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Home My WebLink AboutB10-0244 , �� . 10-19-2011 Inspection Request Re orting Page 5 4�24 �m Vail, C'Q _ Citv O� Requested Inspect Date: Thursday, October 20, 2011 Site Address: 641 W LIONSHEAD CR VAIL MONTANEROS UNIT#421 A/P/D Information Activity: 610-0244 Type: A-MF Sub Type: AMF Status: ISSUED Const Type: Occupancy: Use: VA Insp Area: Owner: JACQUELINE E. IRWIN REVOCABLE TRUST JACQUELINE E. IRWIN,TRUSTEE Contractor: SRE BUILDERS, INC. Phone: (970)845-6359 Description: ADDITION: EXTEND LOFT RENOVATE KITCHEN AND 2ND FLOOR BATH FINISHES Requested Inspection(s) Item: 90 BLDG-Final Requested Time: 09:30 AM Requestor: SRE BUILDERS, INC. /SARAH Phone: 970-390-5776, SARAH Comments: UNIT 421 Assigned To: JMONDRAGON Entered By: LCAMPBELL K Action: Time Exp: � ,/s/ �� ' C � � -� � � � �,�I�, � / /� ; l� i � i �/ 1 � Inspection Historv Item: 226 FIRE DEPT. NOTIFICATION Item: 30 BLDG-Framing ""Approved "' 05/24/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 50 BLDG-Insulation '"Approved"" 05/31/11 Inspector: JRM Action: AP APPROVED Comment: Item: 60 BLDG-Sheetrock Nail ""Approved'* 06/01/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 70 BLDG-Misc. Item: 90 BLDG-Final � V ' / ' lf REPT131 Run Id: 13680 . 1 � 10-19-2011 Inspection Request Reporting Page 5 4:24 pm Va�l, Cp - Citv �f Requested Inspect Date: Thursday October 20, 2011 Site Address: 641 W LIONSHEAD CR VAIL MONTANEROS UNIT#421 A/P/D Information Activity: 610-0244 Type: A-MF Sub Type: AMF Status: ISSUED Const Type: Occup ancy: Use: VA Insp Area: Owner: JACQUELINE E. IRWIN REVOCABLE TRUST JACQUELINE E. IRWIN,TRUSTEE Contractor: SRE BUILDERS, INC. Phone: (970) 845-6359 Description: ADDITION: EXTEND LOFT RENOVATE KITCHEN AND 2ND FLOOR BATH FINISHES Requested Inspection(s) Item: 90 BLDG-Final Requested Time: 09:30 AM Requestor: SRE BUILDERS, INC. /SARAH Phone: 970-390-5776, SARAH Comments: UNIT 421 Assigned To: JMONDRAGON Entered By: LCAMPBELL K Action: Time Exp: i�s%��"! ; ; � � --� � ��,,,.��,�- � � /� , ! �� , i - Inspection History Item: 226 FIRE DEPT. NOTIFICATION Item: 30 BLDG-Framing *"Approved"* 05/24/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 50 BLDG-Insulation *"A�pproved `" 05/31/11 Inspector: JRM Action: AP APPROVED Comment: Item: 60 BLDG-Sheetrock Nail "'Approved'" 06/01/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 70 BLDG-Misc. Item: 90 BLDG-Final REPT131 Run Id: 13680 NOTE: THIS PERMIT MUST BE POSTED ON J�BSITE AT ALL T/MES l� TOWN OF VAIL ' 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 MF BUILD PERMIT Permit #: B10-0244 Project #: PRJ10-0394 Job Address: 641 W LIONSHEAD CR VAIL Status. . : ISSUED Location......: MONTANEROS UNIT#421 Applied . . : 08/17/2010 Parcel No....: 210106309040 Issued... : 05/23/2011 Expires. ..: 10/29/2011 OWNER JACQUELINE E. IRWIN REVOCABL 08/17/2010 51 DRAKE RD SCARSDALE NY 10583 APPLICANT SRE BUILDERS, INC. 08/17/2010 Phone: (970)845-6359 PO BOX 6376 VAIL COLORADO 81658 License:360-A CONTRACTOR SRE BUILDERS, INC. 08/17/2010 Phone: (970)845-6359 PO BOX 6376 VAIL COLORADO 81658 License: 360-A Description: ADDITION: EXTEND LOFT RENOVATE KITCHEN AND 2ND FLOOR BATH FINISHES Occupancy: R2 Valuation: $50,150.00 Type Construction:VA Total Sq Ft Added: 0 .............................,,.....,,,,,,.«......,..�....,,,,.>,,.,.,,,.....,....,.«,... FEE SUMMARY ..,......,,,.,..,...,.,,,..,..........,.......,..............,,,,,.............. Building Permit Fee------> $650.75 Will Cal Fee---------------------> $5.00 Total Calculated Fees-------------> $1,991.74 Plan Check--------------------> $422.99 Use Tax Fee---------------------> $803.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $110.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> $1,991.74 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments------------------------------> 51�991.74 Total Calculated Fees--------> $1,991.74 BALANCE DUE-----------------------> $0.00 +�.F�.F#hM'�A'tr�k�kY`wYertYeY'i1'Rtrf f#rtrtYrYr%hrtYeYe#Y'rtkM'Yrrt�k#+Y`!4#�krtY`#'f rt�kf Y'Y`rtY`Yl%rtYef f#'Yr�krtYreetrtrfifitrtre#ww�krtYrYeYr#'Yr�kYre�klfr+tRk1(!k4*fe**#+4Ak444f 1`4!!!*rt/iril4rt�ilrtir�.!##rtf f�kYertrtlAYef f#�rtkf�kYrlYrYlYrkYrYrlYeYrYrhYrYrRhw�kpr*wlif 4�IRx44R� 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- • P . `� Signature of Owner or Contractor Date -/��.-��'�/f' �C iC.er Print Name b Id_a It_constru ctio n_pe rm it_041908 �wxw�xx�+w�+wwx�www�+wwwwwwwwwwwww:www+w�e��x��+��ww�++a��rw�wr��www�w��w+wwwwww+w�++xx��w�ww�xxe�w�w�w«w«wwwww�ww+�wax��x��+x��+++wwwwrwww«wwrwxk�x��r� APPROVALS Permit#: B10-0244 as of 05-23-2011 Status: ISSUED .......<....,,..>..................................�,....,,,,.........�.........,,.................,.x.,..,.....x,,.....,.....,..��.........,,......,..................,.,,............ Item: 05100 BUILDING DEPARTMENT 09/09/2010 CG Action: CR sent project comments to applicant 11/08/2010 cg Action: AP 05/19/2011 JRM Action: AP APPROVED REVISION TO STRUCTURAL S2,S4,S5 Item: 05400 PLANNING DEPARTMENT 08/20/2010 bgibson Action: AP plans routed to B-1 10/14/2010 bgibson Action: AP response to comments approved, plans routed to Chris Gunion Item: 05600 FIRE DEPARTMENT 10/26/2010 mcgee Action: CR Submit fire sprinkler and fire alarm plans. Submit asbestos clearence letter. 05/02/2011 JRM Action: AP SCANNED ......................��,..»,,.,,.,..........�...�.,,,.............,,.,..........�.............�........,.....,..,,..........................>.,......,....,....,,..........,......,»... See the Conditions section of this Document for any that may apply. b Id_a It_co n st ru ct i o n_pe rm it_041908 ............................................x........................................,,.,.,,,......,...........................,.........�.........»..».............................. CONDITIONS OF APPROVAL Permit#: 610-0244 as of 05-23-2011 Status: ISSUED ..,,,,......................................................................�.......,............>.......��.,....,........,.........,,.,..........,.,...........................,....,.. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: CON0011683 Submit fire sprinkler and fire alarm plans. Submit asbestos clearence letter. bid_a It_construction_permit_041908 \ ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ***********+**********************+************�******************************************** Statement Number: R110000520 Amount: $110.00 05/23/201110:23 AM Payment Method:Credit Crd Init: SAB Notation: VISA-SRE BUILDERS ----------------------------------------------------------------------------- Permit No: B10-0244 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-063-0904-0 Site Address: 641 W LIONSHEAD CR VAIL Location: MONTANEROS UNIT #421 Total Fees: $1, 991.74 This Payment: $110.00 Total ALL Pmts: $1, 991.74 Balance: $0.00 *******************************************+***********************************�************ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------------- �� w� ` "°� F� :�� ,:, ;V�� '�� , ,�,4 , Department,of Community Development"� "_ '�� ;.� �, � �p�. �� ; 75 South Frontage Ro�ci , �? ,� � € a � .s.� t � � . r. �. .,• ) >� =�� .�: � �;� �.�F'� . T �. ,�� ,,'�� Vail, Colorac�4 8'�$.5��= `'' � � �"°�; .� T: ..�� ° �� ' `'"' .♦� ` �,-��-1'el)�: 97ID-�479 2'f��ry°� � . J5 J � � , i�f� t�a 1 �`lR��Z�"� R i,A ± f . "` .��J'�-+� �AA;;�J I\J��p�Gr"F J�:p( .�� . � � � r � �' �� -. � YY�,�. �Vt�� 1� � �� . � �, � �8+r�� ^ .z (�'� � �� ',x t� , _ a+ ;d,°-;i .. t� t. "..r.� t n „r•'i`'-i �='',.#�`3� �'-, - _ Deve�opment��Z�vievi��oc�# 't�� Xo-'#rE9Ff�-3�� . .r � �= �:f y",`� P`` �1 x.g. � X��y'� �� .: � .,.;, � K �t r � . i�;�� 4 . ...s,.. . _ Y�.,� � ,JtJ,a.Jl l . . ..+�'a. . " �� . s... 'r , . , , : k. ' .. _ — _ 'a..e...6.d.�,...�n� _ . _ � . , ._�e" .1..�'.Emd:G'.,. 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 � ! � � ( ) Response to Correction Letter ; �__I� 1 r) � C�Z��-'! attached copy of correction letter � � ( ) Deferred Submittal j , �+25 Il�-D 39'-� ( ) other ; 1 � ;,...�...�..._ ��..�..�.,�,.. ...�. .�...,..m,.,.�....�,._...�..,_�...�.�..� �..� E Project Street Address: ; } (Q� � U r,1�LS �r�C ��-- �1�a ' Description,/List of Changes: � i �(Number) (Street) (Suite#) ' � �BuildinglComp�ex Name: �Q1��Q,j2,� ��U� �Q�/��/� J'�'Vt1c�U.12'c.SC.� �� ! i b�...�..�.s.. '......^.�my 7 �Contact Info�ation: �� , I c ; iCompany: J� ��(:IJU`� �.� � �l,}�F�TS ��, �`I , c�_�a ; �Company Address: �� .��(Q � � � - � � �City: �� State�_Zip: �� ( t Contact Name: �JrCJ�J� � �Contact Phone: �1�(�p ,��1��CJ � ^� i E-Mail �V Q_l"'��—� �i PX'� � ��/`3�Y� ; I j � R�.�.,,.�..m,.�.�.�,�.�.,...�.mw.�...�... � J Valuations(Labor&Material)) � ! � a �Building: $ 1 �Plumbing: $ (use additional sheet if necessary) � _.___. __ _.._..__.__ _..___._. .__._.. __....__ __ � __._.. _..__... ___i ��Electrical: $ { � � � � � I Date Received: D � � �Mechanical: $ t � t MAY 1 1 2091 �Total: $ �...��' � L--------._.__._,_�_..__..---___......-------_._.__.__.__._._.__._._._.._._.._..___.__........_..__.____� TOWN OF VAIL 1-Sep-09 0 �vell s, z��. �x iss� ��te ao4 �81620 49-7768 49-4054 �ell_com ute 20U �80202 :3-4927 !3-6602 ell.com r 0 � Q M V � 0 N O tn � � v � rn N W n Q U a� � 0 � � � a� a � � .� a� rn v .°� N O N C },0 C O � Q% � N � n: SlMP50N LSTA36 AT EAGH WALL STUD 2X4 AT I'-4' STt1D WALL NEW FLOOR SHEATHIN6 REMOVE EXISTING BEAM (SHpRE EXIS7ING FL�OR) �------ � i i i i i i i � � � r i I ! i �XISTtN� NEW � 1 i ' � � ry� � � ! I _ 9 EX 15T1 NG— ED6E BEAM NEW G8Xi8.� WITH- (2}-I/2" � X 4„ LA6-BOLT AT !'-O" NEW 2X2 LEDGER- y' ;"�� WtTH IOd X 3" ) NAILS AT .4" �B �� i � �� _ �i_Ow (2)-i B/4" X 5 !t�" LVL �X6 AT I'-4" BLOGiCI NG (2)-II 'I/8" LVL EDE�E BEANi SIMPSON L5TA2�4 AT EAGH WALL STiJD NEW BGI PLDOR ,t015T �/I6" PL,YWDOD SHEATHth1C� EXISTIN6 S7UD WALL N�w 3i�� ooR SHEATHf NE� tdEW II Z/8" BGI/60D0- FLOOR JOIST AT 2'-O" WITH SIMP50N IUS HAhfGER NEW 1 3/4" X I1 7/8" �� ,��Q �t��; LEDGER WRH 3/4" m X 3" � ,� ,_,�n--- LAG-BOLT AT 6" ��I��a �°�.'' � `_�' ��_ �� .��,�� 01�1 .2 � � � �at� _ _ � / _�.-_—____—._�__—.–_f - -__ ��o _.r� .. -... �,.�,-.�n� _��c� !� e e 0 ✓Ionroe & Newell Engineers, Inc. P.o.sox 1s97 70 Benchmazk Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970}949-4054 Email: avon@monroe-newell.com 1743 Wynkoop Street,Suite 200 Denver,Colorado 80202 FAX(303j 623 6602 Ernail:denver@rnonroe-newell.com I 3/4" X II �/8" LVL BLOGiCING BE�WEEN EXISTING STUDS �X6 X�'-D" EAGH S1DE EAGH EXISTING STUp W i TH (8)-I Od X � , � �ry� C� C � �l u � o ��;� � e �;,�, MAY 1 1 2�i1 e � � V � I o 1 l I I/�i � 1��0�� ? TOWN C?F VAIL .,-. � �c�i�c�r � -1 � s Z m8 $� QF o� �� ■ �= O°c = � W •Z� m� _Q � „ E � O � Q a � n�51GN�p OZ u �'n 8r :� �= � ,� .� s ,;� �a �� '° ;M1 � = �a � +m u g �.a �E o �u � � - c� ? �NGIN��p naxmnr:a t+Fjvn E. fN6INIF.RS,MC eo eox�se� A VON.CO BIG]0 HANNt.�JYATN �ia�«inea J � W � 0 z � � � O U � W Q � � vi Z � � � z a �/ Z — O � rxnatr.r rxx ur� DRAWN 9Y:AVN (NC(:IN PA77:'OY�2l1U S4 f%'J�1lV!"a C7•.'1�4'.i � Q M a v t� 0 N O �!7 o� 3 � � � � � N � � Q U � V O � N � U c m v N N Q' .� � rn v 0 � � 0 �, � � O � O> �' � a I/2" EXISTING STUD WALL 5/8" � X 4" LAG BOLT EAGH END 0 O ��0 0 0 � NEIN (2)2X6 P05T TQ FLOOR -NEW G8X18.� BENT BEAM (�)-5/8" � X 4" LAG-BOLTS N � 0 � � O � 0 0 � I'-O" 6" 4" i��-5/b" <D X 4" LAG-BOLTS AT ,._o.. � FULL PEN. 2 '/L�� FULL PEN. � � � � ► �r 3/4" .- I'-O" ��'��il C)� `l�ia�'t�i �EVIEWE� ��E� �;��;f� �OBVIPLIA�C� ��:�l/ ��% -a=-.z—.._...___.._ �90 ��. . ..___ _. __..... __.. _ � --- _ __ �Od�o ��S c ✓Ionroe & Newe11 �cH��c� Engineers, Inc. } P.O.Box i 597 j�j 70 Benchmark Road Suite 204 Avon,Colorado 8I620 -� m E (970)949-7768 °0 $ FAX(970)949-4054 Z N �� Emaii: avon@monroe-newell.com Q�. _o L o � i'701 Wynkoop Street,Suite 200 �F a m Denver,Colorado 80202 � '� ° (303)623-4927 ■Z U � � FAX(303)623-6602 _� �c Email:denver@monroe-newell.com � o E � o � a Q � EXISTIN6 STUD WALL NEW (�)�X6 Posr ro ��ooR VERIFY LENC�THS IN Tt-IE P1ELD n�51GN�p OZ � 00 ;� g� oW � � � ' F� •1�{ � ::;�.:y� c+- � _ >o �.{ � F� r+.. a '� :�: �; -� ;o s� � z �NGIN�� h101'iR0[kNEWFll ENGP/FFRS,2NC I��IN�%1$9) nvc$f.f.t)e16R1 iUNNfS Si'Anl 9]U.90?"!]4S N J � W � � z o = � ° V J W Q � � N Z O d' W � Z H �/ Z — Q � flt�JECE NO:81C1 urnwrr uY:nvr ORG]N DA3E O7R7/1V S5 F��.�,�a�;��: NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� �ow�oFVn� � 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 MF BUILD PERMIT Permit #: 610-0244 Project #: PRJ10-0394 Job Address: 641 W LIONSHEAD CR VAIL Status. . : ISSUED Location......: MONTANEROS UNIT#421 Applied . . : 08/17/2010 Parcel No....: 210106309040 Issued. .. : 05/02/2011 Expires. ..: 10/29/2011 OWNER JACQUELINE E. IRWIN REVOCABL 08/17/2010 51 DRAKE RD SCARSDALE NY 10583 APPLICANT SRE BUILDERS, INC. 08/17/2010 Phone: (970)845-6359 PO BOX 6376 VAIL COLORADO 81658 License: 360-A CONTRACTOR SRE BUILDERS, INC. 08/17/2010 Phone: (970)845-6359 PO BOX 6376 VAIL COLORADO 81658 License:360-A Description: ADDITION: EXTEND LOFT RENOVATE KITCHEN AND 2ND FLOOR BATH FINISHES Occupancy: R2 Valuation: $50,150.00 Type Construction:VA Total Sq Ft Added: 0 ,..,�.....,,.....,,,,,.».....,.,,�,...�....�...............,,........�...�...�...... FEE SUMMARY ..............>.......,....,,......»..,..,.,.,..,.,.,..........................> Building Permit Fee------> $650.75 Will Cal Fee---------------------> $5.00 Total Calculated Fees-------------> $1,881.74 Plan Check--------------------> $422.99 Use Tax Fee---------------------> $803.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> $1,881.74 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments------------------------------> $1,881.74 Total Calculated Fees--------> $1,881.74 BALANCE DUE-----------------------> $0.00 ...�...............x......_...................x.....,.,.,...........,,.,...,...>..,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. � . ; �/Z. +g ure o wner or Contractor Date � ��I SC�-►-�r � ✓ rint Name b I d_a It_co n st ru ct i o n_pe rm it_04190 8 ......................................,,..,.....,,,,.....,,.................,,,.,.....,,..,.....,..,.................,,,...,,x>,,..........,..,.......,.................,,.,.....,,.,., APPROVALS Permit#: 610-0244 as of 05-02-2011 Status: ISSUED ..........................................,.,..........,.....>,............,,,...,........,,.........,.,.,.,..>.,.,............,,.......,.....»...,......,..................,,......... Item: 05100 BUILDING DEPARTMENT 09/09/2010 CG Action: CR sent project comments to applicant 11/08/2010 cg Action: AP Item: 05400 PLANNING DEPARTMENT 08/20/2010 bgibson Action: AP plans routed to B-1 10/14/2010 bgibson Action: AP response to comments approved, plans routed to Chris Gunion Item: 05600 FIRE DEPARTMENT 10/26/2010 mcgee Action: CR Submit fire sprinkler and fire alarm plans. Submit asbestos clearence letter. .............................................................x........�,.,...,.,.,....,,.,,...........,,�..........,.,.....,�......,............,,...x...............�............,..., See the Conditions section of this Document for any that may apply. b Id_a It_constru ction_perm it_041908 ........................................................................<,.,......�,.�.................,.,.........,..,,.�.,....,,.,,.,,».......,....,,...,.,...................<.... CONDITIONS OF APPROVAL Permit#: B10-0244 as of 05-02-2011 Status: ISSUED ........................,,..,....................,.......,,,,......,....,..........,........,,..�.,.,,.,,...............��.............,.........................,.......,.............. