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Home My WebLink AboutB10-0168 NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES �� TOWN OF YAIL ' 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 #: B10-0168 Project #: PRJ10-0021 Job Address: 725 FOREST RD VAIL Status. . : ISSUED Location......: UNIT A Applied . . : 07/09/2010 Parcel No....: 210107210010 Issued... : 08/01/2011 Expires. ..: 07/25/2011 OWNER ANGELOVICH, MICHAEL B.-DUN 07/09/2010 4902 TORTUGA PL AUSTIN TX 78731 APPLICANT BECK BUILDING COMPANY 07/09/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A �ONTRACTOR BECK BUILDING COMPANY 07/09/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A Description: ADDITION&REMODEL Occupancy: IRC Valuation: $600,608.00 Type Construction:IRC Total Sq Ft Added: 2048 .............>......,..............�.............,...,.<......................... FEE SUMMARY ..,.....,......+..........................,....,....�........�.�....._.......... Building Permit Fee------> $3,713.50 Will Cal Fee---------------------> $5.00 Total Calculated Fees-------------> $18,691.64 Plan Check--------------------> $2,413.78 Use Tax Fee---------------------> $11,812.16 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $440.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> $18,691.64 Investigation-----------------> $0.00 Recreation Fee-----------------> $307.20 Payments------------------------------> $18,691.64 Total Calculated Fees--------> $18,691.64 BALANCE DUE-----------------------> $0.00 ......................................................................«,.«»,,,............,.,.....x.................................,,.....,.,.............,...........,,.....<......,,,,. 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 informatior 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 OFFICE FROM 8:00 AM-4:00 PM. - � � � Signature of Owner or CQFltfa�ctor ate s rint Name b I d_a It_co n st ru ct i o n_pe rm i t_041908 - .....................�............,,...................,...,...,,...�..,,............«...�................��............,........,,........,,...,....,..........,,....,,,........,...,,, APPROVALS Permit#: 610-0168 as of 08-01-2011 Status: ISSUED ..................................................................................................................................................................................... Item: 05100 BUILDING DEPARTMENT 08/04/2010 cg Action: CR COMMENTS SENT TO APPLICANT, SEE LASERFISCHE 09/08/2010 cg Action: AP 11/19/2010 CG Action: AP APPROVED REVISED PLAN SET. REPLACED OFFICE AND FIELD SETS 03/15/2011 JRM Action: AP APPROVED REVISIONS. Item: 05400 PLANNING DEPARTMENT 09/09/2010 RLF Action: AP Item: 05600 FIRE DEPARTMENT 07/12/2010 drhoades Action: COND Sprinkler recommended. See conditions for fire alarm requirement 04/28/2011 McGee Action: DN Standpipe plan submitted by Beck is denied. Beck has no standing on issues governed by state and Local jurisdiction on fire sprinkler design. 05/18/2011 mvaughan Action: AP revisions approved ...,..,..�......................R.......,..,,,.........,.,....,,.,....,.,...........................,..,........................�..,...........,.,...............................,,.. See the Conditions section of this Document for any that may apply. bld_alt_construction_perm it_041908 �+��xxwww��+.��xxx.x..+.xwwwr+.wwr�wwwwwww..+�+��+�x��w��+.xax��xx�xxw.��.��xxx�xx�w��r��.��w�w��wwwww:wrww.wwwwww»wwww...�w+x+xx��.w CONDITIONS OF APPROVAL Permit#: 610-0168 as of 08-01-2011 Status: ISSUED .................................,,,........,.>......,.,.,...�.............,.,...,,...,....,,,......,.,.....................................,,....,,.,<,........,....,.....�.,.....,..., Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIREp. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 Cond: 51 (FIRE 2007): MONITORED FIRE ALARM SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 72(2007)AND VFES STANDARDS. bld_a It_construction_permit_041908 07-21-2011 Inspection Request Re orting Page 1 4:21 pm V�, CD - Citv O� Requested Inspect Date: Friday July 22, 2011 Site Address: 725 FOREST RD VAIL UNIT A A/P/D Information Activity: B10-0168 Type: A-BUILD Sub Type: ADUP Status: APPROVED Const Type: Occupanc : Use: IRC Insp Area: Owner: ANGELOVICH, MICHAEL B.-�UNN, DEBORAH A. Contractor: BECK BUILDING COMPANY Phone: 970-949-1800 Description: ADDITION & REMODEL Re uested In ion s tem: ,g BLDG-Final Requested Time: 01:00 PM Req estor: '"BECK BUILDING COMP NY Phone: 970-949-1800 -or- 970-949- 4335 Com nts: 390-5328 Assigne � JMONDRAGO Entered By: JMONDRAGON K Action: Time Ex � Comment: TCO. EXTERI�R WORKNOT COMPLETE, HAND RAILS RETURNS,BALCONY L�IFTS FOR GATE�OVER WInNDOW WELLS. FEE'S DUE. 6 � Inspection Historv Item: 10 BLDG-FOOTING '*Approved'" 10/01/10 Inspector: cg Action: NR NOT READY OR INSPECTION Comment: 10/06/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED FOOTER 3 LOCATIONS 10/15/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROBED NORTH AND WEST COMPLETE FOOTER AND WALL, INTERIOR PAD AND SOUTH STAIRWAY FOOTER 11/02/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED EAST/SOUTH, SW CORNER AND SMALL PAD APPROVED 11/04/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: ALL PERMITER UNDER PINNING COMPLETE . FOOTER FOR NORTH ADDITION APPROVED 11/12/10 Inspector: CG Action: PI PARTIAL INSPECTION Comment: WINDOW WELL FOOTINGS 12/01/10 Inspector: JRM Action: AP APPROVED Comment: APPROVED LASTWINDOW WELL AND PLANTER FOOTINGS 12/22/10 Inspector: s remmer Action: PA PARTIAL APPROVAL Comment: Cmu wall at�corner only Item: 20 BLDG-Foundation/Steel ""Approved "" 10l01/10 Inspector: cg Action: NR NOT READY FOR INSPECTION Comment: 10/06/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED 3 SECTIONSOF WALL 11/05/10 Inspector: Martin Action: DN DENIED Comment: Provide approved plans for inspection . 11/15/10 Inspector: JRM Action: AP APPROVED Comment: 11/16/10 Inspector: JRM Action: AP APPROVED Comment: 2 WINDOW WELLS AND 3 SONO TUBES 12/07/10 Inspector: JRM Action: AP APPROVED Comment: WINDOW WELL STEEL 01/05/11 Inspector: JRM Action: AP APPROVED Comment: N/E DECK SLAB 04/22/11 Inspector: JRM Action: AP APPROVED REPT131 Run Id: 13331 *+*+**********************************+*+++***********************�********�**************** TOWN OF VAIL, COLORADO Statement ********************++****************+***************************************************** Statement Number: R110000905 Amount: $167.03 08/O1/201102:35 PM Payment Method: Check Init: SAB Notation: 20155 - BECK BUILDING ----------------------------------------------------------------------------- Permit No: B10-0168 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-072-1001-0 Site Address: 725 FOREST RD VAIL Location: UNIT A Total Fees: $18, 691.64 This Payment: $167.03 Total ALL Pmts: $18, 691.64 Balance: $0.00 **************************************************************+*********+******************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 28.50 PF 00100003112300 PLAN CHECK FEES 18.53 UT 11000003106000 USE TAX 4% 120. 00 ----------------------------------------------------------------------------- � , Department of Community Development ' � . � , 75 South Frontage Road :�� , � � ° `� $" Vail, Calorado 8'#657 �_ � � =� Tel: 970-479-29 28 : �� :;�� Fax:.g�0-479-2452 � , ' "�:" �� .� Web: www.vailg�v.corr► � � `�� ;�, � - �� Developinent Revievv Coor�iin�tar � �� ,�� r � �� . �:._ � �. :��._ �� _� u__.r �°�_ ._ .. _. z .� �� _ �� _.��..��,�� TRANSMITTAL FORM Revision Submittals: 1. "Field Set"of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. _ _ _ _ ___ _ _ _ __ _ ._; Permit#(s)information applies to: Attention: Revisions �j Response to Correction Letter ' � � Q - (�� , � G� ��..st� •.2(Z. _attached copy of correction letter ( ) Deferred Submittal ' �`�)Other ��R-�2 S Y S�C'�e.� ' Project Street Address: � ��Z_�� = Description/List of Changes: � (Number) (Street) (Suite#) ��[`� .0��1�[Z�_Sv S l.v� Building/Complex Name: �� ,p \ �l l��-�.. �,.�.. }l��P 3 ��-P � L �.-� � _ . _...... .............. .. ... .. . ' �� n , c '1 , t�� -e� ' Contact information: '\ I `I2 I� � ` \ � �P S l r � (�' G� 2��Gt �a Gr �O Company: �.e��. �.� c� t�. —�—��- . �.� Company Address:--�� {�� City: v�a i � State: L� Zip: � L�S� ' Contact Name: \ c��.._.� �� . ►-a`�Z ' - i Contact Phone: � Z C�- Cj C��- L�� ' E-Mail �'niti.. � 'I�P c �=�� S• L��,.n ', � _ , ...,,.� ,, ��.r+,.-�'CL..�._�D Z,_H �.11,-1-_.�, ' Revised ADDITIONAL Valuations (Labor 8�Materials) (DO NOT include original valuation) 'Building: ��(2��2p�c��pv�$ / , F�O C'� ; (use additional sheet if necessary) _ _ _ .. 1 Plumbing: $ ;Date Received: � Electncal: $ ? Mechanical: $ �. � �� ;, ,�,.�. `,,�, � � Total: $ C7 C� D _ _ _ __ APR 2�. 7.71i �� TOWN OF VAIL O1-Jan-10 Page 1 of 4 Tom Solawetr From: Mike McGee [MMcGee@vailgov.com] Sent: Monday, April 11, 2011 1:23 PM To: 'Steve Allen' Cc: Tom Solawetz Subject: RE: 725 Forest Follow Up Flag: Follow up Flag Status: Red These are fine. I apologize. I thought I sent this reply last week. Michael McGee Deputy Chief Vail Fire&Emergency Services Direct 970 479-2135 Mobile 970�76-07�8 mmcgee@vailbov.com From: Steve Allen [mailto:steve.allen@wsfp.us] Sent: Monday, April il, 2011 9:34 AM To: Mike McGee Cc: Tom Solawe�' Subject: FV11: 725 Forest Mike, Can you take a look at the 3 pages attached?This are the connections I priced for the FDC and Hose valve connection at 725 Forest road. I would like to confirm that this is what you requested. Thanks, Steve Allen Project Manager �'est�rn States �"ire Protect�on �o. ��a�e�c�rc.L'i��a c�d ��r�,,�t� (303)792-0022 office (720)219-0574 cell (97Q)945-9504 fax From: Tom Solawe� [mailto:tom@beckbuilds.com] Sent: Sunday, April 10, 2011 Z:45 PM To: Steve Allen Cc: Tom Solawetr 4/21/2011 � �� +Q��`• ,�__�� y __ _ �$r�s,:.:.�li#��a �,, �■r��www�� Jnion,f+1ew Je�sey � " � � ��;- Firc Prc�Eian Pro�t�ets ,r' - ;� FI�E��i;J'1"��;�O1St��l1t1F{'4'fL�liiT _ � �l�� I M��li� �� i �f1[�� i��/1l�� LAr�.Y i�Jl�l\115�-�lEC'�;�est trrass a�r�bc�y,cr.€t�si glu�c!y�ty�+st��at�siact��e a�n a.�e ba�y,size of �t sna numt�er�!r�e at in�s a�sslec�ett by�me N�Ser.;s°��txasffi s�siee�a:cas�be�sss;�de� t�{�ate;cs�brasas plugs�n�crtains an�ts pin tu�swivsi. 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'f 1:3 s�t`atts 2ti�";E.�c cc rdlbti�*I 2$'E 0 . . . , . . . _ . .r 'i.��;r thtia 3":r,b�r. ' SPECt�Y:Size�jci tt�fea�� SF'E�1�1': Sizp an� t�rea�s — ■ VARtATit}1+tS: SUFFtX—RL�:3ck�r L�� MALE T� MAL� `��.�E!'1/f AL.E TC'� ��MAL:E''' FUNCTiG�1i. Usec3 ?o �e��:e �r c'�an�e FUN�tf{tN:'�7��a°e!�sarr��"it�r�a�s. , , . threa�s_ `�E RE�ULARL�.�tJRl1�1SHEik: Brass��ag�r�- � REGULARLY �i1tSHED:Br�ss heza�orr t��pe with fer��;e'ti�e�ds on ba��n�s. t�e wiih fecnale�ds or5 orts�nd and ma�s �., c�n cihQ�end. ��, -��`f t� ,..a �' "='�,,. , A , ,.y �� A ; � B � � � �_ F�m�le� `'�a3e F�r,tafe Fe?r�ate_ i ..-„ „rr J4ttodel 2815 . . , . . %."`;1.��thru '-1 ="'�2.-� '✓ ._,,�. 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A � g � �'iale Fenaaie III� Model Z835. . . . . , .. .�"'�.�-�,thna 3"�f_s�n ADAPTEF3 S1Z�S AVA1��3LE � � C3PT30NAL�INISHES: A iq.;cm B j €� in.t ars B i A !a.!cas B � �A in.d tm S � A itz,�1 ar�r 8 � A 1r�.i r.+xr B � 1► +n.]cm 8 —S Polished$raS5 # � } ..l, , � , ,; < g„ ,:r , ;S y ,,.. � 3 x 3 —�". �aUf,�h�itiCDXi"!B�18t� 7.9 '� .�c ) �F x `a I _ x ,c �: � � � y� � ..� ,.6 e�' T:o' ;fi —�} �'L1�ISf1E.'CS�'.`�ItOfT1E'�':��${� 7 • ?`iz ? ? [:;; 'io- J >' 'L � 3 '� *�' 4 ;e X -'y ' ,",.�. � � � :i t S ?'. S] � ry..^ '� s ,'.b' Z 5. `'`'l Y` 'r..e' . 7 .. y :. C°, c . :. � :� x �� > r �., � j r� � �s t x ��$ 2� NOTE;ALWAYS INDICATE HC?SE�HR£!�D REQUIREMEN';5. A14 dimenseans in��:;s?�and A;c�tn,:. NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ,. TDWN OF VAII. ' 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 #: B10-0168 Project #: PRJ10-0021 Job Address: 725 FOREST RD VAIL Status. . : ISSUED Location......: UNIT A Applied . . : 07/09/2010 Parcel No....: 210107210010 Issued. .. : 03/21/2011 Expires. ..: 03/08/2011 OWNER ANGELOVICH,MICHAEL B.-DUN 07/09/2010 4902 TORTUGA PL AUSTIN TX 78731 APPLICANT BECK BUILDING COMPANY 07/09/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR BECK BUILDING COMPANY 07/09/2010 Phone: 970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A Description: ADDITION&REMODEL Occupancy: IRC Valuation: $594,608.00 Type Construction:IRC Total Sq Ft Added: 2048 ....