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Home My WebLink AboutB06-0205NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES : TOWNOFVAII, ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p.970.4792139 f.970.479.2452 inspections 970.479.2149 ELECTRICAL PERMIT Permit #: E08-0014 NSFR Job Address: 621 FOREST PL VAIL Location.....: 621 FOREST PLACE Parcel No...: 210107215002 OWNER GLENDORE DEVELOPMENT INC. 01/23/2008 ATTN: JERRY HARRIS PO DRAWER 2072 LONGVIEW, TX 75606 APPLICANT AVALON INDUSTRIES, INC. 01/23/2008 Phone: 303-919-5019 10485 N. NORFORK COURT COMMERCE CITY CO 80022 License: 348-E CONTRACTOR AVALON INDUSTRIES, INC. 10485 N. NORFORK COURT COMMERCE CITY CO 80022 License: 348-E 01/23/2008 Phone:303-919-5019 Desciption: BONDING AND WIRING OF A HOT TUB Valuation: $4,000.00 Square feet: 100 Project #: Status . . . : Applied . . : Issued . . . Expires . .: FINAL 01 /23/2008 09/18/2008 09/19/2008 *...*.,,....*.,*«...*.,,.,..,�..*«**.,....,,.,«...«.,*,,,,.*..«.«,,...�.*.,�.*.. FEE SUMMARY ««,,...*«*..*.�..,.....,..,*.x...*.,,.,....*...x.,,.,,.....,***...«*..,.,,,,«.,....,,* Electrical Permit Fee---------> $51.75 Total Calculated Fees--> $55.75 Investigation Fee--------------> $0.00 Additional Fees----------> $0.00 Wil I Call Fee--------------------> $4.00 Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $55.75 Total Calculated Fees-------> $55.75 Payments-----------------> $55.75 BALANCE DUE----------> $0.00 «.«*«..�**«**..*.,«*.*.***«..*.,,,,.«*..,,,..,*.,*....,**.�..*«.,,*.,��**.,.,�..*.,«...,.,,..,.,�..*.«*....«,....,,.,,*„*...*„*.,..,*«.**.x„**.�.,..,,.,,.�,,.,,.,..,,*.,...,*«....*.**....«*. APPROVALS Item: 06000 ELECTRICAL DEPARTMENT 01/23/2008 shahn Action: AP ,..�.,�*.,......�*�....,*«.....*.,**...«**«�.�,,,«,.«,.....,««.�...*,.....,:««,�...,««.,.�.***.,,....«*«...*..,«...,..**.,,.....,,«.,...«.,.,,,.,,.......*....�.,,,..,,.,.«....,,.....,�*,.....,*« CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ..,.**.......�..,,.,,«..,..,,,..,...,.,..,..,,,,..«....*..,,..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 information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. Signature of Owner or Contractor Print Name elec_prm_041908 Date E08-0014: Entries for Item:190 Action I Comments AP IAP Total Rows: 1 PERMIT Page 1 - ELEC-Final Date Uniqu Ke 09/19/2008 A0001 774 15:28 02/14/2013 +*********+*********+******+++*****+*************+***************�******+******************* TOWN OF VAIL, COLORADOCopy Reprinted on 02-14-2013 at 15:28:32 02/14/2013 Statement ******************�************************************************************************* Statement Number: R080000112 Amount: $55.75 O1/29/200808:23 AM Payment Method: Check Init: JS Notation: 2412/AVALON INDUSTRIES ----------------------------------------------------------------------------- Permit No: E08-0014 Type: ELECTRICAL PERMIT Parcel No: 2101-072-1500-2 Site Address: 621 FOREST PL VAIL Location: 621 FOREST PLACE Total Fees: $55.75 This Payment: $55.75 Total ALL Pmts: $55.75 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 51.75 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- E07-0080: Entries for Item:190 - ELEC-Final 15:28 02/14/2013 Total Rows: 1 Page 1 P07-0033: Entries for Item:290 - PLMB-Final 15:29 02/14/2013 Action Comments By Date Unique_ Ke CR APPLIANCE CANNOT BE CONNECTED GCD 08/11/2008 A000116 TOGETHER OR EXCEED 3' IN LENGTH. 523 CONNECTOR CANNOT BE CONCEALED IN WALL. CANNECTOR CANNOT RUN THROUGH APPLIANCE HOUSING SEE IFGC SECTION 411.1.2. FINAL GAS PIPE TEST 15 si CR 1.ITEM FROM 08-11-08 NOT CORRECTED. GCD 08/26/2008 A000117 2.HOT AND COLD REVERSED ON MID- 018 LEVEL BAR SINK 3.PROVIDE STRAINER FOR MECH ROOM FLOOR SINKS. 4.ALL BACKFLOW DEVICES REQ CERTIFICATION. CR APPLIANCE CONNECTORS CANNOT BE GCD 08/28/2008 A000117 CONCEALED IN CONSTRUCTION. 087 FLOOR SINK REQS STRAINER AT THE INLET ITEM 2 AND 4 APPROVED DN CORRECTIONS STILL NOT MADE. GCD 08/29/2008 A000117 147 AP GCD 09/02/2008 A000117 180 Total Rows: 5 Page 1 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 D*�f'ARTMENT OF COMMUNITY DEVEL�ENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P/S,DUP) PERMIT Permit #: B06-0205 Project #: PRJOS-0413 Job Address: 621 FOREST PL VAIL Status ...: ISSUED Location.....: LOT 2-621 FOREST PLACE `.-� � Applied ..: 07/28/2006 Parcel No...: 210107215002 Issued ... 10/11/2007 Expires.....: 04/O 1 /2007 OWNER GLENDORE DEVELOPMENT INC. 07/28/2006 ATTN: JERRY HARRIS PO DRAWER 2072 LONGVIEW, TX 75606 APPLICANT OLSON & SONS CONSTRUCTION, I07/28/2006 Phone: 926-3289 PO BOX 438 EDWARDS � CO 81632 � License: 301-A CONTRACTOR OLSON & SONS CONSTRUCTION, I07/28/2006 Phone: 926-3289 PO BOX 438 EDWARDS CO 81632 License: 301-A �o � z ��,-�.��-� t�� . Desciption: NEW SINGLE FAMILY RESIDENCE FOR LOT 2 Factor S Feet valuation Occupancy Type q RESIDENT/1 & 2 FAM ( ZONE 4 VB 194.17 11,082 $2,151,791.94 Totals... 11,082 $2,351,770.00* Number of Dwelling Units: 1 Town of Vail Adjusted Valuation: 2,351,770.00 Revision Valuation: $0.00 ss***s�t�ss+�***ss*�s�*►ss**sss**s*sss**es***sa*+***:*s*s*+*+s*** FEE SUMMARY *+'■**+s**+s�s:s**+:*+ssss�s*■+*+s.*►�s*+s*ss�*ss.�ss**.++s Building----> S 10 , 54 3. 5 5 Restuarant Plan Review--> $ o. o o Total Calculated Fees-----> $19 ,1 i�. i 6 Plan Check--> $ 6, e 5 3. 31 Recreation Fee--------> $1, 6 6 2. 3 0 Additional Fees----------> $ o. o 0 Investigation-> $ o. o o TOTAL FEES-------------> $19 , 11 �.16 Total Permit Fee--------> $19 ,1 i �. i 6 W ill Call----> $ 3. 0 0 Payments------___-_-_> $19 , 117 . 16 BALANCE DUE---------> $0 . 00 ###f#*R#*#f*#tt*t�#*##�k######t##►*##*#k#t#i#*#t##i####►###**44�i�F##*###4####i##4f►##t###t##*##f#t#####t7ttt###*#*########4##f####*t#ii###�F*##rti## Approvals: Item: 05100 BUILDING DEPARTMENT 08/21/2006 jp Action: DN Correction letter sent - F:\cdev\CHRIS\PERMIT.COMMENTS\B06-0205\B06-0205.DOC 09/19/2006 cgunion 10/11/2007 jplano Item: 05400 PLANNING DEPARTMENT 08/02/2006 bgibson Action: AP Action: AP Action: AP approved corrected plans. original review 1 moving interior walls and exterior stone cl � Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 08/04/2006 gc heigher. No walls over 6 feet in height heigh. 10/02/2006 gc Action: DN C� Provide stamped PE drawings tor walls 4 toc Wall on east side of building looks to be 10 feet Action: AP Item: 05550 ENGINEERING CIVILS :.*...s.�.�s.*..*:...:*..*.s...+.:...�:.*�s..�..:+..::s..::*..*.:+.:.**.s*+..**�:*..:***...�:*�.*..:s*�*�.:...*...s.�►.:..s.�...�*.+::...s.e::.:. See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of th�wn applicable thereto. � REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV 4 PM. / 479-2149 OR AT OUR OFFICE FROM 8:00 AM • SIGNA RE OF OWNER OR CONTRA�TOR FOR HIMSELF AND OWNER � ******************************************************************************************************** CONDITIONS OF APPROVAL Permit #: B06-0205 as of 10-11-2007 Status: ISSUED ******************************************************************************************************** Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 07/28/2006 Applicant: OLSON & SONS CONSTRUCTION, INC. Issued: 10/11/2007 Job Address: 621 FOREST PL VAIL Location: LOT 2-621 FOREST PLACE Parcel No: 210107215002 ******************************************************************************************************** CONDITIONS ******************************************************************************************************** Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008382 �'� Backwater valve my be required, plans show 2 manholes, if the fixtures are I lower than the manhole a valve is required � Cond: 13 (BLDG.): VENTILATION IS REQUIRED AS PER SECTION 1203 OF THE 2003 IBC AND SECTION 403 OF THE 2003 IMC.. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. � � **********�********************�*�*********************************************************r TOWN OF VAIL, COLORADO Statement **�*�*r*******+******************r**r******************�r***********************�********+** Statement Number: R070002192 Amount: $55.00 10/il/200702:04 PM Payment Method: Check Init: DDG Notation: Olson & Sons 4966 ------------------------------------------------------------------ Permit No: Parcel No: Site Address: Location: B06-0205 Type: 2101-072-1500-2 621 FOREST PL VAIL LOT 2-621 FOREST PLACE NEW (SFR,P/S,DUP) PERMIT Total Fees: $19,117.16 This Payment: $55.00 Total ALL Pmts: $19,117.16 Balance: $0.00 ******************************************r*********************��******�*******�*********** ACCOUNT ITEM LIST: Account Code -------------------- PF 00100003112300 Description Current Pmts ------------------------------ ------------ PLAN CHECK FEES 55.00 ------------------------------------------------------------------------ � �� • . APPLICATI L N T BE ACCEPTED IF INCOI�,ETE OR UNSIGNED � �� Buildin Permit #: � REVISION TO TOWN OF VAIL BUILDIN�G PERMIT Separate Pemni�s are required for electricai, plumbing, mechanical, etc.t n 75 S. Fr e Rd. Vail, do 81657 *** vision submittals must include the Field Set of approved plans. No further inspections will be performed until the revisions are aaproved. *** i CONTRACTOR INFORMATION coMPLETE REVISIONS EWALUATIONS FOR BUILDING PERMIT (Labor � Materials) REVI$ED AMOUNT: $� c4� ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ � -. �' =r � �m a.s"*�d yi�7rtp ar �'°Z3 f�� • ` • —z t�4' c t f t i `�g �.m `a,t ��'�i' �'t��"'�� i �" ( k.� � "( , d�� $� � � �4 � a t3 �-'* i . � �h-Ra � � '�o et'��' �- X_.+��.�.` #`�,�� :.k. -n !'€ .�. z ... � �:a* �, .. _� z `^� ^i"M.. ,. t � ��a °€�.y,�.'�-sy'� .� � � x',^�Ym'��Ti � � � *i � a '�r k� "�.+r t Z I� s �� ¢ a ' x ^r� �Sne„ .� �� t'"�`�'k ;�x �"�� ' 7 -��' tv,�„^. 4 �' 2 '� t �s x ,+ � z� 7i `. � 3 e s. �i 'W�r��. s 'i.. � :�5..' � .g�xbv�-ar� s.:i=ks r � ._� ri' i�^ '�l°� ,. °tks.,"�5 . _ � _ y , wy . �✓.b`rFe.TM,.[ � t i i .�-.�.i [� ;,. 3-w`+'4iS7= ,�3- P 8 rg:;r��F Frr � .'uf ...y�t � x �y � `y�$.u+��' �i��..� V a..l�isl.+&..`.�'��e2�a.�T',.'R.ss�:S"a.�ii"it � ..�u�.c�'i.: � ...A,.. � � ..`� M:� _c� �`. ,.�'"#,K'k'ii'PUx�...:4._ � cV T�� .au�k�aaQ: �.+5`�..� n �i� f �P F:�Cdev1FORMSWertnits�Buildinglbuilding_revision_4-18-2007.doc Page 1 of 1 �� MAY/0,5/2008/MON 07:50 AM N4��COG � 24 2408 15:48 •Mornin� � ; �,.� FAX No.970 81208 �7191 635—?968 Star E�evato� . P. 001/001 (o . � ciV�r� s:o� V�i � . -��Ci�"""�' • v� • I7�te, o � -� ,� `- �F Cotarpdo� �ounct� af Gov�rnn��r� T� . �`4y � .' �, _ . . , . EVATOR PERMIT APPLICATION Fram �� ' ' 7urisdictlon +� � � �.� � � Fax� . p�rmlt # � � , Tota� r�e �7� � vate r�sa d � Q' ,Reaeit�t �P .,��'°t� � �.�� pibp Re�riew�d and Approvad . Dat� issued �� ' � P�rmlC Expl�'ativti Date � C� *� JUI e fbtiawirrq ittu5t be �mpleted M/ 1�e efe�vator cx�ntrac*or *� Inatxx�rats� ifla� bl� or mis�[ny inforn�ation wtll causa a delpy in the application prv� ' •. Please� wmple�e� a separate appficatfan ger c�nveyanc�. • - 7�+ri�ioit Suile�ing Pertnit � �'"��'��.-.� ' . • , � �ob Addreas � �v� 1 � 1�7Q-C��•3 7� �� "� "� '% so17 •L , � � - - - - . . . . . . Q+�rner " • � � ° �S� !�-+ � - , Mailing-Addr�ss C�o � t /rT�� ' �._ • �� • �� a . . . � . ��e � v ' '�/•¢ �, �S� 7�(�� - Fax � _ . Eletra�ai Qa�r � � � Gt.,r �� ' � �� MaHing Ad�ess • � ��o�e �� ! �.�?� . �x � �.---'��5 �' � G�3 . ; , � � p�� new i�stali�►tions and sbc mnt� r ** •,�� .. r+e in ne - � � New i'�ss4ilat�Qn Unit ar Coatract.# ;�„ � � � � � , ' ,. - . � qi�atiao (unitc�nnat ba� r�twrrra�d to �ervlc� utttf! inspect��+d arid appr�v�d 6j+1VW�GOC) � • peseribe Work _„r, � ' �/�er�Nf?t;Z- �~�'7'_-C:��' � � � �� , •. � • - ---- ,..�• .. I hereby c�tlfy ti�i I hava spa�e�min�d thls �ppilca�t�on and lv�aur the sam� �o be e and Corre�t. Nl pror+isiqns'of �ws and 'ordlnances �OVerrilnp�s type+ of v�rork wtR be tomqlled vvit� w� sp�Med her�M ar tfot, The �9�np of a pennit dces not pnesume to give a bp violate or�cance} the Provtsions ' of any regul�t ' struction ar. the vF nstru ' . . � PAY1��I�T C�$pt7' CAR�: Cs0 Ashky Manin ac 970-a66-OZ45� x t 0 t ao gve GC Infamistion- S'ign balow farCradit Ce�d Auttwrizulion. be � . and �!d ir�spections vuti[ be co �COG �for�riew=a ndcapprav��j ' • ' � �w sH�re �i! eT,rn� �- . I�4n9er or tralght eievabar. iu\Ia, agralabar, +rtwvin.g wa11c . t1p 1» and induding $50.000 of va1��n =�75•00 . � E�Vef $SQ��DO CF Ydllsdt10I1 =',�375.00 �US $7.00 (Ur 6aC,11' $1,OOQ.00 or ftat�n thereof over $50�OQO.DO . Lif�, Dun�bwaiter t�r priv�be resldenoe etevatas Up ta �nd Irldt�ding $zOr40Q v� v3EuetlQn �$275.DU .` over;2D,090 0[ vaduation � ffi275.00 pEus �t.40 fa each $i,o0o.0a or flactla� khereof over $ZQAOq-'00 . . MA70R Ai.'F'ERATION F�ES: Fees for ma�or alteratiotts sfiall'be'as sot forth in Table 3-A of the Uniform Administrative Gode ar Table 1-A ' - . .. � FEE ' Z�� U�.�-• . -�•-- ; • �a r the Nacl�iinest rado C,�uncil vf Government�. Ftans wEll ,inspedion5 by aantncting th� NWCC�G-Elevator Irtspe�or at � - - - . _. . _. �. . ._ uats: � irzoo7 Time:� 06 PM Pays 1 of 1 � Boyla E�eerutg, Inc. 1650 E. Vai! Valky Dr., Unit C-2 Vail, Colarado 81b57 303l476-21'IO FAX 303/476�4383 Mey 7, aoo� TOWi�i OF vAIL BUILDING DEPT. 75 S. Froata=e Road Wesl Vaii, Cebrsdo 81657 �tibject: Drain Li� Holes Exuxior Decic LVL Joista Lot 2, Forest Place Vail, Colorado Dear Sir/Madam: iD 'fhis is to confutn d�at 1 have reviewed the 2 i4" disioeter Pen�e�at�ns �t ha� b� �1e �O� e� of the 1'b" x 9 X" LYL Gteat Room dxk joists fo� a drain+�ge line. I h4ve detemoined that tbis penetratioa through theae jaists has been dotee at a bcation aad in a mAmeer tl+at will �t negatively at&ct the ability of fl�ese mtnlbas to s�poit th�e Code design loads. Please g'ive nne a call ' s��r r�j�, �,.,�� T��y� President or comme�s on this matter. TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location.....: Parcel No...: � DEPARTMENT OF COMMUNITY D�ELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P/S,DUP) PERMIT 621 FOREST PL VAIL LOT 2-621 FOREST PLACE 210107215002 OWNER GLENDORE DEVELOPMENT INC. ATTN: JERRY HARRIS PO DRAWER 2072 LONGVIEW, TX 75606 APPLICANT OLSON & SONS CONSTRUCTION, PO BOX 438 EDWARDS CO 81632 License: 301-A CONTR.ACTOR OLSON & SONS CONSTRUCTION, PO BOX 438 EDWARDS CO 81632 License: 301-A o�/2s/2oo6 I07/28/2006 I07/28/2006 Permit #: Project #: Status . . . . Applied . . : Issued . . . Expires.....: B06-0205 PRJOS-0413 Phone: 926-3289 Phone: 926-3289 ISSUED 07/28/2006 10/03/2006 04/O1/2007 Desciption: NEW SINGLE FAMILY RESIDENCE FOR LOT 2 Occupancy Type Factor Sq Feet Valuation RESIDENT/1 & 2 FAM ( ZONE 4 VB 194.17 11,082 $2,151,791.94 Totals... 11,082 $2,351,770.00* Number of Dwelling Units: 1 Town of Vail Adjusted Valuation: 2,351,770.00 Revision Valuation: $0.00 ************�**********�****s*****s*�******************************** FEE SUMMARY **s***********************s****************�********a**�*** Building------> $lo, 543.55 Restuarant Plan Review--> $0.00 Total Calculated Fees-----> $19, 062.16 Plan Check---> $6, 853 . 31 Recreation Fee------------> $1, 662 . 30 Additional Fees------------> $0. o0 Investigation-> $0. 00 TOTAL FEES-------------> $19, 062.16 Total Permit Fee-----------> $19, 062.16 Will Call-----> $3.00 Payments-------------------> $19, 062.16 BALANCE DUE---------> $o. 00 ******�***:�*************�********s*********a**********************�****s*********************************************************************�*** Approvals: Item: 05100 BUILDING DEPARTMENT 08/21/2006 jp Action: DN Correction letter sent - F:\cdev\CHRIS\PERMIT.COMMENTS\B06-0205\B06-0205.DOC 09/19/2006 cgunion Action: AP approved corrected plans. original review by John Plano Item: 05400 PLANNING DEPARTMENT 08/02/2006 bgibson Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 08/04/2006 gc Action: DN Provide stamped PE drawings for walls 4 foot and heigher. No walls over 6 feet in h�ght. heigh. 10/02/2006 gc Wall on east side of bu�ding looks to be 10 feet Action: AP Item: 05550 ENGINEERING CIVILS :*********************************:***********************************:************************************************************■*�*******:*** See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances o�the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN AM - 4 PM. / AT 479-2149 OR AT OUR OFFICE FROM 8:00 OF OW CONTRACTOR FOR HIMSELF AND OWNEF 0 �►_.J ****************�x**************************************************�********�**��x*�x*****�***�*********�* CONDITIONS OF APPROVAL Permit #: B06-0205 as of 10-03-2006 Status: ISSUED ****�:***�x*�**��*�****�x*�x�******�**�***�****x�*****�*******�*�****:x***�x*�********��**�x*�*****�******�:**�* Permit Type: NEW (SFR,P/S,DUP) PERMIT - Applied: 07/28/2006 Applicant: OLSON & SONS CONSTRUCTION, INC. Issued: 10/03/2006 Job Address: 621 FOREST PL VAIL Location: LOT 2-621 FOREST PLACE Parcel No: 210107215002 �**�******�x****�******�x******************�*******�*********�****************��:**�x*****�**�:********�***** CONDITIONS *�*�*****�x*�*******�x*�:*******�x****�*�*�**********�***�*:��x*�*�******�x***�***�**�:*��***�*�****�*�x*:�****:��:� Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008382 Backwater valve my be required, plans show 2 manholes, if the fixtures are lower than the manhole a valve is required Cond: 13 (BLDG.): VENTILATION IS REQUIRED AS PER SECTION 1203 OF THE 2003 IBC AND SECTION 403 OF THE 2003 IMC.. