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HomeMy WebLinkAboutpitkin.eh.264322302003 (2004)Permit # 04010 Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Parcel ID # 2643-223-01003 Type of permit New( x ) Repair( ) Addition/Remodel to House( ) Name of Owner Christopher Keleher Street Address 496 Bullwinkle Circle Property legal description Lot 3, Block 2, Filing 3, W/J Ranch Subdivision Size of lot '/Z acre Water source W/J Ranch # of bedrooms in house 2 Caretaker unit # of bedrooms in caretaker unit Total square footage of the house # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) TWO bedrooms Permit information Designed by OWNER DESIGNED Mailing Address Perc rate 43 Profile hole depth Minimum Septic tank capacity 875 gallons *6-1/2ft Depth to groundwater or bedrock Minimum Absorption area Comments Greater than 6-1/2 ft 914 sq ft/50%reduc=457 Septic permit approved per compliance with the owner design on Al Beyer Site Plan A-1 stamped 2/19/04. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. *Before installation of the system, an 8 ft profile must be dug to verify that there is no groundwater and no bedrock. This department must be called to inspect the profile hole. The owner design is for a 1,000 gallon septic tank. The tank must be a concrete two-compartment tank with an effluent filter on the outlet pipe. The flow is spit to three trenches, each trench 10 units long for a total of 30 units. The outlet pipes in the distribution/splitter box cannot be directly across from the inlet pipe, unless there is a baffle in the box. This department does not endorse any brand of products. This permit must be kept on-site during installation. The owner must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. Permit approved by: ZC.Z , I,C . Date: / y Plans and specifications of the �,roposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. Installer: Final approval: 'A'i 'i %l ji>`u- - C. c Date: I Z C�-� 0 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER C + WhQf' Owner's Mailing Address ®, 2.40- City, 2Cit , State, Zi S ✓1 l 2 Business Phone: X25 " r✓GG Home Phone: 2i ~ `� ' 25 E-mail Address: Primary Contact Person (all communication regarding this. permit will go through this person) Name �� f J�t+nl kt✓i_ +tL Lf `( b7 Company v— 051 o k `IZS J 25� qgG ��5. Contact MailingAddress N. i L� �' (� r 1" �` � ����@� O.L . All -1000 City, State, Zip Business Phone : Cell Phone: l ri l03 Fax: 11` " O X12- KE -mail Address: 200A e- vW r Parcel ID # (available from assesso ' office at 920-5160 or at www. itkinassessor. r ) L Street address of property UO V-1)Q1k Vjty\V-�C Gi 1 Legal Description: Lot ,Block Z Filing 3 ,Subdivision }' Size of lot: 2 acres. Type of proposed structure: 5-r Total square feet of house # of bedrooms (potential) in house Caretaker Unit: Attached ( ) Detached ( ) Total area(sq ft) of caretaker unit # of bedrooms (potential) in caretaker unit Permit is for: New Home ( X, ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System (X) If community system: Name of system V41"i The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. 