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Home My WebLink AboutDRB040604Project Name: AFFA AND WINTERS RESIDENCE Project Description: ADDITIONS TO EAST AND WEST UNITS Participants: DRB Number: DR6040604 OWNER AFFA, ROGER B. & MARYLYN H. 11/22/2004 PO BOX 2041 EDWARDS CO 81632 APPLICANT JOHN M. PERKINS 11/22/2004 Phone: 949-9322 PO BOX 2007 AVON CO 81620 Project Address: 4094 LUPINE DR VAIL Legal Description: Lot: 5A Block: Subdivision: BIGHORN SUB Parcel Number: 2101-122-1901-2 Comments: Location: 4094 LUPINE DRIVE Motion By: DORWARD Second By: DUNNING Vote: 4-0-0 Conditions: BOARD/STAFF ACTION Action: APPROVED Date of Approval: 04/20/2005 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0007051 Prior to submittal for a building permit, the applicant shall revise the landscape plan to include the following tree numbers and sizes: blue spruce: 4 trees a minimum of 8 feet in height, 2 trees a minimum of 10 feet in height, 4 trees at 12 to 15 feet in height; and quaking aspens: 15 trees a minimum of 2�/z inches in caliper, 16 trees a minimum of 3 inches in caliper. Cond: CON0007052 Prior to submittal for a building permit, the applicant shall revise the driveway designs to comply with the minimum landscape area requirements of the Two-Family zone district. Planner: Bill Gibson DRB Fee Paid: $300.00 ********+********++********++++******s******************+******************+*****+��*******+ TOWN OF VAIL, COLORADOCopy Reprinted on 02-19-2013 at 11:05:03 02/19/2013 Statement ******************************************************************************************** Statement Number: R040007172 Amount: $300.00 11/22/200403:20 PM Payment Method: Check Init: JS Notation: #3780/ROGER AFFA ----------------------------------------------------------------------------- Permit No: DRB040604 Type: DRB - Addition of GRFA Parcel No: 2101-122-1901-2 Site Address: 4094 LOPINE DR VAIL Location: 4094 LUPINE DRIVE Total Fees: $300.00 This Payment: $300.00 Total ALL Pmts: $300.00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- DR 00100003112200 Description Current Pmts ------------------------------ ------------ DESIGN REVIEW FEES 300.00 ----------------------------------------------------------------------------- 1 �la',� 16-05 10:3Tam From-TOWN OF VAIL COIAMIUNITY DEVELOPI�ENT ,.� �� i '��# �' _�.. U'epartment of Community Development Bu/Iding Saf�ty and Inspection Servr'ces 755outh Frontage Road �ail, Calorado 81657 97(1--47�2138 FAX 970-479 245Z www. vailgov.cnm 9i04792452 T-757 P.001/003 F-�51 , �� 1: �: ;r ,� * N. �St�.,y BUILDZNG SAF@TY AND INSPECTION SERVICES PLAN REVIEW CQ�!IM�NTS: TO: FAX/Email #: Contracto r/Appl i ca nt Sawatch Land Co Inc. Steve Croke vaiicrokes@aol.com NUMBER 0� PAGES: FROM: DATE: BU��,D�NG P�RMIT #: QWNERS NAME: SITE ADDRESS: OCCUPANCY GRQUP: TYPE OF CONSTRUCTION: NUMB�R 4F STORIES: BUXLbING AREA: Architect ]MP Architects proj# Affa 949.p629 3 Chris Gunion, �uilding Plans �xaminer 05/16J2Q05 B05-0084 Roger Affa 4�9�4 Lupine Drive A R-3/U V-B 2+basement addi�on The documents submitted for this proje�t have been re�iewed for compliance with the 2003 Intemational Building Code, 2003 Intemational Residential Code, 2Q03 Intemational Mechanital Code, 2003 Interna�onal Fuel Gas Code, 2003 Intemational Plumbing Code and 2002 Nativnal Elettrical Code as modified and adopted by the Town of Vail. The followinq cavmmenfs wi/I need tv be addressed prio� tv issuanae ofa bui/ding permif; For p�ocessing: • PJease submit two com�lete sets of revised construction documents containin4 the reauested information with all plan revision items clouded or otherwis� identifled. . Please respond in writinq td each comment bv markina the attached list or creating a response letter Indicate which plan sheet detail, spe�ifitation, pr calculation shows the requested information. Please send revisions to th attention of the lans examiner with the buildin permit applir.,�tion number nated. � • Please be sure to include on the resubmittal the en4ineer's ar architect's hn►et" stamo. sianature, repistration number and date on the cover page of any structur�l calculations, all structural details and stn-rctural shee�ts of the p[ans. For comrnercial or multi-farnily projects all sheets of the plans must be stamped. �a;;-16-05 10:37am From-TOWN OF VAII COI�IUNITY DEVELOPNENT 