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Home My WebLink AboutB08-0198 E08-01931110TE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� ��va�.' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #: B08-0198 Job Address: 1545 MATTERHORN CR VAIL Location......: Hobbit Hill Phase I Units 4,5,6,7; addre Parcel No....: 210312324001 OWNER NANCY H. SOUTHARD REVOCABLE 06/10/2008 NANCY H. SOUTHARD TRUSTEE 4120 DRESDEN DR WINSTON-SALEM NC 27104 APPLICANT TL CONSTRUCTION LLC O6/10/2008 Phone: (303) 403-0176 6951 UPHAM STREET ARVADA COLORADO 80003 License: 949-B CONTRACTOR TL CONSTRUCTION LLC 06/10/2008 Phone: (303) 403-0176 6951 UPHAM STREET ARVADA COLORADO 80003 License: 949-B Description: Providing stucco facade, new stone veneer and new garage and entry door, new metal roof to existing duplexes (2), extending existing deck of east duplex and providing new hot tub pad, adding new entry roof to right unit of east duplex Occupancy: Type Construction:IRC Project #: Status . . : Appiied . . : Issued . .. : Expires . ..: PRJ08-0070 ISSUED 06/10/2008 07/07/2008 01 /03/2009 t� �w� � � � � �u �� v V\w Valuation: $275,000.00 Total Sq Ft Added: 0 1rRf�ttfirtYiKiRfltR!#f4Y�y'YrY1'RRf'�4tr#iliFYf'Rf'f'f'�Ir4444fYfY�f�ftr4tr�t�#fRrtYrA1r1'1r4M4**4MiRfiRRtr FEE SUMMARY ••••••••••_•••••,••,••,•••"•••,•,•••,••••••••_•,••••••••,••••,•_••••,•••»,••••• Building Permit Fee------> $1,973.75 Will Cal Fee-------------------> $4.00 Totai Calculated Fees------------> $8,560.69 Plan Check----------------> $1,282.94 Use Tax Fee-----------------> $5,300.00 Additional Fees----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES----------> 58,560.69 Investigation---------------> $0.00 Recreation Fee-----------------> $0.00 Payments------------------------> 58,560.69 Total Calculated Fees--------> $8,560.69 BALANCE DUE-----------------> 50.00 •�krrrwrwre:xww��,�+xw,rrwiww�.nw+��+xxwx��+��rrrtaxx�t+y�w�w�r,+xxv�w+++t�rrr+x++.s.ixr�xw,e�x+x�ww�x�xr+�r+trrtwex��is:�xx�,rwxxvwi�w:wxrttw+.�wx,ex��w�w�,r+�x�e��+��+��w,rxrxex��www,r�,rxwi DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. 1 agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. .� �,. 7 7 a �' Sign re wner or Contractor Date a�� L�,��.� Print Name bld_a It_construction_perm it_041908 YfY#ffRfft�*�f�fffffw4i�fflRxrtwf#i4RffffwY*f}�4xxRxw�*�ffRtxxtfXrt�ifR�t�xffw*Riflf�fw�wk�fw��tffR�R�fYYwt�#�f��RttY�iwi44xfRKk�Yii44��ftfYfFt*fR�RRfffffw*rtft4f/1fxRxf�lfYYiiAi�l�xR APPROVALS Permit #: B08-0198 as of 07-07-2008 Status: ISSUED •f YiikfAkRffrtt1f44*i*##4Y}y'Yr�t##1r1�ltMf4Y�tRAO#fANYfYt4iR##�f�f rt�Fkik�ki##A4�ff4rt�YYf ii#}##RlrftbrtRYifr#4fe4#f4hYrf iRf 4fi}ktfflrY'YYY44f`*k4Rff�iRrtYikf*}k1r V Nf'!fr+'iri#}#f}YfitRtfY�f Y(�litrRtRlRRftrfitf iFbT41�f fRRf Item: 05100 BUILDING DEPARTMENT 07/01/2008 cgunion Action: AP Item: 05400 PLANNING DEPARTMENT 06/11/2008 bgibson Action: AP plans routed to C2 Item: 05600 FIRE DEPARTMENT 06/16/2008 JJR Action: AP APPROVED PLANS RECEIVED 6/10/08. if4R�Rffffl'�fAtt!#**ft'flrlftrtffikfiRRR1'YiR4Yt41r4f4ff V tifrii4H��fffNxl'AO'R�lf4f#ftrt'�RRrtfYYYYr#/k4lRfitffYef#i�t+�lffrRRlRiFYiAR11#}f�R1YTY4J�1fRRRRftYiR'4'k1�/#Rf'k1RRfSYrfiFM1'!Rf'4Ntfi1r44�YYtffi#ffdit'A14 See the Conditions section of this Document for any that may apply. bld_alt_construction_perm it_041908 xR�Hrf#�wy�Yflf4tf1f4fRA44fif*Y*wlRffff*#fi�#i4#*Yffff#�*��t�f4fwwkYfA�R�i�#�rtrtfkt�ff#f�ifttlffrtRfRR#A#f�lY�wRtflfx�f�kfl4Nf*YftfifRkik44fYff*�f}#f}f��t**4f�f�}�4*rtkffRRR!