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 Pitkin County Environmental Health should the individual sewage disposal s,. the applicant or his/her representatives. Signature of applicant Received by G:\isds\isds applic\isdsapp rev050103.doc :nt, Pitkin County and employees of these agencies will be held harmless or malfun tion. 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U m — c a O m m- 0 N •U a0 L 'D Q E C7 PITKOUNTY ENVIRONMENTAL HEAL i H To: John Keleher From: Nancy MacKenzie Fax: %�5 — Gln Pages: ONE (Including cover sheet) Phone: Date: 4/5/04 Re: 496 Bullwinkle Circle cc: John, I did an inspection of Chris' septic system today. 1) There was no inlet pipe into the tank and therefore no inlet "T" 2) 3) 4) 5) ti The top of the outlet---`F"did-not-extend--up-torwitnM-OTTCITIC"I-Ml umersloe of the tank lid. (There is the same requirement for the inlet "T".) There was no effluent filter on the outlet pipe of the tank. This filter must be fitted with a handle so that it extends to the lid for easy access. (length to be determined by the number of risers) The outlet from the tank that was not used should be grouted. Check the other unused outlet knock -outs to see if they should be grouted since some have had very thin walls. There should be an inspection pipe at the far end of a trench. I overlooked this detail on the design you submitted. Normally there is one at the end of the two far trenches. Because of the small size of this system only one trench would need to have the inspection pipe. The trenches can be backfilled once this is done. Please call me for a final inspection once all the corrections are made If the locations of the tank and trenches have changed from the original design, please submit a new `as -built' drawing. Phone 970-920-5076 Fax 970-920-5077 0405 Castle Creek Road #10, Aspen CO 81611 nancym@co.pitkin.co.us "no Pitkin County Environmental Health OWNER/BUILDER ACKNOWLEDGMENT 4-10.1 Permit Application required: If the ISDS is designed by the owner/builder, he/she must sign an acknowledgment assuming full responsibility for costs or delays incurred because of errors resulting from his/her lack of knowledge of the pertinent Regulation, or failure to properly design and build an ISDS in conformance with the Regulation. I assume full responsibility for costs or delays incurred because of errors resulting from my lack of knowledge of the pertinent Regulation, or failure to properly design and build an ISDS in conformance with the Regulation. O Oner/Builder Signature COC HP Fax Series 900 Fax History Report for Plain Paper Fax/Copier Pitkin Co Env. Health (970)920-5077 Nov 30 2004 2:07pm Last Fax Date Time Twe Identification Duration P= Result Nov 30 2:06pm Sent 99258469 1:11 2 OK Result: OK - black and white fax rea *LU U4 U5:46p Pitkin Co Env. Health (9701920-5077 P.1 A.SPEN/PITKIN ENVIRONMENTAL HEALTH YIEpA,R'rjyjENT ISDS DESIGN CALCULATIONS Owner's Name 2fa43 M23 3 oz aa kelel�ev- �z, i. Parcel ID # House Sive (sq, ft.) 