<.....,.xx................<..<.>....+.�..............,.......,.....>......,.. FEE SUMMARY ...,.,.........�.......,.,...,�............«.....,.....,.................,.,.,., Building Permit Fee------> $3,685.00 Will Cal Fee---------------------> $5.00 Total Calculated Fees-------------> $18,524.61 Plan Check--------------------> $2,395.25 Use Tax Fee---------------------> $11,692.16 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $440.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> $18,524.61 Investigation-----------------> $0.00 Recreation Fee-----------------> $307.20 Payments------------------------------> $18,524.61 Total Calculated Fees--------> $18,524.61 BALANCE DUE-----------------------> $0.00 irrtRwitYrtrrt#YrwfYrfY(Yrfrwwrtrtwtr�A'�ktrrtw#'#Y�A'rt�kY`Y`Y�f/rtMrtYert!#rt#YrYertYrw��k�fff#Rf�rt�rtrt�k#+Yr+Y`#'w�krtwY`�,Fi1'rt�k'kYrYrwt�t�rtk�kYrtY`whY�Y'+trtRk+Yrt+irf'kR�k�kW�k##ir�k'k'k+FWt:ttxwKw'kx�V 0.'t+RR*w'kw'kY+Yrh#'kXx�ltektxt#+t*ir��frtw#«f a��.t#fi DECLARATIONS I hereby acknowledge that I have read this application,filled out in fuil the information required, completed an accurate plot plan, and state that ail the informatior 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 OFFICE FROM 8:00 AM-4:00 PM. ° C' " .. . ; `��y 3� 2i- Ir Signature offOwner or Contractor Date �'..,.�.� '"/ �v'� C\ Print Name b I d_a It_co n st ru ct i o n_pe rm i t_041908 wFwwwwwwwwwwwfwww�wf#�w�w#�i��l�xf�xxx��*#**ffxR�A!**k*Xww/*kkk*R�R�twXwfwtiwwwwwwR*wwwww��wt*Rt+w��RRwwwtwwwwwww#+RR#Frt+RffewxkxXfw*��Rfx<k*f###*�ff*ff��f��tx�!/��tw��#�w#fwwwfM APPROVALS Permit#: 610-0168 as of 03-21-2011 Status: ISSUED .......�...>.,.,..,,...,,,�.,,,.,,,.,,x................x,.x.,...,.,,,>,,......,,.......>.>..................».................<.............,,,.....�...,�..,,...>,,,,,.,,,..,,.,...... Item: 05100 BUILDING DEPARTMENT 08/04/2010 cg Action: CR COMMENTS SENT TO APPLICANT, SEE LASERFISCHE 09/08/2010 cg Action: AP 11/19/2010 CG Action: AP APPROVED REVISED PLAN SET. REPLACED OFFICE AND FIELD SETS 03/15/2011 JRM Action: AP APPROVED REVISIONS. Item: 05400 PLANNING DEPARTMENT 09/09/2010 RLF Action: AP Item: 05600 FIRE DEPARTMENT 07/12/2010 drhoades Action: COND Sprinkler recommended. See conditions for fire alarm requirement <..................,,......,...,,,.,.,,,.....«,,,,,..�.........,...........,..,...................».,.........,................,..,..>..x,,..,,...,.,,,.,....,...,.,.,...........,... See the Conditions section of this Document for any that may apply. b I d_a It_co n st ru ct i o n_pe rm i t_041908 ................................�,.....,,.........,<,>.>.,.,.......,,.......,,...,.,..,,....»....�.........,,.,...,x,,,..>......�.....,.<...........,.,>....,,..,,..,.............,., CONDITIONS OF APPROVAL Permit#: B10-0168 as of 03-21-2011 Status: ISSUED ................................................,,.............,....,<x...,..............,.,.........,....,,.,,,.,..,,.,,,.....,.,....,.,.<.<..,,.....,............�........,.......,. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIRED. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 Cond: 51 (FIRE 2007): MONITORED FIRE ALARM SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 72(2007)AND VFES STANDARDS. b I d_a It_co n st ru ct i o n_pe rm it_041908 *****************************************************************************++************* TOWN OF VAIL, COLORADO Statement ****************************************�*************************************************** Statement Number: R110000193 Amount: $111.00 03/21/201110 :41 AM Payment Method: Check Init: SAB Notation: 19645 beck ----------------------------------------------------------------------------- Permit No: B10-0168 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-072-1001-0 Site Address: 725 FOREST RD VAIL Location: UNIT A Total Fees: $18, 524 .61 This Payment: $111.00 Total ALL Pmts: $18, 524 .61 Balance: $0. 00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110. 00 WC 00100003112800 WILL CALL INSPECTION FEE 1. 00 ----------------------------------------------------------------------------- . . _ . „ _ - - � t: � r ` ' 7 "� �t ` -!�,. ��' � ' Department of Communi#y Development;^' a�"A ' `��'� �.e �'a `..-2� � 4^�, �s ' �� `� �� y f} ��. � �� l South Frontage Ro�d� . ,. `�, _ � ,:� `��:� � ��;�� 7$Va�l,-Catorac�o 8�� .>: �� : _� � �� ',�__ �� "°��Te��` 9� ' � ,�� .,� s $ �.� : '"" `` � Q�4�$ ��` � .� � �A < „�w f'�- >=..r � ,, ° z rs �,Y FaX s�7Q��r24�fi2 ��°� �, ,,. " � ,, c � y .�.-.,�` �""<y � -,, ` ` �'�- �d �� f � �, Web: wvs�+sr�ra��go�o�n . �� -- � . :�,.z . . - � .�,''�-r �� y _ ,. o��rnen ° .�.��tti� s . , t, r��7 i,��,F `� � � �.;;��,�r �x��"�,��QY.E�� x � �.�x�? �� - � .. ,� . , �. . . _ . ,3e �.. , ..._.� i �rsr . . - .. �_�..�..� - .°�''�`'x 9'.y_-� TRANSMITTAL FORM Revision Submittafs: 1. "Field Set"of approved plans MU�T accompany revisions. 2. No further inspections will be performed until the revisions are approved 8�the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. �Permit#(s)information applies to: Attention: _ ( ) Revisions ; ;��, �� _ D�6 � �`Q ( ) Response to Correction Letter � t~ attached copy of correcfion letter � ( ) Deferred Submittal _ (�'Other �Project Street Ad : � ° � "��' � � �� P-�� = Description/List of Changes: i Number Street � ( ) ( ) (Suite#) _��Vlslfln) `�1�FFTS , `t Building/Complex Name: �✓1� Q �c7U i � ` Cj � S � � � S�- ; � � � � ; : ,��. �._....�.,.,..,�,.,�..�,_�.�,..��5_ i E Contact Info ation: � �Company: e�l�t J�(,(,II�S � �LSO � �O2 � PROPOS�D ;Company Address: (/C.� i` I � ��twZ S �1 N,R FoR�i C�nl �tnlsj, �R E� • ; ( e E City: (/cf� State: � Zip: � � j �f : ',Contact Name:_��`'� L /J a-�Q� '" � ' �Contact Phone: �C7 " 3�C� 'S � 2 g � i � h _1 � E a E-Mail ZSa-°"- � �� Ge' S .�J-- € � a � -- m.n...,.�. „_....,..-__ ,�,n__� , ! � �Valuations(Labor 8�Material)) � 1 � � 'Building: $ i � � € � ! �Plumbing: $ a(use additional sheet if necessary) : : . _ _ ____-- _._ _ _ i _ .._.._._..__...._-.--.--._.._.....__, � f Electrical: $ � E Date Received: --- �� i Mechanical: $ ' � � �� '' ;�%� , � � ` � DTotal: $ i � # 1 �U �i `i �� T011�di� �� V�IiL 1-Sep-09 TRANSMITTAL . � .� � � � B U d ED ( ti C� G 0 M P A N Y To Town of Vail Building DATE Department 725 Forest Road Permit# B-10- 2-23-11 0168 ATTN RE Stair and structural plans FROM Isaac Barela 970-390- 5328 VIA Delivered to TOV. We are sending you the following items: [ ] Shop Drawings [ � Prints [ x ] Plans [ ] Samples [ ] Specifications [ l Copy of letter [ ] Change Order [ ] Photographs [ ] Bidding Guidelines COPIES DATE DESCRIPTION 2 2-23-11 I Plans f��P��v� s-r��j � �,2w► r�t�� AP�{ l�►�,�1�� ,�� - C.�� s��.-� These are transmitted as checked below: [ ] For approval [ ] Approved as submitted [ X ] For your use [ ] Approved as noted [ ] Returned fcr corrections [ ] As requested [ X] For review& comment [ ] For bids due [ ] Remarks: Structural Plan changes. Copy to: Signed: F\COMPANY\TEMPLATE\Beck Building Co Word\Transmittal 10.28.09.doc BUILDING A LEGACY OF TRUST FOR OVER 30 YEARS Post Office Box 4030 Vail Colorado 81658 Tel 970 949 1800 Fax 970 949 4335 beckbuilds.com � KRM CONSULTANTS, INC. [�70�s4e-�� P.O.Box 4572 FAX J49-'I 577 � Vail,Colorado B 9 65B I 1 � � � _ .. ! RECORD ' TO: Beth Levine - : , ' 1 : . . _ ; ,, .� � : � � DATE: 2/8/2011 JOB NUMBER: 1001-03 � ; ; PROJECT: Angelovich-Dunn Remodel � i � ❑ RFI ❑ MEET/NG NOTES � RESPONSE ❑ CLARIFICATION/CHANGE �� 9 $ . i This Record is in response to a request by the building department to have the custom stair design -� (manufactured in Switrerland) reviewed by our office. The materials for this stair are manufactured in Europe, ( and therefore, a challenge exists to interpret some of the design values of the material to be used. It is also � difficult to ascertain the exact stiffness provided by the wood assembly in a quantitative manner, so the stiffness ; of the wood assembly is assumed to be relatively minor in relation to the steel components. ; _ I have reviewed the general layout and connections to be used in the stairway construction, and it appears that ; the strength and stiffness of the assemblies are adequate to meet the requirements of the local building code i. (2009 Intemational Building Code). However, thesteet must adhere to the following requirements ' i 1. There appears to be a range of allowable bending stress values associated with the actual steel to be used ' for the railing. These values range from 170MPa to 340 MPa (MegaPascals) per documents provided by the k supplier. The minimum allowable bending stress associated with the steel to be used for the railing shall be at � least 170 MPa or 24,660 psi(pounds per square inch). , � � 2. The elasticity of this steel shall be at least 29,000,000 psi or 199,948 MPa. However, keep in mind that it _ ; appears that this value provides a stiffness that meets, but does not exceed, the required stiffness per code. l We are anticipating that the wood connections provide additional stiffness, but since this value is not quantified, � it is uncertain whetheror not a typical custom-design live-foad stiffness of U480 can be achieved. � � Otherwise, it appears that this stairway system will be adequate for the imposed design load. E , � , a Please call with any questions. � 'i _ , KRM Consultants, Inc. . i _ _- "i , `i oo��c�srF9 ; ��' � ' OQQ'p NENNU�'L I SIGNED- �p�� °, COPY TO: � . , t 3A�6 :�� ' Tim D. nnum, PE � .� DZ a8 I�•��, i � ; �9�FESS IONP�'�\ _ i REVIEWED: �( i ; i � K R M CONSULTANTS, INC. P.O.Box4i72 970-949-9391 Vail,Colorado 816i8 FAX 949-1�77 F/ELD REPORT ro: DATE: 2/3/2011 ISAAC-BECK BUILDING COMPANY ARR/VE: 11:00 DEPART: 12:45 WEATHER: SUNNY&COLD ATTENTION: JOB NUMBER: 1001-03 PROJECT: ANGELOVICH-DUNN REMODEL PRESENT AT S/TE: Isaac(Beck), Mark(KRM), Sean(KRM) STATUS OF COMPLET/ON: 99% On Thursday February 3, 2011 I visited the above mentioned site to observe the progress of the general structural framing on site. Below is a list of items that were noted during the time of visit. Sheet S3—Second Floor Framing Plan - Our drawings indicate a column continuing to the foundation from the (3)-2x6 column supporting the roof ridge beam on the west end of the building. Provide 2x blocking in the joist space and place the(3)-2x6 column to continue to the foundation wall. Sheet S4—Third Floor Framing Plan - Our drawings indicate 2x blocking in the joist space to match the column above. At the time of visit, this 2x blocking was missing in the joist space below the (3)-2x6 column supporting the ridge beam on the west end of the building. 2x blocking shall be added in the joist space between the column above and the column below. - Our drawings indicate 2x8 joists @ 16"O.C. spanning in the east-west direction at the stair landing. At the time of visit,the joists were spanning in the north-south direction hanging off of the(2)-2x8 beam. This change is acceptable. Sheet S4—Roof Framing Plan - Our drawings indicate a"B"hanger at all(1)-2x12 valley beams. At the time of visit,each valley beam was toe- nailed into the transfer beam. A minimum of(9)-16d toe-nails are required or a minimum of(5)-LL358 ledgerlok screws at each valley connection is required. - Our drawings indicate a "C" hanger at the (2)-2x12 valley beams located at the West dormer. At the time of visit, each valley beam was toe-nailed into the transfer beam. A minimum of (10)-LL358 ledgerlok screws at the connection is required. Other than the items noted,the structural framing on site appeared to conform to the intent of our structural drawings. Please contact engineer with any questions. KRM Consultants, Inc. SIGNED: COPY TO: 7 .�. y/,� Mark T. Newman �POp RE�;�sl REVIE Vp��0 HENNG;F9� +': . l ° � 0 Tim . Hennum, PE • � .o• :� 9� '<<" ��F��,�.T'�\ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES : �owxoFVn� � 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 #: B10-0168 Project #: PRJ10-0021 Job Address: 725 FOREST RD VAIL Status. . : ISSUED Location......: UNIT A Applied . . : 07/09/2010 Parcel No....: 210107210010 Issued... : 11124/2010 Expires. ..: 03/08/2011 OWNER ANGELOVICH, MICHAEL B.-DUN 07/09/2010 4902 TORTUGA PL AUSTIN TX 78731 APPLICANT BECK BUILDING COMPANY 07/09/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR BECK BUILDING COMPANY 07/09/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A Description: ADDITION&REMODEL Occupancy: IRC Valuation: $594,608.00 Type Construction:IRC Total Sq Ft Added: 2048 ........................,,.........,,.....,......