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. - Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. �. � APp TI�WIIL NOT BE ACCEPTE �s . O� 0 , � �� ` TOWN OF VAIL BUILDI Seuarate Permits are reauired for 75 S. Frontage Rd. V�il, Colorado 81657 ntractor,� �� ar�ress: . tractor ignat .` �� i._.__I � � � D IF COMPL� OR UNSIGN "_ Projeat #: � � �--- Bu�din Permit #: � NG PERMIT APPLICATION eleatrical. �lumbina. mechanical, etc.! �OR INFORMATION Reg. No.: on -- �, l l . P�t Fax . COMPLETE VALUATIONS FOR 6 BUILDtNG: $ z �S% '%%4 ---- ELECTRICAL: $ PLIJMBiNG: $ MECHANICAL: $ PERMIT Labor 1� N OTHER:$ TOTAL: $ � ************************s******************************************************************* TOWN OF VAIL, COLORADO Statement ***************************s**************************************************************** Statement Number: R060001104 Amount: $6,853.31 07/28/200601:43 PM Payment Method: Check Init: JS Notation: 1003/GLENDORE DEVELOPMENT, INC. ----------------------------------------------------------------------------- Permit No: B06-0205 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-072-1500-2 Site Address: 621 FOREST PL VAIL Location: LOT 2-621 FOREST PLACE Total Fees: $17,399.86 This Payment: $6,853.31 Total ALL Pmts: $6,853.31 Balance: $10,546.55 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- PF 00100003112300 Description Current Pmts ------------------------------ ------------ PLAN CHECK FEES 6,853.31 ----------------------------------------------------------------------------- • _�, � ,��,' Deparlment of Community Oeve%pment Building Safety and Ins�ecrion Services 75 South Frontage Road �ail, Co%rado 81657 970-479-1138 FAX 970-479-2452 www. vailgov.com C�� BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: TO: FAX/Email #: Contractor/Applicant Olson and Son's Const. olson@vail.net NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: Architect Larry Deckard larryd@vail.net 3 John Plano for Chris Gunion 08/21/2006 B06-0205 Glendora Development 621 Forest Place R-3 VB 2 and basement The documents submitted for this project have been reviewed for compliance with the 2003 International Building Code, 2003 International Residential Code, 2003 International Mechanical Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International Energy Conservation Code and 2002 National Electrical Code as modified and adopted by the Town of Vail. The fiv//owing coinments wi// necd to be addresscd prio� t�v %suanae ofa bui/ding permit; For p�ocessing: • Please submit four complete sets of revised construction documents containin4 the reauested information with al�lan revision items clouded or otherwise identified. • Please re�ond in writing to each comment by marking the attached list or creatina a resqonse letter Indicate which plan sheet detail specification or calculation shows the reauested information Please send revisions to the attention of the plans exammer with the buildin�c permit �plication number noted. • Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, sianature, registration number and date on the cover paQe of anv structural calculations all structural details and structural sheets of th�lans For commercial or multi-familv pro�ects all sheets of theplans must be stamped. C� Architectural Comments: � 1 Provide a REScheck report indicating compliance to IRC Chapter 11 2 Provide installation instructions for the °Pizza Oven" on page A1. The concerns are, flue pipe, combustion air, rated chase if it burns wood, is it rated for a combustible floor and is the structural floor designed for the dead weight of the appliance? 3 Provide details for the masonry fire box between the living (304) and the dining (314). Include size for the fireplace openings on both sides, the flue size and the hearth dimension. The hearth does not appear to be 20" deep for the width of the fireplace opening. 4 Amend plans to specify 1 hour occupancy separation between garage and dwelling unit (R309.2) 5 The cover page indicates a roof system not detailed on the plans, please change the details to reflect this system or specify upper and lower attic space ventilation. Provide vents equal to 1/150th of the attic area. Indicate on plans method of ventilation to be used Example: soffit vents, ridge vent, gable end vents. A. An R-40 FG is indicated in the 2 x 12 roof framing, Batt insulation does not fit with ventilation. B. The ridge detail 1/A10 shows 15 Ib. felt covering the opening. C. The roof over the Breakfast Area (320) will not work with the basic details that are shown. D. How does the ventilation carry through the valleys? 6 Specify underfloor cross-ventilation at 1 sq. ft. per 150 sq. ft. of the crawl space floor area. Indicate location and size of vents. (R408) 7 Provide crawlspace access to the space under bedroom 6. (R408.3) 8 Show weep hole locations on all stone veneer details. (R703.7.6) 9 Change the "Column Assembly Detail" 5A/A10 so the wood column is 8" min. above grade. (R319.1#2) 10 Change the "Foundation / Floor details" so the wood framing is 6" min. above grade. (R319.1#5) 11 Change all framing members used against the foundation wall below grade to pressure treated lumber or indicate an approved vapor retarder between concrete and wood. (R319.1 #7) Structural Comments: 12 Change the structural floor under the masonry fire box between the living (304) and the dining (314). The masonry fireplace and hearth are required to be supported by non-combustible materials. (IRC 1003.9) 13 Provide the soils report that is referenced on the structural drawings. The report is by Golder and Associates No. 033-2123. 14 Add the bearing capacity of the soils, used for the foundation design, to the structural specifications. .� - • C� 15 Supply engineer stamped timber truss drawings. Page S-4 is referencing page S-7, there was no S-7 submitted. 16 Add a detail to the drawings indicting the ledger attachment of the deck serving the Breakfast area.(R502.2.1) Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check �II requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. John Plano for Chris Gunion I.C.C. Plans Examiner Town of Vail Building Safety and Inspection Services 970.479.2369 cgunion@vailgov.com F: \cdev\CHRIS\PERMIf.COMMENT'S\606-0205\806-0205. DOC �- � i � APPLICATION WILL N07 BE ACCEPTED IF COMPLETE OR UNSIGN S- Ll �' 3 Project #: • O� Q Buiidmg, Permit # ��'S * O � 9�0�79��i49.. li�s �ctivins _: 1 u�.. ,. .. . .., ,.i _ : � _ a ��rfl�� + TOWN OF VAIL BUILDING PERMIT APPLICATI�N Separate Permits are required for electricai, plumbing, mechanicai, etc.! 75 S. Fron#age Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION COMPLETE VALUATIONS FOR BUILDING PERMIT Labor � Materials BUILDING: $ z �Sl "7�a� ELECTRICAL: $ CTHER: $ � PLUMBING: $ MECHANICAL: $ TOTAL: $ For Parcel # Contacf Ea le Couni Assessors Office af 9i'0-328-8640 or visit www.ea le-count .com Pac�c�l,# � ��l � %Z/ �� - - Job Name: �� '� `� ,Ly� Job Address��l � ��, 7 ,� .P -� t��=+��j� Legal Description Lot: � Block: Filing: Subdivision: r' Ow er �Na I� , ° Address: �� --o�i,�w Phone9�� - � u..� Archi. ct/Designer:�j� A dress: Phone:,5-�c_�.� � 11✓�'� c0. ��'` lr�- � < .5�� Engineer: � �, � n�� Addressly� � sn�� , , ' �; � Phone: r.�� j,a Detailed descriptio of work: ��w �.,� � 1. l�� . , Work Class: New ( � Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) � Work Type: Interior () Exterior () Both � Does an EHU exist at this location: Yes () No () 1 Type of Bldg.: SingJe-family� Two-family () Multi-family () Commercial () Restaurant () Other () � No. of Existing Dwelling Units in this building: � No. of Accommodation Units in this building: ' No/Type af Fireplaces Existing: Gas Appliances () Gas Logs () Wood/Pellet () Wood Burning () No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes () No () Does a Fire Sprinkler System Exist: Yes () No () �*''`**'"�`* FOR OFFICE USE ONLY T pe of onstruction: Date Received: ''� ,� -- -� l Occupancy GrouP� ` Accepted By: I� I �� `' y j� '�{ iC�� ;,, JUL 2 5 2006 �'� ��:� f_J �'��N �� ? t' �.�/'�� i �.:.�. F:\cdev�FORMS\Permits\Bullding\building�ermit.DOC Page 1 of 16 �� 02%09J2005 � � Building Plan Review List: Permit # - G'Z� Single Family Dwelling DuplexlTownhome V-B construction Review date: � �Z� -C�. 2003 IRC plan revisions r uir�Y/N Reviewed by: -�-- IRC Approval date: Architectural: Digitize floor plans for building area totals. Correction Reauired Two-Familv Dwellin4 Units: Y/ One hour wall assembly for vertical separations to underside of roof sheeting (IRC R317.1) Y/ One hour floor/ceiling assembly for horizontal separations. Supporting construction shall also have equal fire resistive rating. (IRC R317.1.1) Y/ Check common walls or floors have minimum sound transmission class (STC) of 50. (IBC 1207) Townhomes: Y/ (Two) one hour wall assemblies, or (one) two hour wall assembly (plumbing/mechanical penetrations not permitted) (IRC R321.2) Y/ Check common walls have minimum sound transmission class (STC) of 50. (IBC 1207) Y/ Continuity of common wall shall be continuous from foundation to roof sheeting and extend full length of the wall. (IRC R317.2.1) Y/ Parapets shall be required unless alternate construction is provided per exceptions (IRC R317.2.2 and R317.2.3) Y/ Each townhouse shall be structurally independent (IRC R317.2.4) Y/ Check common wall detail is per actual structural wall/floor/roof conditions. Buildin4 plannin4: Y/ tQ� Check location on prope�ty for exterior wall, overhang and opening protection. One hour walls less than 3', overhangs, no openings <3' (IRC R302) Y/� Check dwelling unit is maximum 3 stories and maximum 40' height (IBC Table 503, 101.2) �/ N Check separation and opening protection specified between dwelling/garage or carport if not open on 2 or more sides (IRC R309) Y/.Pd�Check no openings from garage directly into sleeping rooms (IRC R309) Y/Ad� Check'/z' gypsum board specified on underside of enclosed usable space under stairs (IRC R311'.2.2) Y/ AI''- Check one hour fireplace flue shaft for other than appliance fireplaces. (TOV) Y/� Check minimum of one side hinged 3 ft. x 6ft.8in. exit door provided from dwelling to exterior. Exit path may not travel through the garage. (IRC R311) Y/� Check minimum room areas. One room 120 s.f., habitable rooms not less than 70 s.f. (IRCR304) Y/�Fd'� Check habitable rooms not less than 7' in any dimension (!RC R304) Y/�1�' Check minimum 7' ceiling height in habitable rooms, hallways, bathrooms, laundry rooms and basements (IRC R305) . Y/ A1`" � Check for glazing area (8% of floor area) and natural ventilation (4% of floor area) in habitable rooms (IRC R303). See exceptions for mechanical ventilation. Media rooms/rec rooms etc. may be artificial light if m�chanical ventilation system provided per IRC R303 Y/,P� Check ventilation in bathrooms (IRC R303.3) Y/�DY Check bedrooms and basement for emergency escape door or window and window well (IRC R310) Mark egress windows on the plans for the field inspector. Check safety glazing provided in hazardous locations, highlight windows on floor plans for field �nspector:(IRC R308) Y/.Pd' glass in side hinged doors, sliding doors, shower doors Y/.DY glass in shower, bath, hot tub, sauna etc. enclosures where window is <60" above floor Y/.DY glass within 24 of either door edge in closed position and <60" above floor. ,� Y/�L�- any glass panels >9 s.f. and <18" but >36" above floor � Y /.tQ glass in railings Y/ JV�glass within 5' of water's edge of pool or spa and <60" above floor Y/ Pd� glass at top or sides of stairways within 36° Y/ D� glass at bottom of stairways within 5' //�/ N Check rafter space or attic space ventilation specified and ridge/eave detail provided (IRC R806) �/ N Check underfloor ventilation specified, or plans show other approved method per exceptions (IRC R408) Y/,t� Check floor level and landings at doors. See exception for additional doors (IRC R311.4.3) Y/�Check guards provided where required and detail provided. (R312) Y/�d' Check stairway for tread/riser size and nosing profile, open risers, width, landing size, handrail/guard (IRC R311) Y/� Check fireplace chimney termination, 2' above roof within 10'. If decorative shroud is used on factory built fireplace, it must be listed for use with the specific fireplace. (IRC R1004) Y/,Pd� Check weather protection specified on exterior walls and any waterproof decks with Y/�nclosed space below. (IRC R703) Check dampproofing/waterproofing specified on basement foundation walls (IRC R406) Y/.Pd�Check roof covering/underlayment specified. (IRC Ch. 9) Y/� Check vapor retarder installed on warm side of insulation. (IRC R318) Y/�Check any foam plastic insulation specified to have thermal barrier installed where exposed to j interior of building or crawl space. (IRC R314) Y/�i�1 Check for pool, hot tub or spa on site plan. Check compliance with pool barrier provisions. Separate permit may be required if plans are not included. (IRC Appendix G) IRC Mechanical: Correction � �Re uir Y/.P4' Check required heating is provided (IRC R303.8) Check clothes dryer location: Y/.�Pd�Check vent length, and termination comply with (IMC 504, IRC M1501) �heck mechanical e4uipment location: Y/,Pd" Check mechanical equipment is not located in a sleeping rooms, bathroom/toilet rooms or storage closet unless allowed per exceptions. (IMC 303.3, IRC G2406) Y/pY Check any equipment in garage specified to be 6' above floor unless vehicle barrier is provided, then 18" above floor permitted. (IMC 304.3, IRC G2408.3, G2408.4, M1307.3) Y/,P� Check 30" deep working space provided in front of equipment (IMC 306, IRC M1305.1) Y/,DJ�Check door large enough to remove equipment (IMC 306, IRC M1305.1.2) Y/ p1�Check mechanical room large in comparison with size of equipment (IMC 303.5, IRC G2409.4.1) Y/.�d� Check floor drain provided in mechanical room (IMC 1004.6 ) ��Y-Check mechanical equipment vent shaft and vent termination shown. (IFGC 503.6) /� Note combustion air required per IMC Ch. 7 Y/ fd 1 Check mechanical room is provided with 1 hour construction on mechanical room side and 20 ' minute door if equipment is over 400,000 Btu (TOV) Y/�Check if any mechanical equipment in crawl spaces is separated with 1 hour construction and 20 minute door. (TOV) Y/�Check fireplaces: Check total number of fireplaces are per Town Code 5-3-3. (1 EPA wood burner with max. 2 /appliances, or 2 gas log set and 2 appliances.) Y/�4 Check fireplaces are specified to have gas log set if they are not an EPA unit. Y/ Dd� Check fireplaces in bedrooms are appliance units. (IMC 303 and IRC M1701.4) , 0 ❑ IPC Plumbing: Correction Re uire Y/ Check minimum sanitation facilities provided: bathroom, kitchen, water, sewage disposal. (IRC R306) Y/ Pd�� Check sewer manhole elevation. Check if building sewer backwater valve, or valve and sump pump are required. (IPC 712 and 715) Y/� Check if garage floor drains are shown. Floor drains may not be connected to sewer Y/�nless interceptor is provided. (IPC 1003) Daylight to drain is permitted. Check any floor drains other than mechanical room noted to be provided with automatic trap primer valves where necessary. Laundry floor drains etc. (IPC 1002.4) �heck bathrooms: Y/ P4 Check for minimum clearances at water closet, 30" wide, 21" clear in front (IPC 405.3.1, IRC 307) Y/ I�,�heck for minimum clearances at tub/shower, 24" clear in front (IRC R307) Y/ Ad'�Check shower compartment meets minimum size, 900 sq. in. , 30 circle (IPC 417.4) �� ,� Y/ AI�Check for minimum clearances at lavatories, 21" clear in front (IRC R307) IRC Structural: Correction Re uir Y/ Check structural sheets of plans and details wet stamped and signed by Colorado State Licensed Engineer or Architect (IRC R301.1.3) Check the followin lans are included: Y/ structural design loads and material specifications sheet Y/ DJ� oundation plans and details Y/�dedicated floor framing plans for each floor level Y/,P4�� edicated roof/ceiling framing plans or truss layout Y / t� framing details _�' N soil's repo�t for correct lot . Check desian criteria used in structural desian: Y/{4'� roof and deck live load per TOV snow loads: roofs >4:12 (80 psfl decks and roofs <4:12 (100psf) (�/ N floor design for 40/30 psf live load and min. dead load if concrete topping or stone Y/Ad�wind design for minimum 90mph (3 second gust), exposure referenced Y/�seismic design for zone C � AI .,,,foundation designed per soits report bearing capacity. Y/.P4� Check specifications called out for lumber grades/species, beams (LVL, Glulam etc.), log grades, concrete, foundation reinforcing, steel framing Footinq/foundation, slab and floors: �� ,,�� Ry � fj�<< Y/� Check retaining wall design provided where greater than 4' in heigh� v,sU2.