}�t4fMftlr�} CONDITIONS OF APPROVAL Permit #: 608-0198 as of 07-07-2008 Status: ISSUED ........................................«.,....,,,....,.,.,,,...,,...,..,,...,....,.,.»,......,,........,,..,......,...................,.,,...,..,..,,..,....,,,.....,........,...... Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: CON0010132 1) PROVIDE ROOF VENTILATION PER IRC 2) SAFETY GLAZING REQUIRED WITHIN 5' OF HOT TUB bld_a It_construction�erm it_041908 B08-0198: Entries for Item:90 - BLDG-Final 08:25 01/25/2013 Action Comments By Date Unique_ Ke COND Units 4,5,6 &7 OK, pending Planning sign-off. JGG 10/10/2008 A000118 602 AP Final OK, conditions met with planning JGG 10/14/2008 A000118 division. 705 Total Rows: 2 Page 1 �******************************************r****�*�**+***�**********�*****+************�**** TOWN OF VAIL, COLORADO Statement ***********�***s**�s*�**********r**rr*****rr�r.*..************r*****��******�******r******** Statement Number: R080001092 Amount: $7,277.75 07/07/200809:21 AM Payment Method: Check Init: DDG Notation: Hobbit Hill Homeowners 1129 ----------------------------------------------------------------------------- Permit No: B08-0198 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2103-123-2400-1 Site Address: 1545 MATTERHORN CR VAIL Location: Hobbit Hill Phase I Units 4,5,6,7; addre Total Fees: $8,560.69 This Payment: $7,277.75 Total ALL Pmts: $8,560.69 Balance: $0.00 ******************�**********��********************************************************�*** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 1,973.75 UT 11000003106000 USE TAX 4% 5,300.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 - i� TOWN OF YAII, . 75 S. Frontage Rd. Vail, Colorado 81657 � APPLICATION WILL NOT BE ACCEPTED IF INCOMPt.ET o ec # SIGNED��$ ,�,� Building Permit #: - I�l �`i1Nf1 O'� �i8�� 970-4T9-2149 (i�P�'�i OF�1�� COPY �g°��°,° Seperate T L CONSTRUC110N LLC. Cs sre required for electHcal, plumbing, mechanical, etc.! CONTRACTOR INFORMATION Tawn of Vail Reg. No.: Cont�t Person and Phone #'s: r Todd Lepke 303�03-01T6/303-Z63-4141 cell COMPLETE VALUATIONS FOR �UILDING PERMIT L.abor � Ma�rials BUILDING: $ 270,�0.00 ELECTRiCAI: $ 5,000.00 OTHER: $ PLUMBING: $ MECHANICAL: $ TOTAL: � 2'15, p 00 •dU Parcel # at or visit 2'�03-1�3-24q4}-� 24a3-123-240A-a2 2103-123-2440-3 2103-123-2400-4 Job Name: HOBBIT HILL Job Address: 1546 MATTERHORN CIRCLE, VAIL, CO UNITS 6,7 � 3, �+ Legal Description Lo�t: Block: Filing: Subdivision: Hobbit Hill- Unplatted Ovmers Name: Hobbit Hiil Home Address: Contacfi Greg Fair, Phone: �e� � 7133 Waterford Ct. Niwot, CO 80503 303-652-0156 nc 1 Address: P.O. Box 4673, Avon, ��yincc�. ��un�n� ��a�n��n.�y �..... ' .............. . .... ....,.. „-_'+ • ---••� -- - ---- ' Detaileddescriptionofwork: R�1o�c,c dp.�,�cs, r.e�lacA I�cicon; es wr� 2,vE}-ry, �oo�'r S+�C:I-c.c�QS Exterior, Roofing, Stucco, Stone, Doors, �F �� Wo�lc Class: New ( ) Addition ( ) Remodel ( X ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior () Exterior ( X) Both () Does an EHU exist at this locafion: Yes () No () Type of Bldg.: Single-family ( ) Two-family ( X ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: 1(duplex) No. of Accommodation Units in this building: 2 of � of a Date Received: Received By: Gas Gas Logs ( ) Wood/Pellet ( ) Wood Gas Loqs ( ) Wood/Pellet ( ) Wooc a FOR OFFICE USE ONL http://www.vallgov.00m/docs/dl forms/buil�ng_permi�417-2007.DOC �7 JUN i o 2008 OF VA�t� . .