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: CON0011683 Submit fire sprinkler and fire alarm plans. Submit asbestos clearence letter. b Id_a It_co n st ru ct i o n_pe rm it_041908 ***************************************************************************************+**** TOWN OF VAIL, COLORADO Statement **********************************+***********+********************************************* Statement Number: R110000400 Amount: $1, 881.74 05/02/201101:51 PM Payment Method:Credit Crd Init: LC Notation: CC SARAH WYSSCARVER--- SRE BUILDERS ----------------------------------------------------------------------------- Permit No: B10-0244 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-063-0904-0 Site Address: 641 W LIONSHEAD CR VAIL Location: MONTANEROS UNIT #421 Total Fees: $1, 881.74 This Payment: $1, 881.74 Total ALL Pmts: $1, 881.74 Balance: $0.00 ******************************************+*+*******************************+*********+***** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 650.75 PF 00100003112300 PLAN CHECK FEES 422 . 99 UT 11000003106000 USE TAX 4% 803 .00 WC 00100003112800 WILL CALL INSPECTION FEE 5.00 ----------------------------------------------------------------------------- i �°; � f� � X `;�r k -� ��: Department,of Community:D.eyelopment�'' ��.'� `-� �� , 1 =-,;, 75 South Frontage Ro�tl � � - ,1 � � �� . � :� �� . -i Vail, �g.lorac�q�8�:6,��`�� r��,�: � � ��-� �.. ..�� "� �`��.� ��_�� , � "�,� . � �Te1 � 9�0=479 ��1'2��; -��, y� �� x:,- �� .f} ��. n F�3c��.9�Q��9''2'4��r� � r � .� � ��;,��= m"��` .;� 1J11eb wvVint�a�1gQi��cf� ,t �� '� �� = � ° '"' Deve7nf inent.Re�iew C�ooic�tr��#o x ;r�-�r .rr��. :' �* �ti ;� �,. �` �,� �,:'�' , ��. a gr��,� _��t� , • ; � . �: t ` R� , �� , � �-,�. . � , ,. ,. .. y, •; �>:, t�i%�31...�.__-� n�- {_.:�. .. �- . �, .��. -�.� .c-, . " . . ,-.� ,� ,,., . ,'�' . . �;.�.a�-��t'o^' �`� ��i-„ TRANSMITTAL FORM � Revision Submittals: II 1. "Field SeY'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. f..�..�..`�_ 3 ;Permit#(s)information applies to: YW Attention: ( ) Revisions j � J`� /�,,O ' �Response to Correction Letter ��/V ""�� V l�--f S � C. �ttached copy of correction letter � ( ) Deferred Submittal � � ( ) Other i Project Street Address:, ^ � �� 1� �G�,��.(' C�� L�+� Description/List of Changes: � �(Number) (Street) ` (Suite#) � �J�Q �� I � c'— ? �Building/Complex Name: /l.�'� � �,..,�..,,.�...�,�..�. ,�.�.w,.�. �..�.v� � Contact Information: (�� j Company:�, i�f(�1,�, � 1� j r �Company Address: �� City: �� _ State:�.�Zip:�) � `Contact Name: ��1� i � � Contact Phone: , € E-Mail � i ��..�.�.,�,�,�,,�.�� 1 ' �Revised ADDITIONAL Valuations (Labor 8�Materials) �(DO NOT include original valuation) � f � �Buildin : �(use additional sheet if necessary) ; 9 � � ---_. _._.. -..._._. _..__ ___.__..__: -_._ ____- `Plumbing: $ � � � � � � � I Date Received: D �Electrical: � U�,� 1 3 2010 ; t � �Mechanical: $ �L°`a': � TOWN OF VAIL O 1-Jan-10 f '- # TO�WNN OF YA�, ' Department of Community Development 5 South Frontage Road Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 www.vailgov.com PROJECT REVIEW COMMENTS DATE: 9/9/10 TO: sarah@srebuilders.com PERMIT APPLICATION #: 610-0244 PROJECT ADDRESS: 684 W Lionshead Circle #421 OCCUPANCY GROUP: R-2 TYPE OF CONSTRUCTION: VA NUMBER OF STORIES: 4+mezzanine BUILDING AREA: ? • Submit two complete sets of revised construction documents containing the reauested information with all plan revision items clouded or otherwise identified. . Please resqond in writinq to each comment with a response letter addressinQ each comment BUILDING DEPARTMENT COMMENTS 1 Revise plans to indicate the building construction type on the plans per IBC chapter 6. Town of Vail records indicate the construction type is VA. 2 Include 1 hour floor/ceiling and 1 hour roof/ceiling construction details with UL listings. 3 Provide fire dampers at all bath fans in the 1 hour ceilings. 4 The building is limited to 4 stories per IBC table 502 (R-2 occpuancy, VA construction). The "IofY' level must qualify as a mezzanine and cannot exceed 1/3 of the floor area of the space in which they are located. 5 Revise stairway to a minimum 36" width and a minimum 36" landing at the top per IBC 1009. 6 Revise guardrail heights to 42" per IBC 1013. 7 Indicate on electrical plans for a minimum of 50% of new lighting to be high efficacy per 2009 IECC. 8 Indicate compliance with IBC 3403 on the structural plans. r . �,�� MARTIN MANLEY �� CO�o ARCH�TECTS ^ �r Date: 09-24-2010 ,tQ� 90 c,� O . Town of Vail building Dept. JE /�� Attn: Chris Gunnion Vail, Colorado 81657 � '� 519 � RE: PERMIT APPLICATION #:B10-0244 F '�� PROJECT ADDRESS:684 W Lionshead Circle#421 �SED ARG�` Response letter to comments Responses in RED are prepared by Jeffrey P Manley, AIA ,of Martin Manley Architects. Please call if you have any further comments. (970-328-1299) Also, note on the revised plans that the Bath and Closet have been interchanged in the Loft. This was done to simplify the plumbing. BUILDING DEPARTMENT COMMENTS 1 Revise plans to indicate the building construction rype on the plans per IBC chapter 6. Town of Vail records indicate the construction type is VA. The cover sheet has been changed to denote the construction type as VA. 2 Include 1 hour floor/ceiling and 1 hour roof/ceiling construction details with UL listings. The existing construction assemblies (1-hour) of the floor/ceiling between units and the roof/ceiling are not being altered. The new portion of the loft floor shall be constructed to compty with GA File NO. FC5415 of the Gypsum association - 600-2003 Fire Resistance Design Manual, 17th addition. This assenbly has been added to the Detail Sheet 3 Provide fire dampers at all bath fans in the 1 hour ceilings. Panasonic bath fans with damper are proposed and now noted on the plans. 4 The building is limited to 4 stories per IBC table 502 (R-2 occpuancy, VA construction). The "loft" level must qualify as a mezzanine and cannot exceed 1/3 of the floor area of the space in which they are located. The lowest level (100 level) of the building is to be the basement level. This makes the building 4 levels (above ground) + and Basement. This is puts the loft in the 4th story which is allowed with the added floor allowance by the provision for sprinklered buildings. 5 Revise stairway to a minimum 36" width and a minimum 36" landing at the top per IBC 1009. The existing stair framing and landing framing are existing and are not to be altered. Only new finishes. 6 Revise guardrail heights to 42" per IBC 1013. The guard is revised on the detail to be 42" in height. 7 Indicate on electrical plans for a minimum of 50% of new lighting to be high efficacy per 2009 IECC. A note has been added to the drawings stating that 50°/o of all new light fixture shall have CFL bulbs (high efficacy) 8 tndicate compliance with IBC 3403 on the structural plans. Please see attached revised structural note provided by Monroe Newell. ._ . � • :. .. - . . - . : . Vail, Colorado Denver, Colorado Frisco, Colorado i September 13, 2010 Monroe 8� Newell Engineers, Inc. StUd10 SO 105 Edwards Village Blvd., Suite E202 Edwards, CO 81632 Attn.: Mrs. Alyson Vassar Re: Irwin Remodel,Montaneros Lodge, Unit 421, Building Permit#B10-244, Vail, Eagle County, Colorado (M&N #8249) Gentlemen: Monroe & Newell Engineers, Inc. have reviewed the Building Department Review Comments for the new atrium bridge at the Vail Plaza Hotel project, dated September 9, 2010. The following are our responses to the structural items: 1. Item8: We have revised sheet S 1 to include reference to section 3403 of the International Building Code, 2009 Edition. Our response to the project review comments should answer the structural item. If any questions remain, please call. Very truly yours, MONROE &NEWELL ENGINEERS, INC. f Hannes Spaeh, P.E. t�:�.' � �T';��'� Principal �'�'`�;� 2�7�9 =�"' �''�� .�;! :��; �,�n, ....,• �• �V �a"�T,ti��''. �.�:. ' www�.monroe-newel l.com 70 Benchmark Roact . Suite 204 • Y.O. 13ox 1597 • Avon, Colorado 81620 (970) 949-7768 • FAX (970) 949-4054 • email: avonCa?monroe-newell.com Montaneros Condominiums Parcel: 2101 -063-09-040 641 West Lionshead Circle Unit #421 Vail, Col DIRECTORY OWNER ARCHITECT GENERAL CONTRACTOR JACQUELINE E. IRWIN 51 DRAKE ROAD SCARSDALE, NY 10583 MARTIN MANLEY ARCHITECTS JEFFREY P MANLEY PO BOX 1587 EAGLE, CO 81631 tel. 970-328-5151 fax 970-328-1273 email: JEFF@MARTINMANLEYARCHITECTS.COM SRE BUILDERS PO BOX 6376 VAIL, COLORADO 81658 tel. 970-845-6359 GEN ER AL N OTES STRUCTURAL MONROE & NEWELL ENGINEERS, INC ENGINEER PO BOX 1597 AVON, CO 81620 HANNES SPAEH tel. 970-949-7768 DESIGNER STUDIO 80 TRACIE SCHUMACHER 105 EDWARDS VILLAGE, STE E202 EDWARDS, CO 81632 tel. 970-926-4770 email: TRACIE@STUD10801D.COM 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING 2. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED,AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, PERMITS,AND CONTRACT DOCUMENTS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE JOB. 4. ALL CONSTRUCTION, STAGING, AND MATERIAL STORAGE IS TO OCCUR IN THE UNIT. HOURS OF CONSTRUCTION SHALL COMPLY WITH BOTH THE TOV AND MONTANEROS Ri�LES AND REGULATIONS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY MISCELLANEOUS BLOCKING AND BACKING SUPPORT FOR BUILDING COMPONENTS SUCH AS LIGHT FIXTURES, TOWEL BARS, ET.AL. 6. ALL DIMENSIONS ARE FROM �.LLTSID�OF FI L,,SHED,�4TERIAL/WALL �, �.,�� e,� ��f ~�`��-----��-----...�_..e--� 7. THE FLOOR/CEILING BETWEEN THIS UNIT AND THE UNIT BELOW IS EXISTING (1-HOUR;CONSTRUCTION. � THE CEILING/R�OOF OF THIS UNIT IS EXISTING (1-HOUR) CONSTRUCTION. �NEITHER SYSTEM IS TO ALTERED AREA EXISTING MAIN LEVEL: 735 SQ.FT. EXISTING LOFT LEVEL: 178 SQ.FT. EXISTING TOTAL: 913 SQ.FT. PROPOSED ADDITIONAL MAIN LEVEL: 0 SQ.FT PROPOSED ADDITIONAL LOFT LEVEL: 120 SQ.FT. PROPOSED ADDITIONAL TOTAL: 120 SQ.FT. PROPOSED NEW TOTAL: 1033 SQ.FT. CODE CODE: 2009 IBC OCCUPANCY: R2 � CONSTRUCTION TYPE: VA� ��_� INDEX A 0.1 A1.1 A1.2 A1.3 A1.4 A3.1 A3.2 ID4.1 I D4.2 ID5.1 ID5.2 ID5.3 I D5.4 I D5.5 A 6.1 A 6.2 A 6.3 � _�, � � � � � � , �� OCT 1 �s 2�10 �vN oF vaiL COVER SHEET MAIN LEVEL- EXISTING LOFT LEVEL - EXISTING MAIN LEVEL-PROPOSED LOFT LEVEL- PROPOSED MAIN- RCP 8� ELECTRICAL PLAN LOFT- RCP & ELECTRICAL PLAN MAIN- FLOOR FINISH PLAN LOFT- FLOOR FINISH PLAN INTERIOR ELEVATIONS INTERIOR ELEVATIONS �O� INTERIOR ELEVATIO � � .� � .,.. � � � � INTERIOR ELEVATI Itl'9 p INTERIOR ELEVATI NS � DOOR STYLE &SC �g MISC DETAILS MISC DETAILS S�� R' S.1 GENERAL NOTES S.2 UPPER FLOOR FRAMING PLAN S.3 MAIN FLOOR FRAMING PLANS S.4 FRAMING DETAILS VICINITY MAP �'��'! � . �s ' �, � 4 � '��j}' ttl! �� y• � 4 �� v�.�``� A A r �� _ *� r#� �4��r. �� 1 3� �` `, � _ . / f, � � � � `� � � �� t �� '§4� ` }� t°� � , ,. �' ::�' � '� �,`,`�.��-~ '� �< �, � ° �_�-- �� ; \+ ,� �� ` '�'�� .��,-� � ��_,-. . �: , ; � � �: � , � _. � K�- ,, �� i�q�� w z Z Q � ApCN11�C1" � J � � Z � o O fn Q°� � U � � O L ` ' O ` ;� �'� N >. � (�p C • z�A W � � _ � � � � x E � O � a Q � b�51GN�p � � � � �m .� m$ '� � 5� � � o0 �V .� _ o^ o� � . w �NGIN��p MONROE 8 NENELL ENGINEERS,INC PO BOX 1597 AVON,CO 81620 HANNES SPAEH 970-949-7768 N J � W � 0 Z O � C O L J � � vi Z ° Z � � �/ Z — Q aqo.�cr No- zoiaaY URANN BY: AV , {�,� ORGIN DATE: 02 2/ _� � � cc�e�� .. � � O 1 Q .r�� A 5'-4 1/4" 6'-2" _ _ _ _ CLOSET2 � O _ __ _ _ _ _ _ _ o I �:, EXTERIOR ENTRY ,o, SAFE � � _ — CLOSET 1 CUBBIES N 106 � � r � W I ODRESSER BEDROOM 1 � ,oz w ug _ :: � :: 11'-10 1/2" __ _ _ 41'-11 3/4" 13'-0'_ _ _ EXISTING FIRE RATED WALL UP : 4'-11 1/4" 7'-2 1/4" 5'-4 1/4" _ r __ ___ _ _ r_ ___ _ � � � � � I�-- LINE OF LOFT ABOVE � W NICHE � � Io I W BATH I0C � i j 103 � I " I � I � I I KITCHEN � I• I 104 i �• I i D � � �� 4 ; � I_ �I i � �- - �-Z-H ° L- - - —r� +�� HEARTH DECK EXISTING FIRE RATED WALL ' 5'-3 3/4" 6'-4 3/4" 18'-4 3/4" � MAIN LEVEL - EXISTING 1/4" = 1'-0" EXISTING AREA:735 SQ. FT. i CHEST �cHir�cr � w J � E Z � o O N � U A � �i p .. � C.. U � "�:.� G'� a> i. • m c ,� W � ■ Z�. r c � � r c'. m L X � r m �� O a Q � b�51GN�p � � � � � - � .�,..{: � m B � g on v s� � 4 oV d ; � y ri Y MT i _ W �NGIN��p MONROE 8 NEWfLL ENCINEERS,INC PO BOX 1597 AVON.CO 81620 HANNES SPAEH 970-949-7768 J � �..LJ � � Z O � � O W J � � � z � > z > � �/ Z — � — � __-_-- -_ —� � E .24.10 REVN 1 PPROJECT NQ 201001 I DRAWN BY: AV � � � ORGIN DAIE: 02/22/10 t�� '<�`' A'i .1 SF� ARG� =�� 0 __ _ � � � � � � d O— — A i B� i O- � � � CV 2 — �A I 6'-2" ; . � , , � W � W � 1�1 ENTRY �_ io� CLOSEf1 �� BENCH BUILT-IN CLOSET � � � �,�.�...�,�---...� . B THE EXISTING STAIR FRAMING AND EXISTING WALL FIRE RATING TO BE MAINTAINED LANDING ARE NOT TO BE DISTURBED. ? ,, PREPARE FOR NEW FINISHES 6�-5"-�� 6'-�°1 NOTE: 1. REFER TO ID5.3-ID5.5 FOR KITCHEN/LIVING ELEVATIONS � --- __ _ FIELD VERIFY DIMENSIONS ARE TO FINISHED WALLS/SURFACES CLOSET 2 REVISE TO CURB HEIGHT 2. POCHE IN ALL NEW CONSTRUCTED WALLS io� SEE DETAIL 1/A6.3 � 106 CONTINUOUS � NEW RAILING FIREPLACE � I ! I NEW OPEN GUARDRAIL WALL ABOVE REMOVE HEARTH � � wOO�I �(j �(j N WALL 102 W 105 NICHE m� REMOVE CLOSET Q SLAB �� DOOR AND WALL v BATH 1 FR DGE TOP TABLE �I ° BEDROOM 1 W �03 � �I ROOP W 102 � I � a I 105 a ID.� 104 � TRASH � p I � � J KITCHEN � I104 �I � W Z 103 - r- � 2 � D � L W I � � BEBIOW � io.� I � � 107 � fi � + + � � � O O ° I I_ � — OVEN � CUSTOM N I L � + �- N WOOD DESK MIRACLE CORNER - - MODIFY FULL HT.WALL TO HALF WALL EXISTING WALL FIRE RATING TO BE MAINTAINED 5'-11 3/4° 5�� 17'-11 3/4" �� _� MAIN LEVEL PROPOSED , _ I � � 1/4" = 1'-0" EXISTING AREA: 735 SQ. FT. PROPOSED AREA:0 SQ. FT. DECK �; , � �� ` J �P �r� �s v ;� �G/ �� \FD ARG� O � A I � ___ __ , _. _ __ I I I � I N I I I � �- -------� � � � I I I i I = I � � � � I ( � � � � �i � i , I 1! I � � � o � � � DASH LINE REPRESENTS EXISTING � � WALLS TO BE REMOVED I _I_ �-�--- ------------- THE EXISTING STAIR FRAMING AND LANDING ARE NOT TO BE DISTURBED. PREPARE FOR NEW FINISHES \ 2'-5" �.._.--�•„__ 6'-4 3/4" 5�� 1�� CONTINUOUS NEW - - EXISTING \RAILING / WOOD BEAM � ° ADD FULL HT.WALL 201 I ( Q I � � Q ° � II �Q QUEEN BED I I m BEDROOM 2 I I 20, � � � BATHROOM 2 203 I 3 2 I I 204 i�.z I I n 11'-6" �� BENCH-"' BUILT-IN DESK � DASH LINE REPRESENTS EXISTING � WALLS TO � BE � REMOVED = J J � lL � � Q . '_- I 1 202 I � �c �osEr s � 202 I � L --- R�DI&SHELF 4'-11 1/2" B EXISTING WALL FIRE RATING TO BE MAINTAINED I NOTE 1. POCHE IN NEW CONSTRUCTED WALLS � � � � FIREPLACE INTERIOR OPERABLE WINDOW �2�2�6��X 3�6�� q m 4� >,��OPEN TO BELOW - O ("7 r 0 � — EXISTING WALL FIRE RATING TO BE MAINTAINED LOFT PLAN - PROPOSED 1/4" = 1'-0" EXISTING AREA: 178 SQ. Fl. PROPOSED AREA: 120 SQ. FT. � ^ V� �� v n�- ApCNI�C1" � W J � � Z � o o �; � U Q`, � d O L ' O ` ■ �," (J m u» d �. ■ }° O1� — m � W � 7'Y` � c L N � �� o E � O � d Q � b�51GN�p Q � � = m� � � �� ao oV '�.av � w �NGIN��p MONROE dc NEWELL ENpNEFRS,INC PO BOX 1597 AVON,CO 81620 HANNES SPAEH 970-949-7768 J � W � � Z O � ` O W J � � cri z � w � Z � �/ Z — Q rao,�cr Na 2oiooi DRANN BY: AV ORGIN DAIE: 02/22/10 A 1 .4 �l GG�t?LM O � - A I LEGEND � SURFACE OR PENDANT FIXTURE � WALL MOUNTED FIXTURE � RECESSED FIXTURE � WELL LIGHT O DIRECTIONAL ACCENT OR WALL WASH o---' ROPE LIGHT(LOW OR LINE VOLTAG� � JUNCTION BOX � TELEVISION OUTLET � SWITCH �3 3-WAY SWITCH � DUPLEX RECEPTACLE �GFI DUPLEX RECEPTACLE W/GROUND FAULT � EXHAUST FAN , TELEPHONE OUTLET a MODEM OUTLET B I NOTE: 1.ONLY PROPOSED ELECTRICAL IS DENOTED 2.ALL NEW CANS TO BE FIRE RATED OR TENMAT HAT �--� MAINTAIN EXISTING FIRE R,4TING r��"�"��"�'y"'✓�-"`� ! 4.AT LEAST 50%OF ALL NEW LIGHTING SHALL USE CFL BULB (HI( ��`.----�"�,�i. REFLECTED C�EILING & ELECTRICAL PLAN 1/4" = 1'-0" `� � SE D qR� �cHi�cr } J � E Z � o o � � � m � O L m � � �■ �'� U � y T ■ ;. (�p C �° W � ' ZN ; � —� � r � � Xs � o � a Q � n�51GN�p � � � � � - ' m� �� ;� 5� � � a� .