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HomeMy WebLinkAboutB10-0303��'�� Communiry Development Department . -�5 �'outh �'i-ontag��ea� Vail, Colorado USA 81657 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliancc with the various ordinances of the town regulating building construction or use for the following: Name and description ofproject 115 Forest road New single family residence Address of project: 115 Forest Road Vail Colorado 81657 Owner name and address 115 LLC 5910 S University blvd Greenwood Village CO. 80121 IBC Edition: 2009 Occupancy Group(s): R3 "1'ype(s) of Construction: VA Permit Numbcr(s): B10-0303 Occupant Load: Sprinkler System Y/ N Type:_13 Martin �aeberle, ChiefE3uilding O �cia 10/ 30/ 2012 Date 10-29-2012 A/PID Information Activity: B10-0303 Const Type: 101 Owner: 115 CDMPANY Inspection Request Ke�oRing Requested Inspect Date: Inspection Area: Site Address: Type: B-BLD Occupancy. Contractor: BECK BUILDING COMPANY Description: NEW SINGLE FAMILY RESIDENCE Re uested In n s Item: 540 BLDG-Final C/O equestor: BE�CK BUILDING COMPANY C ents: 39 �7256� Assign ' Time Ex Action: P� Item: 538 PW-FINAL C/O Requestor: BECK BUILDING COMPANY Comments: 390-7256 Assigned To: LSANDOVAL Time Ex Action: P� Inspection Historv Item: 10 Item: 20 I � � �� L � CG sday, October 30, 2012 115 FOREST RD VAIL 115 FOREST ROAD Sub Type: NSFR Use: VB Phone: 970-949-1800 - Page � Z �Z � � Status: ISSUED Insp Area: CG Requested Time: 10:00 AM Phone: 970-949-1800 -or- 970-949- 4335 Entered By: JMONDRAGON K Requested Time: 08:00 AM Phone: 970-949-1800 -or- 970-949- 4335 Entered By: JMONDRAGON K _ ��°_ , � /r = �1R� BLDG-FOOTING ** Approved "* 12/29/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED NORTH FOOTING (HIGHLIGHTED ON FILE SET) APPROVED UFER GROUND 20FT REBAR 03/11/11 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: APPROVED FOOTER FOR AUTO COURT ,GRID LINES A-H SECTIONS 7-8 04/18/11 Inspector: sgremmer Action: DN DENIED Comment: Grid lines H and 8 corner soft joint I looked at it per the e�ng ineer drawnings that were provided on site. Those plans have not been recieved by the town of Vail yet. This inspections can be approved after the new submitted plans are a�pproved. 06/21/11 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: FOOTER GRID 8/H S501 DETAIL 08/91/11 Inspector: mdenney Action: PI PARTIAL INSPECTION Comment: 3 footings for bridge. Provide an original copy of Engineers letter changing 1 footing size from 15' by 6' to 8' by 13'. 09/15/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: columns for bridge 10/12/11 Ins ector: JRM Action: PI PARTIAL INSPECTION Comment: FO�TINGS FOR BRIDGE ABUTMENT. 08/22/12 Inspector: JRM Action: AP APPROVED Comment: BLDG-Foundation/Steel "` Approved " 01/06/11 Inspector: nchand Action: PA PARTIAL APPROVAL Comment: 6b to 5h perimeter wall steel Comment: PLANS AS H GH LIGHTED (BLUE) UP TO HE GHT 22 FEET ECTION REPT131 Run Id: 14618 � . �� Q� �,l� . FlNAL FtEP�Ri OF SPECtAL INSPECTIONS ' �f�-D�o�. . Project: � ,�A PeRnit Number: ` r. _.�` Project t�o�cation: l i � �� S�� � . ��. W�' � � � f}Wf1Bf Address Des+gn PFaf�ssional In Charge 11 � � .` � r�'� iL+. � �urv � •7I . ._� _ � Address: 1801 Broadway, Suite 250 Denver Cp 80202 303-575-9510 City: _ _ State: Zip: phone: Fax: 303-575-9515 E_mail: bredwine@rei-structural.com To the b�st of my information, knowledge, and belief, the special ins�€ctions andlor testing required for this praj�ci, have bee�a completed in accordance w�th t.he contract documents. lnterim reports submitted pr�or to this Fina� Report of Special Inspections form a basis for, and are to be consider�d an integr2E part of this finaf repart. Any discrepancies that were noted in all interim reports have been corrected. P�epared ay: Bob Redwine T.._.. �r P�nt Wame _ _. __ . __ _--'----..__ ,� Sig�na3ure 5/6/2012 Dat�? OREG�STcc C`�;��• RE� ••' :p�0 i O�';tu� ��(3 Ztn � p� 'W ��•.°d � ;�'lp��'z� ��:: �.... _:'��.�' Preparers Seal and Signature Required INDEPENDENT TESTING & INSPECTION SERVICES INC. 12084 VASEEN CT. CONIFER, COLORADO 80433 303-674-7560 FAX 303-674-7560 April 11, 2012 Beck Builders Attn: Chuck Coe P.O. Box 4030 Vail, CO 81658 Project: 114 Forest Road, Vail, Colorado ITIS Job No. 080211 Subject: Special Inspection of Welding and Bolting Mr. Coe: ITIS has conducted a review of the inspection file for the above referenced project, and finds all required inspections complete. There are no outstanding conditions, and all required reinspections have been conducted. It is, therefore, the opinion of this inspector that the structural steel was constructed in accordance with the contract documents. David L. Sturgeon President ICC #1138247-85 ASNT Level III �� � \\/ �� I�i��lil��i����N�l� �r���l�T���i � Il�TSPECTION SLItVICLS I�C. 'l2q$4 u4�F..F_t�l CT . CONIFER, COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT Client: 1� Taplan / 115 Carmany ITIS Job No. 080211 Date: 4-3-12 Project: 115 Forest Road Location: Vail, 0� Inspector: ��d L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your conven� e. i _ `'� /��� J� �� ��� David L. Sturgeon %'� President �,,-� ICBO Certified Inspector #1138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & INSPECTION SER�'ICES INC. 12084 VASEEN CT. CONIFER, COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: 1�vid L. Sturgeoci ITIS Job No. �ul Date: 4 3-12 Field Made Welds: X Shop Made Welds: Type of Weld Inspected: Fillet Groove Other Arc Spot a�d HAS - 9KAW.• Type of Component (ie: column, beam, girder, moment welds, etc.) DecldnA and HAS Applicable Code or Standard: AW5 IBC and Proiect Standards AREAS OF INSPECTION Level or Elevation: Auto Cau�t / Fhtry (Ga►eral Notes) Dacldng Attaclment Welds Grid Line Location(s) encompassing the area(s) inspected/tested: Dwg. 5105 Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. �e field welding of the decldns, veri.fied to be 1—�", ZO gage, galvaniz.ed was fauxi confoindng. Level or Elevation: Auto Caut / Fntry 5105 G�eral Notes Ileacled Anchor Studs Grid Line Location(s) encompassing the azea(s) inspected/tested: Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. The HAS �«ere SMAW in lieu of autamtic arc r.elding. 'Ihe wplds size and quality were fovnd confornring. Level or Elevation: Grid Line Location(s) encompassing the area(s) inspected/tested: Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� �owx o� vAa, ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 NEW (SFR,P/S,DUP) PERMIT Permit #: B10-0303 Project #: PRJ10-0195 Job Address: 115 FOREST RD VAIL Location......: 115 FOREST ROAD Parcel No....: 210107113030 OWNER 115 COMPANY 09/16/2010 4960 S LAFAYETTE LN ENGLEWOOD CO 80113 APPLICANT BECK BUILDING COMPANY P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR BECK BUILDING COMPANY P.O. BOX 4030 VAIL CO 81658 License: 117-A Description: NEW SINGLE FAMILY RESIDENCE 09/16/2010 Phone:970-949-1800 09/16/2010 Phone:970-949-1800 Occupancy Type Factor Sq Feet Valuation Additional Amount... 2,929,750.00 Totals... 6,990 $2,949,250.00" Number of Dwelling Units: Occupancy: R3 Type Construction: VB Status . . : ISSUED Applied . . : 09/16/2010 Issued . .. : 09/27I2011 Expires . ..: 04/19/2011 Town of Vail Adjusted Valuation: $2,949,250.00 Total Sq Ft Added: 6990 ...............................<....................,,...,..,.,..,,.,,.........�... FEE SUMMARY .,.>,�..,........_............................,.........,_.....,.....«,...,.R.,. Building Permit Fee------> $12,726.25 Will Call---------------------------' $5.00 Total Calculated Fees-------------> $81,826.81 Plan Check--------------------> $8,272.06 Use Tax Fee---------------------� $58,785.00 Additional Fees-----------------------� ($1.00) Add'I Plan Check Hours-> $990.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES-------------> $81,825.81 Investigation-----------------> $0.00 Recreation Fee----------------> $1,048.50 � $g1,825.81 Pay ments------------------------------ Total Calculated Fees------> $81,826.81 BALANCE DUE-----------------------> $0.00 ..............................«.......,........,........,........�.�.>....,........................,.».>.«.......,.....,.x......>.....,......,,................_............,.....,.... DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the informatior as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. $:oo �R I� PM. N SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM �ntractor J\ Print n ew_co n st ru ct i o n_pe rm it_041908 �j—Z�—� Date +x..x�.x���wx+�++x�+�w++�++xx�w..��*wxx���xw�w.���+x��e.�����*��**x�ew.wx�exf��*x���»�x�+.•xw�w•x�+*w+��+w��+w���xxw���*���*:��w+x��x�x�www�wwxx�ww�x�+x�w�wxf+w�+�r.x��++w��w.��xxa• APPROVALS Permit #: 610-0303 as of 11-29-2011 Status: ISSUED ....................................................................,.,.<..�,,,....,......�.....<...,..,.......................x................,,..............,.......,....,......,,. Item: 05100 BUILDING DEPARTMENT 09/28/2010 cg Action: CR comments sent to applicant 10/15/2010 cg Action: AP APPROVED PLAN REVISIONS ADDRESSING COMMENTS MEP REVIEW INCLUDED WITH BUILDING PERMIT FINAL SPECIAL INSPECTION FORMS STILL MUST BE SIGNED 09/22/2011 JRM Action: AP APPROVED FOR DE WATERING PER CHAD S. Item: 05110 ELECTRICAL REVIEW 10/15/2010 cg Action: AP APPROVED WITH BUIDLING PERMIT Item: 05400 PLANNING DEPARTMENT 10/21/2010 bgibson Action: AP plans routed to Chris Gunion 04/27/2011 bgibson Action: AP Sheet S101 & S107 footer revisions approved by planning. Plans routed to A-1. 04/27/2011 bgibson Action: NA Revisions for joint detail, S101 & S107 additional revisions, HP Geotech letter, etc. are not applicable to Planning. Plans routed to A-1. Item: 05600 FIRE DEPARTMENT 09/27/2010 mvaughan Action: AP fire alarm and sprinkler systems shall be installed under separate permit. Item: 05500 PUBLIC WORKS 10/20/2010 cs Action: AP approved with the condition that the proposed stairs leading to Forest Rd have no vertical element (ie hand rails) with in 10 feet from the edge of road. Item: 05401 PLANNING DEPT REVISION 09/16/2011 bgibson Action: AP Dewatering revision stamped 9/12/11 approved by Planning. Plans routed to A-1. 11/21/2011 bgibson Action: AP bridge revisions approved and routed to A-2 Item: 05101 BUILDING DEPT REVISION 11/26/2010 Martin Action: CR Please have the soils/ civil engineer of record address the following: �. Engineer of record to review and accept the plans as being in general conformance with their plans. 2. Indicate an ILC shall be performed to verify location and height as per approved plans. 12/16/2010 martin Action: AP concrete breaks 12/27/2010 JRM Action: AP ADDITIONAL MICRO PILE APPROVED 05/13/2011 JRM Action: AP APPROVED REVISIONS DATED MARCH 30TH 06/10/2011 JRM Action: AP APPROVED REVISED SURVEY OF PROPERTY LINE AND FOOTER /FOUNDATION WALL DETAIL 11/03/2011 JRM Action: AP BRIDGE REVISIONS APPROVED new construction_permit_041908 Item: 05501 PUBLIC WORKS REVISION 09/21/2011 csalli Action: AP dewatering revision plans stamped 9/9/11 11/10/2011 csalli Action: AP revisions to bridge abutment ........» ...................................................................................�,.....,...».......,........................,....,..».....,....,...,,..............,..... See the Conditions section of this Document for any that may apply. n ew_co n st ru ct i o n_pe rm i t_041908 ....x.�xx.x.+..+•rk�.x.:�.a�...�x+.��x.�.�xx••.�.w.�.•xx.•.�++.+x•����exew�x+..w.w.��.+�.�r�w.xx���xx•.ww•.��w�x..w�ww��.w��.wx+wxx�wx��+��x•x�x•xxwxwx.x�w..f�..x�wr��»��w+xwrx��•.x CONDITIONS OF APPROVAL Permit #: 610-0303 as of 11-29-2011 Status: ISSUED w#'k�tew�k4firhwfrtwR�.lirw+'rtkY'w#i(#'w�t4+Yr�r#i`hY�4�rtY`f M�khwi�+f�k4LYrhwrtrt�txlYl W xfrAwfe4fYefe�rt�k*#kf!*htrwR#�kYrYrl�f�kt�*kYe*1`#�kYr*'k�kY�A*YrRR4Y'Yf*M%�xirkYril�FkYrw4#Ye*4#rt**kYr*ffi4fr*�kRR*�krt*1�Y'rtR*�4�RwkYkiRMrt�R44fYr4f/RRM#w4#Nw44 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: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 Cond: 16 (BLDG 2003): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG 2003): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG 2003): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 39 (BLDG 2003): 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. Cond: CON0011679 All exterior lights shall be "full cut-off° style fixtures. new construction_permit_041908 TOWN OF VAIL f / "�'� l V l� Department of Community Development � 75 South Frontage Road � Vail, CO 81657 Tel : 970-479-2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Revision Submittals: 1. 2. No further inspections will be performed until the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Attention: �(j Revisions � � C� "' �� �(} �j ���� O Response to Correction Letter ��-��.�1° a��i� � W attached copy of correction letter ( ) Deferred Submittal ( ) Other Project Street Address: I 1 c ��r� s �- �� (Number) (Street) (Suite #) Building/Complex Name: Contractor Information � Business Name: � �, ' � ti�!� � � C3(� � (� Business Address: 1 C' �G� � C- C� City _�� �L� � State: ��, Zip: C,� l��� L? Contact Name: __��til,� L� �; � Contact Phone: �� lp — C��+ J Cont�c E-lylail: �Uli �� �-" �7�C��71) i ��S _, CE.-�►'1 Signature (Required) Applicant Information Applicant Name: ���.�j �'\ ��Cy � (��'� Applicant Phone: __"1 �1�%� ' `C`"� — I �`�l� )C I ?_Z. Applicant E-Mail: hD� i'�� I.�'C,.C. I.L�7i!� �,�5 , C�U(`�'1 — � For Office Use Only: Fee Paid: Received From: Cash Check # CC: Visa / MC Last 4 CC # exp. date: Auth # Description / List of Changes: 2 �:�� �c � 1 ✓ � C tl�ct, � �sL C� ,... (use additional sheet if necessary) Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: Plumbing: Electrical: Mechanical: Total: Date Received: $ I� � '25v $ $ $ $ 1 L � ;,� �; �� _. _, � � ;` �,� � � �-��� � � � � � _ i � �, ;�: ;; I� `;'A �i ,i ; � ;,, ;�� OCT 3 i 2011 '� ; �5 ,�� � � ^ �� . ., � _ �� 5 -� � a__ � ! oi-o�c-i i NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ,. �ow�roFV� � Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 NEW (SFR,P/S,DUP) PERMIT Permit #: B10-0303 Project #: PRJ10-0195 Job Address: 115 FOREST RD VAIL Location......: 115 FOREST ROAD Parcel No....: 210107113030 OWNER 115 COMPANY 09/16/2010 4960 S LAFAYETTE LN ENGLEWOOD CO 80113 APPLICANT BECK BUILDING COMPANY P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR BECK BUILDING COMPANY P.O. BOX 4030 VAIL CO 81658 License: 117-A Description: NEW SINGLE FAMILY RESIDENCE 09/16/2010 Phone:970-949-1800 09/16/2010 Phone: 970-949-1800 Occupancy Type Factor Sq Feet Valuation Additional Amount... 2,929,750.00 Totals... 6,990 $2,929,750.00" Number of Dwelling Units: Occupancy: R3 Type Construction: VB Status . . : ISSUED Applied . . : 09/16/2010 Issued . .. : 09/27/2011 Expires . ..: 04/19/2011 Town of Vail Adjusted Valuation: $2,929,750.00 Total Sq Ft Added: 6990 ..........................«..,,.,................,..,,,..,,.......,..,........,... FEE SUMMARY ,............,.,.......,.....�.....,.......,..,,,...._,,.....,.,,....+,,........ Building Permit Fee------> $12,653.25 Will Call---------------------------> $5.00 Total Calculated Fees-------------> $81,206.36 Plan Check--------------------> $8,224.61 Use Tax Fee---------------------> $58,395.00 Additional Fees-----------------------> ($1.00) Add'I Plan Check Hours-> $880.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES-------------> Investigation-----------------> $0.00 Recreation Fee----------------> $81,205.36 $1,048.50 Payments------------------------------> $81,205.36 Total Calculated Fees------> $81,206.36 BALANCE DUE-----------------------> $0.00 ................................... «.....,..........,.,,.........,,.. .,.,,...,....,,......... «......,...,.,..........,.,...,.,..,,....,...........,... �.....,,........, �.............,...... DECLARATIONS I hereby acknowledge that I have read this application, filied out in full the information required, completed an accurate plot plan, and state that all the informatior as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTI HALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM ,�00 PM. - �/��/� I d Signature of Owner or Contractor Date �Iu �-f-� t �`!/ Print Name new_construction_perm it_041908 .,,....> .........................................................................................................................».....................,.....,....................... APPROVALS Permit #: 610-0303 as of 09-27-2011 Status: ISSUED ..,,,....,� .............................................................................�..........,..<�.,,,...,.,.,..,........,.,,.,.�...,,.........,,,....,.,.....................,. Item: 05100 BUILDING DEPARTMENT 09/28/2010 cg Action: CR comments sent to applicant 10/15/2010 cg Action: AP APPROVED PLAN REVISIONS ADDRESSING COMMENTS MEP REVIEW INCLUDED WITH BUILDING PERMIT FINAL SPECIAL INSPECTION FORMS STILL MUST BE SIGNED 09/22/2011 JRM Action: AP APPROVED FOR DE WATERING PER CHAD S. Item: 05110 ELECTRICAL REVIEW 10/15/2010 cg Action: AP APPROVED WITH BUIDLING PERMIT Item: 05400 PLANNING DEPARTMENT 10/21/2010 bgibson Action: AP plans routed to Chris Gunion 04/27/2011 bgibson Action: AP Sheet S101 & S107 footer revisions approved by planning. Plans routed to A-1. 04/27/2011 bgibson Action: NA Revisions for joint detail, S101 & S107 additional revisions, HP Geotech letter, etc. are not applicable to Planning. Plans routed to A-1. Item: 05600 FIRE DEPARTMENT 09/27/2010 mvaughan Action: AP fire alarm and sprinkler systems shall be installed under separate permit. Item: 05500 PUBLIC WORKS 10/20/2010 cs Action: AP approved with the condition that the proposed stairs leading to Forest Rd have no vertical element (ie hand rails) with in 10 feet from the edge of road. Item: 05401 PLANNING DEPT REVISION 09/16/2011 bgibson Action: AP Dewatering revision stamped 9/12/11 approved by Planning. Plans routed to A-1. Item: 05101 BUILDING DEPT REVISION 11/26/2010 Martin Action: CR Please have the soils/ civil engineer of record address the following: 1. Engineer of record to review and accept the plans as being in general conformance with their plans. 2. Indicate an ILC shall be performed to verify location and height as per approved plans. 12/16/2010 martin Action: AP concrete breaks 12/27/2010 JRM Action: AP ADDITIONAL MICRO PILE APPROVED 05/13/2011 JRM Action: AP APPROVED REVISIONS DATED MARCH 30TH 06/10/2011 JRM Action: AP APPROVED REVISED SURVEY OF PROPERTY LINE AND FOOTER /FOUNDATION WALL DETAIL Item: 05501 PUBLIC WORKS REVISION 09/21/2011 csalli Action: AP dewatering revision plans stamped 9/9/11 new_construction_perm it_041908 +�.w�+�+�.�xx.xxx...•.....���x�x��xxxx+�x.....a+.��x+�����xxx.+�w.w.w.�w�.w+�.�rx>��xxx.�x.wx•ww+�ww•�+x:+������xx+axx��«««•w.w.�wwww�.�x+�xxx�a����wxxx�+w�wx�•x<x..•.w��w•x+xw..www See the Conditions section of this Document for any that may apply. new_construction_permit_041908 ....................................................................................x..,..,..,.,.,�.,.,.,,......,.,,.....................,.,.,.....,,...,,................,.,,,...,.. CONDITIONS OF APPROVAL Permit #: 610-0303 as of 09-27-2011 Status: ISSUED .....,....