9T04i92452 T-i5i P.002/003 F-051 1 An asbesfios test and report is required for all remodel and addition projects per Town of Vail Ordinance. Architectural Comments: z Amend plans to show only the work proposed under this permit application for side A. A separate building permit application wiil be required for side B: 3 Amend site plan to clearly show setback from the garage/{iving area addition to the property line 2. between the duplex. Exterior walls af R-3/U�i occupancies are required to be one haur fire rESistive t/� ��''``� Construction when located less than 3` from propert ��line. Qverhangs may not extend closer than Z' �yu. to the properly line. Provide a UL or �ypsum assoaatron listang for the 1 h�ur wall assembly. (R302 � Open�ngs are not permitted in exterior walls of R-3/U�� oCCUpancies are not permitted less than 3' frorn properly lme. Revise plans (R302) �Provide pa�ty walt detail for n�w living room and upper level, Common walls adj�cent to property iine shal! consist �f (2) X hour wall assembli�s. Per the IRC section R30Z, "Location on Lot" pravisions. Provide a UL or gypsum association listing for the 1 hour wali assemblies. The wall assembly shalf a4so have a minimum STC rating of 50. �6 Specify a rated 20 minute door between garage and dwelling. (R309) � Amend plans to provide at least window or door approved for emergency escape for basement, bedroom �, bedroom (R310.1 Opening must compfy with �!I of : -Maximum fintshed sill height of not more than 44" above the floar -Shall have a rninimum net clear opening area of S.7 square feet l'he minimum net clear opening height dimension shall be 24" -The minimum ne� clear opening width dimension shall be 20" 8 Show crawl space ventilation. (R408) 9 Include guard details. Guards are required at unenclosed floor openings, landings, balconies or porches which are rnore�than 30" above grade or floor below. Specify minimum 36" height and openings that a 4" sphere cannot pass through. (R312) 10 Amend stairway design to comply with the follQwing: (R311,5) • -handrail on at least one side of stairway 34"-38" above nosing of treads -handrail ends to be returned to wall or terminate in newel posts -handgrip porrtion of handrails shall be 1 1/4"-Z" in cross sectional dimension Jhandrails to be continuous between landings (can be interrupted by a newel post at a tiarn) -for windirtg stair treads 7,8,9 detail requirements in R3�1.5.8 and IBC��f�, ' 1 Coordinate floor plan at the east side master bedroom wafl. Floor plans show a window at �1te firepface location. This window does not appear on the elevation plans. /�/U� �'ii(Il �� / � �r 12 Spetify type of fireplace to be installed in the living room. CI G'� �� << �_p�� p�,� �,l�j, �� w13 Label secCion 2/A6 as referenced from sheet A2, Clarify use of this space on sheet Ai floor plan. �� f��t„� �'(� r w the e�h�nical room and all proposed mechanical equipment. �26 . 1/ _ . �%�i � VI� f ,�la:; 16-05 10:37am From-TOWN OF UAIL COI�IUNITY DEVELOPNENT 17 Include (Z) copies of the soils report for this project, 9i04792452 T-75T P.003/003 F-051 Please reFer t,p the cover sheet for information on resubmit#ing plans. In order to avoid delays in issuance of a permit, please check afl requested information is induded with the resubmitted plans. Please submit revised plans as a complete seL ParEia) plan resubmittals wi11 not be reviewed. Chris Gunion Z.C.C. Plans Examiner Town of Vail Building Safety and Inspection Services 970.479.2369 cgunion@vailgov.com F:lcdevlC_H_RI�ERMIT.COMMENT51B05-0084. DOC June 9, 2005 Mr. Chris Gunion Building Pians Examiner Department of Community Development 75 South Frontage Road Vail, CO 81657 Re: Roger Affa 4094 Lupine Drive A Building Permit #: B05-0084 Dear Chris, John M. Perkins, AIA 0047 E. Beaver Creek Blvd. Christie Lodge Resort, Suite C-16 P.O. Box 2007 Avon, Colorado 81620 970.949.9322 fax 970.949.0629 �� °'"'� ,� "`< a :� �Y t s s ,�` : •i This letter is in response to the review of the aforemer�tioned documents submitted for issuance of a building permit. 1. Report provided by Mr. Affa 2. So noted, Mr. Winter, owner of the "side B" we�t half fully understands the he and/or his general contractor must apply for their own separate permit and is in process of doing so. 3. Property line noted with dimensions for requirecl one hour wall and overhang soffit assemblies. 