� - :P oa � w �NGIN��p MONROE k NENELL ENCMEERS,INC PO BOX 1597 AVON.CO 87620 HANNES SPAEH 970-949-7768 N � � �..LJ � � Z O � � O W J � � vi Z � - w � Z � � Z — o � FIX2: I PRO.LCT NO: 201007 � DRANN 9Y: AV ORGIN DATE: 02/22/70 V ` A 3.1 FC°B EI.EC'n��CPI F�M� � O— - A I LEGEND -{� SURFACE OR PENDANT FIXTURE Y � WALL MOUNTED FIXTURE � RECESSED FIXTURE QO WELL LIGHT � DIRECTIONAL ACCENT OR WALL WASH o--�' ROPE LIGHT(LOW OR LINE VOLTAGE) � JUNCTION BOX � TELEVISION OUTLET � — ---------- .._. . . .. ... ._ .... I ._..._ ......... ... . . I I I I � � i � ---------J � � � � I � � � I I i i ii � i � � � i i t I � � � � � i � � �_ _ ��______________________ � SWITCH �3 3-WAY SWITCH � DUPLEX RECEPTACLE �GFI DUPLEX RECEPTACLE W/GROUND FAULT � EXHAUST FAN , TELEPHONE OUTLET a MODEM OUTLET BELOW FAN ..�� 1► c� 'R �� ► � _ \��/ _ �--,.. SURFACE M O M N 0 � �� I '-6° 5 4 11 1/2" I- NOTE: 1.ONLY PROPOSED ELECTRICAL IS DENOTED ' - - — — -- ---- ---X 2.ALL NEW CANS TO BE FIRE RATED OR TENMAT H T REWORK EXISTING EXHAUST DUCT TO CONNECT TO NEW BATH FAN_ 3. MAINTAIN EXISTING FIRE RATING LOCATION. NEW PANASONIC BATH FAN WITH SMOKE DAMPER. �4.AT LEAST 50%OF ALL NEW LIGHTING SHALL USE CFL �`_"-r`.^,�_._.-/``�`_._�,/�� °.,r,�.,.,. �.._.�'"�..�..� n REFLECTED CEILING & ELECTRICAL PLAN 1/4" = 1'-0" �� / dob5;s ,� � � �� . SED ARG� (HIGH EFFICf�CY BULBS) �cHi�cr � J � � Z [O U $ " � U Q�;, � 0 � O U ■ �`J U m W C7 T � ;- (�p C = w � • ZU r � � � r _Q � �, � o E � O � Q a � n�51GN�p Q v A� � � ,�' - � �° .� �, m-� ��.��] u sm .,""} '!�` o U g)Y 3 ri � � � W �NGIN��p MONROE h NEWELL EN4YNEERS,MC PO BOX 1597 AVON,CO 61820 HANNES SPAEH 970-949-7768 N J � W ~ 0 z � � � o W J � � cri Z � — w � z � � Z _ o F«t aRO,�cr No: zoiooi DRANN BY: AV OIiGIN DATE: OT/22/10 A3.2 �CP&EI.EC?KICPL°I AN � # ROOM DOOR SIZE TYPE STYLE COMMENTS 101 ENTRY DOOR (TO REMAIN) EXISTING HINGED 1 HR RATED PAINT FINISH 102 BEDROOM 1 (NEW DOOR/JAMB) 2'6"x 7'0" HINGED 103 BATHROOM 1 (NEW DOOR/JAMB) 2'4"x 7'0" HINGED PROVIDE ROBE HOOK (OPTION) 104 BATHROOM 1 (NEW DOOR/JAMB) 2'4"x 7'0" HINGED PROVIDE ROBE HOOK (OPTION) 105 BATHROOM 1 (NEW DOOR/JAMB) 2'4"x 7'0" HINGED 106 CLOSET 2 (NEW DOOR/JAMB) 2'6" x 7'0" HINGED 107 BATHROOM 1 (OPTION) VERIFY SLIDING G1�4SS SHOWER/TUB DOOR 201 BEDROOM 2 (OPTION) 2'6"x 8'3" SLIDING CUSTOM HARDWARE @ CEILING 202 CLOSET 3 (NEW DOOR/JAMB) 2'4"x 7'0" HINGED 203 BATHROOM 2 (NEW DOOR/JAMB) 2'4"x 7'0" HINGED 204 BATHROOM 2 VERIFY SLIDING � GLASS SHOWER DOOR 205 BATHROOM 2 1'8"x 3'6" SLIDING CUSTOM POCKET W/GLASS CONTRACTOR TO VERIFY EXISTING DOOR DIMENSIONS HARDWARE: ASHLEY NORTON, BRONZE, MODERN COLLECTION MD ESCUTCHEON, APOLLO LEVER, SIZE 5" x 2.5", WHITE BRONZE FINISH DOOR SCH EDU �E NO SCALE � r_ .�� ,� �s v � �� FD pRG� RE: SCHEDULE � � �-�` X X 11 " 11 " INT. SOLID WOOD DOOR, KNOTTY ALDER, FLAT PLANK ABOVE AND BELOW , DOOR STY� E A6.1 NO SCALE N M ELEVATION 4/4 WOOD TRIM 4 WOOD JAt IM /4 WOOD BASE RIM 8/4 WOOD PLI� BLOCK INTERIOR DOOR TRIM 3" = 1 '-0" AT INTERIOR WINDOW (V c� N M ELEVATION 4/4 WOOD TRIM 4/4 WOOD TRIM 4/4 WOOD SILL TRIM INTERIOR WINDOW TRIM 3,> _ � , �„ AT INTERIOR WINDOW � z 0 z � � w J ¢ W W Q � � � w � z O.HAN�RA� WOOD HANDRAIL, LOCATE TOP OF HANDRAIL 2'-10' ABOVE NOSE OF TREAD BELOW,TYP. MEfAL RAIL BRACKET HAN D RAI L D ETAI L 3" = 1'-0" � Z 0 z ; � W � QW w � > o � W � Z CAB I N ET DOO R STYLE 1 1/2" = 1'-0" �rVOQQ JO(STS,GYPSU�vI VYALL6C7ARD,RESIItENT LHANNELS rJrse layet 7%e°pru�>�iatary ty�e;f m�ps�fm u�at&ic�ard vr�#rsurn ver;�..-:r�asc a�iied a!ri;�Etit arjyles ic� r�s,illenl 9uzrin� cl�aarnets t6" o�. t.�itka i" Tg��}e S iiryvaal! scret� 1?" c.f:- ��=YPsur��E�arc3 erzc�jcirt>1r,vatUti�r�ii�t i�k,�:y�,vF•�n Ccnt�nut�u�>c;��ins��i�an�t�ttzi�t}�:ri to aci8stir�riat pi�c�s s�1 ch�nnel 72" lon�,+rith S��r��:�s 8' o,c.�Resll�ent tuttin� izl�an�i�i� ap�?iir::i at ri�ht anyi�s tr�2 x 1t}s.•�c,r�jt�ists 2A°r�.c. r.�it#t��+a<ate�nc�iis, 1i'o" kl�ig. Q.4�92" sharik, t'a" tEEatis_ �eVac� j�i�� su��a�t{ng �la° n�rninat ir�terie�r F,lyvvt3od �uhY3 �xt�ri�r�lua"1 &G subilflor�rF�andi�ula��t�jaist�u=ith jaints sia��rc-�. Ur�rJer$ide�f 1 Fi G j�nits co��r�d t+et�r•een joist�,a��s rriih 6'x 22�s`zy x 5;s°type X gy�'sum vaal�i��rd YrattF�s fzttac�t�eci to fl��carin!�v�ith 16��:z i}:s`[ar�x i;a"r.rr�wn st�ciea s�ce�7"c�?c. ak3ng nath erl�e PRQPRIEiARY GYPSUt�d Bt3ARD Arn�ric,an Gypsurn Cor�ny �r`s'FiREBLOG TYP�C C�PH l�mrrica inc. - Sts'PrafiacTTM'7YPe G Gy�istfm Panals G-P G}�sum - �te'ToughRo�%Fir�t�ard�C L,�far�}e North Am�ru�a ine • �'s"'Fn'ech�ic�Type G �tic.n�t Gypsum C�tt�any _ s;�`Ci�Id Br�n�*E��and FtRE-S1lIELD CT"" �ypsurn Waiiboard Pt�Bi�ta Gypsum - s�a"FLA��tE CURB�5uper''G, Tc�r��)s intand Forc�si f�raduefs Corpaaf'u5n - Sfs"TG-C UnitQ�Sta#�-s Gy�isum Company . sre°SHEETRE�C:K��Brand(iyp�u�n Panels,FIRECd3DE��C Gore r :� n � i n n _ �I' A�,{�rvx_£;�:iliny Vdair�hT Firs T�si: S!nnic#Tesfi' 2.5 psf UL Fi5229-2.5•25-73. Ui dasiyn t.513 Esiimaied 4X4 WOOD NEWELL POST MATCH TRIM STAIN COLOR INTERIOR METAL GUARDRAIL 5/8"WROUGHT IRON PICKETS, TREE BARK TEXTURE W/IRON CAP AND FLAT BOTTOM R,41L- EXCEED 4"SPACING 1X WD CAP W/1/4"PROJECTION FROM SKIRT BOARD 1X WOOD SKIRT BOARD TO MATCH BASE TRIM CURB WALL ��'°�c "'` �� ,,`Q� OD � J Po �i'� 9 G � �� s�p AR�� S ECTI O N AT STAI R KN E E WALL 1 1/2" = 1'-0" O . _ . _ � A i � d'_i i 1/d" FLOOR FINISH B I O � A � __ _ � � I NEW CARPET� ►EXISTING CARPET _ _ _ , , � . , � CARPET BEDROOM 2 �ot _ , B H OO A 2 -- — - -- _ - 23 - -_ _ _ _ _ IL CLOSET 3 za2 - � . . � � C-1 �ARPET. NOTE:ONLY PROPOSED MATERIALS ARE DENOTED PROPOSED CARPET IS TO MATCH EXISTING _� LOFT - FLOOR FINISH PLAN 1/4" = 1'-0" B I /�� ,�� JEF � , �i , ApCN11�C1" } W J � E � o Z 47 U o � � U N � _,, �O � U � ■ C,`` y � ■ m- ,_ � � � W ■ �� C � � �� N � o E m �� O a Q � n�51GN�p C� � � t"� .� - } m$.r-a � � >� � K oV � _ 9� � w �NGIN��p MONROE 8 NEWELL ENGINEERS,INC PO BO%1597 AVON,CO 81620 HANNES SPAEH 970-949-7768 N � � w � � Z O � � O � W Q L�C.. � N Z � w � Z � �/ Z — � � •�� . rRO.�cr No zmooi DRAWN BY: AV � ORGIN DATE: 02/22/10 9 �! `,��.`' 1 D4.2 �FD ARG� ��K.�y��: 0 c RELOCATE SAFE IN BUILT-TIN s BUILT-IN SECTION ID5.1 1/2"= 1'-0" 3 MAIN BATH 103 ID5.1 1/2"= 1'-0" EXISTING HEATER- PROVIDE WOOD SCREEN (OPTION) TRAVERTINE STONE PIANKING N N � � 0 � r � N CV�.__� � _ ___ , - - , SHELF/ / \LF _ � / SHORT / \ HANGING \ / MIRROR \ / \ � L�NG , , � � HANQING __ - __ �� - _^ .� , �____�__ � 4 BED102 - BUILT-IN ID5.1 1/2"= 1'-0" 2 MAI N BATH 103 ID5.1 1/2"= 1'-0" N WALL /��r �V��q�. � �O� JEF �'t /� � 00 1 � �� `�� - aR --- -- __ a J L_o- , MAI N BATH 103 ID5.1 1/2"= 1'-0" TRAVERTINE STONE PLANKING I-- -EXISTING TUB TO REMAIN 3 BATH 2 203 ID5.2 1/2"= 1'-0" , BATH 2 203 ID5.2 1/2"=1'-0" 0 CV V� O�.... /J�� '9O�;t: �Q � ��'; .rirrccv D wAAt�I1�FY `t ExisnNG— �y�9 � PROPOSED � ' �/ �C� A._ .�\� , EAST SIDE ELEVATION ID5.3 3/8"=1'-0" ApCN11�CT } W J � � Z � o o vi � U N � O L G�� o � � ` d T � (�p C = W � • Z's; r � x � r _� � „ � o � � a � � n�51GN�p c� � � � e� � m-6 � S W � � DU a� � �q O p Vl ., w �NGIN��p MONROE k NEWFIL ENCINEERS.INC PO 80%1597 AVON,CO 81620 HANNES SPAEH 970-949-7768 N � �1' �..LJ � � Z O � L O WJ Q � � � z � _ w � z � � z — O � PRO�CT NO: 201001 DRANR!BY: AV ORGIN DATE: 02/22/10 1 D5.3 I�'EK��G2 EI.EAVA`�0�'S PROPOSED - - �EXISTING , WEST SIDE ELEVATION ID5.4 3/8"=1'-0" a�cHir�cr } W J � � Z � o O N � U � d O � �'� U � ;�, y m. • �c :: W � � Z:,ti n c i � r �� x � o � m � O a Q � n�51GN�p Q � � � � � Ym �q ,� � m� �. � S o� u s� ��...��.�� e� v°o �U � � _ v° �d'} W �NGIN��p MONROE a NENELL ENGINEERS,INC PO BO%7597 AVON,CO 87620 HANNES SPAEH 970-949-7768 �� ..0 � O � W � Z � � N V' � H Z � � J > vi � � w Z � Z 0 � :r No: zoiooi BY: AV DAIE: 02/22/10 1 D5.4 Ilv'E2i02 ELEAVA1101J5 1 1/2" 3'_7" 2'-0' 1'-G 2'-10' _ E�. � EQ. � EQ. EQ. �_EQ. _ EQ. � EQ. � KITCHEN/LOFT ELEVATION ID5.5 3/8"= 1'-0" LINE OF EXISTWG WALL � � 1 � � I I I I L DECORATNE WOOD TRIM i_ _i�� I � i � I LINE OF EXISTING HALF WALL I I —-__ _..___._ � ( I -_ _ SLAB CAP WOOD TOP COUNTER/DESK GE FRIDGE CUSTOM WOOD TABLE 60 �,:� HARD MAPLE- ° SURROUND � -- - �_8�� _ 2'-2° � 2'_q" � _ - _._ - _. _. —_.__.__. � KITCHEN/LOFT ELEVATION 3/8"= 1'-0" A1?CNI1�C1" � W J cMO E Z [O U O (n Q." � U N � O L � �� U � u.: N T ■ 4m m c '°' W m ■ Z{�, � � � � r �� m L X � r m �� O a Q � n�51GN�p � � � a .� £ m8 � �� oU v° � O p �e w �NGIN��p MONROE B NEWELL ENGINEERS.INC PO BO%1597 AVON,CO 81620 HANNES SPAEH 970-949-7768 N � � W � � Z O � L O W J � � cri Z � - w � Z � � Z � CO � L ISAIEU FOR: PRO.EGT NO: 201001 DRAWN BY: AV ORGIN DATE: 02/22/70 1 D5.5 ih E2,� EI.EAVA??�': - Studio 80 �O Copyright 2010 PLUMBING FIXTURE SCHEDULE MAIN LEVEL Rm# Room Name Descri tion Manufacture Product Color/Finish Trim/Finish Remarks 103 Bathroom 1 Tub, Controls and Mirabelle MIREDI HTSBN Brushed Nickel Brushed Nickel Single -Handle Tub and Shower Shower Head Edenton Collection Trim Kit Toilet Kohler K-3755 Biscuit Brushed Nickel Comfort Height 2-Piece Toilet (Option) Kelston � Faucet Mirabelle MIRWSED800BN White Brushed Nickel Two-Handle Widespread Lavatory O tion Edenton Collection Faucet 104 Kitchen Sink Elkay ELG15156K Black Gourmet Single Bowl Sink (Option 1) _ Feat�rinq E-Granite Sink Kohler K-3334 Stainless Steel Single Basin Undercounter Sink (Option 2) Undertone _ Faucet Kohler K-13963 Vibrant Stainless Pullout Kitchen Faucet Elate LOFT LEVEL Rm# Room Name Descri tion Monufacture Product Color/Finish Trim/Finish Remarks 203 Bathroom 2 Sink Kohler K-2210 Biscuit Match Faucet Lavatory 17" Caxton Faucet Mirabelle MIRWSEDl00PBN Brushed Nickel Brushed Nickel Single-Handle Lavatory Faucet Edenton Collection Toilet Kohler K-3755 White Brushed Nickel Comfort Height 2-Piece Toilet Kelston Shower Head & Mirabelle MIREDI HSBN Brushed Nickel Brushed Nickel Single-Handle Shower Only Trim Controls Edenton Collection Kit Irwin Remodel issue E - Revn 1 - Studio 80 OO Copyright 2010 ROOM FINISH SCHEDULE MAIN LEVEL Rm# Room Name Floor Base Walls Wainscot Door Trim Window Crown Ceifin Remarks 101 Entry TL WD GWB - WD - _- GWB _ 102 Bedroom 1 *CPT WD GWB - WD *WD - GWB 103 Bathroom 1 *TL *TL GWB/TL - WD - - GWB New Floor Tile TBD 104 Kitchen TL TL GWB/*WD - - - - GWB 105 Living Room *CPT/TL WD GWB/*WD - - WD - GWB 106 Stairs *CPT WD GWB - - - - GWB 107 Closet 1 - WD WD - - - - GWB Built-in 108 Closet 2 *CPT WD GWB - WD - - GWB LOFT LEVEL Rm# Room Name Floor Base Walls Wainscot Door Trim Window Crown Ceiling Remarks Trim 201 Bedroom 2 CPT WD GWB - WD WD - GWB 202 Closet 3 CPT WD GWB - WD WD - GWB 203 Bathroom 2 TL TL GWB/TL - WD WD - GWB LEGEND See Interior Elevations for exact distribution of wall materials See details and reflected ceiling plans for additional information * Existin Material - not to chan e C Concrete EP Epoxy Paint CPT Carpet CT Ceramic Tile GWB Gypsum Wallboard LOG Log MTL Metal STN Stone TL Tile TX Textu re WD Wood GL Glass Irwin Remodel (ssue E- Revn 1 - Studio 80 �O Copyright 2010 APPLIANCE AND EQU►PMENT SCHEDULE MAIN LEVEL Rm# Room Name Descri tion Manufacturer Product Color/Finish Remarks 104 Kitchen Range Frigidaire FSY1-FGE3065KF Stainless Steel 30" Range, Bottom Warming Drawer (Option) Range Frigidaire FGES3045KF Stainless Steel 30" Range, Bottom Storage Drawer (Option) Refrigerator/ Fisher& Paykel E5226RXFDU Stainless Steel Water Disper/Ice Maker w/ Filter Freezer � Dishwasher Frigidaire FGHD2433KF Stainless Steel 24", Controls on top of Door, Energy Star (Opton) Dishwasher Frigidaire FM6330RGC Stainless Steel 18" Built-in (Option) Microwave Frigidaire FSY1-FGBM185KF Stainless Steel Over The Range Garbage Disposal General Contractor to specify 103 Bathroom 1 Electric Heat Pad- General Contractor to specify - only in Standard (Option) WC/Shower area LOFT LEVEL Rm# Room Name Descri tion Manufocturer Product Color/Finish Remarks 203 Bathroom 2 Electric Heat Pad- General Contractor to specify Standard (Option) Irwin Remodel Issue E - Revn 1 ° Studio 80 �O Copyright 2010 TILE SCHEDULE MAIN LEVEL Rm# Room Name Size Description Manufacturer Product Color Remarks 101 Entry/ Hall 12"x 12" Floor Decorative Limestone Grey Gold Materials 103 Bathroom 1 12"x 12" Floor Decorative Limestone Grey Gold (Option) Materials 4"x 12" Base Decorative Limestone Grey Gold (Option) Materials Planking Shower Walls Select Services Travertine,Cuzco Arroyo Planking 4" 6" 8" Collection 104 Kitchen 12"x 12" Floor Decorative Limestone Grey Gold Materials 4"x 12" Base Decorative Limestone Grey Gold Materials Slab Countertop European Marble & Absolute Black Honed Granite 4" Height Backsplash European Marble & Absolute Black Honed Slab Granite 105 Living Room - Fireplace 12"x 12" Floor Decorative Limestone Grey Gold Materials Slab Front European Marble & Absolute Black Honed Granite LOFT LEVEL Rm# Room Name Size Descri tion Manufacturer Product Color Remarks 203 Bathroom 2 12"x 12" Floor Decorative Limestone Grey Gold Shower bxb Materials 4"x 12" Base Decorative Limestone Grey Gold Materials Planking Shower Wall Select Services Travertine,Cuzco Arroyo Planking 4", b", 8" Collection Slab Countertop Select Services To Match Existing Bath 1 Vanity 4" Height Backsplash Select Services To Match Existing Bath 1 Vanity Slab Irwin Remodel Issue E - Revn 1 Studio 80 �O Copyright 2010 TOILET AND BATH ACCESSOR►ES SCHEDULE MAIN LEVEL Rm # Room Name Descri tion Manufacturer Product Finish Remarks 103 Bathroom 1 Towel Bar Mirabelle MIRMLEDI8TBBN Brushed Nickel 18" Towel Bar (Option) Edenton Collection Towel Bar Mirabelle MIRMLED24TBBN Brushed Nickel 24"Towel Bar (Option) Edenton Collection Robe Hook Mirabelle MIRMLEDRHBN Brushed Nickel Refer To Door Schedule (Option) Edenton Collection _ Toilet Paper Holder Mirabelle MIRMLEDTHBN Brushed Nickel (Option) Edenton Collection LOFT LEVEL Rm # Room Name Descri tion Manufacturer Product Finish Remarks 203 Bathroom 2 Towel Bar Mirabelle MIRMLED24TBBN Brushed Nickel 24"Towel Bar Edenton Collection Towel Bar Mirabelle MIRMLEDI 8TBBN Brushed Nickel 18"Towel Bar Edenton Collection Toilet Paper Holder Mirabelle MIRMLEDTHBN Brushed Nickel Edenton Collection Robe Hooks Mirabelle MIRMLEDRHBN Brushed Nickel Refer To Door Schedule (Option) Edenton Collection Irwin Remodel Issue E - Revn 1 Studio 80 �O Copyright 2010 CABINETRY SCHEDULE Irwin Remodel Issue E - Revn 1 MAIN LEVEL • Door Hardware Drawer Hardware Rm # Room Name Descri tion S le T e Finish S le T e Finish Mat'I Distress Finish Remarks 102 Bedroom 1 (Built-in Refer to Elevations 1 2 1 1 2 1 1 1 1 Closet) 103 Bathroom 1 Keep Existing 2 1 1 1 Add New Hardware Cabinets 104 Kitchen Refer to Elevations 1 2 1 1 2 1 1 1 1 LOFT LEVEL Door Hardware Drawer Hardware Rm # Room Name Descri tion S le T e Finish S le T e Finish Mat'I Distress Finish Remarks 203 Bathroom 2 Refer to 1 2 1 1 1 1 1 1 1 Elevations CABINETRY MATERIALS Door Style 1 Flat, plank Drawer Style 1 Flat, plank Material Types 1 Knotty Alder Distressing 1 None Finish Types 1 Paint Grade CABINETRY HARDWARE Hardware Types 1 Ashley Norton, Knob - WL390 2 Ashley Norton, Pull - WL351 Hardware Finish Types 1 White Bronze GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: A. LOFT FLOOR 40 PSF � B. LNE LOADS ARE REDUCED PER CODE IF APPLICABLE. C. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE,2009 EDITION. 2. TESTING,INSPECTIONS AND OBSERVATIONS: A. THE STRUC'T[JRAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF TIIE CONSTRUCTION;SUCH OBSERVATIONS SHALL NOT REPLACE REQiTIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS"SPECIAL INSPECTIONS"AS MAY BE REQUIRED BY CHAPTER 17 OF TF�INI'ERNATIONAL BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY TEIE SPECIAL INSPECTOR i.TNLESS SPECIFICALLY WAIVED BY THE BUII.DING OFFICIAL. 1. STEEL CONSTRUCTION a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT TI IE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.3. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS,PROVIDED THE MATF.RIALS, WELDING PROCEDURES AND QUALIFTCATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK;PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS;AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16"IN SIZE. 2. WELDING OF STAIRS AND RAILING SYSTEMS. c. VERIFY STRUCT[_JRAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN TIIE APPROVED CONSTRUCTION DOCi_IMENTS AND MANLJFACTURER'S CERTIFTED MII,L TEST REPORTS. 3. STRUC'I'[JRAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992,(50 KSI)AND EXCEPT PIPE COLIJMNS WIIICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500,GRADE B,LATEST EDITIONS.STEEL SUPPLIER MAY PROVIDE ASTM A572,GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SIIALL BE A36 STEEL. B. ALL STRUCTiTRAL BOLTS SHALL BE A325N INSTALLED TO A MINIMLJM SNUG TIGHT CONDITION.ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 LJNLESS NOTED O'I'I IERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH'I'I� LATEST PROVISIONS OF AISC"MANUAL OF STEEL CONSTRUCTION." D. EXCEPT WHERE DETAILED OTHERISE,FABRICATOR SHALL SELECT STEEL CONNECTIONS PER AISC"MANUAL OF STEEL CONSTRUCTION"(ASD),TABLE 11-A AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL"WITH A325 N BOLTS(OR WELDED EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUC'I'[.JRAL DRAWINGS. WHEN LOADS ARE NOT SHOWN,SELECT CONNECTION TO SUPPORT 60%THE TOTAL LJNIFORM LOAD CAPACITY PER AISC"MANUAL OF STEEL CONSTRUCTION"FOR EACH GIVEN BEAM AND SPAN. E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING'I'f�AMEffiCAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS'I'HAN 3/16"CONTINUOUS FILLET UNLESS NOTED OTHERWISE. G. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WI"I'H ALL STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE H. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. 4. WOOD A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FTR,LARCH,GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO IN'I'ERNATIONAL BUILDING CODE AS FOLLOWS: 2"THICK-4"TO 6"WIDE(WALL STUD ONLY) STUD Fb= 700 PSI 2"TO 4"THICK-G'AND WIDER NO.2 Fb= 900 PSI 5"THICK-5"AND WIDER NO.1 Fb= 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONRF_PETTTVE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. PROVIDE METAL CROSS BRIDGING NOT OVER 8'ON CENTER FOR ALL 2X WOOD JOISTS. SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQLJII2ED. C. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO Tf�IBC SCHEDULE TABLE 2304-9.1 iJNI.ESS NOTED O'I'f IF,RWISE. D. PLYWOOD DECK AND/OR ORIENTED S'I'RAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING.APPLICATION SIIAI.L BE IN ACCORDANCE WITH RECOMMENDATTONS OF'ITIE AMF.RICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH TIIE GRADE-'IRADEMARK OF'I'f� AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET'I'I�REQUIREMENTS OF U.S.PRODUCTS STANDARD PSI,LATEST EDITION FOR PLYWOOD.ALL PANELS WHICH HAVE ANY EDGE OR Si.JRF'ACE PERMANENTLY EXPOSED TO'I'fIE WEATHER SHALL BE OF THE F.X'I'F.RIOR TYPE. 3. FOR FLOORING USE 3/4"T&G STURD-I-FLOOR SHEATHING GLUED AND NAII.ED WITH lOD NAILS AT 6"ON CENTER ALONG PANEL EDGES AND AT 12"ALONG INTERMEDIATE SUPPORTS. 4. FLOOR SHEATHING SHALL BE INSTALLED WITH'I'E�FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 5. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS,TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCHING SUPPORTS. E. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON Tf-IE DRAWINGS AND SHALL BE"BCI-JOIST"AS MANLJFAC'I'[.JRED BY BOISE CORPORATION.ALTERNATES SHALL BE REVIEWED BY THE ENGINEER.TO BE CONSIDERED,ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING,SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS.WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANLJFAC'I'CJRER. F. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE'IEiF.FOLLOWING STRGSS CAPACITIES:FB=2800 PSI,E=2,000,000 PSI,FC=750 PSI,FV-285 PSI. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANi JF'AC'I'[.JRERS' RECOMMENDATIONS.CONTRACTOR SHALL HAVE THE OPTTON OF USING 3 1/2"OR 5 1/4°WIDE MEMBERS. 5. NON-STRUCT'i.JRAL ELEMENTS A. ELEMENTS SUCH AS NON-BEARING PARTITIONS,ETC.ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOLJNT DEFLECTIONS AND OTHER STRUCTCJRAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCT[JRAL PARTS SHALL BE PROVIDED AND SIIALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFTED BY THE ARCHITEC'I'[JRAL DRAWINGS.STRUCTURAL STEEL MEMBERS SHAI..L BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. 6. GENFR AT. A. ENGINEER'S ACCEPTANCE MUST BE SECiJRED FOR ALL STRUC'ITJRAL SUBSTITUTIONS. B. VERIFY ALL OPENINGS THROUGH FLOORS,ROOF AND WALLS WITH MECIIANICAL AND ELECTRICAL CONTRACTORS.VERIFICATION OF LOCATIONS,SIZES,LIN'I'F.LS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBII.ITY. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR O'ITiF.R ITEMS TO BE ATTACHED TO THE STRUCTCJRE,ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED.UNLESS SPECIFTCALI.,Y DETAII.ED ON ARCHITECT'[JRAL AND STRUCTiJRAL DRAWINGS,RESPECTIVE SUBCON'I'RACTOR SHALL F[JRNISH ALL HANGERS,CONNECTIONS,ETC.,REQiJIIZED FOR INSTALLATION OF HIS ITEMS. D. WATERPROOFING,VAPOR BARRIERS,ETC.,SIIALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN T'HE SPECIFTCATIONS. E. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR WALLS AS SPECIFIED IN SECTION 1405 OF THE IN'I'ERNATIONAL BUII,DING CODE. F. ALL DIMENSIONS ON STRUCTi_JRAI.DRAWINGS SHALL BE CHECKED AGAINST FIELD CONDITIONS AND ARCHITEC'I'[JRAL DRAWINGS. G. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS.IF CONDITIONS ARE DIFFERENT THAN ASSUMED,NOTIFY ENGINEER. H. THIS REMODEL HAS BEEN REVIEWED STRUC'I'LJRALLY FOR COMPLIANCE WI'I'H SECTION 3403.3.ADDITIONAL FLOOR AREA WILL BE SIGNIFICANTLY LESS'I'IIEN 1%OF TTIE BLTILDING FLOOR AREA. TO TT�E BEST OF OUR KNOWLEDGE IT IS IN COMPLIANCE WI'I'H SECTION 3403. � ✓Ionroe & Newell Engineers, Inc. P.O.Box 1597 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 Email: avon@monrce-newell.com 1701 Wynkoop Street,Suite 200 Denver,Colorado 80202 (303)623-4927 FAX(303)623-6602 Email:denver@monroe-newell.com �cHir�cr } J � E Z m8 �OO�N o- � o� �UvW W m >. ■ � m c = w W •ZUr. � a � E � o � Q a � b�51GN�p 0 � U � N � � _ *r# u -- t1 = >° � <� � Q 3y � � ~y � z �NGIN��p M()NN(JI:dt NI�:WI�:LL ENG➢VEERS,pV(' eo eox�s�� AVON.CO 8 t6211 HANM:S SYA[II 9]0-94)-"1]6N N J � W � 0 ~ Z � O Q C U L = W Q � � vi Z � � � Z � �/ Z — Q � PROIECT NO:8249 DRAW N BY:A VN ORGIN DATE'�.02RZ/�� S1 �:KFEa.NOr:� . _ I — � � NEW (3)�X6 GOLUMN IN EXISTING WALL FLOOR ELEVATION �^� �NEW (3)�X6 GOLUMN �� IN EXISTING WALL � �� i�..� � �� I �� I Y I/4" = I'-O" ✓Ionroe & Newell �cH��c� Engineers, Inc. } P.O.Box 1597 W 70 Benchmark Road,Suite 204 J m E Avon,Colorado 81620 (970)949-7768 Z o $ FAX(970)949-4054 9 Email: avon@monrce-newell.com Q F o L U � 1701 Wynkoop Street,Suite 200 ��F W� Denver,Colorado 80202 = W W (303)623-4927 ■Z U � � FAX(303)623-6602 � �W Email:denver@monroe-newell.com �a x E � o � a Q � b�51GN�p � � � — � N � Y W _ 7 :p.� � _ � � �� _ �o � � :� Q s� � V'w � � ' � ? �NGIN��p Morraor:s mcw�s�� ENC➢VEERS,WC PO BOX 159] AVON.CO 81620 IIANNLS SPAfII 9'l0-94Y-'/]68 N J � W � 0 ~ z � � C O < � J W Q � � vi Z � � _ w � Z � � Z — o � PROIECI NO�.8249 DRAWNBY:AVN ORCIN DATE�.02/22/10 �� k"C��_E's[l`l;1< ,r.,'�',��a FI.rN � ' . A I ✓Ionroe & Newell Engineers, Inc. P.O.Box 1597 70 Benchmark Road,Suite 204 Avon,Colorado 81620 FAX(9 Oj 949-4054 Email: avon@monrce-newell.com 1701 Wynkoop Street,Suite 200 Denver,Colorado 80202 FAX(303j 623-6602 Email:denver@monroe-newell.com � � � 1 l � � ^ � � � � �� i��1"f f l�lC� fi-�� 1�1 I/4" = I'-O" �cHir�cr � W J � E Z m8 �OO�N o- �� W W m T ■ F m c = w W ■Z� °�°2 -Q � W � o � a � b�51GN�p � Z � Op o - Q � .,� � -- w - '� _ ;� � :� � 4 °° a �� .�, - - � � �NGIN��p MONROE&NEWELL I�:NCINI:I�:RS,pVC PO BOX l59] A VON.CO BI620 HANNES SPAQi 9]I}949-]]68 N J d' W � � ~ z � � p < U < J W Q � � vi Z � � _ w � Z � � Z — o � ISSULUI�bN: PROIECE NO�.8249 DRAWNBY�.AVN ORGQJ DATE�.02/12/10 S3 :;�� <<�,�:�, :.,�,,�N�n�wv � . . � s SIMP�'.�ON LSTA36 AT EAGH WALL STUD �X4 AT I'-4.. STUD WALL NEW FLOOR SHEATHIN6 REMOVE EXISTING BEAM (SHORE EXISTING FLOO� �------ i i i i i i i � � � � � � � I I �XISTINd NEW � � i I I I NEW (3)-II ' LVL BEAM NEW BGI FLOOR JOIST EXISTIN6 JOIST WITH NEW SIMPSpN HANC�E RS S � C T f 01�1 2 I �/�" � ��0�� (�)-I 3/4" X 5 I/2" LVL �Xb AT I'-4" BLOG�I N6 (�)-II "i/8" LVL ED6E BEAM SIMP°.�ON LSTA�4 AT EAGH WALL STUD '1/I6" PLYWOOD SHEATHIN6 EXISTIN6 STUD YVALL NEW 3/4" FLOOR SHEATH I NG NEW I I 7/8" BGI/6000- FLOOR JOIST AT�'-O" WITH SIMP�'.�ON IUS HANGER NEW I 3/4" X II 'i/8" LEDGER WITH 3/4" � X 3" LAG-BOLT AT 6" S � CT � �/�� I��O�� e e e e e e f Oi�l ✓Ionroe & Newell Engineers, Inc. P.O.Box 1597 70 Benchmazk Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 Email: avonQa monrce-newell.com 1701 Wynkoop Street,Suite 200 Denver,Colorado 80202 (303)623-4927 FAX(303)623-6602 Email:denver@monroe-newell.com I 3/4" X II 7/8" LVL BLOGiGING BETWEEN EXISTING STUDS �X6 X�'-O" EAGH SIDE EAGH EXISTING STUD WITH (8)-IOd X � I/�" NAILS �cHir�cr } W J � E Z m8 v°�N o— C� o� L W m i. F am ■ = W W �Z� �� _Q � „ � o � a Q � n�51GN�p Q�/I� z c� +�If N _ �, {� � _ a - ••-1 � -_ _ >o � g '` � �t � � _- � ? �NGIN��p MOM202 A NLWI�:LL ENGpVEERS,QJC PO ROX 159"! A VON,CO 81620 HANNES SPAEH 9]4949-"1]68 N J � W � 0 ~ z � 0 0 C V L � W Q � � �i z � � _ w � z � �/ Z — O � ;.;;s;�;-. �'` v ! � , �� a /! PROIECI'N0-A249 ;4 e`�1 , DRAWNBY.AVN `f ORGIN DA'I2:02/22/10 r i �� FF',"PI��>G'_-r�,.` � � � �_ � � ` °�• �° • Department of Community Developmen� �� , �� •�r �°- . S h F R d� �� x ,'�- . �� ..� �. � . 75 aut rontage oa �.., v. . " "'� �' Vaia,�Cp�orado 81657: � r ,, . .. . , . , , �.. ` � �"�I' � ,, �� :. ,� "'",� ��- �� s�0�47� �"}. � ��, ��`��"�► �`' �� r� ��'F�i�970-4��''��,�", � . . � ',",�.� .,. %:�5, .�a�,�:,.� . ,�'•." ` ��j VWVMY ,. i� ` "�, �':� � � � ��l' . A . §��;�; , _. � _ , � ent�F�^ieu�,� n�tP� x ,� , .,• . , .,� ; : ; �, ��.i�� ` � d �� .�, .. . °a, � . �' : . .a��' , , s , „g { ;,: BUILDING PERMIT APPLICATION Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. Project Street Address: Office Use: � n -�— � ` � � �� , ` 684 W. Lionshead Circle 421 Project#: �(�-t� U �i� (Number) (Street) (Suite#) DRB#: � �� _�' -r'o-� Building/Complex Name: Montaneros Building Permit#: �� " � 2- T T Contractor Information: Lot#: Block# Subdivision: Company: SRE Builders, Inc. Company Address: PO Box 6376 Detailed Scope and Location of Work: Loft expansion, City: Vail State: co Z;p:81658 renovate kitchen &2nd floor bath, finishes Contact Name: Sarah Contact Phone: 970-845-6359 E-Mail sarah@srebuilders.com (use additional sheet if necessary) 9 360A Work Class: Town of i tractor Re istration No.: New( ) Addition ( ) Remodel(� Repair( ) Other( ) X �� Work Type Contractor Signatur ( e ired) Interior(�) Exterior( ) Both ( ) Property Information Type of Building: Parcel#: 2101-063-09-040 Single-Family( ) Duplex( ) Multi-Family(� (For parcel#,contact Eagle County Assessors Office at 970-328-8640 or Commercial( ) Other( ) visit www.eaglecounty.us/patie) Tenant Name: Does a Fire Alarm Exist? Yes(� No( ) Owner Name: Jacqueline E. Irwin Recovable Trust Monitored Alarm? Yes(� No( ) Does a Sprinkler System Exist? Yes(� No( ) Valuations(Labor&Materials) #&Type of Existing Fireplaces: Gas Appliances Gas Log � Wood/Pellet Wood Burning Building: $39,700 #&Type of Proposed Fireplaces: Gas Appliances Plumbing: $5500 Gas Log � Wood/Pellet Wood Burning Electrical: g 4200 .. -��.�,..��.�,�.a-�.-,°�°°�..-.�-�..�..�°,�.°�,a:'-s Mechanical: (including fireplace) $750 Date Received: �l�� 1 Total: g 50,150 �� + n n a � l!� U � � � 15-May-10 . vnti�,Fr F�.. ��; �` �'`�+-�, � ' �7�� " /��. i. �� '� / � � �__ Q�'FR�'ek g a��`�� Vail Fire Department �_.__ Asbestos Testing &Abatement Requirements Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders 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: � Will not 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�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 � ��s "M1`>�,��.yy ��Wn ot Va�` Phone(303)763 9639 � ERR� � H E RRO N� Enterprises USA,I �j .� I Fax(303)763 9686 ��' �� . E-Mail Lennie.Herron comcast.net J7 @ �bl'�ghed�� Hazardous Materials*Mold*Asbestos*Lead Paint Website www.HERRON-Enterprises.com Environmental Services*Industrial Hy ienists 7261 W Hampden Ave Lakewood Colorado 80227-5305 August 13,2010 To: SRE Builders/Ms.Sarah Wyscarver �� HERRON�Project No.: 0810102 Job No.: Verbal Location: 641 W.Lionshead Cr.,Vail,CO 81657 Date(s)of Service: August 12,2010 Services Requested: Environmental Consultation/Limited Asbestos Building Inspection Scope of Work Per your request, and under the guidelines defined, HERRON� Enterprises USA, Inc. (HERRON�) has concluded the Environmental Consultation/Limited Asbestos Building Inspection at the aforementioned property. Local, state and/or federal regulations, including but not limited to the Air Quality Control Division (AQCC) Regulation 8, OSHA 1926.1101, and EPA (NESHAP) 40 CFR Part 61 may require a comprehensive asbestos inspection prior to a renovation or demolition. This inspection requires an AHERA and State certified asbestos building inspector identifying and sampling any friable and non-friable asbestos containing materials which could be affected by the activity. HERRON�was contracted by the Client,to perform: a Environmental Consultation/Asbestos Sarvices, Limited Asbestos Building Inspection, specifically tailored to Friable and Non-Friable Suspect Asbestos Containing Materials (ACM), associated with the aforementioned property, specifically; Client directed Limited Asbestos Building Inspection prior to a renovation of 641 W. Lionshead Cr.,Vail,CO 81657 as follows: White Drywall/Joint Compound Ceramic Tile 4 Rush turnaround PLM Analyses; It was expressly advised that although this is a Limited Asbestos Building Inspection, it is comprehensive to the aforementioned materials. Only materials impacted requiring response actions have been instructed and authorized by the Client. Under the protocol of limited sampling whereas not `all' suspect materials outside of the response action areas were sampled, under local, state and/or federal regulations, including but not limited to AQCC Regulation 8 and OSHA 29 CFR 1926.1101, a certain protocol for sampling, number of samples obtained,and assessment is required. HERRON�was subsequently contracted by the Client,to perform: Not Applicable. I HERRONm Project No.0810102 Page No.-I August 13,2010 Limited Asbestos Building Inspection I i �� ERR� � H E RRO N� Enterprises USA,Inc. PhFax(303)763 9686 E-Mail Lennie.Herron@comcast.net b/fshed�� Hazardous Materials*Mold'Asbestos*Lead Paint Website www.HERRON-Enterprises.com Environmental Services*Industrial H qienists 7261 W.Hampden Ave. Lakewood Colorado 80227-5305 Assumptions,and Limitations This Environmental Consultation/Limited Asbestos Building Inspection is applicable in whole, not in part, to the entire contents of the document. HERRON� and this Environmental Consultation/Limited Asbestos Building Inspection make no representation or assumptions as to past and/or future conditions/occurrences of the specific area(s)inspected. The results, conclusions and/or recommendations expressed in this Environmental Consultation/Limited Asbestos Building Inspection are based solely on the conditions which were observed at the time of this Emironmental Consultation/Limited Asbestos Building Inspection. HERRON�'s inspection incorporated non-destructive sampling techniques and visual inspections in areas which were visible/accessible. Conditions and/or materials which were not inspected and/ar commented on may very well differ from those which were inspected and/or commented on. Closure This report is provided for the use of the Client as it applies to the subject properiy. Its preparation has been in accordance with generally accepted practices in asbestos,and industrial hygiene. Thank you for the opportunity to be of service. Should you have any questions or comments regarding this report, please do not hesitate to call HERRON�Enterprises USA,Inc. Sincerely, Sincerely, Billie J.Herron-Lusk Project Manager HERRON�Enterprises USA,Inc. Certified Asbestos Building Inspectors(s): Robert A.Longmire HERRON°°Project No.0810102 Page No.