�,...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: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 Cond: 16 (BLDG 2003): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG 2003): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG 2003): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 39 (BLDG 2003): 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. Cond: CON0011679 All exterior lights shall be "full cut-off° style fixtures. new_co nstructio n_pe rm it_041908 , � �s�- �. F 4' �y Y � � � L r"", _`?- ����' �.r � � � ��#�_,� , �� �t���'i?'_�,'.' =_ ,. � , .r .: . _ ,: .. ,. * _: �: � ;� E= ` Depar�ment,of Communrty Developinenfi":' ='. �, � . ; °� {� � � ;7�5 South Frontage Road � F: . :.n� �. .. ,,� � . � b s �j'r' s� � .� � a, . . .. - .. • , . } t �' � t .� �,;�: 1%ail, C¢lorado 8�.fi.5�� ]:_ i . ! . � � - , '; ``''�� ��"et 9�0-47� �����-� � - �' ,�� ,. � .,� �r =, � ,.�< � - Faic �:97Q-��9-�24��2 ' _ � r � -. � �; y s �,� �r , f � -� z � � _ � ' �� � y"- �B�J ` � 1!�#��1f?�Q �< T L `. ~� `�� . r .�. .. Develapinent�kZ�v�teir����aa:r�#triat� ;a > � �-� �, ��.� .� ,`,,�,,;. - _ �� ; � ..:.�s�� :;.�tr,� � a.�` "f "��' l' Y ¢:.,z `r � '�� Y ._ .. . :`± F i��-ee+��'..°�x:+�c,.,.�..� -a =`aa ��3'�z...` �� ^x _ , . �� s. u.Wt _�sz�..3.,_...:,1.�'�e�. ��e�c� TRANSMITTAL FORM Revision Submittals: 1. "Field SeY' of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Attention: (} Revisions ( ) Response to Correction Letter In— D D� _attached copy of correction letter ( ) Deferred Submittal r �p �Other—�+' .��C. �D'Q %�.J r0� ;�C,� . Project 5treet Address: �_ �pre5� ��, — (Number) (Street) (Suite #) Building(Complex Name: Contact Information: Company: �, � ��1° � h � Company Address: �� 1�p�( 'SFDc7� City: � State: �_ Zip: �� Contact Name: Contact Phone: `I - � E-Mail C11uCk rE� be �ulb���Cn Revised ADDITIONAL Valuations (Labor � Materials) (DO NOT include original valuation) R���I.��.,.. �- . . . .- � 1 �,� i.�_. .� . .. �.� . � � �� ^'� q � �:��1!;�!.,�...� . � 1��._�,11�.� _ / (use additional sheet if necessary) Date Received: p ��r�oM� SEP 2 2 2011 TOWN UF VAIL 01-Jan-10 � �1 � � .,, ; ;_ ; _ Department_of Community Development ,� � � -�` ��� .`� + '� } � , 75 South Frontage Road ,, ' =� z Vail, C�Iorac�o 84fi5��` ;=Y,��;= �-,;_,�= .. .� ,� '-�,,. __`�TeI:� 9�0=d79 2'E��L�� .,�' #,� _''�,: �.. � �' - >., ��_; . , Fai�:-� 9'?0-?�73:�'4�� :: . :; �} � . . . > ..- ,� _� ;�'. , . * _ � t' �.•"_8;,?h � �'� �. - - . �'�� _ _ � V1leb: wwinr va�lg�v��� . :�.., r' � :':'�t , , ; t x _ : - , r : � _ De�elopinent.R�vseinr,�ooet�tn t��,� x,,, , . ;'f�'}��.`#i �Ti� `-i `_ ,.. - .a wi=� ...�ir..+y _��g:> . g:. ..te � � � - ki���i�r ��i�, ; .. _ , .,�� ,��,,�:�:., ,� �:- f _.�.� � :` ::� .� �-. .d. . � TRANSMITTAL FORM Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to:` � Attention: () Revisions � }Response to Correction Letter �' ' �"' '� ' 4�T attached copy of conection letter i '�J i„1 _ _' V �-z-.. ( ) Deferred Submittal ( ) Other ( Project Street Address: I � � �Q ��r '� ^ � � Description / List of Changes: tw 4 � (Number) (Street) (Suite #) t ' v EY � �/�PC�P./�' i Building/Complex Name: � 1`��v�f ���� 0 � ' ,�..�.._._.�..�.....__._.<....._�..... ._,_._...._ ' G n/ � '� '�Ouh.�D R'iX%N '�D OT7���'i j Contact Information: �� � Company: ��G� QU � tD l M G C o Nt �N Y ` A' N�D WA'� ' i Company Address: �• �• Q�X �(, 4 3�0 City: �%M L state: C..�. _ zip: �' l 6 SS Contad Name: �� R-R� !.� O h1 � Contad Phone: 7 %O • � % % • .�3 6 S' E-Mail _! t%LI�Y � QEC.j�.G3UI LI�S, G oN( Revised ADDITIONAL Valuations (Labor � Materials) (DO NOT include original val��-`---� Building: Plumbing: Electrical: Mechanical: Total: (use additional sheet if necessary) Date Received D I 5 •�Y-�/ � � � � � � MAY 2 4 2011 TOWN �F VAIL O1-Jan-10 0 LC PREV. FND. PiN & CAP LS y26598 LOT 31 PaR�EL B 32 ��ELEC. TRANS. EDGE OF FOQTER 0.09 INSNt OF PROPERN �WE AT THIS POINT ---_ _- _-. -- - - ___ \ - ---- - --__. - \ .-_._.. �-- —_._ . PHONE PED. � - � PREEXISTING PARKING AREA SiONE VENEER WALL 41199 HIGHWAY 6& 24, EAGLE-VAIL P.O. BOX 1230 EDWARDS, C0. 81632 (970)949-1a06 FOREST ROAD (50' ROW) 778FNDTNILE.dwg DAlE:4/6/71 DRN. BY: MLT PAGE: 1 QF 1 � IDTES: ) DATE OF SURVEY: 5/13/ii !) LAND TITLE GUARANTEE C0. POIICY N0. V50027964 DA?ED 2/22/2010 WAS REUED UPON FOR ALL TITLE AND EASEM'eNT INFORMATION. S) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTiON BASED UPON ANY DEfECT iN THIS SURVEY WITHIN THREE YEARS APTER YOU FIRST DISCOVER SUCH DEfECT. IN NO EVENT, MAY ANY ACTiON BASED UPON ANY DEFECT M THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE OATE OF THE CERTIFICATION SHOWN HEREON. 4) BASIS OF PROPERTY LWE LOCATION: NW CRN LOT 30 & 7' WITNESS CRN TO THE SE CRN LOT 30. i) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONIY. A BOUNDARY SURVEY WOUID 8E NECESSARY TO DEiERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED D�MENSIONS. i) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PRQPERTY OF EAGLE VALLEY SURVEYING, INC. AND IS INTENDED fOR THE SOLE USE OF THE ORIGiNAL CLIEN7 ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. 7) POSTED ADDRESS: 115 fOREST ROAD, 3) THE PLAT OF VAII VILI.AGE flRST FILMG SHOWS A?0' UTILITY EASEMENT AIONG THE NORTH AND WEST PROPERTY LMES OF THIS LOT. IT IS UNCLEAR IF IT WAS INTENOED TO BE 70' TOTAL WIDTH WITH 5' ON EACH SIDE OF THE PROPER?Y LINES, OR 20' TOTAL WIDTH WITH 10' ON EACH SIDE OF THE PROPERTY UNES. 3) 1HE SOIE PURPOSE OF THIS SURVEY IS TO SHOW THE ASBUILT LOCATION OF THE CONCRETE FOOTER AT THE DATE OF SURVEY INDICATED. MEASUREMENTS AND TIES WERE TAKEN TO CONCRETE FOOTER EDGES AND CORNERS. 0) BUILDMG SE76ACK5 SHOWN ARE PER TO'HN OF VAIL CODES SECTION 12-66-6 PARCEL A LOT 32 EV. FND. 7.0' WITNESS COR. J & CAP LS #26598 FOUNDATION/FOOTER EXHIBIT LOT 30, BLOCK 7 VAIL VILLAGE, FIRST FiLING TOWN OF VAIL EAGLE COUNTY, COLORADO � � • . � � � � � Mason L. Torry Colorado P.L.S. 38233 Cate: JOB No. 778 P �J � � k \ � ..� ° 1 � u� � • " � r� � �� � � . ,..:�.K F� � \. C� `"�`� �p!,� i � • � ^, . � w W ;,-y � �! � 9 �� O , � � �`-�,� e._ . �..5,.7 � `.� ..F- �'-;` � � �E � ���o�� MAY���011 TOWN QF VAI� Q M � Q � NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� TDWN OF VAII, ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 NEW (SFR,P/S,DUP) PERMIT Permit #: B10-0303 Project #: PRJ10-0195 Job Address: 115 FOREST RD VAIL Location......: 115 FOREST ROAD Parcel No....: 210107113030 OWNER 115 COMPANY 09/16/2010 4960 S LAFAYETTE LN ENGLEWOOD CO 80113 APPLICANT BECK BUILDING COMPANY P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR BECK BUILDING COMPANY P.O. BOX 4030 VAIL CO 81658 License: 117-A Description: NEW SINGLE FAMILY RESIDENCE Occupancy Type Totals... Number of Dwelling Units: Occupancy: R3 Type Construction: VB 09/16/2010 Phone:970-949-1800 09/16/2010 Phone: 970-949-1800 Factor Sq Feet Valuation 6,990 $2,900,000.00' Status . . : ISSUED Applied . . : 09/16/2010 Issued . .. : 10/21/2010 Expires . ..: 04/19/2011 Town of Vail Adjusted Valuation: $2,900,000.00 Total Sq Ft Added: 6990 ................................................................................. FEE SUMMARY ..,�....,.....,..,,._,.........,..,...,_,.....,,...,.,..,.._._..,.,,,.,.,..,,., Building Permit Fee------> $12,543.75 Will Call---------------------------> $5.00 Total Calculated Fees-------------> $80,100.69 Plan Check--------------------> $8,153.44 Use Tax Fee---------------------> $57,800.00 Additional Fees-----------------------> ($1.00) Add'I Plan Check Hours-> $550.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES-------------> b80,099.69 Investigation-----------------> $0.00 Recreation Fee----------------> $1,048.50 Payments------------------------------> $80,099.69 Total Calculated Fees------> $80,100.69 BALANCE DUE-----------------------> $0.00 ......................................,,,,._...,..,......,.,,,.,...,._.............,.....,...........,.,...,......,....,..,..,....,..........,.,.,,.,,_...,__........,..,,...,..,..,... DECLARATIONS I hereby acknowledge that 1 have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the informatior as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. ' Q�k �-QlN�f M r S' ��O � �� , S gn re o ner or r � Date T�RcZY L • �o^�iD Print Name new_co nstructio n_perm it_041908 �. ....................................................................«....,.,,..,,...,,...,,..................,..,....,...................,....,.,,.,.....,..,.,,,...........,...,..,. APPROVALS Permit #: 610-0303 as of 05-16-2011 Status: ISSUED ................�,..........,..............,,,.............,,,,,,,,.,......,,............,,.,<......,,....,,....x,..,...,....,...,,,....,........................,...............,... Item: 05100 BUILDING DEPARTMENT 09/28/2010 cg Action: CR comments sent to applicant 10/15/2010 cg Action: AP APPROVED PLAN REVISIONS ADDRESSING COMMENTS MEP REVIEW INCLUDED WITH BUILDING PERMIT FINAL SPECIAL INSPECTION FORMS STILL MUST BE SIGNED Item: 05110 ELECTRICAL REVIEW 10/15/2010 cg Action: AP APPROVED WITH BUIDLING PERMIT Item: 05400 PLANNING DEPARTMENT 10/21/2010 bgibson Action: AP plans routed to Chris Gunion 04/27/2011 bgibson Action: AP Sheet S101 & S107 footer revisions approved by planning. Plans routed to A-1. 04/27/2011 bgibson Action: NA Revisions for joint detail, S101 & S107 additional revisions, HP Geotech letter, etc. are not applicable to Planning. Plans routed to A-1. Item: 05600 FIRE DEPARTMENT 09/27/2010 mvaughan Action: AP fire alarm and sprinkler systems shall be installed under separate permit. Item: 05500 PUBLIC WORKS 10/20/2010 cs Action: AP approved with the condition that the proposed stairs leading to Forest Rd have no vertical element (ie hand rails) with in 10 feet from the edge of road. Item: 05101 BUILDING DEPT REVISION 11/26/2010 Martin Action: CR Please have the soils/ civil engineer of record address the following: 1. Engineer of record to review and accept the plans as being in general conformance with their plans. 2. Indicate an ILC shall be performed to verify location and height as per approved plans. 12/16/2010 martin Action: AP concrete breaks 12/27/2010 JRM Action: AP ADDITIONAL MICRO PILE APPROVED 05/13/2011 JRM Action: AP APPROVED REVISIONS DATED MARCH 30TH ..................................................................................................................................................................................... See the Conditions section of this Document for any that may apply. new_co n stru ct ion_perm it_041908 .........................«........,................,.,,,..,........,,......,.,.,.,...,...,.............,......,......,,..,..,....,.,.............,,.....,....,..,,,,..,.,,..,......., CONDITIONS OF APPROVAL Permit #: 610-0303 as of 05-16-2011 Status: ISSUED ..................................................................................................................................................................................... Cond: 33 (PLAN) THIS PROJECT WI LL 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: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 Cond: 16 (BLDG 2003): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG 2003): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG 2003): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 39 (BLDG 2003): 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. Cond: CON0011679 All exterior lights shall be "full cut-off° style fixtures. n ew_co n st ru ct i o n_pe rm it_041908 -�� �� - �`�s� } �i ��,� � - ., w � � _ r �$ _�� , �� �s4 p � �r' °� . � � '�'� . > `<� � ',_ � � . �{ �, � �'+x' �f�� 2i�r .:c„ �'�` w.. . �ti�- 'lT"f �` ,��.��'{s s df, k ck,t+i�'r1 j;. 'fs 7 �,�.� � {..L! . ... . .. ._..._„ r �.. . i . 4 Department af,C�omrriunf�, � _� � :'75 So;uth Y � i� . �� 'a ,,` �ial� � , �. -� �"� ' ' ' �t F.� ,,� z� N� ° , ;.� �,, �� � � , , � � � . t��� �_�� e � ,� ',. �;� 7 .` � _ ��� �' { : �� � ,:Fa � '�� � � ` �'��' ���7 . �VI%' .,,k �,. ., � � ;� - 4 §,m °�'7i- ..<s_ ... � . � x _ � , ` � D,,,�� � pmenf W ,�=` < . . ''� ✓ -- ' �a-�� TRANSMITTAL FORM Revision Submittals: 1. "Field SeY' of approved plans MUST accompany revisions. 2_ No further inspections will be performed untii the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. itage u a c�fl . 0-�7,� �n� `' Permit # s mformation applies to: � Attention: () Revisions � � ,; . _ �', { 1Response to Correction Letter �; e� ► � 3� 3 � � �� �, �j fN � ✓' C`.� � ' attached copy of correction letter � "• ( ) Deferred Submittal � �� ���- �y� ( ) Other Project Street Address: � $ � 1�� �D r�� r,� � � Description / List of Changes: (Number) (Street) l`O (Suite #) � � " �v�' ,S' � '�`+^�,(��th t �t,Z.rv/i•4� .(' '� a D..,��yL•s� G3'V f�'t-d' `�..r�?�3 +' C� SE BuildinglComplex Name: � � � ; Contact Information: � � � '��� � uK(,.. �Company: �''U� QU�LDc�iG CoMPA-NY ���I � �u� �M �Ncn�-'l�" '�Es � Company Address: Q � ��X � � 3� _ ' `� ' 8 l 6 SS � � � �,''I ��1`. A��- +PJ�r� . � City: V��- State: C.c7 Z�P� ; j Contact Name: �� i�-2Y 1� ��D � ( p - � Contact Phone: l %� ' � 7 � ' -�3 �O'S! � ! E-Mail "(�%Z!zY Co. QE�aUt LI�S. G oM _ Revised ADDITIONAL Valuations �Labor 8� Materials) i (DO NOT include original valuation) � . � Building: Plumbing: Electrical: Mechanical: Total: � (us ditional sheet if necessary) Date Rece e : � (� � � M � D � MAR 0 � 2011 TOW�1 OF �/AIL O1-Jan-10 s j H ����� \I� HEPWORTH - PAWLAK GEOTECHNICAL April 18, 2011 Frank Taplin 1505 Rising Glen Road 1I��,���urcl�-Pa���lakGeotechnical, Inc. >��_'�� C��unty Ri�ad 154 Glenwood Springs, Colorado fi1601 Phone:970-945-7988 Fas:970-945-8454 emaiL hpgeo�a�llpgeotech.com Los Angeles, California 90069 Job No. 110 044A Subject: Comments Regarding Temporary Cut Slope Conditions at Building Grid Lines H& 8, Taplin Residence, 115 Forest Road, Vail, Colorado Dear Mr. Taplin: As requested by Terry Bond with Beck Building Company, we are providing comments regarding the temporary cut slope conditions at Building Grid Lines H& 8 at the subject site. We previously observed the excavation conditions in this area of the proposed residence and presented our findings in a report dated Nfarch 11, 2011, Job No. 110 044A. We are currently providing continued part-time engineering consultation and construction observation and materials testing services for the project as a supplement to our Proposal for Geotechnical Services to you dated March 3, 2010, Proposal No. 034- 10. Discussion: We observed the excavation conditions along Building Grid Lines H& 8 on April 15, 2011, specifically, between the south foundation wall (elevation 8231'-0") and south end of the spread footing (elevation 8219'-0"). This area of the foundation excavation has also been described in our previous report (Hepworth-Pawlak Geotechnical, Inc., 2011). At the time our recent site visit, the micropiles and pile cap along Building Grid Line 8 and concrete footings along Building Grid Line H were in place, however, erection of the foundation walls along Building Grid Line H were in progress. The soils exposed at the cut face at the south side of the lower footing line consist of relatively loose fill soils containing cobbles and boulders, similar to those observed on February 28, 2011. No water seepage from the cut face was observed at this time. We understand that the foundation was designed by the structural engineer to span these fill soils, as recommended rather than removing the fill, to reduce the risk of construction induced slope instability and undermining of the pile cap. Conclusions and Recommendations: Based on our recent observations, the temporary cut slope is limited in length and appears to be dry and stable at this time. This area of the foundation should be constructed and backfilled as soon as practical to reduce the risk of temporary cut slope instability. OSHA temporary cut slope guidelines should be followed as determined by the contractor's competent person. If the temporary cut slope Pai-ker 3l)3-t��}1-711�) • Culorado Sprillg� 71�)-(,33-7��,? •�il��ertll��rn� ���1�-�68-1�5�) Frank Taplin April 18, 2011 Page 2 conditions described in the report change, we should be notified to re-evaluate our conclusions and recommendations. Backfill consisting of "flow fill" may be needed in this area to adequately fill void spaces around the boulders and to expedite construction. Other recommendations presented in our previous reports, which are applicable, should also be observed. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PA �— Trevor L. Knell, P. Rev. by: SLP TLK/ksw � .Q�k� � ICAL, INC. O�;••pFi L. �•, t�'9 ��,,,••, e �'' . : .3�� r • . . . . . � % 4-I$-I� : � : k, ���ONAI E�G`� cc: Beck Building Company — Attn: Terry Bond (tetr�(a�beckbuilds com) Buzz Taplin (buzztaplin(cr�comcast net) Reference: Hepworth-Pawlak Geotechnical, Inc. (2011), Observation of Excavation, Garage and Auto Court Areas - Building Grid Lines A to H and Lines 7 to 8, Proposed Taplin Residence, 115 Forest Road, Vail, Colorado, dated March 11, 2011, Job No. 110 044A. Job No. 110 044A �tGCh . ,r; i , ., . • v.� _ - 3 Department. of Community Developmenfi � ��> � "��;`�`.k � ""` � � . 75 Sauth Frontage Road _, } � ,F, , y�,, �., ��� 4 • , , ' :. -• VaiI;:C¢loracjo9 81�5�i� °'��sr z+ �:.i� '' 3:' t � @.Y._ � . . � ' . � -1 a�:_. r ; '�.. � . . ��-'�'+Te'�.� 9�0�=4���?L�j �. � , `. . •': » j . - .� ' � .r i ��j�''���ili��y� �'� ? � -� } ��, q� � �� ,,� � P _ } � i Web: 1NV1t�Yli �aik��i� ��'�", ��.,_ �� � °..., � - - De�elopirtenf,.�ev`sev�t.'�l�.���ti�d�tti��r.#c�z,; ¢ � � � � � p y,��� - �_� . ° y�� . J � . . 1 � ;' � 'A .�. " . �� �'kYc{.d �1�fF�� s'� � �� - ' J' . �_� , _ .__.�...�___._,__- tr+ - ' ..___. . ._ _ ...�.,�<i _ �",.""jy,. ' _ . ..__� ,_� �*° .� TRANSM ITTAL FORM Revision Submittals: 1. "Field Set° of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. . w _—_— ---- --- _.�� _.. ___ _ _----- -------_�_._. _---- -_ _ __ --------�------- • Permit #(s) information applies to: Attention: () Revisions _ y) Response to Correction Letter ' . ` _ � - . ��T• attached copy of correction letter i ( ) Deferred Submittal ( ) Other Project Street Address: ' �_ }� o R..r3T �O FhD (Number) (Street) ! Building/Complex Name: (Suite #) ; Description / List of Changes: � -. . _ , , . .+ . v.� � �'�� '� s �t �''C" L� ��T�t i.. e* : � i �L� � �� .—�.,� : � ,�, �; �s��.� � �r�,�r l� � � ` Contact Information: � Company: �tUt Q u t t D c�c G C o l�C P�N y' 3��'�' S"/ Q l � S-%D'�' EY�, ' Company Address: �• a•��� �{ 0 3 a 3���-.� P�� L�7(� OlV ; city: �%M L state: C�. _ ziP: 8 l 6 S� S��-°t� ����� ' ' Contad Name: �� R-R`� L� O r�1 � ; Contad Phone: 7 %4 ' `i 7 � ' .�3 (v 5� ; E-Mail "! C%Z%�Y �, �EC-�C.aUI L1�S. C D,�j __ i , � ��...._.__ ___ .___._:.,, .. , . _ _._-___. � ._ ___..._.,�.. __ _.__.,_._._......W,.._ -- Revised ADDITIONAL Valuations (Labor � Materials} : (DO NOT include original valuation) '. Building: ; Plumbing: � ' Electrical: , Mechanical: ' Total: ' (use additional sheet if n2cessaryl ; Date Received: � ` 1�7 ��f � ���od� � APR 19 � p» TOWN OF VAIL U1-Jan-10 H tE�h HEPWORTH - PAWLAK GEOTECHNICAL April 18, 2011 � ��-;�� i,li l', , � il ��_ r..