` Ti�N'�I�VAd � ASBESTOS TESTING REQUIREMENTS L_- THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED. AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION FOR ALL REMODEL, ADDITION OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT. A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION • I have included the asbestos test and report with my building permit application applicant signature OR date • I certify my project will not disturb or remove more than 160 s.f. of building material. The construction plans submitted with my application clearly indicate this information. (This will be verified during plan review, and will delay your project if found to be inaccurate) �� e�,�� WGf�- OR • The building was constructed after October 12, 1988. The date of construction was original construction date applicant signature �� -�-y' � �� "`�� '� �"� '�r_ _ ,_ U .IC�� VAIL F:\cdev\FORMS\Permits\Building\building�ermit 4-17-2007.DOC Page 5 of 7 04/17/2007 ''. `� . Colum_bine Window Tinting F'a� Trsnam�ttal.Form Ta �-ro�►a ��. IVuOE: , Rboae nambtr �ax �umber: � �?� � 07a -bl '7 � O Ur�.t o �'or R�w o �lease Comrtc�tt O lk�ae Rcp�y Mes�6e: ��'' `� � �"`�`1 S� ♦ � ' � � �XO� Matt Swe1t130q . �hone: (720�10-24'70 �ax:(303)730-5951 Email: mattawauson aQ�mcast�net �d �' Z/' j 1• D,c� aaoe: � .I�� t■mber ot p�rges imclading caver page: � �� C (� (� �� 2M �� `r� �� QfP.� l J l i�e... �CQOi'T S�W 1 1 � � �� ,�pv �� Q�Y `i t„� �� 12.0-,� �.�M . �Q0.�R�- 1 '7��2� p,veS�onS . U ��k �� awrrww�we.nMaa GpiumOine windm P.O. 8ox 702 Mottison,CO EW phone:(720)S10-2 F��opc: (303)730-575 p,moii: mdtswuuc � �l �G/ l 09/15l2808 16:96 9726066835 , � A . . 0 � �.� ET1P� DIST �t�P�RT ET�.. TESTI(�G LABORA �T�ORlES, 1lV�. lNbUSTRtAL PARK CARTLANp� N6W YqqK 1�0�5 Order No. 35I09-C-1 Das�s .Tuly 23, 1989 . � � REY01tT D14. 4f�971i TESxS Q�i 3/16•bICA CLP1►B GLASS siITS CI,-�i00-XS$ SAPE77C FI7.M lIp�LIED TESt�D 'to ANSx Z99.I-�98a B,�E�D£REa TO 1�4/iDiCO. IIiC. L Intraduction a Tliis r�nort pres�ats th� s�e m�thoQs aad ze�ults of test� perfQCa�d oa, a Cype of Arch3tecxural G2az�ag lts�terxalc, maae �r eccor4attcd •wixh Che A�aer3aaa National 9tandard: SaEety Perfoxmance Bp�ciiicatlons �r0 Mathoda o� Tesc !or Tcanspar�ns.Sstety Glaaing Ma�eriale IIsed in Bu�,�,ding�; Aii9I L97.1- 1984� Sectioa 5.1. D�scriptioa of Test Samplas A safety fiIa� pro,duct aas lami.na¢ed ta 34 x 76 x 31I6-�,nch clear glass. 1'h� �atazr li�m vas appli�d �o oi�a �x��1.nr v�t=faee o� the gxess. The fiis� +►as desi�aated as CL-400-7L9R. Authozizatioa Purehase Otder No. 113462. rest t�ethods a:ld xe�ult� 5.1 �np�et T_ nst Pour specix�ns +►ere teaced •� subaiitted, except that anp maskin� ot pYOtective mater�.al ass r�moved priax tp trst. The samples w�re saparatnd �uad �liovad to re�e !oz at les�t four heuz� at teo�peratvres becsoeen 70• and $S°F to insure unilnra� temperature �hrough�t each speeimen as the ti�e o� kl,t. An tnd�pe�ant. (OP lifsTy OQd pAHOlfllaflOe. TM/ MrM► tt /IrMIrTlp R4U lfrew�vt b!! os tMt �CUENf to w�Ow tt �s �OOaess�e. +rs s�o«�s+enrea N w�+ea* ro 1he �aaoV�et .