�.c-S �-�- 4�/ N Check footing /foundation sized in accordance with soils report Y/�Check footing, foundation stepped if site grade slopes greater than 10%. Top of �all/bottom of footing elevations shown. Y/ Jt�d' Check foundation sections/details are provided for each type of footing/foundation and referenced on the foundation plan, dimensions clearly shown Y/?d� Check foundation sill plate pressure treated or redwood, bolt spacing specified. Check joist/foundation wall connection details. Y/ I�� heck minimum frost depth specified for bottom of footing Y/�Ia Check minimum slab thickness is specified and expansion joints are shown between thickened slab at bearing walls and post footings per soils report if expansive soil Y/Ad� Check proper bearing is provided at all bearing walls/columns. Trace loads from all levels above �/ to the foundation. Y/ P� Check floor joist and beam spans, minimum bearing for beams or joists ends Y/ AY -Check deck joist and beam spans, joist material suitable for exterior Y/ Ddr Check joist hangers and beam hangers are specified, beam to beam connections specified u � Y/ 1� Check through bolting connections specified for side loaded (4) member LVL beams Y� Check minimum underfloor joisUgirder clearances / P4� Check floor sheathing type thickness and attachment �—,�.� N Check all wood framing minimum 6" above grade Y/� Check wood framing not supporting dead load of masonry/concrete over 4" thick. See exceptions for veneer. � Y/ b1r Check support details are provided for stone or masonry veneer and height does not exceed 30', or 38' at gable ends (R703.7) r �Yj/ N Check if masonry fireplace or prefab masonry type fireplace. Non-combustible support and i� ��' construction details provided. Walls: . Y/� Check stud size and spacing and height specified and complies with specifications for bearing Y/�tud heights indicated on the plans. Check header specified over openings in stud wall Y/,Dl'` Check columns clearly specified at concentrated loads. Columns clearly shown where transferring from upper level Y/�Y Check stud wall lateral bracing specified on plans. Roof: Y/.Pl� �Check rafter, hip, valtey, beam spans Y/ f>I�" Check ridge designed as beam or rafters ties provided at ceiling level Y/ N"" Check rafter hangers are shown, beam to beam connections specified, welding or bolting connections for bent beams specified Y/AI�Check through bolting connections specified for side loaded (4) member LVL beams �/ N Check construction details provided for site built trusses (log or timber) Y/ AY Check truss layout plan if manufactured trusses, note truss shop drawings to be submitted at /#rame inspection ° Y/i4� heck overframing at infitl areas size/spacing specified Y/,Pd' Check roof sheathing type, thickness and attachment specified � � ❑ boyle engineering, inc. Dcrossroads shopping center O 143 e. meadow drive suite 390 vail, colorado 81657 970/476-2170 fax 970/476-4383 August 31, 2006 John Plano for Chris Gunion Town of Vail Building Department 75 South Frontage Road West Vail, Colorado 81657 Subject: Permit #606-0205 621 Forest Place Residence Vail, Colorado � Dear John: This is in response to your Plan Review Comments dated August 21, 2006 regarding the above noted application. I am addressing only the Structural Comments in numerical order. 12. This revision has been made on Sheet S3. Section P/S6 also applies to this revision. 13. A copy of the soils report is included with this resubmittal. 14. The 2000 psf bearing capacity used in design is now included in the General Notes on S5. 15. Sheet S4 has been revised to show that the trusses over the Living Room and Family/Breakfast Room are cosmetic. Steel ridge beams now span the full length of these rooms and are supported at both ends by steel bents. 16. Detail W/S6 shows this deck ledger situation. Additional inforrnation on the ledger and joist hangers has been added to Sheet S3. Please feel free to give me a call if you have any questions or comments on these items. . � FaQ� �EGisl� Sincerelyyours : ��..•�,�cNqF.�F��,, c.. � �:�� m:o • o; I �sl ��a <. 13V T LC CI G`�rr7 �r'lv+Jbiw Timothy Boyle,`"� ',.,, �� J •' �J rr� {1'1. President • � TMB/dn • • Page 2 Structural comments: � August 31, 2006 12. Four sets of new stamped structural drawings are submitted to clarify building details. 13. Items 12 through 16 are noted on the new strudural drawing issue and described in the oover letter from Tim Boyle Thank you for your attention in expedifing the building permit for Lot 2 Forest Place. Please let me know if additional information is needed. Larry A. Deckard A.I.A Hrchitect 2 �arthstone woo� �ire ovens: Pre-assembled wood burning brick pizza ovens Page 1 of 2 � � Pre Assembled Ovens - Wood Fire 60-PA Model 60-PA - Model 90-PA - Model 110-PA Exterior: 33"W x 32"D Height: 61" Electrical Requirement: None Pizza Capacity: 8" pivas: 2 12" pivas: 1 14" pizzas: 1 Click here for PDF file download Click here for installation guidelines Note: Adobe Acrobat required to view the above documents. /�� «< Back to Pre-Assembled Ovens s C�� US C�US USTEQ ��.�� a� �� LA Research Report No. : RR-7813 New York MEA No.: 207-98E The Model 60-PA wood �red oven has a 23" interior cooking diameter and a 15" wide by 7" high oven entrance. The body parts are a cast 3 inch thick dense, high temperature refractory material with an 80% alumina content and additional special additives which stop deterioration from acids emitted by wood combustion. The Model 60-PA is U.L. listed for installation with a 1-inch side clearance to combustible materials. Total weight 1700 Ib. The steel support frame and enclosure are constructed of heavy gauge welded tube steel and angle iron members. All precisely fabricated and attractively designed. The void area between the cast oven body and steel circular enclosure is entirely filled with a hardened lightweight insulation mixture, which forms a secondary molded body. The combination of our thick cast ' refractory body and an outer insulation shell maximizes the thermal mass or heat storage capacity of the oven which allows for an extremely efficient oven that cooks at even non fluctuating temperatures. The temperature probe is placed 2�/z" into the dome or top of the oven in lieu of on the floor in order to avoid temperature readout fluctuations caused by food items placed on the floor. The hearth floor tiles, "Pierre de Boulanger (Bakers Tiles), which are used in industrial bread baking ovens all across Europe, are refractory material pressed at 8,500 p.s.i. and kiln fired at 2,800 degrees which ceramitizes the material to create a hard and extremely durable tile. Both the body pieces and floor tiles are cast and assembled individually which allows for continuous joints throughout the entire oven. This greatly reduces the possibility of stress cracks due to normal heat expansion and contraction. In addition this allows the ovens to be serviceable which extends their usable life. Ovens come standard with: httn://www.earthstoneovens.com/60pa.html 8/30/2006 EARTHSTONE OVENS PRE-A�'SEMBLED INSTALLATION INSTRUCTIO CLEARANCE INFORMATION FOR FACADES 31 1 inch minimum clearance to — combustibles 1 inch minimum clearance to combustibles Facade Flue Collar Models 90 and 110 - 6 inch diameter Models 130 and 160 - 8 inch diameter Air gap must be sealed with a non combustible strip. e.g. Aluminum or s/s Any adjacent combustible floor which projects in ftont of the oven opening must be a minimum of 30 inches away from each side of the door opening and 36 inches from the front of the door opening. On/off switch for gas burner Temperature gauge Do not block the notch exhaust port or the underside of the primary hood. Granite mantle Burner control box, for PAGW models only. Adequate clearance must be provided for air openings into the combustion chamber for servicinp and rp oper operation. Minimum 24" x 24" located on the bottom half of the oven. Installing a sealed enclosure around the oven shell may also cause improper operation by starving the burner system of combustion air. Also the use of return air or other venting systems located within sealed enclosures which surround the oven may cause negative pressure. �If this area is to be covered with a facade it must be of a non-combustable material. Temperature gauge and On/off switch can be extended to attach overfacade. 1233 North Highland Ave Los Angeles CA 90038 Tel: 800-840-4915 323-962-5878 Fax: 323-962-6408 e-mail earthstone@earthlink.net Internet: earthstoneovens.com ( � EAf�TWS'��1NE OVENSINSTAL N INSTRUCTIONS U.L. LISTED VENTING APPLICATION This cooking equipment is to be connected to a U.L. Listed Building Heating Appliance Chimney which is also Listed as a Grease Duct for Restaurant Cooking Appliances. The Chimney is to be installed per the chimney manufacture's grease duct installation instructions. Refer to the oven installation instructionsforadditional chimneytermination requirements. IT IS NEVER APPROPRIATE TO USE "CLASS A" OR "B VENT" IN ANY PART OF THE EXHAUST SYSTEM. EXHAUST SYSTEMS SERVING SOLID-FUEL EQUIPMENT MAY NOT BE COMBINED WITH EXHAUST SYSTEMS SERVIPIG OTHER (NON-SOLID FUEL� COOKING EQUIPMENT Chases must be constructed out of non-combustable materials. VENTING DETAIL SELKIRK METALBESTOS IPS-C 1 OR METAL-FAB IPIG 1 DUCT (6"ID - 8"OD) Model 90 and : Model 60 - 12" ADAPTER PL MODEL 60 - 25" MODEL 90 - 22" — MODEL 110 - 23 1 iAPTER �� ❑ boyle engineering, inc. Dcrossroads shopping center Q 143 e. meadow drive suite 390 vail, colorado 81657 970/476-4170 fax 970/476-4383 August 31, 2006 John Plano for Chris Gunion Town of Vail Building Department 75 South Frontage Road West Vail, Colorado 81657 Subject: Permit #606-0205 621 Forest Place Residence Vail, Colorado • Dear John: This is in response to your Plan Review Comments dated August 21, 2006 regarding the above noted application. I am addressing only the Structural Comments in numerical order. 12. This revision has been made on Sheet S3. Section P/S6 also applies to this revision. 13. A copy of the soils report is included with this resubmittal. 14. The 2000 psf bearing capacity used in design is now included in the General Notes on S5. 15. Sheet S4 has been revised to show that the trusses over the Living Room and Family/Breakfast Room are cosmetic. Steel ridge beams now span the full length of these rooms and are suppo�ted at both ends by steel bents. 16. Detail W/S6 shows this deck ledger situation. Additional information on the ledger and joist hangers has been added to Sheet S3. Please feel free to give me a call if you have any questions or comments on these items. a04 RE6ls. Sincerely yours � � �Q � �i,' �� q • ;F� G . : � tiCH F� � �„ �' :i.'r d: � • O• I !zl �i�aR <: Timothy Boyle, .�J i � A L t President TMB/dn r , • � 1 . � �: � '�:�� .�r.�� : ;Y.1 Phorie (97C))569�3102 F� (�56�9-3103 September 1, 2006 To: John Plano and Chris Gunion I.C.C. Plans Examiner Town of Vail Building Safety and Inspection Servioes (970) 479-2369 Dear John and Chris: C This letter is to folbw up on the building permit for Lot 2 Fore.st Plave. This is permit number B06-0205. The follawing list responds to each item listed in your plan review comments dated 8l21/2006.The plan revisions are douded and dated September 1, 2006. Architectural commerKs: 1. Four sets of r�evi.sed drawings ar�e submitted with this letter. Revisions to the original drawing set are clouded and dated on this new issue set A REScheck report is included with these drawing sets. The roof R values on the REScheck are at 38. The actuat R value with the supe� insulated roof is about 50. 2. The pizza oven specs are induded with this let�er. We are using the model 60 preassembled unit manuhactu►+ed by Earthstone Ovens. The venting and flue specs are also induded with this letter. 3. The masonry fire box openings are shown in elevation on sheet A7. The Dining room side is to have fixed glass and the Living room side witl have operable iron and glass doors. The flue will transition to a triple lined metal flue at 7'-0" above the fireplaoe. The damper is fixed open for the cusfiom gas log set at this fi�eplace. The h�rth is 24" deep at the open side of the fir�eplaoe. 4. One hour fire separation is called out on sheet A1 for the Garage and Residence. 5. The roof system is a super insulated roof with full vapor barrier at inside face of frame. This assemby inGudes R38 batt insulation and R10 rigid insulation. 6. All crawl spaces are pawer venfied and have full type x gyp board ceilings and ar�e sprinkled. Air handlers are to be placed in crawl spaoes as required. 7. Crawl access is called out on sheet A2 at Bedroom 6. 8. Weep holes are called out on sheet A11 wall section details. 9. Column assembly detail 5A/A10 is revised for wood column to be 8° above finish grade. 10. Wood framing is to be 6" above grade as shown on wall sec6ons sheet A11. 11. Wall sections call out pnessure treated plates at top of all foundation walls with framing above.. �� o • Page 2 Structurai comments: �J August 31, 2006 12. Four sets of new stamped structural drawings are submitted to clarify building details. 13. Items 12 through 16 ane noted on the new struc�ural drawing issue and described in the cover let�r from Tim Boyle Thank you for your attention in expediting the building permit for Lot 2 Forest Place. Please let me know if addifional information is needed. Larry A Deckard A.LA. Architect 2 � � Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Lot 2 Forest Place Report Date: 08/30/06 Data filename: C:\DOCUME-1�LARRYD--IWIYDOCU-1\FOREST-1\Lot2�LOT2RE-1.RCK Energy Code: 2000 IECC L�tia,: Vail, Colorado Construction Type: Singte Family Glazing Area Percentage: 25% Heating Degree Days: 9248 Construction Site: 621 Forest Place Vait, CO 81657 Pertnft # 606-0205 Pertnit Date: 8/21/2006 Owner/Agent: Tim Olson Gtendore Devefopment P.O. Box 438 Edwards, CO 81632 970 390-7303 olson(a3vail.net DesignedContractw: Tim Oison Olson and Sons ConsVuction P.O. Box 438 Edwards, CO 81632 970 390-7303 olsonGvail.net Comp�iance: Passes Max�mum UA 2635 1'cur Home UA: 2531 --> 3.9% Better Than Code (UA) _ . Ceiling 1: Cathedral Ceiling (no attic): Wall 1: Wood Frame, 16" o.c.: Windrnv 1: Wood Frame:Double Pane with Low-E: Door 1: Solid: Door 2: Glass: Door 3: Glass: Wall 2: Wood Frame, 16" o.c.: Basement Wail 1: Solid Concxete or Masonry: Basement Wa112: Solid Concrete or Masonry: Floor 1: Slab-On-Grade:Heated: , Insulation Depth: 6.0' Crawl 1: Solid Concxete or Masonry: Fumace 1: Forced Hot Air. 78 AFUE Boiler 1: Other (Except Gas-Fired Steam): 80 AFUE Air CondiUoner 1: Elec�ric Central Air: 13 SEER 30p0 38.0 2000 19.0 500 32 150 144 1200 19.0 1000 10.0 1000 0.0 3000 500 10.0 12.0 � 0.0 70 0.200 100 0.060 2 0.200 30 0.200 29 0.0 �2 10.0 � 10.0 � 10.0 2052 10.0 20 Compliance Statement The proposed buiiding design descxibed here is oonsistent with the building plans, specificatio�s, and other plculations submitted with the permit application. The proposed building has been designed to meet the 2000 tECC requirements in REScheck Version 3.7.3 and to comply wilh fhe mandatory requ�reme^1s listed in tl�e REScheck Inspection Checldist. Builder/Designer Company Name Date Lot 2 Forest Place ��~ � Page 1 of 4 Earthstone wood �ire ovens: Pre-assembled wood burning brick pizza ovens Page 1 of 2 �' • � Pre Assembled Ovens - Wood Fire 60-PA Modei 60-PA - Model 90-PA - Model 110-PA Exterior: 33"W x 32"D Height: 61" Electrical Requirement: None Pizza Capacity: 8" pizzas: 2 12" pizzas: 1 14" pizzas: 1 Click here for PDF file download Click_here for installation_guidelines Note: Adobe Acrobat required to view the above documents. r,�� «< Back to Pre-Assembled Ovens Od3 CQ11f t1�1� •1'rl e� ii-r,rMY.P rw=..r�i :w.,u.�ia LA Research Report No. : RR-7813 New York MEA No.: 207-98E The Model 60-PA wood fired oven has a 23" interior cooking diameter and a 15" wide by 7" high oven entrance. The body parts are a cast 3 inch thick dense, high temperature refractory material with an 80% alumina content and additional special additives which stop deterioration from acids emitted by wood combustion. The Model 60-PA is U.L. listed for installation with a 1-inch side clearance to combustible materials. Total weight 1700 Ib. The steel support frame and enclosure are constructed of heavy gauge welded tube steel and angle iron members. All precisely fabricated and attractively designed. The void area between the cast oven body and steel circular enclosure is entirely filled with a hardened lightweight insulation mixture, which forms a secondary molded body. The combination of our thick cast refractory body and an outer insulation shell maximizes the thermal mass or heat storage capacity of the oven which allows for an extremely efficient oven that cooks at even non fluctuating temperatures. The temperature probe is placed 2�/z" into the dome or top of the oven in lieu of on the floor in order to avoid temperature readout fluctuations caused by food items placed on the floor. The hearth floor tiles, "Pierre de Boulanger" (Bakers Tiles), which are used in industrial bread baking ovens all across Europe, are refractory material pressed at 8,500 p.s.i. and kiln fired at 2,800 degrees which ceramitizes the material to create a hard and extremely durable tile. Both the body pieces and floor tiles are cast and assembled individually which allows for continuous joints throughout the entire oven. This greatly reduces the possibility of stress cracks due to normal heat expansion and contraction. In addition this allows the ovens to be serviceable which extends their usable life. Ovens come standard with: http://www.earthstoneovens.com/60pa.htrnl 8/30/2006 Earthstone wood fire ovens: Pre-assembled wood burning brick pizza ovens Page 2 of 2 ., �•� � � . Factory finished gray paint . Mechanical Thermometer . Cast Aluminum door . Granite shelf • S/S Flue adapter • Metal pizza peel • 5 year limited warranty *Custom options and finishes available Model 60-PA - Model_90-PA - Model 110_P_A «< Back to Pre-Ass_ embled Ovens hltn•/%xnxnv ParthctnnPn��Pnc rnm/(+(1*�a }+tml un�i�nn� EARTHSTONE OVENS PRE- SEMBLED INSTALLATION INSTRU CLEARANCE INFORMATION FOR FACADES 3� 1 inch minimi clearance to combustibles inch minimum clearance to combustibles Facade Flue Collar Models 90 and 110 - 6 inch diameter Models 130 and 160 - 8 inch diameter Air gap must be sealed with a non combustible strip. e.g. Aluminum or s/s Any adjacent combustible floor which projects in front of the oven opening must be a minimum of 30 inches away from each side of the door opening and 36 inches from the front of the door opening. "�'off switch for gas burner iperature gauge not block the notch exhaust port or the lerside of the primary hood. �nite mantle �ner control box, for PAGW models only. Adequate arance must be provided for air openings into the rbustion chamber for servicinq and r.p oper eration. Minimum 24" x 24" located on the bottom half he oven. Installing a sealed enclosure around the oven ;II may also cause improper operation by starving the mer system of combustion air. Also the use of retum air �ther venting systems located within sealed enclosures ich surround the oven may cause negative pressure. �If this area is to be covered with a facade it must be of a non-combustable material. Temperature gauge and On/off switch can be extended to attach overfacade. 