�i�:�i:,�� In.. ��'_'� �_:oun��� I�_�,ad li-� Glenwood Springs, Co(orado �1601 Phune:970-945-798b Fax:970-945-3454 email: hpgeo@hpgeorech.cum Frank Taplin 1505 Rising Glen Road Los Angeles, California 90069 Job No. 110 044A Subject: Comments Regarding Temporary Cut Slope Conditions at Building Grid Lines H& 8, Taplin Residence, 115 Forest Road, Vail, Colorado Dear Mr. Taplin: As requested by Terry Bond with Beck Building Company, we are providing comments regarding the temporary cut slope conditions at Building Grid Lines H& 8 at the subject site. We previously observed the excavation conditions in this area of the proposed residence and presented our findings in a report dated IV�arch 11, 2011, Job No. 110 044A. We are currently providing continued part-time engineering consultation and construction observation and materials testing services for the project as a supplement to our Proposal for Geotechnical Services to you dated March 3, 2010, Proposal No. 034- 10. Discussion: We observed the excavation conditions along Building Grid Lines H& 8 on April 15, 2011, specifically, between the south foundation wall (elevation 8231'-0") and south end of the spread footing (elevation 8219'-0"). This area of the foundation excavation has also been described in our previous report (Hepworth-Pawlak Geotechnical, Inc., 2011). At the time our recent site visit, the micropiles and pile cap along Building Grid Line 8 and concrete footings along Building Grid Line H were in place, however, erection of the foundation walls along Building Grid Line H were in progress. The soils exposed at the cut face at the south side of the lower footing line consist of relatively loose fill soils containing cobbles and boulders, similar to those observed on February 28, 2011. No water seepage from the cut face was observed at this time. We understand that the foundation was designed by the structural engineer to span these fill soils, as recommended rather than removing the fill, to reduce the risk of construction induced slope instability and undermining of the pile cap. Conclusions and Recommendations: Based on our recent observations, the temporary cut slope is limited in length and appears to be dry and stable at this time. This area of the foundation should be constructed and backfilled as soon as practical to reduce the risk of temporary cut slope instability. OSHA temporary cut slope guidelines should be followed as determined by the contractor's competent person. If the temporary cut slope Parker 303-8�}1-7119 • Colorado Sprin�s ll�)-63�-S�h? •�ilrc:rrh��rne 970-46�s-19�9 Frank Taplin April 18, 2011 Page 2 conditions described in the report change, we should be notified to re-evaluate our conclusions and recommendations. Backfill consisting of "flow fill" may be needed in this area to adequately fill void spaces around the boulders and to expedite construction. Other recommendations presented in our previous reports, which are applicable, should also be observed. If you have any questions or need further assistance, please call our office. S incerely, HEPWORTH - PA �1 Trevor L. Knell, P. Rev. by: SLP TLK/ksw J0�1 L. �� � i~ 38469 -09'•.4" �8-�I O�FSS�ONA1. � ,� ICAL, INC. F� cc: Beck Building Company - Attn: Terry Bond (terry(�a,beckbuilds.com) Buzz Taplin (buzztaplin(a�comcast net) Reference: Hepworth-Pawlak Geotechnical, Inc. (2011), Observation of Excavation, Garage and Auto Court Areas - Building Grid Lines A to H and Lines 7 to 8, Proposed Taplin Residence, 115 Forest Road, Vail, Colorado, dated March 1 l, 2011, Job No. 110 044A. Job No. 110 044A C�tGCh � o REI � STRUCTURAL �03 � �� r LETTER OF TRANSMITTAL Apri113, 2011 TO: Stacey Goehring KH Webb Architects FROM: Bob Redwine PROJECT: Forest Road Residence PROJECT NO: 10046 ❑ Mail ❑ Facsimile ❑ Deliver ❑X Other: FEDEX Copies: Date: No. Description: 2 5101 STAMPED 2 S 107 STAMPED REMARKS: cc: 10046 ���0 v � A�R i �� �ii� TOWN OF VAIL i801 Broadway ! Suite 750; Denver, CO 80202 3D3.575.8510 ? t 343.575.9515 0150 East Beaver Creek Bivd. j linit 2Q4A, PO Box 6009 ', Avon, CO E31620 ; 970.746.U711 . 1 970.�48.0722 . ,� rM . �. �. . . .. . ... . . <� � -�°� �� ��� : ,�t_ � � ���, ',�� � � � Department,ofCommunity Developmenfi'-�` � �`y Y 4"3' K�- } . ., , . ,' � �, : . =--- �'���: � � s� ��. 75 Soutih Frontage Ro�d �� ��°'`', '` ,�� �, ;,<� � �` � � ;';��.�. Va�l, �ol,orado 81 5 „` ��°" ' � � t - � ;��. �,� �. z � sr . �'�:'� f�:;°�Ter'. 97p=47'9 2�1'��;� ��r�` � � �._ ����.�' % - , r t,,1�� �a3c <97Q ��$f24���p � .,� r�� -:� > r � � »� fi {�� �� z � ��� � ` -� � * .. � We,t�; wvuinr �a�l��i�cdµ �. : � � � � � � � � ; � �; V � � ,, , � ,�, � �.�,� x - , Deue�opment,R�vtev��c�oir�f��t`�a�i�� � , 7 �tr} :� .� � , � � , �. � � ` . � ; �, '3 � �� ' r .��'� �r � �.:i' T.i/1 ��e+s-�.�.o,wus..vs..c..s........,aw»..'n F.'� a41.ikE� � rx`i'i"Il: � �•� ., � . i .� + ; �,�,� � ] - . ?� :.alfv ... . . . ... 3_ aPuaun.°� 3 '�'� asdL"-6� TRANSMITTAL FORM Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #{s) information applies to: v� H� Trr Attention: T� � Revisions � � �� Q � O 3� � B D�. ��T () Response to Correction Letter t • attached copy of correction letter ( ) Deferred Submittal ( ) Other Project Street Address: � �s �'on,�sr �a . (Number) (Street) (Suite #) Building/Complex Name: Contact Information: Company: �C,�.� �1J1�-D/N4i • (,oNiP/M!Z Company Address: �•�. �X �03 0 City: V /a'1 � State: �_ Zip: �� �� Contact Name: �� QOI�� Contact Phone: � 70 • y % (7 • .7 3 (DU E-Mail T�/ [� �U�L�C �a/ � �.Q/' . Cp /�! • �,s�1 � �7 �� 2 i+�,a� A�'c. M1'iE�T Valuations (Labor 8� Material)) Building: Plumbing: Electrical: Mechanical: Total: Description / List of Changes: —L'�� N �a C�t �4 EJ -b �s /4,dV��t.o��0 (��a�!' DM�' 6• 28 •ro. �•20•/0 �V'J �i' /0 • % • !o R-EV;J', , r/�/cL�DiN REntovAC aF Eu'i: �oo� ovGY.lfA�eS . .� • . � . w .' ■ l/. ' � r 1 • _ !a �I u w '. ' ' Li � � ��� t - [ ► �V. . ' (use additional sheet if necessary) Date Received: (��� ���1� � MAR 3 0 Z011 �.t TOWN OF VAIL 1-Sep-09 JELD-WEN GOLDEN Brad A Wright Steamboat-Vail-Aspen, CO 80487 Phone:(970)481-3394 QUOTE BY: Brad Wright SOLD TO: Beck Building Company Robyn Boylan PO Box 4030 Vail, CO 81657 Phone:970-949-1800 Fax:970-949-4335 PO#: COMMENTS: NOTES: —r�►; s�.ow w'� v�Pkz�s -�� G► li z �,� 5� `� �� �— VG � U P� �� �� -�'I/�2 lN i vldow ScL�.�d ��� h�dJ 1 JELo wD�YEN� QUOTE #: JDBW06909 SHIP TO: Taplin 115 Forest Road Vail, CO 81657 Cell#: 970-476--5365 PRO7ECT NAME: Taplin Residence REFERENCE: Confirmation 1-19-11 LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZEINFO DESCRIPTION PRICE PRICE Line- 1 Wl-Bed 5 Main Line Item RO Size:96 3/4 X 78 3/4 Frame Size : 96 X 78 ` (Outside Casing Size: 96 X 78) Custom Clad Mull Stack Mull, Casement/Awning Product, � Chestnut Bronze Exterior, Pine Natural Interior, � Nail Fin (Standard), No Sill Nosing, Standard DripCap, �ewed from Exterior. Scale: 1/8" _ �' 2 Wide 1 High, Factory Mull, 4 9/16 Jamb, 5/4 JE - 5/4 Reveal Thick, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, Contemporary Screen Stop PEV 2010.4.1.278/PDV 5392 (12/Ol/10) PW Line- 1-1 (Al) RO Size:66 3/4 X 78 3/4 Viewed from Exterior. Scale: 1/8" = 1' $1,654.27 1 $1,654.27 Frame Size : 66 X 78 (Outside Casing Size: 66 X 78) Custom Clad Geometric, Direct Set Rectangle, Chestnut Bronze Exterior, Pine Natural Interior, Nail Fin (Standard), 3 3/8 Jamb, Casement/Awning Detail, DP 35, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Screen Stop QQ-2.6.1.670 cust-SALES Page 1 Of 20 (Prices are subjec[ to change.) JDBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by ]ELD-WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SI2EINF0 DESCRIPTION PRICE PRICE Line- 1-2 (A2) RO Size:30 3/4 X 78 3/4 � 1 � � Viewed from Exterior. Scale: 1/8" = 1' Line- 2 W2-Pool Room RO Size:96 3/4 X 78 3/4 / � \ Viewed from Exterior. Scale: 1/8" = 1' Line- 2-1 (Al) RO Size:30 3/4 X 78 3/4 l � � Viewed from Exterior. Scale: 1/8" = 1' CCC3078 Frame Size : 30 X 78 (Outside Casing Size: 30 X 78) Custom Clad Casement, Chestnut Bronze E�erior, Pine Natural Interior, Nail Fin (Standard), 3 3/8 Jamb, Hinge Right, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 35, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Giz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop Clear Opening: 20.125w, 73.312h, 10.245 sf U-Factor: 0.35, SHGC: 0.20, VLT: 0.46 Main Line Item Frame Size : 96 X 78 (Outside Casing Size: 96 X 78) Custom Clad Mull Stack Mull, Casement/Awning Product, Chestnut Bronze E�erior, Pine Natural Interior, Nail Fin (Standard), No Sill Nosing, Standard DripCap, 2 Wide 1 High, Factory Mull, 4 9/16 Jamb, 5/4 JE - 5/4 Reveal Thick, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, Contemporary Glz Bd, Contemporary Screen Stop PEV 2010.4.1.278/PDV 5.392 (12/O1/10) PW $1,654.27 High Altitude, $1,654.27 CCC3078 Frame Size : 30 X 78 (Outside Casing Size: 30 X 78) Custom Clad Casement, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Hinge Left, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 35, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop Clear Opening: 20.125w, 73.312h, 10.245 sf U-Factor: 0.35, SHGC: 0.20, VLT: 0.46 QQ-2.6.1.670 cust-SALES Page 2 Of 20 (Prices are subject to change.) JDBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by ]ELD-WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZEINFO DESCRIPTION PRICE PRICE Line- 2-2 (A2) RO Size:66 3/4 X 78 3/4 Frame Size : 66 X 78 (Outside Casing Size: 66 X 78) Custom Clad Geometric, Direct Set Rectangle, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), Viewed from E�cterior. Scale: l/8" = 1' 3 3/8 JBmb, Casement/Awning Detail, DP 35, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Screen Stop Line- 3 W4-Bath 4 DIM-CCC3078 RO Size:29 1/4 X 78 3/4 Viewed from Exterior. Scale: 1/8" = 1' Line- 4 W2-Bed 4, Bed 3, Bed 2 RO Size:96 3/4 X 78 3/4 / � \ Viewed from Exterior. Scale: 1/8" = 1 Frame Size : 28 1/2 X 78 (Outside Casing Size: 28 1/2 X 78) Custom Clad Casement, Chestnut Bronze Exterior, Pine Natural Interior, Nail Fin (Standard), No Sill Nosing, Standard DripCap, 3 3/8 Jamb, Stationary, DP 35, Insulated Low-E 366 Tempered Glass, Contemporary Glz Bd, Contemporary Screen Stop U-Factor: 0.33, SHGC: 0.23, VLT: 0.53 PEV 2010.4.1.278/PDV 5392 (12/01/10) PW $639.34 Main Line Item Standard Color Spacer, High Altitude, Frame Size : 96 X 78 (Outside Casing Size: 96 X 78) Custom Clad Mull Stack Mull, Casement/Awning Product, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), No Sill Nosing, Standard DripCap, 2 Wide 1 High, Factory Mull, 4 9/16 Jamb, 5/4 JE - 5/4 Reveal Thick, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, Contemporary Glz Bd, Contemporary Screen Stop PEV 2010.4.1.278/PDV 5392 (12/Ol/10) PW $1,654.27 $639.34 High Altitude, $4,962.81 QQ-2.6.1.670 cust-SALES Page 3 Of 20 (Prices are subjed to change.) JDBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by JELDWEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZEINFO DESCRIPTION PRICE PRICE Line- 4-1 (Ai) RO Size:30 3/4 X 78 3/4 � � � Viewed from Exterior. Scale: 1/8" = 1' Line- 4-2 (A2) RO Size:66 3/4 X 78 3/4 Viewed from Exterior. Scale: 1/8" = 1' CCC3078 Frame Size : 30 X 78 (Outside Casing Size: 30 X 78) Custom Clad Casement, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Hinge Left, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 35, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop Clear Opening: 20.125w, 73.312h, 10.245 sf U-Factor: 035, SHGC: 0.20, VLT: 0.46 Frame Size : 66 X 78 (Outside Casing Size: 66 X 78) Custom Clad Geometric, Direct Set Rectangle, Chestnut Bronze E�erior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Casement/Awning Detail, DP 35, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Screen Stop Line- 5 Wl-Bed 4, Bed 3 Main Line Item RO Size:96 3/4 X 78 3/4 Frame Size : 96 X 78 , (Outside Casing Size: 96 X 78) Custom Clad Mull Stack Mull, Casement/Awning Product, � Chestnut Bronze Exterior, Pine NaturalInterior, � Nail Fin (Standard), No Sill Nosing, Standard DripCap, Viewed from Euterior. Stale: 1/8" = 1' 2 Wlde 1 High, Factory Mull, 4 9/16 Jamb, 5/4 JE - 5/4 Reveal Thick, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, Contemporary Screen Stop PEV 2010.4.1.278/PDV 5392 (12/O1/10) PW $1,905.35 2 $3,810.70 QQ-2.6.1.670 cust-SALES Page 4 Of 20 (Prices are subjed to change.) ]DBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by JELD-WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZEINFO DESCRIPTION PRICE PRICE Line- 5-1 (Ai) RO Size:66 3/4 X 78 3/4 Viewed from Exterior. Scale: 1/8" = 1' Line- 5-2 (A2) RO Size:30 3/4 X 78 3/4 � � � � Viewed from Exterior. Scale: 1/8" = 1' Line- 6 W5-Bath 3 tempered Frame Size : 66 X 78 (Outside Casing Size: 66 X 78) Custom Clad Geometric, Insash Rectangle, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Casement/Awning Detail, Stationary, Insulated Low-E 366 Annealed Glass, Altitude, Contemporary Glz Bd, Contemporary Screen Stop CCC3078 Frame Size : 30 X 78 (Outside Casing Size: 30 X 78) Custom Clad Casement, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), Standard Color Spacer, High 3 3/8 Jamb, Hinge Right, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 35, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop Clear Opening: 20.125w, 73.312h, 10.245 sf U-Factor: 0.35, SHGC: 0.20, VLT: 0.46 Main Line Item RO Size:39 1/4 X 78 3/4 Frame Size : 38 1/2 X 78 (Outside Casing Size: 38 1/2 X 78) Custom Clad Mull Stack Mull, Casement/Awning Product, Chestnut Bronze Exterior, Pine NaturalInterior, , Nail Fin (Standard), No Sill Nosing, Standard DripCap, viewed from exterior. Scale: 1/8" _ �' 1 Wide 2 High, Factory Mull, 4 9/16 Jamb, 5/4 JE - 5/4 Reveal Thick, Insulated Low-E 366 Tempered Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, Contemporary Screen Stop PEV 2010.4.1.278/PDV 5392 (12/Ol/10) PW $1,428.11 $1,428.11 QQ-2.6.1.670 cust-SALES Page 5 Of 20 (Prices are subject to change.) JDBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by JELD-WEN LINE NO. SIZE INFO Line- 6-1 (Al) RO Size:39 1/4 X 39 3/4 Viewed from Exterior. Scale: 1/4" = 1' Line- 6-2 (Bi) RO Size:39 1/4 X 39 3/4 � � \ I ` Viewed from Exterior. Scale: 1/4" = 1' Line- 7 W6-Bed 2 BOOK CODE DESCRIPTION DIM-CCA4040 UNIT PRICE EXTENDED PRICE Frame Size : 38 1/2 X 39 (Outside Casing Size: 38 1/2 X 39) Custom Clad Awning, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Stationary, DP 30, Insulated Low-E 366 Tempered Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, Contemporary Screen Stop U-Factor: 0.33, SHGC: 0.23, VLT: 0.53 CCC3078 DIM-CCA4040 Frame Size : 38 1/2 X 39 (Outside Casing Size: 38 1/2 X 39) Custom Clad Awning, Chestnut Bronze E�erior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Venting, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 30, Insulated Low-E 366 Tempered Glass, Standard Color Spacer, High Altitude, Contemporary Giz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop U-Factor: 0.35, SHGC: 0.20, VLT: 0.45 RO Size:30 3/4 X 78 3/4 Frame Size : 30 X 78 \ (Outside Casing Size: 30 X 78) Custom Clad Casement, � Chestnut Bronze E�erior, � Pine Natural Interior, / Nail Fin (Standard), No Sill Nosing, Standard DripCap, Viewed from Exterior. Scale: 1/8�� = i� 4 9/16 Jamb, 5/4 JE - 5/4 Reveal Thick, Hinge Right, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 35, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop Clear Opening: 20.125w, 73.312h, 10.245 sf U-Factor: 0.35, SHGC: 0.20, VLT: 0.46 PEV 2010.4.1.278/PDV 5392 (12/Ol/10) PW $764.01 $764.01 QQ-2.6.1.670 cust-SALES Page 6 Of 20 (Prices are subject to change.) JDBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visuai reference oniy and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by JELD-WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZEINFO DESCRIPTION PRICE PRICE Line- 8 W3-Bath 2 tempered RO Size:35 1/4 X 78 3/4 % � � Viewed from Exterior. Scaie: 1/8" = 1' Line- 9 W17-Dining Above VIF RO Size:196 3/4 X 30 3/4 ���� Viewed from Euterior. Scale: 1/8" = 1' Line- 9-1 (Al) RO Size:49 3/4 X 30 3/4 Viewed from Exterior. Scale: 1/4" = 1' DIM-CCC3678 Frame Size : 34 1/2 X 78 (Outside Casing Size: 34 1/2 X 78) Custom Clad Casement, Chestnut Bronze E�erior, Pine Natural Interior, Nail Fin (Standard), No Sill Nosing, Standard DripCap, 3 3/8 Jamb, Hinge Left, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 35, Insulated Low-E 366 Tempered Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop Clear Opening: 24.625w, 73.312h, 12.536 sf U-Factor: 0.35, SHGC: 0.20, VLT: 0.46 PEV 2010.4.1.278/PDV 5.392 (12/Ol/10) PW $956.70 1 $956.70 Main Line Item Frame Size : 196 X 30 (Outside Casing Size: 196 X 30) Custom Clad Mull Stack Mull, Casement/Awning Product, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), No Sill Nosing, Standard DripCap, 4 Wide 1 High, Job Site Mull, 4 9/16 Jamb, 5/4 JE - 5/4 Reveal Thick, Insulated Low-E 366 Tempered Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, Contemporary Screen Stop PEV 2010.4.1.278/PDV 5392 (12/Ol/10) PW $2,032.58 1 $2,032.58 Frame Size : 49 X 30 (Outside Casing Size: 49 X 30) Custom Clad Geometric, Direct Set Rectangle, Chestnut Bronze Exterior, Pine Natural Interior, Nail Fin (Standard), 3 3/8 Jamb, CasementJAwning Detail, DP 35, Insulated Low-E 366 Tempered Glass, Standard Color Spacer, High Altitude, Contemporary Screen Stop U-Factor: 0.32, SHGC: 0.24, VLT: 0.56 QQ-2.6.1.670 cust-SALES Page 7 Of 20 (Prices are subjed to change.) JDBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by JELD-WEN LINE NO. LOCATION SIZE INFO Line- 9-2 (A2) RO Size:49 3/4 X 30 3/4 Viewed from Exterior. Scale: 1/4" = 1' Line- 9-3 (A3) RO Size:49 3/4 X 30 3/4 Viewed from Exterior. Scale: 1/4" = 1' Line- 9-4 (A4) RO Size:49 3/4 X 30 3/4 Viewed from Exterior. Scale: 1/4" = 1' Line- 10 BOOK CODE DESCRIPTION PRICE Qn EXTENDED PRICE Frame Size : 49 X 30 (Outside Casing Size: 49 X 30) Custom Clad Geometric, Direct Set Rectangle, Chestnut Bronze Exterior, Pine Natural Interior, Nail Fin (Standard), 3 3/8 Jamb, Casement/Awning Detail, DP 35, Insulated Low-E 366 Tempered Glass, Standard Color Spacer, High Altitude, Contemporary Screen Stop U-Factor: 0.32, SHGC: 0.24, VLT: 0.56 Frame Size : 49 X 30 (Outside Casing Size: 49 X 30) Custom Clad Geometric, Direct Set Rectangle, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Casement/Awning Detail, DP 35, Insulated Low-E 366 Tempered Glass, Standard Color Spacer, High Altitude, Contemporary Screen Stop U-Factor: 0.32, SHGC: 0.24, VLT: 0.56 Frame Size : 49 X 30 (Outside Casing Size: 49 X 30) Custom Clad Geometric, Direct Set Rectangle, Chestnut Bronze Exterior, Pine Natural Interior, Nail Fin (Standard), 3 3/8 Jamb, Casement/Awning Detail, DP 35, Insulated Low-E 366 Tempered Glass, Standard Color Spacer, High Altitude, Contemporary Screen Stop U-Factor: 0.32, SHGC: 0.24, VLT: 0.56 W17-Mull Labor $120.00 1 $120.00 QQ-2.6.1.670 cust-SALES Page 8 Of 20 (Prices are subjed to change.) ]DBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: Z/4/2011 are subject to review by ]ELD-WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZEINFO DESCRIPTION PRICE PRICE Line- 11 W8-Living VIF RO Size:129 1/4 X 129 1/2 Viewed from E�cterior. Scale: 1/8" = 1' Line- li-1 (Al) RO Size:30 3/4 X 51 9/16 X 45 3/16 Viewed from Exterior. Stale: 1/4" = 1' Line- 11-2 (B2) RO Size:99 1/4 X 45 5/16 X 24 11/16 Viewed from Exterior. Scale: i/8" = I' Main Line Item Frame Size : 128 1/2 X 128 3/4 Custom Clad Mull Special Mull, CasementJAwning Product, Chestnut Bronze E�erior, Pine NaturalInterior, Nail Fin (Standard), No Sill Nosing, Standard DripCap, 2 Wide 2 High, Job Site Mull, 3 3/8 Jamb, Insulated Low-E 366 Annealed Glass, No Preserve Film, Standard Color Spacer, High Altitude, Contemporary Glz Bd, Contemporary Screen Stop PEV 2010.4.1.278/PDV 5.392 (12/Ol/10) PW Drawing Number: D2280510 $4,171.62 1 $4,171.62 Frame Size : 30 X 50 3/4, LEG-HIGH= 44 1/2 Custom Clad Geometric, Direct Set Trapezoid PITCH = ( 2 1/2 / 12) Chestnut Bronze E�erior, Pine Natural Interior, Nail Fin (Standard), 3 3/8 Jamb, Casement/Awning Detail, Right Hand DP 35, Insulated Low-E 366 Annealed Glass, No Preserve Film, Standard Color Spacer, High Altitude, Contemporary Screen Stop U-Factor: 0.32, SHGC: 0.24, VLT: 0.56 Frame Size : 98 1/2 X 44 1/2, LEG-HIGH= 24 Custom Clad Geometric, Direct Set Trapezoid PITCH = ( 2 1/2 / 12) Chestnut Bronze Exterior, Pine Natural Interior, Nail Fin (Standard), 3 3/8 Jamb, Casement/Awning Detail, Right Hand DP 35, Insulated Low-E 366 Annealed Glass, No Preserve Film, Standard Color Spacer, High Altitude, Contemporary Screen Stop U-Factor: 032, SHGC: 0.24, VLT: 0.55 QQ-2.6.1.670 cust-SALES Page 9 Of 20 (Prices are subjed to change.) JDBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by JELD-WEN LINE NO. LOCATION SIZE INFO Line- 11-3 (Ci) RO Size:30 3/4 X 78 3/4 % � � Viewed from Exterior. Scale: 1/8" = 1' Line- 11-4 (C2) RO Size:99 1/4 X 78 3/4 Viewed from Exterior. Scale: 1/8" = 1' Line- 12 W9-Living RO Size:207 3/8 X 102 3/4 �� Viewed from Exterior. Scale: 1/8" = 1' BOOK CODE UNIT DESCRIPTION PRICE CCC3078 Frame Size : 30 X 78 (Outside Casing Size: 30 X 78) Custom Clad Casement, Chestnut Bronze Exterior, Pine Natural Interior, Nail Fin (Standard), 3 3/8 Jamb, Hinge Left, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 35, Insulated Low-E 366 Annealed Glass, No Preserve Film, Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop Clear Opening: 20.125w, 73.312h, 10.245 sf U-Factor: 0.35, SHGC: 0.20, VLT: 0.46 Frame Size : 98 1/2 X 78 (Outside Casing Size: 98 1/2 X 78) Custom Clad Geometric, Direct Set Rectangle, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Casement/Awning Detail, DP 35, Insulated Low-E 366 Tempered Glass, Color Spacer, High Altitude, Contemporary Screen Stop Main Line Item EXTENDED PRICE Standard Color No Preserve Film, Standard Frame Size : 206 5/8 X 102 Custom Clad Mull Special Mull, Casement/Awning Product, Chestnut Bronze Exterior, Pine Natural Interior, Nail Fin (Standard), No Sill Nosing, Standard DripCap, 6 Wide 2 High, Job Site Mull, 3 3/8 Jamb, Insulated Low-E 366 Annealed Glass, High Altitude, Contemporary Glz Bd, Contemporary Screen Stop PEV 2010.4.1.278/PDV 5.392 (12/O1/10) PW Drawing Number: NEEDED $5,564.94 No Preserve Film, Standard Color Spacer, $5,564.94 QQ-2.6.1.670 cust-SALES Page 10 Of 20 (Prices are subject to change.) ]DBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by JELD-WEN LINE N0. LOCATION BOOK CODE UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE Line- 12-1 (Al) RO Size:35 3/16 X 24 3/4 � ! � � � Yewed from Exterior. Scale: 1/2" = 1' Line- 12-2 (A2) RO Size:35 3/16 X 24 3/4 � � � � � Viewed from Exterior. Scale: 1/2" = 1' Line- 12-3 (A3) RO Size:35 3/16 X 24 3/4 Viewed from Exterior. Scale: 1/2" = 1' DIM-CCA3624 Frame Size : 34 7/16 X 24 (Outside Casing Size: 34 7/16 X 24) Custom Clad Awning, Chestnut Bronze E�erior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Venting, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 30, Insulated Low-E 366 Annealed Glass, No Preserve Film, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop U-Factor: 0.35, SHGC: 0.20, VLT: 0.45 DIM-CCA3624 Frame Size : 34 7/16 X 24 (Outside Casing Size: 34 7/16 X 24) Custom Clad Awning, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Venting, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 30, Insulated Low-E 366 Annealed Glass, No Preserve Film, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop U-Factor: 0.35, SHGC: 0.20, VLT: 0.45 DIM-CCA3624 Frame Size : 34 7/16 X 24 (Outside Casing Size: 34 7/16 X 24) Custom Clad Awning, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Stationary, DP 30, Insulated Low-E 366 Annealed Glass, No Preserve Film, Standard Color Spacer, High Altitude, Contemporary Glz Bd, Contemporary Screen Stop U-Factor: 0.33, SHGC: 0.23, VLT: 0.53 QQ-2.6.1.670 cust-SALES Page 11 Of 20 (Prices are subject to change.) ]DBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by 7ELD-WEN LINE NO. SI2E INFO Line- 12-4 (A4) RO Size:35 3/16 X 24 3/4 Viewed from Exterior. Scale: 1/2" = 1' Line- 12-5 (A5) RO Size:35 3/16 X 24 3/4 � � � l � Viewed from Exterior. Scale: 1/2" = 1' Line- 12-6 (A6) RO Size:35 3/16 X 24 3/4 � � l � � Viewed from Exterior. Scale: 1/2" = 1' BOOK CODE UNIT DESCRIPTION PRICE QTY EXTENDED PRICE DIM-CCA3624 Frame Size : 34 7/16 X 24 (Outside Casing Size: 34 7/16 X 24) Custom Clad Awning, Chestnut Bronze Exterior, Pine Natural Interior, Nail Fin (Standard), 3 3/8 Jamb, Stationary, DP 30, Insulated Low-E 366 Annealed Glass, No Preserve Film, Standard Color Spacer, High Altitude, Contemporary Glz Bd, Contemporary Screen Stop U-Factor: 0.33, SHGC: 0.23, VLT: 0.53 DIM-CCA3624 Frame Size : 34 7/16 X 24 (Outside Casing Size: 34 7/16 X 24) Custom Clad Awning, Chestnut Bronze Exterior, Pine Natural Interior, Nail Fin (Standard), 3 3/8 Jamb, Venting, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 30, Insulated Low-E 366 Annealed Glass, No Preserve Film, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop U-Factor: 0.35, SHGC: 0.20, VLT: 0.45 DIM-CCA3624 Frame Size : 34 7/16 X 24 (Outside Casing Size: 34 7/16 X 24) Custom Clad Awning, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Venting, Nesting Crank Handle, Satin Nickel Hardware, Coastai Hardware, DP 30, Insulated Low-E 366 Annealed Glass, No Preserve Film, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop U-Factor: 0.35, SHGC: 0.20, VLT: 0.45 QQ-2.6.1.670 cust-SALES Page 12 Of 20 (Prices are subjed to change.) JDBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. Ali orders Last Modified: 2/4/2011 are subject to review by JELD-WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZEINFO DESCRIPTION PRICE PRICE Line- 12-7 (Bl) RO Size:69 5/8 X 78 3/4 Viewed from E�cterior. Scale: 1/8" = 1' Line- 12-8 (63) RO Size:69 5/8 X 78 3/4 Viewed from Exterior. Scale: 1/8" = 1' Frame Size : 68 7/8 X 78 (Outside Casing Size: 68 7/8 X 78) Custom Clad Geometric, Direct Set Rectangie, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Casement/Awning Detail, DP 35, Insulated Low-E 366 Annealed Glass, No Preserve Film, Standard Color Spacer, High Altitude, Contemporary Screen Stop Frame Size : 68 7/8 X 78 (Outside Casing Size: 68 7/8 X 78) Custom Clad Geometric, Direct Set Rectangle, Chestnut Bronze E�erior, Pine Natural Interior, Nail Fin (Standard), 3 3/8 Jamb, Casement/Awning Detail, DP 35, Insulated Low-E 366 Annealed Glass, No Preserve Film, Standard Color Spacer, High Altitude, Contemporary Screen Stop Line- 12-9 (65) RO Size:69 5/8 X 78 3/4 Frame Size : 68 7/8 X 78 (Outside Casing Size: 68 7/8 X 78) Custom Clad Geometric, Direct Set Rectangie, Chestnut Bronze Exterior, Pine Natural Interior, Nail Fin (Standard), Viewed from Exterior. Stale: 1/8" = 1� 3 3/8 Jamb, Casement/Awning Detail, DP 35, Insulated Low-E 366 Annealed Glass, No Preserve Film, Standard Color Spacer, High Altitude, Contemporary Screen Stop Line- 13 Line- 14 Awning Backplates Living Mull Labor .00 Part #: W03CA Csmt/Awn Oper Cover Plate Satin Nickel PEV 2010.4.1.278/PDV 5.392 (12/Ol/10) PW $19.10 1 $360.00 6 $114.60 QQ-2.6.1.670 cust-SALES Page 13 Of 20 (Prices are subjed to change.) JDBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12J21/2010 D2wings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by JELD-WEN LINE NO. SIZE INFO Line- 15 W10-Bed 1 RO Size:96 3/4 X 62 3/4 . I � \ . Viewed from Exterior. Scale: 1/4" = 1' Line- 15-1 (Ai) RO Size:30 3/4 X 62 3/4 ! / � � \ Viewed from Euterior. Scale: 1/4" = 1' Line- 15-2 (A2) RO Size:66 3/4 X 62 3/4 Viewed from Exterior. Scale: 1/4" = 1' BOOK CODE UNIT DESCRIPTION PRICE QTY EXTENDED PRICE Main Line Item Frame Size : 96 X 62 (Outside Casing Size: 96 X 62) Custom Clad Mull Stack Mull, Casement/Awning Product, Chestnut Bronze Exterior, Pine Natural Interior, Nail Fin (Standard), No Sill Nosing, Standard DripCap, 2 Wide 1 High, Factory Mull, 4 9/16 Jamb, 5/4 JE - 5/4 Reveai Thick, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, Contemporary Screen Stop PEV 2010.4.1.278/PDV 5.392 (12/O1/10) PW $1,490.26 1 $1,490.26 DIM-CCC3064 Frame Size : 30 X 62 (Outside Casing Size: 30 X 62) Custom Clad Casement, Chestnut Bronze E�erior, Pine Natural Interior, Nail Fin (Standard), 3 3/8 Jamb, Hinge Left, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 35, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop Clear Opening: 20.125w, 57.312h, 8.009 sf U-Factor: 0.35, SHGC: 0.20, VLT: 0.46 Frame Size : 66 X 62 (Outside Casing Size: 66 X 62) Custom Clad Geometric, Direct Set Rectangle, Chestnut Bronze E�erior, Pine Natural Interior, Nail Fin (Standard), 3 3/8 Jamb, Casement/Awning Detail, DP 35, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Screen Stop U-Factor: 0.32, SHGC: 0.24, VLT: 0.55 QQ-2.6.1.670 cust-SALES Page 14 Of 20 (Prices are subjed to change.) JDBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by ]ELD-WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZEINFO DESCRIPTION PRICE PRICE Line- 16 W6-Bed 1 CCC3078 RO Size:30 3/4 X 78 3/4 Frame Size : 30 X 78 ` (Outside Casing Size: 30 X 78) Custom Clad Casement, � Chestnut Bronze Exterior, l Pine NaturalInterior, � Nail Fin (Standard), No Sill Nosing, Standard DripCap, Viewed from Exterior. Scale: 1/8�� = i� 4 9/16 Jamb, 5/4 JE - 5/4 Reveal Thick, Hinge Right, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 35, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop Clear Opening: 20.125w, 73.312h, 10.245 sf U-Factor: 0.35, SHGC: 0.20, VLT: 0.46 PEV 2010.4.1.278/PDV 5.392 (12/Ol/10) PW Line- 17 W7-Bath 1 tempered RO Size:35 1/4 X 78 3/4 Viewed from Exterior. Scale: 1/8" = 1' $764.01 1 $764.01 DIM-CCC3678 Frame Size : 34 1/2 X 78 (Outside Casing Size: 34 1/2 X 78) Custom Clad Casement, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), No Sill Nosing, Standard DripCap, 3 3/8 Jamb, Stationary, DP 35, Insulated Low-E 366 Tempered Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, Contemporary Screen Stop U-Factor: 0.33, SHGC: 0.23, VLT: 0.53 PEV 2010.4.1.278/PDV 5392 (12/Ol/10) PW $712.46 1 $712.46 QQ-2.6.1.670 cust-SALES Page 15 Of 20 (Prices are subjed to change.) JDBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by ]ELD-WEN LINE NO. LOCATION SIZE INFO Line- 18 W12-Bath 1 BOOK CODE UNIT DESCRIPTION PRICE CCC2460 QTM PRICE RO Size:24 3/4 X 60 3/4 Frame Size : 24 X 60 (Outside Casing Size: 24 X 60) ` Custom Clad Casement, � Chestnut Bronze Exterior, Pine NaturalInterior, � Nail Fin (Standard), No Sill Nosing, Standard DripCap, / 4 9/16 Jamb, 5/4 JE - 5/4 Reveal Thick, Hinge Right, � Nesting Crank Handle, Satin Nickel Hardware, Viewed from E�cterior. Scale: 1/4�� = i� Coastal Hardware, DP 35, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop Clear Opening: 14.125w, 55.312h, 5.425 sf U-Factor: 0.35, SHGC: 0.20, VLT: 0.46 PEV 2010.4.1.278/PDV 5.392 (12/Ol/10) PW Line- 19 W13-Stairs Clerestory VIF RO Size:41 1/4 X 35 3/8 X 26 3/4 Viewed from Exterior. Scale: 1/4" = 1' Line- 20 W14-Stairs Clerestory VIF RO Size:208 1/4 X 26 3/4 ���� Viewed from Exterior. Scale: 1/8" = 1' $618.27 $618.27 Frame Size : 40 1/2 X 34 7/16, LEG-HIGH= 26 Custom Clad Geometric, Direct Set Parallelogram PITCH = ( 2 1/2 / 12) Chestnut Bronze E�erior, Pine NaturalInterior, Nail Fin (Standard), No Sill Nosing, Standard DripCap, 4 9/16 Jamb, 5/4 JE - 5/4 Reveai Thick, Casement/Awning Detail, Right Hand DP 35, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Screen Stop U-Factor: 0.32, SHGC: 0.24, VLT: 0.56 PEV 2010.4.1.278/PDV 5.392 (12/Ol/10) PW $627.35 Main Line Item Frame Size : 207 1/2 X 26 (Outside Casing Size: 207 1/2 X 26) Custom Clad Mull Stack Mull, Casement/Awning Product, Chestnut Bronze Exterior, Pine Natural Interior, Nail Fin (Standard), No Sill Nosing, Standard DripCap, 4 Wide 1 High, Job Site Mull, 4 9/16 Jamb, 5/4 JE - 5/4 Reveal Thick, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, Contemporary Giz Bd, Contemporary Screen Stop PEV 2010.4.1.278/PDV 5.392 (12/Ol/10) PW $2,937.79 $627.35 High Altitude, $2,937.79 QQ-2.6.1.670 cust-SALES Page 16 Of 20 (Prices are subjed to change.) JDBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visuat reference only and may not be to exact scate. All orders Last Modified: 2/4/2011 are subject to review by JELD-WEN LINE NO. LOCATION SIZE INFO Line- 20-1 (A1) RO Size:52 5/8 X 26 3/4 � \ � � Viewed from Exterior. Scale: 1/4" = 1' Line- 20-2 (A2) RO Size:52 5/8 X 26 3/4 � \ % �` Viewed from Exterior. Scale: 1/4" = 1' Line- 20-3 (A3) RO Size:52 5/8 X 26 3/4 % � � � Viewed from Exterior. Scale: 1/4" = 1' BOOK CODE DESCRIPTION DIM-CCA5428 PRICE Frame Size : 51 7/8 X 26 (Outside Casing Size: 51 7/8 X 26) Custom Clad Awning, Chestnut Bronze E�erior, QTM EXTENDED PRICE Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Venting, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 30, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporery Screen Stop U-Factor: 0.35, SHGC: 0.20, VLT: 0.45 DIM-CCA5428 Frame Size : 51 7/8 X 26 (Outside Casing Size: 51 7/8 X 26) Custom Clad Awning, Chestnut Bronze Exterior, Pine Natural Interior, Nail Fin (Standard), 3 3/8 Jamb, Venting, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 30, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop U-Factor: 035, SHGC: 0.20, VLT: 0.45 DIM-CCA5428 Frame Size : 51 7/8 X 26 (Outside Casing Size: 51 7/8 X 26) Custom Clad Awning, Chestnut Bronze E�erior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Venting, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 30, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Aititude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop U-Factor: 0.35, SHGC: 0.20, VLT: 0.45 QQ-2.6.1.670 CuSt-SALES Page 17 Of 2� (Prices are subjec[ to change.) ]DBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by JELD-WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE Line- 20-4 (A4) RO Size:52 5/8 X 26 3/4 � \ � � Viewed from Exterior. Scale: 1/4" = 1' Line- 21 W15-Stairs Clerestory VIF RO Size:41 1/4 X 35 3/8 X 26 3/4 Viewed from Exterior. Scale: 1/4" = 1' Line- 22 W16-Mudroom & Garage Above RO Size:144 3/4 X 36 3/4 ��� Viewed from Exterior. Scale: 1/8" = 1' DIM-CCA5428 Frame Size : 51 7/8 X 26 (Outside Casing Size: 51 7/8 X 26) Custom Clad Awning, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Venting, Nesting Crank Handle, Satin Nickei Hardware, Coastal Hardware, DP 30, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop U-Factor: 0.35, SHGC: 0.20, VLT: 0.45 Frame Size : 40 1/2 X 34 7/16, LEG-HIGH= 26 Custom Clad Geometric, Direct Set Parallelogram PITCH = ( 2 1/2 / 12) Chestnut Bronze E�erior, Pine Natural Interior, Nail Fin (Standard), No Sill Nosing, Standard DripCap, 4 9/16 Jamb, 5/4 JE - 5/4 Reveal Thick, Casement/Awning Detail, Left Hand DP 35, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Screen Stop U-Factor: 0.32, SHGC: 0.24, VLT: 0.56 PEV 2010.4.1.278/PDV 5392 (12/O1/10) PW $627.35 1 $627.35 Main Line Item Frame Size : 144 X 36 (Outside Casing Size: 144 X 36) Custom Clad Mull Stack Mull, Casement/Awning Product, Chestnut Bronze Exterior, Pine NaturalInterior, Nail Fin (Standard), No Sill Nosing, Standard DripCap, 3 Wide 1 High, Factory Mull, 4 9/16 Jamb, 5/4 JE - 5/4 Reveal Thick, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Giz Bd, Contemporary Screen Stop PEV 2010.4.1.278/PDV 5.392 (12/O1/10) PW 18 2 $4,208.36 QQ-2.6.1.670 cust-SALES Page 18 Of 20 (Prices are subject to change.) JDBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subjec[ to review by ]ELDWEN LINE NO. LOCATION BOOK CODE UNIT SIZE INFO DESCRIPTION PRICE Line- 22-1 (Ai) RO Size:48 3/4 X 36 3/4 �� / \ \ Viewed from Exterior. Scale: 1/4" = 1' Line- 22-2 (A2) RO Size:48 3/4 X 36 3/4 �. `l J l ! \ Viewed from Exterior. Scale: 1/4" = 1' Line- 22-3 (A3) RO Size:48 3/4 X 36 3/4 f � � \ \ Viewed from Exterior. Scale: 1/4" = 1' Line- 23 QQ-2.6.1.670 cust-SALES Quote Date: 12/21/2010 Sentry Awning motors Qn PRICE CCA4836 Frame Size : 48 X 36 (Outside Casing Size: 48 X 36) Custom Clad Awning, Chestnut Bronze E�erior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Venting, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 30, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop U-Factor: 0.35, SHGC: 0.20, VLT: 0.45 CCA4836 Frame Size : 48 X 36 (Outside Casing Size: 48 X 36) Custom Clad Awning, Chestnut Bronze Exterior, Pine Natural Interior, Nail Fin (Standard), 3 3/8 Jamb, Venting, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 30, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop U-Factor: 0.35, SHGC: 0.20, VLT: 0.45 CCA4836 Frame Size : 48 X 36 (Outside Casing Size: 48 X 36) Custom Clad Awning, Chestnut Bronze E�erior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Venting, Nesting Crank Handle, Satin Nickel Hardware, Coastal Hardware, DP 30, Insulated Low-E 366 Annealed Glass, Standard Color Spacer, High Altitude, Contemporary Glz Bd, UltraVue Mesh Pine Screen, Contemporary Screen Stop U-Factor: 035, SHGC: 0.20, VLT: 0.45 Part #: WF200 Motor Sentry2 Kit WLS Oper CAS MIL JWCU PEV 2010.4.1.278/PDV 5392 (12/Ol/10) PW $584.39 Page 19 of 20 (Prices are subject to change.) Drawings are for visual reference only and may not be to exact scale. All orders are subject to review by ]ELD-WEN 4 $2,337.56 JDBW06909 - 2/4/2011 - 8:29 AM Last Modified: 2/4/2011 LINE NO. Line- 24 LOCATION BOOK CODE UNIT QTY SI2EINF0 DESCRIPTION PRICE Sentry Bronze covers Part #: WF201 Motorized Oper Cover-Sentry 2 CBZ JWCU CAS PEV 2010.4.1.278/PDV 5.392 (12/Ol/10) PW $11.12 4 Note: This is a NON-STOCK, NON-RETURNABLE SPECIAL ORDER. My signature below indicates that I have reviewed the order for accuracy pertaining to sizes, specifications, quantities, and price. I agree to pay for all items ordered on my behalf and am aware that no changes or cancellations can be made. I accept this order as written above. Signature: Date: Total: Sub Total: Colorado State Tax NET TOTAL: Total Units: EXTENDED PRICE $44.48 $42,601.84 $42,601.84 $1,235.45 $43,837.29 39 QQ-2.6.1.670 cust-SALES Page 20 Of 20 (Prices are subjed to change.) JDBW06909 - 2/4/2011 - 8:29 AM Quote Date: 12/21/2010 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified: 2/4/2011 are subject to review by JELD-WEN REScheck Software Version 4.3.1 Compliance Certificate Energy Code: 2009 IECC Location: Vail, Colorado Construction Type: Single Family Glazing Area Percentage: 22% Heating Degree Days: 9248 Climate Zone: 6 Construction Site: Owner/Agent: Compliance: 3.7% Better Than Code Maximum UA: 840 Your UA: 809 The % Berier or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Ceiling 1: Cathedral Ceiling (no attic) Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Metal Frame with Thermal Break:Double Pane with Low-E Window 2: Metal Frame with Thermal Break:Double Pane with Low-E Window 3: Metal Frame with Thermal Break:Double Pane with Low-E Window 4: Metal Frame with Thermal Break:Double Pane with Low-E Floor 1: All-Wood JoisUTruss:Over Unconditioned Space Basement Wall 1: Solid Concrete or Masonry Wall height: 5.8' Depth below grade: 3.3' Insulation depth: 5.8' Basement Wall 2: Solid Concrete or Masonry Wall height: 9.1' Depth below grade: 7.6' Insulation depth: 9.1' Basement Wall 3: Solid Concrete or Masonry Wall height: 8.0' Depth below grade: 5.7' Insulation depth: 8.0' Basement Wall 4: Solid Concrete or Masonry Wall height: 3.2' Depth below grade: 1.4' Insulation depth: 3.2' Basement Wall 5: Solid Concrete or Masonry Wall height: 9.1' Depth below grade: 8.4' Insulation depth: 9.1' Basement Wall 6: Solid Concrete or Masonry Wall height: 9.1' Depth below grade: 9.1' Insulation depth: 9.1' Basement Wall 7: Solid Concrete or Masonry Wall height: 9.1' Project Title: Data filename: P:\115 Forest Rd\DRB & Approvals\taplin 3.rck Desig ner/Contractor: 1581 50.0 0.0 346 50.0 0.0 5749 21.0 0.0 532 56 311 353 275 49.0 0.0 105 15.0 10.0 288 15.0 10.0 68 15.0 10.0 31 15.0 10.0 254 15.0 10.0 596 15.0 10.0 36 15.0 10.0 0.320 0.330 0.350 0.420 33 9 256 170 18 109 148 6 4 10 3 a 9 19 1 Report date: 03/29/11 Page 1 of 6 Depth below grade: 8.4' Insulation depth: 9.1' Basement Wall 8: Solid Concrete or Masonry 331 15.0 10.0 13 Wall height: 5.1' Depth below grade: 4.1' Insulation depth: 5.1' Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Project Title: Data filename: P:\115 Forest Rd\DRB & Approvals\taplin 3.rck Signature Date Report date: 03/29/11 Page 2 of 6 REScheck Software Version 4.3.1 inspection Checklist Ceilings: ❑ Ceiling 1: Cathedral Ceiling (no attic), R-50.0 cavity insulation Comments: ❑ Ceiling 2: Flat Ceiling or Scissor Truss, R-50.