�..�.,,....,............«.....,,.... FEE SUMMARY ....�,....«...,.,....�.........�...,,.......,,_............,....�............._..._ Building Permit Fee------> $3,685.00 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $18,413.61 Plan Check--------------------> $2,395.25 Use Tax Fee---------------------> $11,692.16 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $330.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> $18,413.61 Investigation-----------------> $0.00 Recreation Fee-----------------> $307.20 Payments------------------------------> $18,413.61 Total Calculated Fees--------> $18,413.61 BALANCE DUE-----------------------> $0.00 .....................................................................«..�,..............,...«..............x..,�,�......��.,,..�..,,,,,,.........�„____,,.........,.........,............,,, 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 informatior 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 OFFICE FROM 8:00 AM-4: PM. > � ,,r*._ f � �`'��/ -% d Signature of Owner or Contractor Date ��/�� t �` �t Print Name b Id_a It_co n stru ct i o n_pe rm it_041908 x�*��fix��#Nk#+wwwwwwwrtfwfwwfR�#��l�l�l�+��++�ff4fl��+fifi44R#R��ff#f�f!!**t�#wRfwlxflN!**f*xfiR+krt#wwwwwwwwwkwwwfwYrtf4wwwwRwwwwwwwwwwwwwwwwwwwwwwwwewwww/*eeRffMRR4fMfR�Rfff�+# APPROVALS Permit#: 610-0168 as of 11-24-2010 Status: ISSUED •*�Rtyr4�kielriY+�R##+trhNrtrtrtY'Y'f fVYe�A'4rtrtf f M�k�k1.i`i�1`1`4i(i(f�1`R1`1`44iriLL1 tfel`1�441`frf fefrleS*f4A*4!r#�!/rfr:�1'f`klrf�t`f f�frfleR!lR4f�w*/**!+w*i44l4f iRwff R*itfiRfiMhtrRRRRtxf frlrf Rklrtrfrf f fflffxf!}f f lrfff irfr�dlf�RLLL/r44i(i(i(/r444 Item: 05100 BUILDING DEPARTMENT 08/04/2010 cg Action: CR COMMENTS SENT TO APPLICANT, SEE LASERFISCHE 09/08/2010 cg Action: AP 11/19/2010 CG Action: AP APPROVED REVISED PLAN SET. REPLACED OFFICE AND FIELD SETS Item: 05400 PLANNING DEPARTMENT 09/09/2010 RLF Action: AP Item: 05600 FIRE DEPARTMENT 07/12/2010 drhoades Action: COND Sprinkier recommended. ..............�................�..,.,......................,..,....,............,................................�..,,.....,.....�........................,,......,,,................ See the Conditions section of this Document for any that may apply. b Id_a It_co n st ru cti o n_pe rm it_041908 •e.ww.wwwwwrw��w��++�ar��+:+�+wwwwwewwwr.wwr.��x��f��+f�wx��xx:x+xw:wwew+w:w:wwwrw��w��x��rrfx�w�w��wxx�x:x�+x�w�x��+�w�+x+wxw�x+:x+::xx.+x:r:�:x�x��xx�w::��ww��:�+ CONDITIONS OF APPROVAL Permit#: B10-0168 as of 11-24-2010 Status: ISSUED ......................................»....�...,..,,,.,,,,......,.,.,..............,.........,,...,....,,.,.....,,..,,.....,,,,.......�..,...,....,.....,.,,...........»............. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIRED. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 Cond: 51 (FIRE 2007): MONITORED FIRE ALARM SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 72(2007)AND VFES STANDARDS. b I d_a It_co n st ru ct io n_pe rm it_041908 ********�***+++************************************************+***+****************+******* TOWN OF VAIL, COLORADO Statement *+++**+********+********************************************++++*********************+****+* Statement Number: R100001905 Amount: $2, 966.72 11/24/201010:42 AM Payment Method: Check Init: SAB Notation: 19204 BECK BUILDING ----------------------------------------------------------------------------- Permit No: B10-0168 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-072-1001-0 Site Address: 725 FOREST RD VAIL Location: UNIT A Total Fees: $18,413.61 This Payment: $2, 966.72 Total ALL Pmts: $18,413.61 Balance: $0.00 ********************************************************************+*++******************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 451.25 PF 00100003112300 PLAN CHECK FEES 623 .31 UT 11000003106000 USE TAX 4% 1,892 .16 ----------------------------------------------------------------------------- , . ` :� �-- .., _.. D2�a�r�?ent c�#Camn�unity Development ` `��;� ,��..� , , 75 St�uth Frontage Roa�iv �� " - � _' � :� � �. Vail,,Colarac�Q;-:_8�6�''` � � � °a y '"' >�� . �?�nt�� ..Y� `a �t��,�� " � �� 3 �� s ,a.,� �n.�` � - -��. . s. L-!� y(y �+r��-{y ,{a�_ $ �3 fE � � �, x°5.- �s� ..i��'g � - �`��t-C�X��i S3�t J� �Y:1��'s � � : �� s,� ,�'��,�a ��,� � ` . � r ;' Y , W��? :Y�lY�'h1f il'di�t,`O1f C7�-� ��.� �-,,,�u`a��`g,��=. � '� � Dev,�Io�irnentR��ie�u��;��i��a� 1 ' �fi�� F, �� -" - ° �� s� f'" ' �� s : � �� a � �,��,*"� -�'� �` .��t_ � � �� .�...�.o�:.a.�.:'.:�_�-�'`........,_._.._ ,._ .... .. .,,_-,� .....�..�. . � ' - __.�,,.�,a.�°c��.."`".,,..,w._s.,.�,.�. _�.4��; �RANS�i11lTTA� Ft�Rl1/3 Revisian Submitfais: 1. Field Set"of appraved plans F�1l�ST accompany revisi�ns. 2, t�Jo fu�ther inspectic�s tisifl t�2�erf,�tr;ed us�til the revisior�s are approved&the permit is re-iss�a�d. 3. Fees#ar reviewin3 res isic��,are ��5_GO per hour{2 haur,n(r�imu��ii, �nd ar�due upc�n issua;�ce. _ _ _ __. _._ _ �°C�fi it'�i(:i� ITI��'I'iF1=.iY� i n.-,: -t0: '�tt°C1`.i�Jil: j�j �£.'G'ISIO(1S � / ( 1 Res�or;se�c�Cer A ��on L�f�cr _�__�_�_—�� ----�__.__ C�'t�.i.s_la��_•__�� __ --��';:;�,ne��o�,y or ;e��a�,� !:=, -- ' ' iJCf��iCd JI�IJ{�(i�iiG� � i'` �lD -' C�ta , , ---?-----_ �—�—_ _______ __ --- ---------_ c � �_�,�� r.i(Oj2Ci.citC^<ri,�',G`C''!-'...,. . � � _..;�. ,�, '.'�t t�z�-�� _,. 1R � �• - ._�. ?,?�--- '_F�o >Q.s ,,.t;��.�2r` �Stre<:�i '.'{•: '='i ��—�Z c �0.��.��_� �� t � , , � - — -�`�-� --- - 0.�S-- SuildinglCompiex Name: _ ��..��q,lO1CCL�"��••k►.�. �A.�1_C"� �-��Ll��?_Q_�__C'�T_-__ _ __ __. ___ �� __�„ __ _ _�la�.��.�-`Q..g..� __ . 'i Contact lnformation: :Compar�y:_�C.�S_L�`--�-•_ - — _-- — v -- ; lComp�n,�ti.'�dress� �C��LC_�_Q.�� -------- -- -- --- - ------ ---- —-- _ -- - -- _ • � � _�'�-��--- l�itl�t��4�- :c,ry:�o��_--- --- �._.r :_s c>._._ � _ l(�5 'Coniact Fd�rr�ti: �Q...__�o��t�l�"C� ��'� �-�--------- ---- .:Gonlaci �t�.r,^,g: __��_.�_.4�Y_'__�.3_d�._-- ; ------- -------- b ____ fE-Mail__.__Te_��S��ui_�s_.L___t��b.__.__ - - 1 n -------------- - - _....._ ,. . . _ L�¢.+.'t�a.c�A(z� (�Z-G� f �Val�ationa (�abor��,�aterial�7 � - - --- - - ' ;8uiiding: = _ _�� OQQ -- ------- ---- `Fiumtsing: � /,� / '�{use addilier�a!sh-_e`if necessal�) _. — _"�G�._ . ____-- - " Electrical: �-_-___-'��6?QQ--_ ' Date Received: h4echanical: �-------�'(�_6�Q- 3 Total: � - L� ��V � ; - -�_y� �o�___ __ D __ OCT 1 5 2010 TOWN OF VAIL ,- ;_,�� f` f �r. � l �' �es�gn �e�r��r �Q�r�� A�TI[�� Ft��M � � � D�Partment of C�amrr,unit}r Dev�iopme;st �� 75 South F:�antage Road, VarE, Co{ora�o 83657 te€: 97�.479.�139 fax: �70.479.��45Z w�.�:;=,a-rr�ve��- v�eb: www.vail�4�v,cam Praject Name: ANGELOVICH CHANGE TO APPROVED DRB Number: DRB100491 Project Cescription: ADD ADDITION ON NORTH SIDE. REDUCE THE SITE COVERAGE BY ELIMINATING THE PORTION OF COVERED PORCH; NET DECREASE OF 5Z SQ. FT. Participants: OWNER ANGELOVICH, MICHAEL B. - DUN 09/Z2/2010 4902 TORTUGA PL AUSTIN TX 78731 APPLICANT BETH LEVINF, ARCHITECT 09/2Z/2010 Phone: 970-926-4993 P.O. BOX 18Z5 AVON CO 81620 License: C000001399 ��ject r�ddress; 725 FOREST RD VAIL Location: UNIT A Legal Description: Lot: 6 Block: Z Subdivision: VAIL VILLAGE FILING 6 Parcel Number: Z101-072-1001-0 . . f . Comments: • � BOARQ/STAFF ACl'IQN Motion By: Action: �TAFFAPP Second By: Vote: Date of Approvat: 10/O1/ZO10 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate revie�v committee(,$). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with To�vn of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days fo!lo�ving the date of approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS. Cond: 20Z (PLAN): 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. Planner: RACHEL FRIEDE DRB Fee Paid: $20.00 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .• �ow�o�v�. Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f.970.4792452, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #: B10-0168 Project #: PRJ10-0021 Job Address: 725 FOREST RD VAIL Status. . : ISSUED Location......: UNIT A Applied . . : 07/09/2010 Parcel No....: 210107210010 Issued...: 09/09/2010 Expires. ..: 03/08/2011 OWNER ANGELOVICH,MICHAEL B.-DUN 07/09/2010 4902 TORTUGA PL AUSTIN TX 78731 APPLICANT BECK BUILDING COMPANY 07/09/2010 Phone:970-949-1800 P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR BECK BUILDING COMPANY 07/09/2010 Phone:970-949-1800 P.O.BOX 4030 VAIL CO 81658 License: 117-A Description: ADDITION&REMODEL Occupancy: IRC Valuation: $500,000.00 Type Construction:IRC Total Sq Ft Added: 2048 ...,,.....,�,,,�,�.......�.�,��.�,...,�,�,.x..,�.�x....,...,,,,.,,....,.,..,.,.,.,......,., FEE SUMMARY .,....�x�,.,x.�,x..�.�,>.t„�.t..................�...,�.,,.....,....,,...........,_ Building Permit Fee------> $3,233.75 Will Cal Fee--------------------> $4.00 Total Calculated Fees-------------> $15,446.89 Plan Check-------------------> $2,101.94 Use Tax Fee--------------------> $9,800.00 Additional Fees---------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $15,446.89 Investigation-----------------> $0.00 Recreation Fee-----------------> $307.20 Payments-------------------------------> 515,446.89 Total Calculated Fees--------> $15,446.89 BALANCE DUE------------------------> $0.00 !#RRl1r#RielrkRli�ieYewrttrfYrYnF//fyr/fltrRt�4k4Trf+xfL+41(!li�firfi�i�fli�lirRfRfRRrti�i�f RRf Y�Rf f�Ri�fYrff:kRfYrx4R:k:klRf:kkze�tfiY�#ftYr:kYrf/fYrtYrYr:kf fYrktrlfiYeYeRYrtRwf�zetRrl+RfRtilflfff ffxfRi�#/1r1rf�RRYrYrYrYrlef/fYr1rR�R<f ikfr+tYe�RYr�t�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 informatior 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 OFFICE FROM 8:00 A • 0 P �- �l-�f� Signat e of w r ontractor Date -� �,� ��-�. APrint Name b Id_a It_co n stru ct i o n_pe rm it_041908 .,<x.x,�,........,.�.....................��»,.,�„xx,..,x.,,,.x,,.,,,..,.<..,x,,..,,xx,,,x,..,,..x,,,,,.,>..,x.,>�,.��..,,.,�,.,,,x.,...xx.,,.,.,,.,<..<..,�<.<x,.,.t,..,,.<.,...,... APPROVALS Permit#: 610-0168 as of 09-09-2010 Status: ISSUED ...,,,,,,.,.��...................�,...,.,.,,..,,,.,,.,,,...>.,,..<..,.,,�,,...,,,.,..,,�.,....,z..,.,.....,,.,.,z..>,.,x..,.,......,,.,�.,,,,.,�<xx<.,,.,..,«<,...,.,.>.,....,,.,,. Item: 05100 BUILDING DEPARTMENT 08/04/2010 cg Action: CR COMMENTS SENT TO APPLICANT, SEE LASERFISCHE 09/08/2010 cg Action: AP Item: 05400 PLANNING DEPARTMENT 09/09/2010 RLF Action: AP Item: 05600 FIRE DEPARTMENT 07/12/2010 drhoades Action: COND Sprinkler recommended. •4A#f1r1r1rYrYrf ieRf rtRf fRtrtrffeY�flzzfiiFlr!li�Rlfi(#fi�i�i�iei�krtil�Rktr/Y�trfifiYrRY�YrYrfef Xtff f f xfli(##1ri�i�i�Rflrf trf*Y�4f fiXkf�f�:Ff f�lf tr�4trt*irkRefef�f4i�ieRR1rlfRRRRfilRw#YeYrYrYrfi�t��f iekf fexf kffNlRli�i�fkiei��:kYr�tf xtsrfR+4l1rli(kRi�R/R• See the Conditions section of this Document for any that may apply. bld_alt_construction_perm it_041908 ,,...,.,,...�,.�......................<..,,...,,,,.,.,,<...�.,.x»...�,...<.,,.,,,,,..�...,......<,..,,.......,,,..�...,.�<......�..,....x,,.>...,�>...,,..,.,.............�,,,,..,�. CONDITIONS OF APPROVAL Permit#: 610-0168 as of 09-09-2010 Status: ISSUED ..,,...,,�.,..x,,.,x,�.,..,,,,.,.x....<....................................�....�.,,,.,,,,....,.<..,.....,.<.�„x,,,....,,,.,,.....x...<.,.......,.,x>.>,,..x.,.,,,..,,<..,,...,.,.., Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIRED. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 Cond: 51 (FIRE 2007): MONITORED FIRE ALARM SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 72(2007)AND VFES STANDARDS. bld_alt_con struction_perm it_041908 ##**######*###################*#**#****####*########&####*#�k&#*##**#****##########*#**###### TOWN OF VAIL, COLORADO Statement ***********************************************************«******************************** Statement Number: R100001261 Amount: $13, 344 . 9509/09/201009:35 AM Payment Method: Check Init: RLF Notation: 18914 BECK BUILDING COMPANY Permit No: B10-0168 Type: ADD/A]�T SFR BUILD PERMIT Parcel No: 2101-072-1001-0 Site Address: 725 FOREST RD VAIL Location: UNIT A Tota1 Fees: $15, 446.89 This Payment: $13, 344. 