1233 North Highland Ave Los Angeles CA 90038 Tel: 800-840-4915 323-962-5878 Fax: 323-962-6408 e-mail earthstone@earthlink.net Internet: earthstoneovens.com Earthstone wood fire ovens: Residential wood burning brick oven venting . � � For residential installations the oven is connected to a U.L. Grease Duct / Building Heating Appliance Chimney. (e.g. Metal Fab Model IPIC or Selkirk Metalbestos Model IPS) The Chimney is to be installed per the chimney manufacture's grease duct installation instructions. Refer to the oven installation instructions for additional chimney termination requirements. , Yiew � S�ec�allons :. , �Me�ta�t Fab �C 1ns�lation`Ires�uc#fans ' 1Me�tai Fab De��' t�al = Note: Adobe Acrobat required to ,+�� view the above document(s). � "Class A and B-Vents" are not acceptable in any part of the exhaust system. Exhaust systems serving solid-fuel equipment may not be combined with exhaust systems serving other (non-solid fuel) cooking equipment. httn://www.earthstoneovens.com/ventin�.html Page 1 of 1 8/30/2006 OVENSINSTAL ION INSTRUCTIONS U.L. LISTED VENTING APPLICATION This cooking equipment is to be connected to a U.L. Listed Buiiding Heating Appiiance Chimney which is also Listed as a Grease Duct for Restaurant Cooking Appliances. The Chimney is to be installed per the chimney manufacture's grease duct installation instructions. Refer to the oven installation instructions for additional chimney termination requirements. IT IS NEVER APPROPRIATE TO USE "CLASS A" OR "B VENT" IN ANY PART OF THE EXHAUST SYSTEM EXHAUST SYSTEMS SERVING SOLID-FUEL EQUIPMENT MAY NOT BE COMBINED WITH EXHAUST SYSTEMS SERVING OTHER (NON�OLID FUELI COOKING EQUIPMENT Chases must be constructed out of non-combustabte materials. VENTING DETAIL SELKIRK METALBESTOS IPS-C 1 OR METAL-FAB IPIC-1 DUCT (6"ID - 8"OD) Mode190 and : Model 60 - 12" ADAPTER PL MODEL 60 - 25" MODEL 90 - 22" - MODEL 110 - 23 l >APTER RESIDENTIAL DIRECT VENTING FOR ORDERING PARTS MENTIONED ON THIS PAGE CONTACT EARTHSTONE 800-840-4915 ORYOUR SUPPLIER. MODELS 60 & 90 � 110 USE 6 INCH INSIDE DIAMETER GREASE DUCT/BUILDING HEATING APPLIANCE CHIMNEY �� , CHIMNEY ROUND TOP (P-CT) STORM COLLAR (SC-C1) EXISTING ROOF IF A CEILING OR WALL DOES NOT HAVE A FIRE RESISTANCE RATING AND IS PENETRATED BY A MODEL PS GREASE DUCT INSTALLED AT THE CORRECT MINIMUM CLEARANCE FOR UNENCLOSED DUCT, THEN AN ENCLOSURE MAY NOT BE REQUIRED AROUND THE DUCT SFUIFT. CHASES MUST BE CONSTRUCTED OF NONCOMBUSTIBLE MATERWLS. REFER TO LOCAL JURISDICTION AUTHORITIES. • EXISTING CEILING 3' MIN CLEARANCE TO COMBUSTiBLES REQUIRED FOR SELI4RK METALBESTOS MODEL iPS C1 FLASHING ` } _ a CHIMNEYS FOR RESIDENTIAL-TYPE LOW-HEAT APPLIANCES SHOULD EXTEND AT LEAST 3-FT ABOVE THE HIGHEST POINT WHERE THEY PASS THROUGH THE ROOF OF A BUILDING AND AT \ LEAST 2 FT. HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10 FT. OF THE CHIMNEY. FIGURE 18 ROOF BRACE KIT (RBK) IF REQUIRED pnw OV SELI4RK METALBESTOS IPS-C1 OR METAL FAB MODEL IPIG1 UL LISTED GREASE DUCTBUILDING HEATING APPLIANCE CHIMNEY 3' MIN. CLEARANCE TEMP.GAUGE FLUE TO PRIMARY HOOD VIAADAPTER SLEEVE FOR SELKIRK MODEL IPS-C1 (SUPPLIED) GREASE DUCT HEATINGAPPLIANCE CHIMNEY ATTACHED TO PRIMARY HOOD THIS DIAGRAM GENERALLY DEPICTS THE INSTALLATION REQUIRED TO MAINTAIN THE U.L. LISTING OF THE OVEN FOR THIS TYPE OF VENTING APPLICATION. FOR SPECIFIC INSTALLATION REQUIREMENTS REFER TO SELKIRK METALBESTOS MODEL IPS GREASE DUCT INSTALLATION 8. MODEL PS AND IPS GREASE DUCTCOMPLIES WITH NFPA, SBCCI, ICBOAND BOCA WHEN PROPERLY INSTALLED PER ITS INSTALLATION INSTRUCTIONS. CONTACT LOCALAUTHORITY HAVING JURISDICTION REGARDING FIRE RATED DUCT SHAFT. NOTE: OTHER U.L. LISTED SYSTEMS MAY BE SUBSTITUTED FORTHE METALBESTOS SYSTEM DEPICTED IN THIS DIAGRAM. TO MAINTAIN THE U.L. LISTING OF THE OVEN THE SYSTEM MUST BEA U.L. LISTED ACCORDANCE W TH THE MANUFACTURER S GREASE DUCT INS ALLAT ON ST UCTIONS ALLED IN • � ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060001566 Amount: $12,208.8509/28/200603:52 PM Payment Method: Check Init: LC Notation: #1004/GLENDORE DEVELOPMENT ----------------------------------------------------------------------------- Permit No: B06-0205 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-072-1500-2 Site Address: 621 FOREST PL VAIL • Location: LOT 2-621 FOREST PLACE Total Fees: $19,062.16 This Payment: $12,208.85 Total ALL Pmts: $19,062.16 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 10,543.55 RF 11100003112700 RECREATION FEES 1,662.30 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 -------------------------------------------------------------------------=--- � ., o � GEOTECHNICAL INVESTIGATION _ FOR TENNIS COURT RESIDENTIAL LOTS, VAIL MOUNTAIN VAIL, COLORADO Submitled to: Vail Resorts Development Company l37 Benchmark Road: P.:D. Box 9S9 Avon, Co,'loraclo �$1,6�0 4�SSt : Submitted by: Golder Associates Inc. 44 Union Boulevard, Suite 300 Lakewood, Colorado 80228 5 , -- � 5�, , ;` - � � GOlder _ t �= - As es Distribution: _ 6 Copies - Vail Resorts Development Company (5 bound, l unbound) 1 Copy - Golder Associates Ina ` December 18, 2003 033-2123 � _^ 1 � � � � � � � � � December 2003 -1- 033-2123 1.0 INTRODUCTION This report presents the results of a geotechnical investigation and engineering geology study for the residential lots proposed for the existing tennis courts near Lionshead of Vail Mountain, for Vail Resorts Development Company (VRDC). VRDC's current concept is for four residential lots to be sited where tennis courts e�ust presently. Prior to residential construction the site is to be returned to a grade similaz to what existed before the tennis courts were constructed. The purpose of the study is to provide preliminary recommendations regarding engineering geology and potential geologic hazard conditions of the property along with recommendations for site work, foundation types, and drainage. CW3�2123\0400�0401\0332123.0401.09363.DOC Golder Associates i � � � - December 2003 2.0 PROJECT BACKGROUND -_� 2.1 Background -2- 033-2123 � The site is located south of the town of Vail, adjacent to Forest Road in Eagle County, Colorado. The site is presently occupied by tennis courts, south of Gore Creek at Lionshead. Detailed grading plans identifying the thickness of fill below the tennis courts are not available, nor are qua.lity assurance records regarding the fill placement. 2.2 Scope of Work "' The scope of work for the study included preliminary field reconnaissance, a subsurface drilling ' investigation with installation of piezometers, laboratory testing, and a preliminary report of �� geotechnical conditions including a working stability model of the slope. The purpose of the report is to provide an evaluation of geologic and geotechnical conditions for planning of the site and -- foundation design information. 2.3 Information from Previous Studies Previous studies have been completed by Koechlein Consulting for the tennis court lots ! (Koechlein 2002). This previous report explored the fill thickness and foundation soils to total depths up to 30 feet at the tennis court area. This report estimated up to 14 feet of fill existed on the � development site and recommended that all the fill should be removed for future development. � �� i i � � December 2003 -3 - 3.0 SUBSURFACE GEOTEC�INICAL INVESTIGATION �-� 3.1 Subsurface Drilling Program 033-2123 The drilling program was conducted during the weeks of October 13 and October 20, 2003 by Golder Associates Inc. (Golder) and the drilling subcontractor, Spectrum Exploration Incorporated. The � drilling program consisted of drilling a total of four boreholes at the locations shown on Figure 1, and installing two piezometers. The results of the drilling program and laboratory tests were used to determine the physical characteristics of the subsurface materials at the site. The boreholes were drilled using ODEX drilling in the overburden soils to depths ranging between 11.5 and 30 feet, followed by 2.5-in. ID HQ core drilling into bedrock. Standard penetration test (SPT) samples were collected/attempted in the overburden, but the rocky subsurface conditions limited effective testing and recovery. Contractors reviewing this report in regard to excavation difficulty should understand that the ODEX drilling method readily penetrates materials that would �' normally cause refusal to an auger rig. Furthermore, this method may affect the SPT blowcounts. _,, In general, the boreholes encountered gravelly colluvial soils over sandstone, siltstone, and shale of the Minturn Formation. Based on the boreholes drilled, the depth to bedrock appears to be about _ 10 to 15 feet, although the distinction between overburden soils and weathered bedrock was difficult to identify. Loose fill was interpreted in boring TC1 to a depth of about 6 feet. Objectionable materials were not encountered in the fll sampled in this boring. Fill was not encountered in the other borings performed for this investigation. Previous work on the site (Koechlein 2002) detected up to as much 14 feet of fill near the northern edge of the tennis courts. Overburden soils characterized as loose to very dense silty or clayey sand and silty gravel, with �- cobble or boulder sized rock fragments were encountered in all borings. These soils may be either � residual soil, weathered in place from bedrock, or colluvium. The upper portions of the overburden soils appear to have a greater amount of clay and silt. The boring standard penetration test (SPT) blowcounts were variable in the upper 5 feet across the site, with values ranging from 6 to greater than 30. This indicates variable densities of material, and no clear pattern of the less dense material was apparent. 1:\03�2123\0400\0401\0332123.0401.09363.DOC Golder Associates � 1 � � � December 2003 -4- 033-2123 � The bedrock encountered below the colluvium in the boreholes was slightly to highly weathered, extremely weak to strong, tan to gray sandstone with some shale and limestone. Groundwater was -� not encountered in any of the boreholes drilled on the site. The borehole logs are presented in Appendix A. 3.2 Laboratory Testing Samples obtained from the field program were collected, tested, and analyzed for index properties (Atterberg limits and grain size distribution), and shear strength at Golder's Iaboratory in Denver, � Colorado in accordance with applicable ASTM standards. Selected samples were classified according to ASTM D2487 based on the Unifed Soil Classification System (USCS). The results of the laboratory testing are presented in Appendix B. Index testing was performed on Y' samples of the colluvium overlying the bedrock. The in-situ moisture content ranged from 3.8% to 18.2% with an average value of 7.9%. The liquid limit tested for one sample was 44 and the -°- plasticity index was 16. �, Results from direct shear tests performed on samples of the colluvial silty gravel - silty sand material from another near by Vail location (not this project) indicated a shear strength angle of 38 degrees with low cohesion. These materials are similar in character and are derived from the same bedrock type as the soils in the tennis courts area. � rJ5 1 � � � December 2003 4.0 ENGINEERING GEOLOGY �5 � 033-2123 ----- This section of the report describes observed engineering geologic conditions at the site that are � � pertinent to site planning and development. 4.1 Geologic Environment In conjunction with the field reconnaissance, we reviewed available published information for the area, including the U.S. Geological Survey's 2002 Geologic Map of the Vail West Quadrangle, Eagle County, Colorado (Scott, Lidke, Grunwald 2002). T^ Most of the area is covered with colluvium overburden soils overlying Minturn Formation sandstone bedrock that dips approximately north-northwest, in a similar direction and grade as the ground slope. `� Bedrock lies at depths on the order of 11.5 to 30 feet. The USGS map does not show the specific geology at the project location, but describes this area as "disturbed by human activity". The USGS -�- map also shows a Quaternary alluvial fan deposit in the vicinity and east of the proposed site. _, 4Z Site Reconnaissance Observations A field reconnaissance of the property was made on October 14, 2003. The following section presents the results of field reconnaissance. In a few locations, specific conditions were noted during the reconnaissance that could afFect the proposed residential lots. These are summarized as follows: North of the tennis courts, a large bedrock outcrop sits along the south bank of Gore Creek. This feature appears to be associated with the topographic knob between the creek and the tennis courts and suggests that shallow bedrock is supporting the knob. This suggests some degree of natural -" erosion protection from the creek as well as benefits to local slope stability. To the east and west of this topographic knob, the slopes down to the creek appear hummocky and irregular, suggesting some -� - instability historically, possibly related to riverbank erosion. No surface features were observed that suggest active large scale instability. No evidence of instability or distress were observed at the tennis courts or the adjacent slopes. The _, area mapped by USGS as an alluvial fan deposit does not appear to be active. The slopes above the area mapped as alluvial fan are developed as part of the Vail ski area or are developed as residential � ' � � � December 2003 -6- 033-2123 -- lots. The slopes appear to be well vegetated, including mature trees. No landslides were mapped by USGS in this immediate vicinity. A sizable slide area is located uphill and west of the tennis court -- site, but is not expected to impact development at this site. � I:\03�2123\0400W40IW332123.0401.09163.DOC Golder Associates , . � • � December 2003 -7- ""- 5.0 PRELIMINARY GEOTECHlYICAL ASSESSMENT 5.1 General 033-2123 -_- Evidence of geologic hazards, slope instability or other condition that would preclude development of the site, other than as addressed in this report, was not found by this investigation. We understand __, that development plans call for placing additional sloping fill on the current flat surface of the tennis courts. We have been provided with grading plans prepared by Alpine Engineering dated November 24, 2003 depicting the proposed grading changes. Additional comments on existing iill are provided below. Final design of improvements should consider the possibility of stream bank erosion. Based on the grading plans provided, we do not believe that bank erosion poses a significant threat to use of this property, but this issue should be addressed in fmal design, and further analyses of bank erosion and its related impact in slope stability should be checked for development of lots 3 and 4, depending on �^ the proposed location of structures. � 5.2 Earthwork and Grading On-site soils are suitable for use as general fill, although select granular fills may be needed for some construction. We are available to assist your civil engineer with earthwork specification development. The lazge cobbles and boulders in the on site soils may result in difficult excavation, and may require some processing to remove the larger material such that the soil can be placed and worked in lifts. Cuts into native materials may encounter bedrock or weathered bedrock that is also difficult to excavate. °- Contractors bidding on this work should understand that the borings were drilled using an ODEX riD, which readily penetrates boulders, weathered bedrock, or other rocky ground conditions that would --- cause refusal to an auger rig. SPT blowcounts may also be influenced. Difficult excavation may be encountered at any location or depth on this site. � . . � � December 2003 -8- 033-2123 Preliminary recommendations are 2H:1 V or flatter for cut slopes and for fill slopes. Surface water should be drained away from all structures and steep slopes. Previous studies suggest the fill on the site is primarily on the north west corner of the tennis court area. Borings indicate the bedrock surface varies from 11.5 to 16 feet below grade. Fill on the west side may be as much as 14 feet thick. The SPT blowcounts indicate the upper 5 feet of material across the site has inconsistent densities, ranging from loose to dense. In order to implement the proposes grading changes, we recommend that the top 5 feet of existing fill be stripped from across the site and the underlying soils proofrolled before placing additional fill. Excavation of the soft or loose zones should continue until the loose material is removed. Fill should then be placed in 6 to 8 inch lifts, and compacted to project specifications to bring the fill to the desired grade. We recommend 95% of Standard Proctor density for general fill, and 100% for `� building foot prints. Site specific investigations of each structure should be performed in fnal design to confirm fill quality and provide additional recommendations. The presence of the alluvial fan to the east of the development indicates a potential for soil collapse in _ foundations. A nearby boring for another project suggests alluvial fan deposits which may have collapse potential. Evidence was not found in the borings suggesting the tennis courts or proposed lots are sited on loose alluvial sands prone to collapse, but final design investigations of the individual lots should investigate for soluble sulfates and collapse potential. 