1300+ (75 gpd, loo gpd, or 130 gpd) 100 Number of Bedrooms in Main House Number Of Offices, Libraries, Studies, Similar -sized Rooms in Main House2 U L.16f{l11� U `( 15 IN Lo fr ►q 112 `�i4u y &,*T iuirASLrl Number of Bedrooms in Detached Caretaker unit As A fbr.. Number of Offices, Studies, Similar -sized Rooms (If the caretaker unit is ATTACHED, treat as if part f n aarekin house.) Average Daily Waste Flow _ 400 State Review Required? no Perc Rate 42.6 (T) Design FlowrQ) = # potential bedrooms X 2 People/bedroom X gpd X 1.75 Q= 700 Absorption Area (=Q/5 X SQRT perc rate) A = 913.76146 sq. ft. of absorption area required 59 gravelless chamber units without reduction # of Perc Holes Required; 3 1 in every soil type? —46-- Spaced e.niforuzly over proposed area? t-) _ A niaximurn 3o% reduction is allowed for use of deep gravel cr gravelless chambered system, only if the lot size and soil conditions are uptimal. If a reduction is being proposed, describe tv;ty lot size and soil conditions are optirnal: A � 639.63302 sq.ft. w/30% bed reduction 456.880:28 sq.ft. w/ 50% trench reduction 41 gravelless chamber units 29 gravelless chamber units Type of system: HAbsorption trenches []Absorption bed [] Gravelless chambers [1Dry well []Seepage Pit [10ther _ ,(ape) Minimum tank capacity 875 gallons SETBACK FROM WELL # of feet = 100 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 50 SETBACK FROM DRY GULCH # of feet = 25 RECEIVED N0V 3 0 2004 PITKIN COUNTY ENVIRONMENTAL HEALTH November 29, 2004 Christopher L. Keleher P. O. Box 2412 Aspen, Colorado 81612-2412 Pitkin County Environmental Health 0405 Castle Creek Road, #10 Aspen, CO 81611 Attn: Nancy MacKenzie Telephone - 970-319-7519 Fax - 970-925-8469 e-mail — dkeleher(Whotmail.c om Re: 496 Upper Bullwinkle Circle Septic System The following items have been completed on the septic system: 0 ��43�3c�orz3 1. A "T" pipe has been installed at the inlet pipe. 2. An effluent filter has been installed at the outlet pipe of the tank. A handle has been installed on this filter reaching to the lid for easy access. 3. All knock -outs that were not used have been grouted. 4. Inspection pipes have been installed at the end of each of the trenches. I have previously submitted to you an as -built design of the system. If there are any additional items required, please let me know. I appreciate your assistance in the design and installation of this system. Yours very truly, Chris opher Keleher A :o. J f�. ILVi .� e - a c ` Szk,� S AD�%c, .c- - -tom (• - ar f � _/ ,fir.■� �c v ��'2 `� �`,� ` j, ,Ile ¢�i Aw . ?6 elfIL I, I oL i fir,- Aw _z Lp' f . 0 lies :J1 UJ 11:48a John Keleher 970-925-8469 p.l r \r. of'itech HEPWORTH-PAWLAK GEOTECHNICAL November 17, 2002 John Keleher P.O. Box 2412 f Irj,nut•th-1':nrL,l: t li•uii•� !tni!: �,!. lnr. ('Weirdo Aspen, Colorado 81612 Job No. 103 717 Subject: Percolation Testing, Proposed Residence, Lot 3, Block 2, Filing 3, 0811 Buliwinkle Circle, W/J Ranch, Pitkin County, Colorado Dear Mr. Keleher: As requested by you, Hepworth - Pawlak Geotechnical, Inc., performed percolation testing at the subject site. The work was done in accordance with our agreement for Professional Services to you, dated November 7, 2003. A Profile Pit and threeercolation test holes were excavated on November 10,. 