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1: Solid Concrete or Masonry, 5.8' ht / 3.3' bg / 5.8' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 2: Solid Concrete or Masonry, 9.1' ht / 7.6' bg / 9.1' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 3: Solid Concrete or Masonry, 8.0' ht / 5.7' bg / 8.0' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 4: Solid Concrete or Masonry, 3.2' ht / 1.4' bg / 3.2' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 5: Solid Concrete or Masonry, 9.1' ht / 8.4' bg / 9.1' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 6: Solid Concrete or Masonry, 9.1' ht / 9.1' bg / 9.1' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 7: Solid Concrete or Masonry, 9.1' ht / 8.4' bg / 9.1' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 8: Solid Concrete or Masonry, 5.1' ht / 4.1' bg / 5.1' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: Windows: ❑ Window 1: Metal Frame with Thermal Break:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2: Metal Frame with Thermal Break:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3: Metal Frame with Thermal Break:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4: Metal Frame with Thermal Break:Double Pane with Low-E, U-factor: 0.420 For windows without labeled U-factors, describe features: ... _ ., Project Title: Report date: 03/29/11 Data filename: P:\115 Forest Rd\DRB & Approvals\taplin 3.rck Page 3 of 6 #Panes Frame Type Comments: Thermal Break? Yes No Floors: ❑ Floor 1: All-Wood JoisUTruss:Over Unconditioned Space, R-49.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ ❑ ❑ ❑ ❑ ❑ Air Leakage: Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/doorjambs and framing. Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surtaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1) a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. (� Comers, headers, narrow framing cavities, and rim joists are insulated. (9) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: � Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: � Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors; or it has been determined that moisture or its freezing will not damage the materials; or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: � Materials and equipment are installed in accordance with the manufacturer's installation instructions. � Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. � Materials and equipment are identified so that compliance can be determined. � Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. � Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: � Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: � Building framing cavities are not used as supply ducts. � All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically Project Title: Report date: 03/29/11 Data filename: P:\115 Forest Rd\DRB & Approvals\taplin 3.rck Page 4 of 6 fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). � All ducts and air handlers are located within conditioned space. Heating and Cooling Equipment Sizing: � Additional requirements for equipment sizing are included by an inspection for compliance with the Intemational Residential Code. � For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: � Circulating service hot water pipes are insulated to R-2. � Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: � HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: � Heated swimming pools have an on/off heater switch. � Pool heaters operating on natural gas or LPG have an electronic pilot light. � Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-heat-recovery systems. � Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F(32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: � A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: � Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement 'c'). Certificate: � A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Report date: 03/29/11 Data filename: P:\115 Forest Rd\DRB & Approvals\taplin 3.rck Page 5 of 6 Project Title: Report date: 03/29/11 Data filename: P:\115 Forest Rd\DRB & Approvals\taplin 3.rck Page 6 of 6 2009 IECC Energy Efficiency Certificate Ceiling / Roof Wall Floor / Foundation Ductwork (unconditioned spaces): Window Door Heating System: Cooling System: Water Heater: 50.00 21.00 25.00 0.32 0.24 Name: Date: Comments: REScheck Software Version 4.3.1 Compliance Certificate Energy Code: 20091ECC Location: Vail, Colorado Construction Type: Single Family Glazing Area Percentage: 22% Heating Degree Days: 9248 Climate Zone: 6 Construction Site: Owner/Agent: Compliance: 3.7% Better Than Code Maximum UA: 840 Your UA: 809 The % Better or Worse Than Code index reflects how close to compliance ihe house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Ceiling 1: Cathedral Ceiling (no attic) Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Metal Frame with Thermal Break:Double Pane with Low-E Window 2: Metal Frame with Thermal Break:Double Pane with Low-E Window 3: Metal Frame with Thermal Break:Double Pane with Low-E Window 4: Metal Frame with Thermal Break:Double Pane with Low-E Floor 1: All-Wood Joist/Truss:Over Unconditioned Space Basement Wall 1: Solid Concrete or Masonry Wall height: 5.8' Depth below grade: 3.3' Insulation depth: 5.8' Basement Wall 2: Solid Concrete or Masonry Wall height: 9.1' Depth below grade: 7.6' Insulation depth: 9.1' Basement Wall 3: Solid Concrete or Masonry Wall height: 8.0' Depth below grade: 5.7' Insulation depth: 8.0' Basement Wall 4: Solid Concrete or Masonry Wall height: 3.2' Depth below grade: 1.4' Insulation depth: 3.2' Basement Wall 5: Solid Concrete or Masonry Wall height: 9.1' Depth below grade: 8.4' Insulation depth: 9.1' Basement Wall 6: Solid Concrete or Masonry Wall height: 9.1' Depth below grade: 9.1' Insulation depth: 9.1' Basement Wall 7: Solid Concrete or Masonry Wall height: 9.1' Project Title: Data filename: P:\115 Forest Rd\DRB & Approvals\taplin 3.rck Designer/Contractor: 1581 50.0 0.0 346 50.0 0.0 5749 21.0 0.0 532 56 311 353 275 49.0 0.0 105 15.0 10.0 288 15.0 10.0 68 15.0 10.0 31 15.0 10.0 254 15.0 10.0 596 15.0 10.0 0.320 0.330 0.350 0.420 33 9 256 170 18 109 148 6 4 10 3 0 9 19 36 15.0 10.0 1 Report date: 03/29/11 Page 1 of 6 Depth below grade: 8.4' Insulation depth: 9.1' Basement Wall 8: Solid Concrete or Masonry 331 15.0 10.0 13 Wall height: 5.1' Depth below grade: 4.1' Insulation depth: 5.1' Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Title: Report date: 03/29/11 Data filename: P:\115 Forest Rd\DRB & Approvals\taplin 3.rck Page 2 of 6 � REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ Ceiling 1: Cathedral Ceiling (no attic), R-50.0 cavity insulation Comments: ❑ Ceiling 2: Flat Ceiling or Scissor Truss, R-50.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1: Solid Concrete or Masonry, 5.8' ht / 3.3' bg / 5.8' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 2: Solid Concrete or Masonry, 9.1' ht / 7.6' bg / 9.1' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 3: Solid Concrete or Masonry, 8.0' ht / 5.7' bg / 8.0' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 4: Solid Concrete or Masonry, 3.2' ht / 1.4' bg / 3.2' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 5: Solid Concrete or Masonry, 9.1' ht / 8.4' bg / 9.1' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 6: Solid Concrete or Masonry, 9.1' ht / 9.1' bg / 9.1' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 7: Solid Concrete or Masonry, 9.1' ht / 8.4' bg / 9.1' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 8: Solid Concrete or Masonry, 5.1' ht / 4.1' bg / 5.1' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: - ___ Windows: ❑ Window 1: Metal Frame with Thermal Break:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2: Metal Frame with Thermal Break:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3: Metal Frame with Thermal Break:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4: Metal Frame with Thermal Break:Double Pane with Low-E, U-factor: 0.420 For windows without labeled U-factors, describe features: .� Project Title: Report date: 03/29/11 Data filename: P:\115 Forest Rd\DRB 8� Approvals\taplin 3.rck Page 3 of 6 #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1: All-Wood JoisUTruss:Over Unconditioned Space, R-49.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ ❑ ❑ ❑ ❑ Air Leakage: Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/door jambs and framing. Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: � Building envelope air tightness and insulation installation complies by either 1) a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. (� Comers, headers, narrow framing cavities, and rim joists are insulated. (g) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: � Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: � Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors; or it has been determined that moisture or its freezing will not damage the materials; or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: � Materials and equipment are installed in accordance with the manufacturer's installation instructions. � Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. � Materials and equipment are identified so that compliance can be determined. � Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. � Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: � Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: � Building framing cavities are not used as supply ducts. � All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically __.._ � _ Project Title: Report date: 03/29/11 Data filename: P:\115 Forest Rd\DRB 8� Approvals\taplin 3.rck Page 4 of 6 fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). � All ducts and air handlers are located within conditioned space. Heating and Cooling Equipment Sizing: � Additional requirements for equipment sizing are included by an inspection for compliance with the Intemational Residential Code. � For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: � Circulating service hot water pipes are insulated to R-2. � Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: � HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: � Heated swimming pools have an on/off heater switch. � Pool heaters operating on natural gas or LPG have an electronic pilot light. � Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-heat-recovery systems. � Heated swimming pools have a cover on or at the water surFace. For pools heated over 90 degrees F(32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: � A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: � Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: � A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Report date: 03/29/11 Data filename: P:1115 Forest Rd\DRB & Approvals\taplin 3.rck Page 5 of 6 Project Title: Report date: 03/29/11 Data filename: P:\115 Forest Rd\DRB & Approvals\taplin 3.rck Page 6 of 6 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling / Roof Wall Floor / Foundation 50.00 21.00 25.00 Ductwork (unconditioned spaces): �.. . Window 0.32 0.24 Door Heating System: Cooling System: Water Heater: Name: Date: Comments: ��, ., . . ��ti US� �T IIS ��-�s� �. � ID - � 3 0 3 WRt� l,k�L �wM 5-�-�T �l'o �J6 ASTM Ecoflex° Potable HDPE uponor Submittal Information Revision C: June il, 2009 Project Information Job Name: � � S FD�3`� Q011d Location: VFh(� (,p Part No. Orde�ed: En ineer: Date Submitted: � • .Z •Z • // Contractor: Bt<<< R����N G �. Submitted By: %EYlA�'J (�O�A o BEt,�E . Manufacturer's Representative: Approved By: Technical Data Service Pipe: High-density polyethylene (HDPE); NSF certified SDR-li Insulation Jacket Multilayered, closed-cell, crosslinked polyethylene (PEX) foam insulation with a thermal conductivity of 0.26 BTU in./sq. ft./hour/°F; vapor permeability of O.lg/S00 sq. in./day Corrugated, seamless HDPE, UV-protected Operating -30°F to 73°F at 160 psig (-34°C to 23°C at 11.0 bar) Limits: -30°F to 100°F at 125 psig (-34°C to 38°C at 8.6 bar) -30°F to 120°F at 101 psig (-34°C to 49°C at 6.9 bar) -30°F to 140°F at 80 psig (-34°C to 60°C at 5.5 bar) Product Information and Apptication Use Uponor's ASTM Ecoflex� Potable HDPE features high-density polyethylene (HDPE) service pipe protected by multilayer PEX-foam insulation and covered by a corrugated, waterproof HDPE jacket. Use Ecoflex Potable HDPE for coid potable-water, cooling and low-temperature heating applications. ✓ Part Description 1�/a" Potable HDPE, 300-ft. coil 1�/z" Potable HDPE, 300-ft. coil � 2" Potable HDPE, 300-ft. coil 3" Potable HDPE, 300-ft. coil 4" Potable HDPE, 300-ft. coil � T o dd � � 1J_l_ 1 1 1 ■ Part �acket Service Service Number Size Pipe OD Pipe ID co) ido) id�) 5115513 5.5" 1.660" 1.368" 5115515 5.5" 1.900" 1.554" 5115520 5.5" 2.375" 1.943" 5116930 6.9" 3.500" 2.860" 5117940 7.9" 4.500" 3.680" Foam Insulation Weight Thickness Value (Ib./ft.) 1.54" 1.42" 1.18" 1.18" 1.06" R-5.91 R-5.45 R-4.54 R-4.54 R-4.09 1.0 Ibs. 1.0 Ibs. 1.4 Ibs. 2.4 Ibs. 3.6 Ibs. Installation Install Ecoflex Potable HDPE in cold potable-water, chi►led-water, cooling and low-temperature heating applications. Join pipes through fusion welding, electro-fusion fittings or HDPE compression fittings (not sold by Uponor). For additional information, refer to the Uponor Pre-insulated Pipe Systems Design and Installation Manual. -: `!�` T-- _ � � I1 / Standards j� �� �`'-� � `I `�� � 1 PE 3408, PE 3608 or PE 3454; AWWA C906; ASTM F714 'J� �odes �;n ��B 2 3 2Q11 UPC; IPC; NSPC; NPC of Canada �! ,,� Listings -r�`�,1/��+3�.� ��=' \!/���. NSF/ANSI 61 or NSF-pw � .+ - � ....... .... _ .... ... ....., .,........... .......:.A Related Applications Pre-insulated Pipe Systems Radiant Heating and Cooling Systems Snow and Ice Melting Systems Permafrost Prevention Systems Turf Conditioning Systems Contact Information Uponor, Inc. Uponor Ltd. 5925 148`" Street West 2000 Argentia Road, Plaza 1, Suite 200 Apple Valley, MN 55124 USA Mississauga, ON L5N 1W1 CANADA Phone:(800)321-4739 Phone:(888)994-7726 Fax: (952) 891-2008 Fax: (800) 638-9517 www.uponor-usa.com www.uponor.ca �c( � n�4 VE � c��i � I e� '� �!L 1rls �-�p R. -17� e'1 a^ pP.�v va (. . �t�i i lL %b4 YE �l�►tl u� O�V OlL Pv Rt.�JI� 1 L- X � 8Y 71t���Mi 3•�•� I. � Uponor - For Professionals uponor Why Uponor Training Find an Installer Home : For Professionals : Products : Pre insulated pipe For Prof essionals Overview Working with Uponor / ✓ __ v _�� - Ecoflex Pre-insulated Pipe Case Studies Products Ecoflex Pre-insulated Pipe offers flexible, plastic distribution for a variety of hydronic heating, cooling, potable and hot water applications. The pipe consists of durable Engel-method crosslinked polyethylene (PEX) tubing protected by multi-layer insulation and a waterproof corrugated jacket. The pipe comes pre-assembled with one or two service pipes, insulation, and a waterproof jacket — all in one pipe. A special oxygen diffusion barrier on the PEX tubing keeps oxygen from penetrating the tubing walls and entering the circulating fluid. Ecoflex is ideal for applications that require underground piping to distribute water and other fluids from the heating and cooling water source to where it needs to perform, such as campuses, resorts, guest cottages or cabins, hospitals, housing developments, and snow and ice melting. Related Documents Pre-insulated Pipe Systems Products and Applications Brochure Pre-insulated Pipe Systems ASTM Ecoflex Catalog Supplement ASTM EcoFlex� Thermal Single Submittal ._.