95 Total ALL Pmts: $15, 446.89 Balance: $0.00 ***********************************************************�******************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 3,233.75 RF 11100003112700 RECREATION FEES 307.20 UT 11000003106000 USE TAX 40 9, 800.00 WC 00100003112800 WILL CALL INSPECTION FEE 4 .00 -----------------------------------------------�------------------------------ *s*****�******�**rr****�*************************r***********************************�****** TOWN OF VAIL, COLORADO Statement *:*+�*��*******************:*******��*+************�***«****:rr************r�**********�**** Statement Number: R100000826 Amount: $2,101.94 07/09/201009:36 AM Payment Method: Check Init: JLE Notation: 18699 BECK BUILDING CO ----------------------------------------------------------------------------- Permit No: B10-0168 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-072-1001-0 Site Address: 725 FOREST RD VAIL Location: UNIT A Total Fees: $15,139.69 This Payment: $2,101.94 Total ALL Pmts: $2,101.94 Balance: $13,037.75 r*********�********r*********�**********************************************************�*s* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 2,101.94 -----------------------------------------�----------------------------------- � �*r» � „� x 3 ,'�F �� " �3 �',+sa�"�`� �� ` �t '� r"�' v�h z ' € "� $�1.r a � z`� gq�, �'�.�� .g x �� r � �" d � �,� P � 3 � . �b.'� c. 2 z x S� 1*3�`�'�,% �' �s � ��.. ��'z k a�,} r 't � �'`�wS^�"�,y t i �.�s�"� x €��.�� :'�� : £ � ��r` + .. �j d` ,� :2 �"',xy,�"� :�� ` a �`�f �.t p ,� � �' w,a z `F �a� a- � - a . - �� k' ,'�$; vc t� �# a ��- .;�� . �` '� �.. � �� ,ct. `� �+*� z a u �'?' c� �� -:��+�>. �z%.% -�`...� ��k��ir ,�:g v� � � + � '�� - � � : �"� �-� r�__ .�s > � a�a �`� - ' g < '�a d A U � R �- F,#, 4 sg �9 T�k Zx � a'� �°�� '��` "5"d� .�,t,- � 5 � �� . i � `�� KK� ��,��`� �� epartmen��ofsC�mmut��tyD�v�lopmen�g � � �� : x � �� x7�5 S�ruth Frontage�� .�, s�'°'� ,� �� a«�5µ�'� M �, ��`"Ax x3 � �ts�� .+ ,,'�� .m�.s qaa•?°,,.�=� � � � �Vail�a�,�a �- `�" 'F r � �` � . � �� ,�� .�� ` .�• � ` . � � ,-^o.� � � �F.,s " �� - �� ,�� .��I.�.. � � �� `�� ,� a -°]��£ ~° ;� � � i�. 'k k': ' ,��'" � A i'4'�� '�}e�,'�-�,` M � .k"��•�Pk �'�� ~i ��.�� 3'...7. >�", �- � 'De ��e � ,� �. -�' . � g� � - �. _ � �• . �." BUILDING PERMIT APPLICATION Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. �Project Street Address:� � 4� � Office Use: � 72S �O�G��T� {2O h-f� �' Project#:�(�—(�O o�I � €(Number) (Street) (Suite#) DRB#: �Q.(,�1 O('��8' � �Building/Complex Name: Building Permit#: �—� 4�Og f � �Contractor Information:« � ��tlV�� Lot#: Block# Subdivision: - ;Company: ��'!.�- d N.I L��/�L(i (.�"/�/�� Q # �Company Address: �O pD�G �D�j Detailed Scope and Location of Work: +�al�a d/�'Tt Of� ; �City: �/�� (r State: � Zip:__��(oa$ q-�D A�DITiv� To �CISTlIILEr ; �Contact Name: �O � �/LD L.�IJ V� R�$l �S�� Contact Phone: �'7 d ' L'l4 q ' ��r d D j (use additional sheet'rf necessary) ; E-Mail b��, �� /�1 ��S •G�Ow�- � Work Class: ? Town of Vail Contractor Registration No.: � � � �� New Addition Remodel Re air ' � ( ) ( ) (✓) p ' ( ) Other( ) � X 1� � Work Type / 1 Con tor Signatu (required) Interior( ) Exterior( ) Both(i�j i �� Property Information Type of Building: ; � ; Parcel#: 2(�� ' Q�2 ��j� ' D (O Single-Family( ) Duplex(1�) Multi-Family( ) � �(For parcel#,contact Eagle County Assessors Office at 970-328-8640 or a �visit www.eaglecounty.us/patie) Commercial ( ) Other( ) �� j � ? �Tenant Name: Does a Fire Alarm Exist? Yes( ) No(� i �Owner Name:�1 1 G{��4"�L f��L DfJ!(�f' Monitored Alarm? Yes( ) No( � �� 8�/j�. D�,i,�� Does a Sprinkler System Exist? Yes( ) No( � � 4 Valuations(Labor&Materials) #&Type of Existing Fireplaces: Gas Appliances ' � �- Gas log Wood/Pellet Wood Burning � j Building: $ J��, ODn . OID � � ` #&Type of Proposed Fireplaces:Gas Appliances ✓ � �Plumbing: $ lNl G• �Gas Log Wood/Pellet Wood Buming � � _ ___. _._ _..._._. _ _._ _....... __.._.__ ___. �Electrical: $ �l��i• � �Mechanical: includin fire lace $ (�(,�. �Date Received: �/7 ( 9 P ) � � � � � �/ � Total: $_ SDD. PYJO. D O � D _-------_._.....__.._. .... ... .. ..._. - -� JUL -8 2010 TOWN OF VAlL - ay-10 . Vpll FIRg i k. ; . � � � � � � � D ��R�H��`-`�y Vail Fire Depart t �� -8 2010 Asbestos Testing &Abateme t irements �WN OF 1fqIL Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services from ex- posure to harmful asbestos. The Town of Vail asbestos abatement program is in addition to the State of Colorado's regu- lations. It is your responsibility to be in compliance with the State. Please contact the State directly for their requirements at the contact info listed below. When is asbestos testing reauired? ANY building projects disturbing more than these threshold levels of building materials require asbestos testing: One-and Two-Family Dwellings: 32 square feet All Others (commercial spaces, hotel rooms, etc): 160 square feet Definition of a single-family dwelling: any dwelling unit that is used primarily for a single family, including multi-family/condominium units,and fractional fee units. Asbestos testing results must be provided with your application for a building permit. Tests which identify POSITIVE results at more than 1% require abatement by a State-certified and Vail-registered abate- ment contractor. An asbestos abatement permit must be approved, and the clearance letter must be submitted to the Town of Vail before the building permit will be issued. Project Checklist My project falls into the category checked below: � Wi ot disturb more than the threshold limits identified above. Tested negative, or at 1% or below (1 copies of test results included) � Tested positive at more than 1%, requires abatement (1 copies of test results included) Tips&Facts: • Even recent construction projects may include asbestos-containing materials, so buildings of a�age require testing. • The "1989 Ban" on asbestos-containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit Court of Appeals vacated much of the so-called "Asbestos Ban and Phaseout" rule and remanded it to the EPA.Thus, much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce of many asbestos-containing product categories was set aside and did not take effect." - CDPHE Asbestos test results and abatement permit applications should be submitted to: Town of Vail, Community Development, 75 S Frontage Rd, Vail, CO, 81657. Town of Vail Contact: State of Colorado Contact: Fire Prevention Bureau Colorado Department of Public Health Vail Fire Department and Environment 75 S Frontage Rd Asbestos Compliance Assistance Group Fire_inspectors@vailgov.com 303-692-3158 970-479-2252 asbestos@state.co.us www.vailgov.com www.cdphe.state.co.us 15-May-10 , � Asbestos Inspection and Sampling Report 725��c�res��koad it�t Vafl, CC1 87'657 Presented to: Mr. Tom Solawetz Beck Building Company ' PO Box 4030 Vail, CO 81658 Performed by: Mr. Brandon Sinkbeil DS Consulting, Inc. P.O. Box 6864 Avon, CO 81620 Project Details: DSC Project #: 1944 Conducted: January 25, 2010 DS Consulting, Inc. � L?nmatched Credentials. Superior Results. EXECUTIVE SUMMARY _...................... . ....................................................................................................................... ......... ................................................_............ On January 25, 2010, Mr. Brandon Sinkbeil of DS Consulting, Inc. (DSC) performed a limited inspection and asbestos sampling at 725 Forest Rd. in Vail, Colorado, in order to identify potentially hazardous friable and non-friable asbestos-containing materials (ACM) within a portion of the above-referenced, single family residence scheduled for a remodel. Mr. Sinkbeil performed asbestos bulk-sampling of drywall joint compound,tape and texture (surfacing materials) in a total of three (3) locations within the residence. All three (3) bulk-samples were analyzed by Aerobiology Laboratory Associates (NVLAP #200860) with all three (3) laboratory results being negative for ACM (see AppendixA for laboratory results). 2 � PROJECT OVERVIEW " I. Introduction A limited inspection and bulk-sampling for ACM was conducted at 725 Forest Rd. in Vail, Colorado,by Mr. Sinkbeil on January 25, 2010 at the request of Mr. Tom Solawetz of Beck Building Company. Mr. Sinkbeil is a Colorado State Certified Building Inspector and has EPA Accreditation #13442 (see Appendix B for certificate). The purpose of the inspection was to identify, sample and assess potentially hazardous friable and non-friable ACM within the portions of the residence scheduled for demolition as part of an upcoming remodel. II. Structural Design The structure is a wood-framed,two-story,single family condominium with an unfinished basement. III. Sampling and Analytical Procedures The inspection, assessment and sampling were conducted by an EPA and AHERA accredited Building Inspector qualified by experience, education and training in the recognition of potential ACM and approved bulk-sampling techniques. The asbestos bulk-sampling was conducted on suspect ACM with a limited number of bulk-samples being collected within the residence. The inspection, assessment and sampling were performed in accordance with Environmental Protection Agency/AHERA recommended procedures. These procedures call for the visual inspection of the area of concern and the collection and analysis of representative bulk-samples of suspect material. Some minor destructive sampling was conducted. Walls, columns and perimeter pipe chases were not broken into in order to locate and quantify suspect ACM. It should be noted that additional ACM might be located in these and other inaccessible areas. Random bulk-samples, representative of the suspect asbestos-containing building materials (ACBM) of each homogeneous area (HA), were collected according to the guidelines published as Environmental Protection Agency(EPA) Final Rule: Title II of the Toxic Substances Control Act (TSCA), 15 USC, Sections 2641 through 2654 and in compliance with 40 CFR, Part 763. Representative sampling is based on the following criteria: 1. The distribution of the suspect material throughout the HA. 2. The suspect material's physical characteristics and application. 3. Random sampling patterns determined for each HA. Suspect materials sampled and analyzed should be considered to be representative of materials in each HA if: 1. They exhibit similar physical characteristics; and 2. The application of the sampled material can be correlated to the application of un-sampled material. 3 Bulk-samples collected were analyzed utilizing the EPA's Method for the Determinati n ofAsbestos in Bulk Building Materials (EPA 600/R/116, July, 1993) and the McCrone Research Institute's The Asbestos Particle Atlas as methods references. Analysis of the bulk-samples was performed on the "date reported," as listed in the bulk-sample analysis report. IV. Notes on Report Format Suspect materials alike in appearance and application were sampled as HAs. Suspect materials were divided into three classifications: 1. Surfacing material:sprayed or troweled onto structural building member. 2. Thermal System Insulation (TSI): any type of pipe,boiler,tank, or duct insulation. 3. Miscellaneous: other suspect materials, floor tile, sheet vinyl/linoleum, ceiling tiles, insulation,and finishing materials. Condition assessments were performed by the accredited inspector at the time of inspection. Condition assessments are listed in the following section. Ratings of "good," "damaged," and "significantly damaged"are meant to indicate the overall condition of the material. A material in "good" condition has no visible damage or deterioration, or showing only very limited damage or deterioration. A material in"damaged"condition has the following characteristics: I ■ The surface is crumbling,blistered,water-stained, gouged, marred or otherwise abraded over less than one-tenth of the surface if the damage is evenly distributed (one-quarter if the damage is localized). Accumulation of powder, dust or debris similar in appearance to the suspect material on surfaces beneath the material can be used as confirmatory evidence. A material in "significantly damaged"condition has one or more of the following characteristics: ■ The surface is crumbling or blistered over at least one-tenth of the surface if the damage is evenly distributed (one-quarter if the damage is localized). ■ One-tenth (one-quarter, if localized) of the material is hanging from the surface, deteriorated, or showing adhesive failure. ■ Water stains, gouges, or mars are over at least one-tenth of the surface if the damage is evenly distributed (one-quarter if the damage is localized). Accumulation of powder, dust or debris similar in appearance to the suspect material on surfaces beneath the material can be used as confirmatory evidence. 