-2 August 13,2010 Limited Asbestos Building Inspection I ��t�� ERR� � H E R R O N� , Phone(303)763 9639 Enterprises USA,Inc. Fax(303)763 9686 E-Mail Lennie.Herron@comcast.net ISh9d�� Hazardous Materials*Mold'Asbestos*Lead Paint Website www.HERRON-Enterprises.com Environmental Services*Industrial Hy ienists 7261 W Hampden Ave Lakewood Colorado 80227-5305 Recommendations The Client has advised that 641 W.Lionshead Cr.,Vail,CO 81657 is a renovation. As Regulated Asbestos Containing Materials were identified,HERRON�would recommend as a minimum Plan of Action: l. Asbestos Abatement Project Design (Plan of Action): coordinated with Owner should be developed in order to direct exact areas and quantities of removal for renovation or demolition purposes. 2. Asbestos Abatement (to facilitate demolition): coordinated with Client, should the material be required to be removed prior to renovation or demolition activity: 3. Asbestos Air Monitoring: of project on behalf of Client, i.e., compliance to local, state, and/or federal regulations, including but not limited to AQCC Regulation 8, OSHA 1926.1101,and EPA(NESHAP)40 CFR Part 61, i.e.,final visual containment inspection(s),final clearance air monitoring,etc. Conclusion Based on the information generated by this report, we conclude that the aforementioned property does have Regulated Asbestos Containing Material(s)(RACM), in accordance with local,state, and/or federal regulations for purposes of a renovation or demolition(when conducted in accordance with local,state and/or federal regulations). In order to comply with local, state, and/or federal regulations, the following ACM, or assumed ACM will have to be removed if they will be affected by the renovation: Sample No. Homogeneous Material Description �Approxi- zAHERA Asbestos Layer/ mate Rating Laboratory Physical Description Quanti Results Stomp Textured Drywall Walls, �SF 6 Miscellaneous Material(M)(Class II),Non- Friable,Good Condition(Current Condition),throughout House 081010-1A Bedroom,N Wall,2' from Floor,2'from 3.0%C A:White compound W Wall,Sample 1 of 3 0.0% B:Beige/multi colored paint 0.0% C:White/brown drywall 081210-1B Bedroom,N Wall,2' from Floor,2' from E 0.0% A:Beige/multi colored Wall,Sample 2 of 3 paint 3.0%C B: White compound 0.0% C: White/brown drywall 081210-1C Bathroom,at NW Corner,7' from Floor, 0.0% A:White resinous Sample 3 of 3 material 0.0% B:White paint 0.0% C:White tape 3.0%C D: White compound 0.0% E:White/brown d wall 'Quantification not within the scope of this inspection. ZAHERA Rating based on current usage,however,is likely to change dependent on the use of the property. HERRON�Project No.0810102 Page No.-3 August 13,2010 Limited Asbestos Building Inspection __ . ��t�� ERR� � H E RRO N� Enterprises USA,Inc. PhFax(303)763 9686 E-Mail Lennie.Herron@comcast.net b/'�Shed�� Hazardous Materials*Mold*Asbestos*Lead Paint Website www.HERRON-Enterprises.com Environmental Services*Industrial Hy ienists 7267 W.Hampden Ave. Lakewood Colorado 80227-5305 Materials that contain<=1.0%Asbestos are not considered Asbestos Containing Materials by NESHAPS or EPA but may still be covered by OSHA. OSHA regulations may apply during potential disturbance activities. Although a material may have been determined to contain r-1.0% Asbestos, or during a demolition, if the composition of drywall/joint compound(when the joint compound does not cover the entire surface)has been determined to contain<=1.0% Asbestos,this document serves as a Hazard Communication and should be followed during an activity such as a renovation or demolition, to ensure that an exposure does not occur. The Maximum Allowable Asbestos Level (MAAL) may not be exceeded at `any' time in accordance with local, state, and/or federal regulations, including but not limited to AQCC Regulation 8(State),29 CFR 1926.1101 (OSHA),40 CFR Part 61 EPA(NESHAP),and 40 CFR 763 EPA(AHERA). Suspect materials which were sampled and determined to contain <=1.0% Asbestos (refer to Attachments), by PLM and/or PLM Point Count analysis are: White Ceramic Wall Tile, Miscellaneous Material (M), <160 Square Feet, Non-Friable, Good Condition (Current Condition)throughout, 1 Sample(s), 081210-2A,Bathroom,at SW Corner,.25' from Floor Suspect materials which were not within the Scope of Work at the time of the inspection were: 1. `All'EPA suspect Materials not requested. 2. `Any' confirmed or suspect ACM which may have been concealed at the time of the inspection. 3. During a normal inspection, and more specifically when non-destructive sampling techniques are employed, it is not within the scope of the inspection to remove surface materials to inspect the structures and/or materials which may be under the surface, i.e., within or under concealed areas such as under carpet, under sub-floors, within chases, walls, crawlspaces, tunnels, etc., to remove suspect Asbestos Containing Material(s), to move and/or sample electrical wiring which has not been 'locked out', etc. All said areas are to be assumed as containing >1.0%Asbestos, until such a time that these areas are made accessible,and/or rendered safe so that sampling can be performed. 4. HERRON� recommends extreme caution during a renovation or demolition of these areas in the event that an area which was not suspect, visible, accessible and/or specified during the inspection, is discovered to contain or is suspected of containing an Asbestos Containing Material (ACM). Under local, state and/or federal regulations, should such an event occur,the Client and or Contractor is required to cease operations which may effect this(these)material(s)until an inspection is concluded and a determination is made by an AHERA and State Certified Asbestos Building Inspector. 5. It was expressly advised that although this is a Limited Asbestos Building Inspection, it is comprehensive to the aforementioned materials. Only materials impacted requiring response actions have been instructed and authorized by the Client. Under the protocol of limited sampling whereas not`all' suspect materials outside of the response action areas were sampled, under local, state and/or federal regulations, including but not limited to WAQS&R Regulation and OSHA 29 CFR 1926.1101,a certain protocol for sampling,number of samples obtained,and assessment is required. 6. Disturbance of these areas could create a potential health hazard. Suspect materials which were visually inspected and determined to be Non-ACM materials at the time of the inspection were: Not applicable. HERRON�Project No.0810102 Page No.-4 August 13,2010 Limited Asbestos Building Inspection �� ERR� � H E R RO N� Enterprises USA,Inc. PhFax(303)763 9686 t4_�� , E-Mail Lennie.Herron@comcast.net ��O' � Hazardous Materials*Mold*Asbestos*Lead Paint Website www.HERRON-Enterprises.com Environmental Services*Industrial Hygienists 7261 W.Hampden Ave. Lakewood Colorado 80227-5305 �s: �«iH uig�„ s�u��, ,,,��.�.,�s ��y�u�r.„,,,� ' � , � � �, *�r � i 'l� M I . � ��3„ •w,.� �i , . '^"yk„ ,�t�a�i, . . ..{ . ..� .. .. . ruw�a+�rcr,v '? {r . �, ��,� � �- - �� ° � # . � � � � � � ��.�' � �� w ��q.=�� n, � �� r �., x .�s.r . � ,.p r... . .. ..,� .i . ,. ..�.�.� a :. I �, , .. ..',. u... e.�. .. , 8 �. � w. .,... ^t�l� '""I" "I I JI u h � m + ; III '"II I Nd ��. "Y . �wf.3�.aNdumw:�'sl"�m,k'� .�m��..«�'�� ..�... � . o.a . 1C �� * +� �' ! � ' F ' � ! �� , . F .. . �t� g i I � f i � . . � tl �� , ."( ..� i' �� k b V� , iuQ I� ., II ' I I . �. II �� k �n. �f7��li��S ,', �i± i . �. � :' � � . +i �� ....„ � x ��, �� t ,� �h $ � �I �I` { � ' f i �I � + � J ;i 4 I 4 ,.. 5 , � �r e � q I��iI�� M�:, , �,� � �' r,, � � .ti � r� '��'•�^&� � , i. .4a ; � � ai�� ,�`a rpM,� � s�M1 ,r"" �k I ��+��,. , � � 6°u Ip I A p �m��r « o- ( � � i'�, �i��Nlilyi Uk� �q ili�i�,��4ku4 ,-. :��y �:na�,, i 0 � i� � � '��" �w� .. �. �,��'� ��" �i�l,w. .,.,� g � ' m" fi .��. :i, . � '# #:t .Mr s9 '„� .i k y ' � N�i �t�° d�0f3�� ,.,. ��, ° `��'w'�i,,.. � 3 1'� , i I�i� P�iaK� '' .' ,�� , � �� '..�H � �� i� � : � '�,. `� " � i�, t u,.� .. �`� IX n u1�1'� . . � �. i� .�,, y �� ,�y� � �� Il��.w .�`� � „ �I ..._.. . , ��MI�W `."$;.;; ,^ p+n - ,, Y . ��, n,: ;2A �4��"��u�� ; ��µ ip r�+j M W""'�.u.M�i �4'{�+dY�� '�T11R�d �' 7. ¢ X� m. � s I� �. �� '� �Ix �. �y ��.. , �tli : ��' r I FRp r ,r.r '� t"�' 1 �� "`� V ��""IB n1�. �r�„a "� inlllll��+ , ` �y�* 41,��.NUI� .�k a�'� � �"� � rI r � s 7µ�hlf g��7G 4 ��i u �,��1 x��kYVY.M�,.�,r �'�� '�.�.�.. wl . � �, 'x �h�':' ��NI up� �� J a°�. l�i i@.m�,�s � . 7 .e . � lA . � � �u� � �� .� � _w._,.,... , ��q � �ai i � � {a�� : ��" �`�``n+. - i7.. �+�'p��p �+ ��'= V '�ytl�' '�'�'�'E't �44'F�,� , .. ��µ�h�� . � P�r"y � �C��iW �N�I� .. � y�y�'7N�,.�F ,�'��wuu I N ��+ ��9�I�ry��i��4�a��X��i i W �4� �� . �I�I 9�I� ��dil�i...., a�� '� , ry �.. �„ �+��;� E ia 7I�iA ��C41�,�'y ##r �Y � _,,, �r�, . . } ,�q� "��..�I� �t 4wliryui� � �° u k �� x� .,.. �. . �a � �°'�re w t �n � w ul�r �"hY,�3c�dh��' fi� � , �� '',F� � � " dw� I��^��II�'�� i '� a�W4�S �'�i� . � �' i d �.. �h b+ � � „n, �9,.,..�.Eqa7lua�WuWkYw.�MU+f,5" wr ' �d�� '��. �a�:...�..�a��.w�, �.. . . 18 HERRONm Project No.0810102 Page No.-5 August 13,2010 Limited Asbestos Building Inspection h?�►s�►r " " R E 1 LAB volr� En vira►nm�en tal, /nc. August 13, 2010 Laboratory Code: RES Subcontract Number: NA Laboratory Report: RES 197208-1 Project#/P.O.# 0810102 Project Description: None Given Billie Herron Herron Enterprises, USA, Inc. 7261 W. Hampden Ave. Lakewood CO 80227 Dear Customer, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industriat Hygiene Association(AIHA), Lab ID 101533-Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 197208-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feei free to call 303-964-1986. Sincerely, , � . _ , - - �,,r' �— - <--;.-�-_ ,� ��-.:�--��i" i''.� -v-:_._____ Jeanne Spencer Orr President / =�� , �!-� --�/'t%��,�'-'�--'. Analyst(s): ` �- Paul D. LoScalzo Weniong Liu Michael Scales Rich Wegrzyn Anita Bridges Robert R. Workman Jr. P:303-964-1986 5801 Logan Street, Suite 100 Denver, CO 80216 1-866-RESI-ENV F: 303-477-4275 www.reilab.com Page 1 of 2 RESERVOIRS ENVIRONMENTAL, INC. NVLAP Lab Code 101896-0 TDH Licensed Laboratory#30-0136 TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number/P.O.: Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Analyzed: RES 197208-1 Herron Enterprises, USA, Inc. 0810102 None Given August 12, 2010 PLM, Short Report 2 Hour August 12, 2010 Page 2 of 2 ient a � Asbestos Content on on- Sample ID Number A Sub Asbestos Fibrous Number Y Physical Part � Fibrous omponent E Description (%� Mineral � visuai omponents (%) R ; Estimate(% % 081210-1A EM 616567 A White compound 1 Chrysotile 3 0 97 B Beige/multi-colored paint 3 ND 0 100 C White/brown drywall 96 ND 15 85 081210-16 EM 616568 A Beige/multi-colored paint 2 ND 0 100 B White compound 2 Chrysotile 3 0 97 C White/brown drywall 96 ND 15 85 081210-1C EM 616569 A White resinous material 1 ND 0 100 B White paint 1 ND 0 100 C White tape 5 ND 95 5 D White compound 10 Chrysotile 3 0 97 E White/brown drywall 83 ND 15 85 081210-2A EM 616570 A Gray mortar 5 ND 0 100 B White grout 7 ND 0 100 C White ceramic tile 88 ND 0 100 ND=None De[ected TR=Trace,<1%Visual Estima[e Trem-Act=Tremolite-Ac[inolite Note:Further analysis by TEM is recommended for organically bound material(i.e.floor tile) if PLM results are<l%. Data QA Due Date: S•�Z"� y� Due Time: [.�3le �E.�L..�.B /�,��s�►t-vairs Env,iror�n��tal� /!�C'_ � 5861 Lq7en SL D�rrver,C08Q216�Ph:3039B�-1986•Fax 303�77•1275-Tol Frce;86fi RE51-EISV PEger:303509-2048 RES 197208 Page 1 of,�_ 4SBESTOS LABO.RATORY HOURS:1Neekda' :°�am-7 m .; REQUESTED.ANALYSiS � � !TEM RUSH(Same Day)_PRIORIN(Next Day)_STANDARD (Rush PCM=2hr,TEM=6hr.) :HEMISTRY L'ABORATORY HOURS:'Weekd"sf 8am-5pm ! detal(s)I Dust _RUSH,_24 hr._35 pay � ••Prfor notCicatlon is tCRA B/Metals d�WeWing 3 W s RUSH S day`i0 day requima ror RuSH a �ume Sean/TCLP — — � � � 3 tumarounds 'm � O � )rganfe6 24 hf. 3 d2y_5 Dey a o a a � � � � 9 AIEROBIOLOGY CABORA7.ORY HOURS:Weekda'si:9am;6pm , �'� � �5 � � � o � � � e E.cdE 0157:H7,ColHOrtns,S.aureus 24 hr. 2 Day _3-5 Day � �� F 1 '� � � � �almonelta,Llsteria,E.coII,APC �46 hr. _,,,_3-5 Day ^rn p m '� m • east Mold _3�5 Day_� � m �s m a w� � + � � � � `o Tumarouijdllmes estapUa�a labonlory pnoriry.aulyeet to letioia � vduns and are not.guaranuW.Ad�hhona7(ees� �� 8 � S�. '�+ � * : : : ;'applyforaRertwu�s,�veekendsanqyp{idays � �a ~m ' '��i: ' s � + ' peelalinstnrctlons: � � a • r � � � � � $ � � � , �. � `3 co � $ m z i '� 1~/f F'�g�5 (:J V1 UI � Q YJ U fN }_ :Iient sample fD number : �samp�c 3o�s must be iinique) a �� o �& o MICROBIOLOGY r~i �� - 1� . . . _. -- C ,, ; .. , : - 2� :_ . , vr�uvmNiran:t,uuts : Air=A Bulk=B Dust�D Paint=P sai=s +nh =w Swab=SW F=Food Irinkin Water=DW WasteWater=WW O=Other "ASTM E1792 epprwetl wipe media oNy" 0 � m � �.• � �. � i o v ar .�.. : � a� X �°• EM Number ;: Date Tirc� (��Y i1se Ony); v16i c.' � � Collxt¢d Colkded � mmlddA7 HJmmNV .:�/- . . �• i: : ::: E I. . � ." ,``c;� s , , . . s . . . �o _ ,, , , _ .. , , _, . : ,: . . ; ,: , . , Number of samples received: (Addtlional samples shall be Iisted on atiached lor�g torm,) N07e:REI Mu anayze incanuq sa � 1' meivetl mM wilt rwl be�esV�'lble tor emmE M amsbn5 in eakulelims resWlip irom Me inxwracy ol oiipinai dab.6Y sig^bD��^A%�Y��nlaive ayrees iMl wDmissbn of Ilie foROwYp srnp�es tor rcquesteC anaysis as intlicateE an tnis C ' Cust consl4 nsytical n.a b wkh W YmeM brms may resuM h a 7.5%momny interest wrc+wi0e. Relin uished B : natetrime: �`�Z"-T� Samyle Condition: On Ice Sealed caa Labovatory Use On , �nt�'� L Ca�m'er: Temp.{F^) Yes 1 No Yes!No Y�e !No Reaived BY� �/t,.� �.. ��• oat�me: /�–!' �n r t . Z Pa Phon Email Fax oate •I rL'I Qsime"':5 itia ontact P e Phone __ Page one Emait Fax Date Time Initials Contad Page Phone 1 ��r�5�. �1� VG��a�S .�. �.�.�.A....�.�.� 74ifS J �iJ '- ��%5�,� F��. .��. ','�,,,;. ;;;;;.� ,,�;, � ,,;,;,a*; �,.�.,,��;.�.. �r.�. k...��,�' .� �\.r�.�r�� 11 ��i,�� i�� i... ...� .: � � . '�,�'':�. .. � �::: � .,.-..,.�..: � �� , _��. . '�;:.. �� 14367 Lakeview Lane, Broomfield, Colorado 80020 Tel: 303.424.4647 Fax: 303.432.8669 CERTIFIES THAT RUBERT L4NGMIRE Has successfuliy completed The EPA-Approved AHERA Annua! Refresher Course for INSPECTOR . This course is EPA-approved under Secfion 206 of the Toxic Substances Control Act (TSCA) and meets the requirements of Colorado Regulation No. 8. � . Course Date: 01/20/10 Exam Date: N/A � � Certificate No.: AE10-003-BI-R-08 Expiration Date: �� 1/20/11 ,,_..._„_,,,,� K. Jay ale, esident ;// ! , .�t ``�--,_ ..�- , ..��.�...m- ..,;�:,. � � � ° o 0 � � � .�. �� :� �,� _ . ,_ a - . e � t a,i�'� �L66�"?°y�P 1„` de�4npp,q�4a�AVe ��;n^ . ;tvbxceEk[°a�a,�y��`� ,,`'<�L'�6yy �4 :@"'�"'f`0 �'`3 d�4ys h xrsd 4 r,fC, � '.Y� .�M.qlB�B J°.1�5'� '��;,. 0�9.6+.W�d'�e��e:;�.:?. . �.<.:.y.., ,s,?'.^�°�,FW �s\+.::-..�w ¢�@,xs; r aa��:.v�� `„�.. -,�;k� M4.tr p�.c6> ..;r4,��✓��k- .�<t � � ' .�i'.be �,',y��N� ..@� ..rR.,`4dH. h..;xe <'`•'.a.. �� .�r,_..�z.sp.�:�.�$..� ...@t�mk'&irey��"R BPQ�� '" pq+�i�i�1M�5rPJ'E�E@��p.�^i� d�6��Yae�Y�aOg °aP#::.,..�gF� �Y�eS��al�a+�d��ia��Y,°S„J,� I .