in the same backhoe pit at different depths Jeff and Rhonda Adams Property Lot X, Crystal River Park Subdivision Date of Percolation Test: 08/01/96 P.O. Box 6961 Snowmass Village, CO 81615 Office (970) 923.3289 Home & Fax (970) 923.2766 Nelson Environmental & Wastewater Solutions, Ltd. E Property Address: Chair Mountain Drive W S Legal Description: Lot X, Crystal River Park Subdivision Property Owner: Name Jeff and Rhonda Adams Address 525 Midland Ave #2, New Castle, CO 81647 Phone (970) 984-2123 (home) Contractor: Excavating Contractor: Name Owner Name Duane Piffer Address Address 622 Redstone Blvd. Redstone, CO 81623 Phone Phone 963-1594 Saturation and Swelling o Smeared surfaces removed X Yes o Gravel Added to a 3" depth o Date and Time presoak water initially added 07/31/96 (d, 3:30 p.m. o Amount of presoak water added 12 gallons /hole on 7/31/96 48 gallons/hole on 8/1/96 o Water remaining in holes after 1 hour presoak periods? Hole 1: Yes X No Hole 2: Yes X No Hole 3: Yes X No Hole 4: Yes X No Percolation Rate Measurement Hole 1: 10 minutes/inch Hole 2: 8 minutes/inch Hole 3: 12 minutes/inch Hole 4: 9 minutes/inch AVERAGE 10 minutes/inch Groundwater. o Not Encountered to 16 ft. o Estimated depth to high seasonal water if not encountered- 40 feet o Is area believed to be subject to seasonal fluctuations which could result in a seasonal water table? _ Yes X No Slope in absorption area 10% to the SE Bedrock o Not Encountered o Estimated depth if not encountered -60 ft. o Type of bedrock: X Sandstone Claystone Siltstone Other: o Is bedrock believed to be permeable? X Yes No I certify that the above information is correct and complete to the best of my knowledge and that all tests were performed in accordance with the provisions of Pitkin County Individual Sewage Disposal System Regulation, Article 5-1 through 5-8. Robert F. Nelson President Reviewed by: Q �' V J Ha monc chm eser, G P.O. Box 6961 Snowmass Village, CO 81615 Office (970) 923 NOTICE THAT _ CANNOT ISSUE YOUR SE PERMIT We cannot issue your septic permit because we do not have the following required items. We can issue your permit as soon as we receive all of the information we need. Please feel free to contact us if you have any questions. Thank you! We need your: Perc Test Data Soil Profile Info O Permit Fee O Plot plan showing all required information 0 Completed Application / ^ 0 Engineer's Design j Yo U2 Li c ua�'� GJ PiI 2 f PY 1 n Ux`i�'°'`'i k�t� We issue permits as soon as we receive the completed application, because we know people are usually in a hurry to start building. We don't want to hold up your permit. If you don't understand what information we need, please give us a call. We want to 1"CU'2 help you in any way we can! Aspen/Pitkin Environmental Health Department 920-5070 1 Please contact: at Printed on Recycled Paper 69 68 00 ` is 8UGPL3 'OS OSI IL*Lupedaa qgmH iquat.uuaiu►u3 uDWdX*dsv ADDS JDUM I N PC) P.C. H vJ l LL NOT BE COMCP-EF'E' 5C.A B. P0PIC, H W LL. BC BVIL*T