4 ,�.¢,�.�,�.,�,��, o�.,�._ �.�..��_ _._� __ __ Response-action recommendations for asbestos containing HAs are listed in the section VII. Recommendations may be for more than one HA, if materials are alike. Recommendations are either "general" or "immediate." An immediate recommendation indicates an imminent hazard exists and should be addressed as soon as possible. A general recommendation indicates no imminent hazard exists and no further abatement activities are required for removal of the material. V. Inspector Comments No asbestos-containing materials were identified during the bulk-sampling conducted at 725 Forest Rd. in Vail, Colorado. A total of three (3) bulk-samples were collected from the drywall joint compound,tape and surfacing texture within the residence. All three (3) bulk-samples tested negative for asbestos. VI. Homogeneous Area Descriptions The following section contains sampled HA descriptions and sample locations. Percent-asbestos content for each sample indicated can vary depending on sample locations, homogeneity of the materials, and type of application. The following samples were collected from the condominium at 725 Forest Rd. in Vail, Colorado, on January 25, 2010. The quantities are approximations and are subject to field verification: Homogeneous Area #01 Homogeneous Area #01 Physical Description (layers): White tape; White Physical Description (layers): White tape; White joint compound;White texture w/white paint; texture w/white paint; White joint compound; White tan d all White tan d all Material Classification: Surfacing Material Material Classification: Surfacing Material Sample Location: Drywall in stairwell leading to Sample Location: Drywall in stairwell leading to the basement the basement Material Condition: Good Material Condition: Good Material Quantity: +/- 800 ftz Material Quantity: +/- 800 ftz Sample#: DW-01 Sample#: DW-02 Asbestos Content(layers): Non-detect; Non-detect; Asbestos Content(layers): Non-detect; Non-detect; Non-detect;Non-detect Non-detect; Non-detect Recommendations: EN RAL-See Section VII Recommendations: GENERAL- See Section VII 5 � Homogeneous Area #01 Physical Description (layers): White tape;White joint compound;White texture w/white paint; White tan d all Material Classification: Surfacing Material Sample Location: Drywall in stairwell leading to the basement Material Condition: Good Material Quantity: +�- 800 ftz Sample#: DW-03 Asbestos Content(layers): Non-detect;Non-detect; Non-detect;Non-detect Recommendations: GENERAL-See Section VII VII. Recommendations GENERAL: The laboratory results of the potential ACM sampled at 725 Forest Rd. in Vail, Colorado, indicate that all three (3) bulk-samples were reported as containing no asbestos. All the drywall and surfacing texture throughout the condominium appear to be of the same type and date of application. Therefore, no professional abatement activities are recommended to remove the above-referenced material. 6 APPENDIX A LABORATORY ANALYSIS � 7 �AErzobiolo�y L�tboRa�ra�zy --,r,�„-.` ASSOCIATES, INCORPORATED ,�` CONSULTING LABORATORY Certificate of Analysis 13949 W.Colfax Ave Suite 205 Lakewood,CO 80401 303.232.3746 www.aerobioloav.net Client Name DS Consulting,Inc. �: Date Collected: O1/26/10 Street address i2�37 S.Indiana SY. ��/ aQ� Date Received: Ol/26/10 City,State ZIP L�ilce�vood;CO 8(i22R Date Analyzed: O1/26/10 Attn: Brandon Siiikbeil #200860-o Date Reported: Ol/26/10 Client Project Name: 725 Forest RD.in Vail Project ID: 100205 Job ID: Test Requested: 3002,Asbestos in Bulk Samples Method: Polarized Light Microscopy/Dispersion Staining(PLM),Method for the Determination ofAsbestos in Bulk Building Materials.EPA-600/R-93/116.Julv 1993 Homo- Number Asbestos Detected Non-Asbestos Non-Fibrous Matrix Sam le Identification Physical Description of Sample; geneous of Fibers Material Material Client Lab Sam le Number Additional Comments es/no La ers% area% area% com osition 97°/a 100205-1A White Tape N 4,5% Negative CELL 3 B 100205-1B White Joint Compound N 4,5% Negative 100 C,M DWO1 100205-1C White Texture w/White Paint N 4,7% Negative 100 C,M 15% 100205-1D White/Tan Drywall N 4,83% Negative CELL,FBG 85 G 97% 100205-2A White Tape N 4,5% Negative CELL 3 B 100205-2B White Texture w/White Paint N 4,7% Negative 100 C,M DW02 100205-2C White Joint Compound N 4,10% Negative 100 C,M 15°/a 100205-2D White/Tan Drywall N 4,78% Negative CELL,FBG 85 G 97°/a 100205-3A White Tape N 4,5% Negative CELL 3 B DW03 100205-3B White Joint Compound N 4,7% Negative 100 C,M t +" ��. ° am ump eys Laboratory Analyst " 1 � .. __._.... _.. ,,. __ ,.., ,� . am ump eys Asbestos Laboratory Supervisor n=wmosrte AC=Actinolite AN=Anthophyllite CHRY=Chrysotile CR=Crocidolite TR=Tremolite Trace=Cess Than 1% Page 1 of 3 13949 W.Colfax Ave.Suite 205,Lakewood CO 80401,303232.3746 CELI.=Cellu(ose MW=Mineral Wool FBG=Fiberglass SYN=Synthetic WO=Wollastonite NTR=Non-Asbestiform TR NAC=Non-Asbestiform AC FT=Fibrous Talc AH=Animal Hair Q=Quartz C=Carbonates V=Vermiculite G=Gypsum M=Mica T=Taz P=Pedite O=Organic B=Binder OP=Opaques D=Diatoms �AERQbIQ�C?C,�Y LA�ORATOR�/ --,�„--� ASSOCWTES,INCORPORATED �` CONSULTING LAHQRATORY Certificate of Analysis 13949 W.Colfax Ave sui�e 2os Lakewood,CO 80401 303.232.3746 www.aerobioloav.net Client Name DS Consulting,Inc. �� Date Collected: O1/26/10 Street address 3247 S.Indiana Si. Date Received: O1/26/10 City,State ZIP l,alce��ood,('O 8022R Date Analyzed: 01/26/10 Attn: Braridon Sinkbeil #200860-0 Date Reported: O1/26/10 Client Project Name: 72$Fotest RD. in Vail Project ID: 100205 Job ID: Test Requested: 3002,Asbestos in Bulk Samples Method: Polazized Light Microscopy/Dispersion Staining(PLM),Method for the Determination of Asbes[os in Bulk Building Materials.EPA-600/R-93/116.Julv 1993 Homo- Number Asbestos Detected Non-Asbestos Non-Fibrous MaVix Sam le Identification Physical Description of Sample; geneous of Fibers Material Material Client Lab Sam le Number Additional Comments es/no La ers% azea% azea% com osition ]00205-3C White Texture w/White Paint N 4,10% Negative 100 C,M DW03 20°/a ]00205-3D White/Tan Drywall N 4,78°/a Negative CELL,FBG 80 G �' ,,�• ,�` ,...,,,. c.. .. - z .._.._._ . .r-,r; �� ump eys — Laboratory Analyst ,' ,-- � .. � �.�..,.. _...... . c f __._...,_ . am ump eys Asbestos Laboratory Supervisor A=Amoslte AC=Actinolite AN=Anthophyllite CHRY=Chrysotile CR=Crocidolite TR=Tremolite Trace=Less Than 1% Page 2 of 3 13949 W.Colfax Ave.Suite 205,C,akewood CO 80401,303.232.3746 CELL=Cellulose MW=Mineral Wool FBG=Fiberglass SYN=Synthetic WO=Wollastonite NTR=Non-Asbestiform TR NAC=Non-Asbestiform AC FT=Fibrous Talc AH=Animal Hair Q=Quartz C=Cazbonates V=Vermiculite G=Gypsum M=Mica T=Tar P=Pedite O=Organic B=Binder OP=Opaques D=Diatoms �AERO�IO��C,�� LAbORATORy ---.�,,,-� ASSOCtATES,INCORPORATED �� COVSUITiNG I.ABORATORY Certificate of Analysis 13949 W.Colfau Ave Suite 205 Lakewood,CO 80401 303.232.3746 www.aerobioloqv net DS Consuliing;fnc ��; Date Collected: O1/26/10 3247 S.Indiana St. Date Received: 01/26/10 Lakewood,CO 80228 Date Analyzed: 01/26/10 Brandon Sinkbeil #200860-o Date Reported: O1/26/10 Client Project Name: 7?5 Forest RD.in Vail Project ID: 100205 Job ID: Geoeral Notes ♦ Negative indicates no asbestos was detected;the method detection limit is 1%. ♦ Trace or"<1"indicates asbestos was identified in the sample,but the concentration is less than the method detection limit of 1%. ♦ All regulated asbestos minerals(i.e.chrysotile,amosite,crocidolite,anthophyllite,tremolite,and actinolite)were sought in every layer of each sample,but only those asbestos minerals detected are listed.Amosite is the common name for the asbestiform variety of the minerals cummingtonite and grunterite. Crocidolite is the common name used for the asbestifortn variety of the mineral reibekite. ♦ Tile,vinyl,foam,plastic,and fine powder samples may contain asbestos fibers of such small diameter(<0.25 microns in diameter)that these fibers cannot be detected by PLM. For such samples,more sensitive analytical methods(e.g.TEM,SEM,and XRD)are recommended if greater certainty about asbestos content is required. Semi-quantitative bulk TEM floor tile analysis is accepted under the NESHAPS regulations. ♦ These results aze submitted pursuant to Aerobiology Laboratory Associates,Inc.'s current terms and conditions of sale,including the company's standard warranry and limitation of liability provisions. No responsibility or liability is assumed for the manner in which the results are used or interpreted. ♦ Unless notified in writing to return the samples covered by this report,Aerobiology Laboratory Associates,Inc.will store the samples for a minimum period of thirty(30)days before discarding. A shipping and handling charge will be assessed for the retum of any samples. Notes Reauired bv NVLAP ♦ This report must not be used by the dient to claim product certificatioq approvat,or endorsement by NVLAP,NIST,or any agency of the Federal Govemment. ♦ This test report relates only to the items tested or calibrated. ♦ This report is not valid unless it bears the name of a NVLAP-approved signatory. • My reproduction of this document must include the entire document in order for the report to be valid. 13949 W.Colfaac Ave.Suite 205,Lakewood CO 80401,303232.3746 APPENDIX B CERTIFICATION �� '� � � �a�� s� '��„e��"� ��'�� '�� '� ��'�,�,�t�� , v�e � �m�3� �� t� � X + ..: �, ,�� I r a A$�:t4��a F` +� � �a �a�: 'r �� s � 3 �� ,� �,, t .c �F �,. � ., � <k ;' � � �s � �s �� `� �� " �'3�.� . ,� �` � �� '�.. ��.�� ` '� �`T � :�"� � '�, � �,':,_. � % � €%c�.«.� � �,,��""� 6.` ,��" �i E �fe.�'�T+ � �� .� t � •i� ��£ � ��",A�'� C��` �C�LE�}�� ` ��g�� : � �� ►.��;��►� ; �� ` � �'��I'i�'l��-�t�i'��` � �� ,� � �; ' C°�.�Jc}r�ri�T��:�.�3-t�r�r�t a,f�t'�i�y:�ti �I��;:E� �'� � �Il�i��;31YIT�i11�73t:P'r� � � t - ��kw.;�., u��r f'+�llcxt€c�n C�r�t�"a�L?a�.-e��tt "� � �' � � � , ,A �?� <: � -� � �a t`3t�s ter�iCx��th�� " � �� k �,° � �3r�i�+�c�n �;�nkh►�il ��. 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K : � �� i y� ; Buildin� I n��rt�rr* � �'��"�� , � P�;. �.�.� �>,,� : � �` �� :( 1��uc�i: !�'tta'2fDt�) :�, � ff��'_. - �� a«�'� � �,�C�!!"�5�bY�o �,r��h`:�� 3, r ��` < ��;�� - ' � - � � ` �� d �r � � :� �� ';�� _. ,� �, �..� , � a��,';- �". �3#.rs��,Y,��f�C��a�o-3Ma , � '.� �� , '� ,� ✓ . ;�, .s� �. � �;.. _�.:� . , r `t°Aos i,rrt�fx�rr u x,a8:d a.rd�'ar�rba}�ax�rrtr�#a{a cw�rse��e�xJ�i�ii+w-,�ynnrs�preaa�is��.wirrrr s°rrtzJz+'xrihh ra iu tAr e6>w'aj�tirr y�rw'pJ'xrr"pl�a�k, ' s �� > a � 9� �� u � *�fi.i,.'- ;'��a F.a�^��-� w aay.;�a�.�� «ar.,�.� �%�S t s��r � �'°�Q`r�:��.�. 7 a�� Y.;� ��'j �� ° � � , � � "' �` ' ��y� �- �i� �s�� °� �' � ��. ��: � - �� tu� � �� ` �c �� s e��. a Ysr^.�,,��"Y ..�,�� .�^4 f � ��' ' �%l�v�.� ,s r�. i�a r�' f� - �S��"� t �� '� � v` �. i� e ,y� ° ,a��«�b'� �"�,,�s�� v r.�� '"° �g� "�z,�a�x�"ya '� a .� 3ffi �� r� �'�� }� �� z�t,��`�� . d . .. ,�E�„s��=' �'a� ,�w r..�« ��'=,�r ,w�..�"°�` ��u " r .g>.�.�.,, �E�� ,ad�� p ��,�,x��: 8 � :� � ,!':{'� ?a __: i£ :ti� i... ' i'i 3 i 4 t; � ?3 �F I�,i,' �',3 ti .i .,3 �;F -. i.:.�:'�- � �� .., �l�1—YYL.Jf'l i f 1"7—t'IVY��71 17C�I•�L.f i�V�4��L_ �,,.�,�) .}�.�,..:,:,�_i„j i3,Ji.�'. ,/f=:' � .,ts.,.t`�: ..-il-a June 10, 2010 Michael Angelovich �j� �� v � (� �� 360UB N. Capital of Texas Highway � suicE 3so ��L —8 2010 Austin, Texas 78746 mangelo vich@npraustin.con� � TOWN p o��L110 1 8A Subject: Observation of Hand Dug Pit Excavation, Proposed Basement Addition to Residence, Lot 6A, Block�, Filing 6, Vail Viilage, 725 Forest road, Vail, Colorado Dear Mr. Angelovich: As requested, a representati��e of Hepworth-Pawlak Geotechnical, Inc. ohserved the hand dug pit excavation at the subject site on June l, 2010 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the - foundation design are presented in this report. The services were performed in accordance with our agreemeut for professional engineering services to you, dated May 28, 2010. The residence is the eastei7�half of an unattached duplex on the sifie. The existing crawlspace of the residence is planned to be deepened about 3'/z feet ta allow for the new basement construction. The basement walls will be cast-in-place concrete and the basement floor slab-an-grade. We assume relatively light foundati�n lc�ads. At the time of our site visit, a hand dug pit had been excavated in fhe northwest carner of the crawlspace. The pit was dug by others prior to our arrival on-site. The soils exposed in the pit consisted of relatively dense, slightly silty sandy gravel and cobbles that extended down to the pit depth of 3% feet. The results of a gradation analysis performed on a sample of the coarse granular soils (minus 3 inch fraction)obtained from the pit are presented on Figure 1. No free water was encountered in the pit ar observed in the crawlspace and the soils were slightly inoist. €��.