�---ASTM Ecoflex� Potable HDPE Submittal WIPEX Fittings Submittal EcoFlex EPDM Rubber End Cap Instruction Sheet Pre-Insulated Pipe Systems Compression Wall Seal Installation Guide Page 1 of 1 For Qrnjessiar Mcd�a ftoom: Evci�cs Tools Technical Docs Features and Benefits ► Using unique Uponor products, such as the Connection Vault and Tube Uncoiler multiply the cost benefits. ► Lightweight and flexible Saves energy ► Pre-insulate and quickly ► Long coil le if not all, burie pipe joints The watertight high-density polyethylene (HDPE) oute protection from ground water which would otherwise r system. The closed cell PEX insulation foam retains it capability and thermal efficiency for the entire service For Professionals Building partnerships for better human environments. As a leading provider of radiant heating and cooling, K safety solutions, we lay the foundation not only for our se►vices, but also for professional contractors and insl are committed to providing the untimate in home comi As an industry professional, you're an e�ension of the building awareness and educating consumers about l of-the-line systems: plumbing, fire safety, and radiant we're here to help you, every step of the way http://www.uponor-usa.com/Header/Service/For-Profe ssionals/Products/Pre-insulated-pipe... 2/23/2011 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� TOWN OF VA1I, ' Town of Vail, Community Development, 75 South Frontage Road, Vaii, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 NEW (SFR,P/S,DUP) PERMIT Permit #: B10-0303 Project #: PRJ10-0195 Job Address: 115 FOREST RD VAIL Location......: 115 FOREST ROAD Parcel No....: 210107113030 OWNER 115 COMPANY 09/16/2010 4960 S LAFAYETTE LN ENGLEWOOD CO 80113 APPIICANT BECK BUILDING COMPANY P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR BECK BUILDING COMPANY P.O. BOX 4030 VAIL CO 81658 License: 117-A Description: NEW SINGLE FAMILY RESIDENCE Occupancy Type Totals... Number of Dwelling Units: Occupancy: R3 Type Construction: VB 09/16/2010 Phone: 970-949-1800 09/16/2010 Phone:970-949-1800 Factor Sq Feet Valuation 6,990 $2,900,000.00" Status . . : APPROVED Applied . . : 09/16/2010 Issued . .. : 10/21/2010 Expires . ..: 04/19/2011 Town of Vail Adjusted Valuation: $2,900,000.00 Total Sq Ft Added: 6990 ...<.,.,.,...>.,...< ..................,,,......,,,,,�».....�,,,,...,...,,,....,..... FEE SUMMARY ,,,.,,,,......,.,,,,...,,,,,......�......��...,�,,.....x,,..,<....................�. Building Permit Fee------> $12,543.75 Will Call---------------------------> $4.00 Total Calculated Fees-------------> $79,769.69 Plan Check--------------------> $8,153.44 Use Tax Fee---------------------> $57,800.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $220.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES-------------> $79,769.69 Investigation-----------------> $0.00 Recreation Fee----------------> $1,048.50 Payments------------------------------> $79,769.69 Total Calculated Fees------> $79,769.69 BALANCE DUE-----------------------> $0.00 ,,.....> ...................................................,,..,,,.......,,,,x,...,..,.......x,...,.,....... ,......,�.,,......,,,..,�..........�..........,,,...,....,,,.......,,,...,,.,.... DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the informatior as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. (3'ECtc vILDtN : /� • �� •/o ig tur of Ow er or Fractor Date �fERlLY ,C , f�o�.o Print Name n e w_co n s t r u ct i o n_p e r m i t_ 04190 8 ...............................�..,.......,�......,.................,..,..>..............,.,.....,..,.......<..,...,,....�.>....�,.........,,....,,.......,,...,....,....,>..,.,...... Permit #: B10-0303 APPROVALS as of 12-28-2010 Status: APPROVED x k+wex�ka wrt+ta#�twwit+Frt�.FYrf �.F� �M #�#i(rttrtrtf f>## #i(f**a'frfewY�we#wYe:Ff trhf 4Yr�khfr�k�kf f f f i`4iF#1r44f MrtrtTril�4lf f�i(f#*1r#+*kk#f Akh+FhYrrtrtf tr#:li�k�k�kirM#R#rtiF�ktrinFrtirrt4irl`4##*#i�lRiti�irR*#alari�*rtYeR*i�hwRww�F+FwwYrYrwef+4itRtrAYeYew�twh:F## Item: 05100 BUILDING DEPARTMENT 09/28/2010 cg Action: CR comments sent to applicant 10/15/2010 cg Action: AP APPROVED PLAN REVISIONS ADDRESSING COMMENTS MEP REVIEW INCLUDED WITH BUILDING PERMIT FINAL SPECIAL INSPECTION FORMS STILL MUST BE SIGNED Item: 05110 ELECTRICAL REVIEW 10/15/2010 cg Action: AP APPROVED WITH BUIDLING PERMIT Item: 05400 PLANNING DEPARTMENT 10/21/2010 bgibson Action: AP plans routed to Chris Gunion Item: 05600 FIRE DEPARTMENT 09/27/2010 mvaughan Action: AP fire alarm and sprinkler systems shall be installed under separate permit. Item: 05500 PUBLIC WORKS 10/20/2010 cs Action: AP approved with the condition that the proposed stairs leading to Forest Rd have no vertical element (ie hand rails) with in 10 feet from the edge of road. Item: 05101 BUILDING DEPT REVISION 11/26/2010 Martin Action: CR Please have the soils/ civil engineer of record address the following: 1. Engineer of record to review and accept the plans as being in general conformance with their plans. 2. Indicate an ILC shall be performed to verify loca6on and height as per approved plans. 12/16/2010 martin Action: AP concrete breaks 12/27/2010 JRM Action: AP ADDITIONAL MICRO PILE APPROVED .....,�.��,........��,.,...�.>........�>......>�..,.,.,x ......................................................,,....,,«..>..�...����.�..�.>.,..,......,.,..............,.....,...�... See the Conditions section of this Document for any that may apply. new_co n stru ction_pe rm it_041908 •+«x++>+��xxx+xw����.www�+�w�wwwwrwwww���x���+xxxxx:�����xi���xxa++�w�wwwww���wwwwewwww�wwwwww��+���������xx>x���xx�xwwxw+»w�wwwwr�w�wwwwwwww���www����w�wwwwwww++�we���wxwww�+�w�w� CONDITIONS OF APPROVAL Permit #: B10-0303 as of 12-28-2010 Status: APPROVED ........................�........................,,.........,,...,,....,..,.,,.........�....,....,..................,.,,..�,,,..,,,,....................,.................,,.....,.....�. 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: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 Cond: 16 (BLDG 2003): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG 2003): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG 2003): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 39 (BLDG 2003): 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. Cond: CON0011679 All exterior lights shall be "full cut-off° style fixtures. n ew_co n st ru ct i o n_pe rm it_041908 *�**************************************************�*************************************** TOWN OF VAIL, COLORADO Statement *************++***************************************************************************** Statement Number: R100002056 Amount: $220.00 12/28/201010:34 AM Payment Method:Credit Crd Init: DR Notation: MC *1173 Terry ----------------------------------------------------------------------------- Permit No: B10-0303 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-071-1303-0 Site Address: 115 FOREST RD VAIL Location: 115 FOREST ROAD Total Fees: $79,769.69 This Payment: $220.00 Total ALL Pmts: $79,769.69 Balance: $0.00 ***********************************************+******************++************************ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 220.00 TRANSM ITTAL FORM Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hou� minimum), and are due upon issuance. Permit #(s) information applies to: W��'.WY��Y�Attention: � () Revisions � � — ( O ` fl � �3 n l,R , ���N �Ara�� � ) Response to Correction Letter ���� attached copy of correction letter ( ) Deferred Submittal _____ _ ( ) Other Project Street Address: 115� �orz,�3T IZo� (Number) (Street) Building/Complex Name: (Suite #) Contact Information: Company: g�G� QU�ID tM G Co N1P�N� Company Address: �• �• Q�X '�{, � 32� City: �R7 i- State: C.c7 z�p: 81658 Contact Name: �� C2,R.Y t� O N 1� Contact Phone: 7%0 '�i %�o ' J�.3 6S� E-Mail � I�2�Y C.� QEGk.QUlL1�S.GoM Revised ADDITIONAL Valuations (Labor 8� Materials) (DO NOT include original valuation) Building: Plumbing: Electrical: Mechanical: Total: Description / List of Changes: fL�PoNsES To ��� �. ,ex-v,� C�, MMC�r aF �� /L1� f,�, I° [� P�,N ��- �� 6�+'d,E � � Co�,�-1,�..-u,r: j•� �.�{�vG7tiRR��FF C. �'nx3 I*��. .l' J i�pN at'�' � A��v�c ,� M«� P: c� Pw�r. .?.� .,iv�t.v� 1.�� c.�.H c,^�+T°" �.o c�+ n.•+ g �i � /�%t c /�o � � L�7 . (use additional sheet if necessary) __ _... __. Date Received: ' L� � ��. IJ V � DEC 15 2010 I TOWN O� VAIL � 0 0 ■ ■ a �n es� ence 1 � 5 Fores t Roa d Vail, Colorado Micropile Foundation 1. Cover 2. General Notes 3. Locations 4. Details � Yeh and Associates, Inc. Date Consulting Geotechnical Engineers 170 Mel Ray Road Glenwood Springs, CO 81601 Phone: (970) 384-1500 Fax: (970) 384-1501 Sheet Revision Revision/Issue Checked by Designed For: B&Y Drilling, Inc. p ���o�� DEC 15 201Q ! TOWN aF VAIL �IREVIEWED ❑REVISE AND RESUBMIT ❑REJECTED ❑FURNISH AS CORRECTED Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that af all other trades, and performing his work in a safe and satisfactory manner. REI�STRUCTURAL Date:12 / 3/ O l O��ob Redwine Project Number: 210-158A ��''� by: �J Date: Project: Checked b• November 2, 2010 y' RDJ } ��; �• � %r�,��',�-- �/G �F . f� ... ..^� ���/�,.,: / a _. -',��vy. . . Cover ... . ,► � 5heet Number: Taplin Residence 1 of 4 � � 1 1 � , 1.0 Micropile Foundation Materials 1.1 Micropile bars - Grade 75 all-thread bar or equivalent in accordance with ASTM A615 and epoxy coated in accordance with ASTM A153 or Williams injection bars. Injection bars may be bare bar. fy=75,000 psi 1.2 Grout - Grout may be neat-cement or with sand, with Type II cement in accordance with ASTM C150. Water-cement ratio should be between 0.4 and 0.6. f'c=3,000 psi minimum 1.3 End hardware (if necessary) - Nuts shall be in accordance with manufacturer's recommendations. Bearing plate shall be in accordance with ASTM A36, Grade 36. 1.4 Concrete - Per Structural Engineer 2.0 Micropile Installation 2.1 Micropiles to consist of solid or hollow injection bar. For injection bars, install bar per manufactures recommendations using grout to flush cuttings. For solid bar, drill hole to depth indicated on plans. 2.2 Install bar to depths specified herein. For solid bar, grout shall be tremie placed at the bottom of the hole displacing groundwater upward as necessary. Cut bar to elevation as necessary. 3.0 Micropile Foundation Design Parameters 3.1 The micropiles were designed in general accordance with procedures contained in the FWHA "Micropile Design and Construction Guidelines", Report No. FHWA-NHI-05-039. 3.2 The following strength parameters walls were assumed for the subsoils based on the "Presumptive Soil Parameters for Foundation Design, Proposed Improvements, 115 Forest Road, Vail, Colorado" by HP Geotech, Inc., Project No. 110 044A, dated March 15, 2010. The foilowing bond values were assumed for the soil design parameters based on the soils investigation: q ult �� Natural Bedrock 30 An experienced geotechnical engineer should verify the above design parameters during construction. 3.3 Groundwater was assumed to be below the bottom of the micropiles. 3.4 Vertical Deflection < 0.25 inches Horizontal Deflection < 0.50 inches � Yeh and Associates, Inc. Consulting Geotechnical Engineers 170 Mel Ray Road Glenwood Springs, CO 81601 Phone: (970) 384-1500 Fax: (970) 384-1501 Sheet Revision Date Revision/Issue 4.0 Verification and Proof Testing 4.1 At least one preproduction axial verification test shall be performed to verify the contractors installation method and bond stress in accordance with FHWA-NHI-05-039, December 2005. Tension testing is acceptable. 42 Proof testing shall be performed on at least 5 percent of the production or sacrificial piles in accordance with FHWA-NHI-05-039, December 2005. A passing verfication test may be used in lieu of proof testing. 4.3 The micropiles may be redesigned at the discretion of Yeh and Associates based on test results. 5.0 Special Provisions 5.1 This design is valid only for this site and is to be constructed by B&Y Drilling, Inc. only. Micropile loads provided by the structural engineer. 5.2 Yeh and Associates is not responsible for design of pile cap and pile cap reinforcement. 5.3 Others are responsible for field locating all nearby utilities. Conflicting utilities may require redesign, at Yeh and Associates discretion. 5.4 Yeh and Associates is not responsible for quality control, quality assurance, changed conditions or problems resulting from improper construction techniques. 5.5 Yeh and Associates is not responsible for construction site safety. 5.6 Yeh and Associates is not responsible for foundation and micropile layout. Designed For: Checked by B&Y Drilling, Inc. Project Number: 210-158A Prepazed by: � J Date: Project: Checked by: � J November 2, 2010 ��n T �." ,• +�`� �,'a . ,,; � �r ��`�� s '�''���" �' v 35�3� � : :� �� �• 1/��6 .� . s �, ;. o!�• � ♦ � /, , , "...*�.�� , .. _ �K General Notes I Sheet Number: Taplin Residence 2 of 4 8220'-0' � ( ��� v r--- T.O.F. 8216'-0' � `'� 8224'-0' T.0 W. ' 8217'-0' �-- I I T 0 F __ f#} ._ 8220'-0' 8227'-0' �=i- �� T.O.W. � � ,�-�822�� �,-_ T.O.W. '� -;. � ~ � � 8225'-6' I � ��� -8236'-0" �� � �' �' I I � ��, �—_ I I �' . T.O.f. � � _ _(:� 8222'-0" � _ � � � T O.W. � T 0 F. _--'" � -08235-0' T.O.W. . T O F - -- ' s22r o.�I3`, � � _—�� I I �'�a2�s�-o� � t 8236'-0' �� T.O.W. � � T.O.F. — -- _ 8224'-0' T.O.W. 8239'-6' ,� T.O.F. � � ��8235'-0' � � /�' 8229' 0' — T.O.W�. � r T.O.F. T.O.W. �� � T.O.W. 8241'-0'�''\ ' _ _ T.O.F. , I ( �'�> 823�5'- "11 - __ _ __ �� , 2sr_o� s2a��-a� - s2�s�-� _. _ � r _ _. , -� � T.0 F. T.O.W. _ __ _�, _�� , 8229'-0`��jj� � '�8235'-11• I�, � � � ' / ��i T O.W. l,. g � �� � L _� - `� � ��� s z 1 s , � i � ' I ' I � �_ �0� �M� � _ o__ a2�s�-o�� LI T.O.F I 8216'-0'� � � T.O.F � ; ,_, s2�s�-o� ���1 r T.O.F. � 8222'-��! T.O.F I 8224'-0"� ,... _ ,l Vertical Micropile f F attered Micropile T p F I 8227'-0 � T QF. \\_` � y --- _ `i 1 � / 8229'-0' T.O.F. � � "C� — —E��� �- � � � �r � � � � 8228'-0" � �� � ' 1 �s_� � o� ^7, �L �� 1A L��' y�� �r � � `�s 9 I ��� u� � ��� i �k � \�� , �,_� � Yeh and Associates, Inc. Consulting Geotechnical Engineers 170 Mel Ray Road Glenwood Springs, CO 81601 Phone: (970) 384-1500 Fax: (970) 384-1501 Date � � � � _ �� i.v.vv.— za n�-o� rJ li � T.O.W. I �- - �_ �8222'-0' , '�, I �I TOW. � ' � 8227'-0' � ,—� ��ow _ I ��8227 0' . - - BRIDGE � �� PILASTER ]��/ T 0 W. _ �- . �- - J a2sr-s� r T.O.W. � , _ ,.-�38237'-6" ' , T O.W. �`38237'-6' : 7 o.W. j ���8237'-6'-- T O.W T.O.W. 8237'-6' "8236'-0' 1 il � T.o.w. � �8236'-� S.O.G STOOP - ! � ��-� III �T.OF. _ �' � � �' 8228'-6' t� l'� j �—_. -_ �H --_ T.O.F. 8232'-0' Sheet Revision Revision/Issue T.O.F. 8236'-0' MICROPILE SCHEDULE Micropile gar Size Loads per Minimum Type Micropile Pair Micropile Length �, Williams 38mm injection 44.0 kips vertical 40 feet or No. 10 all-thread bar 12.8 kips horizontal �Bedrock penetration = i 15 feet min.) 00 � � � �I � � T O.W. „� T O.F. �8243'-0" j r�8228'-6' �``� ��,� � � .,� °`__'� � `�1 � , %�� f I �. % Designed For: Checked by B&Y Drilling, Inc. Project Number: 210-158A � 7 TOF. , ��8232'-0' N �T �� � � � � , ' ; �-��%'� .�''r� � � ��-��� �� � �����C ,°. ��5,{`�°•.....n° . , .9;''l�A i,�.. . 10 0 5 10 SCALE: 1" = 10' Notes: 1. Structural drawings and loads provided by REI Structural, Inc. plans dated 09.02.10. 2. Minimum micropile spacing of 2 feet. 3. Vertical micropiles should be installed within 5 degrees of vertical and battered micropiles shall be installed at 25 degrees from vertical. 4. This drawing should not be used for micropile layout. �� bY� � J Date: project: Checked by: � J November 2, 2010 Locations I Sheet Number: Taplin Residence 3 of 4 Total I � Downhill awav MICROPILE ELEVATION � Yeh and Associates, Inc. Consulting Geotechnical Engineers 170 Mel Ray Road Glenwood Springs, CO 81601 Phone: (970) 384-1500 Fax: (970) 384-1501 Date rcement by Structural 7 in. min. concrete plate) f Penetration into cap per structural (1' max.) Williams Injection Bar or All—thread Bar (See Sheet 3) Sheet Revision Revision/Issue � � Micropile Bearing Plate :":';il' Grout �. i A' \ :•.. ��ql� -" 4.0" MIN Column MICROPILE DETAIL Borehc Field Installed Grou Micropile Bar .f�����+p�, g ) � � � �"-.• i � °� 0 6J � .,� �� �� . .�Y��,,� N..�,,\ .'� 35 32 c�a � ,�o � j ����� � : r, �' ,� ���' ... R :,(�,r Designed For: Checked by B&Y Drilling, Inc. Project Number: 210-158A MICROPILE CROSS SECTION A—A' --j �1.00" MIN I MICROPILE BEARING PLATE SIDE VIEW Prepared by: � J Date: Project: Checked by: November 2, 2010 RDJ Micropile Hole Diameter �--g = Bar Diameter + 1/4" I -� �n 6 � MICROPILE BEARING PLATE FRONT VIEW NOT TO SCALE Details Sheet Number: Taplin Residence 4 of 4 � � 5 � � � � �FOUNDATION PLAN N„�_,-0� FOUNDATIONPLANNOTES 1. ALLOWABLESOILBEPPJNGPRESSIIRE=2500PSF 2. SLP&ON-GFAfJESHALL�4�NCHTMCK�R�dN.N9Gf7TCONGREfE 3. REIPFORCESI.P&ON-GRADEWTHFIATSFEETSOFW.W.F.6�G�Wl.irW2.1GEMERFDiNSLPB 4. LOCRTEYPB-0NfiRPDECOMROLANDCONSiRUCTIONdqMSTOCPEATE PPPROXIMATELY SWPRE PAI�LS hEAuIRING LESS THPN 200 SWORE FEET IN PREA LOCATEJOIMSONGOLUAfJCENfERLIAESWN81EP069%E. T.O.L 5. TOP OF CIXJCRETE SIPB FIEVATION NOTE� THJS: �- ON PtAN. T.O.W �'� 6. TOPOFWpLIElEVNTiONINqCATE0THU5:�-- ONMN, �"� T.O.F. 7. BOttOMOFWALUfOPOFF00T1NGELEYF110NWaCATE[1THUS�- ONPIMV. x�a�-�c 8. CENTH2FOOTiNGSIJNDERWAllSUN.E550M1EN510N�OTIERLM5E0NPUN. 9. FOOTINGTVPEINqCATEDT7R15:"u��;IXJPlN1RE:gCHEIX1lE0NiHI55HEEfFORAOqiIdJAL IIJFOId1AilON. t0. STEPINBOTTOMOFWALLINDICATIDTHUS--Q ONPLPN. ii. STEPINTOPOFWHIIINDIChiEDTHUS�.-� piPUJ1 iz. aosrs�zESUacn�orHUS�.Qanttnr.aF:sct�ouEONrr+ssH�rFa+aosrsze& 13. COMRACTORSl1AlLVEPoFYPNDMNMPINC6FR0$TDEPiH70H0TfOMOFF00TNG5. id. PILEXTERIORWALLSPREB"THICKU.N.O.NJ.IMEPoORWP1l5ARE51/1"THCK,LLKO. 15. ALL WPLL FOOTINGS AIiE i-4"N10E R 12"TFtlCK, UME55 NpT� OTHERlMSE i6. EIEVATIONt00'-0"=US.G5.827d.�' 17. TOPOFC�NCREIEATTV%CALSLPflONGRMEATRECRfATONLE4El=89'-E(BP035� 18. REfQitOSlIEE(5001FORGENH+PLNOTES. 18. REFERTOSHEEfS500PTHRW(�iS005FORSTPt�NOOETPASSTAN�hRDDEfPRSARE N0T NEGESSNUIY CU! ON PLAN BUT qPPIV TNRWGHO(t� PfiOJECT. 991L NNL WqLI NQ�ES 1. IXiIIJ(S OF tlVALL SHONH PRE MNMUAITO fAN5T1NCT FOUN�ATIONS. 7. TOP OF WALL SHOVuN � 8417'-0', BIIT Al4Y F��TO BE HGFIER BASE� IXJ P.GNPL GRPDE PND LOCAt17E0 STl�IJTV ISSUES 3. FlNALDESIGNANOARRPNfiFAiEN�50FWALL6Y0TF6ES. STP1R GONSTRUGTION NOTES 1. TREADS • 3%11 FlAT • SUPPORTAICEHTERWALLNITHIY%Z%1!!%if'IMH(3jSMP50N50525300�1fA5TUD) . suaroaraTOUrsoewuiswrn�rarereoix�zsrwr�awtn��3aisaensTw x wr�rr�nn . axtsFUr � 9lIPF'ORTATCEMERWALLNA7Mt2%Y%111%it'LNM(2)SIMPSqJ9D5t5300�5YCGIGE • sUaPORr ai � WuA xlnl Dw lEDCiR+Mni (3)16a �wio (z) Ea sancFD siuos 3. LAPf71NGS • 3X17 FtAT • SUPPORTATCENTERWALlN41HL2%7%114VERTICP1LEGlPV�RiH9AP50NSDSiSi00 SUPPORT L1X pT 011TSIDE WF115 N7TH Y%TWt�NAEFt APoD SMPRON 50525300 iHN YfRT LEG • SUPICJRT3%12ATEDGEWOLINATHt%BLE�GERWTM�3j7fidEASTW b � � w w� i � T.O.W. �o _ � ,q 8127'-0 ii1'�� � � � �\ �\ T.O.f. ��a-�� T.O.W. � 8227'-0' r T.O.W. 8236'-0' T.aw.6 823ff£ r.o.w 0741� \ '7� T.O.NL T.O.F. v T.O.F. �/ \ / � \„/ I +, T -- • � BY03'-3' BiB9.�. - 8/96'-0' r-- � � _ -�az.-„-_���.--�.�.- . _ _ L_��_��� �__�___�� _�J I I I I r------------------� r----� �,., I '�, t'6' � 19d1' - � y5',P � �. - � id-0" 3'•10' ���I i r , rs� I ra�rz• ie�a�rz• I I; I 2�'�' � I r.aw. - 1 I to.w I � vaaes � �, �, I . I VMdES Q T.O.W. � � T_O.F �,�. � T.O.F. ', § . I � esa�-r a�ss-u� I I eiss•.o• I I r.o_w. I I I � I r.o.w. i �� � azms���� I I � �-----� � j T.aw. � esae� �o.-r^zaa -I .,_ T�� ----- --------_ - L- ---� _I i, - za-o------ 0eza5s------ I � I - -� � - I II r.o.F.�, e�ar-c � � �� ------------- � -------- �---�= - �ec�-------------- --4 �I esm�-�-- � r 't �r' ____ .�_� � � I � I � I � II I 1 ---------- -� �+ � i l ear.siw� .� i � �------ I � II � I I I � I � !, °° m�I t'.o.w. � � � � ,, ��,,, 811731N" � � T.0.F. � ' '.., � I I 8207-6" I � I 1 I � � ' �� T.O.W. � � � 8212'61/1' I I t.o.F. � j �-- I'I-� I I 1 e�,�. 