►a � 11RM@SEM��friigw�� GTtll af TNE tAM�1.RR !�� TO Ml C6M�9RN[N/IVffIt�4 O► tN� n11'i� ��AMMIATIOM� 4� aMMYE�� N�Oi. MO OIICtATqllt f�! J"'f �svo�� on une ae er��s w�n[ a raw.�na �.en. ns �zr�us�r rw*Me�ste �� Rr� n� w�nrwo, • ,, . _._ • �� { 1�' !�G'.� �7Vr� � , �,� �%� ��` ��' /� : r�� 1"� d�' �n� �� ` 0 � . . 89I15�2H88 15:06 9T26056Q35 6taporz Kq. ��697I1 S. � _ � �pp.rs�w� ETPRO DIST 2. TtcR apecimet� co be Cc'sted Ka� mounted nizh�n a lr�me coestsviceed xn aonere•�ee �rith Pit. t o� ths 8tandfrd, in a aercieal poslt;�r�n a�d �catal,aed .�ich the adg• o�,emp� p�r�rided. S.I.2 Pro�ed�=s 2he �epact obfecc (ibOC bag), con$trncted �� accvrdance aith l�i�. 2 0! the se�a��, aaa supported frva s� o�nrh�ad eappazt so ,1Qegtad tha� tha iapaetto� objcet �+hen ae rast vili. at iea a�uci�aa d3a�tlr, ba no morQ than tJ2-fneh �FOW Ch� ceuter are� pertioa a# Cl�e speai.aen. Each ij1RC�L1 ..ae atruak onee st the oentsr vxeh e�a smpacCitng ob�est, swiag� ia a pe�lum •rc fra� a d,rep h�eight of lz-inehea �t,ov eha hors- aeatal cantcz line of the spec�an. (T�u QrQp it��ght wAS ae�$yr,ed, fxom tbe 1�#itf�te eli4isRer ;�►) � o� cbe ��ctsng ob��ee te rh` ho��,aontal eenter ��ps eh� spsei�n,,) 'fhe i.mpacoing object vas at�bilised belore ze�ease. �h� ai�enc aubsicte� 4 test apee;Uaens �rith CL-40Q�XSA lilm tppli�d. cife�e �o,st7c�ccad ETL to ianpact 2 8�flcimaAS with the f4,lm eide out aad Z. spacimsaa aieh Che Rlaas s�dQ aut. Spki�n No. a 1 Giasa elde out Average Thicicness: 0.191-iach • Divasiona: 3b x 76-iaches Resuits: Braai�asa +�e t2•-inchss iapnct rresulted Y,n nuaisron8 cracks and ffssnre, but oo shear o� opeIIi.tig thfrOugh akiek a 3-iaah d�a�etex sph=re c�onld pa�s resulted. $pscia�ee� No,: 2 g�stic side Qut � ��exa�e Thickatass Q.I9Z-Sa�t� Dfoe�uiens: 34 x 76-inchas ��oult�= gr�aka�e at 12-ineh�,a isprct xesulaed in n�ervas crack4 and fissut�e; bue no Sheas er Qpet��g threugh Nhich a 3-atach diameter sphare c�wld pa�s ro�ulesd. Sq�e3ietr bio.: � Oxaas side au� Average ?hickaess: 9.I9I-tnch Dimenaians! 3�4 x 'l6-l.aehaa Results: 9s�tkage at 1,Z-leches imp4cC re�uleed ia nw+�zoua crecka u►d fxssure, but no sheax or opea�rg through vhich a 3-fnch diqaet�r 4phsre cuu�,d pasa �e�ulCed. Spec�en Ro.: 4�'I.s,sxic sid� out Aves�� T6ickaess: 0.191-111ch Dis�u�i,oe►6: 34 x 76-i�eches �eaults: BreaieaSe at 12-inchaa iu�aet eaiec:lted i�a au+e,aroua cracics aad lia�u=a, bat sto shear or opening thrwg}� t+hich a 3-faeh diamete� s�here coaid pass rasvited. ch¢ckea i�p: �P� :�'1�% ' ,�• w• ,, 09/15/2085 l6:06 9726068835 2 Et�'Rp IIIST � tteport Ro. 4697I1 �. 5.1.� ittta� ti�Qq af Re��ts The iiapact r.�sC shaxi be judged to heve be�t� 1�O�e�'actorily eompleted aay ae+e of che l�e��lowing saiety Crit�=3a shall b� meC by each ol` ehQ 1'ou� saepla� tastQd: . �. Whea br�slcage aecuso at �1�Z-�ches. 18-inches, ot �i8-it�ab�e. a crscks �.sd fiesuz�ee nay vcaur but ao �hear or opinias thsoy6h a 3-�ucb. diam�C�r a�hare e�eF be �reelp passed �ay davalop. 2. fihen disinte�r�si.oa oe�urs at lt-incK�e, 18-ie►altea, or 48--iRChe�, ebe t�n 1axg�st crack-free purticles obta�ed S mia�tae s�bsequent ca ��est sh�1.1 +reigh no mose than the �qttivalitnt Neight of IO square iachas af tl�� Otf��,riAl test speciaen. 