4. Window openings either eliminated or relocatecJ to be out of the 3' from the property line zone. 5. New party wall construction to be determined upon observation of existing conditions. Side B party wall is not planned to be altered. Side A new construction detail to be submitted for approval to conform with IRC R302 and have STC rating of 50. 6. So noted at garage level plan. 7. So noted with all sleeping rooms and baseme��t to comply with R310.1. Mr. Affa is working with Spencer Butts of Sierr�, Pacific widows for conformance. Page Two June 9, 2005 Chris Gunion 8. So noted on lower level plan. 9. All guard walls at stairs, stair balconies and open areas around stairs to comply with R312. Exterior guard rails at projected decks above garage to have open rails compliant with R312 and so noted on the building elevation. 10. Hand rails shown on all stair plans to be compliant with R311.5. Winder stair treads revised and be numbered to be coi>>pliant with R311.5.8. 11. So revised. 12. Living room fireplace to be an "Exclaim 42° ga�� device by "HeatNGlo". 13. Space in question further clarified to be a portion of new media room with wine storage area below stairs. 14. Mechanical equipment shown in north end of new east garage bay with direct vent boiler and side arm domestic water i�eater. 15. Soils test available and attached if not directly ��_abmitted. Don't hesitate to call if there are any questions or concerns. r APF2-28'-0°S THU 09:31 FRS. GEO i�C'H 0 !'RS Ceo;och, Inc. 14A1 w.i46th Ave., Suite 14 Denver,�'CO 84'111-2338 April 2E�, 2QOS Mr. Stephen Croke Sawatch iLand �`o . , Itic . P.O. Bo� 1298 Edwarc�s, CO 81632- 303 477 2560 P 01 II Fh�ne: 303!477-255� , 8001386-313f FAX: 303/477-258( ! e�-mail: frsgeoLix.netcom.cor '' �e: Lab �Nur.�ber 1Q8339 f�roject: Affa lte�idence, 4094 Lupine vr., Vail, Colorada Dear Mr.�' Stephen Croke: Tr�e bu1k� samples submitted to FkS Ge4JC4'C:P, �:nc, have been analyzed by palarizecl iight mi,'croscopy (PLMj , the EPA-reco�uner�ded method fo�� determination of fibx�o�.:, constituints in building materials. 'I'he percent of �sbestos contained in the �cam�a�ea iis a visual estimat.ior. :�asee3 upat� comparisoris wi�.h publishe�3 ;:iiart�. 'I'11e resu!Its ot Lt�ese analyses �.re sumrnarized in thE� enclosed table. This repc�rt relates only to the items received and test�d by our labcratory. Accord�rig to requirem�r.ts set by the National Tnsti[u�e of Standards and Technol�gyiNVLAF�, t};is repprG rnust n�t be �i;�ed to claim �radvrsemerrC. by NVLAP or any ag�ncy of tFe i;5 Gvver�mesit. Also, NVLAP guidelines apecify that C'r.is report should nnr_ be re�roduc�d, exce�t ir: �,�1,, without trie wrz.ttcn approval of FRS. A copy of yaur Cha:n �f C'us::ody :s a��ached fqc y��ur �orivenience. This report is cvnsi�ered hiyh?y c�nfic�ential. Results will not be di�cussed with any person n{�t associateci with you. P:�ease call i£ you have any quesc-ions about this work. Sincerely, David A. Schroecier, Ph.U. Data Con�roller Enciosures NVLAP Acy;sedited Lab #102Q78-p AI%i� AcC�edited Lab #:U155'/ APR-28-6� THU 69:3? FRS,GEDTECH �I FRS (iE�CR, INC. '!4�1 W;• 46th Avenue, Suite 14 Uenver!, CO 8Q211-2338 383 47T 2580 P 021 :,i . :u : � �.; ' • - � f Y N' � ' «1 ' / / . Client; 8awatch Land Co., Inc. Yrojec� 1u:�ffa R�sid�ace, 4091� Luyin� Dr., Vsii, Coloraao � B�rC�at Sample �amnle�Number Asbe�tor Late Des,�.riot:io❑ k Phone: 3031477-25�9 800/386-313� Fax: 303/477-258� Lab No.:108334 Page: 1 of 2 �I �_; --- _ —�!D_•-* - _ 1_ __1__ ,�?rYti!?�1 . --- -- - ; i -_.:�*_.* _�1�_�_L�'�hite paintl_ -- - -- ---- -- �'?n'.. -- -_L..__l.�l��ii�te_tex_L�L_..-- —� � _�_•-"_ _..._.�__L__.._.i�S�Y drvwall__p�ePr.. a.nd_ �rhite c3�Ybi�iy' 2" ' ___ ND* * __1 _1----- Dr. vwal l , ___- i Jlnslyaed(percents determinpd by visual es�imatior�) Sample I�umber : 1'--__. 1._. L?�_1-------- �--. rB l Z f C l 2* � — — L�,jrer Perceat : 1 fl 0 1 Asbestos';Minerals: Amos i t e � _____._ _--- -- --- -. AnthophyRlite --_ Chrysotiite `---, _ .__ � �- Crocido2'�te __._._._ - ------ ---- — '"rem�litle-Actinolite 2 9� la0 llssasTOS __Nn*• _ .�.*._.*_.____ ___I`�R_*__-- --��* --- �**_ Other Fiprous Ma*er�iai5: F'ibrous Glass Trace <1� Trace <1� :race <1$ Cellulos� Trace _�l�s .Y `� rrace <1� Tr�ce <1$ T��r�_� Syntheti�s ___ ,_�__ __ � Trace <1� Utr�er : -- , __. ._ . ----- �� Trace_<1� Nonfibr.p�s Material �99._! ___.