us/A 7 sorts i G -rL) 56_ owD L000c> cows?Re l.Ac 716W- 'Cn�nicjvd bo✓�e ("At u)oRtLd 3 hetFreams -for ked(oz rn I�p� bane ✓nrn�. -ADDENDUK IS'6�4" � "I".. Model # 203 x24') BREEZEWAY TURED ❑ 6'x8' (AVAILABLE ONLY RED ON TYLER I & la WITH (L 6/12 PITCH TO MATCH )AR HOUSE) PLAN "C" (28'x24') Buyer % ' Date CaByyier % i n �atei Miles 04meso Date 10/92 7tf-��,s: M i' ha. ACCOU We i'tb1;1Eo1112� "C ntkl OVERHEAD DOOR OF BASALT 9709';-4725 AT -10) Tl,,,o,) HAP-,%) umoo om s IT L UT .4" 3014 D 10 .3034 -f 4 wt -i'16 Pvc P I P Grand junction jrjpr, M,3ujpv Y o ]-! J -70 Business Loop . Y.O. Box 1849 Grand Junction, Colorado 81502; • 970 A*',' 'f 1'1 fl A " At" Ire paid in lull, by the dat�14 due Into after (4ite of invoice. Di;,r,).. ntsss. shc�vn in the discount column are allowed only if accountsat the;�, 'ar -livery cila[gos. FINANCE CHARGE: Past due accounts are S bject to INTEREST pa-�td"I!dis M are allowed on sales lax, or de L P.': 1'10N1 H (is-/. P'. UNI) ap.)licd to the pr4,,,.;):; 1,1 0,itiIiy plus any cost,,; of collection, including reasonpbie 211c) ey's fees. NV OVETMI]EAD DOOR SHIP TO� rT K�NO, 10 INVOICE NO. INVOICE DATE J)UF DATE 0,:, 1 k AN D FROM SHIP VIA -7 !IT A N 0 5AI.Eq, TAX PURL_ RASE ORDER QUOTE NO. D DATIT. ? DES 11 SEPT 11C TA RIPTION ITEM N SHIPPE 0 UOT ?97. 0 I Y 0 (-AL �M� - -COM Se Pir I C. ThOK - -1 5wk ptpc puc- L UT .4" 3014 D 10 .3034 -f 4 wt -i'16 Pvc P I P 4 i} 1ts PVC- RF 30-34 4�(;( 101 3 76) J I r RECEIVED BY: X ALPM ASPEN/PITKIN ENVI NMENTAL HEALTH DEPARTMENT ISDS DESIGN REQUIREMENTS DEPARTMENT USE ONLY Permit # Name Jeff & Rhonda Adams Parcel ID # 1-1,4 _ JLq A -©► House Size 2798 sq. ft. (75 gpd, 100 gpd, or 130 gpd) Number of Bedrooms, Lofts, Offices, Similar Rooms - Main House 3 Number of Bedrooms, Lofts, Offices, Similar Rooms - Caretaker 0 Average Daily Waste Flow 675 (# bedrooms X 2 people/br X 75) State Review Required? no Perc Rate 8 (T) in minutes/inch Design Flo w (Q) = # bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1050 Absorption Area (A= Q/5 X SQRT of T) ►_' _ A = 593.9697 sq. ft. of absorption area required 33 infiltrator units without reduction A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system. 415.7788 sq.ft. with reduction 23 infiltrator units with reduction 100 Type of system: [ ]Absorption trenches [ ]Absorption bed [ ] Gravelless chambers [ ]Dry well [ ]Seepage Pit [ ]Pumping Chamber Is an Engineer -Designed System required? no yes reason: Minimum tank capacity 1,250 gallons SETBACK FROM WELL # of feet = 100 (001)0 - (�050 _y A� RV1(fS q3�p Remember: 8 feet of additional distance for each 100 gallons/day of design flow over 1,000 gallons/day should be added unless an RPE can verify that it is not necessary to prevent contamination. APPROVED FOR ISSUE BY: SYSTEM INSTALLED BY: DATE OF FINAL INSPECTION REQUEST: FINAL INSPECTION BY: DATE: DATE: Printed on Recycled Paper Redstone Water & Sanitation District 0215 Redstone Blvd. Redstone, CO 81623 DATE OF BILL............ 07/29/96 PRESENT READING ......... 