2003 at Ilse locations shown on Figure 1. The subsoils exposed in the Profile Pit below 1/2 foot of topsoil consisted of 3 feet of silty sandy clay overlying dense silty sandy gravel with cobbles to the pit bottom depth of 5'/x feet. No free water was observed in the pit and the soils were slightly moist to moist. Percolation test holes were hated dug in the bottom of shallow backhoe pits and soaked with water on November 10, 2003. Percolation testing was conducted on November 11, 2003, by a representative of Hepworth - Pawlak Geotechnical, Inc. The percolation test results are summarized on Table 1. The average percolation rate was 43 minutes per inch. Pitkin County requires that a registered professional engineer design the septic. disposal system. The gravel subsoils exposed in the profile pit appear suitable for support of lightly loaded foundations. Footings should be placed below the expansive silty sandy clay and bear on the relatively dense silty sandy gravel soils and be designed for an allowable bearing pressure of 3,000 psf. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Louis E_ Eller Rev. By: DER ZWcolation y NIX LEE/ksw attachments K 1 - Locercolation Test Holes F •idation Test Results Fig' 0alysis Table 1 Test Holes Parkcr 303-841-7119 0 Colorado Springs 711-633-556! " Silk:M11(m)c 970-468-108kj urc .Ul UJ 11:14Ua John Keleher 970-925-8469 P.2 • APPROXIMATE SCALE 1"=30' LOT 4 PIT 5 FROM PREVIOUS STUDY JOB NO. 197-478, f')A TCf9 CCD TCAIDCD 'JA 11397 I I i I 1 3 1' r r r r i I 0 1 �o r t 1 1 I 1 i P-1 � l t i PROFILE PIT ' UTILITY AND ACCESS ■ EASEMENT l I ' 1. LOT r BOUNDARIES � 1 f r LOT 2 m 103 717 HEPWORTH—PAWLAK LOCATION OF PERCOL.AMN TEST HOLES Figure s GEOTECHNICAL, INC. Dec U1 03 11.48a John Keleher 9'70-925-9469 P.3 f i I I Moisture i Dry Sample Density of: Content = Sandy = Clay 9.3 112 percent Pat f � •Pram: Profile Pit at 2 1/2 reef r_ w 0 _ ! I 1 I I a v r 0 2 I �, _ I j E Expansion upon wetting S I j i - i I I I 1H�� _ Ii i 1 1;., I If C.1 1.0 10 100 APPLIED PRESSURE — ksf 103. 17 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL_ CONSOLIDATION TEST RESULTS Figure b. uru,uL Ud 11:14:3a Jahn Keleher 370 -U25 -04G3 p.4 Ilk ... �.� ■�rr,w...•..r.T•■.�"' �� ': �■mow .rrr.. •ter, -089 'iiiri'.�r.•�rr �� .ter �..�"'"r�i�.�.r��i� r. �� • M r.� �.t rte■ �+� .��''..�Ti' �r.nirr�� ■� mom" �..r..�r�.�..�� ��rrr�r���w•.r.�r��.r�.