�QQ.... . 99..._� 99 _____Q� *!'ompo�ite analysis (multil�yered sample, s�e individual layer arialyses). '* ND m��ns None Detected. A J i na .yst . Date: Q�[��Q; Ti�err�ence A. Okum1�ra -�._._ -- _ � _. - — APR-28-05 THU 09:32 FRS.G�u'TEL'H ��$ GEOT�CH, INC. 1441 Wi. 45th Avenue, SuiCe 14 Denver�, CO $021I-233f3 303 477 258� P @�i 'I� Ph�ne: 3031477-25�9 'a S00/386-313: �I Fax: 303/477-258� II� , BaSIII.TB,�..��7'.,x �gwe�aTAg,, a*'r�2.�.�LY3S$ 8Y I DA'.,��Dt��D t.X� irRnBCApY__j4�� $}�►Y_6�A/R�oal� Clientk 8aaatch Laad Co., Inc. Lab No.:108339 Pro7ec� ID:]lffa R�sidence, 409� Lu�+i�� Ar., Vail, Color�r90 �age: 2 of 2 � ?�tC�nt 5ample samr�le' er ��stos Uate Descziptir�r► %: 1Al �D**_�___i�.( I Inseoarabl�whit� Pain�,, white plast:.c -- ' �at�ial.anri.�h,�.�_texturei. _------ — - 2 i�l� NL�x�' .._�__ i___.i�� texture� __--- — - � 2 LC7 _.; __ __ . t,in•*, __ ,r _�__ �}��yrn and ar�y drywall cardboard an� white � �y5�al l l ------- - — — - llnnlysea�;(percents detPrmined b� visual estfmation) Sample Nt�mber: 2"(Al .___ ?. fAl _ z--..tC) L+iyer Dercent : 3 1 96 Asbestos"Minera2s: Itmosite Anthophy;ll i te _ _ _.- -__ __---_- ------- Chrysoliie _� � "rocidol�te ----._.__ ___�. _ _ � -- _ _._ . .---- -_ . _ _- _.--_ _ ---- -- '1•�•emolit�-I�ctinolitc T07�AL A38E9T08 �� * * D�* �! _--- ND• � Other Fi}�rous M2terials: Fibrous �lr�ss �-___- _ __ ---- --- —_ _-- - -_ _ ¢ �__ <.�1.$ '�'�?S�. <.Z� ?'race <1$ Synthe*_i s Trace <Y� �;�ac,g <1� �rac� <1� Ce lutos' Other: ! ?._.� __ 2_. --- ' Nnn-asbesC. � v — ! trem.{actin. Nonfibro�}s Material __ 9? ___ �� __ g9 --.' '` Composjite analysis {multi.layered sample, see individual layer analysesj ** ND meajns None Detecteci. � Analyst; DaTe: 04/28/0� --- .�_ . __ _..—__��___ I'�rrence A. Okumura � i �.� . . . � , .� __�_ ____. � ,--�.. .p..m,�,,.n,..__.___,.......,...�._--�.-.-,,.�-.,�.,r.._. __. . ' . w .< .. ., _. .. . _ . .. .�, �, _ .,� � __.__,_,.,,,,�.. ,� :-��-._._._,_�__ y . ,._... + � � ��.�� .�w.... -._. . .. , a�ia,r�-.k+t.o r .��... . . w. .m:,.,.� ..��.,zsr,,�;�; I wMV+a�a�a,�,w�„�,. . ��LI�P ��: Engineering, Inc. CIVIL/GGOTGCIINICAL �;.r •�: F r �"'� �l: �'_� �. SOIL AND TOUNDATION INVES 1'IGATION 1+UR P1tOPOSED ADDI1'ION/REMOD�L LOT 5, BIGIIORN S UBDIVISION 4094 LUPINE DRIVE TOWN OF VAIL EAGLE COUNTY, COI�ORADO PKOJECT NO. 04ll9 SEPTEMBER 10, 2004 �I ��F� ,+jy,�yi�,'s a .,, ,a `�, .sr, E,:o + �1 i.; y e � `' S p �f. • ., 9� �, � �! y. � ^�7a�^ d."3.hL� �i��. ��.� / .r?--c , �,� �� o� � � ;`�� pe f r� � .k ��,. , ... , . t `�. � .... PREPARED FOR: MK. ROGER AFrA Y.O. BOX 2041 EDWARDS, CO 81G32 I TAI3LE OF CONT�NTS 1 LXECUTNE SIJMMARY . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SCOPE OF STUDY .......................:................................... 2 SITE DESCRIPTION .....................:................................... 2 PROPOSED CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 FIELD INVESTIGATION ..................:................................... 3 SUBSURFACE SOIL AND GROLJNDWATER CONDITION . . . . . . . . . . . . . . . . . . . . . . . . . 3 FOIJNDATION RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 SLAB CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 RETAINING WALLS ......................................................... 5 UNDERDRAIN SYSTEM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 SITE GRADING AND DRAINAGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 LAWN IltRIGATION ......................................................... 6 LIMITATION ............................................................... 7 FIGURES LOCATION SKETCH . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .DRAWING NO. 1 SUBSURFACE EXPLORATION LOGS . . . . . . . . . . . . . . . . . . . . . . . . . . .FIGURE NO's 1-2 GRAIN SIZE DISTRIBUTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FIGURE NO. 3 PERIMETER DRAIN . . . . . . . . . . . . . . . . . . . . . . : . .. . . . . . . . . . . . . . . . . FIGURE NO. 4 LKP Engineering, Inc. � _._ _ - - - -- --_ _ -- -- — _ __ - --- .�. _ �.��...._..�,-_ . . . �.�........�._j_..,... ......_...W... _.. _ . :..._�__..__ � ��`..�.