�� ;e y f4�a.;.B4yz�� 1�A,sh..si:& °' ,�Pi�i:K �1' y'�'aa0d,ter.W�. ��.1�.tl+e.Ly. W`. i 0��.dA.0 1 y�k,;�.e i�t�e �na,�dg a.-�i.4�h��FSt 4pn'r 89��,.,�_t W�b.rl�i°}v-0P��,j dA'�y,..-nn � '�yra � ��"�'�,�. as�e `�.,�r�g� 4�(y°dr,�m e�� 8�� 1s1 ��k �� ."��t'o� '��P�+� ��yY� 9 �. ."�.� a �' f � ��- � ��.� �-. . �y � .r m � r�'r n\ u � � t G� x e s V f 0 A . � f ✓ ,.. . 'Y � x `� �f.. . � � , :`�, , �� .1� f �� i��> `� I ��'`��g� ��1�� "'� � �`� r ,. t�� r��a rEll�� il l � ,,� ��,4� �,� Si� � ��' �r�a ��I",��r r �u;.�' ' 6'' �� -` � `� � .,...,_:__ ;� L'""�. �� '�s-�^=.:��^.�-�^' �q5''.,�� i�-� '�. > C- r � a.✓ n � u �tw '* 1 �'(� x vv�..,'.�....-!3 ,,.i a �, C J '.,w. � '.;� t��,,,�x� ..r'�,-f-}.-,r ��`F"`-a�T�S,¢I�.-iv_"�a .v��'�-"wx 1 .e � m � .� 1 . . + �C � , .��':� . ,`,,, i i 11,1 t i t i,i;1 i i��J{t �d _.1�u,[ i r��"r E V� ys t F.�l U r'q�al, r�'� �� ,y '�e. �� y� �� .�s��q�`.' . �1�� xr �- � . �4' 7< K I ��i �`� �� :h �,� �� '. �� i�� STATE C�F CC�L�PAD►C� �� I' �� a'�"d �'4 `° e �, �"`w� � �, (,�"-��1 � .i 1�."'� �� .,�' I� �� ' � `�''"� �q?" 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'a,�r¢ -iK'6.7'�...�$°.1Py4a6FNb..:';Q�iC'8 D.{��: le�/aaab_ �0�`eyr"'"'e?�`,/P ��0°s90!4 ,k.qj1... <�m� 6� ea .�9y9 �L __,dy�..8p ea x a7"�r a 9 ✓ ?.9, e e _.ap pt.Ql� ee e4�..+Mr �r P �r �9 t A, e� @ i @ oA 4.. �' G �� , .?+� F 0 a c s.B 0 �` . ;(��, .dei.8@� _.S �bb a;;. dk rP��k�'SSQ.�ad�0 u ot..F:.��'d� .��1 :.:4��r��i_,.�._Ak3 �h��t`4tlC°Oydf"c��tsr��a�,��a�,r °�Br�f �.,.:.._�t.�qB aa�-..PO�._ ��4`i�r,bq� t`1, �A^.:✓;.'oe�0�ton�li4eG4.�4i}e ..��K� dgdOd,Sa,!�Va�ydt�4$d.:�Z�.:��°`�Q�� rr�Ao2av4o8:bPo .ti�� A/°AdpORha p`6�A .S�t1 b6J6sI��ivh:b'�i�✓ _ .''d64�1ea�0��F.b�l� ��_�bPPamib B�BFF�O'�.-:tm� : ._. -^'k .'"'�' ,� ._':_.�A,9 .e,.,.._,.,.. _,,,,,.,�: ':..... &'.... __.__i . •-;;�;�' /��O ' MARTIN MANLEY ,tQ,'< 'P� ' AR+CWt7'EC7S rw �\, ..J f Date: 09-24-2010 JEFFR Town of Vail building Dept. � " g � Attn: Chris Gunnion � �C� Vail, Cotorado 81657 �jLs ' �� RE: PERMIT APPLICATION #:B10-0244 FD ARG PROJECT ADDRESS:684 W Lionshead Circle#421 Response letter to comments Responses in RED are prepared by Jeffrey P Manley, AIA ,of Martin Manley Architects. Please call if you have any further comments. (970-328-1299) Also, note on the revised plans that the Bath and Closet have been interchanged in the Loft. This was done to simplify the plumbing. BUILDING DEPARTMENT COMMENTS 1 Revise plans to indicate the building construction type on the plans per IBC chapter 6. Town of Vail records indicate the construction type is VA. The cover sheet has been changed to denote the construction type as VA. 2 Include 1 hour floorJceiling and 1 hour roof/ceiling construction details with UL listings. The existing construction assemblies (1-hour) of the floor/ceiling between units and the roof/ceiling are not being altered. The new portion of the loft floor shall be constructed to comply with GA File NO. FC5415 of the Gypsum association - 600-2003 Fire Resistance Design Manual, 17th addition. This assenbly has been added to the Detail Sheet 3 Provide fire dampers at all bath fans in the 1 hour ceilings. Panasonic bath fans with damper are proposed and naw noted on the plans. 4 The building is limited to 4 stories per IBC table 502 (R-2 occpuancy, VA construction). The "IofY' level must qualify as a mezzanine and cannot exceed 1!3 of the floor area of the space in which they are located. The lowest level (100 level) of the building is to be the basement level. This makes the building 4 levels (above ground} + and Basement. This is puts the loft in the 4th story which is allowed with the added floor allowance by the provision for sprinklered buildings. 5 Revise stairway to a minimum 36" width and a minimum 36" landing at the top per IBC 1009. The existing stair framing and landing framing are existing and are not to be altered. Only new finishes. 6 Revise guardrail heights to 42" per IBC 1013. The guard is revised on the detail to be 42" in height. 7 Indicate on electrical plans for a minimum of 50% of new lighting to be high efficacy per 2009 IECC. A note has been added to the drawings stating that 50% af all new light fixture shall haue CFL bulbs (high efficacy) 8 Indicate compliance with IBC 3403 on the structural plans. Please see attached revised structural note provided by Manroe Newell. R• . . . •• e. . - . . : . .�► Vail, Colorado Denver, Colorado Frisco, Colorado September 13, 2010 Monroe 8� Newell Engineers, Inc. StUC110 gO 105 Edwards Village Blvd., Suite E202 Edwards, CO 81632 Attn.: Mrs. Alyson Vassar Re: Irwin Remodel,Montaneros Lodge,Unit 421, Building Permit#B10-244, Vail, Eagle County, Colorado (M&N#8249) Gentlemen: Monroe & Newell Engineers, Inc. have reviewed the Building Department Review Comments for the new atrium bridge at the Vail Plaza Hotel project, dated September 9, 2010. The following are our responses to the structural items: 1. Item8: We have revised sheet S 1 to include reference to section 3403 of the International Building Code, 2009 Edition. Our response to the project review comments should answer the structural item. If any questions remain, please call. Very truly yours, MONROE &NEWELL ENGINEERS, INC. �.,.�--.? .,- = r�==:=-<.., ,,,�.j ._x., ,,a_ ..X~, ��^.+�..�h.•' �.�:. annes Spaeh, P.E. �-, - . � `-�� . _r, :L.� �!�� -� Principal w ��:` �� ,,r � .-�� . , � � � .� � . �i.,�w�».,... °�>>�:� �r.,,....�,�_ ,.4�� 4 t� •�••,:' .....�i�- www.monroe-newell.com 70 Benchmark Road . Suite 204 • Y.O. I3ox 1597 • Avon, Colorado 81620 (970) 949-7768 • FAX (970) 949-4054 • email: avonC�?monroe-newell.com 0 Montaneros Condominiums Parcel: 21 Ol -063-09-040 DIRECTORY OWNER ARCHITECT G EN ERAL CONTRACTOR JACQUELINE E. IRWIN 51 DRAKE ROAD SCARSDALE, NY 10583 MARTIN MANLEY ARCHITECTS JEFFREY P MANLEY PO BOX 1587 EAGLE, CO 81631 tel. 970-328-5151 fax 970-328-1273 email: JEFF@MARTINMANLEYARCHITECTS.COM SRE BUILDERS PO BOX 6376 VAIL, COLORADO 81658 tel. 970-845-6359 GEN ERAL N OTES 641 West Lionshead Circle Unit #421 Vail, Col STRUCTURAL MONROE 8� NEWELL ENGINEERS, INC ENGINEER PO BOX 1597 AVON, CO 81620 HANNES SPAEH tel. 970-949-7768 DESIGNER STUDIO 80 TRACIE SCHUMACHER 105 EDWARDS VILLAGE, STE E202 EDWARDS, CO 81632 tel. 970-926-4770 email: TRACIE@STUD10801D.COM 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING 2. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED,AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, PERMITS,AND CONTRACT DOCUMENTS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE JOB. 4. ALL CONSTRUCTION, STAGING, AND MATERIAL STORAGE IS TO OCCUR IN THE UNIT. HOURS OF CONSTRUCTION SHALL COMPLY WITH BOTH THE TOV AND MONTANEROS RULES AND REGULATIONS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY MISCELLANEOUS BLOCKING AND BACKING SUPPORT FOR BUILDING COMPONENTS SUCH AS LIGHT FIXTURES, TOWEL BARS, ET.AL. 6. ALL DIMENSIONS ARE FROM ��U TSID OF FI J ;HED�q TERIAL/WALL / "�.�,'�'��'"'�„�'� \,�'�'`�. 7. THE FLOOR/CEILING BETWEEN THIS UNIT AND THE UNIT BELOW IS EXISTING (1-HOUR)CONSTRUCTION. „ THE CEILING/ROOF OF THIS UNIT IS EXISTING (1-HOUR) CONSTRUCTION. „NEITHER SYSTEM IS TO ALTERED AREA EXISTING MAIN LEVEL: 735 SQ.FT. EXISTING LOFT LEVEL: 178 SQ.FT. EXISTING TOTAL: 913 SQ.FT. PROPOSED ADDITIONAL MAIN LEVEL: 0 SQ.FT PROPOSED ADDITIONAL LOFT LEVEL: 120 SQ.FT. PROPOSED ADDITIONAL TOTAL: 120 SQ.FT. PROPOSED NEW TOTAL: 1033 SQ.FT. CODE CODE: 2009 IBC OCCUPANCY: R2 ��` CONSTRUCTION TYPE: VA �j ....%._J INDEX A 0.1 A1.1 A1.2 A1.3 A1.4 A3.1 A3.2 ID4.1 I D4.2 ID5.1 ID52 ID5.3 I D5.4 ID5.5 A 6.1 A 6.2 A 6.3 S.1 S.2 S.3 S.4 ��'� I i:J? � !J lJ � OCT 1 �s 2010 WN OF VAlL COVER SHEET MAIN LEVEL- EXISTING LOFT LEVEL - EXISTING MAIN LEVEL- PROPOSED LOFT LEVEL-PROPOSED MAIN- RCP & ELECTRICAL PLAN LOFT- RCP & ELECTRICAL PLAN MAIN- FLOOR FINISH PLAN LOFT- FLOOR FINISH PLAN INTERIOR ELEVATIONS INTERIOR ELEVATIONS �O� INTERIOR ELEVATIO � � INTERIOR ELEVATI 16'9 INTERIOR ELEVATI NS DOOR STYLE 8�SC MISC DETAILS .� � � � � � MISC DETAILS SE� AR� GENERAL NOTES UPPER FLOOR FRAMING PLAN MAIN FLOOR FRAMING PLANS FRAMING DETAILS vICINITY MAP ��,-" � �x �� .,._-' 'i� �� j,�� '" r ;—"`�' '� � ' .r �` �-� � � �� n'� a,s��./ _ ' ` „`i x � ,. _ �� ; � �. ��; � �-�.` ;°`, „# ' � .� �} y � � " P,� ,'�4 s ,,. '�, � � � » , ,::� �� . . �. ��''� � � %��` � :� �� : �� Y, ��.� ��= � � � �� . K � �„� � _'_ , � �. ��,�, �� .�. �� ' a�. � ,�� . ~�"+sa_°T<--- � _,� .r�� , \ ti—L c., � R� .. :.: 3�v}� . ` � F � '�• �.. F �"Y c�, ,. � � � � �-��°'`"'`_ --� �{ � k ,�� .� _ . \� �' ApCN11�C1" } w J � � � o Z N U O m � U � � ;�� o ' C'- U � ..� C''� � i. ■ �c � W � • z� � = � r -� � � X E m �� o a Q � n�51GN�p C? CiA � .� �� m$ � L 5� � 4 ao eU .�„, - � w �NGIN��p MONROE k NEWELL ENCINEERS.INC PO BO%1597 AVON.CO 81620 HANNES SPAEH 970-949-7768 N J � W � � Z O � � O W � Q � � cli Z ° w � Z E-- �/ Z � 0 � PR_OJECT NP. 20100� Z DRAA?L�BY: AV � j�,� ORGIN DAIE: 02 2/ � � cc��s��y � � � O / 4 � O 2 A . B 41'-11 3/4" _ _ . _ _ _ 5'-4 1/4" 6'-2" 13'-0" 4'-11 1/4" 7'-2 1/4" 5'-4 1/4° CLOSET 2 EXISTING FIRE RATED WALL io� _ _ __ PARTY WALL -- I o � � UP � �;:, EXTERIOR ENTRY I ioi HEARTH I SAFE I v I ``' CLOSET 1 � � ios CUBBIES �� LINE OF LOFT ABOVE � N I I w NICHE � O DRESSER zQ I� � � o I U �ac � w � BEDROOM 1 w B o3H �� _ � O � � I I i t�i I � LIVING = I KITCHEN � ROOM � �• I ioa � tos _ �• � I N D � � �� , � � T � � �� i � I � +Z�+ O � ° L — — +o� CHEST PARTY WALL EXISTING FIRE RATED WALL 11'-10 1/2" 5'-3 3/4" 6'-4 3/4" 18'-4 3/4" DECK C/� V� 0 MAI N LEVEL - EXISTI NG P � , 1/4" = 1'-0" EXISTING AREA:735 SQ. FT. � , � � ��SFD RC�`� A 0 � _ � � � � � d A i �1 Cg � ------- _ ___ � co CD N 2 — A I 6'-2" I . lJ I C I W � W 101 � ENTRY �__ ioi CLOSET 1 ios gENCH BUILT-IN CLOSET �(j� �� NWALL 1�2 REMOVE CLOSET DOOR AND WALL ^ BEDROOM 1 w io2 w ID.1 S _- ,�-�.�—�"�_��..`-�,.. THE EXISTING STAIR FRAMING AND� LANDING ARE NOT TO BE DISTURBED. ; PREPARE FOR NEW FINISHES 6'-5-^.,, � 6'-7" �ELD VERIFY CLOSET 2 REVISE TO CURB HEIGHT 107 SEE DETAIL 1/A6.3 . B EXISTING WALL FIRE RATING TO BE MAINTAINED NOTE: 1. REFER TO ID5.3-ID5.5 FOR KITCHEN/LIVING ELEVATIONS � DIMENSIONS ARE TO FINISHED WALLS/SURFACES I 2. POCHE IN ALL NEW CONSTRUCTED WALLS �CONTINUOUS FIREPLACE NEW RAILING - _ C7_ _ I NEW OPEN GUARDRAIL ___. _ WALL ABOVE REMOVE HEARTH � �- w O O o� w ��\'vv / ivit,nc Q� Q �� FR�DGE S�B �� BATH 1 TOP TABLE �I w � o LIVINI w �03 � �� ROOP � I � �I 105 104 � TR i SH � p I � � KITCHEN � 104 �I 'I. Z I 3� � � DW I r � I CABINET z D L f � � � BELOW � � �os, i � � 107 � t � + + � � � O O ° � �— �- — +E+ � CUSTOM N I — — — — � � N WOOD DESK MIRACLE CORNER — MODIFY FULL HT.WALL TO HALF WALL EXISTING WALL FIRE RATING TO BE MAINTAINED 5'-11 3/4" 5° 17'-11 3/4" 0 MAIN LEVEL PROPOSED ' � � 1/4" = 1'-0" EXISTING AREA:735 SQ. FT. PROPOSED AREA:0 SQ. FT. DECK � �/�EFFAEY P ApCN11�C1" � w J � E Z � o O N � U @ � O L }- U ` � �iii N T � (�p C .: W � � Z� � � � � �Q N � a E m �� O a Q � b�51GN�p � li � u l`� �," a^ �r-� � m$ � x —Om u s,� � � � oU � � 0 9 Lli _ w �NGIN��p MONROE i NEWELL ENCMEERS.INC PO BO%1597 AVON,CO 81620 HANNES SPAEH 970-949-7769 � � LL� � 0 Z O � � O W � � � crJ Z � — w � Z � �/ Z — � _ � � �� PROJECT NO: 201001 ' �� L DRAWN BY: AV � c�, ORGIN DAIE: 02/22/10 V � s �`,��`' A1 .3 Fp �RG =�oG�n�w: 0_ �/ A I r _ __ _ ! — — I I � �o I N I i � � r ---------� � � � I � I I I = I � � � ( I 1 I I I I i � __ _ i > I � � I i ( o I � � DASH LINE REPRESENTS EXISTING � WALLS TO BE REMOVED I I I_ _ — ��--------------------- --- THE EXISTING STAIR FRAMING AND LANDING ARE NOT TO BE DISTURBED. PREPARE FOR NEW FINISHES 2'-5" �`�^--- �— 6'-4 3/4�� 5�� 1�� \ RAOILINIGUOUS NEW / WOOD BEAM �� . . ._ �..__.. _ . . . . � ° ADD FULL HT.WALL 201 I I I I� - DASH LINE REPRESENTS I I EXISTING WALLS TO QUEEN BED I I BE I I REMOVED � � Q mw � Q mw = BEDROOM 2 201 BUILT-IN DESK �J � BATHROOM 2 203 I. 3 2 I I 204 i I�2 � ��\ 1111 BENCH`-' J � � _ J J � LL O O Q _ - . i I 202 I � IC IOSET3 � 2oz I � L --- R�DI&SHELF B - EXISTING WALL FIRE RATING TO BE MAINTAINED I � NOTE 1. POCHE IN NEW CONSTRUCTED WALLS � � / � FIREPLACE --INTERIOR OPERABLE WINDOW - (2)2'6"x 3'6" o � � ..��OPEN TO BELOW 0 � r 0 � 11'-6" � 4'-11 1/2" � - - -- ., - - - - EXISTING WALL FIRE �, __ _ - - - -- � `,�'�...,��'` �`��T RATING TO BE MAINTAINED � LOFT PLAN - PROPOSED 1/4" = 1'-0" EXISTING AREA: 178 SQ. FT. PROPOSED AREA: 120 SQ. FT. � � r�Eo R, � V� Al?CN11�C1" } w J � E Z � o O N � U N � O L .,. � � � �'j� N T � � C » LL1 � � Zµ � c N � �� N L x � � m �� O a Q � n�51GN�p � �; � � <� mo �.a a� s,.: s m � °� � 3m r{y z w �NGIN��p MONROE Ae NENELL ENCINEERS,INC PO BO%1597 AVON,CO 876T0 HANNES SPAEH 970-949-7768 J � �..LJ � � Z O � L O W J � � C/� Z � Z � H �/ Z — Q � FOIi: PROJECT NO: 201001 �RAWN BY: AV OF2GIN DAIE: 02/22/10 A 1 .4 ��oo��n� O � - A I LEGEN D � SURFACE OR PENDANT FIXTURE �� WALL MOUNTED FIXTURE � RECESSED FIXTURE � WELL LIGHT O DIRECTIONAL ACCENT OR WALL WASH �—� ROPE LIGHT(LOW OR LINE VOLTAGE) � JUNCTION BOX Q TELEVISION OUTLET � SWITCH �3 3-WAY SWITCH � DUPLEX RECEPTACLE �GFI DUPLEX RECEPTACLE W/GROUND FAULT � EXHAUST FAN , TELEPHONE OUTLET a MODEM OUTLET B I NOTE: 1.ONLY PROPOSED ELECTRICAL 15 UtNU I tu 2.ALL NEW CANS TO BE FIRE RATED OR TENMAT HAT �--� MAINTAIN EXISTING FIRE RATING �� ! 4.AT LEAST 50%OF ALL NEW LIGHTING SHALL USE CFL BULB (HI( �."�---•'*�..�-�,._.,�. REFLECTED C;F_I LI NG � ELECTRICAL PLAN 1/4" = 1'-0" �� cHi�cr � w J � E Z N U O N � U N � O L � Cm; U � ■ G'W � � � _ �� w � � Zv � ` � � —� � � x E m° �� o a Q � n�51GN�p � � C� � - � m$...� �. v �; s� �°' 4 D V :w � >? o0 � z w �NGIN��p MONROE&NEWELL ENCINEERS,INC PO BOX 1597 AVON,CO 81620 HANNES SPAEH 970-949-7768 N �J � �..0 � � Z O � � O J W Q � � vi Z � — w � Z � � Z — o � �e��I,/,I�� PRO,ECT NO: 201001 DRAWN BY: AV � 9 � ORGIN DATE: 02/22/10 �'�``'� A 3.1 SED ARG� �cn a��c��:�u�nN � � A I LEGEN D � SURFACE OR PENDANT FIXTURE Y � WALL MOUNTED FIXTURE � RECESSED FIXTURE � WELL LIGHT � DIRECTIONAL ACCENT OR WALL WASH � SWITCH �3 3-WAY SWITCH � DUPLEX RECEPTACLE �GFI DUPLEX RECEPTACLE W/GROUND FAULT � EXHAUST FAN �—' ROPE LIGHT(LOW OR LINE VOLTAGE) , � JUNCTION BOX a � TELEVISION OUTLET �----- ———————— ... . . ._ ....___.. ... .... .. .. . I . ..... .. .. .. I I I I � i i � -----� � � � I � � � � I I i i � i � � i i i � � � ( I � � � � � i i �_ — I�——————————————————————— TELEPHONE OUTLET MODEM OUTLET REWORK EXISTING EXHAUST DUCTTO CONNECT TO NEW BATH LOCATION. NEW PANASONIC BATH FAN WITH SMOKE DAMPER. t• GFI BELOW \� CEILING FAN � -r . . ____...__ � WP SURFACE MOI � � 5 4'-111/2" B I O (h � r 0 � NOTE: 1.ONLY PROPOSED ELECTRICAL IS DENOTED ' 2.ALL NEW CANS TO BE FIRE RATED OR TENMAT H�T 3. MAINTAIN EXISTING FIRE RATING �4.AT LEAST 50%OF ALL NEW LIGHTING SHALL USE CFL REFLECTED CEILING & ELECTRICAL PLAN 1/4" = 1'-0" J �� '�f ao6sis ,l v � �e�� SED pRG ApCN11�C1" � J � E Z � U o � � U N Y J� }— � L � � ..J U � W y T � � � C '� lJJ N � Z� r c z � r _Q � �, � o E � o � Q a � n�51GN�p � � � � � � -w # � Y.. '�''"� tix m-e � u s,� � � yV �' 3T � �/y �o tiT�6 '1''� W �NGIN��p MONROE dc NENELL FN4YNEERS,INC PO BOX 1597 AVON,CO 81620 HANNES SPAEH 970-949-7768 N J � W � 0 z 0 � C O L J I..L � N Z � — w � z � � z — <O L (HIGH EFFICACY BULBS)j p a,oio PeaM�ir`� ,�� fr�.�__�__~e,�.,' E .24.10 REVN 1 PRO,�cr No: zoiooi DRAWN BY: AV ORGIN DATE: 02/22/10 A3.2 ecn s��crnicn��.rw # ROOM DOOR SIZE TYPE STYLE COMMENTS 101 ENTRY DOOR (TO REMAIN) EXISTING HINGED 1 HR RATED PAINT FINISH 102 BEDROOM 1 (NEW DOOR/JAMB) 2'6" x 7'0" HINGED 103 BATHROOM 1 (NEW DOOR/JAMB) 2'4" x 7'0" HINGED PROVIDE ROBE HOOK (OPTION) 104 BATHROOM 1 (NEW DOOR/JAMB) 2'4" x 7'0" HINGED PROVIDE ROBE HOOK (OPTION) 105 BATHROOM 1 (NEW DOOR/JAMB) 2'4" x 7'0" HINGED 106 CLOSET 2 (NEW DOOR/JAMB) 2'6" x 7'0" HINGED 107 BATHROOM 1 (OPTION) VERIFY SLIDING GLASS SHOWER/TUB DOOR 201 BEDROOM 2 (OPTION) 2'6" x 8'3" SLIDING CUSTOM HARDWARE @ CEILING 202 CLOSET 3 (NEW DOOR/JAMB) 2'4"x 7'Q" HINGED 203 BATHROOM 2 (NEW DOOR/JAMB) 2'4" x 7'0" HINGED 204 BATHROOM 2 VERIFY SLIDING GLASS SHOWER DOOR 205 BATHROOM 2 1'8"x 3'6" SLIDING CUSTOM POCKET W/GLASS CONTRACTOR TO VERIFY EXISTING DOOR DIMENSIONS HARDWARE: ASHLEY NORTON, BRONZE, MODERN COLLECTION MD ESCUTCHEON, APOLLO LEVER, SIZE 5"x 2.5", WHITE BRONZE FINISH D OOR SCH ED U LE NO SCALE RE � .