5.3 Retaining Walls General If retaining walls for cuts and fills are required for site development, they are likely to be either MSE walls or soil nail walls. Either wall type will likely have a rock masonry veneer, similar to other -- recent Vail Resorts projects. Specific criteria for design of each type of wall are presented below. :_ MSE Walls MSE walls appear to be feasible for fill retaining walls. Near surface soils encountered in the borings are variable in consistency, but often very rocky. With processing it appears that they could be used , . � � December 2003 � 033-2123 —� for MSE fill; they generally do not appear to be excessively plastic or to have high clay contents. The primary consideration will be excavation difficulty, and processing as needed to remove oversized = rocks from the MSE fills. __ An internal drain system, at approximately the back of the lowest reinforcing layer (or the "heel" of the wall) should be provided. This drain should consist of at least a 4-inch slotted pipe embedded in y clean gravel, fabric wrapped, and sloped to a suitable outfall. Wall design parameters are recommended as follows: � ,. _ . Friction An le 34 de rees Cohesion � Unit Weight 125 pcf The following criteria, which are independent of backfill type, may also be utilized: • Minimum Reinforcement Length: 0.7 x Total Wall Height; • Minimum Footing Depth: 18 inches; • Factor of Safety for Sliding: 1.5; • Factor of Safety for Overturning: 2.0; • Factor of Safety for Bearing Capacity: consider as part of global stability analysis. Additional criteria such as required geosynthetic strength, interaction coefficients, and maximum vertical spacing of reinforcing layers will be determined during wall design. Wall elevations (profiles) with reinforcement layout should be provided with the design, as well as specifications for the wall construction. Soil Nail Walls Cut walls for the proposed site are possibly most economical if constructed as soil nail walls. Soil nail walls can be constructed from the top down as excavation proceeds and do not require additional I:\03�2123\0400\0401\0332I23.0401.09363.DOC Golder Associates , � � � December 2003 -10- 033-2123 excavation for placement of wall reinforcement members. However, given the variable ground conditions of the deposits encountered, attention to these ground conditions will be required on the part of the designer to minimize construction difficulties. ___ Specifically, stand-up time for the excavations may not be very good, at least where boulders or gravels are present with few or no fines in the soil matrix. The design and specifications must provide guidance to contractors for bidding and constructing in such conditions. Slot berms or flash coating of the excavation face may be required. Similarly, drill hole stability may be poor, and cased holes may be required. As was the case in the soil nail walls at Arrowhead in 2001, communication between drill holes and/or large grout takes are likely. The design should consider either grout socks or other methods to manage grout takes, and the specifications and contract documents should be developed with this possibility in mind, so that contractors can bid on and build the walls with reasonable risk and direction. —� The following soil nail design parameters are proposed for this project: , �.., _�. .., . , . .. ._.. . Friction An le 32 de ees Cohesion 25 sf � Unit Wei ht 120 cf Unit Ultimate Bond Sh-ess 12 si The unit ultimate bond stress identified above is representative of dense sand and silty sand/sandy silt �� (FHWA 1998). A unit ultimate bond stress of 12 pounds per square inch (psi) results in an ultimate pullout resistance of greater than 2 kips per foot for a drillhole diameter of 6 inches, as would likely ._ be recommended as a minimum drillhole diameter for this project. Soil nail designs should incorporate permanent drainage to relieve hydrostatic pressures and provide an outlet for groundwater or seepage that may develop seasonally. Other design measures for permanent soil nail walls outlined in the Federal Highway Administration's "Manual for Design & Construction Monitoring of Soil Nail Walls" (FHWA 1998) should be followed in the design. I:\03�2123\0400W401\0332123.040I.09363.DOC Golder Associates , . � � � December 2003 "- 5.4 Slope Stability Evaluation -11- 033-2123 -- A preliminary slope stability evaluation was performed for the project site. Using the available topographic information provided by Alpine Engineering, Inc. the existing slope geometry was � modeled using the SLIDE (Rocscience 2002) software. Given the relatively shallow depth of bedrock, the nature of the site soils, and the proposed site grading, construction modifications to the __ slope are not be expected to negatively impact overall slope stability. The slope below the development along Gore Creek does appear to have some potential for stream bank erosion. As discussed above, analyses may be necessary during final site design of this issue. A large rock outcrop along part of the creek does offer some protection, but a significant setback from the creek may be needed in final design to reduce the impacts of potential future erosion and satisfy County development requirements. The debris fan shown on the USGS geological map does not appear to be presently active or a concern for landslide or debris flow activity due to the amount of vegetation and development above the fan. �.5 Preliminary Foundation Recommendations Investigations should be performed that include at least one boring at each building envelope to establish criteria for design of the residential foundations. These investigations should be performed once building envelopes are established, and site grading complete. Assuming that engineered fll or native materials are present in or under the building envelopes, preliminary foundation designs may consider conventional spread footings designed for allowable bearing pressures of 2 to 3 ksf. Slab on grade floors for basements and garages may also be used. Frost depth should be assumed to be 4 feet; exterior footing should be buried 4 feet below adjacent --� exterior grade. In addition to geotechnical investigation for final foundation design, all footing excavations should be inspected by a qualified geotechnical engineer or his representative to evaluate - - materials present. � � � � December 2003 '12' "� 5.6 Future Geotechnical Work 033-2123 — As the project proceeds location specific geotechnical investigation for residential structures, retaining walls, large crust and fills, and infrastructure should be completed to support final design. _. Actual site conditions should be verified by field review during construction. Quality control assurance testing of fill soils, pavement materials, and concrete will be required. Qualified inspection of excavations, cuts, and retaining wall construction is also recommended. � . � � December 2003 -13- 033-2123 -" 6.0 CLOSING � Golder appreciates the opportunity to work with VRDC and we trust that this report for the tennis court site meets your current needs. Please feel free to contact the undersigned if you have any -- questions. John A. c;napman, Y.r,. Project Engineer FEH/JAC/Ijd � � 0 � RECORD OF BOREHOLE GAI-TC1 SHEET 1 of 2 PROJECT: Snow Cat Road DRILLING METHOD: ODEX DATUM: ELEVATION: PROJECT NUMBER: 033-2123 DRILLING DATE: 10l22l2003 AZIMUTH: N/A INCLINATION: -90 LOCATION: Vail CO DRILL RIG: CME - 55 TRACK MOUNT COORDINA7ES: N: E: � SOIL PROFILE SAMPLES PENETRATION RESISTANCE O = BLOWS / ft ■ _--. W k 10 20 30 LO U E��' w w BLOWS p 0 Z DESCRIPTION j � o j � P� 6� N � WATER CONTENT (PERCENn REMARKS � � OEPTH Z 140 W hammer � w, ; 6w i w, m �ft� 30 inch dro � 0.0 - 0.4 12:40 started dri�ing with Teani c 0.4 ODEX 0.4 - 6.5 Butk sample cuttings 0-5' Loose, dark yeGowish brawn, weN graded, Clayey SAND wilh gravel, argWar lo subrounded, coarse to fine sand, coarse to tine gravd, weak reaction to HCI (50% sand, 30°�4 gravel, 20% flnes). Moist (Fitl) SP-SM : 5 1 SS 6-2J 5 � ■ 6.5 - 11.5 6.5 Bulk sample 6.5-10.0' W Canpad, darlc yellowish brown, suCangular Q to subrounded, cnarse to fne weAyraded SAND with grevd (SM), trace fines, strong HCI reaUion (65% sanQ 30% gravel, 5% fines), moist, (Residual Sal ar Possible Fiv) SM 10 2 SS 48-12 � 1.5 � 11.5-15.0 � , 11.5 SANDSTONE, Fresh to sfghtlyweathered ' Sandstone. (bedrock) Minlum Fortnation � 5 Contlnued as cored hWe. See Drillhole log 1 S.a RpoR. 20 ZS 0 rn N f- 0 � O U � O G7 3p 'a � � c� 0 � z � � n r � 0 35 J'L > � � _ 7 K O _ F 40 � � SCALE: 1 in = 5 ft LOGGED: BRB W DRILLING CONTRACTOR: Spectrum CHECKED: JAC G,pl� o DRILLER: S. Jager DATE: 11/2M2003 ASSOCiTteS m 0 � �1 . � • � RECORD OF DRILLHOLE GAI-TC1 SHEET2 or 2 PROJECT: Snow Cat Road DRILLING METHOD: ODEX DATUM: ELEVATION: PROJECT NUMBER: 033-2123 DRILLING DATE: 10/22/2003 AZIMUTH: N/A INCLINATION: -90 LOCATION: Vail CO DRILL RIG: CME - 55 TRACK MOUNT COORDINATES: N: E: CA-Calcile �� ROCK TlPE ,I.lo�� FO-FdhCOn STStepped SM-Smooth �� Z 2 ■ qametral F-Fauk P�-%anar Hrtegular R-fioug� �Ttonhd a x ~ � S-Shear GCuncd P-PoGshed VR-V.Rough RDRedrilled K Z 0 � W � Q NOTES � i p B-Beddnq U-UMulaWp KSlkkenvded Fr-FncNre f�o� p�y�es '� � Z �? � 2 O �+ �� WATERLEVELS o� DESCRIPTION = E� Z ww O�SCONT1NlXTYOATA = jZ Q� 3� u� ZF INSTRUMENTATION a Z�� ROD FRACNRES 7ypE,5URFACE ag �-w u U 2 2 4 �� m �n� � �TM > v v % PER FOOT DESCRIPTION. /WO � � � � 3 � 3 bOlEhO1C. SEC BolChO1B /Og /CPOR. � (N � a DIP wrt CORE I WS O �. m i x �¢�� (Dg) 15 15.0 • 18.0 Slarted conng at 15' ARKOSE SANDSTONE 15.0 7� Z 0 Fresh to sGghty weathered, pale 16.0.17.0 brown. meduim sVong lo stron9, 5 , PL.R, ' me�um to coarse greined. subang�ar to subrouWed sand, we to rro 'on with H. 18 � 78.0.18.5 35 . 18.0 - 7I.0 4_0 dastscoarsening: Z 5.0 � 70« F, PI,VR, CONGLOMERATE R3 20 20.0-20.5 � R4 'P 0 F, PL,R, °D 0 21.0.21.5 5 8 a 1-2 , PL,R,Fr � 22.0 - 25.5 �.0 22.D-22.5 85 0 Run k3 Medium to coarse sand with � , I,R, FR grevel dasts up to 3/4• 5_0 �'1 SW m 3 5.0 90 23.524.5 5, m � ; 25 25.0-25.5 0 8 Piezometer completion 25.5 - 27.0 25.5 S � � �� Color rhange to dark greenish g2y Screened PVC 5 (21.2-31.2� Sand pack (19.4312') 27.0 - 28.0 � 27.0 8entonite ctiips Colar change back to pale brown R3 (15.0-19.0) 28.0 5_Q 28.0.28.5 77 to Cuttings (0.15') 4 5 Q 98 8, PL,SM, R4 30 30.0.30.5 75 B, PL,SM, 75:15 (10/14/03) Slopped Boring completed at 312 ft tlrilGng 31.2' 35 40 0 m a � � � O U� � O � 45 'a � �i (� O FJ- Z � t%f N N � 0 50 J � �-" � 0 i � � 0 r 55 5 ucs (P ) � SCALE: 1 in = 5 ft LOGGED: BRB �_ n°s ° DRILLING CONTRACTOR: Spectrum CHECKED: JAC R3_�� J �� J f1011 � r_n. c 1�....� f�ATr. i11^I�Inf�A�f R4-15000 .��+�^i^^ � � � -.✓ � . � • � RECORD OF BOREHOLE GAI-TC2 SHEET t of 2 PROJECT: Snow Cat Road DRILLING METHO�: ODEX DATUM: ELEVATION: PROJECT NUMBER: 033-2123 DRILLING DATE: 10l30/2003 AZIMUTH: NJA INCLINATION: -90 LOCATION: Vail. CO DRILL RIG: CME - 55 TRACK MOUNT COORDINATES: N: E: � SOIL PROFILE SAMPLES PENETRATION RESISTANCE = BLOWS / ft ■ _ ,.., F- W V � 10 20 JO t0 p` Z DESCRIPTION N a O ELEV. m a PL�06 1� N ¢ WATER CONTENT (PERCENT) REMARKS � � �� U DEPTH Z 140 Ib hammer � w, ; 6W I w, m �ft� 30 inch � 0.0 - 6.0 1027/03 10:40 SUReG Compad, daAc yellowish brovm, subangWaz drilling to subrounded, coarse to fne weq-graded Sitty SANO with gravel (SM) (warse grevel Bag sarnple attings 1-S and cobbles may be presen� but broken Dy hammer), strorg HCI reaction (!0% sand, 30X grevel), moist, (resiGual soil or SM collwium) 5 � 1 SS 5-7-6 � 13 ��5 ■ 6.0 - 7.0 � ' 6.0 Inaeasing gravel / cobble content SP�M ' Bag sample wttings S10' Approbmatey 60 % sand, 40% gravel 7.0 7.0 -12.5 Compac� dark yelbwish brown, subangular to wbroundad, coane to (me well-graded Saly SAND wiin gravel (SP•SM) (coarse gravel and cobbles may be present, but �� broken by hartme�, sUong HCI readion SPSM ��: � (70% sand, 30% gravel), mds� (2sidual srn1 or collwium) 2 SS 7-15-14 29 5 ■ � � 125 - 16.5 12.5 Boulder encountered (approx 12.513.5� pimk dust from borehole. (weathered bedrocic) '. '-. SP-SM .;. ' 15 Sample of split spoon 3 SS 7-23-48 >50 ��5 recovery 16.5 - 21.0 16.5 Boulder •Whde / Ight grey dust 16. S17' SP-SM 20 5 Pieces of wbhle / boulder � 4 SS 50I5" 50/5' recovered are igneous m 27.0-25.0 21.0 �'S (Me�zonRe) `m Bedrork, ARKOSE SANDSTONE 1 ; Fresh, pale brown, strong, poorty soAed, ', Bedrodc encountered -21' fine to coarse sanQ subangdar to Driller sets casing to 25' subrounded, weak to no reatlon with HCL �� before curing (Mintum Fortnation) , o ZS Confinued as cored hole. See Drillhole log 25.0 m R�- N � � � O U � O � 30 'a � y [7 O H Z � M N N � O � J � � � HS S � � H 4� � W SCALE: 1 in = 5 ft LOGGED: BRB °x DRILLING CONTRACTOR: Spectrum CHECKED: JAC �jd� W e� r.r.u.rr.. .. �'_'" r.err. .•��.-.�nnnn A...........t.... a � , . • � RECORD OF DRILLHOLE GAI-TC2 SHEET2 0� z PROJECT: Snow Cat Road DRILLING METHOD: ODEX DATUM: ELEVATION: PROJECT NUMBER: 033-2123 DRILLING DATE: 10/30/2003 AZIMUTH: N/A INCLINATION: -90 LOCATION: Vail CO ORILL RIG: CME - 55 TRACK MOUNT COORDINATES: N: E: ROCKTYPE ,1-,loint F4FoGation STStepped SM�Smooth C�aaa Z = �Am+l F-Fauk PL�Ianar Hrtegulx R-RoupA CT�� x r ■�°^10�I S-SAear �� P-Pofahnd VR-VRouph �yo-RWAlled �ww �Z� o _^ � B-Beddinp LLUrdulatlng K�Sfidcensided FrF�amn �= o � w o < NOTES F- — � Fs-6on Oddes �? � z y z p fn w m DESCRtPTION v > ascor+nraum onrn V y� J y WATER LEVELS ELEV. O ¢ �� w INSTRUMENTATION � v g z�� RCD FRACTURES TVPE. SURFACE �� w a U¢ ¢ � r- Confinued hom noncored a oePnl , u u % PER FOOT DESCRIPTION. AND � i� a 6oreAole. See Borehde log 2port. � (�) � a D� wR CORE AXIS c� LL y�� (pm) 25 25.0 • 28.0 �_p 5 ARKOSE SANDSTONE � 25.0 / � � 82 � Fresh, pale brown, strong, poorty sarted, fine to coarsa sand, subangular to subruunded, weak to 2T.0.27.5 70 no reaGon wiN HCI. F, PL,R, 28.0 - 28.8 O O 28.0 5_0 28.0.28.5 8 CONGLOMERATE; Clasts up to � 2 5.0 � �'Z , I,VR, BO 1.5" dia. su rWed to suban lar 28.8 28.5-29.0 gp 28.8-29.9 �' S, PL,SM, y� � ARK T O O 29.9 29.0-29.5 29.9-31.0 p�p ST,R. 90 FR R4 CONGOLMERATE, Clasts up to 29.530.0 1.0" dia_, subrounded !0 31.0 , I,VR.Fr � suban ular. 30.0.31.0 31.0 - 35.7 I,R,Fr 76 SILTSTONE a� 31.0.31.5 a2.o-a�.o 3 5.2 88 B. PL,R, 35 35.7 - 36.3 35.7 2 3 SILTSTONE Fresh dark greenish S, PL,SM, 13:50 10l27/03 Drilling re medium stro Boring completed at 36.3 R 4 00 Boretholedry to 36.3' Borahole b�lled wiU� wttings 40 45 � 0 a N H O C9 O U R O � � 'a C� y (7 O r z � � N N � 0 60 J > � � �S"' S � � r 65 � ucs �) W SCALE: 1 in = 5 ft LOGGED: BRB R�-�m ° DRILLING CONTRACTOR: Spectrum CHECKED: JAC a,_�� pjd�T � f1Rll I FR• C.lanPr f1ATF• '11/�7/�(lf1'� ot-15•� Acc�u�iatr�c , � `" RECORD OF BOREHOLE GAI-TC3 SHEET 1 of 2 DATUM: ELEVATION: PROJECT: Snow Cat Road DRILLING METHOD: ODEX qZ�MUTH: N/A INCLINATION: -90 PROJECT NUMBER: 033-2123 DRILLIR GDCME �55 TRACK MOUNT COORDINATES: N: E: � LOCATION: Va�l, CO SqMPLES PENETRATION RESISTANCE O SOIL PROFILE BLOWS ! ft■ S � 10 20 3f1 t0 _� W c� ELEV. w w gLOWS Q REMHRKS W m � v a � � a per 6 in N � WATER CONTENT (PERCEN� o Z DESCRIPTION j � � DEPTH Z � �qp m hammu � W. �'�—� W' p� �ft) 30 inch drop m 10/27l03 14:40 StaAed � 0.0 - 6.0 OrilGng . Loose, dark yeqowish brrnm, fine CIAYEY . $AN� (SC), low plasticity, low tou9Mess, __- no MCI readon (70% sand, 30 % fines), Bag sample - cuttings 0.5' , moist, (Colluvium or residual sod) SC � T F- 5 � 6.0-11.5----------- — Cqmpad. dark yellowish brown, coarse lo � fine, CLAYEY SAND wilh gravel (SC), wbangular to subrounded sand and gravel, weak reaction to HCI, low plasticity (60'4 � sand, 25% gravel. 75°6 fines), moist, SC (Cdlwium or residual sal) X r 10 p 0 15 20 r� -�- n 25 2 m . a , � so a c9 N � O J ' ".