3. Kben �r4akase c�cenrs �c ],2-inches, 18-�aeh.s, or 48-ln�hea, the stiffa�sa asd h�sdna�� ef tbe spec3aen sha11 be detetc�siaed. 4. The spec:L�ea �vsaia� 1ACk C�t'C�r one 48-�nch drpp Cest� though not nace��ar.t1� rema�ni.ag pithin tha Praa�e. Sa�ed oa �he r�aqltr prsseated aq pago 2, �h. epecinens sesred daaoa- strat�d thei,r ca�liaace to s.ctian 5.! of th� Sttudard. 0 bteport Hrepared aad Approved b': .�*- f � C. P. Robb , Mat►ager � Archit�ctara�/Autoa�vtive �I Olssiti� bx,vt�ioa Copiad bp: C,�C/�+el1S cb�e�c�a bY: L�,jQ,�,, . , �� . . ' '�1 w Q w � � � �'�� w/� � thsder 9uipervisio� vf : ��-C.C.�� Proi.ae�ox�ai Sng�a�*r Paul E. �ql,b B3/93 i ' ! ieid�& Graffiti-Free� Safety & Security Film _._.__.......-�-- ----.._...._.....-- �� .............. . �� Glass Protection . .- ------..._._..._------ . ........ . . .. � .... Commercial / Residentiai ------.._-�---......_......_.....___...._ ...... ................. ... � � La � � � Product Overview Project Name 5pec Type Notes �� NEWI N DOW FILMS Madico Security Window Films offer a virtual invisible shield of protection protection needed, and you can choose either a clear film, if you for home and business. These durabie window film helps hold glass in don't want the look of window film, or a shaded version if you are place upon impact, offering 24-hour/7-day window protection against looking for added solar protection. intruders, storms, vandalism, earthquakes, even explosive blasts.They are available in a variety of thickness sizes depending on the level of S pec if i cat i o n s All specifications provided by Madico, Inc. and are copyright protected by their owner. O 2008 Madico, All Rights Reserved. �,,, s� �y vs� u�c s�n T96 A% R96 Tatal ; T96 R96 SC UV = Fim Structure Teiuile Brealc Feel Rej96 . Rej% : Thidmess S.-'�_,r�'�h:c•;�(`: SafetyShield800 78 12 10 19 84 10 : 0.93 ! 99 .008" Multi ': 32,000 : 240 : 5 to 6 SafetyShield1500 73 . 17 . 10 20 , 80 9 ; 0.93 ; 99 . .015" Multi ; 32,000 ; 450 ; 5 to 6 Grr,+`i';_�_; p, r: LCL600XSRG 79 11 10 19 83 10 0.93 99 .006" Multi i 25,000 : 150 : 3 to 4 LCL600BfXSR' 79 11 10 19 83 10 i 0.93 i 50 .006" Multi i 25,000 : 150 E t to 1.5 � �trk'. CL200XSR 78 12 10 19 85 10 0.93 99 .002" Single ; 25,000 : 50 i 5 to 6 � 79F t' fE -� 4� �?' f9 84 tt 0.9R !!:� .004' Singfe 25,06Q tA6 5ta6 � CL700XSR 76 14 10 19 84 10 i 0.93 : 99 .007" : Single 25,000 E 100 i 5 to 6 LCL800XSR 78 12 10 19 84 10 0.93 99 .008" Multi 25,000 : 200 i 5 to 6 LCL1400XSR 74 16 10 20 82 9 0.92 99 .014" Multi 25,000 : 350 i 5 to 6 Solar 4 Mil SRS220 11 41 48 79 15 55 i 0.24 : 99 .004" Multi : 25,000 : 100 : 5 to 6 4 Mil RS440 24 36 40 66 36 42 0.39 99 .004" Multi : 25,000 : 100 E 5 to 6 4 Mil NG50 40 46 14 48 43 11 E 0.60 : 99 .004" Multi : 25,000 : 100 ' S to 6 8 Mil SR5220 11 41 48 77 15 55 : 0.27 : 99 .008" Multi : 32,000 : 240 � 5 to 6 8 Mil RS440 Z4 36 40 66 36 42 039 99 .008" Multi � 32,000 : 240 : 5 to 6 9 2008 Newindow Films Ltd. Phone: 604 . 835.9635 Fax: 604 . 856.0582 Web: www.newindowfllms.ca Email: Info�newindowfilms.ca H tE;�h HEPWORTH - PAWLAK GEOTECHNICAL July 31, 2008 TL Construction Attn: Todd Lepke 6951 Upham Street Arvada, Colorado 80003 ' FI� �-��,, ��I� l` �,�L��. ��„�..I��,,: �I, .��, . ��. ��. ►�i.�,,,r ��•;� �il� cnfi„i u� . t :, ,i, •i.,, 6, �,�.