��i1 � �� s � � �\�� Ep �RG _ SCHEDU�E � X--X �`--X 11 " 11 " INT. SOLID WOOD DOOR, KNOTTY ALDER, FLAT PLANK ABOVE AND BELOW , DOOR STY� E A6.1 NO SCALE N [`7 ELEVATION 4/4 WOOD TRIM 3 WOOD JA� IIM /4 WOOD BASE RIM 8/4 WOOD PLI� BLOCK INTERIOR DOOR TRIM 3" = 1 '-0" AT INTERIOR WINDOW (V co N co ELEVATION 4/4 WOOD HEAD TRIM 4/4 WOOD JAMB TRIM 4/4 WOOD SILL TRIM INTERIOR WINDOW TRIM 3" = 1 '-0" AT INTERIOR WINDOW � z O z � � w J W W Q J 0 � w � z_ z � W > 9 � ��2n � _ T.O._ HANDRAIL$ WOOD HANDRAIL, LOCATE TOP OF HANDRAIL 2'-10' ABOVE NOSE OF TREAD BELOW,TYP. MEfAL RAIL BRACKEf HAN D RAI L D ETAI L 3" = 1'-0" CABINET DOOR STYLE 1 1/2" = 1'-0" Wt�QQ J�ISTS.GYPSU��A tiYALLB4ARD,RESICIENT CNA?JNELS +v�r:N l�y�r�;s'pra�•rieian(y�x X c,}�,r�sum��at�vatc��t 9Y�sius3�:�r.eer t�as��{��=�at rnztit anyles to ��iiieni Iu��ii�g channels 16" �_r� ��ith i" TYPe S clty�taA scr�w 12° o.c. C,y�;s�rr��bvar�l�nc#}cints is��;a�zd ani�i+,v<�y k.�}t.v��:n�:untir�uau5 c}�zinnets and atlzzE:}��=d t� ac��#iti�nat pi�rps cf �h�n�1 72' t�ng ar�th stir�v�s 8' o.r... R�;sili�nt futtir�� ch�ntt�ls a�!'li�.i ztE ri<�h1 anr�les tr�2 x tU;+xoo�jc�ists 24°afi. ��;ith 8=3�c�at�j nails, 1�'s" kan;�. �3.G92" �hank. �ra" head�_ Lifo�d j�ist� ��i��rt�ng �Ea` �itrmihai irrterir,r Ft�wcw� t*r�lh ��deri�ii �lu�T&G suGtioor pet�nd�uia��Eo}visis uiEh joinis�ia��red.Under�icfe ot i&t�j�irts caver�d t,atw�n�ois2 a�ia�s nt�th�"x 22�i� x 5.'s"tvj��X�y,^3�urr��.�=ciliY�*�rd liattens t�itec�t��d ta ffe�atinc�vrittj tfi�r+r�.,x i�,'e"`leys x�'r"cx'r�wn staple�spa�,�7"o.c. abng�?ach Fcige PRQPRIE7ARY GYPSUAA Bt7ARD Ar�erican Gy�psum�;orr�iany �'s"�IREBCi3C TVP�C gP8 AmPrica ina - 5.'e'i'�aRocT"'T'YPe G Gy{�sifm F'anels G-P Cypsum - 3'e"TavghHo�f`itA��r�%� I_afar�Norfh Arrr�r�tnc - �:s'Firecheck�Type C: Pk�tiona!Gypsum Com�any - 5's"Golr�Bcsn+��Elranii FIRE-SHIELd C��" uyp�um NJaf�oard f'�BCf)G}�sum - �%a`FEAt�1E GUHB�Super'C' ivn��Infand Fores!Prr�ducis Gorpotatu�n - �%s°TG-C% llnPte�Stat�Gypsum Campany - �lc°SNEETRt7CK�8��nd C3ypsvm Paneis.FiREGODE��G Gore u a c u u 1' ;.� _., � � _ ! Afi{>rr,x.Ceilinc� UL'aiqhfi 2 5�sl ��T�j$$i; ��i1�1 �Yi�-�J��'�1..��7f`n�rJ"i�. L+L LJCS{L,�jl 4.J 1 J �r,,t+nci�esf� Esiirrra(s.,d 4X4 WOOD NEWELL POST MATCH TRIM STAIN COLOR INTERIOR METAL GUARDRAIL 5/8"WROUGHT IRON PICKETS, TREE BARK TEXTURE W/IRON CAP AND FLAT BOTTOM RAIL- EXCEED 4"SPACING 1X WD CAP W/1/4"PROJECTION FROM SKIRT BOAFiD iX WOOD SKIRT BOARD TO MATCH BASE TRIM CURB WALL ��. - -�� J Po �i' g C�i � �� GSF p AR�� SECTION AT STAI R KN EE WALL 1 1/2" = 1'-0" APCNIT�C� � W J � � Z � o o vi D U Q ' @ N `o _. � u � G� d i. ■ �c .:. W � � Zf„ � c � �� N � r O � m � � a Q G n�51GN�p � - g+ OCl = �� a� O ....t i. �3 �*:s^� ' � � �S � �8 Ct? , g� �NGIN��p YONROE t NENELL rra�s.wc Po eox,aa� �var,co me2o HANNE4 SPAEM om-ao-r�ee N J �' w � � Z O � L O W J � � � Z � _ w � Z � � Z — O � �� BY: AV DAIE 02/72/ A6.3 MIY✓E Nl 5 O O A � � G�iiilL.� FLOOR FINISH B ( � _ �/ A � I NEW CARPET� � ►EXISTING CARPET I I . . .. . I . , . . . .. . ' . � , CARPET � . BEDROOM2 , �ot _ . . - : . B H 00 2 _--- -—.._. _._ . ..__.. �� ..�� 2 3 _ _ . IL CkQSET 3 . --— ---- -- -- zoz 0 0 - I � � � CARPET. NOTE: ONLY PROPOSED MATERIALS ARE DENOTED PROPOSED CARPET IS TO MATCH EXISTING , LOFT - FLOOR FINISH PLAN 1/4" = 1'-0" � B � � G I � ApCN11�C1" } W J � E Z � o O N � U � d O L � �� U � :;.' N T � (�p C � W � • �N ro � �� m � o E m �� a Q � n�51GN�p � �� .�,.,{ 7 m z u a ��r =" o n � L: s� � � 9V v° �� W �NGIN��p MONROE 8 NENELL ENCINEERS,INC PO BOX 1597 AVON,CO 81620 HANNES SPAEH 970-949-7768 N � � �..0 � 0 Z O � � O W J ^/ Q L.� � N Z � _ w � Z H �/ Z — � s�,m F�: � 1� PROJECT NO zoiooi DRANT!BY: AV ORGIN OAIE: 02/22/10 �% `' 1 D4.2 �/ � U N�� ooer��s-�nt�� RELOCATE SAFE IN BUILT-TIN s BUILT-IN SECTION ID5.1 1/2"= 1'-0" 3 MAI N BATH 103 ID5.1 1/2"= 1'-0° EXISTING HEATER-PROVIDE WOOD SCREEN (OPTION) TRAVERTINE STONE PLANKING BED102 - BUILT-IN 1/2"_ ��-�" 2 MAI N BATH 103 , MAI N BATH 103 ID5.1 1/2"= 1'-0" ID5.1 1/2"= 1'-0" GJ?CNI1�CT } W J � E Z �D U O N � U N � ` O f �!� Q L � U � � � m. � (�p C ' W � • Z C? r� � � N � �� N � o E m �� O a Q G n�51GN�p C> � �� CX3 � � " - � �° .� m� � _ - � >m � � �a oV � � O p � ., w �NGIN��p AIONROE dc NEWELL ENGINEERS.INC PO BOX 1597 AVON,CO 81620 HANNES SPAEH 970-949-7768 �J �..LJ � O � LLJ � Z � � N � � E- Z � � J Q > cri � � w Z � Z 0 � PROJECT NO: 201001 DRAWN BY: AV ORGIN DA7E: 02/22/10 1 D5.1 IN�eiOz EIEAVAfONS 3 BATH 2 203 ID5.2 1/2"= 1'-0" , BATH 2 203 ID5.2 1/2"=1'-0" 0 (V i�,�� o�%Q �. �'� 90,. 'A aS1 v, .rr.-nr_v D wAA1�11FY '`l EXISTING� ��9 /� � - PROPOSED �i �� /I/.. _�� , EAST SIDE ELEVATION ID5.3 3/8"=1'-0' PROPOSED! �EXISTING 1/2' 1 1/2' , WEST SIDE ELEVATION ID5.4 3/8"=1'-0" 1 1/2" EQ. � _EQ. _ � EQ. �_E�,--�-EQ. � � EQ. � EQ. � KITCHEN/LOFT ELEVATION 3/8"= 1'-0" LINE OF IXISTING WALL �—� --2f-4°..-- � KITCHEN/LOFT ELEVATION 3!8"= 1'-0" a v� Studio 80 OO Copyright 2010 PLUMBING FIXTURE SCHEDULE MAIN LEVEL Rm# Room Name Descri tion Manufacture Product Color/Finish Trim/Finish Remarks 103 Bathroom 1 Tub, Controls and Mirabelle MIREDI HTSBN Brushed Nickel Brushed Nickel Single -Handle Tub and Shower Shower Head Edenton Collection Trim Kit Toilet Kohler K-3755 Biscuit Brushed Nickel Comfort Height 2-Piece Toilet (Option) Kelston � Faucet Mirabelle MIRWSED8006N White Brushed Nickel Two-Handle Widespread Lavatory O tion Edenton Collection Faucet 104 Kitchen Sink Elkay ELG15156K Black Gourmet Single Bowl Sink (Option 1) Featurinq E-Granite Sink Kohler K-3334 Stainless Steel Single Basin Undercounter Sink (Option 2) Undertone Faucet Kohler K-13963 Vibrant Stainless Pullout Kitchen Faucet Elate LOFT LEVEL Rm# Room Name Descri tion Monufacture Product Color/Finish Trim/Finish Remarks 203 Bathroom 2 Sink Kohler K-2210 Biscuit Match Faucet Lavatory 17" Caxton Faucet Mirabelle MIRWSED100PBN Brushed Nickel Brushed Nickel Single-Handle Lavatory Faucet Edenton Collection Toilet Kohler K-3755 White Brushed Nickel Comfort Height 2-Piece Toilet Kelston Shower Head & Mirabelle MIREDI HSBN Brushed Nickel Brushed Nickel Single-Handle Shower Only Trim Controls Edenton Collection Kit Irwin Remodel issue E - Revn 1 Studio 80 OO Copyright 2010 ROOM FIN►SH SCHEDULE MAIN LEVEL Rm# Room Name Floor Base Walls Wainscot Door Trim Window Crown Ceilin Remarks 101 Entry TL WD GWB - WD - - GWB 102 Bedroom 1 *CPT WD GWB - WD *WD - GWB 103 Bathroom 1 *TL *TL GWB/TL - WD - - GWB New Floor Tile TBD 104 Kitchen TL TL GWB/ *WD - - - - GWB 105 living Room *CPT/TL WD GWB/*WD - - WD - GWB 106 Stairs *CPT WD GWB - - - - GWB 107 Closet 1 - WD WD - - - - GWB Built-in 108 Closet 2 *CPT WD GWB - WD - - GWB LOFT LEVEL Rm# Room Name Floor Base Walls Wainscot Door Trim Window Crown Ceiling Remarks Trim 201 Bedroom 2 CPT WD GWB - WD WD - GWB 202 Closet 3 CPT WD GWB - WD WD GWB 203 Bathroom 2 TL TL GWB/TL - WD WD - GWB LEGEND See Interior Elevations for exact distribution of wall materials See details and reflected ceiling plans for additional information �xisrin IVIQT@flpl - f10T TO Cllpll e C Concrete EP Epoxy Paint CPT Carpet CT Ceramic Tile GWB Gypsum Wallboard LOG Log MTL Metal STN Stone TL Tile TX Textu re WD Wood GL Glass Irwin Remodel Issue E- Revn 1 Studio 80 �O Copyright 2010 APPLIANCE AND EQUIPMENT SCHEDULE MAIN LEVEL Rm# Room Name Descri tion Manufacturer Product Color/Finish Remarks 104 Kitchen Range Frigidaire FSYI-FGE3065KF Stainless Steel 30" Range, Bottom Warming Drawer (Option) Range Frigidaire FGES3045KF Stainless Steel 30" Range, Bottom Storage Drawer (Option) Refrigerator/ Fisher& Paykel E522BRXFDU Stainless Steel Water Disper/Ice Maker w/ Filter Freezer , Dishwasher Frigidaire FGHD2433KF Stainless Steel 24", Controls on top of Door, Energy Star (Opton) Dishwasher Frigidaire FM6330RGC Stainless Steel 18" Built-in (Option) _ Microwave Frigidaire FSY1-FGBMI 85KF Stainless Steel Over The Range Garbage Disposal General Contractor to specify 103 Bathroom 1 Electric Heat Pad- General Contractor to specify - only in Standard (Option) WC/Shower area LOFT LEVEL Rm# Room Name Descri tion Manufacturer Product Color/Finish Remarks 203 Bathroom 2 Electric Heat Pad- General Contractor to specify Standard (Option) Irwin Remodel Issue E - Revn 1 Studio 80 �O Copyright 2010 TILE SCHEDULE MAIN LEVEL Rm# Room Name Size Description Manufacturer Product Color Remarks 1 O1 Entry/ Hall 12"x 12" Floor Decorative Limestone Grey Gold Materials 103 Bathroom 1 12"x 12" Floor Decorative Limestone Grey Gold (Option) Materials 4"x 12" Base Decorative Limestone Grey Gold (Option) Materials Planking Shower Walls Select Services Travertine,Cuzco Arroyo Planking 4", 6", 8" Collection 104 Kitchen 12"x 12" Floor Decorative Limestone Grey Gold Materials 4" x 12" Base Decorative Limestone Grey Gold Materials Slab Countertop European Marble & Absolute Black Honed Granite 4" Height Backsplash European Marble & Absolute Black Honed Slab Granite 105 Living Room - Fireplace 12"x 12" Floor Decorative Limestone Grey Gold Materials Slab Front European Marble & Absolute Black Honed Granite LOFT LEVEL Rm# Room Name Size Descri tion Manufacturer Product Color Remarks 203 Bathroom 2 12"x 12" Floor Decorative Limestone Grey Gold Shower bxb Materials 4"x 12" Base Decorative Limestone Grey Gold Materials Planking Shower Wall Select Services Travertine,Cuzco Arroyo Planking 4", b", 8" Collection Slab Counterfop Select Services To Match Existing Bath 1 Vanity 4" Height Backsplash Select Services To Match Existing Bath 1 Vanity Slab Irwin Remodel Issue E - Revn 1 Studio 80 �O Copyright 2010 TOILET AND BATH ACCESSOR/ES SCHEDULE MAIN LEVEL Rm # Room Name Descri tion Manufacturer Product Finish Remarks 103 Bathroom 1 Towel Bar Mirabelle MIRMLEDI8TBBN Brushed Nickel 18" Towel Bar (Option) Edenton Collection Towel Bar Mirabelle MIRMLED24TBBN Brushed Nickel 24" Towel Bar (Option) Edenton Collection Robe Hook Mirabelle MIRMLEDRHBN Brushed Nickel Refer To Door Schedule (Option) Edenton Collection Toilet Paper Holder Mirabelle MIRMLEDTHBN Brushed Nickel (Option) Edenton Collection LOFT LEVEL Rm # Room Name Descri tion Manufacturer Product Finish Remarks 203 Bathroom 2 Towel Bar Mirabelle MIRMLED24TBBN Brushed Nickel 24" Towel Bar Edenton Collection Towel Bar Mirabelle MIRMLEDI8TBBN Brushed Nickel 18"Towel Bar Edenton Collection Toilet Paper Holder Mirabelle MIRMLEDTHBN Brushed Nickel Edenton Collection Robe Hooks Mirabelle MIRMLEDRHBN Brushed Nickel Refer To Door Schedule (Option) Edenton Collection Irwin Remodel Issue E - Revn 1 Studio 80 �O Copyright 2010 CAB►NETRY SCHEDULE Irwin Remodel Issue E - Revn 1 MAIN LEVEL • Door Hardware Drawer Hardware Rm # Room Name Descri tion S le T e Finish S le T e Finish Mat'I Distress Finish Remarks 102 Bedroom 1 (Built-in Refer to Elevations 1 2 1 1 2 1 1 1 1 Closet) 103 Bathroom 1 Keep Existing 2 1 1 1 Add New Hardware Cabinets 104 Kitchen Refer to Elevations 1 2 1 1 2 1 1 1 1 LOFT LEVEL Door Hardware Drawer Hardware Rm # Room Name Descri tion S le T e Finish S le T e Finish Mat'I Distress Finish Remarks 203 Bathroom 2 Refer to 1 2 1 1 1 1 1 1 1 Elevations CABINETRY MATERIALS Door Style 1 Flat, plank Drawer Style 1 Flat, plank Material Types 1 Knotty Alder Distressing 1 None Finish Types 1 Paint Grade CAB►NETRY HARDWARE Hardware Types 1 Ashley Norton, Knob - WL390 2 Ashley Norton, Pull - WL351 Hardware Finish Types 1 White Bronze GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: A. LOFT FLOOR 40 PSF B. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. . C. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE,2009 EDITION. 2. TESTING,INSPECTIONS AND OBSERVATIONS: A. THE STRUC'I'CJRAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF TI-IE CONSTRUCTION;SUCH OBSERVATIONS SIIALL NOT REPLACE REQiJIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS"SPECIAL INSPECTIONS"AS MAY BE REQUIRED BY CHAPTER 17 OF Tf IE IN'I'F.RNATIONAL BUILDING CODE. THE FOLLOWING WORK SHALL BE INSPECTED BY TIIE SPECIAL INSPECTOR iJNLESS SPECIFICALLY WAIVED BY THE BUII.DING OFFICIAL. 1. STEEL CONSTRUCTION a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT TIIE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.3. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINLTOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS,PROVIDED TI�MA'I'F.RIALS, WELDING PROCEDURES AND QUALIFTCATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK;PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS;AND A VISUAL INSPECTION OF ALL WF.LDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WF.LDING. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16'IN SIZE. 2. WELDING OF STAIltS AND RAU.ING SYSTEMS. c. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCiJMENTS AND MANi JFAC'I'[IRER'S CERTIFTED MII.L TEST REPORTS. 3. STRUC'I'i JRAL STEEL A. ALL STRUC'I'[JRAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992,(50 KSI)AND EXCEPT PIPE COLiJNINS WIIICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500,GRADE B,LATEST EDITIONS.STEEL SUPPLIER MAY PROVIDE ASTM A572,GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. ALL STRUC'I'[.JRAL BOLTS SHALL BE A325N INSTALLED TO A MINIMi.JM SNUG TIGHT CONDITION.ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 i.JNL,ESS NOTED O'I'I IERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WI'ITI Tf� LATEST PROVISIONS OF AISC"MANiJAL OF STEEL CONSTRUCTION." D. EXCEPT WHERE DETAILED OTHERISE,FABRICATOR SIIALL SELECT STEEL CONNECTIONS PER AISC"MANUAL OF STEEL CONSTRUCTION"(ASD),TABLE 11-A AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL"WITH A325 N BOLTS(OR WF.LDED EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUCT[JRAL DRAWINGS. WIIEN LOADS ARE NOT SHOWN,SELECT CONNECTION TO SUPPORT 60%THE TOTAL LJNIFORM LOAD CAPACITY PER AISC"MANUAL OF STEEL CONSTRUCTION"FOR EACH GIVEN BEAM AND SPAN. E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING Ti�AMERICAN WF.LDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-Dl.l. F. MINIMIJM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS'IT�AN 3/16'CONTINUOUS FILLET UNLESS NOTED O'I'IIERWISE. G. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE H. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. 4. WOOD A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR,LARCH,GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORNIING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2"THICK-4"TO 6"WIDE(WALL STUD ONLY) STUD Fb= 700 PSI 2"TO 4"THICK-6"AND WIDER NO.2 Fb= 900 PSI 5"THICK-5"AND WIDER NO.1 Fb= 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. PROVIDE METAL CROSS BRIDGING NOT OVER 8'ON CENTER FOR ALL 2X WOOD JOISTS. SOLID BLOCHING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANT'II,EVERS IS REQi_IIIZED. C. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO Tf�IBC SCHEDULE TABLE 2304-9.1 UNLESS NOTED O'ITIF.RWISE. D. PLYWOOD DECK AND/OR ORIENTED S'IRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING.APPLICATION SHAi T BE IN ACCORDANCE WITH RECOMMENDATIONS OF TIIE AMERICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH'I'I-�GRADE-'I'RADEMARK OF Tf� AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET'II-IE REQi.JIItEMENTS OF U.S.PRODUCTS STANDARD PSI,LATEST EDITION FOR PLYWOOD.ALL PANELS WIiICH HAVE ANY EDGE OR Si JRF'ACE PERMANENTLY EXPOSED TO Tf� WEATHER SHALL BE OF THE EX'I'FRIOR TYPE. 3. FOR FLOORING USE 3/4"T&G STURD-I-FLOOR SHEATHING GLUED AND NAII.ED WITH lOD NAILS AT 6"ON CENTER ALONG PANEL EDGES AND AT 12"ALONG INTERMEDIATE SUPPORTS. 