��+•�r rte. MEN . to �• • t GRADATION ue . Ql raj t ; 5Q John Keleher Q70 --Q25-0469 P.5 wIWO HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 PERCOLATION TEST RESULTS JOB NO. 103 717 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on November 11, 21303. Percolation tests were conducted on November 11, 2003. The average percolation rates were based on the last two readings of each test. The tests were performed in the dense silty sandy gravel. .1L) LENGTH of INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INC.HES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN i AVERAGE I WATER ! PERCOLATION' ! LEVEL RATE IINCHES) (MIN.IINCH, r--— i HOLE No. iJ THOLE DEPTH j (INCHES) P-1 it i J 48 ! i 15 i water added 8 112 7 I 5 3i4 7 5 314 5 1 1,2 1 1i4 314 I { 20 8 112 7 1,12 1 7 1i2 i 6 34 314 6 314 'T 6 314 6 1 5114 314 P-2 ! j ! ii 51 I i 15 6 1)2 ) 6 112 ) I l 48 6 �^ 5 112 5 112. 5 _ 1 i2 112 5 4 3i4 ! 43,14 4 318 114 114 � 4 3,8 4 118 1i4 4 1i8 3 314 318 jl P-3 ! I I� 59 15 8 3!4 8 114 1 12 I I 60 8 114 7 112 3i4 7 1/2 7 112 7 ( 6 314 114 6 3,14 6 1 i 2 1/4 6 112 6 114 1 114 6 114 6 114 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on November 11, 21303. Percolation tests were conducted on November 11, 2003. The average percolation rates were based on the last two readings of each test. The tests were performed in the dense silty sandy gravel. .1L) 'A f � � \ opo i LOT 1 / - " - - Al Beyer Design Inc. CO 611 Phone 970 925.8339 An, a. 90925.8392 , , ---------------- _REBAR ____ _ - _ , REBAR AND CAP An designs, ideas, arrangements and dans — _ _ — LS #20632 \ % - net v, — i #5 BAR \ ; 'indicate y these drawings and speci ications _ ' ` 1,1 be ed by any oche pe,eo for any use I e property and "ght of the Architect 1 and shall neither he used on any other work -------- - \ ', ` hatscever without writtennpe.-mission. Written FENCE - dimensions shoo take precedence o er :dad _(- rNt�.Nih� - -- - — - — - — - — - — - — - — - •;- = s- - - — - — - — dimensions and shall be vedfyed at the lob site. a - \ '; '�' , An dimensional descrd y pancy shay brought '---L - to the attar—of the Architett prioo r to commencemen[ of or KELEHER FIRE HYD UPPER DULLWP.D.INKLE &VALVE ��t� W/J RANCH ' 1 O 1 1 ASPEN, GO. REBAR AND CAP 4 S 21 °50'22" E 125.14' / 3n•a�e / -%LS #19598 \ b ` #'RE6AR AND CAP 11 I p Mala a LS#1955- 1 i!, • k —`wader• rww cu�tino :,V Prdet ---------------------- - ------------ - 1 — _. - - —. - - - -- s.. co i FUTURE / —.1d. of I PLO.5LAs . -11-0 I _ \ tulalnq envie — d- 5' of FILL / - LOT 3 1 t I 670 B2,F3 - - II k' fill till I// I —_ - 21,951 5o. fit) .._4 /I/ // //' / , _ _ _ ^ Prllkrea--Revised original Grade 1 �--.-,-- LOT 3, BLOCK 2, teILINb 3 _ _ WN RANGH P.U.D. / \ T.O.TOPLYVIOOD = 100-0 I - // OF (q -7 -__ -- ---may Fil COUNTY, COLORADO 0.0� - ' - - - - - - - - - - cam_ i- Ei... l 9a�`K � \ 100-0 is PUNS = -J67H A 517E - ' I , _ -�-- ade NON EXC Y. FOOTPRINT G�arKge \ \ \ \.� _ 1`\, NEW GRADE torRemia Remain hinge 3 DTIL• ESMT SIVE (SHOWN SHADE DJ 1t7 .... -.. _ _ ------------------------ MH _______________________ H — _ vat r EXIStIn b Tar _T 9 r LOT -••• x �----- �$ Q Dr well Prom Hou _k r _ Qr' -`�- - - -- I ( (SCPVGS 10000.1. L0t4) i� it Teri, 6 Mfn. _T_ 1 _ .