0AUG 1996 PREVIOUS READING ........ 0 CONSUMED................0 OVERAGE USED ............ 0''""-""""" WATER OVERAGE CHARGE ... $ 0.00 F-NV1H0�'-F1''--AL HE=AJH ASP�47 PITKI N REGULAR WATER CHARGE ... $ 45.00 SEWER CHARGE ........... $ 0.00 JEFF & RONDA ADAMS SEWER OVERAGE CHARGE ... $ 0.00 525 MIDLAND AVENUE 12 LATE PAYMENT/PENALTIES.$ 0.00 NEW CASTLE, CO 81647 BROKEN METER CHARGE .... $ 0.00 PREV. UNPAID BALANCE ... $ -90.00 ---------- ------------ -- TAP FEES ...............$ 0.00 ; ALL WATER RENTS ARE DUE AND PAYABLE UPO MISCELLANEOUS CHARGES..$ 0.00. ,� RECEIPT. AILURE TO PAY BY 08/2 96,.1 NEW BALANCE DUE ........ $ -45.00 ; SERVICE MAY BE DISCONTINUED -A RECONNECT FEE; WILL BE CHARGED. DELINQUENT ACCOUNTS WILL OFFICE (970) 963-2365 PLANT (970) 963-2898 ; BE CHARGED A 1% PENALTY PLUS COST. xt-------------------------------------------- Please Put Account Number On Check ACCOUNT NUMBER......... 412 1, , SCALE . V= 250 i O�\ �rPovJ1e,Y�: T L LY"% cel ": o A 1.1 m i 0 t, VV) CQ f �P 1p�pov�Q��A,o 1p G'j•� e9 h \ `a 66 , _1 61I \ •�0 ( DoT_ x in \ c: r \ zz INDICATES FOUND RE15AR Z CAP 114 1 11 vJ P_ss po 2j ` o erwlse�. 0 INDIGATE5 SET REOAR A GAP (MNV* _pCj 1--•S . 1 1-} 1 1 1) LEGAL DESCRIPTION: LOT X, FIRST AD0I710r4 CRY67AL RIVER PARK SUS., NW 1/4 5EC ZS yT. 10 5., R.88 W. Co TH P.M. PITKIN CO. COLORADO. I hereby certify that on May 10, 1996 a survey was performed by me on the parcel f land desc ,ed hereon. All easements, encroachments and rights-of-way in ev'd nce or kF w Y��to,me are shown. This survey is true and correct to the best of my ntiedge�, ; m: _ *76.V e wk e vt Sty v V 2 t -o Y a �v Y' y _..._ BY, LINES IN SPACE SYDNEY LINCICOME (L.S. I4III) BOX 121 CARBONDALE COLO. 303-963-3852 13 Qu G t SCAL ney dIncidome P -'L S 1411 m: _ *76.V e wk e vt Sty v V 2 t -o Y a �v Y' y _..._ BY, LINES IN SPACE SYDNEY LINCICOME (L.S. I4III) BOX 121 CARBONDALE COLO. 303-963-3852 13 Qu G t SCAL 2X4 PURLIN 12 4 2X4 CEILING JOIST) SEE DETAIL -5 5,_T. FACE OF $H-=ATHIN'G (SIMILAR) 9 TO 4: OF HEADER 4x4 TREATED WOOD t 2x4 TREATED TOP RAIL FOYER 2x4 TREATED NAILER PORCp 2x2x3l' TREATED BALUSTERS 6' O.G. o=amu BOTTOM RAIL FLASHING (BY BUYER) 12 14 iq p 0 �= U 10� Qom9 1x8 FINISHED o RISER MATERIAL r- 1 1/8' x Il 1/4' N w § FINISH STAIR TREAD (Y -` m (CUT TO 10 1/4') 0- U 1 1/4' NOSING RUN F Q (2) 2x10 HEADER WITH 6 w 9 -_ JOIST 14ANGERS 67 a a 4 tx I .. ) 2X4 CEILING JOIST) SEE DETAIL -5 5,_T. FACE OF $H-=ATHIN'G (SIMILAR) 9 TO 4: OF HEADER 4x4 TREATED WOOD POSTS (TYPICAL) 2x4 TREATED TOP RAIL FOYER 2x4 TREATED NAILER PORCp 2x2x3l' TREATED BALUSTERS 6' O.G. 2x4 TREATED BOTTOM RAIL FLASHING (BY BUYER) 14 CONCRETE PLINTH BASEMENT (3) 2x12 STAIR 2x4 KICK PLA (2) 2x10 JOIST HEADER I W/ JOIST HANCsER5 (2) "2' PLYWOOD STAIR HANGERS 101-31, (L OF HEADER TO FACE OF STUD O i0 p z I� 5TA(R SECTION 7 SCALE: 1/2' = I'-0' 1 1/4' NOSING C 1' GAP -mak ls� O i DRAWINGS PREPARED SY= 7 HOMEDESIG ERVICE' Foundation, BASEIrEN1 Wall Construction, 2X( Orientation. NA STAIR SECTION NOTE$: A HANDRAIL WILL BE PROVIDED 67 MILES Pages a HOMES TO BE LOCATED 11/2' FROM THE O$. 