� ' � _ �r� Very tlense, dark yellowish brown, coarse to fine subangular, well-graded SAND with gravel (SM), (cobbles also noted), trace fines weak HCI reactions, moist (Weathered SM Bedrock) 16.0 • 20.0 SANDSTONE (Bedrock) Driller noles weaker rock 16 0-17.5 . 17.518.0 OGve coiored sandstone 78.0.20.0 Hard pale brown snadstone •(attings are powder) , Contlnued as cored hde. See DrillhWe log report. �� 0 �� 3 ---= � SCALE: 1 in = 5 ft °x DRILLING CONTRACTOR: Spectrum W 1 I SS I 2-3-3 I 5 I0.85 I� z � ss � a-�ai2 �� i:s � �� 3 � SS � 3655-48 I>50 LOGGED: BRB CHECKED^JAC^ Shc rype change dea�Y shown in spoon sample Bag sample 6.410.d (wtlings) Bag sample aAtings 12.0.77.0' No pMeatic suAace Curing driiling but wttin9s hom 16.0.17.5 are mast �%Ol� ^^ d � � � . � �-- � RECORD OF DRILLHOLE GAI—TC3 SHEET2 of 2 PROJECT: Snow Cat Road DRILLING METHOD: ODEX DATUM: ELEVATION: PROJECT NUMBER: 033-2123 DRILLING DATE: 10/16/2003 AZIMUTH: N/A INCLINATION: -90 LOCATION: Vail CO DRILL RIG: CME - 55 TRACK MOUNT COORDINATES: N: E: ROCK7YPE ,y,biy F0.FoRa5on STStepped SA4SmooM ��aldte 0 •Aoai FFwp PL-Phnar HrteyWat R-RougA CTLonfact �x F ■�al � x GGurved P-PoMNod VR-V.Rouph RO-Rsdrilied ¢ i a C Z� O F� � edding LLUndulstlng K-S�cksnsded Fr-Fnaure Fs-Iron O�uex N� z �� Z O�n NOTES a m � � �- WATER LEVELS wo `. DESCRIPTION = � a W W DISCONTNUITY OATA 2 �� w = w INS7RUMENTATION g Z� o R�D FRACNRES TypE, SURFACE a � �� LL �� O~ COntinuEd h9R1 nonCOlCd d pEP7H j ci c� % � F�7 OESCRIP710N, AND 4� t a borchole. See 8aehole bg repoR. � (�q z � aa wrt cortE nws c� LL� m f i rc¢� a� /R") 20 20.0 • 21.5 �� 20.0.21.0 R3 Started coring at 20' ARKOSE SANDSTONE 20.0 7 � 2 0 4 g pL,R, S�e to 15:45 Siightly weathered. Pale brown, 21.0.21.5 2 7 medium strung to sVong, pooAy y� 5 B, PL,R, 10 � Highy tradured zone sorted, medum to coarse grafned, tOr 21.5-22A to subangular to angular dasts of B, PL,SM,Fr 5,7 R3 � quar�, (eidspar, bioGte, muscovite, Z� p 22.0-23.0 weakt no Ireadion Z 5_0 � PL,R, 5,8 21.5 - 23.0 � 5.0 23.0-24.0 SILTSTONE PL,R, 25 Fresh to sGghtly weathered, dark . 3� 24.0-26.0 gp,g ,ZO, ,85 greenish gray, weak to medium s no re I 23.0 • 38.0 26.0-26.3 ARKOSE SANDSTONE B, PL.R, Slightly weathered, pale Crown. 26.127.5 8,70, 0 medium strong to sUag, poorty � I,VR,Fr R3 sorted meJum to coarse sand with 3 3:5 54 �5 Z7.5-28.0 gp to some grdvel. weak to no reaction to ., PL,R, FR HCI. Some zones coarsen to ZB aZg 5 85 �o R4 congbmerafe. B, PL,R, SW 30 28. rr29.0 , PL,VR, Piezometer 29.&31.8 90 saeened interval: , I,R, 18.0.38.0' sand padc 17.D38.0' 4 5_0 � �� 31.8-32.0 bentonite chips: -10.0' 5.0 , PL,VR, backfilled with cuttings 0- 33.0.34.0 5 8 aa.aaa.s o 35 B, PL,R, 80 5 �=5 100 1 34.535.0 �_5 B, PL,R, R3 to �p/p7�03 17:30 Finished �_g 36.537.0 BS R4 drilling at 38.0' . 6 1.8 89 1-2 I,VR, 10f28l03 07:00 w.i. - 7.6' 37.0-37.3 Inslalied piezomete� Boring completed at 38 ft. 37.3-37.5 , ST,VR, 40 45 0 rn N {'- � � � U � O ('J � 2 � � � � H Z � M tv N 0 55 Jw > � � 0 F � � O F=- 60 � �S (Pv) � SCALE: 1 in = 5 ft LOGGED: BRB R�_ns = DRILLING CONTRACTOR: Spectrum CHECKED: JAC R�_��, (',oldei � � � • � � RECORD OF BOREHOLE GAI-TC4 SHEET 1 of 2 PROJECT: Snow Cat Road DRILLING METHOD: ODEX DATUM: ELEVATION: PROJECT NUMBER: 033-2123 DRILLING DATE: 10/20/2003 AZIMUTH: N/A INCIINATION: -90 LOCATION: Vail CO DRILL RIG: CME - 55 TRACK MOUNT COORDINATES: N: E: � SOIL PROFIIE SAMPLES PENETRATION RESISTANCE � BLOWS / fl ■ _ x^ w c� ELEV. � � to zo so �o ~ m f � m w BLOWS p`' Z DESCRIPTION y a O � � per 6 in N a WATER CONTENT (PERCEN� REMARKS g� U � � � DEPTH Z 140 ib hammer � w� F � o w, m �ft� 30 inch dro � 0.0 - 7.0 08:10 Started drilling Compatl, dark yellowish brown, Clayey SAND with Gravels (SC), subangular to subrounded coarse W fine sard and fine gravel, sVong reaction ta HCI, bw to no Bag sampie cuttirgs a5' plasticiry (65% sand, 20 % gravel, 15% fines), mois� (Residual soil or coNuvium) SC 5 1 SS 9-12-12 24 �=5 1.5 — — — — — — — — — — — — — — — 7.0 7.0 - 14.0 Compad, dark yepowish Drown, weB- Bag sampla cuUings 7-10' graded SAND with gravel (SM), subangular lo subrounded coarse to fine sand and gravei, trace fines, strong HGI reaction � p (60% sand, 35 % gravel, 5% fines), moisl. (residual soil w collwium) SM 2 SS 7-9-10 19 �:5 ■ 14.0 - 20.0 74.0 X Bo�lders wiN sand 15 o Boulders up to 10.14' in dia. with limastone Spoon sample is pieces of � anC granita lithologies, we0�raded coarse 3 SS 21-50/5" 50/5' � cobbles arW boultlero wilh to fines and infilling voids. (Weathered � �•5 pala brown, coarse to fine g�� sand 'uifill 20 20.0 - 30.0 20.0 8oulders and cobbles with sand (Weathered � 4 SS 79-23-43 >50 �� 5 ■ Bedrock) Water encountered during drilGng at 24.2' M 25 17 0 aZ N F � z . � 0 V � � J � 30 — — — — — — — — — — — 30.0 Dark greanish g2y 30.0 - 34.0 0.67 a ARKOSE SANDSTONE 6 SS 12-50/4" 50/4" sittstone recovered in spGt � Fresh M sligMy weathe2d. grayish brown. 1.5 spoon. Dtiper thi�ks this is � medium strong, poorty sorted, sunrounded top o( Dedrock (bag O lo subangular, coarse to fine grained, weak St rted�coring at 10:50 at Z to no reaction to HCI � Conbnued as caed hole. See Dnlftrole log 3� � rcpOR. N N � 0 35 JW T �"' � 0 i� � � 0 t=- 40 � � SCALE: 1 in = 5 ft IOGGED: BRB = DRILLWG CONTRACTOR: Spectrum CHECKED: JAC � Gpjd� � � � �1 � � � � • � s RECORD OF DRILLHOLE GAI-TC4 SHEET2 or 2 PROJECT: Snow Cat Road DRILLING METHOD: ODEX DATUM: ELEVATION: PROJECT NUMBER: 033-2123 DRILLING DATE: 10/20/2003 AZiMUTH: N/A INCLINATION: -90 LOCATION: Vail CO DRILL RIG: CME - SS TRACK MOUNT COORDINATES: N: E: ROCKTYPE }Joint FO-FdiaEOn STStepped SM-Smooth �� fFault pL�lanat �IrtegWar R-RoupA TCoMact K ~x ■��em��' SShear GCwved P-Pofished VR-VRough � w u� �� w 0 _ „ � Ro-�t°a"m°d � x o � = o < NOTES 0 8-BedCiny U-UndWaUny K-Stickensided Fr-FrxWr� F�ron Oiudes h r 2 y W Z p m � m � -�- � WATERLEVELS w m DESCRIP710N c? � DiSCOrmNIxiYDA7A � �� ao �-w INSTRUMENTATION p�- � ELEV. z� o ROD FRACTURES TYPE. SURFACE n 0 �w a � U rc ¢ O~ Con6nued (rom rron-core0 �a DEPTH � u w % P� F�T DESCRIP710N, FND � � a bo�ehole. See Borehde !og ieport. ° (m ¢ a OiP wn coRE IWS c� � � y � _ � � � � (pa�) 30 30.0 - 34.0 �_� 30.0-31.3 Dark greenish gray ARKOSE SANDSTONE ��0 1 � 3 0 -5 B, PL,R, 20,8 ,80, 5,90 siNstone recovered in spld Fresh to s(ghtly weathered, grayish spoon. Driller thinks this is Drown, medium strong, P��Y top ol bedrodc (bag soRed, sunrounded to subangular, 32.032.3 sample) coarse to fine grained, weak to no 0-1 B, PL,SM, Started coring at 10:50 at readion to HCI 3a Z 5.0 68 33.5-34.0 90 34.0 - 34.9 34.0 I, VR, I T TON iMerbed 34.0-35.0 8•�� 5 35 yi.9 - 46.3 3q.9 -5 8, PL,SM, SILTSTONE Interbed 34.&36.5 35.OJ5.3 SGghtly weatAered, 92�rish brown B. PL.SM, and greenish dadc zones, weak l0 35.3-35.6 medium sVOng, finely laminatad, PL,SM, micaceous (witli mica crystals 35.636.0 parallel to bedding), weak to no B, PL,SM, 70 FR R2 reactlon with HCI 36.0-36.5 to to 3 5=� 82 0-2 �,VR. SW R4 � 5-0 37.5-38.0 80 , PL,R,Fr 40 38. &39.3 � PI,VR. 0,8 40.3�1.0 _5 PL,VR, 1 ,80, 0 41.0-41.8 B, PL,R, 4 3=3 82 42.3�2.5 3.3 �.y F, I,R, 43.0-43.2 , I,VR, 43.3-43.5 45 U,R, 5 �—� 59 43.5-44. � 7, 80, 0 , PL,R, Boring completed at 46.3 R. � �R ' Firushed drilGng at 7215 44.5-45.2 at 46.3' P� R Boretiole bacl�lled with 45.2�46.0 cuttings , PL,VR, 46.0-46.3 , PL,R, 50 55 0 rn N I�- C7 O U� � � � 60 'a � � c9 O H 2 C'J M N N m 0 65 J wJ> - > � � i � c 0 � �o � ucs �� SCALE: 1 in = 5 ft LOGGED: BRB R,_�� °x, DRILLING CONTRACTOR: Spectrum CHECKED: JAC �: �, (�,��pr � A � � �l O � 0 ,. E-+ � zQ � A A "' .—{ W Q � � � a Q � O �'oa � � .__.. z � � � U � � , t. a.�+ O vl ,' -; U .��tin=�l� � �, � ,� 0, c �, �' O � ,�i'��. i �� C � ��'� n: .�.. .: Q.e... w-. N N � �� w'., :y: i i O i i i � i i i i i � i� ' :.� - � � �� a y�i:. � z,. � �� A � i�y�,�. ..�..:�; i i � i i i M i I i i i �`.'.' firi, N � a � r"' � � �� : � �� . �y� 1 1 1 1 1 1 1 1 1 1 I 1 �� 1 1 I 1 1 1 1 1 1 1 1 1 Q¢, �� §i� �R/�� 5 :�! ��'�� _Y� .�_• v�ar�; � .Q, �� ;;C .,,0� � � N � � N � oo �O O� � p(� iN,. i i M i i � N N.-. i �: a o xy: � ; .y s. r�n _� t,�;� R�r � � O � � i [� � [� O � � G�, � � � � � � � �n � v� � v� � tn. ° �` C. =`i:: .�°i cs "°' v►, (ry. ' ' ' p� � � � Q� � p� O O� � � o �` I a�; � a„��.'= ►•�- � � , � � � �O i � � � ��,ra � ; � , , . , , , � � � �� '�� ' i i i i i i N i i i i ..�- a ' .. �: d,,,r� x' �;� i i i � i i � v i i i i ��,,, , , , , , , , � , , , , b-°�,�H v � �n y.:«:. .o: ^ O � O oo V' � N�O v� v'� �O . �._.;�`n'.,.�.o �: � �O � (� M �h � � Q� �O �O N ai�� a ;' a , �. � y' n :: � �'4�`�ii��. . O �~y� ��' I I , 1 I I I 1 1 1 , 1 C� `° "u' ��V � � �-� ; � z-� � � � �- � ,n o ,,., o � „_, o �n o c:. � � � �.�, cCa. V_�` `" ° � � ° ,� `�1 � ° � ° � .-. �.. �{��; :: :: �� ° �' o 0 �� -; N N C`I e'� c''i V 7�' �.: � � � � i i i � i i � i i �� '� : U U o U C� U o U U U U U R'�. F- E- U F- E- E^ U E-� r E- F-� 'r �l2�'�'M; s � � � N _°" �.; U U ,�e �� :t r... F.. � : ..y �: �'�" .' cC c0 cC cC cC cC cC cC R cC cC @ T �� ,mrQma�mr�n-irmmoaaaaa ("" � W E"' O � � � F a w H H � ozH E-�UO�?� [-W-� Q ¢ W a Q � Q � ¢ � � O � G ¢°z�� UCaa �� Ha�p� w a � I X � � r w � � W �az� "aUU� z a��x �aa.cn u u u n ...a ..] � .-a ,..a a, a v� � W H 0 z M � N M M O � a� m �U O N N Q � -� O � M O o - N � W F p g^ � T 0 y z� ,. � � � I1 03 033-2123.0003 � ' PARTICLE SIZE DISTRIBUTION & ATTERBERG LIMITS i ASTM D421, D422, D4318 ', PROJECT NAME: VRDC/Tennis Court Resident Lot/CO --- SAMPLE ID: TCl Composite Depth: 0-10 T'YPE: Bulk 100 90 80 �,o �o p bo a s 50 s ; a 4� g 30 20 10 0 1 , �� I�II'�'��"",■II'I""■ II""1,�II��"��,�I'�'�'� III'I",■II"I",■�'!I""■II'I'11,■II�"'',■I�I"",■ II�"I".III"I"■I"''!"■III"",■III"'1,■III"",■ IIIIIIIVIIIIIII��llllllt��lllil11��1111111��llllll1�� I I I I"" ■�' I""■ I��"" � I I I I"" ■ I' I' I", ■ I I""" ■ ��♦��Ili��1��1��1� Illilll��lllllll��llllili��lllll�i�::ll�llll��lllllli�� 1,■'I�II",■�I'I""■II'I""■ �I'I""■II��""■II'I" II'II",■II�"",■II""1,■II"'I"■'I�I""■�I'�"t'. I�I"",■III"",■III"",■II""',■�I'I"1,■'ll"11,. �� Parricle size in millimeters Covae FiM Coarse Medium Fine GRAVEL SAND � Particle $ize Particle Size (mm) •/. Pusing Classi6caaon Percentage 12.0" 304.8 100.0 3.0" 75.0 100.0 Cobbles 0.00 � 2.5" 63.5 100.0 = 2.0" 50.0 ] 00.0 � I.5" 37.5 100.0 16 1.0" 25.0 100.0 '-" 0.75" 19 0 99.1 Coarse Gravel 0.89 � :+ 0375" 9.5 85.3 > � #4 4.8 69.9 Fine Grave! 29.18 ' #10 2.0 59.1 Coarse Sand 10.82 9 a 1l20 0.9 46.d �' #40 0.4 39.6 Medium Sand 19.48 vi � #60 03 36.6 �100 0.2 34.4 k?00 0.1 31.8 Fine Sand 7.81 Fnes 31.91 DESCRIPTION: Dark yellowish b�own USCS: - 60 So m X 40 w 0 z F}„ JO u F N � ia e. to ATTERBERG LIMITS M, LL PL �i SG TECH NG DATE 1 ]/18/03 REVIEW MB TOWN OF VAIL FIRE DEPARTMEN� VAIL FIRE DEPARTMENT � 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 .�� NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Job Address: 621 FOREST PL VAIL Location.....: 621 FOREST PLACE Parcel No...: 210107215002 Project No : �� S6 � — b �( � � GLENDORE DEVELOPMENT INC. ATTN: JERRY HARRIS PO DRAWER 2072 LONGVIEW, TX 75606 APPLICANT CONTRACTOR SHANER LIFE SAFETY DEBORAH L. SHANER P.E. PO BOX 1073 FRISCO CO 80443 License: C000001971 VAIL ELECTRONICS, LTD. P.O. BOX 460 MINTURN CO 81645 License: 198-5 o4/is/2oo� Permit #: A07-0031 � �� - 0� 0.� Status . . . : ISSUED Applied . . : 04/18/2007 Issued . . . 06/OS/2007 Expires . .: 12/02/2007 04/18/2007 Phone: 970-409-9082 04/18/2007 Phone: 970-827-9120 Desciption: NEW FIRE ALARM SYSTEM FOR A NEW SFR Valuation: $2,800.00 #iti*#*M}f4if4*i#4###R##i**}#t#t#�#t#######**####+F#*##i##t#*#�##rt*## FEE S UMMARY *►r*sa*++s**+**ss**►***s**a*sr+*��+***��s*�s*****s**s**��a■ Electrical--------> $ o. o o Total Calculated Fees--> $ 3 3 7. 0 0 DRB Fee---------> $ o. o o Additional Fees---------> $ 0. o 0 Investigation--> $ 0. 0 o Total Permit Fee-------> $ 3 3 �. 0 0 Will Call-------> $ 0. 0 0 Payments-----------------> $ 3 3 7. 0 0 TOTAL FEES—> $337. 00 BALANCE DUE-------> $0. o0 *#######t#t*#►##t#*#s#i###+F#t4#4##�##t*s�k#*�k####4#t*t###a**#M*aRS##*#4s##}####+#�kt##t#*►#*s###*�F#i###*t#**###a###s####i*###Rf#if#*#####ss4Artts### Approvals: Item: 05600 FIRE DEPARTMENT 04/30/2007 DRhoades Action: APPR Approved as noted: 1. Heat detector(s) required in any accessible storage areas and in any accessiblf crawlspaces. 2. Center detectors in rooms where possible. 3. One set of stamped, approved plans must remain on-site. ►*s+s*sas�as*►�**��s*s**s*ssa�*s**s�*�s�*►a�**saassas**as**s�*+t**+�+e****a**s►a��s*a****+*:tt*t�**ss*sssa*s*�ss�*sss�t�t*►**s***tsssss*►*aa*�as� CONDITIONS OF APPROVAL ###t+k###4#*}##M######t###*#t#**itA####R4#########*t*►#**#�######}*f*######►#t#4�tt�k4#}f####R�t�k�*##t###***}*#}f##########it#t#t#t#*#t*t*M#*##}tf* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. • CJ REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TEL,E�HONE AT 479-2135 FROM 8:00 AM - 5 PM. SIGNWTURE OF OWN�OI� CONTRACTOR FOR HIMSELF AND OWNER o • �***********�******************************��*�*************************�***�************** TOWN OF VAIL, COLORADO Statement **�************�****************sr************************+**r*****+***+�*+****�*********.** Statement Number: R070000893 Amount: $337.00 06/05/200703:28 PM Payment Method: Check Init: DDG Notation: Vail Alarm Inc. DBA Vail Electronics 1687 ----------------------------------------------------------------------------- Permit No: A07-0031 Type: ALARM PERMIT Parcel No: 2101-072-1500-2 Site Address: 621 FOREST PL VAIL Location: 621 FOREST PLACE Total Fees: $337.00 This Payment: $337.00 Total ALL Pmts: $337.00 Balance: $0.00 ******************�*******�***************************************+*************+��********* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 105.00 PF 00100003112300 PLAN CHECK FEES 232.00 > APPLICA• WILL NOT BE ACCEPTED IF INCOMP� OR UNSI s- �i `3 Project #: � Buiiding Permit #: �"� � � � � Atarm Permit #: ' � / 970-479-2135 ( nLs onsJ ��y� TOWN OF VA1L FIRE ALARM PERMIT APPLICATION Commerciai � Residentiai Fire Alarm shop drawings are required at time of 75 S. Frontage Rd. application submittal and must include irrformation listed on the Vail, Colorado 81657 2"° page of this form. Application wiil not be accepted without this i�ormation. CONTRACTOR INFORMATION Fire Alarm Contractor. Town of Vail Reg. No.: Contad and Phone #'s: �� :� le ,� ' S � - 5 t7o 0 E-Maii Addness: Contractor Signature: COMPLETE VALUATIONS FOR ALARM PERMIT (Labor 8� Materials) Fire Alarm: $ ,2 *,�x***�x****�*�**********��*,�,�,�*;�x��*FOR OFFICE USE ONLY,�,�;x::,�*#*:�;�,�:*�*,�***�*��*****:**** � � � � �M��w �rr�+rN o � ,�! � �t" �I o M [� � APR 17 2007 � � --�a� /��s�rro� , TOWN OF'VAIL ItMMt --��!s , a�� `' • �r TOWN OF VA1L 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 �ARTMENT OF COMMUNITY DEVEL�MENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 621 FOREST PL VAIL Location.....: 621 FOREST PLACE Parcel No...: 2I0107215002 Project No : �—�� _ d�-( � � OWNER GLENDORE DEVELOPMENT INC. ATTN: JERRY HARRIS PO DRAWER 2072 LONGVIEW, TX 75606 APPLICANT TRI PHASE ELECTRIC CONTRACTOR 0325 HARDSCRABBLE ROAD GYPSUM CO 81637 License: 118-E TRI PHASE ELECTRIC 0325 HARDSCRABBLE ROAD GYPSUM CO 81637 License: 118-E 05/30/2007 05/30/2007 05/30/2007 Pertnit # Status . . . . Applied . . : Issued . . . Expires . .: E07-0080 L��o- a 2� S ISSUED OS/30/2007 OS/30/2007 11 /26/2007 Phone: 970-524-7135 Phone: 970-524-7135 Desciption: NEW CONSTRUCTION SERVICE AND BRANCH CIRCUIT Valuation: $0.00 Square feet: 10400 *aass*s►*s�s:as*sr*ss*s*a+s*ss*��**s***s**�s****�**********►******• FEE S UMMARY *******************a*************s******:s***s**��***s****** Electrical-----> $472 . 65 Total Calculated Fees--> $a75. 65 DRB Fee--------> $ o. o o Additional Fees---------> $ o. o 0 Investigation--> $ o. o o Total Permit Fee--------> $ a � 5. 6 5 WiIlCall--------> S3.00 Payments------------------> Sa�5.55 TOTAL FEES--> $ 4 7 5. 6 5 BALANCE DUE-------> $ 0. 0 0 #i4*t#*#t#*#*irtt*t#**M4i+kitf#�F##}#*#t#t+t4R#t*t#R#4#*#►#t#t*4i4*###k44*t�Ft#iA�##*4►#t##�*###i*t**#i**#*##**M�F##�F##t#*#i*�F#R#*#�F#i#M*i#itii##**ttis# Approvals: Item: 06000 ELECTRICAL DEPARTMENT 05/30/2007 shahn Action: AP ++......�.....*...*......*.�*.*...�.�..::......,�....*+.+.+..*.«..+...+...:+..*.++.+:...+.+«:..*.*.*....:*..*....*.*+*..***�.►.....�....*...*...+. CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. +k##tt#t#*t#t#####�R#*####t###i###t##f#ft#►####tf4ttbt*tt###*t#R�i##t#*#*##t###*#####M#**M##;i##*###!###*###t###*###Rt##}######�#�it#}##i4R###!*t# DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is conect. 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 Residenti�j Codes and other o�Qinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE M.A�E TWETj(TYf FOUIjIHOUR$/IN �j'VANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. • r�L **********«�********�*****************************************************************�***** TOWN OF VAIL, COLORADO Statement ****.