1 f�- �.. � � � � L -_, � �,� r.aw I 1 � j ' e:�ss � i.0.f. T.O.F. T.0.W. „ T.o.F. I � I �, ' i� azus�s aso2�-e � eazr-a w. ��. asozs � � T.aw. I I I 1 � � � � ez2i.r e I, I 1 I r.o.F. r.o.HC I r.o.w. „ I I �� �'� T 0 W � H701'-6' T.O.F. sli6a�°', � � ------ > � r -��c / ema-c _*�zoae, ez°r��' \,\. \ � � ��// I ( 81Qi'-6" T.O.W, b�2<'-�� � �i _ _ i � � 1-- �---� I � J r___ �, � I I fl -1 Z_________ ..'________- _� � � _ - _ - - / i i -- � - - � r-, F � f---'1�--- ---- S,, __� 1 � 1 L---� r-� � �-----� `-----' L_ro.F. _J � i .....;z s-9�rz°."� � Waarsi�Ewr�c I I � �� i.o.w. ezar-e I - . I , � � 'a a:3s-rc � � � � � � � � I m \I I t.o.F. 1 to:�u � I tow. - j w � I 82075 T.O.F. T.OW. i'�.....-- T.O.� I BY7g'�' m �. \. �� � T.OW. T.O.W. ^ ` % � 81�'-6' I l � ! s� 1 azs�oiw� I azisa� I ; I 1� � /�°esa3�-0aa• s��as• --- � � L--- -----�--------- Z----- � - �--� r � I I - -------------- -- i � - - - - - - - - - - � �-� � i �� BPo�GEHUISTQt i � I T.O.F. � � T.O.NL � � '�. T.O.F. I I I \i � ,� T�a�F� 8115-0' 8Z24'1P � � T.O.Yi � I / 827T-0' �TAF. � � 8216'-0' ����� j , ; �B:m� � � / �- ---$, � � � D � __ i ; �.o.F. i i- i / � � T.O.W. � BYYO'-0' i ` ' �B4t5;fi' � � I / TA F. :,' . i i'�-+__ '?' _ i � �- es,s.� i i i zo•e�.FOOnucrm-u.Ha. �-_ `_ - i__ � � I ...� i 1, rYr !6 T.D.F. ' - __ ' --' � � � � 1--- - 8227-0' �� T.O.Vt � � � � � ��� � ��'-0' � � �� T.O.F. I ' T.O.F. � � � � � � T.O.F. i � 8Y17-0" � � u 82Y2'-0' � � _ \ � � 8Pffi'-0' \ I I � � /� SY2T-0' �� � i 1 � �� LL� � ' T.0. ' � 1 � szza-o� I I r.o.w. 1 � ewoc�nus � � � � �2 ��,_�. � I,.T.o.F. I I L_1�---, r.o.e I t \\ I j � azzv-m �f a2zs�-o� �-\ 1 I � � �l � � � L--- L -J e � I I T.o.w. � r I I � � I I ����,-�r � I I 8231'-0' BY43'-0' T.O.F. I I -- F. az�� � R ° �z -�,� � � �! '� � r.o F. � j I I, � --_ - az��.��� � � M� c n.o P► �.c.t ��' � T.QW. � � � � 8P35'-11' � ` ��`�- � .i' r.o.F. ' I j I _� "����_ � I T.O.W. 17-0" � �L�` � --1 �_ aza�.P I � T.o.F. I I I � I � _Y'�.�,� _ ,ei __���.� 8131'-0' -��� f `� �� / T.o.P. � _ � � � � SIQuE ��� � � � - 8Y2� ( � , -,_ -__ � 1 I I A! ' � I ".� T.O.W. � I T.O.W. � __��� `_±�-��� -�38' � � 39'fi9 ' -�____ _ __ � ''--___,_ � � i----ii � I ,___ w I � IJ i I I -'k- � � � . I _ 4' SO.G STOOP i ��� _ NlfTWCKQ� EDC�S \, \ � B - �? �D 1 F � � � 0 9 2010 , , � I � I � I �- I � �; II � �. � � � . � �. � �. �-:� � / T.O.F. � _ _ _ 8231'-0" " _ C Q �Q � o 0 U J � � � 6 � _ - �! - � � � � o � o � � 3 ��� • REI � STRUCTURAL �IBdt&caMaY.>uM25a 0 'ei.G9 BOTJ3 oa� �se� o W 6..� _ Z � � f./1 W � � � O � c G � � C �� ��a O Y � j � - 0 m F- O PROJECT: 10046 DRAWN BY: AS DATE: 09.14.10 REVISIONS: I I ._ � itEGigT �o�o �g� �Rf-O4:.�'0 � c�u' `I''j6�9 Yoe �u p� 9�y,y�',me�r �, '�..�,�pti��. "...."+��_.�. FOUNDATION PLAN S101 . �-ti �118B HIpIWAY 6 @ 2�. E�4YE-VFI� V.O. BO% t.b EOWAft05, C0. 816]2 (B]01949-1106 �: ,� ��� � , / ( 0' � � I 7 �' 20' 30' _. . ___. _ ._ ___. _ . . _ _ � ������ OEC 15 2010 � TOWN OF VAIL '� � � , � � . _ .�. PROPERTY LI T.T� -„��_� o.00' 0.33' 0.00'_ ___ _ __1___ __�_ ' ' �_ � � \ �. ` � _ _. `'�, '�--- I`7 0.00' ___�4.48' 'p ���o�� DEC 15 2010 ���V� O� VAIL � TRANSMITTAL FORM Revision Submittals: 1. "Field SeY' of approved plans MUST accompany revisions. 2. No further inspections will be performed until the �evisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: �Io - 0303 � � Attention: ( ) Revisions � �Response to Correction Letter � u��-PiN � p �- Pr . _attached copy of correction letter �""� ( ) Deferred Submittal /'1a,���1 '6 Ji�. ( ) Other Project Street Address: 1 �.� �a n.�zT ( Zo � D (Number) (Street) (Suite #) BuildinglComplex Name: Contact Information: Company: g�Gt QU�CD t�l G C o MPA�N'r CompanyAddress: �• 4• Q�K �-{ 03a City: �%M �- State: C.c7 z�p: t� l 6 SS Contact Name: �� R-RR'� � O rJ D Contact Phone: � %O - N % �o ' .�.3 �i5� E-Mail " ( �/Z.i2Y � QEC.�C(3U1 Lt�S. CO� Revised ADDITIONAL Valuations (Labor & Materials) {DO NOT include original valuation) Building: Plumbing: Electrical: Mechanical: Total: $ $ $ Description J List of Changes: 3 Ce N c�,z- �$ a�+��- TG�'r ,�C�o �c.rs 'ivr� �NG "'l'� �h1'� O,J ��U�4:Zi� C�'C� • (use additional sheet if necessa Date Received: �� L�� v � ��C � �� �010 TOWIV OF VAIL oi-J�-to H� � HEPWORTH-PAWLAK 6EOTECHNICAL 5020 County itoad 154 Glenwood Springs, CO 896b1 Phone: 970-945-7988 Fax: 970-945-$454 hpaea(�hpaeotech. com SHOTCRETE CORE TEST REPORT Frank Taplin Job No: 110 044A 1505 Rising Glen Road West Holiywood, Caiifornia 90069 Project: Taplin Residence, 915 Foresf Roac[, Vail, Colorada Placement Location: Permanent Ground Natl WaU, 2nd Row Facing LAB SAMPLE PREPARATION Age When Cored: 7 days End Preparation: Date Placed: 10-19-10 Page: 1 of 'i Saw cut Specified Strength at 28 Days: 4000 psi Distribution: Beck Building Company tterrv(u�beckbuilds.com) Contractor Cast Trevar L. Kneil, P.E. j Field Observer Reviewed By I Town of Vaii r1 � �� :� ' I _ �L i�- � �,� ��- j 1 � � ��- �� �_/ � D�� � � ��`d� TOWR! OF V/�IL � � � HEPWORT'hi - PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81fi01 Phone: 970-945-7988 Fax: 970-945-8454 h pqeo(c�hnaeatech.com SHQTCRETE CORE TEST REPORT Frank Taplin 1505 Rising Glen Road West Hoilywood, California 90069 Job No: 114 044A Project: Taplin Residence, 115 Fores# Road, Vail, Colorado Placemeni Location: Pennanent Ground Nail Wall, 2nd Row Facing !AB SAMALE PREPARATION J�ge When Cored: 7 days End Preparatian: Date Plac�d: 10-29-10 Page: 1 of 1 Saw cut Specified Strength a# 28 Days: 4000 psi Distribution; Beck Building Company (terrv(r�beckbuilds.com� Contractor Cast Trevor L. Knell, P.E. Fie(d Observer Reviewed By 'Town of Vaii c�,�� [, � .:. . �� oP� ��' .r� ■ .� <� � �, '� I. � � .�;;� D� -- ;I�i-,-i-� -�- �__, � ��; �_�, � i �_I [� � ���; � �� ����� r�wN c�F �r�iL � � Q � � � H� HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 754 Glenwood Sprtngs, CO 81601 Phone: 970-9A�7988 Fa�c: 970-945-8A�54 h�qeonhpqeotech.com SHQTCRETE CORE TEST REPORT Frank Taplin Job No: 110 044A 1505 Rising Glen Road West Hollywood, California 90069 Project: Taptin Residence, 115 Forest Road, Vail, Colarado Placement Location: Permanent Ground Nafl Wap, 2nd Row Facing i.AB SAMPLE PREPARATION Age When Cored: 7 days End Rreparation Date P(aced: 11-01-10 Page: 1 of 1 Saw cut Specified Strength a# 28 Days: 4000 psi Distribution: Beck Buiiding Cornpany (terrv(a�beckbuilds.com) Confractor Cast Trevor L. Knell, P,E. I Field Observer Reviewed By �,.;�., ,. � �,. a4 '�', m r:.0 .. � pl :'4" •� ' � :��.� �L� ���,` '����� �� I ,7 � ; ; t � �� ^ � 1�I'�'�.F d " �'�.7 _4 �./ V �{' I �& � 7� �P !"9 C � � � ' � �r TRANSMITTAL FORM Revision Submittals: 1. "Field SeY' of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: � � o - 03 03 � � Project Street Address: �' �o n�CZT �o A D (Number) (Street) Building/Complex Name: Attention: sions �� �Response to Correction Letter gu i LD 11.r 6 D�Pi• _attached copy of correction letter ( ) Deferred Submittal ( ) Other Description / List of Changes: (Suite #) � t7 i � 0� t t � � � u� o�. �, P� �o,� o� E Contact Information: Company: B�U� Q U� l7> t�t G C o M PA��,J'f CompanyAddress: Q• �• B�X �-( � 3a city: �%�t-i L state: C�_ z�P: 6' l b S8 � � �, � � � . ►� • �. • L . � .�. - i . � • . Contact Name: �� 1Z.R� 1,� O N 1� Contact Phone: Q 70 •'d %(a •.5,3 65� �1 � PP� ME^rn�L W o�e./c .�.� E-Mail " !�%Z/�Y � QEC,j�.(3UlL/�S. Go� �� £�GST1N6►--P�XM/T. �.tJ � 1�, b E I NI Pt'C�0 t3 � `-� % 6 c'oTE'LN pr.r o�rra �DE rNlO�o� Revised ADDITIONAL Valuations �Labor & Materials) (DO NOT include original valuation) �-dM�N • Building: Plumbing: Electrical: Mechanical: Total: $ $ Nf� � N //� $ /�!�' (use additional sheet if necessary) Date Received: � ( • � • �D � � � � �J LS NOV 0 � 1p1� TOWN OF VAIL oi-J�-to NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES : �nwxo�v�, • Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 NEW (SFR,P/S,DUP) PERMIT Permit #: B10-0303 Project #: PRJ10-0195 Job Address: Location......: Parcel No....: 115 FOREST RD VAIL 210107113030 OWNER 115 COMPANY 09/16/2010 4960 S LAFAYETTE LN ENGLEWOOD CO 80113 APPLICANT BECK BUILDING COMPANY P.O. BOX 4030 VAIL CO 81658 License: 117-A CONTRACTOR BECK BUILDING COMPANY P.O. BOX 4030 VAIL CO 81658 License: 117-A Description: NEW SINGLE FAMILY RESIDENCE Occupancy Type Totals... Number of Dwelling Units: Occupancy: IRC Type Construction: IRC 09/16/2010 Phone:970-949-1800 09/16/2010 Phone:970-949-1800 Factor Sq Feet Valuation 6,990 $2,900,000.00* Status . . : ISSUED Applied . . : 09/16/2010 Issued . .. : 10/21/2010 Expires . ..: 04/19/2011 Town of Vail Adjusted Valuation: $2,900,000.00 Total Sq Ft Added: 6990 ................................................................................. FEE SUMMARY ......,,,.............,..,..,.,...«................,...........,........,.,,.... Building Permit Fee------> $12,543.75 Will Call--------------------------> $4.00 Total Calculated Fees-------------> $79,549.69 Plan Check--------------------> $8,153.44 Use Tax Fee---------------------> $57,800.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES------------> $79,549.69 Investigation---------------> $0.00 Recreation Fee---------------> $1,048.50 Payments--------------- -------> a79,549.69 Total Calculated Fees-----> $79,549.69 BALANCE DUE----------------> 50.00 iti4ti44#ifi�itf�tf#1r�irlfef'fRRR4iRRffitiRrtrty'rtRR�FiF#ltYYf4ilY(####4id+!!*4}4RitRdf'ff'44f'�f#x4RV VR}rRrt*Y�44YiFRfy'Y`Ye4!!###f1r#ffif#1d4ff}#�f'f'A�ft'frrtffrfY'iRfYe4rtYt�irtYeYYei(ffII#f#fff4ffff4l`1`4i}}fffit+tff#fwM1RV DECLARATIONS 1 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 8:00AM-4:00PM. �E� �UlCL�lil>G Gc�. �3 � � � � /o `a/' /o Sig tur of Owner or Contractor Date �%�%�iY � • �ON� Print Name new_construction_perm it_041908 •fxxf���ffifY*�}4�i#4RN1fYYXYw►iAfi►��fRfltxftkfRw**#�#f#fRxwflw�*fk##I14*#�►RfffRRRMwf*Y4ifik44lk�*fR/w�Yf#1ft�444R*#ffxk�M�YIi�4�RfffxxlwY�lfYt�x��4f�NlfYftkwwYf#f1R�f�4��#1HfY APPROVALS Permit#: 610-0303 as of 10-21-2010 Status: ISSUED ..................................................................................................................................................................................... Item: 05100 BUILDING DEPARTMENT 09/28/2010 cg Action: CR comments sent to applicant 10/15/2010 cg Action: AP APPROVED PLAN REVISIONS ADDRESSING COMMENTS MEP REVIEW INCLUDED WITH BUILDING PERMIT FINAL SPECIAL INSPECTION FORMS STILL MUST BE SIGNED Item: 05110 ELECTRICAL REVIEW 10/15/2010 cg Action: AP APPROVED WITH BUIDLING PERMIT Item: 05400 PLANNING DEPARTMENT 10/21/2010 bgibson Action: AP plans routed to Chris Gunion Item: 05600 FIRE DEPARTMENT 09/27/2010 mvaughan Action: AP fire alarm and sprinkler systems shall be installed under separate permit. Item: 05500 PUBLIC WORKS 10/20/2010 cs Action: AP approved with the condition that the proposed stairs leading to Forest Rd have no vertical element (ie hand rails) with in 10 feet from the edge of road. 4it1/fit4lr�tfflttrfr}}1r/fMfttY'4l4YiiR44��ffRRVllrffffrfrfYrkRTTfif444iRik4fflte#}�}11RteRVlrlrf�fi4Y'ffiA'9'f1YrR�RM1'#f44+t4*1tRR1r1rw1r4f1rxRfrW VfA'TrtA'YYr'4M4tfifif#1fifRlrwRxwRfrVfrRRfRflrffYrY'4IIftk#YefY#4Y.Yy'iff/f See the Conditions section of this Document for any that may apply. new_construction�ermit 041908 4fRfiRfff�f*tfw*4iifftRfYff;wkf��RltYkwww**l�lrff*wrt*�f4fR�fRMwwfwfYtffkfff*R}R��Yww*�iXft44lRRffwlYfff#�fRfwkfkf#f*kf�##}f�lrtYfwfiftflkf}Rfrtwwwff#i�4ff#ffMYrtYf*t�f44�A�RRRff4Yw�Itif� CONDITIONS OF APPROVAL Permit #: 610-0303 as of 10-21-2010 Status: ISSUED •YithAf##M41t1rR+Ykrty'y'Ifrt/t'}#f'f'f'flffORRt1r#f4Vf1MRfrT'4Ye*i#f1f'xffV trfA'iFi44H*►f'f'fMMLAiFYrYt�4'kYr4lff`4f' VRV*hY'rtiF}fiff'4wA1fRy"4Yti#f`#Af V �tkYfY�tkYri►1r4l1VRiRtrR'kfFfFY*tr41r#Irf*YfYYffr*it�R1rl1�flflfYMrfi►'kR*Ii!! 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: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 Cond: 16 (BLDG 2003): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG 2003): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG 2003): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 39 (BLDG 2003): 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. Cond: CON0011679 All exterior lights shall be "full cut-off' sryle fixtures. new_co nstruction_perm it_041908 i� �'��� ,� � . , : _ �4� � ¢ Department of Community Development" , _ '-_ -. _,�. �; � _ �� � �'° � 75 South Frontage Road " � �� � � ° � �. f-,' . � �- � Vai! �Colora o.�.8165Z'' ,� -�. �. �.�� �� �� � � t �-w Tel:' 970 479-21�� � �`'�.�� � �� � �� �; �.�� -� �� � Fax; 970=�#7�-2452 � =���, � � '� � "� Web: www.vailgov:com� ( � __� � -{ � $ �� .' Devetnpmenf.Rev�ew Coord�rt�to�; .; �,�� �, C:;�ii��l�,�j� ��+!: � `� ,. _ ' '.._. � �a� `�-��"'�" "�i ffv � �y:� � � _...��a..�?��a�`��. �����:.'����i BUILDING PERMIT APPLICATION Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. Project Street Address: Office Use: I� _ �D(�ST ��►D ' Project#: �RS��—��.'r� (Number) (Street) (Suite #) DRB #: �(�,��(�� ��� r] Building/Complex Name: Building Permit #: ;1� l� " 030.� _ ..�. � __ �s.._ �_�,�. _. �.. ._.._ � A_ �� _, � _.,... � _ _ . , �.� . �, ... Contractor Information: Lot #: Block # Subdivision: Company: � EGk �UI(.,.DIN ,(� GOMPi4l�1� Company Address: P• o. BoK yO3o : Detailed Scope and Location of Work: City: �% I�-t L State: C.o Zip: b`� I658 ` r—(jA� y,��77� STDNE, S ID�KG E Xit7uo2. Contact Name: �re.�2�2,`i � O N � y� V� W A-1.� m �sT ,�6Ear2ooMS' .✓%� Q A�tiT � Contact Phone: �! �' i� 6' J` 3�5 � � (use additional sheet rf necessary) E-Mail TCR.R.Y � C3ECK,C3utL.Ds• COM ,.v._rn...r�.,rv� ; Work Class: Town of Vail Contractor Registration No.: ���"� r / New � ) Addition ( ) Remodel ( ) Repair ( ) Other ( ) %� � Work Type Contractor ig ture (required) ; Interior O Exterior O Both (x) � � .,,��.._ ,.... _ ._..�., ,_.��....,� _��„�.,��.,,��. „�,,�,,��� .�.,��»„ ,�_.�x��� i� Tingle-Family In Duplex�( ) MultiN x��..,. ��.e.,. _.,. �..._.,_. Property Information yp g. Parcel #. LmT 3fl I3�-DGI� / V M�. V� wr� � 5 r� (.t�5 -Famil � Yi ) (For parcel #, contact Eagle County Assessors Office at 970-328-8640 or , CommefCial () Other () visit www.eaglecounty.us/patie) � Tenant Name: owner Name: � � 5 LI.G Valuations (Labor & Materials) Building: Plumbing: Electrical: Mechanical: (including fireplace) Total: .�� �(o O (0 00 00 / $ � . � ��1. Ooo. °- � l l �f, .�oo.—� � 33 �DO � $ � IB� �`%� _ a✓J Does a Fire Alarm Exist? Yes (%�) No () Monitored Alarm? Yes (x) No ( ) Does a Sprinkler System Exist? Yes (x) No () '# 8� Type of Existing Fireplaces: Gas Appliances ', Gas Log Wood/Pellet Wood Burning '#& Type of Proposed Fireplaces: Gas Appliances ', Gas Log Wood/Pellet Wood Buming �_ __ _ _ __ ._.._---_.,.,_ _ , .�._ . ,. � : _ _ . . _ _ � � � �L, Date Received � � � i� D � - � r ;'i _�. TOWR�:_�'�_i.��lL 15-May-] 0 �� e-o�� REScheck Software Version 4.3.1 Compliance Certificate Energy Code: 2009 IECC Location: Vail, Colorado Construction Type: Single Family Glazing Area Percentage: 22% Heating Degree Days: 9248 Climate Zone: s Construction Site: OwnedAgent: . � . ..- . Compliance: 1.8°/a Better Than Code Maximum UA: 840 Your UA: 825 Ths 7L Better a Worae Than Code fndex rofieds how Gose lo complla�e the house is besed on code dade-oR rules. It DOES NOT provide an es6mate of energy use or cost relative to e min:mum-code home. �C�G-�����__ . D ai � :_. � __.; = TOWR� OF VAIL DesigneNContractor: Ceiling 1: Cathedral Ceiling (no attic) Ceilino 2: Flat Ceiling or Scissor Truss WaN 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Window 2: Wood Freme:Double Pane with Low-E Ooor 1: Glass Floor 1: All-Wood Joist/Truss:Over Unconditioned Space Basement Wali t: Solid Concrete or Masonry Wall height: 5.8' Depth below grade: 3.3' Insulation depth: 5.8' Basement Wall 2: Solid Concrete or Masonry Waii height: 9.1' Depth below grade: 7.6' insulation depth: 9.1' Basement Wall 3: Solid Concrete or Masonry Wall height: 8.0' Depth below grade: 5.7' Insulation depth: 8.0' Basement Wall 4: Solid Concrete or Masonry Wall height: 3.2' Depth below grade: 1.4' Insulation depth: 3.2' Basement Wali 5: Solid Concrete or Masonry Wall height: 9.1' Depth below grade: 8.4' Insulation depth: 9.1' Basement Wail 6: Solid Concrete or Masonry Wall height: 9.1' Depth below grade: 9.1' Insulation depth: 9.1' Basement Wall 7: Solid Concrete or Masonry Wail height: 9.1' Depth below grade: 8.4' Insulation depth: 9.1' Basement Wall 8: Solid Concrete or Masonry Wail height: 5.1' Depth below grade: 4.1' Project TiUe: _ _.___ Data fllename: P:\115 Forest RdiDRB & Approvaisltapiin 2.rck 1581 50.0 0.0 346 50.0 0.0 5749 21.0 0.0 864 311 79 275 49.0 0.0 105 15.0 10.0 288 15.0 10.0 68 15.0 10.0 31 15.0 10.0 254 15.0 596 15.0 36 15.0 10.0 10.0 10.0 331 15.0 10.0 0.350 0.420 0.350 33 9 256 302 131 28 6 4 10 3 1 9 19 1 13 Report date: 08/12/10 Page 1 of 6 Insulation depth: 5.1' Compliance Statement: The proposed building design described here is consistent with the building pians, specifications, and other calculations submitted with the pertnit application. The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to compiy with the mandatory requfrements listed in the REScheck Inspection Checklist. Name - Title Signature Date _ _ . . _ _ . _ Project Title: Report date: 08/12/10 Data filename: P:\115 Forest Rd�DRB & Approvalsltaplin 2.rck Page 2 of 6 REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ Ceiling 1: Cathedrai Ceiling (no attic), R�0.0 cavity insulation Comments: ❑ Ceiling 2: Flat Ceiling or Scissor Truss, R-50.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-21.0 cavity insulatfon Comments: Basement Wails: ❑ Basement Wall 1: Solid Concrete or Masonry, 5.8' ht / 3.3' bg / 5.8' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 2: Solid Concrete or Masonry, 9.1' ht / 7.6' bg / 9.1' insui, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 3: Sdid Concrete or Masonry, 8.0' ht / 5.7' bg /8.0' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 4: Sdid Concrete or Masonry, 3.2' ht I 1.4' bg /3.2' insul, R-15.0 cavity; R-10.0 confinuous insulation Comments: ❑ Basement Wall 5: Sdid Conaete or Masonry, 9.1' ht / 8.4' bg / 9.1' insul, R-15.0 caviry + R-10.0 continuous insulation Comments: ❑ Basement Wail 6: Sdid Concrete or Masonry, 9.1' ht / 9.1' bg / 9.1' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 7: Sdid Concrete or Masonry, 9.1' ht / 8.4' bg ! 9.1' insul, R-15.0 cavity + R-10.0 continuous (nsulation Comments: ❑ Basement Wall 8: Solid Concrete or Masonry, 5.1' ht ! 4.1' bg / 5.1' insul, R-15.0 cavity + R-10.0 continuous fnsulafion Comments: Windows: ❑ Window 1: Wood Frame:Double Pane with low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes - No Comments ❑ Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.420 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? Yes _ No Comments: Doors: ❑ Door 1: Glass, U-factor: 0.350 Comments: Floors: ❑ Floor 1: All-Wood JoistfTruss:Over Unconditioned Space, R-49.0 cavity insulation Comments: . _ _ _ .._. ._ ___ _ __. _._._ _ . ..._.. ,. a_...__.