7 WALL AND 34' TO 38' FROM THE TOP OF THE: FINISHED TREAD. 5TRIN!sER6 ARE LAID OUT IN ACCORDANCE ABILENE TO 4' CONCRETE SLAB. IF SLAB IS OTHER (203.000) THAN 4' THE RISER HEIGHT WILL VARY AND MUST BE A0JU5TED ACCORDINGLY BY BUYER. A)nz7aau 3) 2x12 STAIR STRINGERS (2) 1/2' PLYWOOD STAIR HANGERS 2x4 KICK PLATE (2) 2x10 HEADER WITH— JOIST HANGERS (2) 2x4 STIFFENERS-� 4 OF HEADER TO t OF HEADER W3 iq p z r- 5TA(R SECTION 7 SCALE: 1/2' = I'-0' 1 1/4' NOSING C 1' GAP -mak ls� O i DRAWINGS PREPARED SY= 7 HOMEDESIG ERVICE' Foundation, BASEIrEN1 Wall Construction, 2X( Orientation. NA STAIR SECTION NOTE$: A HANDRAIL WILL BE PROVIDED 67 MILES Pages a HOMES TO BE LOCATED 11/2' FROM THE O$. 7 WALL AND 34' TO 38' FROM THE TOP OF THE: FINISHED TREAD. 5TRIN!sER6 ARE LAID OUT IN ACCORDANCE ABILENE TO 4' CONCRETE SLAB. IF SLAB IS OTHER (203.000) THAN 4' THE RISER HEIGHT WILL VARY AND MUST BE A0JU5TED ACCORDINGLY BY BUYER. A)nz7aau DASHED INDICATES LINE OF DOCS -HOUSE DORMER 2x4 PURI -IN - 12 4 PORCH 117 I II II II i II i 2x10 SOLID BLOCKING DINING ROOM 12 Q 31/a APROX. 2x4 KNEEWALL 1 1/2' BiRDMOUTH ON RAFTER 12 APROX. (2) 1 3/4'x11 1/4' FLUSH MICRO -LAM WITH JOIST HANGERS BEDROOM -I- e SECTION 6 SCALE: 1/4' = I'-0' (3) I3/4'X11'/4' DROPPED MICRO -LAM BEAM KITCHEN SEE DETAIL f A FOR RAILING 1 2x8 RIDGE BOARD -------- I I I I 1 12 DASHED INDICATES LINE 10 HOUSE DOt�t"IER x1l;ff BEDROOM -3- 2x4 PURL IN 2X6 STUD 52 1/8' 12 4 2X4 C JOIST PORCH BEARINGS BLOCKING LIVING ROOM 2x10 SOLIL BLOCKING BASEMENT 2x8 RAFTERS - 16' O.C. 2x8 CEILING JOISTS - Ih' O.G. 1x4 RIBBON 2X4 LOOK -OUTS 1X4 FASCIA 1x8 FASCIA 2x8 FASCIA BACKER SOFFIT MATERIAL W/ VENTS 16' OVERHANG 8 SHED DaRMER -OVERHANG SCALE: 1/2' = P-0' F 2x4 KNEEWALL 1 1/2' BIRDMOUTH ON RAFTER 2x8 SOLID BLOCKING 12 Q 31/a APROX. o� BEDROOM -2 r- y� U� STUDY MIP -SPAN BRIDGINGS (METAL) - TYPICAL < SPANS OVER V-0' I 3' DIA. ADJUSTABLE STEEL POST S e SECTION SCALE: 1/4' = 1'-0' 16' OVERHANGS SECTION NOTES: TRUSSES ARE SHOWN FOR ILLUSTRATION PURPOSES ONLY. EXACT CONFIGURATION TO BE DETERMINED BY TRU55 MANUFACTURER. STRUCTURAL LUMBER TO BE PROPERLY DRIED AND MILLED "2 S.PF. MINIMUM. Fb1000 P.S.I. OR BETTER FOR 2x6 MEMBERS AND LARGER. a L L0 N A♦ v W x0 ov E m It L0 V) 0o o ai ami c c a c a y N Zo ■� o o � 0 DRAWINGS PREPARED SY: HOMEDESIG4SERMCI Foundation- BASEME7 Wall Construction, Z Orientation, 1 Pages e ABILENE (203.000) A230686N 2x6 NAILER 12 a4 2x4 JOISTS - 16' O.C. 2x4 NAILER 2x6 RAFTERS - 16' O.G. (2) 2X10 BEAM W/ /2' O.S.B. SPACER — SOFFIT MATERIAL 16' OVERHANG B f=0RC:IOVERHANC SC -`,LE: 1/2 = I'-0' ROOF OR RIDGE VENTS (1:250 SQ. FT. OF FLOOR AREA) A CLASS 'A' FIRE UNDERWRITER APPROVED, 3 TAB SELF-SEALING SHINGLES TYPE I5 ROOFING UNDERLAYMENT 1/16' 24116 MINIMUM AGENCY CERTIFIED ROOF SHEATHING 2x6 RAFTERS (S.PF. n OR BETTER) 16' O.C. 12 VENTILATION BAFFLE B 2x4 BEARING PLATE 10 23/32' TONGUE AND GROOVE FLOORING 