4. FLOOR SHEATHING SHALL BE INSTALLED WITII TEIE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 5. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS,TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCHING SUPPORTS. E. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON TIiE DRAWINGS AND SHALL BE"BCI-JOIST"AS MANiJFAC'I'[.JRED BY BOISE CORPORATION.AL'I'F.RNATES SHALL BE REVIEWED BY THE ENGINEER.TO BE CONSIDERED,ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING,SHEAR AND DEFLECTION EQUAL TO OR GREATER T'IiAN THE SIZE SHOWN ON THE DRAWINGS.WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANi JFAC'I'[JRF.R. F. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE'I'EIE FOLLOWING STRESS CAPACITIES:FB=2800 PSI,E=2,000,000 PSI,FC=750 PSI,FV=285 PSI. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANLJFACTURERS' RECOMMENDATIONS.CONTRACTOR SHALL HAVE'I'IIE OPTION OF USING 3 1/2"OR 5 1/4"WIDE MEMBERS. 5. NON-STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON-BEARING PARTITIONS,ETC.ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOLJNT DEFLECTIONS AND OTHER STRUCTi_JRAI_MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTLJRAL PARTS SHALL BE PROVIDED AND SI IALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFTED BY Tf� ARCHITEC'I'LJRAL DRAWINGS.STRUCTURAL STEEL MEMBERS SIiALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTfIERWISE. 6. GENERN� A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCI'CJRAL SUBSTI'I'[.J'ITONS. B. VERIFY ALL OPENINGS'I'I�ZOUGH FLOORS,ROOF AND WALLS WITH MECIIANICAL AND ELECTRICAL CONTRACTORS.VERIFICATION OF LOCATIONS,SIZES,LIN'I'F.LS AND REQUIRED CONNECTIONS ARE CON"IRACTOR'S COMPLETE RESPONSIBILITY. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCT'LJRE,ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED.UNLESS SPECIFICALLY DETAILED ON ARCHITEC'I'[.JRAL AND STRUCTURAL DRAWINGS,RESPECTIVE SUBCON'I'RACTOR SHALL F[JRNISH ALL HANGERS,CONNECTIONS,ETC.,REQiJIRED FOR INSTALLATION OF HIS ITEMS. D. WATERPROOFING,VAPOR BARRIERS,ETC.,Si�ALL BE AS SHOWN ON THE ARCHITEC'I'IJRAL DRAWINGS AND AS INDICATED IN T'HE SPECIFTCATIONS. E. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR WALLS AS SPECIFIED IN SECTION 1405 OF THE INTF.RNATIONAL BUILDING CODE. F. ALL DIMENSIONS ON STRUC'I'[JRAL DRAWINGS SHALL BE CHECKED AGAINST FIELD CONDITIONS AND ARCHITEC'CCJRAL.DRAWINGS. G. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS.IF CONDITIONS ARE DIFFERENT THAN ASSUMED,NOTIFY ENGINEER. H. THIS REMODEL HAS BEEN REVIEWED STRUCT'LJRALLY FOR COMPLIANCE WITH SECTION 3403.3.ADDITIONAL FLOOR AREA WILL BE SIGNIFICANTLY LESS'ITIEN 1%OF T'fIE BiJII.DING FLOOR AREA. TO THE BEST OF OUR KNOWLEDGE IT IS IN COMPLIANCE WI'ITI SECTION 3403. �� ✓Ionroe & Newell Engineers, Inc. P.O.Box 1597 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 Email: avon�a monrce-newell.com 1701 Wynkoop Street,Suite 200 Denver,Colorado 80202 (303)623-4927 FAX(303)623-6602 Email:denver@monroe-newell.com �cHir�cr } W J � e Z m8 Q� o� �w `�� ■ F a c IuiW ■Z� �� —Q m � o E � O � Q a � b�51GN�p oZ � W R -- � � _ �� " � _ 'o u 9� r"{ a °` �^ p �z ,}�J � -- Cl.! ? �NGIN�� moNeoe�iveweu. ENGINEGRS,IN(' ro eox isn AVON,CO 8 t62t) HANNEC SPA[}I 9]0.944]'J68 J W � O � W � Z � � N v � � Z � � U J ¢ > vi � � Z � Z � � ISSUI:U I�OK N��. Daie Re�nvk ,s „ , , , , � �� PROIECT NO�.8249 DRAWN BY�.AVN ORGM DATE�.(12/22/10 S1 ;�[v[�-t�'%t:5 0 . � FLOOR ELEVATION NEW (3)�X6 GOLUMN IN EXISTING VJALL NEW (3)�X6 GOLUMN IN EXISTING iNALL � �� i..� � �� i� � � �� I �� I � I/4" = I'-O" ✓Ionroe & Newel Engineers, Inc P.O.Box 159 i 70 Benchmazk Road,Suite 204 Avon,Colorado 8162( (970)949-776E FAX(970)949-4054 Email: avon@monroe-newell.corr 1701 Wynkoop Street,Suite 20C Denver,Colorado 80202 (303)623-4927 FAX(303)623-6602 Email:denver@monroe-newell.coir � 1�1' � f 1�1 J.._ � �� 1.._ � i��1"c I1�1C� I/4" = I'-O" � � 00� �� ✓Ionroe & Newell Engineers, Inc. P.O.Box 1597 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 Email: avon@monrce-newell.com 1701 Wynkoop Street,Suite 200 Denver,Colorado 80202 (303)623-4927 FAX(303)623-6602 Email:denver@monroe-newell.com � . SIMf'�.�ON LSTA36 AT EAGH WALL STUD �X4 AT I'-4" STUD WALL NEW FLODR SHEATHING REMOVE EXISTING BEAM (SHORE EXISTING FLOOR) �------ i i i i i � � � � � � � � � i i �XISTINd NEW � I I I � I 1 NEW (3)-II -1 LVL BEAM NEW BGI FLOOR JO I ST EXISTIN6 JOIST WITH NEW SIMP50N HANGERS � � C T I Ol�l .2 � �/�„ � I��O�� (2)-I 3/4" X 5 I/2" LVL �X6 AT I'-4" BLOGiGIN6 (�)-II 7/8" LVL ED6E BEAM SIMPSON LSTA�4 AT EAGH WALL STUD '1/I6" PLYWOOD SHEATH I NG EXISTING STUD WALL NEW 3/4" FLOOR SHEATH I NG NEW I I "1/8" BGI/6000- FLOOR JOIST AT�'-O" WITH SIMP�.�ON IUS HANGER NEW I 3/4" X II "i/8" LED6ER WITH 3/4" � X 3" LAG-BOLT AT 6" e e e e e e � � C � 101� � ��L„ � ��0�� ✓Ionroe & Newell Engineers, Inc. P.O.Box 1597 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 Email: avon�a monrce-newell.com 1701 Wynkoop Street,Suite 200 Denver,Colorado 80202 (303)623-4927 FAX(303)623-6602 Email:denver@monroe-newell.com I 3/4" X II 7/8" LVL BLOGiGING BETWEEN EXISTING STUDS ��Xb X�'-O" EAGH SIDE EAGH EXISTING STUD WITH (8)-IOd X � I/�" NAILS •� .•i �cHi�cr } J ; E Z m8 $� 0 �U3W w m �. ■ � m� x w W •Z� �� —Q W � o E � o � a Q � n�51GN�p QZ � � d (.1 � ° ,� u -- � _ 'o � Q 3� � 'z .y�J � -- � ? �NGIN��p Ii��NROL ffi NEWF.LL �\�',INGGRS.IN(' ,�,��,<>X�s„ ,�v[)N.CO 8 t6211 I I.\VNI:S SPAEFI ..ii-��49-]]68 N J � W � 0 ~ z � � O C U L J W Q � � vi Z � � _ w � z Q � z — O � :�,�_ �,: � ! � � a ,� , veo�cr�o-sza9 Q . ! I)F2AWN BY�.AVN ORGP1 DAi2�.02/22/IO , , S4 � �� r,us��r�_; �.� �2� , ; DS Consulting, Inc. Final Clearance Air Monitoring Report 641 W. Lions Head, Unit 421, Vail, CD 81657 Presented To: Mr. Richard Capra Rocky Mountain Abatement, Inc P.O. Box 621840 Littleton, CO 80162-1840 Performed&Prepared By: Mr. David Sinkbeil DS Consulting, Inc. PO Box 6864 Avon, CO 81620 (720) 201-6611 Project Details: Project Number: 4026 Conducted: Apri127, 2011 � EXECUTIVE SUMMARY On April 27, 2011, Mr. David Sinkbeil with DS Consulting, Inc. (DSC) conducted a final visual inspection, performed aggressive clearance air monitoring, and analyzed clearance air-quality samples via Phase Contrast Microscopy (PCM) for an asbestos abatement project at the condominium residence located at 641 W. Lions Head, Unit 421,Vail, Colorado. Services were provided at the request of Mr. Richard Capra with Rocky Mountain Abatement in support of asbestos abatement activities being conducted to remove approximately 550ft2 of asbestos-containing drywall from a full containment encompassing a portion of the upper level and main level of the condominium residence. The final clearance also included a final visual inspection of the containment area which passed. Monitoring locations and frequencies were determined by Mr. David Sinkbeil; having EPA and State of Colorado accreditation No. 13015. PCM analysis was also performed by Mr. Sinkbeil (see Appendix B for certifications). DSC's scope of work for this project included performing a �nal visual inspection and collection and analysis of aggressive final air quality samples by NIOSH 582-trained personnel for determination of airborne asbestos (as total fibers) concentrations in identified areas. DSC is a participant in the Industrial Hygiene Proficiency Analytical Testing (IHPAT) program with laboratory ID No. 188987 and has a rating of Proficient. The abatement project passed the final visual inspection and the analytical results of all samples collected were below the clearance criteria of 0.01 fibers/cubic centimeter (f/cc) (seeAppendixA for Air Sam ple Analysis). PROJECT INFORMATION � General Abatement Contractor (GAC) • Air Monitoring Specialist/Analyst Rocky Mountain Abatement, Inc. Mr. David Sinkbeil • GAC Project Supervisor • Date Conducted Mr.Juan Noriega April 27, 2011 • Project Location • Final Clearance Sample Results 641 W. Lions Head, Unit 421,Vail, CO See Appendix A • Project Contact • Certifications Mr. Richard Capra See Appendix B 2 . PROJECT INTRODUCTION On April 27, 2011, Mr. David Sinkbeil with DS Consulting, Inc. (DSC) conducted a final visual inspection, performed aggressive clearance air monitoring, and analyzed clearance air-quality samples via Phase Contrast Microscopy (PCM) for an asbestos abatement project at the residence located at 641 W. Lions Head, Unit 421,Vail, Colorado. Services were provided at the request of Mr. Richard Capra with Rocky Mountain Abatement in support of asbestos abatement activities being conducted to remove approximately 550ftz of asbestos-containing drywall from a full containment encompassing a portion of the upper level and main level of the condominium scheduled for renovation. Monitoring locations and frequencies were determined by Mr. David Sinkbeil; having EPA and State of Colorado accreditation No. 13015. PCM analysis was also performed by Mr. Sinkbeil (see Appendix B for certifications). SCOPE OF WORK DSC's scope of work for this project included performing a final visual inspection and collection and analysis of aggressive final air quality samples by NIOSH 582-trained personnel for determination of airborne asbestos (as total fibers) concentrations in identified areas. DSC is a participant in the Industrial Hygiene Proficiency Analytical Testing (IHPAT) program with laboratory ID No. 188987 and has a rating of Proficient. The abatement project passed the final visual inspection and the analytical results of all samples collected were below the clearance criteria of 0.01 fibers/cubic centimeter (f/cc) (see Appendix A for Air Sam ple Analysis). AIR MONITORING Air-quality samples were collected utilizing a modified NIOSH 7400 Method, whereby samples were collected on 25-millimeter (mm) mixed-cellulose, ester-membrane filters with 0.45-micron pore size and analyzed via Phase Contrast Microscopy (PCM) as per the customer's requirements. Sample Collection - PCM samples, when applicable, were collected on 25-millimeter (mm) mixed- cellulose, ester-membrane filters with 0.45-micron pore size with an effective collection area of 385 mm. All filters were pre-assembled by the manufacturer in three stages, conductive sampling cassettes with extension cowls. Air samples were collected at an average flow rate 13.0 liters per minute (L/m) using Thomas high- volume pumps with a minimum of 1,200 liters being collected. Flow rates were collected at the beginning and at the end of the sampling period utilizing an airflow rotameter calibrated against a primary-flow calibration instrument. Start times and stop times were recorded for all sampling periods. A field blank and lab blank were also collected and analyzed along with the five (5) clearance samples. PCM Sample Analysis Method - PCM samples were analyzed according to a modified NIOSH 7400 Method—A Counting Rules—although samples were collected on 25-mm mixed-cellulose, ester- membrane filters with 0.45-micron pore size and analyzed via PCM. Air sample results contained in this report have been calculated with blank sample corrections. 3 APPENDIX A -AIR SAMPLE RESULTS • ' � � ' � � � � ' - • � 1 � • � . � CL-1 Hi vol. U er Level Bathroom 13.0 1:21 3:01 100 1300 2 100 0.001 CL-2 Hi vol. U er Level Loft Area 13.0 1:22 3:02 100 1300 4 100 0.002 CL-3 Hi vol. Main Level Hallwa 13.0 1:23 3:03 100 1300 7 100 0.003 CL-4 Hi vol. Main Level Livin Room 13.0 1:24 3:04 100 1300 6 100 0.002 CL-5 Hi vol. Main Level Kitchen 13.0 1:25 3:05 100 1300 3 100 0.001 CL-lb n a Lab Blank n a n a n a n a n a 0 100 0.000 CL-fb n a Field Blank n a n a n a n a n a 0 100 0.000 4 APPENDIX B CERTIFICATIONS �'�`��.,�`1,, F�. �+ %rrs nSr' C� � Ttr /" /`\. - /"`�. . � �-' . /i , rn r�y '�ti,� �:� 1� t�� t i�r , r� �' � �. .r!'..'.`�1 t ��. -r��1 .r%�1`?- �� -�� '�a s�,� ' �e �� k z 2 �,;# � �� p � E l��=•� '�. �` �}�� '. .� • , ` m'� '�'�` _''�:."!� _ '�`;L '�.t!'.._ "�.t"_ '��.L�` l , ,� �� 1a?._t�t��,r�t1'v�..��!,��`S.'"� �y. ��;� `1�,�f''� r �L, , . . �,�,"., r'.`-5 �''�'i�. ,'� �. M1�; i'i � �� ^STATE OF COLORADO �� ~� �.,� ��- == �� H �r' ASBESTOS ��. �'� Y � � � � ""' " CERTIFICATION* '""� � �, � i , - 3,, � ,� ': O � �°" '�_ � ��«x ' Colorado Depazmient nf Public Health »..{ ''' W� I � � 5� r� ��"° and Environmcnt '-1�` �� "� D ,�',�. ��p Air Pollution Control Divinion �,- �f �� U � �'w" i: i ."��., ..,�"�"'� =o $ ("' � �� This ccttifics that ��_ �� a � $ r �a� AS � '�� David Sinkbeil �' - '��' C� � �$ W � � ��, .«� � , �.� ��' � c a g a R � � �> � v� x �'�..�. CErtification No:13U15 � - z'-� �"�� Q n 0 O v ^ � O,� � � �d. j�: ��f�`� a ►� � � � PQ � W Z � a• .s. has met ihe requirements of 25-7-507,C.R.S.and Air(1uel�ty Control �� ;�:I �� a Zy � � Q f '�'��"' Commission Regulation No.8.Part B,nnd[s hereby certifiad ky the ' s�'�','+ � d � �� state of Colorado in the Pollowuig disciplinr. � ` ` ,,(�p��,y s �+ �„`�,� `` �,1 ;� � 'aC� �W I � � �� Air Monitoring Specialist* a�� : �',�• w � � � x � i�uea: �asizmo ; "- � ��.�;` F V ! L �t'� � _'A 4 � 4y�, � { ��4.. F;xpires on:7/2S/2011 �; � � � � � � ,.. _ _- _ � a �I r ��- f� �, �;� �r � � o i k� ��F w� ��,� ,� ,;� ,��, � � �� > ��.` �,y ❑ ., uF i� •na ewaMv o-wu enry wire nwo.,.«a..•/.r�.M.i ah.wym,..� ,.r.....�. � �s�/� �.,r`�,,,� vvi�� I !� �a.d�u w�R r.s., � . h> �:�1 4` �i �ia a �� s i� �,�;{ ♦IK, 3� ' .! 5Y. . C. . �'��1� � �" � .-. '*�-t+�-,�F.^.am.' �.,<�y` '-°e��.l �; � � � " = - , �:; �� Y �,C,..��}YF '�� i�ti'6J��SiS �.'F i� � -��•fL1Y.Y.1'-'S9/�\;��T ZI�I`.�� {�lfi.4✓� �"=��'`�,��'.� k, d i .y,✓ti�,4 �,�.r t��:�,.}✓..r,�..,�;•�i _ `!v'r,��y�,,� � 4��,�. 1r+na ��.. _ . _ ��` 5 • -- . --- _. _. Vail, Colorado Denver, Colorado Frisco, Colorado Monroe 8L Newell Engineers, Inc. May 26, 2011 Studio 80 105 Edwards Village Blvd., Suite E202 Edwards, CO 81632 Attn.: Mrs. Alyson Vassar Re: Irwin Remodel,Montaneros Lodge, Unit 421,Building Permit#B10-244, Vail,Eagle County,Colorado (M&N#8249) Gentlemen: Monroe & Newell Engineers, Inc. conducted a structural site visit at Montaneros Lodge on May 25, 2011. The purpose of this site visit was to observe the framing of the renovation of Unit 312 visually and to determine, if the framing had been constructed in general compliance with the intent of the structural construction documents that were prepared by our office, dated September 13, 20]0 and the additional bent steel detail, dated May 5,201 l. We noted the following: 1. The new loft expansion framing had been constructed in general compliance with the intent of the construction documents and appeared to be mostly complete. 2. The new bent steel beam had been installed as shown in the detail,dated May 5, 2011 and all connectors and support posts were in place. 3. The existing 2 x 12 edge beam at the west edge of the stair to the loft level was only toe-nailed to the existing loft edge beam that was located at the south edge of the existing loft. To connect these beams sufficiently the contractor shall install a Simpson L90 angle at the inside comer of the joint between these two beams. Lag- bolts, which are protruding into this connection, shall be cut off flush with the face of the wood beam. www.monroe-newell.com 70 Benchmark Road • Suite 204 • Y.O. Box 1597 • Avon, Cotorado 81620 (970) 949-7768 • FAX <970) 949-4054 • email: avon�monroe-newelLcom , -- --_ _ _ After item three has been completed the framing of the new loft expansion will be in compliance with the sttuctural requirements of the International Building Code, 2009 Edition. If any questions remain,please call. Very truly yours, MONROE&NEWELL E GINEERS,INC. a�� Hannes Spaeh,P.E. � �� c�.� 257� Principal Z Montaneros Unit Monrce&Neweli Engineers,Inc. M&N#8249 May 26.2011