� _.. , . -...:_.. _ _ .. - � EXECUTIVE SUMMARY The proposed addition/remodel should be supported with conventional type spread f ootings, designed for an allowable soil bearing pressure of 2500 psf. They should construct the footings on the undisturbed sandy gravel, below any fill or topsoil. See Foundation Recommendations. SCOPE OF STUDY This report presents the results of a subsurface Soil and Foundation Investigation for a pro�osed addition/remodel to be constructed on Lot 5, Bighorn Subdivision, at 4094 Lupine Drive in east Vail, Eagle County, Colorado. The purpose of the subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soil and to provide recommendations for the foundation design, grading, and drainage. SITE DESCRIPTION Lot 5 is at 4094 Lupine Drive at the intersection of Lupine Drive with Bighorn Road and opposite from the intersection with Columbine Drive in East Vail, Eagle County, Colorado. There is an existing duplex on the property. The proposec� addition is to be located on the north LKP Engineering, Inc. _ _._. . -- _ - __ --�- - __ _ _— - — � � • �� and east sides of the existing east side of the duplex. Lot 5 has moderate topography. Vegetation on the lot consisted of grass and pine trees. Drainage is to the west and southwest. PROPOSED CONSTRUCTION We have assumed that the proposed addition/remodel will consist of two stories, wood frame construction, on a concrete foundation. We anticipate loads to be light, typical of residential construction. 3 If the finalized plans differ significantly from the above understanding, they should notify us to reevaluate the recommendations of this report. FIELD INVESTIGATION The field investigation conducted on August 27, 2004, consisted of excavating, logging and sampling one test pit. Excavation of the test pit was done with a Gehl GE602 trackhoe. The test pits' location is shown on Drawing No. 1. We show the soil profile of the test pit on the Subsurface Exploration Logs, Figure No. 1. Soil samples for laboratory soi] �nalysis and observation were taken at selected intervals. SUBSURFACE SOIL AND GROUNDWATER CONDITION ' The soil profile encountered in the test pit consisted of one foot of topsoil over 2 feet of light brown, gravelly sand over 5 feet of light brown, sandy gravel with cobbles and boulders. Ground water was not encountered in either test pit. �� We sampled the soil in the test pit at random in�ervals. The soil samples were tested in our laboratory for grain size distribution and natural moisture content. The test results are shown on Figure No. 2. ,R�� rr. ii a 4 I+OUI�IDATION R�COMMENDATIONS The proposed addition/remodel should be supported with conventional type spread footings, designed for a maximum allowable soil bearing pressure of 2500 ps£ Tl1e footings should be constructed on the undisturbed sandy gravel with cobbles and boulders, below any fill, topsoil. Ground water was not encountered. We recommend minimum width of 16 inches for the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be reinforced top and Uottom to span an unsupported length of at least 10 feet. We recommend a minimum of 48 inches of backfill cover for frost protection of the footing subsoils. The founrlation excavation shoacld be observed by the ttndersignecl engineer to verify that the soil conditions encountered during constrirctiorl are as anticipated in tl�is report. The foundation excavation should be free from excavation spoils, frost, organics and standing water. We recommend proof-rolling of the foundation excavation. Soft spots detecteci during the proof-rolling, should be removed by overexcavation. Any overexcavation within the proposed foundation, should be backfilled, in 8 inches loose level lifts and compacted to 100% of the maximum dry density and within 2 percent of the optimum moisture content as determined in a laboratory from a Standard Proctor test (ASTM D-698). A structural fill, placed under footings should be tested by the engineer or her representatives on regular basis. SLAB CONSTRUCTION The natural on-site soils, exclusive of topsoil and organics, are suitable to support lightly loaded slab-on-grade constnlction. The subgrade for the slab-on-grade construction should be proof compacted to detect and remove soft spots. They should backfill overexcavated soft spots and other underslab fill with the on-site soil, free f4rom topsoil and organics, or other suitable material, compacted to a minimum of 95 percent of the maximum standard Proctor density (ASTM D-698}. Suitable material should be free from topsoil, organics and rock fragments __.w- ____�-_�--� --,�--v--..