��*****�«**********�******�*�********************************************�**�r*****�*** Statement Number: R070000824 Amount: $475.65 05/30/200712:13 PM Payment Method: Check Init: LC Notation: #18937/TRI PHASE ELECTRIC ----------------------------------- Permit No: E07-0080 Type: ELECTRICAL PERMIT Parcel No: 2101-072-1500-2 Site Address: 621 FOREST PL VAIL Location: 621 FOREST PLACE Total Fees: $475.65 This Payment: $475.65 Total ALL Pmts: $475.65 � Balance: $0.00 *****s**********�*****************************************************�**************��*,�* ACCOUNT ITEM LIST: Account Code -------------------- EP 00100003111100 WC 00100003112800 Description Current Pmts ----------------------- ------------ ELECTRICAL PERMIT FEES 472.65 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------- APPLICA7I�WILL NOT BE ACCEP'TED IF INCOMP� OR UN �� #. SIG �i -� Q�� , � � � � Building Permit #: o v aS' � Electricai Permit #: �3 cj � �� ' 970-479-2149 (Inspectlons) '75 S. Fronbge Rd. Vai�. Colorado 81657 TOWN OF VAIL ELECTRICAL PERMIT APPLICATION CONTRACTOR INFORMATION SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor � Mafieriais) AMOUNT OF SQ FT IN S1RU�TURE: /(� . �/ u-t) v/ 47Z/SDo �� : � �-t- 2 �d ,-�d- �1�.� Ls�al DesQiPtlon Lo� Blodt: Owners Name: q��; Engineer: ,e��: Detailed descrip�ion o� work: l�e�c.�� CA�3�- s�� 1 ��J ELECTRICAL VALUATION: $ r�.� � Job Address: � � � "�� r'�� G� � L d�" 2 � subdivision: ot /U /'c.✓f c. h Cv., r� �' < Wor1c (�ass: New jjC) Addition ( ) Remodel (. ) Repair ( ) Temp Power ( ) Other ( ) . Work Type: Inbe�ior () Exberio� () goth (� Does an EHU exist at this location: Yes () No () Type of Bidg.: Single-family ( DuPlex i) Multl-famiN () Commerdal () Restaurarrt () Other () ' No• of Ex�ng Dw�lling Units in this building: Is this. permit for a Does a Fire Alarm E� No. of Acoommodation Units in this bui�iing: a Fre Sprinkler � '`***********"�'`�'`** . ******************FOR OFFICE USE ONL' i � �� ? s -T �Y 2 9 1001 F VAIL k � F:�ode�v�PORMS�PERMIT'S�Buil�ng\elecUcal�ermi�ll-23-2005.DOC Page 1 of 2 11/23/2005 TOWN OF VAIL FIRE DEPARTME� 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 VAIL FIRE DEPARTMENT • NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Job Address: 621 FOREST PL VAIL Location.....: 621 FOREST PLACE Parcel No...: 210107215002 Project No : �� G �� -� OWNER GLENDORE DEVELOPMENT INC. 06/07/2007 ATTN: JERRY HARRIS PO DRAWER 2072 LONGVIEW, TX 75606 APPLICANT WESTERN STATES FIRE PROTECTI06/07/2007 CONTRACTOR 7026 SOUTH TUCSON WAY ENGLEWOOD CO 80112 License: 338-5 WESTERN STATES FIRE PROTECTI06/07/2007 7026 SOUTH TUCSON WAY ENGLEWOOD CO 80112 License: 338-5 Desciption: INSTALL FIRE SPRINKLERS Valuation: $62,527.00 Permit # Status . . . . Applied . . : Issued . . . Expires . .: F07-0035 �a� - 02� ISSUED 06/07/2007 06/19/2007 Phone: 303-792-0022 Phone: 303-792-0022 +s********ss+f*+****+��***�*ss**st*ss**s**►s***�s*tr***s*►*�r**s***ss FEE S UMMARY ****s*****++*s�**►s**s**+*»e�**�*ss**►ssrs*+t*sa**ss�**fsss* Mechanical--> $ o. o o Restuarant Plan Review--> $ o. o o Total Calculated Fees---> Plan Check--> S 3, o o �. a o $ 3 5 0. o o DRB Fee--------------------> $ o. o o Additional Fees----------> $ o. o 0 Investigation-> $ o. o o TOTAL FEES------------> $3, 007.40 Total Permit Fee----------> $3, 007.40 W il I Cal 1----> $ o. 0 o Payments-------------------> S 3, 0 0 7. 4 0 BALANCE DUE--------> $0. 00 as*ssst**s***.***se�s.*s*t*ss****s■*�*�s**.s*�s*******sst*ss*�►s:*.*►■.**■*.****as*s*+�s.�*s*sr*.s**sr**s.*:s.*s****�s*s.***�s**.�**as*:*.**.s�:* Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 06/14/2007 JJR Action: AP Approved as noted: l. Concealed spaces containing electrical appliances shall be sprinklered. 2. Storage beneath stairs shall be sprinklered. CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *#i#t###*##*#R#�F#t#*#R###**####t###t#i###*##t#R#*#t####*i####*#*##�##t+k*f�i�Rt+k#�k#####*#*#####t#t*#h#i##*k####�k#*�F#�i##t###��F#t####*i##*##*t*#R##i DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. e • REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2135 FROM 8:00 AM - 5 PM. / � A , . OF OWNER OR C�ITRACTOR FOR HIMSELF AND OWNER • i �***********************************************************�************�****************�* TOWN OF VAIL, COLORADO **s*********�******��**�***********�*********�*�****************�***�*�****r******�*********ment Statement Number: R070001016 Amount: $3,007.40 06/19/200702:43 PM Payment Method: Check Init: DDG Notation: WesternStates Fire Protection 106395 ------------------- ----------------------- Permit No: F07-0035 Type: SPRINKLER PERMIT Parcel No: 2101-072-1500-2 Site Address: 621 FOREST PL VAIL Location: 621 FOREST PLACE This Pa Total Fees: $3,007.40 yment: $3,007.40 Total ALL Pmts: $3,007.40 Balance: $0.00 **************************************************************************a***�************* ACCOUNT ITEM LIST: Account Code-_--_--- Description Current Pmts ------------ ------------------ ------ P 00100003111100 SPRINKLER PERMIT FEES 2,657.40 PF 00100003112300 PLAN CHECK FEES 350.00 ------------------------------------------- • � S�°/2o� 7 / APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI Project #: Q� ' Q�' j�„� �' o Building Permit #: - v Z(jj"'� �� a �3� Sprinkler Permit #: �`�'�— 970-479-2135 /ns ection �WNOF�AIL � TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal and 75 S. Frontage Rd. must include the following. Permit application will not be accepted ' Vail� Colorado 81657 without this information: • A Colorado Registered Engineer's stamp or N.I.C.E.T. Level III (min) stamp. • Equipment cut sheets of materials. � Hydraulic calculations. • A State of Colorado Plan Registration form. � • Plans must be submitted ay a Registered Fire Protection Contractor. t t-ire 5prinkler Contractor. ��%�(�i'�t ��S �//'2 /�� E-Mail Address: Le�. �� Contractor Signature: , Parcel CONTRACTOR INFORMATION Town of Vail Reg. No.: Contact and Phone #'s: 33� �S Le; 7-.� 30 3 �4a ��z GUS�P U S . COMPLETE VALUATIONS FOR ALARM PERMIT (Labor � Materials) Fire Sprinkler: $ � *1' � s"2 , °7-�'lSdv Z at Job Name: ��1 � �-��,,es� �p��- . L ,� Legai Description Lot: 2 Block: Filing: Owners Engineer: Location of work: (i.e., floor, unit #, bldg. visit Jub Address: �Z� Parcel �i'i'S� ��ace Subdivision: Fo.-,�� /�0 3796 �lvv,� , Cv � Phone: Phone: Detailed descriptio� f�r�. h ` ,:�.e ��,,�,�i� Work Class: New ( Addition ( ) Remodel ( ) Repair ( ) Retro-fit ( ) Other ( ) Type of Bldg.: Singl amily (�) Two-family () Multi-family () Commercial () Restaurant () Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Does a Fire Alarm Exist: es (') No () Does a Fire Sprinkler System Exist: Yes () o( ) *******�*****�*****�*****************FOR OFFICE U3E ONLY*********************�*************** �� `'f _.�._� . _ . __ /%�� ✓ ��j \\Vail�data\cdev\FORMS\PERMITS\S PRKPERM. DOC BY: — ►'. /1, ,(�Cvz�P�a��-ri �ide; � �ss� �S. a u9y �i18: - i .ly� v� TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 Job Address: Location.....: Parcel No...: Legal Description: Project No : �ARTMENT OF COMMUNITY DEVEL�ENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT 621 FOREST PL VAIL 621 FOREST PLACE LOT 2 210107215002 ��6s- a �c i � OWNER GLENDORE DEVELOPMENT INC. ATTN: JERRY HARRIS PO DRAWER 2072 LONGVIEW, TX 75606 APPLICANT WESTERN FIREPLACE SUPPLY, 1685 PAONIA COLORADO SPRINGS COLORADO 80915 License: 323-M CONTRACTOR WESTERN FIREPLACE SUPPLY, 1685 PAONIA COLORADO SPRINGS COLORADO 80915 License: 323-M 05/11/2007 Permit #: Status . . . . Applied . . : Issued . . . Expires . .: IN05/11/2007 Phone: 668-3760 IN05/11/2007 Phone: 668-3760 Desciption: INSTALL FIREPLACES: (1) CHIMNEY FOR MASONRY FIREPLACE, (1) EXCLAIM 42 FIREPLACE WITH GAS LOG SET, (2) ESCAPE DV APPLIANCES, (3) CRESTFIRE ELECTRIC FIREPLACES Valuation: $26,614.56 M07-0075 �a� � 2� ISSUED OS/11/2007 06/12/2007 12/09/2007 w I Fireplace Information: Restricted: # of Gas Appliances: 0 k of Gas Logs: 0 � of Wood Pellet 0 #ft#�R#4�F#tft#rt4###;4#*###i�F#t##f######;#4####t#**R*#R#**tt##7####### FEE S UMMARY ***+st**�fss*�s*a**tss**s****s�*t**t�►**ss**as�a*as*a**s*s*� Mechanical---> $ 54 0. o o Restuarant Plan Review--> $ o. o o Total Calculated Fees---> Plan Check—> 56�8 • o0 $13 5. o o TOTAL FEES------------> $ 6 � 8. o o Additional Fees-----------> $ o. o 0 Investigation-> $ o . o 0 Total Permit Fee----------> $ 6 � 8. o 0 W ill Call---> $ 3. 0 0 Payments------------------> $ 6 7 8. 0 0 BALANCE DUE--------> $ 0. 0 0 ##tttR#*i####*4##*###�F####*##�t#R*###�F#i�###tt�F#�Rt#i�F##*####�F►##k###rt########�F##►*###i###t###M#i##�##M##*#t#######it###i}f##�F##+Rk*R#f###}#tt#t#tt# Item: 05100 BUILDING DEPARTMENT 05/24/2007 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG )• COMBUSTION AIR • IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 � • (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. ##�f�#####Rfit##t#*t#�t#tR##tt##t#iR####M#4*#�i*###4####k##RtR####k##t###it#*t###tkt###t##t#4*##1*M###i�##t#*##if#*##*#*t*###*###ft#4�tM###it#tfR DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review , approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN,4pVAT�(�E �Y TELEPHONE � 4a9-2149 QR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGN7�"I`�R�S( F OWNER OR CONTRACTOR FOR HIMSELF AND OWNER e � ***************************�********�*****�****�**********************�****�*************�** TOWN OF VAIL, COLORADO Statement ***�*************«*«******«*************:**************************r********r********�****** Statement Number: R070000947 Amount: $678.00 06/12/200710:40 AM Payment Method: Check Init: JS Notation: 1636/YOLONDA MEDINA ----------------- ------------------- Permit No: M07-0075 Type: MECHANICAL PERMIT Parcel No: 2101-072-1500-2 Site Address: 621 FOREST PL VAIL Location: 621 FOREST PLACE LOT 2 Total Fees: $678.00 This Payment: $678.00 Total ALL Pmts: $678.00 Balance: $0.00 *************************s****************************************************************** ACCOUNT ITEM LIST: Account Code _-_- Description Current Pmts ------------------------------ MP 00100003111100 MECHANICAL PERMIT FEES 540.00 PF 00100003112300 PLAN CHECK FEES 135.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ---------------------------------------------- � � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN�gQ (�� TOV Project #: � ��`� �i Buiiding Permit #: �' � � Mechanical Permit #: '-� %s �� ' 970-479-2149 (Inspections TOWN OF VAIL MECHANICAL PERMIT APPLICATION I 75 S. Frontage Rd. Permit wili not be accepted without the foilowing: �, Vail, Colorado 81657 , p ��o�� MAY 1 1 2001 E-Mail Address: Contractor Signature: Provide Mechanical Room Layout drawn to scale to include: ❑ Mechanical Room Dimensions o Combustion Air Duct Size and Location ❑ Flue, Vent and Gas Line Size and Location o Heat Loss Calcs. o Equipment Cut/Spec Sheets CONTRACTOR INFORMATION ITown of Vail Reg. No.: Contact Person Fax#: Q 7r� Phone #'s: COMPLETE VALUATION FOR MECHANICAL PERMIT (La6or & Materia MECHANICAL: $ �� (� � r,ontact Eag/e CountyAssessors O�ce at 970 3� Parcel # Job Name• Legal Description Lot: Block: Filing: Owners Name� Addres . � Engineer: qdrirPS�. escription of work: 8640 or visit www, eaQ/e-countv, com for Pa�ce/ # 1 Job Address: � �_��k, Subdivision: Phone: Phone: � �,�. �rr�I��(-1. (�lG��a�n, ��S-�f Work Class: New ( V}' Addition ( ) Alteration ( ) Repair ( ) Other ( ) � , Boiler Location: Interior () Exterior () Other () Does an EHU exist at this location: Yes () No () Type of Bldg: Single-family ( Vf Dupiex () Multi-family () Commercial () Restaurant () Other () No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No e of Fireplaces Existinq: Gas Appliances () Gas Lo s( ) Wood/Pellet () Wood Burninq () No/Type of Fireplaces Proposed: Gas Appliances (rj) Gas Logs (�) Wood/Pellet ( �) Wood Burning (NOT ALLOWED) 1s this a conversion from a wood burning fireplace to an EPA Phase II device? Yes () No () *********** � 8/ l� ***********FOR OFFICE USE ONLY***********************�� F:\cdev�FORMS\PERMITS\Building\mechanical_,permit 11-23-2005.DOC 11/23/2005 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location.....: Parcel No...: Legal Description: Project No : NOTE: • DEPARTMENT OF COMMUNITY D�ELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT 621 FOREST PL VAIL 621 FOREST PLACE-LOT 2 210107215002 '��'�5�6`-(1� OWNER GLENDORE DEVELOPMENT INC. ATTN: JERRY HARRIS PO DR.AWER 2 0 7 2 LONGVIEW, TX 75606 APPLICANT R& H MECHAI�TICAL LLC PO BOX 810 EAGLE CO 81631 License: 184-M CONTRACTOR R& H MECHANICAL LLC PO BOX 810 EAGLE CO 81631 License: 184-M 04/25/2007 Permit #: Status . . . . Applied . . : Issued . . . Expires . .. M07-0059 jj�� 0�05 ISSUED 04/25/2007 04/25/2007 10/22/2007 04/25/2007 Phone: (970) 328-2699 04/25/2007 Phone: (970) 328-2699 Desciption: INSTALATION OF RADIANT HEAT, VENTING, SNOWMELT, A/C AND HUMIDIFICATION Valuafion: $300,000.00 Fireplace Informadon: Restricted: # of Gas Appliances: 0 t� of Gas Logs: 0 !f of Wood Pellet 0 **********�********r**************************�***�***x�*********** FEE SUMMARY ****x****�*********x*********�****************************** M��1---> $6, 000. 00 Restuarant Plan Review--> $0. 0o Total Calculated Fees---> $7, 503 . 00 Plan Check---> $i, 500.00 TOTALFEES---------> $7, 503.0o Addirional Fees-----------> $o. 00 InvestigaROn- > $ 0. 0 o Total Permit Fee---------- > $ �, 5 0 3. o 0 W ill Cail----- > $ 3. 0 0 Payments------------------- > $ 7, 5 0 3. 0 0 BALANCE DUE---------> $0. 00 ***�:s*****r****t**s*****�***s******s****************m*************�*�s******************�:a**************a****�********�***********�:**********s*** Item: 05100 BUILDING DEPARTMENT 04/25/2007 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE �03 IFGC.. Cond: 31 • (BLDG.); BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FL OORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECiiANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DR.AIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. ******�**********s******************:*****:�***�****:*********************************.***********************�*****�*********************«****** DECLARATIONS I hereby aclrnowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVAI�E BY TELEP�I- ONE A�'19-2149 OR OM 8:00 AM - 4 PM. SIGNA'�U�`6F O E OR CONT CTOR FOR HIMSELF AND OWNEF o • ******************************************************************************************** TOWN OF VAIL, COLORADO Statement **************************************************************************************#***** Statement Number: R070000551 Amount: $7,503.00 04/25/200711:14 AM Payment Method: Check Init: DDG Notation: R & H Mechanical 18932 -----� ----- --------------------------------- Permit No: M07-0059 T e• MECHANICAL PERMIT Parcel No: 2101-072-1500-2 Site Address: 621 FOREST PL VAIL Location: 621 FOREST PLACE-LOT 2 Total Fees: $7,503.00 This Payment: $7,503.00 Total ALL Pmts: $7,503.00 Balance: $0.00 *************************#****************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- MP 00100003111100 PF 00100003112300 WC 00100003112800 Description Current Pmts ----------------------------- ------------ MECHANICAL PERMIT FEES 6,000.00 PLAN CHECK FEES 1,500.00 WILL CALL INSPECTION FEE 3.00 ------------------------------------------------------- : , . :, .;: .. . ; �`��'P�CA7iQN. WILL NOT BE ACCEPTED IF INCOMP � OR WNSxG ' � �yect #: ��5�'d� � ,� � � Buitding Permit #: - � . � . �� *` � Mechartical Per.mi� #: � �' �NOF ��L . 970-�79-2149 .(Inspection ' .� � . fOWN OF YAIL ECHANICAL PERMTT APPLrC 75 S. �ron�ge R�, � , � Permit witi nat be acce �N Vail, Colorad0 ' 8165T Pted with0ut the � � — � � �'� I � � ��1'I��" �_� i i 1 ' P vide Mechanical Room Layout drawn to scalet i� ude: , � MechaNcal Room Dim � � '; � ensions I� ' • ;� Go.mbustioh Air DucE 5ize and location .�'j.�z '' � W AP� 2� 2001 i �, � . ''.''t� Flue, Venti and Ga s U n e S i z e a n d L o c a b o n � Heat'Lo � .j , s s � a l c s. T(�Ir'V�� C� ��',� I L� ,� , � Equipmeqt G1it/Spec Sheets � -�#***#�k*#�K*=k*�K�Ic***�k�k�k�k** � ��va�n��a►�a�r•i... .a�EAL z L l '� NiPE12M,�oc \ OFFICE USE ONLY***************�x*�*******,�*** il�ww:.�:e�!_—a._�.._..w ...... __. . __ . _ �� 1d�INdH�3W H'9� Wdl l �� ,,LOOZ '�bl 'adb' � � � ° � . . Hcat Loss Cal�ul;a�onr U-Values: R-1��.0�0 , � R-19=.052 f�-30=.0�3 R-2.8=.357 Arer� S : Ft. R-Valuc Floors �~�'" �A �r Re uired Oul ut BTUIH' 3sz�u, �� q � o� ' o�' 3 � D" a-�, s� -�." ��►�� , i �3 0 , 0 3 � 3 Walis ' . �' gDt� �� . %�d' // . . � �05�- �� '6 " w�ndows j � • S� —`—�`--- �/ ,G � �� . � infiltra►ion � � OC� � D a , , i�an ' �,s" �.� JO" 2 S Conlractor; � $ � � BT'U/H Out ut Add�css: Ba , 3 , I98 3 Addres�; EfficienC : � � � � Z- Altitu • j�j Phone; %- . �� 2 de: Z. �. g Tot�l Job Nam�; L;:T 2 _ [3TU�H tn ut R�d; Address: �� `— �� Gara e; ' . Permit #: � ' Snowmelt: - ^ - _ Total BTU/H: � -� � c�� . '�io0 -----_� � Z� I `� ,_� ' ,! -� 'q�, i ;� § _� ,; , '�I� ' ; APR 2� 1001 �; i ,� ,� I � ��v�� >�� , --�-W.-�...�.��:� � �d cz<< ��N ,� � � 1d�INb'H�3W H'�N Wd l l� ti LOOZ 'tiZ 'a dd ,, , � � � _ - ' ��ia.n�' � �v�,Um�� ' � . Fdr h,� D��t.r�ay ��.v� '��,�tu��,-�;r _ _ _ ___ _ 1 ' . � . . _ _ . . . . . _ . . . _ _ . . _ .. . . � � � ^y. ' . . . • , . .. 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THE FINAL .AIR DI9TRIBU770N S�i'� M�A3UREMF•NTS A�lE IN CO�I.L�1�iC$ �iRT�I NEHB PR4C�DiTRAL STAxbwRD3 FOR TE,STIlYG, .�Ji16'I'ING AND BALANG7NG OF E1+1v1.RONM�N"fAI. BY9'i`E11� At�fi'i� Pit(),TECT SPFfiIFit'ATTQNS. ' CERTI�'IED BY:_ DA'f�s $ ��"�'�"�, ...