� split:v Dox wi , J _ --------- 1 to d. tram - — - -' :' — e oauae .._ .. r-$1�&SO B LDINGENVELOPE Z_1`3I s°f 1pUm�_'E. `i /// V1C�Ni}� Maj Wr•s REVISIONS - - u ------------- REBAR _ REBAR ANDCA� L _I_—T—_1—,/ --- - / - r - - ------ _ r -.. LS #20632 - \�S%` _ - S Na{t • /Prov k £nast.a- �w Z - --------- _I819' ------------ i� saa;_j A'_�_ a �� p; UN= 1�1c: �Q^i°,6 e.r f.RCaVZ!t;lan MahenAl KNtA�`•1_d+l_L�--�= ROP __ _ �_TL_-___ PROJECT 3'wtJW vSe e �1t arms ns shows aA Flaw i �c:d Jtv a1� _�Lr1 LINE , _ NN BY. A.B. JJ / _. l` _ ��� / `_� / "\- DILA N�oi= - - lt�srla� .. - CHECKED BY: � REBAR AND CAPr 7660---/- �-- LS #20632 ` ©___/___________ _ ISSUE DATE: 2/4/04 1 1----------------- -----••----.._ ..... ._....-..........................._ ............................................ X N/ EE TITLE AND NUMBER ' ............................. / _ n �C PLAN \ X / - -%` ____, iF3vllw k G'r 4 1., 517E OT N X X _.._ New D ut F Tuw iAe 51TE PLAN ��T�- .r a .eta, 'as 50ALE: 1 e =11111111111lOt 5 20' Waterline Easement-, NOTE: Survey Information was taken from Improvement Survey / \ / from As -Built Location completed by High Country Engineering 1/28/2004(#160-1-00) / OT \�/ Pipe is Centered in Easement Dwv[wnY PF.p1 E w rn Fri IN IN rn IN !/ z ate~ \�\\j\\�\• \� \, / \ r 7 \ \ \ • Z QQ 'R '[---------------- -----i-----' \ \ pY �.��®= ! i. \ \ 1'_11 �• -I � I i i , \ \ • ZA ip p -a -4 / K •••CCC �' �'{ � --- — y v I INp1.ap U n IN S•-, Xi I Tail \\ � � .rt`. w J1 r ,! m \ ? o \ # �� � - _9_-4'�._ 5�-_1Q• l u -rir l I —{ x YP" 9'� ---------------. . I FP u - I CCCCCCssssss u, N O (p 0 3 ni df ► _ ' I J M1 A '• 12- 12 ir rR V yy a B l i i r 1 '' � I I A r r I 1 r a W = i 6 !G I ^^'a L� cgi 1" ppaa33 4- D12 oA o H i'1,� oa�ay N m -- CD Aa { _ � � a'N I m ;a r r D u � Srnu C\zZ iz o � U 1 O A A 0 d I Z A l i 6 !G I ^^'a L� cgi 1" ppaa33 4- D12 oA o o�W i'1,� oa�ay N m -- CD Aa { _ � � a'N I m ;a r r a --w=F n�a ., Srnu C\zZ iz -'1yn- i-Q� (\ i 0 d I of I o" 3" g • i �A --------------------- ------- -------- -----------------------------t --------------------------------- ' wAu une eeLow _ _ ----- --_ _ _. \ I I --_ROOF VALLGY 112 • 12 t._4.1 ._4 _ b - t._e. p•_p,r., b,-4, _ A• , - `• 4• b•' 4 xbp'r' 1StbYI 37Y59T — _ — -' — -I 4D7t4Y -i 4Dk47 I I TYx D"'s —DGAM- 'f�l p X a I _ 1 wALL LINE pE Ow '• oxes L16RARY `:� ; 2 e .b •.--2 -nl------------------------------ - ---- _--- �� 40 0 r C / /' ROOF CUT 4 t i 1 , .� LOFT LEVEL FLOOR PLAN OPEN TO KIT.. LIVING BELOW I s 5GALE. 1/4"- 1'-0 i Lim VIEW FROM NORTH Gam' a. l mow OIL 9.9 Sq fLCoof area � �I � i "K --'beyond 5' xemptipn t S i 5e1ar Peaelttill 1,0k mftnre Wall ri tem- _ ----- / B GUT -AWAY SECTION 12'-S rra' _r_ \ 1 r-------- r - -------- ----------------------------- I , I 9l- CLOSET , // a ;ileo• I ;jl ---- FUTUR� ` \\ BATF,.% MECH. Ina. oaa for aaWswven�t •!M t'- LAU�NDRYI sn II o CRAWL SPA' CE Va,ffy PossEk block out Max. Height - 5-b' N tt: GMqG i11 iwJJ.MftR. . Rt Im.L -----_'___"_ fliMtr 'i, 9 ________ ____________ __ _ , I P r --'-- T -T- 5A5EMENT__ 0 :'19j V-�:P IN" k15 9$ _ �� \ L viewFRor+ivesr f - nlerNa, New BA5EMENT FLOOR PLAN NORTH ti - 0 Al Beyer Design Inc. 410 N. Mill B-11 a Aspen CO 81611 Phone 970.925.8339 a Fax 970.925.8392 Ag designs. Meas, anangemants and plans Indicated by these drawings and specif ations e the