}u�. ('Ir,n� `��.'..��,`.. �u.�a F,��: ��`--i��`-7�"I „�hE„_ , ��,�, I�.; , �� au� 04 2ooa TOWN OF VAIL �C��'�%� Job No. 408 270A Subject: Observation of Excavations, Proposed Deck Piers and Pad Footings, Hobbit Hill Condominiums, I 546 Matterhorn Circle, Vail, Colorado. Dear Todd: As requested, a representative of Hepworth-Pawlak Geotechnicai, Inc. observed the excavations at the subject site on July 29, 2008 to evaluaie the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. 7'he services were perFormed in accordance with our Professional Services Agreement for geotechnical engineering services to TL Construclion dated July 28, 2008. prnposed Construction: The proposed decks will be constructed adjacent to the northwest and southwest sides oFthe existing east condominium building. Conventional wood frame construction will be used. The deck footings were designed with an assumed allowable soil bearing pressure of 1,200 pounds per square foot (ps�. Field Observatioos: At the time of our site visit, each of the foundation excavations had been cut in one level about 3 feet below the adjacent ground surface. The soils exposed in the bottoms of the excavations consisted of relatively dense, silty to very silty, slightly gravelly sand. The upper 4 inches of the subgrade soils were observed to be loose and disturbed and the excavation bottoms were not level. No free water was observed in the excavations and the soils were generally moist. Foundation Recommendations: Considering the conditions exposed in the excavation and the nature of the proposed construction, spread t'ootings placed on the undisturbed natural soil designed fbr an allowable soil bearing pressure of 1,200 psf should be adequate for support of � , GIe�1��°nc,�l tiE�i•in�;� '.) j�i_y=��, l�)ti� • Par�cr 31��-�� I- i 1 1�) •(.:��l��ra�1�� tiE�rin.�, 71�)-h j,-=7=>(,� � TL Conslruction July 31, 2008 Page 2 the proposed decks. The exposed soils tend to compress when wetted and there could be some post-construction settlernent of the footings if the bearing soils become wet. Footings should be a minimum width of 2 feet for columns. Loose and disturbed soils in footing areas should be removed and the bearing level extended down to the undisturbed natural soiis. The excavation bottoms should then be tlattened and compacted until settlement ceases prior to concrete placement. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. Limitations: The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. Tt is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of motd or other biological contaminants (MOBC) developing in the future. Ifthe client is concerned about MOBC, then a professional in this special field of practice should be consulted. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. c� ��G� Roby C. Brown, E.I. Reviewed by: George W. Benecke III, P.E. Project Engineer lob No. 408 270A OR -� • � :o :� : 0 3S82y m ; �o��?I;t f og ```�,�� SS�ONAL E�� -,:,-« � NOTE: THIS PERM/T MUST BE POSTED ON JOBSITE AT ALL TIMES : �nwxo�vnu, � Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 ELECTRICAL PERMIT Permit #: E08-0193 ��o� ��`�� ADUP Project #: PRJ08-0070 Job Address: 1545 MATTERHORN CR VAIL Location.....: 1546 MATTERHORM CIR UNITS 4-7 Parcel No...: 210312324001 OWNER NANCY H. SOUTHARD REVOCABLE 