2x10 FLOOR -JOISTS (S -PF. *2 OR BETTER) 16' O.G. METAL CROSS BRIDGING 2x10 RIM JOIST UNFACED FIBERGLASS INSULATION 4 MIL POLY VAPOR BARRIER \� 1/2' CEILING SHEETROCK C 1x4 RIBBON 2x4 LOOK -OUTS N' PLYWOOD SOFFITS WI VENTS 2x6 FASCIA BACKER Ix5 FASCIA 16' METAL DRIP EDGE (TYPICAL) (2) 2x6 TOP PLATE D 2xroxS25/0' PRE-CUT STUDS I6' O.C. -/2' WALL SHEETROCK 4 MIL. POLY VAPOR BARRIER o UNFACED FIBEF;rzLASS INSULATION WALL SHEATHING (AS PER CONTRACT) SIDING (AS PER CONTRACT) 2x6 BOTTOM PLATE E23/32' TONGUE AND GROOVE FLOORING 2x10 FLOOR JOISTS (5.PF. 02 OR BETTER) 16' O.C. METAL CROSS BRIDGING 2x10 RIM JOIST 6' FIBERGLASS INSULATION (AT RIM JOIST ONLY) F2x6 PRESSURE TREATED SILL PLATE WITH SILL SEALER 1/2' DIAMETER x 10' ANCHOR BOLTS 6'-0' O.C. (BY BUYER) 111—III—II A n=1i1=1i1- e TYPICAL WALL SECTION III III SCALE: 1/2 = r-0' 12' CONCRETE BLOCK WALL (I2 COURSES) G BACKFILL WATERPROOFING WITH RIGID INSULATION (IF REQUIRED) BY BUYER 4' MINIMUM POURED CONCRETE FLOOR H 6x6- 10 GAUGE WELDED WIRE MESH 6 MIL POLY VAPOR BARRIER 4' GRAVEL BASE DRAIN TILE TO SUMP PUMP (IF REQUIRED) 24'x12' CONCRETE FOOTING (2) 04 REBAR. (IF REQUIRED) POURED FOUNDATION NOTE: IF A POURED FOUNDATION 15 TO BE USED HEIGHT OF WALL TO BE DETERMINED BY NUMBER OF BLOCK COURSES SHOWN OR PER SITE GRADE CONDITIONS, FINAL FOLRNDATION WALL THICKNESS t IT'S REQUIRED REINFORCING PLUS ALL LEDGE REQUIREMENTS ARE RESPONSIBILITY OF BUYER. FOUNDATION MUST MEET ALL LOCAL CODE REQUIREMENTS. rL SOFFITS W/ VENTS (VINYL CLAD) FASCIA BACKER AL DRIP EDGE OVERHANG DETAIL (VINYL OPTION) SCALE: 1/2' = I'-0' EXTERIOR DOORS: NO.T DOOR SCHEDULE * UNLESS OTHERWISE NOTED N0. VENT AREA DOOR UNIT A2 ROUGH OPENING MASONRY OPENING HEADER SIZE * LIGHT I AREA VENT AREA DI TV - 36 x 24 3'-0' x 6'-8' V-9 1/4' x 5'-0 5/S' V-25%' x 6'-5va' 3'-55,0' x 6'-113/8' 2-2x10 N/A 20.0 SQ. FT. 03 V-0' x 6'-8' / 2 LITES I 24 SQ. FT. 5'-91h' x 6'-91106 6'-0/2' x 6'-113/0' 2-2x10 17.6 SQ. FT, 20.0 SQ. FT. INTERIOR DOORS: N0. I DOOR UNIT ROUGH OPENING NO. DOOR UNIT ROUGH OPENING INTERIOR PASSAGE DOORS: INTERIOR BI—FOLDING DOORS: P2S 2'-S' x 6'-S' IV -10/2' x 6'-10%, 8F5 5'-0' x 6'-6' S'-1%8' x P24 2'-4' x 6'-5' '/2 * x 6'-105/0• Pl6 1'-6' x 6'-5' 1'-5/2' x 6'-105/0' WINDOW SCHEDULE NO.T WINDOW UNIT ROUGH OPENING MASONRY OPENING HEADER SIZE * LIGHT AREA VENT AREA DOUBLE HUNG (TILT) UNITS: * UNLESS OTHERWISE NOTED A2 Tll - 36 x 16 3'-6 1/4' x V-5 5/6' V-9 1/4' x V -S 515' 2-2x10 S 50. FT, 429 SQ, FT. A4 TV - 36 x 24 V-6 1/4'x 4'-9 5/8' V-9 1/4' x 5'-0 5/S' 2-2x10 12 SQ, FT. 6.40 SQ. FT. AS TII - 36 x 24 - 2W l'-2 1/4' x 4'-9 5/S' l'-5 I/4' x 5'-0 5/S' 2-2x10 I 24 SQ. FT. 12.50 SQ. FT. TYPICAL WlNDOUJ 1=RAMING DETAILS SCALE: 3/5' = I'-0' w � � 3 V s3�., O a�U c N U 9-3mQ 0900 mom' usfl-L 'G Cc 07�m3 U X.T �N 0 L Q 0 L0 rn v rn xo 0� m� LO LOO d a `0 sz- d m a � J c a � L �- a 0 z °- 0 0 0� DRQWINGs PREPARED BY: HOMEDE51G ERVICES Foundation, BASEMENT Wall Construction- 2X8 Orientation- NA Pagan 5 Of, 7 ABILENE (203.000) A2035B6N 12 4 [::� r