property and copyright of the Architect and shah nether be used on any other work nor be used by any other person for any use whatsoever Without Written pemmsscr. Written dimensions shag take precedence over —a ed dimensions and shag be vedfyed at the job s1te. Any dimensional descreparxy shall be brought to the attention of the Architect prior to mmencement of work KELEHER RE5IDENGE UPPER BULLWINKLE P.D. W/J RANCH ASPEN, CO. LOT 3, DLOCK Z, FILINGS W/J RANGH P.U.D. PITKIN COUNTY, COLORADO REVISIONS PROJECT NUMBER DRAWN BY: A.D. CHECKED BY: ISSUE DATE: 2/q/04 SHEET TITLE AND NUMBER LOFT . DA5EMENT PLANS A-3 PASGIA: 4' Face dim. Drip Flash over 1 x3 over ./- 12' exp. lower " \ fete' Flashing. Upper RoofFascia to be rusted. Lower Roof galvanized Soler Panels On ROOF FLOW \\ [meta( Roof over 1 x3 double furring over Fire rated membrane over High Temp. Ica - Mater 5hieldover 5/&'GDx PIy - -__over 12'nom.I Joistsa24'o.C.w/R-38 Batt .\ Insulation. Ceiling -painted S/&'Drywall ° - `'. 1' (option -Add U) aCaipkr erd` J. cla.�r ,S, Dearing Dloek Detail.., Provide venting o upper . ower Soffits. l x6 Scale: i'- 1'-O\y sq. edge soffit (1 /e' Gaps) over cont. screen 1 /4 :12 ' LOFT ' _T.O_WALL PLATE � 8af<e> abav< -- 1oq'-4 LOFT LEVELea lr tnscl Ve.t 5 Fad ea- ba � I Y JEM1Na ' .i I I I1 I now Oft Floor: 3/4'Piywoocl over 15I& dylewlo� I �-- EXTERIOR WALL( Main volume): exposed 2x6 Framing !korl Of I Rolled Roofing over I st Felt q Random Width tx 5pruce nld over Premier Panel^.Zia (Jones Lumber ag Grade) I Board On Board over -r __ ? 1 Fin. Flooring Over 3/4' T.6 GDx Plywood over 50- Felt Over Panel Walls I VIKING j I -Joists W/ R- 1 9 best Instil. KITCHEN I Ceiling below to be panted drywall ova, MAIN LEVEL I I RC Sound channel over Joists. Txyr, -1Oo'-0 III!�II II� I 5/0' GDx Plywood oyer 12- nom. I Joists Casement Stick Prame Walls: I Rusty corrugated Metal Skirt i Ext. Sheathing over 1/2'055 to 12' below grade over Fnd Insul. ----' Option 2: Tar .6ravel Roof Topping r over 2x6 Studs a 24'04 to T.O. Footing f (Treated Sill Plate*. SIC Seal) R-1 9 Batt Insult. Palmed oryWell Int. -W, ya"ral=te'4 Reinforced Concrete Fnd Wall BASEMENTN I over 6 mil Vapor Barrier I OTE: Stud wall is set in 1 /2' from F. 0. Como. Waterproof ext.. provide drainage 1 for sheathing to flush out w/ Panel spalls above structures per Soils Engineer Flans n 'rrgtdmem.emni IMFMENTLEVEL 7.0.5LA6 TIO. SLA& -q0'-4 '- 2x4 Furred Wall ' W/ R-1 1 Batt haul. NafF'• NEEV R-11 TOTAL d 8Aru4msHC WALLS 4' Reinforced slab on grade per 5truct. Eng. '--- " AssuME F -,pa axT.1 R-11 u+ar[ ""Ill s s EAST/IWE5T 5EOTION A over 6 mil va or barrier p 0 Provide 2- rigid instil. below slab I, 48r fhn,nat A Provide Underd-aln system per 50115 Eng. SGAL.E = 1/4"- 1'-O(GUT SQUARE TO MAIN ROOF) Option t: continuous PIy Membrane Roof over 5/0' GDx Plywood oyer 12- nom. I Joists • 24' oz. w/ K-3& Batt Insulatlon. Gelling -painted 5/5'Drywall = — Need 6-5 miry— l— Option 2: Tar .6ravel Roof Topping I Provide Ventilation o Soffits I x6 sq edge soffit (i /a' 6aps) I over cont screen 1/4':12 �i "ernes:9l) T.O.WALLPLATE t OD' -O I en Rusty corrugated Metal Fence Well i mounted t0 hOrIL 2x4'5 a 24' O.C. Which are mounted On Vert 4x4 post*. Provide — HALL Flashing Gap E top of Fence(Field verify Details) EAT.i— - (99'•95/[ a ENTRY SEG DaTAIL to/a•5� Reinforced GOmcrete Fnd. Wall Waterproof ext. and provide drainage structures Per Soils Erglnaer i 4- Reinforced slab On grade per 5truct. Eng. _ 1 over 6 mil vac— barrier — I Provide 2* rigid Insul. below s;ab ( MECH. ROOM Prov!de Urderdrain system per Soils Eng. -f BASEMENT LEVEL - T.O. SLA&-qO'-4 - -- 4:12 NOTE SECTION IS GUT S"MEO TO 4: 12 ROOF I BASEMENT B EAST/WEST 5EOTION IV *GALE 1 /4"- 1'-O (CUT 501JARE TO ENTRv ROOF) 1-1 N NORTH ELEVATION SGV.E . IT 1'-0 U sc� - ve-. r -o `/ SCaLE. vs. 1'-O TRV E_.. - aLEVATI ON �, .. ..SKiW 80 ELEiIATypN LJ sc4te . ve'. T -o NOTE', DASEM2NT REaO TO 6E >',"A BELoW NATURAL GRADE PERIMETE.E AREA a 1214 PT% 6ELow NATURAL Sill AREA = (o44 F12 G/IZ14 % 557. BELOW NATUICAL 49APE AN AVOW 11$ EL 15 peLFW FINISMCQ 69A06 THIS RE SUNS 1N *44,"S= &ELew FINAL LKAdt 1214 AI Beyer Design Inc. 410 N. Mll B-11 • Aspen, CO 81611 Phone 970.925.8339 - Fax 970.925.8392 All designs, ideas, amargements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written 1—fission. Wnttan deneraions shall take precedence over scaled dimensions and shall be venfyed at Ne job site. Any dimensional descrepancy shall be brought to the attention of the Architect prior to mmencement of work. KELEHER RE51I7ENOE UPPER EiULLWINKLE RD. W/J RANCH ASPEN, CO. LOT 3, DLOGK 2• FILING 3 1`41-1111 P.U.D. PITKIN COUNTY, COLORADO REVISIONS PROJECT NUMBER DRAWN BY: A.B. CHECKED BY: ISSUE DATE: 2/q/04 SHEET TITLE AND NUMBER SEGTION5 . ELE V A TION5 A-4 Trt`Oecki eg or 'R 2x Fr piny LIV IN6 ROOM I: jIIvIF i Il Refl I III !I. BASEMENT B EAST/WEST 5EOTION IV *GALE 1 /4"- 1'-O (CUT 501JARE TO ENTRv ROOF) 1-1 N NORTH ELEVATION SGV.E . IT 1'-0 U sc� - ve-. r -o `/ SCaLE. vs. 1'-O TRV E_.. - aLEVATI ON �, .. ..SKiW 80 ELEiIATypN LJ sc4te . ve'. T -o NOTE', DASEM2NT REaO TO 6E >',"A BELoW NATURAL GRADE PERIMETE.E AREA a 1214 PT% 6ELow NATURAL Sill AREA = (o44 F12 G/IZ14 % 557. BELOW NATUICAL 49APE AN AVOW 11$ EL 15 peLFW FINISMCQ 69A06 THIS RE SUNS 1N *44,"S= &ELew FINAL LKAdt 1214 AI Beyer Design Inc. 410 N. Mll B-11 • Aspen, CO 81611 Phone 970.925.8339 - Fax 970.925.8392 All designs, ideas, amargements and plans indicated by these drawings and specifications are the property and copyright of the Architect and shall neither be used on any other work nor be used by any other person for any use whatsoever without written 1—fission. Wnttan deneraions shall take precedence over scaled dimensions and shall be venfyed at Ne job site. Any dimensional descrepancy shall be brought to the attention of the Architect prior to mmencement of work. KELEHER RE51I7ENOE UPPER EiULLWINKLE RD. W/J RANCH ASPEN, CO. LOT 3, DLOGK 2• FILING 3 1`41-1111 P.U.D. PITKIN COUNTY, COLORADO REVISIONS PROJECT NUMBER DRAWN BY: A.B. CHECKED BY: ISSUE DATE: 2/q/04 SHEET TITLE AND NUMBER SEGTION5 . ELE V A TION5 A-4