08/21/2008 NANCY H. SOUTHARD TRUSTEE 4120 DRESDEN DR WINSTON-SALEM NC 27104 APPLICANT TL CONSTRUCTION LLC 08/21/2008 Phone: (303) 403-0176 6951 UPHAM STREET ARVADA COLORADO 80003 License: 418-E CONTRACTOR TL CONSTRUCTION LLC 08/21/2008 Phone: (303) 403-0176 6951 UPHAM STREET ARVADA COLORADO 80003 License: 418-E Status . . . : ISSUED Applied . . : 08/21/2008 Issued . . : 08/21/2008 Expires . .: 02/17/2009 Desciption: REPLACE EXTERIOR LIGHT FIXTURES Valuation: $3,000.00 Square feet: 0 ,......««.......,,..«„«......,*,,.....«««..,,.,,....«..«.*.«.«.....*««.,... FEE SUMMARY ...,.**.,........,,,.....«..«....,,...*«.«..,..,..,......*.«..,,.....«.,,«..,... Electrical Permit Fee---------> $0.00 Total Calculated Fees--> $4.00 Investigation Fee--------------> $0.00 Additional Fees----------> $65.55 Will Call Fee--------------------> $4.00 Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $69.55 Total Calculated Fees-------> $4.00 Payments-----------------> $69.55 BALANCE DUE----------> $0.00 ...,,�...«.......*...« ..............«««*.,..�.......«..,..*.«......,..,.,..,,.....«*......*....«.....,,,.....«.....*,,.......*...........«.,,.....*..«.«*..«.*.*....«..�....,. APPROVALS Item: 06000 ELECTRICAL DEPARTMENT 08/21/2008 JLE Action: AP .....««......�........«.....,...«..«...«.,.,...«««*«....,.......*...........«.,.........«..*..,.,...«.............*.*....*......«*.,.,,.,.....«.*,.,,....«..*.,.,.....�.�..,. CONDITIONS OF APPROVAL Cond:12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. .......*...,.t....**«...........«*......,.....«*...................,.......*...,........«.,........«..,.,..,......«.*.,*...,..«...««.*.,..�...«...*...,....*.*......*...�.*.,.. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFIC�FR0116 8:00 AM - 4 PM. — � Signature of Owner or Contractor � /-'�L��kp Print Name elec_prm_041908 �J �/+ �� Date � ` ********�*r*************��**********��********�*�***�******�***�*�****�**+***************** TOWN OF VAIL, COLORADO Statement *****r****�*******************+*�******************************************************+**** Statement Number: R080001442 Amount: $69.55 08/21/200808:06 AM Payment Method: Check Init: JLE Notation: 3640 TL CONSTRUCTION ----------------------------------------------------------------------------- Permit No: E08-0193 Type: ELECTRICAL PERMIT Parcel No: 2103-123-2400-1 Site Address: 1545 MATTERHORN CR VAIL Location: 1546 MATTERHORM CIR UNITS 4-7 Total Fees: $69.55 This Payment: $69.55 Total ALL Pmts: $69.55 Balance: $0.00 ******�*************+*********+********************�+*�***********�********************+**** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 65.55 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- E08-0193: Entries for Item:190 - ELEC-Final 08:25 01/25/2013 Action Comments By Date Unique_ Ke AP shahn 08/27/2008 A000117 043 AP SHAHN 10/08/2008 A000118 524 Total Rows: 2 Page 1 � �� Development Review Coordinator 75 South Frontage Road Vail, CO 81657 Phone: 970-479-2128 Fax: 970-479 2172 i nspectrons: 970-479-2149 TOWN OF VAIL ELECTRICAL PERMIT APPLICATION Project Address �, -�j � (p � � 1546 Matterhom Circle Vail, Co 81657 CoMractor Information Company:��,�'l�' P ) '� l.e. Company Address: ��5 ( (��%1Clrv� S� . City: Q fs r� State: �(�Zip: $OOd3 Contact Name: 1� o Ke. ContadPh: 30�-�63-y��-U ceu: �a,r� Project #: r �D �' �� Building Permit #: Q �g � d(�l � Electrical Permit #: +�� 'r � � ` ✓ Detailed Description of Work: Replace exterior liqht fixtures. Qr / / ► . ' E-Mail: 'I" � C O1'� S'i /`L)�.'