LEFT ELEVATION r SCALE: 1/5' = I'-0' t / FLASHING AT DORMERS !' vwEr2i�ANca (DORMERS) FRONT ELEVATION SCALE: 1/4' = I'-0' — — — — — — — — — — — — — — " — SECOND FLOOR LINE — FIRST FLOOR CEILING LINE - -- -- FIRST FLOOR -LIKE -- -- — - —— V MINIMUM SIDING TO GRADE LINE OF CONCRETE FOOTING ]BASEMENT FLOOR LINE REAR ELEVATION SCALE: 1/8' = I'-0' LY/IYJ Nl3GIYV 1 VGM1111 ILV SHEATHING ON ALL CORNER5 AND 25'-0' OF'EN LENGTHS RIGHT ELEVATION SCALE: 1/8' = 1'-0' m, O 3 U L OaNU c Q V � d C sOm� VIE m U U D7c3a m � L j C N m ^1 0) W rn x o `i' m `i O ino c�a 0 X n m o, c c a c I J W t 6 d Z O ■� O O t:2 DRAWINGS PREPARED BY= HOMEDESIG ERVICEE Foundation. BASEMEN" Wd Construction. W Orientation. STANDAR[ Pages 4 Of& i ABILENE (203.000) 11 A2304BOS SECOND FLOOR PLAN SCALE: 1/4' = I'-0' O 2xS CEILING JOISTS 2x6 RAFTERS - 16' O.G. O 2x4x6'-0' CEILING JOISTS _ 2x6 RAFTERS - 16' O.C. NOTES: DRAWINGS PREPARED BY: HOMEDES15 ERVICE`. I. 22'x30' ATTIC ACCESS WITH 30' MINIMUM HEADROOM TO BE LOCATED AND FRAMED BY BUYER PER LOCAL SUILpiNG CODES. 2. ALL EXTERIOR DIMENSIONS ARE FROM FACE OF SHEATHING TO FACE OF 5TUD OR CENTERLNE OF COMPONENT UNLESS OTHEW15E NOTED. 3. ALL INTERIOR DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE NOTED, Foundation, BA3EME1 Wali Construotion, 2Xi Orientation, STAMAN WALL. KEY Pages 3 Of, 7 O 66N.' STUDS - 16' O.C. 521/s' KNEE -WALL 5TUD5 - I6' 0L. ® DOF3'1ER PACKAGE GABLE END m SLOPED WALL ABILENE (203.000) A203286S NOTES: 1, ALL EXTERIOR DIMENSIONS ARE FROM FACE OF SHEATHING TO FACE OF STUD OR CENTERLINE OF COMPONENT UNLESS OTHERWISE NOTED. 2. ALL INTERIOR DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERIIJISE NOTED. WALL KEY: O 925/e' STUDS - 16' O.G. L0 N W rn x o <r m `r 0o d a o s= c t3 !!AA J C.0/ t3 v W_ 0 0 zo ■ 0 o � 0 DRAWINGS PREPARED r5T: HOMEDESIG ERVICES Foundation, BASEMENT Wal Construction, 2X9 Orientation- 8TAPDARO Pagel 2 offs 7 ABILENE (203.000) A203186S / 16' O.C. :SPF. -2 OR BETTER) 2x10 FLOOR JOISTS O 12'-0' LONG / 16' OZ ­ (SPR n OR BETTER) 2x10 FLOOR JOISTS 9'-8314' LONG / 16' O.C. e$PF. 02 OR BETTER) 2x10 FLOOR J0157S ® 6'-5114' LONG / 16' O.G. (SPP. rs OR BETTEW trod NAIL 2x4 BLOCKING (32' O.C,) FOR THE NAILING OF NON-BEARING PARALLEL PARTITIONS Ln N W rn X0 oL in Ln It 0O d a o m c c a � Ci♦ � a w` 30 W ao � za ■� a oF- 0 DRAWING5 PREPARED BY: HOMEDESIG ERVICES Foundation- BASEMENT Wall Construction- NA Orientation- STANDARD Page, 9 Off- 7 ABILENE (203.000) A2030BOS Final HCU'5e �Iare: GENERAL NOTES: 1. Fvery effort has been made to eliminate errors during the preparation of these drawings, but because Miles Homes cannot guarantee against the possibility of human error, it is the obligation of the buyer, on site builder or contractor to verfy the accuracy of all details and dimensions and be personally responsible for them. 2. These drawings comply with nationally recognized building codes which may differ from regional building practices or local building code requirements. The buyer is responsible for informing Miles Homes of any required changes which alter the information shown in these drawings or in your contract. 