�;��f t �;'��; 4��I , ��' � ,�. � ' � � ;�� . _ ,.'l'�ti31z%�� i�z . , j:r, � si '*, �#a��l)l(i+ ��,� ..�-�t''•.. � �-.� Michael Angelovich June 10, 2010 Page 2 Considering the conditions exposed in the pit excavation and the nature of the proposed construction,spread footittgs placed on the undisturbed natural coazse granular soil designed for an allowable bearing pressure of 2,500 psf should be adequate for support of the proposed basement addition. Footings should be a minimum width of 1 S inches for � continuous waIls and 2 feet for columns. Prior to the footing construction, all existing fill and any loose disturbed soils should be removed and the bearing level extended down to the undisturbed natural coarse granular soils. The footing subgrade should then be moistened and compacted. Exterior footings should be provided with adequate soil cover above their bearirig elevations for frost protection. Continuous foundation walls should be wetl reinforced top and bottom to span Iocal anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should also be designed to resist a lateral earth pressure based on att equivalent fluid unit weight of at least 50 pcf for on-site granular soils, excluding oversized rocks, as backfilL A perimeter foundation drain should be provided around the basement azea to prevent tennporary buildup of hydrostatic pressure behind the walls and prevent wetting of the basement leveL The underdrain system shouId include at least 4 inches o£drain gravel below the basement floor slab. Backfill placed behind the basement walls should be compacted to at least 95%standard Proctor density and the surface graded to prevent ponding within at least 10 feet of the building. The excavation should be carefully done to prevent undermining of the existing structures. We expect excavation and basement vc�all construction will need to done'vn short stretches,typically about 8 to 10 feet widths, to reduce the potential for undermining the existing foundation. The structural engirxeer should review the existing structure and foundation conditions, and provide input on the excavation, shoring and new foundation construction sec�uence. We should observe the new footing area excavations as they are exposed to evaluate the foundation soil bearing conditions. The recommendations submitted in this letter are based on our observation of the soils exposed within the pit exca.vation 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 pit depth and at other areas of the have equaI or better support than those exposed in the pit. The risk of foundation movement may be greater than indicated in this report because of possi�ble variations in the Job No. 110 148A Gec�SbeCl'� . , Michael Angelovich June 10, 2010 Page 3 subsurtace conditions. It is possible the data obtained by subsurface exploration could change the recommendations contained in fhis letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC}developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Ifyou have any questions or need further assistance, please call our offce. Sincerely, HEPWORT ��?'I�NICAL, INC. � �� ``�� #�, .„ �• �drr � : a � � .��, ,,,�s� ",� � � � David A. Young, �F,b; g � •, 2-2i B , �, �O�',6 7(—/t]�j �: Rev by: S.LP ��i��'SS+��•��` tl�ttttiti�� DAY/ksw attachments Figure l, Gradation Test Results ec: Beck Building Company—Bab Brownlee{bob cr,beckbuilds.com) Beck Building Company—Tom Solawetz{tom(c�,beckbuilds.com) Beth Levine, Architect—(bethC�bethlevinearchitect.com) Job No. 110 148A C�c�tecf�l � � � � � � � � � .-. �■ .�-. � .• r � .� �� i � � ►� ...�� ..r��CC .��.��.��.��.��.�.��.�� ,..�.��.��...��,�.� �.�.�..�� .�.�� .��..��.��.� � ��.��.� �� .��..��.� �� .��.��.��.��.� �� r��w��r�� '.1 1 � ��i��r�r� ��w��r� �� w�� nm�� r�w�� r�� r�� rw��w�� =�r�r�� :l � �� i �i�r�� i�� aw��r� � � ��w�� r�� r�r�� w��a� �� .�� r�� w��i��w �� ..i��r�� .�� =��i��r��—�� 1 1 �� i� �� r� ��r� �� r��r��`�� i��r��r��r�� w��r�� r��a��rra�� a�� ^..r��i�� rr� .� .� ��.�� n�� -��i�Y� ��w��1�� -�� -��t��'�� -��-��!��5� �-��-��-�-��r�� r��i��`�� -��r�t��A�� 5�� s s�� i�� 1�� r� �I+��-�� si�� r�� i��al�t� ��r� � ��t�� r��ra��r� � �� i ��.��r� ��'�� a ��i��r�r�� .� �� r� ��' •1 �� w� �� '�� r� �w�� `.��r�� r�� .��a� �� w��r��r�� i�� s��r� � ��.��i� �� w � ��r��r� ��A�� i��A�� A��rr��r��r��tr� ��i��w�� i��r��r�� w��== 1 :1 �� a��r� ��i��ra� ��r �� _�� i�� i��.� ��r�� r � ��r�� a��i��s ��r��i�� w��'��i��r�� w�� •� ��-`�� li�� - �� -�� r��r�� -I-��w�� `-��-�� ■��-��-�� -��s��l�� -��r�� f�A�r��-�� =�� Y� ��I� �� 11 �� 1 11• � : � 1 � •� 11 •1� ' 1 1 � • � . ar' C�'-.'.�'+`„��""7�'�'"-� � � � � � � � • � " �� i• • • � • • • • � � , � • � � V ��.« � � , � • � • ' i I � I � � � �WI�VFYAII, t SPEG[AL t�lSPECTtON AN�TESTiNG SCHEDULE {tBC'!T04} � ' Pe�ni##,�,� - C�( �� ; Proje�t Name: �_ c�� yr��-��..��..� ' Owner's hlame: Tesfing Inspecfion Si�naturP 3'rintName Dafe A snc � �� 4.7�- ,�o��1zi �o��OC..�- �'��'�d ' 9 Y• � T6StttlB{i1S�Ct10� Signature Pri�r�Name Date 1 Hareby cer#ifies ihat the 7estir�llns}�r�ion l�qency named abave has been engaged to perform strucfural tests and i inspedions during construction as cfiecked below,to satisfy alt applieabts portions of ihe Building Cocie. � Prior fo finai inspection, #he Inspection Agency shall submit a statement ihat aEl Nams of designated wark per�armed were reported. Any items checked buf nat tested ar i�spected wii!be noted and explained. Whensver any designated � items on the list are ready for sampting,.testing, or 9nspection, i#shall be the responsibiEify of ihe contractor.ta give. _ _ } tims�y notice#o#he Inspectifln agency so fha#!he sequired sen€ices may be per#ormed. � i REIFIFORCING STEEL: UNDERPINNING: Tensile 8 Rend,one set per heat per tons TemporaryiPermaneni InspecEion o€Piacement inspe�tion of Steef FabricaC�on � lnspeciian of SNelding Insper;tian of Reinforcing 8 Farms EP�, inspectian e�f Concaefe Rtaceme�t InsgeiEion of Tiebacks NiASQNRY: Preiim.Rctt�ptance Tests{Masoary Units,UVall Prisms) SOIL NAILS: SubsequeM Tests(Mortar,Groat,�`reld Wali Prisms) ______ 'femporary Shoring Cnspecfion o+PlacemenY and Groufing Permanent WatE � i CONCRETE SHOTCRET�,GRt}UT AND MQf?TAR; S7RUCTURAL STEEL; Concrete Shat Grout i,�or#et Sample�Test{i,ist speciiic members below) Aggregate tesisfordesign � ShoP�dent�catian&Weiding Inspection � Suitability af ag�regates Shop Ultrasoriic InspecEion A1ix pesia�s Shop Radiography TQSt Pane1 � Fie(d U�etciing lnspsCf+on Batch Plant lnspection ��8��9�nspeCYia� _.__ ` Cement Grab 6ample — Field Ultrasonic[nspecfion lnspeet Ptacing �ield Rad4ography Compressiort 7QS#s Meia!Deck 1Nelding Inspectian Cast Specimens FlREPROO�i NG: � — ---- Pick-up Samples (nspectian 8 Placernent f Sh:^inkage 6ars Yieid�hack __ SOILS. � Air Gheck Acceptance Tests � �ry Unitwe3ght Nlo3sture-aensify�eterm➢nation PRECAST CONCRETE: Field Density � Reinforcing Tests �ritted Piecs ' inspscfion of Reinforcing PlacemenY _� Deep Foundation Tendon Tests Inspectian of Tendon Placemenf STRi1G7{lRAI WOOD: lnsp�iian of Concrete Piacemenf inspecfion of Fabricafion Inspectian a(Corscrefe Batching (tlSp2C.f[Ofi Of TCUSS.IOittl FBbTfC2fl4Jt fnspecfion oF f'anel Aitachment�Inserts Sample&Test Components ; Compressfon Tests tnspectian afi Gtu Larn Fabrication }nsp�ciion of SfressingFtransfer ! SMOKE CONTliD[.: PILitJG,CAISSONS,CAPS,71ES: inspection of Reiniorcing Piacement SPECIAL CASES: 1 inspection af ConcreYe P€acemeot � lnspection af Canccete Balching SPEClAL INSPECTION: Ssismic Resisiance SpecTly ofher tests,inspeciions or special insfructions rsqurred. YVirxi Requirements ' � 1 � _4.. ? ; a � . 3 Job Name:��.,n�a�ov��...— uv.,� ' ;1 Job Address: 7�:�' �cr rt,•,zs-� t�.c�o�r�. ; ��, Psrmit#�o.. '[?,�,.('}=L"?��E3 i SPECIAL INSPECTIC3N AN�TESTtNG AGREEM�N'f � I To a iican#s of ro'acts ra utrin Special!ns �ction or Testln er Section 970�1 of fhe 1BC ; { PR P l g 9 p 9 p ) 1 The owner or hisJher representafive, on fhe advice of th� design professianai in responsble charge, shall ; complete, seal, sign an�# submit a copy af the Special Inspeciion Agreemenf and Structuraf Tesfs . � Scheduled to fhe Town of Vaii for review and approvale Si�natures are rec{uired on bafh pages; photocopied or faxed signafures ace accepfable.. The owner and hislher gensrai confrac�or, where applicabte, shaEl aiso acknowledge fhe folJo�ving cand'stions apptieatile to Special dnspeciian Testing: 1. Contrac#or is responsible for proper natification ta #hs inspecfion or Testing agency for items lisfed.(Paga'i) (1BC 1?t}�}) 2. {�nly tlte iesfing iaboratary shauld fake samples and transport them ta fheir laboratory. 3. Copies of all labo�atory repor#s and inspecfions are to be senf directly fo the 3own of Vail by fhe Testing agency on a weekly basis. 4. lnspection agency to submit names and quatifications of on-site spsciai inspectors #o the 7own of Vait #or review and appravaE.(Page 2) 5. The special inspector is respansible to immediateiy notify fhe Town of Vai3 Buiiding t7fficia[ in writing of any concerns ansitor problerns enco�ntered. 6. It is the responsibility of the contractar fo review fhe Town af Vai( approved p�ans for addifionaE inspection or testing requirements that may be noted. A pre-constructian conference af the job site is , recammended to revisw specia[inspecfion pracedures. 7. The specia(inspectar si�a11 use oniy the Towrt of Vai(appraved drawings. 8, AI( spe�ial insy�e�#is�n fsld reports must be left on sife for revisw by the Town of Vai( stafF prior to � requlred inspecfions or re-inspections. BEFORE OCCUPAI�}CY W1LL BE GF2A1dTED: The speciai inspection agency sha!( subm`tt a signed and � sea(ed statement thai all items requiring fesiing and inspection were fui�(led arid reported_ Those items no# tested and/or inspected shaft be noted in this stafement. A copy of the staiemenf shaif be maintained at the job sife for fhe Building Inspector's review prior fo finai inspection. Acknowledgernsnt. ! Owner: I Signatate Prini Name Date � Speciaf Insp on , �. ! � a��,�y: 1��1�`�� t;ob�vzT H. �'c�\loc.,�-- 6 -3,3-1 b ; ' nature Prinf Nama Lrate � Praject � ! A,�nr�n�: I�r-� ��►U►17ur-� z3 !a Signature Ptint�'ame bate Canfractor: �a��a 1�.��v re Prinf Name Oafe � ��2,C1� ,,��l�.e� ��. v 3 i _�_ I CONCEPT MECHANICAL, INC. PLUMBING • HEATING • SYSTEM DESIGN P.O. BOX 1165 AVON, COLORADO 81620 PHONE: (970)949-0200 FAX: (970)949-0300 � � �� August 18, 2010 Town of Vail Building Department Ta�v��►f�►i� 75 South Frontage Road �C� ��p� Vail, CO 81657 �� RE: Angelovich Dunn; 725 Forest Road A Side; Vail, Colorado Mechanical and Plumbing Information To Whom It May Concern: We have completed our heat loss calculations for this project. The heat loss for the home is approximately 53,290 Btuh. Calculations are based on 70°F interior temperature and -20° F exterior design temperature. This is an existing home that will receive a new high efficiency boiler to accommodate the project energy loads. There are seven(7)zones of baseboard and radiant floor heat-- three existing zones of baseboard and four new zones of radiant floor heat. There will be one boiler rated at 285,000 Btuh input serving the home heating zones, provide energy for domestic hot water production, and provide energy for melting approximately 740 square feet of project snowmelt. There will be one 120-gallon storage tank with internal heat exchanger providing domestic hot water to the home. The upper level master suite will have a ducted air conditioning system installed along with humidification. I have enclosed our heat loss calculations, DWV and water schematics, gas piping schematic,mechanical room plan, and cut sheets on the boiler and hot water sidearm tank. Please do not hesitate to call with any questions. Thank you. Sincerely yours, '�•�.�:��s�, cA �c 9. . . �: z; . . Q 4 ` . ��`�j.�y '�' • .