�- THI� FIN�1L. aYp1tONIC DISTRIBUTION S'YIRTSM M�A9UREMENT� ARE � CUMPI,IANC� WITB NEB$ PROCEDURAL STAI�IDARDS �R TESTING, ADtJSTIIVG A�ND gALANCING OF E1WQtU1�tN�NTAL SYSTLMS AND T� �Rt7JECT SPEC�+'ICA7'XUlYS. C�RT�FIED $'Y: ' DATT; H-VAC, tNC. WAiZRNATS TNA7' THE AIR AIVD FiYDRON�C SYSTEM EVALUATED DURING THIS St1[tVEY IS OPERATINCir AT T�iE S�ECIF[ED LEVELS AS 4H4WN'DV11'l�TT THtB �tEPO�i'I', AT AND pNLY AT'1'I�xS TI'�. M-V�1C M.4KES NO OTHFR RrARRANTICS, STATED OR I11�Li$D, CONC`.ERIVING THE CON'Z'IU}3D p�RFpRMq�iCE. UPERATXaN UR 3AFFTY IN TI� USE OF THIS �QU�t+�Nx P.A,SS THi3 TIME. �.Ve _ COk�� @� � �A / �� , � i �4. ��' a. P. 3/1 p . 3 � ""'Aug. 29. 2008' 9:51AM R�H MECHANICAL . , � __ -VAC. IIV C. 970926050:No. 4111 P, 4/7 p- 4 � �►IR TERMINAL TEST REPORl' PRaJEGT: �F�r Rn SYSTEM: �� o�AT �.ncl'rctt�u --- ---- - - - - - —,------ _ : � - - - - --� � 0��;��i0 ; • - a � �� I �� r��r, a�a�m�� r� ��; � - ��,�� m��r�r � i - _ �' - r;�l�;��;��; c�m��;�r �� : � � � - = � ��rr �� r�� . � ��;�� , � -��r �� a� �� . �a�� ■ : �� ,�m�� r �r� � �� -�� s ri� - ��...�+� �� r . . - ;�r��;�� r� � � ;�� .,, �� • �� I �� r r� ��;�r r�� r �� rr r��r� r��r�,�� r� �� i�� r� �� r �r� ;�r�� r�; ��■ �w rs� �� r� ��r�� r� r� rr �r� ■ � _. _ _ _ _ _ __. s� ��.�� _ NOTES PAGE: "� Aug 29 2008� 9;51AM R�H MECHANICAL � o H�VA�,1 N G. 9709Z60503N0. 4771 P, 5�] P' S • AIR TERMINAL T�ST REPORT PROJECT: �7 FOIt�sT �tn. SYSTEM: �$TB� STIJDY - � ____ -- - ---___ -- -- -- -- - - 1 ------ ___ __ -- ------- . . �. C ; T - -- -- ��j�� . I� ��1 , �� ' � � ��i��;�� '��,�� Q�j�� . . i�E�i:�� j��aC��j .��l;�� Q�; . . ��a� �m� ��, . . . - I �aa��s■�� . . � - - � � �� s� : . - � � -�� - r��r��a�■� �r��w�� ■ �� : . , �� • ��r�, �� , ��;r�� r� ��r�! ��r � w��l��w �� r�r �r �� w��;�■�� ■rr■■�� r�■�� , �rr� �� r� ��, r�r� �i■■� �r�� r�w �� w ��,�r � _ ___�� rr r�� NOTES PAGE' ""Aug• 19. 2008 9:51AM' R&H MECHANICAL � 1-1-VAC 1 N C. 9�oszsasoNo. 4771 p. 6/7 p• � � � AIR TERMtNAL 7EST REPQRT PRO.�ECT: ez+ Ro�sr �. SYSTEM' 2ND FLR REC RM. - ------- T�.�_ �- ---- --� - - �------,-- - - � - - � . : � �.� -�--- �-----� ; + ' 0�� m '' " '�� . � �rr�� r � � �v��a�� _ � � �� . ��c�,r� _. . - . ; ; �a� �� ;�� . . , �a��■■�,�� r�� _ _ .. �� ;�� '�� , �� . , , �0 �� . �� . ;�� r� �� r�� r�,,��,�� (�� r��..� rr�� ;�� r�� ■�, � �� i �� ,�� r�� i � �;�� ' l '�� i �� ;�� ! �� ;r��ir �r�r rr� r�r ��■�r� �� w� � �� rw�;� ;rr��r �� ;�� ______ _� 1��r� �■� ��, ___ ►�rFs PAGE: "'Aug. 29. 1008' 9:51AN� RB,H MECHANICAL � � _ -vAC. � N�. - y��uazbuSU:No. 4111 P. 1/1'°. � � AIR TERIVIINAL �r�sY aEPORT PROJECT; �9 ROREST RD T SYSTEM: ZND FLR WESY BsMrsrA ----- -r-- -- — - __ _ --- - � - , - -- -_ _ - .-:,� -- � • • � ��I�� i-_ ��_� , ;��vwr�r� �m� �rr : . : � �a�� . . � ��v��a-�� : . a�m�� w�� a�ai�� : . �-- . . �� , �m��,r� �a� ��; : . � I ��,�� ;�� _ i ��i��i�� F�;�� - ��i�#�,�� EE�i�r � �� r�;�r ��r�;� ... � ;- ��; ; ,��r� �� r� ��,r� �r� ��; � �� r�; � � � �r �� ' �� r�,�� !�� r �� r �� w�;�r �� r�■■� � �w�� ;� �� r� �� r� r� �� __ _ i�_ __ __ __ �.��rrr�� __ _ NOTES PAGE� .Rug Z9 2008 4:26PM H�VAC� 1 N C. - H-VRC,INC. • 97092605�2 • AIR TERMINAL TEST i�EPORT PROJECT: . Z6 1 FOREST RD. SYSTEM; MEDIA RO M - . . m� r � m� �� m� �� _ _� � . ■� �� _� • , ��- _- _� �� r . �� o■a��■� �� ■�■ rm� . . �■■� r-�� r • . _ . � - = � �� ■r r� . . �m■�r� ■�r �� r��a _ . �a�■�� : . Esa��a� �� = . ��■■�■��m� = . �� ■��m� . . �� rr r��r �� r r� rr �� ■r� r�■ �� ■■� �� r■r �� r■■�■�■� �� r �r� �r�� r� �� ■■�� ■■ �� ■■■� ��r��r�r� ��■ ■�� ■� �� r� rrr��r ��r �� r �� r�� ■� r■�r �� r� r� �� r� �r�� r� NOTES Pa�E: p.2 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location.....: Parcel No...: Legal Description: Project No : • DEPARTMENT OF COMMUNITY D�LOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT 621 FOREST PL VAIL 621 FOREST PLACE 210107215002 � �i "3b5 -b � � ( 3 OWNER GLENDORE DEVELOPMENT INC. ATTN: JERRY HARRIS PO DRAWER 2072 LONGVIEW, TX 75606 APPLICANT AVON PLUMBING & HEATING PO BOX 8701 AVON CO 81520 License: 314-P CONTR.ACTOR AVON PLUMBING & HEATING PO BOX 8701 AVON CO 81520 License: 314-P Desciption: PLUMBING FOR A NEW SFR Valuation: $73,000.00 04/17/2007 04/17/2007 04/17/2007 Permit #: Status . . . . Applied . . : Issued . . . Expires . .. P07-0033 � -a�o� ISSUED 04/17/2007 04/ 17/2007 10/ 14/2007 Phone: 970-748-0944 Phone: 970-748-0944 Fireplace Informadon: Restricted: ?? !1 of Gas Appliances: ?? # of Gas Logs: ?? # of Wood Pallet: ?? ******************s*******a*s**************m*********s*a******�****** FEE SUMMARY *x******xx************t**�***M********************a*s******* Plumbing---> $1, 095.0o Restuarant Plan Review--> $0.00 Total Calculated Fees---> $i, 371.75 Plan Check---> $273 . �5 TOTAL FEES-----------> $1, 3�1. 75 Addidonal Fees-----------> Investigation-> $0.00 Total Permit Fee----------> 50.00 Will Call-----> $3 . 00 Paymenu-------------------> $1, 3�1. 75 ***s****ss*r****s*****�*s*��***�*****t�***********�******************�********************** B ** ** ** D* ******* �***rt*************o *��*�**s**** Item: 05100 BUILDING DEPARTMENT 04/17/2007 CG Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 � (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *************«**********�*************:******�**********�****�*************************#**********************�******************************�*** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION S L BE E TWENT HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. • �%��(/ � ' � 7' �� • � ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************#************************* Statement Number: R070000491 Amount: $1,371.75 04/17/200702:13 PM Payment Method: Check Init: DDG 4079 Notation: Avon P & H ----� -------------------------------------- Permit No: P07-0033 T e: PLUMBING PERMIT Parcel No: 2101-072-1500-2 Site Address: 621 FOREST PL VAIL Location: 621 FOREST PLACE Total Fees: $1,371.75 This Payment: $1,371.75 Total ALL Pmts: $1,371.75 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- PF 00100003112300 PP 00100003111100 WC 00100003112800 Description ------------------------------ PLAN CHECK FEES PLUMBING PERMIT FEES WILL CALL INSPECTION FEE Current Pmts 273.75 1,095.00 3.00 --------------------------------------------------------- o � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG�pIq� �� - a� r3 Project #: I ��s�� Building Permit #: -06- bZOS �tt� � O� Plumbing Permit #: . � 3 �� t�, � 970-479-2149 (Inspe ions) 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL PLUMBING PERMIT APPLICATION CON�'RACTOR INFORMATION Plumbing Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: Avor� �..uKgiNG. lne. 314- � M�o '�4g -o�i44 � �j- E-Mail Address: mario @ avonpt,un� bers .C.och Fax #: -74$-pq,cF� Contractor Signature: � , �� l- COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) PLUMBING: $ 73.00�0.°p Contact �� **************************�***�********FOR OFFICE USE ONLY****************�******************** � �I• � � �� F:\cdev\FORMS\PERMITS\Building\plumbing_permit_11-23-2005.doc Page 1 of 1 11/23/2005 F -- •i .. Y . � 09-18-2008 Inspection Request Re orting Page 3 8:19 am Vail, c' r�fi, n Requested Inspect Date: Thursday, September 18, 2008 Assigned To: JMONDRAGON Inspection Type: BLDG Inspection Area: CG Site Address: 621 FOREST PL VAIL LOT 2-621 FOREST PLACE A/P/D Information Activity: B06-0205 Type: B-BLD Sub Type: NSFR Const Type: 101 Occupancy: 19 Use: VB Owner: GLENDORE DEVELOPMENT INC. Contractor: OLSON & SONS CONSTRUCTION, INC. Phone: 926-3289 Description: NEW SINGLE FAMILY RESIDENCE FOR LOT 2 Re u ted Ins ecti : 540 BLDG-Final C/O Re estor: OLSON 8 SONS CONSTRU ION, INC. Assi d To: JMONDRAGON • Time Exp: _ Insaection Historv Item: 501 PW-Temp.access/drain� Item: 502 PW-Rough grade Item: 503 PW-Finai drivewa�r grad� Item: 10 BLDG-FOOTING * Appi 10/06/06 I nspector: Comment: Marked on 10/31/06 Ins ector: Comment: PA�TIAL li 12/15/06 Ins ector: Comment: K �AD ON CENTEREI 12/18/06 Inspector: Comment: CORRECT 12/27/06 Ins ector: Comment: 3 �OOTIN( 06/15/07 Insp ector: Comment: INSTALL U 06/18/07 Inspector: Comment: CORRECT Item: 20 BLDG-Foundatinn/Stpo� Comment: 10/27/06 Comment: 11 /09/06 Comment: 11 /20/06 Comment: 12/27/06 Comment: 01 /04/07 Comment: 06/26/07 Comment: Item: 21 PLAN-ILC Foi Status: ISSUED Insp Area: CG Requested Time: 08:00 AM Phone: 390-7303 -or- 926-3289 Entered By: DGOLDEN K l� �,�G �** Action: PA PARTIAL APPROVAL �HN �nspected. Correction made in footing� sizes. Action: PI PARTIAL INSPECTION •CTION FOR FOOTING AT BASEMENT LEVEL NEAR GARAG . f SIDE REQS 3" CLR�tTO �EARTH.�CORREC�TN OWERI #b BAR TO BE DER WALL AND TIE DOWELS. Action: PA PARTIAL APPROVAL MADE. �� Action: AP APPROVED PADS AND DRIVEWAY SITE WALL FOOTING. GCD/MG Action: CR CORRECTION REQUIRED GCDHTS )NS MADE. Action: AP APPROVED "` Approved "* nsc Action: NR NOT READY FOR INSPECTION ry�� Action: PI PARTIAL INSPECTION �eJtEC on wall reinforcement.is ok Action: PA PARTIAL APPROVAL t wall s-w corner cdavis Action: PI PARTIAL INSPECTION �ection noted on field drawings. Per approved drawin s iEG Op NDATION WALL AND RETAINING WALLS �S�HL IGHTED ON PLANS. YGCD INING WALL WEST SIDE AND 3 PIERS EAST SADE. ,� ��,�, , Action: AP APPROVED "* Approved "" REPT131 Run Id: 8459 ❑ 18-2008 Comment: Item: 30 BLDG-Framir 05/02/07 Comment: 05/11/07 lns ector Comment: IT�M 1 DET, 10/31 /07 Ins� Comment: dra inst nail fire: stra nail ro� ran lag Inspection Request Vail_ C[) _ C_i* .. e.,...,..,,.a .. E Action: PA VED FROM ENG. ITEM �Y 7, 2007 INCLUDE WI �topping missing on drops, chases and top I missing nail pfates on plumbing. JI hangers where missing. �p fireplaces at ceiling level. plates where cut by trades. ay corners 2' oc at 45 connections. ie access for power vents to dryers. � in attic acccess 22" x 30". �It 4 ply truss in garage per design. ❑ rting 11/02/07 Inspector: NSC Action: AP APPROVED Comment: Corrections were made. Item: 22 PLAN-ILC FRAMING "* Approved "' 09/04/08 Inspector: bgibson Action: AP APPROVED Comment: Item: 50 BLDG-Insulation '• Approved ** 11/12/07 Inspector: dplace Action: DN DENIED Comment: remove kraft paper and loose insuation from fireplace chase. 11/16/07 Inspector: sgremmer Action: AP APPROVED �,......,.,..... Item: 60 Comment: 12/18/07 Comment: Item: 70 BLDG-Misc. 07/27/07 Comment: 04/29/08 Comment: Nail ** Approved '* TH�REQUESTED AP A Page 4 N REQUIRED ING WALL. I PLANS PROVIDE REVISION. TIONS FOR LOCATION SHALL BE 'PROVAL ROM ENG. ITEM 3 REVISED PLAN �NS PRIOR TO FRAMING. �N REQUIRED Action: NR NOT READY FOR INSPECTION Action: COND APPROVED/CONDITIONS �P BRD IN ATTIC AT GARAGE SEPARATION WALL. �NEL IF ATTIC ACCESS IS IN FIRE RATED WALL N GARAGE WITH 5/8" TYPE X _S IN GARAGE SEPARATION WALL � UNDER STAIR LOWEST LEVEL TO MAINTAIN CLEARANCES. Action: AP APPROVED 7303 THE ELECTRICANO�NO BIEICALLING IN FOR A BONDING E E PERMIT Item: 90 BLDG-Final �� -' -� ' �v.. `��. � � . . Item: 532 PW-TEMP. C/O ** Approved "" 08/28/08 Inspector:, cdelles Action: AP APPROVED Comment: Town engineer needs to sign off on drainage ditch on west lot line prior to C/O Item: 533 PLAN-TEMP. C/O `* Approved *• 08/19/08 Inspector: bgibson Action: AP APPROVED Comment: landscaping not completed Item: 530 BLDG-Temp . C/O 09/04/08 In�sp ector: GCD Action: CR CORRECTION REQUIRED Comment: OK FOR TCO 1.DECK GUARDS LESS THAN 36" MIN 2.FINISH FLOOR IN EXCERSIZE ROOM TO STAIR FLIGHT TO BE 7 3/4" MAX RISE. 3.BACK STAIR 2nd FLIGHT OVER 7 3/4" MAX RISE, AS BUILT IS 8" AT LANDING. Item: 539 PW-FINAL C/O ** Approved "* 09/11/08 Inspector: cdelles Action: AP APPROVED Comment: Item: 537 PLAN-FINAL C/O "' Approved "" 08/19/08 Inspector: bgibson Action: DN DENIED Comment: landscaping not completed 09/09/08 Inspector:. Warren Action: AP APPROVED Comment: Landscapmg completed Item: 540 BLDG-Final C/O Item: 560 ELEV-Final ** Approved ** 09/11/08 Inspector: MH Action: AP APPROVED Comment: REPT131 Run Id: 8459 �.��,. � u 0 � 09-18-2008 Inspection Request Re orting Page 4 8:19 am Vail, (`n C�t" n 09/04/08 Inspector bgibson Action. AP APPROVF� (�nmmcn}• Item: 30 «. n.,.,�,,.,ea «* Comment: 1.1 2.1 3.1 L 05/11/07 Ins ectorv�GCD^�v �rr«vvcu Mf11VrytK. Action: PA Comment: IT M 1 DETAIL RECEIVED FROM ENG. ITEM FROM BOYLE ENG MAY 7, 2007 INCLUDE WI 10/31/07 Inspector: dplace Action: CR Comment: draftstopping missing on drops, chases and top install missing nail pfates on.plumbing. nail TJI hangers where missing. firestop fireplaces at ceiling level. strap plates where cut by trades. nail bay corners 2' oc at 45 connections. provide access for power vents to dryers. frame J' ttic acccess 22" x 30". lag"6oI�p.T"'y trasS in garage per design. 11/02/07 Inspector: NSC Action: AP APPROVED Comment: Corrections were made. Item: 22 PLAN-ILC FRAMING ** Approved ** 09/04/08 Inspector: bgibson Action: AP APPROVED Comment: Item: 50 BLDG-Insulation "' Approved *" � ;'1 ,�- 11/12/07 Inspector: dplace Ack' n:� N DENIED � Comment: remove kraft paper and loose insuatio ' rp fire lace cha5e: 11/16/07 Inspector: sgremmer •{ A ion' AP �PPROV�D Comment: ; Item: 60 BLDG-Sheetrock Nail *` Approved ** `�''� � 07/25/07 Insp ector: GCD Action: Nft NOT READY 1, Comment: IATH REQUESTED � �n/A�/!�� ____ . . Item: 70 BLDG-Misc. 07/27/07 Comment: 04/29/08 Comment: Item: 90 BLDG-Final Item: 532 PW-TEMP. C 08/28/08 Item: 533 PLAN TEMP. 08/19/08 Item: 530 BLDG Temp� . 09/04/08 DI IF i V REQUIRED NG WALL. �NS FOR�OCATION�SHAL�L BE ROVAL )M ENG. ITEM 3_REVISED PLAN �� ,. ,, f' ,. .. . � PECTION nrrrvwt�� rcuUM GtILWG `� r- C ��: IN GYP BOARD IN STORAGE ROOM UNDER �TAIR LOWES � EVEL edARD AT FIREPLACE STANDOFFS TO MAINTAIN CLEARANr'/� Action: AP APPROVED � , � 7303 THE ELECTRICAN WNO BIE CALLING IN FOR A BO pING E E PERMIT. � *" Approved *" �tor: cdelles Action: AP APPROVED engineer needs to sign off on drainage ditch on west lot line prior to C/O :tor: b ibsonPproved *" 9� Action: AP APPROVED :aping not completed ��w Cc;tor: GCD Action: CR CORRECTION REQUIRED Comment: OI(�FOR TCO 1.DECK GUARDS LESS THAN 36" MIN 2.FINISH FLOOR IN EXCERSIZE ROOM TO STAIR FLIGHT TO BE 7 3/4" MAX RISE. 3.BACK STAIR 2nd FLIGHT OVER 7 3/4" MAX RISE, AS BUILT IS 8" AT LANDING. Item: 539 PW-FINAL C/O ** Approved "* 09/11/08 Inspector: cdelles Action: AP APPROVED Comment: Item: 537 PLAN-FINAL C/O "* Approved ** 08/19/08 Inspector: bgibson Action: DN DENIED Comment: landscaping not completed 09/09/08 Inspector:. Warren Action: AP APPROVED Comment: Landscaping completed Item: 540 BLDG-Final C/O Item: 560 ELEV-Final ** Approved "* 09/11/08 Inspector: MH Action: AP APPROVED Comment: REPT131 Run Id: 8459 � �� 09-18-2008 Inspection Request Re orting Pa e 2 8:19 am g Requested Inspect Date: Assigned To: Inspection Type: Inspection Area: Site Address: A/P/D Information Activity: M07-0075 Const Type: Occu pa�ncy: B-MECH Owner: GLENDORE DEVELOPMENT INC. Contractor: WESTERN FIREPLACE SUPPLY, INC. Description: INSTALL F GAS LOG ; Comment: Thursda� y, September 18, 2008 GDENCKLA CGCH 621 FOREST PL VAIL 621 FOREST PLACE LOT 2 Sub Type: NSFR Use: Phone: 668-3760 Status: ISSUED Insp Area: CG ESCAP\DV�APPLIANCESA(3�CRESTFIRE ELE�TRIC FIREPML4ACES EPLACE WITH WESTERN FIREPLACE SUPP Y, INC. GDENCKLA .. . �__ RR . Fn e Exp: ,unn z 51DED FIREPLACE HEN DIDN'T LIGHT LIGHT Requested Time: 10:30 AM Phone: 668-3760 -or- (970) 827- Entered By: DGOLDEN K /�' v Inspection Historv Item: 200 MECH-Rou h ** 08/24/0� InsPector: GCD Pproved ** Comment: 1.2' CLR TO VENT MID LEVEL UNITction: CR CORRECTION REQUIRED 2.DRAFT STOP REQD AT FLOOR �IRES) 3.PROVIDE INSTALLATION INSTRUCTION FOR ALL FIREPLACES Com�me/�t FI�EPtLACESRROUGH APPROVED.... Action: AP APPROVED Item: 310 MECH-Heating HAT ABOUT THE WOOD FIRE OVENS Item: 320 MECH Exhau�st Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final 08/28/08 Ins ector: GCD Action: CR CORRECTION REQUIRED Comment: 1.�EMOVE DAMPER FROM 2 SIDED FIREPLACE 2.OTHER FP NEAR KITCHEN DIDN'T LIGHT 3.MIDLEVEL FP DIDN'T LIGHT Com�me�08 IT�j�jS 1rNOT CORRECTED Action: CR CORRECTION REQUIRED ALL FIREPLACES WORKING REPT131 Run Id: 8459 r ;� 1 � � 09-18-2008 Inspection Request Re�orting 8:19 am v�� rn _ r►:.., �, Page 1 Requested Inspect Date: Thursda�y September 18, 2008 Assigned To: GDENCKt,4 Inspection Type: MECH Inspection Area: CG Site Address: 621 FOREST PL VAIL 621 FOREST PLACE-LOT 2 A/P/D Infortnation Activity: M07-0059 Type: B-MECH Sub Type: NSFR Status: ISSUED Const Type: Occupa�ncy: Use: Insp Area: CG Owner: GLENDORE DEVELOPMENT INC. Contractor: R& H MECHANICAL LLC Phone: (970) 328-2699 Description: INSTALATION OF RADIANT HEAT, VENTING, SNOWMELT, A/C AND HUMIDIFICATION Reauested Inspection(s) Item: 390 MECH-Final Requested Time: 10:00 AM Requestor: R& H MECHANICAL LLC Phone: (970 328-2699 Assigned To: GDENCKLA Entered By: bG�LDEN K Action: Time Exp Comment: S NEED COMPLETESACANCE REPORT PROVIDE STAMPED AS BUILT DRAWINGS. Commen�1.EQUIPEMTN IN CRAWLSPACE MORE THAN 20 FEET FROM ACCESS. 2.PROVIDE TRANSFER AIR OR SEPERATE EXHAUST FOR SHOWER IN EXCERSIZE ROOM 3.OPEN UP CEILING IN MECHANICAL ROOM TO CHECK BOILER VENTING. PROVIDE LENGTH AND NUMBER OF 90'S. 4.N0 ROUGH MECHANICAL INSPECTION PERFORMED ON HVAC. 5.PROVIDE REFRIGERATION TEST. Insaection Historv Item: 200 MECH-Roug h "" Approved "` 08/29/08- Inspector: GCD .._____. Item: 310 M Item: 315 Item: 320 Item: 330 Item: 340 Item: 390 08/29/08 Comment: Action: AP APPROVED vG GCD pProved '* Action: PI PARTIAL INSPECTION IYDRONICS LOWER LEVEL ONLY 4 MANIFOLDS 100ps�i TEST. -D�R� ER EAST EXTERIOR DECK SNOWMELTP100 #VAL S �RM EAT 100 # AIR TEST n: PA PARTIAL APPROVAL ' HEAT APPROVED Action: AP APPROVED !ON PERFORMED ON HVAC. �n: CR CORRECTION REQUIRED BALANCE REPORT NGS. EXCERSIZE ROOM JG. PROVIDE REPT131 Run Id: 8459