3. Whitten dimensions will always take precedence over any scaled dimensions on these drawings. 4. Any materials shown on these drawings which are not written in your contract or included in the Miles Homes material specifications are to be provided by the buyer. $. Window and exterior door information required for code compliance is included in a schedule in these drawings. This information includes standard header sizes, openable area, and light area. 6. Miles Homes does not provide gas piping or fittings for gas supply within or outside the home. The buyer must arrange to purchase these items locally. i. Refer to your Customer Guidebook for specific details in the building process to help you better understand the Miles total home-building program. FOUNDATION NOTES. 1. Miles Homes is not responsible or obligated as a supplier, contractor, designer or builder of foundations. Miles Homes does not supply foundation design specifications or materials. Miles Homes does not guarantee that the recommended foundation design shown in these drawings meets the standards of your local building code authority. Local building code specifications regarding the size, reinforcing, and frost depth of foundation footings, and thickness, reinforcing, waterproofing, and ventilation of foundation walls, take precedence over the standard information shown in these drawings. it is the responsibility of the buyer, or on-site foundation contractor or builder to satisfy the local building code requirements. 2. Miles Homes does not provide utility hookup services or materials for water, sewer, gas or electric. It is the responsibility of the buyer to determine the location of all utility services. The buyer must verify the location of any utility entrances and exits, making sure that they do not conflict with existing site conditions or violate local building code regulations. Utility hookup services are generally available through your local utility company or private utility contractor. 3. Miles Homes does not supply material for and is not responsible for the location and installation of gas lines, electrical items, or heading materials located below any concrete floor. The buyer must arrange to purchase any necessary materials locally. 4. Miles Homes does not provide metal sill plate connectors such as anchor bolts or strap anchors. The buyer must check with the local building code authority for the size and spacing requirements and arrange to purchase these materials locally. S. concrete block or poured concrete used in foundation construction may be S', 10', or 12' thick depending on the soil conditions and regional building practices. It is the responsibility of the buyer to check with the local building code authority for the required wall thickness and frost footing depth. However, regardless of the thickness used, the Face of Masonry dimensions shown in these drawings must not be changed in any way without the written permission of Miles Homes. 