}lOh " P.�ec. �('pn!�'/'i � n� �Use additional sheet if necessary) Town o�Vai�ractor Registration No: u��_� COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND X J1 ' _ v ` .� VALUATION OF WORK (Labor 8 Materialj Contractor Signature (required) Amount of SQ Ft Electrical $ t �O�>� Property InfoRnation Parce� #: 210312324001 Legal Description: Lot # Blk # Subdivision: HObblt Hill - VIIA�Gt�'� Job Name: ��1'T �i'� (' Work Class: New ( ) Addition ( ) Remodel (� Repair ( ) Other ( ) Building Type: � � �. Single-Family ( ) TwaFamity (� Multi-Family ( Owner Name: ��6i} N.�,� �I(hc. �PubrS �SS�i�ph Commercial ( ) Townhome ( ) Other ( ) Mailing Address: � 3� Wa,'��Tber� C,l. 1�.1(1�: i�t� ��D3 Date Received: (For Parcel # Contad Eagle County assessors Offroe at 970-32�640 or visit www.eaglecou nty. us/patie) Archkect Designer � ) Engineer ( ) Name: V i Phone: �� - 3 0- 3b Fax: E-Mail: � ��oq . � . 1 �Rll t1t r� , Amendment to the 2002 N.E.C. Town of Vail Ordinance 4, Series af 2005 o Overhead services are not allowed in the Town of Vail. ❑ Underground services shall be in conduit (PVC) from the utillty transformer to the electric meter, main disconnect switch, and to the first electrical distribution circuit breaker panel. ❑ The main disconnect switch shall be readily accessib/e, and located next to the meter on the exterior wall of the structure. All underground conduits are required to be inspected before back-filling the trench. o In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common walls and spaces are exempt. ❑ NM Cable (Romex) can be used only in sing/e and multi-family dwellings. Type NM cannot be used in a»y building mixed with Type A,B.E,F,H,I,M SS occupancies. ❑ Aluminum conductors smaller than size #8 are not permitted. TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES ❑ All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will not be accepted without a copy of the DRB approval foRn attached (if applicable). o If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over 30" above grade, you must also obtain a building permit. ❑ If this peRnit is for installation of an exterior hot tub or spa on any existing deck or elevated platform, a structu�al engineer must review the existing condition and verify that it will support the added concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing with this application. o If this is a remodel in a multi-family building with a homeowners association, a letter of permission from the association is required. ❑ If this permit is for a commercial space, two (2) sets of stamped drawings are required. E/ectrical one-line and panel schedules arB required if load is added or dishibution is altered. I have read and understand the above. S nature �'?°'a$' Date Signed If you have arry questions regarding the above information or have addfional questions, please contact the Town of Vail Electrical Inspector at 970-479-2147. The inspector can be reached on Monday thru Friday momings between the hours of 8am and 9am. You may also leave a voice mail and the inspector wiA call you back.