�.:�..=�� ---� �: - ------- __.�__ .. _ _�.�__.._,_....� - - � 5 greater than 3 inches. The concrete slab should be constructed over a 4-inch layer of clean gravel consisting of - 3/4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the No. 200 sieve. They should reinforce the concrete slab-on-grade and score control joints according to the American Concrete Institute requirements and per the recommendations of the designer to reduce damage due to shrinkage. The concrete slab sholild be separated from the foundation walls and columns with expansion joints to allow for independent movement without causing damage. RETAINING VVALLS Foundation walls retaining earth and retaining structures that are laterally supported should be designed to resist an equivalent fluid density of 60 pcf for an "at-rest" condition. Laterally unrestrained structures, retaining the on-site earth, should be designed to resist an equivalent fluid densi�y of 40 pcf for the "active" case. The above design recommendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained backiill should be incorporated in the design. They should try to prevent the buildup of hydrostatic pressure behind the retaining wall. UNDERDRAIN SYSTEM To reduce the ri�k of surface water infiltrating the foundation subsoil, we recommend installation of a foundation perimeter drain (see Figure No. 3). The foundation perimeter drain should consist of a 4-inch diameter, perforated pipe, sloped to a suitable gravity outlet, or to a sump pump location, at a 1/4 inch per foot for flexible or at a 1/8 of an inch for rigid pipe. 'I'he � � C� drain pipe should be covered with a minimum of 6 inches of -3/4-inch free-draining granular material. Geotextile (Mirafi 140N or equivalent) should be used to cover the free-draining gravel to prevent siltation and clogging of the drain. The backfill above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure. SITE GRADING AND DRAINAGE Grading plan was not available for our review. The following recommendations are general. Exterior backfill should be compacted at or near the optimum moisture content to at least 95% of the maximum standard Proctor density under pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor density under landscaped areas. They should use mechanical methods of compaction. Do not puddle the foundation excavation. The site surrounding the building structure should slope away from the building in all directions. A minirnum of 12 inches in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. The top of the granular foundation backfill should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed building site should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the backfill. r � � LAWN IRRIGATION k f' � ` It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems next to the building. The installatidn of the sprinkler heads should insure that the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs. Lawn irrigation must be controlled. � BIGHORN ROAD -------------------------1 I I I I I I �°a, � �y PlT ,�7 I � �--98�--� � i � � EXISIING RESIDENCE I ( � � � � � ( � / ' / / / � / / � � / � / / / � / �,��. / i � i ! � / � �� a � �� i I I � /�� //�� I � \ � �� \ � �' �' � ' � � �� ;::,.. _. " crva./caarBC�riceL `:. LKP :: Engin eering, In c. tei (97 ) 28-9088 fax (90)8928�9089 � r------ I I I I I I I ,'� I "`�1 � q� � �� ^�y � � � � I � � � � � I LOCATION SKETCH LOT 3� BlCf1QRN SUBDINSIAN {094 LUPlNE DR11�E It7MN AF' VAIL EA(XE G101/NTY, CALQRADO ___ __ ---� ___ _. _.-- -- -- _ _ — - �. �._��.Wy__�..�<<.�._��.__��_.��.«,.��.�.__.:,�.�4_�__. -- � C�LU��1 �RIV� N�' 04119 N. T. S i I '_ � , DATE OBSERVED: August 27, 2004 Test Pit # 1 ELEVATION: S S Y A DEPTN M M DESCRlP710N OF MATERIAL FEET B p AND SAMPLE LOCA710N 0 L L E Topsoil Light brown, gravelly sand Lighf brown, sandy gravel with — cobbles and boulders — s ■ Bottom of Test Pit � 8 feef -- �o — �s — 2a LEGEND: ❑ — 2—Jnch O.D. Californla Llner Samp/e ■ — Bulk Sample DD — Nafural Dry Density (pcf) MC — Natura/ Molsture Content (%) —200 — Percent Passinq No. 200 Sieve LL — Uquld Limlt PI — Plasticity lndex GW — Ground water �� LABOARTORY TEST RESUL T5 MC= 2% —200= 5.9� No Ground Woter Encoun tered e REMARKS ■ vrrcirr.r wn• � �� 9( �' U.S STANDARD S/E1�E �pp�ryNC lN /NCN£S U.S STANDARD b7£y£ �yU,{/gp�S B 4 3 2 1v: r : Sample from: Pif � 1� g' HYA?A{/£7ER -- .. -. v v�� it !O LV Jp4Q 3Q ]p �pp �� 2� 1 � c 5� 100 50 10 5 1 0.5 � 0.1 0.05 O.OI 0.005 0.001 Cobb/es coarse � fine coorse Grave/ 51.5R' Sond medium flne Sond.