••�� .J Timothy J. Rosen, P.E.; V.P./Secretary �,�tj��'sN��-�`r� z.;;�+1�';i/�:�� .. '+ , �. �,:�'�... Cc: Ms. Beth Levine; Beth Levine Architect, Inc. �j-�[ 8.ZOlD Mr. Tom Solawetz, Project Manager; Beck Building Company �� :•: �� • � ;; �� ►' := � � �.�► ' . . . - S.�� _� � � / '� ' ' ' I , i I � ' r , ` � �, � = ' ' � � � r •� � � _ � �_�� • �' p I �� . � �--� __-��' -----•----J � , ---------- /. ,. � � � � � Si i� 1 . • � % ----�,--� � � , • � � � ► � �� ✓ r_ � �� . � • � � � � :.� i� _ r � �r i �' �� _��j � �11I1 _ % . � , � � a . _ ��. � ��1 �.�'� � �` � \� I r � � � �� ' ' I � � I i� �� ■ � � , �1, O��N��N��N� • ■ _ � �� • �h � ► � � .�� •1 �� a �B �� / , •►-� �N.. - � � � �a -.��' ��v' �� O �� , �v \�� , M ------1--------- � -�M ' �� . - �;,_ Q _� � T � � � W � 0 0 I � � 2 � m 0 � o g z W � � 2 Q � d� U Z :.� V Wo Zo� _�� Q F�o°Oo � V � o�o a '��o = Zoo� W �Q�O � W�c, ..�' _� � a . � � x U � o��i ZZm omo U ?� � a � 0 m 0 w Y W _ U J a U � 1`.lc7Tt=� '• I .`r'�� 75'0�0��- 2 , �j,(i�.�.r.� � q3o��- �. -� _ g0 ��t�r v. ZZ,v�.G 4- C� '��-� = . S� �� 1 �/� K�«t�� C�.�i�c� ��✓-�(a'�,F��i I `� f3�i !�. ` 255;crsa��, 3�� FN� M�=�v�� gz�°°a �3-Fc�� l 02 c�- � � S.-(�.-Zo La �--t v►��t�. c.��C�-CF�vrv �� 7�,00a�vl� �C� CF�- ��d��k�'� �� f ��' ` ' r � .,,� � !/ ��.0 ��v �t�t.� (�. �t�L�Pt.�� z.��od 6�� oZ��. C� PIP��I�r �G�r�r,�--�� /S�o 5�.�-t� 3�� o �LT�p 1 T' �'�C tS'�G C-r/r5 t�ln.�'t�L �� "�v � v�u � �f�.� . �-�{�-- y�� s �C7�C`�a J� �- t��c,,.� ��s t.oJ�_ � � � � a 0 CflNCEPT I�lEGHANiCAL, rNC. � -��Y�'� "" �U�� PtUMBtNG • HEATtNG • SYSTEM QESlGN �� / �F � P.O, 8ax 1165 Avon, Calorado 81620 Phone: (97fl}949-OZQO — .. Fax: {�70) 949-0300 CALCUUITED BY �.� vn� � f? �/� CHECKED BY DAl'E / • scat.� ��-3 SC�s+�.j► e. I 1 A 9 R d � � � 4 8 1 -1 K � - d 1 J 5 4 I 1 ° [ ' P 1 t J i f.. p . � ��! �.C'� �� /Q�"� e ' �+...�.�..... ,w�e...g��' . � � - �► 3., � , c ! y - / � � ,� '�'� � `. t.��s � 3�� d ' �'x�t�•h) ��, 1�� _ C — f�io�,,,c� �„ Er„:��'w� �.►r �1�� _ � _wf� n.f #, a��, g 1 -1�v � �'�� E � _ �<��.� s:« � y ,� � 7t�1�1'�'�j...-- C a1'''��i ' - .. 3 .. -3 /.►�s � �� dy� � 'c/'� �`� � �D �C�.s� 6 , � �4 w+� /�re � f� ��t't� �1t��t��l f'"► � � � - �.'/G. / ° I tR�� i w+� �iv r / s 1�� : .. � � � � R /�✓� l�j y - / ' ,b-Y ��•� �c �, n /- ��,�if,��i�,,.-►� G.�wr �v � 1+ �t�'� Y�/►''� �.,�y�+��'h � caNC�pT �w�cHa�,�cA�.. �rvc, .►� ,��v�c�- �v.v,� PLUMBING � HEATING • SYSTEM QESlGN / P.O. Bax 11F>5 Avon, Coloradfl 8162Q 9H��`"°. � °� Phone: C970)949-�2U0 c�cu�usFner �5 o,�re �^f�—1� Fax: (970} 949-�3U0 CHECKEO 6Y DA7E SCALE_ `�'�� t s a n r i z a e e 1 �� e e a a � i i - n ' e ?/y �' S�•..�. � !� � ' �''8 /y�iRf��'' n `r• � a /4✓s �'�� _ �►� � . ` ^,��. �i a�'' � . _ � +�/G r � �,y �� : T� � � ; a . 3 G1� 7-�rr� �G��r �X�f�'� Jay �r�tv�1+!t �jj p � �I t P 'rf}'�' t�CSw� �ey�` s _ , �. � j� �� s � �r f �'!R � } y� !!� ,. �`� ja.r-v !"r r i � /� v , i• �f��.�ior a .3�yj ��,. �/� a liy f,� �� 6 /... � �',. �3 ., � y �,�� ! �f�•► f ��yPy�� F f � �GI� l�'�t� �'''�P%1(1�i �C:�f'�l�--I� ° sc.�r.�` ° �D 5 � n eM�n�rr.��Iln CA�iCEPT MECHANIGAL, fNG. .� ��/�'`""�V�� PI.UMk�ING • NEATtNG • SYSTEM QESfGN r�EEfNO. 1 oF t P.O. Box 1165 Avon, Cnlnrada 8162� , PhOne: (970}949-02a0 e��cuwrEOSV �s oarE �^l7�fd Fax: t970) 949-0340 CHECKED BY UATE 3�AtE f`F�IF� 1 i 6 0 1 5 8 = ll 1 i 6 - - - _- N 3 l ) 6 S 1 3/y ��+ � y� � ]�� J�ts ��► r � J�✓s ��-'f'� • . - } !� . ,,�,1� �,v�-► z � � b �j " ' � � T� �� . , - �w T-�i �Yjk's��r � � . / _ . �'1! 7t�r�� .'YdlM�R � 6 ��rf"�'"�' fPG�A� �tY� , � ��, �' ,,y �, ,�•r t,w It f ) �� /01✓'v f+V t �x ,�� +` I� v 3 j� ��td,��o� - �+ J,�� ,,� ,� /- � 3r� :� a1� �ti ° 1 �,;,•"�f-«� ,� ` ��+��]� �'!f /�ClEt ��.�1��")�„ � a , � CONCEPT MECHANICAL, INC. ��B-+��--C��f'J PLUMBING • HEATING • SYSTEM DESIGN SHEETNO. ( oF � P.O. Box 1165 Avon, Colorado 81620 �h{�[�1 , Phone: (970) 949-0200 CALCULATEDBYTV� DATEV"� P`� /d Fax: (970) 949-0300 CHECKED BY DATE SCALE �o sS S v�c�u�.'� �- G�l�l /��t�c-�T ll. ��0 1��Lr 2 . 1� ��c� 3, �� 0 3 . l� ��_y � � � (�l c�� , � 'l� �". f3�I� �7 13�-�-f-�o� `�� s° C�- ��1��1��;- 3� v o0 � . ��r��..#3 ��i-� y 4 i a , C - � � , p�iy��z �� o Z zo � r�� . f�� 3 s� o �� `� `�. [`��6�{ � 7 � ��T� "' ,�3, 2-�ro ��71 � � �-t�H � ��'� S� '�'�" �� 3o��7z ��v�-�'v r�--= ��✓3,�°I v -�- ��fo�c<<o� -F- Cra�,dov�.$ � v�- [.�/CZ O�F�S �' ��go �-��,�- ��. : �.��, � �1� � � �n oa,/ : ��f��v�2 r�'�cnG 1� 0�/--2�S KNIGHT°BOILER DIMENSIONS AND SPECIFICATIONS- FLOOR—STANDING MODELS WALL—MOUNT MODELS t----K ,s• ELECTRICAI. � �-�rz� CONNECilONS T-- � H S qIR INLET M�de�S: INLET OUTLET KBN 081-211 1 �S FLUE O qIRINLET 30.11<'Zgy4 FLUE FLU H s y�rypT SIDE iairs• �`+�� CONDENSATE 11�i1d' �MIN - 6.1/2' � no�usrne�� MOde15: )-14• FE 11a•-1-v1• �15-1/Z' 3' �� WBN051-211 BACK � LEFT SIDE FRONT 29-'�d' F--�- EIECTRICNL CONNECTIONS � GAS MOdCI: AIRWIET Tpp C KBN286 e�ecTaicu. INLET OUTLET CONNECTIONS A �y ��i 39-t/2'J9' 00 00 FLUE I H FLUE yqM-Np� OUTLET �� CONOENSATE 18-YC' �FAIN 13-314' F O � G • �4• 3' � AOJUSTROLE� INLET &1/' CONDENSATE B FE 1/0'-1-1/<' 15,1/Y DMIN . .F�-1S1(C� 3-1 �� BO�OM �R KNIGHT HEATING BOILER �R DIMENSIONS AND SPECIFICATIONS �� WBNO51 10 SO 95.3 4S 39 29-1/4 15-3/4 NA 10-314 10-3/4 2 6-3/4 NA 3 1/4 4-1/4 2 3/4 1/2 '1 2 2 130 — - — ---- -- WBN081 16 80 9S3 72 b3 29-1/4° 15-3/4" NA 10-3/4" 10-3/4" 2" 6-3/4" NA 3-i/4" 4-1/4" 2-314" 1/2" 1" 2° 2" 130 WBN106 21 105 95.4 94 82 29-1/4 15-3/4" NA 10-3/4" 10-3/4 3-i/2" 5-1/2 NA 3-1/4 4-1/4' 2-3/4" 1/2 1" 2 2 134 WBNisI 30 150 95.5 135 119 29-1/4' 203/4 NA 15-3/4 8-1/2" 3-1/2" 5-1/2 NA 8-3/4' 9-3/4 1-1/2" 112 1 3 3 lbl— WBN211 42 210 95.7 190 165 29-1/4 25 NA 20 12 3-1/2 5-1R NA 13' 14 1-1/2 1/2 1 3 3 171 KBN081 16 80 953 12 63 33-1/4 14 1 5-3/4 5 3 20-1/2 22 13/4 6-1/2 NA t/2 1 3 3 125 K8N106 21 105 95.4 94 82 33-1/4 14" 6-1/2° 5-3/4 41/2 1-1/2" 20-1/2 22 1-3/4 6-1/2 NA 1R 1" 3' 3 129 KBNi51 30 150 95.5 135 119 33-1/4 18" 12-1/4 11-1R 10" 1-3/8 21-1/4 23 1-3/4" 12 NA 1/2 1 3 3 157 KBN211 42 210 95.7 190 165 33-1/4' 22-1/4 16-i/2 15-3(4 141/4" 5-1/4 21-i/4 23 1-3/4 16-114 NA 1/2 1 3' 3 �KBN286 57 285 96.0 260 226 42-1/4" 19-314° 12-3/4" 13-1/2" 6" 2" 34° 31" il-3/4' 41/4" NA 3/4" 1-1/4° 4' 4" 224 Nofes:Indoorinstallation only.All information subject to change.Change"N"to"L"(or LPgas models. SMART SYSTEMT'"FEATURES STANDARD FEATURES >SMART SYSTEM Digital Operating Contrat >High-Voltage Terminal5trip >Energy Star*"'Quatified >Multi-Cofored Graphic LCD Display >120 VAC�60 Hertz/1 Phase Power Supply >Up to 96%DOE AFUE E�ciency with Navigation Dial and Soft Keys >Three Sets of Pump Contacts >Modulating Bumer with 5:1 Turndown >Three Setpoint Temperature Inputs >LowVoltage Terminal Strip >Direct-Spark Ignition >Built•in Cascading Sequencer for up to 8 Boilers >24 VAC Device Relay >Low-NOx Operation >Lead Lag >Proving Switch Contacts >Field Convertible from Natural to LP Gas >Efficiency Optimization >Flow Switch Contacts >ASME Stainless Steel Heat Exchanger >Outdoor Reset Control with Outdoor Air Sensor >Alarm on Any Failure Contacts >30 psi ASME Relief Valve >Programmable for Three Reset Temperature Inputs >Runtime Contacts >Vertical&Horizontal Direct-Vent >Programmable System E�ciency Optimizers >DHW Thermostat Contacts >PVC,CPVC or SS Venting up to 100 feet �Night Setback >3 Space Heat Thermostat Contacts >Factory Supplied Sidewall Vent Termination �DHW Night Setback >System Sensor Contacts >Smart System Control �Anti-Cycling >DHW Tank Sensor Contacts >Condensate Trap !Outdoor Air Reset Curve >Outdoor Air Sensor Contads >Other Features ?Ramp Delay >Cascade Contads >Automatic Reset High Limit +Boost Temperature&Time >0-lOVDC BMS External Control Contact >Boiler Ciralating Pump >1'hree Pump Control >0-30VDC Boiler Rate Output Contads >Adjustable Leveling Legs(KB Models only) �System Pump with Parameter for >0-30VDC Variable Speed System Pump Signal Input >Wall-Mount Bracket(WB Models only) Continuous Operation >0-lOVDC Signal to Control Variable >Zero Ctearances to Combustible Materials >Boiler Pump with Variahle Speed Pump Controt* Speed Boiler Pump >12-Year Limited Warranry(See Warranty for Details) �Domestic Hot Water Pump >Modbus Contacts �PTIONAL EQUIPMENT >Domestic Hot Water Prioritization >Time Clock >Modbus Communication Board >DHW tank piped with priority in the boiier loop >Data Logging >Adjustable High Limit w/Manual Reset >DHW tank piped as a zone in the system with >Hours Running,Space Heating >Flow Switch the pumps controlled by the Smart System >Hours Running,Domestic Hot Water >Low-Water Cutoff w/Manual Reset&Test >DNW Modulation Limiting >Ignition Attempts >Separately Adjustable SH�DHW Switching Times* >Last 10 Lockouts >Aiarm Bell >Building Management System Integration >Access to BMS Settings through Graphic LCD Display >Concentric Vent Kit >MODBUS Communication(Optional) >Maintenance Reminder >SMART SYSTEM PC Software �0-lOVDC Input to Control Modulation or Set Point >Custom Maintenance Reminderwith Contractor Info >Stack Frame >0-lOVDC Modulation Rate Output >InstalferAbilityto De-activate Service Reminder FIRING CODES >0-lOVDC Input Signal from Variable >Low-Water Flow Safety Control&Indiwtion >M9 Standard Construction Speed System Pump* )Password Searity >M7 Califomia Code >0-10VDC Input to Enable/Disable call for heat >Customizable Freeze Protectian Parameters *Erclusive/eature,availa6le only(rom Lochinvar ��—� �� H �.°' � w�� L0�111I1v�Y'�' M E m 8 E R � Patent Pending ��/ Nigh F�i�ency�Vater Neuters,Ru�li-s en�l Piol il.uier� � � . � � 1 1 � " � . � � • � � � � � � � � 1 �� l �-� � CONCEPT MECHANICAL, INC. - HEAT LOSS TAKE-OFF FORM Page � of 9 BY Tim Rosen DATE S--�� a PROJECT �j-,cJ�Etrv v c c� LOCATION V�t L, Colorado INSIDE DESIGN TEMP-I'`Z�F - - EXTERIOR DL�IGN TEMP ^�f AREA OR ZONE CALCULATED oV�Lv `3�-s�iu�c/'T �/�l--�t�o/2.� ROOMSIZE: �.� � 1,C5� O•33.�Z,��S ^D•�o . �t,cllovT � `c� ROOM VOLUME: <g"O,5�� X'�'�Z�,�� •,��k � � �► � � ��!�c �Zo�S Xo�8/ r �f��0 BELOW-GRADE WALL:�f�S(��jD�� •lo( GROSS WALL AREA �2.0 C�J fb'�?�'O •S7e �?D° _ 'J�� 7 GLAS S AREA �j �c�J ��. 3� X�O° _ l a�� r - DOOR AREA /uO�L= \� ., � NET WALL AREA �j Cq � � �S��C g��- J�--� FLOOR AREA �S�•G�� Ds�� •� " I��l0 GROSS CEILING OR ROOF AREA�. /<!p/��' - SKYLIGHT AREA -- NET CEII,ING OR ROOF AREA -- - FLOOR COVERING"R" VALUE HEAT LOSS (Btuh) _ `1` ��p Q HEAT LOSS/SQUARE FOOT (Btuh/sq. ft.) _ � 1/s"Wirsbo hePex pipe spacing= � � . ;. .� ,'�� , CONCEPT MECHAIVICAL, INC. � HEAT LOSS TAKE-OFF FORM Page � of 9 BY Tim Rosen DATE 8�� o PROJECT �}--,c�4Et�,v r c� LOCATION V�t L, Colorado INSIDE DESIGN TEMP-�-`Zo�F - EXTERIOR DL�1GN TEMP �� oR zor� c�.cu��n _ 1.7/�/NG C, ��l'S 7��-,. ��lZI� ROOM SIZE: /�'D y� ROOM VOLUME: �� J� �� ) ��. �fp = �S� BELOW-GRADE WALL: /�� GROSS WALL AREA � 7� t�j GLASSAREA ��' � �,d` 3cfxp0 °= �L� �d � . DOOR AREA � t� --� NET WALL AREA /� 3l 7" �C' D-��l k�d°; 1 U C�o b FLOOR AREA �b�� -�p� S� GROSS CEILING OR ROOF AREA �p��`- SKYLIGHT AREA — NET CEII,ING OR ROOF AREA ^ - FLOOR COVERING "R° VALUE HEAT LOSS (Btuh) _ �lj�� b HEAT LOSS/SQUARE FOOT (Btuh/sq. ft.) _ � � 1/�"Wirsbo hePex pipe spacing= . r i. ,'� � CONCEPT MECHAIVICAL, INC. HEAT LOSS TAKE-OFF FORM � Page � of 9 BY Tim Rosen DATE 8�� O PROJECT �j-,v4Et�v r c,r-� LOCATTON V�t L, Colorado INSIDE DESIGN TEMP�-`7D°F � EXTERIOR DL�tGN TEMp �-- Zo��= �� AREA OR ZONE CALCULATED �! TZ�f�-��%Ur��i �/�� 11N�� ROOM SIZE: ��s� �� ROOM VOLUME: �al��C g'� x�•c�p ^ �� 13�� BELOW-GR.ADE WALL: /C�ON�'� GROSS WALL AREA ��~j c�S GLASS AREA p� � � k d. 3� ��Q° ^ �� , - DOOR AREA "o�� x�`7�.?l" �C Q'O� ; 7 �d NET WALL AREA ��r !�j X� .O�l �c �� -' ��'' � FLOOR AREA �D/�� GROSS CEILING OR ROOF AREA �p,�� SKYLIGHT AREA NET CEILING OR ROOF AREA "' . FLOOR COVERING "R" VALLTE HEAT LOSS (Btuh} _ �Z2p HEAT LOSS/SQUARE FOOT (Btuh/sq. ft.) _ 1/z"Wirsbo hePex pipe spacing= , � � , �. ,'�� CONCEPT MECHAivICAL, INC. " HEAT LOSS TAKE-OFF FORM Page�of 9 BY Tim Rosen DATE 8�-�'7- ��o PROJECT ,�,cJ4Et�v� c� LOCATTON V�t L, Colorado INSIDE DESIGN TEMP�--`�Zo°F " EXTERIOR D��iGN TEMP �- Zomj= �� AREA OR ZONE CALCULATED _ L 1 (///�/C'-� ��C�S T C-� l�vf�,�� ROOM SIZE: �7a �J ROOM VOLUME:��~f O JC �'j�J x a,�� a-�� .�� BELOW-GRADE WALL: �f.�QiV� GROS S WALL AREA '7��j� GLASS AREA �$' � k�j -3 �f��° = �.`'j�t O { �- DOOR AREA �,�j�� (� �� 3 K�� '`I� C� NET WALL AREA � �t f c�j �-O-D��,�+v�^ �-�1 � � '�7 FLOOR AREA �/o�tC� ��>o�� GROSS CEILING OR ROOF AREA �p�(�' SKYLIGHT AREA — NET CEII.ING OR ROOF AREA — . FLOOR COVERING "R° VALUE HEAT LOSS (Btuh)= g'�70 HEAT LOSS/SQUARE FOOT (Btuh/sq. ft.) _ � 1/z"Wirsbo hePex pipe spacing= _,,,. . 