6. Refer to the Typical Foundation Notes on page i. 1. Additional information about your foundation is broken down by your foundation type. Refer only to the sections that apply to your foundation design: BASEMENT FOUNDATION: 1. Unless noted otherwise, the standard height basement wall is assumed to be 8'-0' from top of footing to top of foundation wall which is the equivalent of twelve (12) courses of nominal size 6' high concrete block. CRAWLSPACE FOUNDATION: I. Unless noted otherwise, the standard height foundation wall is assumed to be 4'-0' from top of footing to top of foundation wall which is the equivalent of six (6) courses of nominal size 6' high concrete block. 2. The venting of crawispaces must be verified by buyer according to the requirements of the local building code authority (Refer to Typical Foundation Notes on page I for more details). SLAB FOUNDATION: Unless noted otherwise, the standard slab foundation is assumed to be a continuous 4' poured slab on grade which is thickened at the perimeter to an unspecified frost footing depth. FRAC" i f NCS NOTE 5. 1. Unless noted otherwise, all structural framing lumber Is graded as No. 2 or better and is spaced 16' o.c. Con center). 2. Final kitchen cabinet and bathroom vanity layout will be designed and quoted by the Home Interior Systems Department. Additional cabinets or vanities not covered in the contract will be subject to credit approval. vanity cabinets shown on this plan are not included in the price of the home but may be purchased at additional cost through Home interior Systems. 3. Searing Partition Openings (15PO) assume a minimum two (2) 2xio size header unless noted otherwise. 4. Unless noted otherwise, all window and exterior door headers use a minimum two (2) 2x10 size header. Other special header sizes will be identified in the Floor Plans or the Window and Exterior Door Schedule in these drawings. S. Sath fan and vent kit included where indicated by: 6. Smoke detectors are indicated by: so to be furnished on all house levels and in all bedrooms: Hard wired, interconnected with battery backup. (Not furnished in the crawlspace and roof truss area) i'. A.. RhondaJA&Wls ;.5 Midandywc. #E, New CML , CO 81647 m � €U O 3 O v ll A =3��+ 0 W D7 V L E � Q O��t01 .L�,wmO Q 0 V 0)0- Q1900 U 0) `r s V u 07��3 5 0 t -O5XM Q)bso El C AT a L 0) 0N L0 M w X0 0 t M L0 0 0 V) N 0 C o c J CZ a _9__� a n. Z O O N 0� DRAWMGS PREPARED BY: HOMEES ACCORDING TO COLORADO LAW YOU MUST COMMNCE ANY LEGAL ACTION BASED UPON ANY DETECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT. MAY ANY ACTION SAM UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. TA I 8p LINES IN SPACE LAND SURVEYS TOPOGRAPHIC MAP OF LOT X. CRYSTAL RIVER PARK., SUBD PITKIN COUNTY. COLORADO. BYLINES IN SP1 -1 ACE S YDNEY L /NC/COME ( L.S. /4 BOX 0 CARBOAVALE. COLO. 303-963-3852 DA IE 7-1096 SCALE r - k0' JOB AV.: 515039