• 42.6X Molsture Conient: Z.D� SIIt }�sondy gra►rol Silt o� Ciay Fines: 5.9R' � 10 20 30 : � � 40 � � c� 50 °c y � 1 S� ��' � I � ' �� a ' � rt 'i; �D 0 � 70 ,• , � .{ r �I✓ �--�++�....- . .-...-.,.,..__... .,.. _. . _....._ _".---+.-,...-_-.-.. a--.... .._:s+.a�.-'_.-:a , s..._.... � , �..�. •..f ` D. ,� � � . D .• '- � , � . . '. . : , p ,. . , .. ... D . �. � � : •. � � . � SLOPE AWA Y FROM BUILDING COVLrR BACKF7LL W17N ONE FOOT OF RELA AVE'L Y . . • � /MPERVIOUS SO/L ' .► D . . •• �, . ►' • .. D • - .`r: � .•J� � •r �� J : i : '.�r � - - - • a + —�e ►. Q . � .`�° •.r= - ::}..,_,. . S ' ► �i,_ :`4,:-:r •�••��'`ac � . . . .... -�! =' �y.'e' . D � � - ; ;:, _ ; �= s � -- '-' ' : O � . . T~' • � �• � t..: y�::'i _ .�! ! ♦ .'f:: w t'. . y.w � `r:' _ . a . , .�.: • 4 _ ��rF.�'�_r,�:':+ '�' ' .. . Q � � • .. • .. _ ,:�_� �;y:. .� j �j:;.;�' - GRANULAR� FILL � ��'��.'� �='°�L�� . � , . =�:.:.. Y �'. :, .j,! %• ♦ D O :. _c:.<�.;;..'.Y.., .,- :._ :. ;:.... ': _•%''� .. '.��:r_4'�.:i: ;o"�'�•;`.y'-e':?i. . � •� ^ �.' _ :.(.. ti.t.�:j.�-�. : :� ..r•/ / . ,+., •D' -,y= .i. 'y�.', _ \\ ' D. . , _':r'`,:^ �;�- _ ..r�:._ .�;.'/ . �. . '' :.►. . .:..... ' :�.•::0:.�::�ti:, r�j` FOOT/NG . . • � '••.• a'••�•'D�•q�' • �'� � a�.�:� ... ,. . �.. : � �. ��Q:��°�� //, D :. • � . . . •,�. , . .O • �. : '. � ; • \� .:. D . ` � i i i i/�.\1 /�O�j�\ - ..:: civu./cao�racarac�, LKP ;> Engin e ering, In c. F7L T�R FABR/C (M/RAf7 140N OR EQU/ �ALENT) COARSE GRA VEL, 3/4 /NCH D/AM. WI TH LESS THAN 5X FINES 4—/NCH DIAMETER PERFORA 7E'D PIPE SLOPED TO A SU/Ti4BLE OU7LET AT 1/4" PER FOOT FOR FLEX/BLE AND A T 1/8" PER FOOT FOR R/GlD P/PE PERIMETER DRAIN LOT 5� BICNQRN SUBOV NS7AN 4084 LUPlNE DRl4£ 04119 NTQ DATE,TIME FAX NO./NAME DURATION PAGE(S} RESULT MQDE TRANSMISSION VERIFICATION REPORT 01/17 14:20 4762637 0�: �2: 55 11 OK STANDARD ECM FACSIIVII�.� � � D�te: I � � �� To: � f G�. Fax #: ______� � 0 1Q From: /�%" � Project No. TIME : 01/1712605 14:23 NAME : JMP ARCHITECTS FAX : 9769490629 TEL : 9709499322 John M. �erkins, �AIA n��,s! I I'��,�•, � �„��1: P,I��! � �in•,li�� e�r��, ��i,ri�l.:u�il�,�. �(, I�.t::�. f?,ux 7Ur,,)! /��i,n, c �al�tfCu.iu Eil/ilt) q7(,1.9h9 5';?)'; f�,� '.�IU.�)q9,�)l�79 Pr�jeci Name;^ _ _ Transmitting ,,,��p�g�s inCluding cover sheet Messag�; - - -...._.. , . �� , ��►r�s�L ��J'� G-.- i � �.�,....�.�.�, N_ I � � { i I �!� i i � � � ;� �� ; �;� � i � i � i i � � i � i , , � � � � � I John M. Perkins, AIA r?i�.�;' I I�,��:�� ,�1 I�,I.�I FACSIMILE , �„�.,,�� ,,�,.� ��,..,�,� �,�,��,,, ,,, i�.c � �3<>x �u�» � /\von, Colc�iu�lo ii1620 / �'U949 9322 Date: /i �� O��.L Project No. E,�Y `��o.v�v.r��;:�'� To: /Q'/Q f L-�-+ Project Name: Fax #: -� O�� Transmitting ��'pages including cover sheet F rom: /gjQ L Message: � / � l /L._. If you do not receive ali page clearly, please call (970) 949-9322 URGENT Please call Hard copy to follow the mj mueller co., inc. 5 December Z005 Mr. Roger Affa PO Box 2041 Edwards, Colorado 81632 Subject: AFFA RESIDENCE Lot 5, Bighorn Subdivision 4U94 Lupine Unve Vail, Colorado Dear Roger: At the request of the Town of Vail Building Department, this office has been asked to confirm field coordination of the following item. (See structural plans and specifications dated 13 June 2005 and revised 16 August 2005 as prepared by this office). a) CANTILEVERED DECK JOISTS The cantilevered deck over the garage door (Sheet S3 of 4) is shown with 2x8 @ 12" on center for a drip-through deck condition. During construction it was decided to upgrade to a sloping membrane condition. The tapered LVL 1 3/o x 9 1/2 @ 16" on center, notched 1%2" at the threshold, and sloping to 7" at the tails, was designed to support the design loads in the structural specifications. If you have any questions regarding this report or the balance of the project, please contact this office at the phone number shown below. � INC. cc: Mr. John Perkins-JMP ARCHITECTS, INC. Mr. Stephen Croke-General Contractor civil architectural �nd structural engineering • p.o. box 2747 vail, colorado 81658 476-2627 476-2637 (FAX) ,. _ ,.