1 • �. {� � ? � CONCEPT MECHArTICAL, INC. " HEAT LOSS TAKE-OFF FORM Page �of 9 BY Tim Rosen DA� 8�7- 2oi p PROJECT �}--,cl��l�v r c�{ LOCATION V�L, Colorado INSIDE DESIGN TEMP-�-`ZD�F � EXTERIOR D��IGN TEMP -- Zom�' �i..r�.�.� AREA OR ZONE CALCULATED _ � /200 i?�� f /j�J'�l f p 9' ROOM SIZE: 3 40 !� �� ROOM VOLUI�: / �j OD f�J � �� JX �• �d = ��4 � 4 � BELOW-GRADE WALL: /(�c�itl� GRO S S WALL AREA ,�13 L�J GLASS AREA �o y� x� - 3 y k��° = �, ! � � . DOOR AREA .�,_ � .._.. NET WALL AREA �7 3 �, �.o��l ��v° ; � ��a FLOOR AREA /�o,U� ��'j�p 5�7� GROSS CEILING OR ROOF AREA �D��' SKYLIGHT AREA � NET CEILING OR ROOF AREA -- - FLOOR COVERING "R" VALUE HEAT LOSS (Btuh) _ ��5d HEAT LOSSISQUARE FOOT (Btuh/sq. ft.) _ � '/z"Wirsbo hePex pipe spacing= 1 �` ' �• i�� J CONCEPT MECHAIVICAL, INC. � HEAT LOSS TAKE-OFF FORM Page�of 9 BY Tim Rosen DATE S�7- 2o i p PROJECT ;�j-,cI�E�,�� c� LOCATION V�t L, Colorado INSIDE DESIGN TEMP-f-`Zo°� - EXTERIOR D�;�tGN TEMp •-- Zo��=' �i�,�.�- AREA OR ZONE CALCULATED �� G�[>/�l DlZ v ROOM SIZE: ��Z c�J '��5�� I36I2� . ROOM VOLUME: ��52, k � )k �,C�p _ �,�U �� BELOW-GRADE WALL: �p�� GROSS WALL AREA 3 a � � GLASS AREA ?j p C�7 �C�• J'[f X. Gjv� = �Z� . DOOR AREA _...., �_ , . NET WALL AREA 2. 7 �o �7 x0,Q�I q��! 12?� k6 FLOOR AREA �o�� ./�oS �`7� GROSS CEII,ING OR ROOF AREA y�p�� SKYLIGHT AREA NET CEII,ING OR ROOF AREA - FLOOR COVERING "R" VALUE HEAT LOSS (Btuh) _ �1� HEAT LOSS/SQUARE FOOT (Btuh/sq. ft.) _ � 1/z"Wirsbo hePex pipe spacing= �.� . . i. ,'�� ? CONCEPT MECHANICAL, INC. � - HEAT LOSS TAKE-OFF FORM Page�of 9 BY Tim Rosen DAT'E 8!� ��a PROJECT ,xj-,cJ�E[.r�v� c� LOCATION V�t L, Colorado INSIDE DESIGN TEMP�-tZo�F � - EXTERIOR DL+'�iGN TEMP �- �mf= �...�� AREA OR ZONE CALCULATED T��I2�1�3 �/ !�/ i ROOM SIZE: �JC'3 �j ��Xl s r� ��j ROOM VOLUME: ��,�j x � ' 1 k Q• � _ �J /�,Sd ��fi�� BELOW-GRADE WALL: `�ODtL� GROSS WALL AREA ��t� GLASS AREA �j�� 'O- 3 y kgD�.,� /� � ! �_ . DOOR AREA .—. NET WALL AREA �D� ��O .OS� x�Zd� ; l �� FLOOR AREA �p�� g � GROSS CEILING OR ROOF AREA �f�y�J� SKYLIGHT AREA ,-- NET CEILING OR ROOF AREA � � FLOOR COVERING "R" VALUE HEAT LOSS (Btuh) _ ��Cj � � HEAT LOSS/SQUARE FOOT (Btuh/sq. ft.) _ � �.� 1/2"Wirsbo hePex pipe spacing= . � �. t'�� CONCEPT MECHAIVICAL, INC. " HEAT LOSS TAKE-OFF FORM Page � of 9 � BY Tim Rosen DATE 8!� �i o PROJECT �-,cJ�E�.c,v r c�{ LOCATION V�t L, Colorado INSIDE DESIGN TEMP�-�ZD�F - EXTERIOR DL�I G N 'I'E l y l p �- Zr�m f= �� AREA OR ZONE CALCULATED /��T�� a��/fj� ROOM SIZE: �� /��f1�'�'!�–�,�l�-�j ��c, � ROOM VOLUIV�: �S� ��Z ' )�,c � �/ ^ BELOW-GRADE WALL: /�p/l�. 3�� 3� l� GROSS WALL AREA �ja � GLAS S AREA l �2` �7 �C�- �l ��c' Q�� j�3?� L �_ . DOOR AREA _ — NET WALL AREA ��L` �� . � 1 fZx.�° � Il f�� / FLOOR AREA �p�� GROSS CEII,ING OR RDOF AREA � �O�p � SKYLIGHT AREA _ NET CEII,ING OR ROOF AREA lpz p Z� �' �,d Z2 kq.d°� ��p l FLOOR COVERING "R" VALUE HEAT LOSS (Btuh) = l� Z� � HEAT LOSS/SQUARE FOOT (Btuh/sq. ft.) _ � � � ih"Wirsbo hePex pipe spacing= . � i. � . t... 1 CONCEPT MECHAIVICAL, INC. " HEAT LOSS TAKE-OFF FORM Page g of 9 BY Tim Rosen DATE S!� �i o PROJECT �j-,c�4E[.o ci� c� � LOCATION V�t L, Colorado INSIDE DESIGN TEMP-�-`ZD�F " - EXTERIOR D��1GN TEMP ��' AREA OR ZONE CALCULATED /v� �/��,�f/l , ROOM SIZE: �g2 ROOM VOLUl�: �� X$"�,) k D '�= ,��d�� BELOW-GRADE WALL: /Llp�� GRO S S WALL AREA � �f� � GLASS AREA �t� �� 7� c fx�� = / �� _ ,,_ DOOR AREA ., NET WALL AREA l gy� !CD•(�� Z�C, Z��= �vt� FLOOR AREA /�c�Jif�L �`-�j�� GROSS CEILING OR ROOF AREA h—2�'� r� SKYLIGHT AREA -- � NET CEII,ING OR ROOF AREA a� l�S �(��.0 ZZ k��°: S�D FLOOR COVERING "R" VALUE �� HEAT LOSS (Btuh) ='7�''j(� HEAT LOSS/SQUARE FOOT (Btuh/sq. ft.)_ � 1/2"Wirsbo hePex pipe spacing= . 1 '� • �. , � . � k � � .. ��i(=-�. t �i ��i':'; I i ,,1L� ... k..�<ti. .<_. � ... �.:"�i_ i .I, .: '( �';�� r� EtI ,".� � �F! t �. �, +1�ii; ��r. �it�� rt !�'!�"� 'r-IE��1'�ICtF��`d�I-€='r'IUVLA�C �'a�t�TEC��IiC:A� �.;..,�; ,�,..,_;,.� � , ,.. �� i � a��i3<<-r;; � � � September 28, 2010 � � Micliael Angelovich �� D � � 3600B N. Capital af Texas Highwa�� Suite 350 Austin, Texas 7$746 � mangelo vi ch�npraustin.cai�zi Job No. 110 148A � Subject: Excavation Observation, Southern Foundation Watl for Basement �! Addition, Existing �2esidence, Lot 6A, Block 2, Filing 6, �iait Village, � 725 Foi•est road, Vail, Colorado � �' Dea��Mr. Angelovich: : � k As requested by Isaac with Beck Builds, a re�resentative of I-Iepworth-Pawlak � Geotechnical observed the excavation at the subject site on Septeinber 16, �010 ta evaluate the soils exposed for foundatian su}�port. The tindings ot'aur observations and � recommendations for the foundation bearing are presented in this report. We previously � observed a hand dug pit in the crawlspace area of the residence and provided foundation � design reeortunendatians in�report dated June 10,2010, Job Na. 110 148A. The � services were supplemental to our agreemen.t for professional engineering services to you � dated May 2$, 20l 0. � � The propos�d construction is generally similar to tliat discussed in our previous report. � An addition with a basemeut level is alsa planned attached to the northwest side of the � residence. Spread fc�otings bearing on the natural coarse granular sc�ils designed for an � allowable bearing pressure�f 2,500 psf�vere recoinrnended for foundation su�port. The � excavation foY the basenient and neu� foi�ndation wa11s will be done in short stretches. � � At the time o�'c�ur site visit, the founc3<�tion excavation fi�r the soutl�basem�nt wall a�•ea � had been cut in one level frvm about 6 fo 8 feet belt�w the adjacent ��ouncl s�.uface. The � soils exposed in the bottom of the excavatioi�cailsisted of relatively dense, silty sandy � g1-avel and cobbles with stnall boulders. No free water c�as encoun�ered in the excavatian � and the soiis were slightly_m.oist. � �: The soil conciitions expc�sed in the excavatio�i are consistent with those previously � eticoutitered on the site a�ld suitable for support c�f s�read footin�s designed fi�r the ` rec�mmended allowable bearing pressure of 2,500 ps£ I,00se a�zd disturbed st�ils shoulci = be rerrroved in the footing areas to ex��ose the undisturbed natural soils. Qther ; reconunendations presented in our pr•eviaus report which are applicable should also be �` crbse�•ved. � F � � •t •� . ._. t . .,,t . v _t'�'.., . .'� . 1 , ��J � � .%� �. -. '.�£ �� z .. _ .� �i>-„ � �„`� _.. � �. 3� E� .. � # - � � {' � �: # 8- . � `� � � � � Michael Angel�vich �. September 28, 2010 � Page 2 � � � �The recommendations submitted in this letter are based on our observation of the soils � exposed within the excavatian area noted and do not include subsurface exploration to evaluate the subsurface conditions within the laaded depth of foundation influence. The risk of foundation mavement may be greater than indicated in this report because of possible variations in the subsurface conditions. It is possible the data obtained by � subsurface exploration could change the recommendations contained in this tetter. We � should observe the ather foundation bearing areas as they are exposed. ; �If you have any questions 4r neeci further assistance, please call c�ur office. � Sincerely, HEPWORTH—PAWLAK GF�4�'��CHNICAL, INC. � �°��tD �j�{y��° �aO ��r+w�i ��V` ��{I� �� k*•1�' �/i� � ., %4 + � •rp � �. wa. �r f { David A. Young, P.�:�; ; : � �� ; 3�-�°ffi6 � � �,��,9 z�'l�,,�',�,�.� �� DAY/ks�v �'i,,�',� ••. ..�° �� •...�. '�t�'iyf�+�1�At��.�, �"�'�' � cc: Beth Levine, Architec��a�7bethlevinearchitect.com) � Beck Buildi.ng C�rnpany—Isaac Barela(Isaae beckbuilds.com} � Beck Builcling Coinpany—Tom Solawetz (tom beckbuilds.com) � � � � ,, � � � � € i � � k �. t: S � � �' ! z � � � ➢ � � —' ____' „_ _.....__ _-.—_..._.. _. .....______..._. _' '--__,...� ��. JQI)�lJ. �a�� 1 L{g.al � �tec�r � � � � �. & t � � ��- ��'�� KR M �oNSULTANTS,��. �� a 1/,, P.O.Box 4572 � ��"�-- 970-949-9391 " \Ly Vail,Colorado 81658 FAX 949-1577 ��fl � � FIELD REPORT ro: DATE 2/3/2011 ISAAC-BECK BUILDING COMPANY ARR/VE: 11:00 DEPART: 12:45 WEATHER: SUNNY&COLD ATTENTION: JOB NUMBER: 1001-03 PROJECT: ANGELOVICH-DUNN REMODEL PRESENT AT S/TE: Isaac(Beck), Mark(KRM), Sean(KRM) STATUS OF COMPLET/ON: 99% On Thursday February 3, 2011 I visited the above mentioned site to observe the progress of the general structural framing on site. Below is a list of items that were noted during the time of visit. Sheet S3—Second Floor Framing Plan - Our drawings indicate a columri continuing to the foundation from the (3)-2x6 column supporting the roof ridye beam on the west end of the building. Provide 2x blocking in the joist space and place the(3)-2x6 column to continue to the foundation wall. Sheet S4—Third Floor Framing Plan - Our drawings indicate 2x blocking in the joist space to match the column above. At the time of visit, this 2x blocking was missing in the joist space beloN�the (3)-2x6 column supporting the ridge beam on the west end of the building. 2x blocking shall be added in the joist space between the column above and the column below. - Our drawings indicate 2x8 joists @ 16"O.C. spanning in the east-west direction at the stair landing. At the time of visit,the joists were spanning in the north-south direction hanging off oftfie�2)-2x8 beam. This change is acceptable. Sheet S4—Roof Framing Plan - Our drawings indicate a"B"hanger at all(1)-2x12 valley beams. At the time of visit,each valley beam was toe- nailed into the transfer beam. A minimum of(9)-16d toe-nails are required or a minimum of(5)-LL358 ledgerlok screws at each valley connection is required. - Our drawings indicate a "C" hanger at the (2)-2x12 vailey beams located at the West dormer. At the time of visit, each valley beam was toe-nailed into the transfer beam. A minimum of (10)-LL358 ledgerlok screws at the connection is required. Other than the items noted,the structural framing on sife appeared to conform to the intent of our structural drawings. Please cuntact engineer with any questions. KRM Consultants, Inc. S/GNED: COPY TO: � � .,��,; Nlark T. Newman P�{� �i�IS� REVIE V(Z,��v►�� tiE�r`�'l��,N,�,�' - T ~ � � 0 Tim . Hennum, PE ^ �-� ° � e o� • 9�a ��C' O/�A��4 �.1Ee��.. 07-21-2011 Inspection Request Reporting Page 1 4'21 pm Vail, CO - Citv Of Requested Inspect Date: Friday,July 22, 2011 Site Address: 725 FOREST RD VAIL UNIT A A/P/D Information Activity: 610-0168 Type: A-BUILD Sub Type: ADUP Status: APPROVED Const Type: Occup anc : Use: IRC Insp Area: Owner: ANGELOVICH, MICHAEL B. - �UNN, DEBORAH A. Contractor: BECK BUILDING COMPANY Phone: 970-949-1800 Description: ADDITION & REMODEL Re uested In ion s tem: ,g BLDG-Final Requested Time: 01:00 PM Req estor: `BECK BUILDING COMP NY Phone: 970-949-1800 -or- 970-949- 4335 Com nts: 390-5328 Assigned. � JMONDRAGO Entered By: JMONDRAGON K Action: Time Ex�p� Comment: TCO. EXTERIOR W6R�KN�T COMPLETE, HAND RAILS RETURNS,BALCONY �IFTS FOR GATE�OVER WMNDOW WELLS. FEE'S DUE. G � Inspection Historv Item: 10 BLDG-FOOTING *'Approved" 10/01/10 Inspector: cg Action: NR NOT READY OR INSPECTION Comment: 10/06/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED FOOTER 3 LOCATIONS 10/15/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROBED NORTH AND WEST COMPLETE FOOTER AND WALL, INTERIOR PAD AND SOUTH STAIRWAY FOOTER 11/02/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED EAST/SOUTH, SW CORNER AND SMALL PAD APPROVED 11/04/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: ALL PERMITER UNDER PINNING COMPLETE . FOOTER FOR NORTH ADDITION APPROVED 11/12/10 Inspector: CG Action: PI PARTIAL INSPECTION Comment: WINDOW WELL FOOTINGS 12/01/10 Inspector: JRM Action: AP APPROVED Comment: APPROVED LASTWINDOW WELL AND PLANTER FOOTINGS 12/22/10 Inspector: s gremmer Action: PA PARTIAL APPROVAL Comment: Cmu wall at NE corner only Item: 20 BLDG-Foundation/Steel ""Approved"' 10/01/10 Inspector: cg Action: NR NOT READY FOR INSPECTION Comment: 10/06/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED 3 SECTIONSOF WALL 11/05/10 Inspector: Martin Action: DN DENIED Comment: Provide approved plans for inspection . 11/15/10 Inspector: JRM Action: AP APPROVED Comment: 11/16/10 Inspector: JRM Action: AP APPROVED Comment: 2 WINDOW WELLS AND 3 SONO TUBES 12/07/10 Inspector: JRM Action: AP APPROVED Comment: WINDOW WELL STEEL 01/05/11 Inspector: JRM Action: AP APPROVED Comment: N/E DECK SLAB 04/22/11 Inspector: JRM Action: AP APPROVED _ - REPT131 Run Id: 13331