� _ ..... .. ,. . ,_ ,. „ , ,. .., W . , Greg Denckla - Re: 605-0084 Affa Page 1 From: Bill Gibson To: Greg Denckla Date: 11/30/2005 9:06:24 AM Subject: Re: B05-0084 Affa They can proceed with a framing inspection "at their own risk". The proposed change to approved plans for a new loft has been denied by Planning (joint owner approval is required). Unfortunately the contractor and owner have already constructed the loft without planning or building approval. The contractor and owner are currently negotiating with the joint property owner (Tom W inters), and have agreed to remove the loft if Mr. Winters approval can not be obtained. The contractor and owner have also agreed that no inspections beyond framing will be requested until the loft issue has been resolved. »> Greg Denckla 11/30/2005 9:00:41 AM »> Have the necessary approvals been received it is now 11-30-05, these were to be received by 11-21-05? Framing inspection requested. Greg CC: Charlie Davis; Chris Gunion; George Ruther; JR Mondragon : ,� 11I21/2605 08:14f �, 9767488738 1W,�� George G. R�1tb��x �bae� of Pl�anniag Tawtt o�'V�ail ?5 Sau��h k`x4�t� Rd. Ya�l, �+0 81657 R.e; A�ffa Remodel ez2anine JI.,nft Pjan Revisioa 4 Lupi�ne Dz�. SAWATCH LAND C0. PAGE 01 _,,,^ .. ... . � . .. �'� � � �� . . ��, �� py. � . � �'o�ember �$aaoo� ' . � lv�x. ther: � � Pe� your est, w� hereby s�tate tihat we wi�l [�ot �clude th� pzvpa9eCi loft Speee i31 o c ' rear�ode� ' out the �ress wntte� consent of fihe dup]eac �eaghbox. Should th�t co�ent l�e� withhel we wii� el��tiur�ate ehe go square foot loft ��nu the des�gn eQd agree nat ko use tl�e sp�ce at anp ti�e in the fu►tuze. ' Also, �nna agree to no� �equest auy add�itional iaspection9 on the bui�di�g pea�lit �ollowi�g th�e [ramat.�g �r�.s�e�ction,until thxs issue is resalved. Si.�cere , �� Roges Ai�a, awuer ' �: �I I i I i @5;'�3�`2E�J5 15:3� 97E�9�E��?C��+�+ u<P EN�aIr�EERIP•u�, iNG PaGE 01 LKP Engineering, Inc. cNt[,Klccal�c�rvtc q1. �°own of vai� 1une29.2005 '�� Mr. Ro�e� AtfA P,o. Box 2Qa.t Edw�rds, CO 81632 Aear Mr. Affa; � � v�`� ��s � RE: Opcn Hole �bservation Lot 5, Bighoz� Subdivisxoz► 4094 Lapi�e Dri�,�e Tawn of Vail Eagle Cotuxty, Colora�o .Prvj cct 1Vo. (M 1 ] 9 At VOlix' ['C(jblNgt, tv��ice on Jur�c 2?, OS ancl t�day, Juzic 29, 2005, we vis�ted tk�e corzstruction site on L,�c S, Bl�}lOTI1 SU�f4�1V�S1p12, 4094 Lupi�t Drive, Tc�wn of Vauil, Eagle Coutyty, Colorado, Thc purX+osc c�four site visita wes ta abserve the soi.I exposed in the �aundation excavat�on atac3 cotmpare it o�A�t� the fndir�s and recommendations of the Soi1 arad Fown.dation Investigation far the prnpesed acdition, unde� t1-�� same project numbex, dated S�ptemba 14, 2004, Patt of. tlle excavation far the {�roposad additson way locatad an the east sid� oftb,e exieting residcz�co and ch� od1e; �art ��as an the ncsrtk� eide af the residence, near. the noz�t�east cor�er. ihe exoavation consieted of perirr.eter trcncFAes on the nartta sicie of the exisiing residence and a bmch wxth one trench for an isofated footin� p�d �+�i the east side. The deptlt ofth.e trenches was about 4 feet below tr�e cxistrng �adc. The soi� crcposed in t�e faundatzon eaKCavatioa� was consiste.t�t w�ith the findir�gs and reci�mmendaiions of the �bove-natned soiD's xeport. It conaistect, of sandy gra�•el. The roil �rposed tn the foaendrxtion P.xectvatron is suicabde for the recommended bearing c�up�citv ojZn�Q psf. The b�ttom o.f cJie axcavatzon shouId be cleancd of conshvc�ion deb:-is �d Ic�ose soii prior to tbe cc,ncrete �l�cemcnt. Sa.� spots vcrere not repo�ted. We recocrsrnend co�apiiance �vxtr_ the findin� and rec��runcndats�na of the above-named sozl's re�ott, specifieally w,ittY the sectio�,s an drair,�gc and �rading. This report has bCe:n prepared accc�rding to locally accepted prafessiona: Geotcchnical engi.neering sta.vdazds for similar methods of testzrzg and suil ccint3itions at this time. There is z�o other warranty either e!cpressed or implied. Si.z�cercly, LK.� �ngineening, lnc. � i �7 uiza pett•ovska, PE President I:iWP12�CJCf'10i 1 f 9CPEN.wpd A �� P- :� , j;��+Afifnl . � ��'� �,; � I �� i�r. °�_ c'�„ �J" ��IO ,,�Y�' v:l I 1 • 295�; �. :n ; /�. �" �; ''P'�Y y,s�'V f, 1`�i r.�;�r. �� ., %�'/�^r�,q� ;p � s+ . .' �;i 4dq:�,... . ' �,0. Box 283'l, Edwu�ds, CO 81632, (970) 926-9088 Tel, (970} 926•9089 kax