�..... - ..._. Project Title: RepoR date: 08/12/10 Data filename: P:\115 Forest Rd�DRB 8� Approvals\taplin 2.rck Page 3 of 6 Floor insula8on fs installed in permanent contact with the underside of the subflaor decking. Air Leakage: � Joints (including rim joist Junctions), at4c access openings, penetrations, and all other such openings in the building envetope that are sources of air leakage are sealed with cau�k, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. � Air barrier end sealing ewsts on common walls belween dwelling units, on exterior walls behind tubs/showers, and in openings between window/door jambs and framing. � Recessed Iights In the buiiding thertnal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interlor wall or ceiling covering. � Access doors separating conditioned from unconditloned space are weather-stdpped and insulated (without lnsulation compression or damage) to at least the level of InsulaUon on the surrounding surtaces. Where loose fill Insulation exists, a baffle or retainer is instailed to mainta(n Insulation applicatlon. � Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: � Building envelope air tightness and insulation instaliation complies by eiiher 1) a post rough-in btower door test result of less than 7 ACH at 33.5 psf OR 2) the foilowing items have been satisfied: (a) dUr barriers and thermal barrier: Instalied on outside of air-permeable fnsulation and breaks or jolnts in the air barrier are fllled or repaired. (b) Ceilinglattic: Air barrier in any dropped ceitlng/soffit is substantially allgned with insulatbn and any gaps are sealed. (c) Above-grade wails: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of InsulaCron. (e) Plumbing and wiring: Insulatfon is placed between outside and pipes. Batt insulation is cut to fit around wiring and piumbing, or sprayed/blown InsulaUon e�ends behind piping and wiring. (� Comers, headers, nanow framing cavities, and rim joists are Insulated. (9) Showedtub on exte�ior wall: Insuladon exists between showers/tubs and exterior wall. Sunrooms: � Sunrooms that are thermally isolated from the bu0ding envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: � Vapor retarder is installed on the warm-in-wlnter sfde of all non-vented framed ceilings, walls, and floors; or it has been detertnined that moisture or its freezing will not damage the materials; or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: � Materials and equipment are installed in accordance with the manufacturer's fnstallation instructions. � Insulation is (nstalled in substantiai contact w(th the surface being insulated and in a manner that achieves the rated R-value. � Materials end equipment are identified so that compliance can be detertnined. � Manufacturer manuals for all instailed heating and cooling equipment and service water heating equipment have been provided. � Insulation R-values and glazing U-factors are clearly marked on the building plans or spedflcations. Duct Insulation: � Supply ducts in attics are insulated to a minimum of R-8. All other duds in unconditioned spaces or outside the bullding envelope are insulated to at least R-6. Duct Construction and Testing: � Building framing caviGes are not used as supply ducts. � All joints and seams of air ducts, air handlers, filter boxes, and building cavitfes used as retum ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved ciosure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equaily spaced sheet-metal screws. Excepfions: Joint and seams covered with spray polyurethane foam. Where a partialiy inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the Joint so as to prevent a hinge effect. _._ _ __.__ . _ . _. _ _ . Project Title: Repo�t date: 08/12/10 Data filename: P:1115 Forest Rd1DRB 8� Approvals\taplin 2.rdc Page 4 of 6 Continuously welded end locking-type longitudinal joints and seams on ducts operating at less than 2 In. w.g. (500 Pa). � All ducts and air handlers are bcated within conditioned space. Heating and Cooling Equipment Sizing: � Additional requirements for equipment sizing are fncluded by an inspedion for compliance with the Intemational Residential Code. � For systems serving multiple dwelling units documentation has been submitted demonstradng compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: � Circulating service hot water pipes are insulated to R-2. � Circulating service hot water systems include an automatic or accessibie manual switch to tum off ihe circulating pump when the system is not in use. Heating and Cooling P(ping Insulation: � HVAC piping c�nveying flufds above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: � Heated swimming pools have an oNoff heater switch. � Pool heaters operating on natural gas or LPG have an elecUonic pilot light. � Timer switches on pooi heaters end pumps are present. Exceptions: Where public health standards require conNnuous pump operatlon. Where pumps operate within solar- and/or waste-heat-recovery systems. � Heated swimming pools have a cover on or at the water surtace. For poois heated over 90 degrees F(32 degrees C) the cover has a minimum Insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy (s from site-recovered energy or solar energy source. Ltghting Requirements: � A minimum of 50 percent of ihe lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameker linear fluorescent (a) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp watlage > 40 Other Requirements: 0 Snow- and ice-melting systems with energy supplied from the service to a building shail include automatic controis capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is failing, and c) the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). CerNficate: � A permanent certificate is provided on or in the electrical distribution panei listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the vlsibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) _. ___.._. ...._ . _. _ _ _ _ _._ _ __..��.. Project Title: Report date: 08/12/10 Data filename: P:\115 Forest Rd�DRB 8� Approvaisltaplin 2.rck Page 5 of 6 _ _ _ . __ _ ._ ____ _____ _ _ ._ ___. _ . Project Title: Report date: 08/12/10 Data filename: P:\115 Forest Rd10RB & Approvals\taplin 2.rdc Page 6 of 6 2009 IECC Energy Efficiency Certificate . . Ceiling / Rooi 50.00 Wall 21.00 Floor / Foundation 25.00 Ductwork (unconditioned spaces}: �.. . . Window 0.35 0.20 Door 0.35 0.20 -� .. .. . . Heating System: Cooling System: Water Heater: Name: Date: Comments: �P NEPWORTH-PAWLAK GE07ECHNICAL March 1 S, 2U10 Frank Taplin 1505 Rising Glen Road • Los Angeles, California 90069 Subject: � Hep�sntth-Yau�l:�k Gec�tecl.tnie:d, Inr. 5020 Cuunty Itoail 153 Glcitts�xxl Sprl»}!s, Culur<idu S16Q1 Pi�u�ic: 970�9q i-7 )SS T�,a: �)70-9q5•8qi4 � ��� , , � , �� �� ;� '' �'� <,,,� � �; ; ^,'� I � '.�'.�?.j1✓�A ! � r' ? {,l� i I I Job No. 1 l0 044A Presumptive Soil Parameters for Foundation Design, PropoSed Improvements, l l 5 Forest Road, Vail, Colorado Dear Mr. Taplin; As requested, we are providing presumptiv� soil parameters for design of foundatians for the proposed improvements st the subject $ite. 1'he presumptive soil parameters are based on the project information provided by Eric Johnson, architect, a cursory sitc observation on MArch 2, 20I0 and previons experience in this area of Vail. Our services nre provided in accordance with our Proposal for GeotechnicaJ Servtces to you dated March 3, 2010, Froposal No. 034-10. The existing residence consists of e single story wood frame structure over a walkont basement level reportedly constructed in the 1970s. The lower level of tha residence is on the o�der o�2S feet lo�ver than the elevation of Forest Road to the south. Ther� is a cast- in-place concrete retaining wall {about 12 feet tall) at the south (uphill) side of tho 1ot supporiing Forest Road. This re�aining wall appears to be performing adequateIy for the time b�ing, A struclural evaluation of this �vall shotild ba mado if additional loads (including construetion loads) will be placed on it. There is no access to the lot for traditional exploratory drilling equipment at this time. Improvement plans are conceptual at this tiitne and currently include a new retaining wall to be conshucted about 8 feet north (downhil!) of the existing walt and possible additions to the exisiing reside��ce. Another altemative being considered consists of razing the existing residence and conshucting a new residenee in its place. There is no existing geotechnical information for the project. The soils in this area of Vail typically consist of dense, predominantly granular soil overlying sandstone/siltstonelshale bcdrock of the Minturn Formation. Since the loi is currentty occupied by a residence, unsuitable fill and tapsoil materials should also be expccted at relatively shallow depth, Based on these conditions, a maximum bcaring pressure of 2,500 psf can be assumed for the foundation design and bearing on the natural soils or hedrock. A higher bearing pressure could be used in bedrock bearing areas and should be further evaluated if encountered at the time of construction, The latoral eatth pressure acting on the walIs will mainly depend on the backfill material w�ich we carrently assum8 will consist of importec! granular material. Lateral earth pressure values can be assumed to be an equivalent fluid weight of 50 pcf for tha restrained condition (new house faundation wa11s) and 40 pcf for the active condition (new si#e walls) and 350 pcf for the passive condition {to resist sliding). A sliding caefficient of 0.45 can be assum�ci P1i•ker 303-341-7119 • Col�rado S��ri�ig:� ?19-633-5562 • Silverthoi•ne� 97Q•46S-19S9 �� � � a1 �,�r ;�s�9 � �j 7 � _ � -/. :— _ ? `,� <.�r� Frank Taptin March 15, 2010 Page 2 for suitable granular bearing soils. The uphill retaining wall should be designed to adequately support vehicle surcharge loads. We can review thc prvposed site grading and foundaEion plans when available. The bearing conditions should be evaluated at the timc of construction. The recommendations submitted in this letter are based on our experionce with the soils ~�" � on neazby lots and do not include subsarface exploration on the subject lof to ovaluate the subsurface conditions within the loaded depth of foundation influence. The risk of foundation movement may be greater than expected because ofpassible variations in the subsurface conditions, We should observe the conditions encountered during excavation to verify the assumed parameters provided in this letter. If you have any yuestions or need additional information please call our office. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. ��� T , Trevor L. Knell, p,B, Rev, by: � DanIel E. Hardin � ' " . 3l�L�o TLKlkac '�Sti-'�`�'+•--- - - -.. Cc: Beck Building Gompany — Attn: T�m Solawetz iob No. 110 044A `u - � � RADER ENGINEERING, INC. ■ 115 FOREST ROAD 115 FOREST ROAD MECHANICAL � ELECTRICAL SYSTEMS SPECIFICATIONS PACKAGE 10/6/10 TABLE OF CONTENTS 1. Division 15 Mechanical Specification a. 15000--System Overview b. 15010--General Provisions c. 15250--Insulation d. 15400--Plumbing e. 15600--Heat and Refrigeration f. 15800--Air Distribution g. 15900--Controls and Instrumentation 2. Heat Loss Summary 3. Snowmelt Area Schedule 4. M1.0--Gas Piping Schematic 5. M1.1--Gas Loads Summary 6. M1.2--Boiler Schedule 7. ELECTRICAL DEMAND LOAD CALCULATIONS �'np,p0 UC� ��'��.••� J �/� °.,�`�'�,` U ; •��. oL.•. a :�QI°I��t° ,'. j : � <'� ��id1'� �i►` � w �m.�'`: / � �� �' � �'�, • �• ! �� . �``�� .,� � 4 u NA1.� �. � � ,�x MECHANICAL� ELECTRICAL & PLUMBING ENGINEERING -� RAnER� o FFi c E 40690 Highway 6, Suite E1 ■ Avon, CO 81620 5 PHaNE 970.845.7910 FAx 970.845.7522 �i� ENGINEERING • COMFORT SYSTEMSM www.raderengineering.com DIVISION 15 MECHANICAL Copyright 2010 - Rader Engineering, Inc. SECTION 15000--SYSTEM OVERVIEW It is the intent of these specifications to outline the anticipated mechanical systems. The successful contractor shall be responsible to size all equipment, provide equipment specifications and coordination drawings showing the intent of the system. These specifications are a supplement to K.H. Webb Architects' specifications. If there are any conflicts between the two specifications address any questions to the Architect. Equipment manufacturers listed shall be included as the base bid. Contractors may propose alternate equipment/systems to the base bid as an alternate price to the base bid. 2. A peer review will be performed by Rader Engineering, Inc. and K.H. Webb Architects. The mechanical contractor shall provide the following information for review: ❑ Boiler piping schematics. ❑ Equipment specifications. ❑ Equipment locations with access requirements. ❑ Coordinated duct routings and register sizing. ❑ Calculations. ❑ Sequence of Operation. ❑ Mechanical room layout. ❑ Combustion air sizing and location. ❑ Flue sizing and routing. ❑ Thermostat locations. ❑ Manifold locations. ❑ Radiant zone schedule with tubing lengths and centers. Rader Engineering has performed load calculations for the home and they are as follows. These output loads shall be used for sizing the boilers and heating equipment. Also see Heat Loss Summary for loads for individual rooms. a. The building heat loss is 90,000 BTU/H. The heat loss calculations are based on a window U-value = 0.3 and a sliding door U-value = 0.35. b. The domestic water heating load is 75,000 BTU/H. c. The kitchen make-up air load is 86,400 BTU/H. This is based on 1200 CFM. d. The snowmelting load is 437,000 BTU/H. This allows for 3336 square feet at 131 BTU/H/SF. 10/6/10 115 Forest Road 15000-1 4. A central boiler heating system, consisting of two high efficiency condensing boilers (B-1 & B-2), shall be installed to provide heat for space heating, domestic hot water, and kitchen make-up air system. Include a boiler control which shall stage/modulate boilers based on demand. The base bid shall be for two (2) Triangle Tube Prestige Solo 175 boilers for a combined input of 340 MBH. Maximum load diversity (undersizing) allowed is 10%. Alternate boilers will be considered. The heating system will be designed to maximize the boiler efficiency by allowing the system to operate below condensing temperatures (less than 130 degree return water temperature ar lower) at all times except during a call for domestic water heating. During a call for domestic water heating the boiler(s) shall be ramped up to 160 degrees. Include a condensate neutralization basin. Terminate flues above the roof, per manufacturer's installation instructions. Boilers shall be located in the Mech Room. 5. A central boiler heating system, consisting of two high efficiency condensing boilers (B-3 & B-4), shall be installed to provide heat for the home's snowmelt. Include a boiler control which shall stage/modulate boilers based on demand. The base bid shall be for one (1) Triangle Tube Prestige Solo 399 boiler and one (1) Triangle Tube Prestige Solo 175 for a combined input of 569 MBH. Alternate boilers will be considered but must meet the minimum combined input. The heating system will be designed to maximize the boiler efficiency by allowing the system to operate below condensing temperatures (less than 130 degree return water temperature or lower) at all times. Include a condensate neutralization basin. Terminate flues above the roof, per manufacturer's installation instructions. 6. The home is to be heated by a radiant floor system throughout. Radiant shall be the 1 St stage of heat where supplemental heating is provided. The tubing shall be installed in the concrete slab or in a concrete topping slab. Provide individual loop balancing valves as provided by the tubing manufacturer to adjust the flow rate to each loop. Do not install tubing under built-in cabinets. Tubing shall be run under all bath tubs and under all showers and extend into benches of the showers. Tubing shall also be run into closets associated with the Bedroom zones. Include temperature reset controls to automatically adjust radiant floor heating water temperatures based on outdoor temperatures. Zone valves shall be located in the mechanical room or at the manifold locations. Manifold locations must be coordinated with, and approved by, the Architect. 10/6/10 115 Forest Road 15000-2 7. The heating zones are as follows. Zones that require supplemental heating are in boldface. 1. Vestibule 101, Storage 111 2. Rec Room 103, Steam Shower 106 3. Pool Room 104 4. Bathroom 5 105 Water Closet 107 , 5. Closet 108, Bedroom 5 109 6. Vestibule 201, Storage 221 7. Ha11204, Laundry 210 8. Bedroom 2 205, Closet 209 9. Bathroom 2 206, Shower 207, 10. Bedroom 3 211, Closet 212 Water Closet 208 11. Bathroom 3 213, Tub 214, Shower 215, 12. Bedroom 4 217, Closet 218 Water Closet 216 13. Bathroom 4 219, Shower 220, Water Closet 221 14. Vestibule 301, Ha11307, Powder 312 15. Kitchen 304, Living/Dining 305 16. Bedroom 1 308 17. Bathroom 1 309, Shower 310, Water Closet 311 18. Storage 313 19. Entry 401 20. Mudroom 404 21. Garage 405 Supplemental Heating for the Kitchen/Living/Dining zone shall be via FC-1 Fan Coil which shall serve multiple functions, as follows: a. Supplemental Heat (90% Return/ 10% OSA) b. Kitchen Make-up Air (100% OSA) Fan Coil shall be sized for 1200 CFM at 0.5" ESP. Provide a 2-speed motor to allow low speed operation in supplemental heating modes and high speed operation in kitchen make-up air mode. Provide outside air louver and mixing box with OSA and RA dampers. Supply Air shall be provided in the Dining Room, Living Room and Kitchen. Fan coil shall be located in the mechanical room, storage room or in the crawl space (contractor to determine). Fan coil shall be a vertical type unit, set on a rubber isolation pad. Duct connections to the fan coil shall be made with flexible canvas connectors. There will be no air conditioning in the home. 10/6/10 115 Forest Road 15000-3 9. The temperature control system desired by the home owners shall be simple to use. The base system shall be based on Tekmar TN4. Include a simple user switch to set entire home into setback mode. Owner shall approve temperature control system before purchasing. 10. The domestic water heating system shall be supplied from the central boiler system (B-1 & B-2). Provide 2 indirect water heaters with a storage capacity of 95 gallons each, Triangle Tube Smart 100, or equal. Each indirect water heater shall be individually pumped on the boiler side. The system shall be capable of supplying approximately 300 gallons of 105 degree water in 10 minutes. Domestic water heaters and recirculation system shall go into an unoccupied mode when the home is in unoccupied mode. Include a domestic hot water recirculation system that shall be capable of providing hot water to every bathroom fixture within approximately 5 seconds. Water Heaters shall be located in the Mech Room. 11. Snow-melting is desired for the following areas. Refer to the attached Snowmelt Area Schedule for mare detailed information. Zone 1 SA-1 Auto Court SA-2 Driveway & Bridge SA-3 Stairs (Auto Court to Forest) Zone 2 SA-4 Dining Deck Zone 3 SA-5 Hot Tub Deck Zone 4 SA-6 East Deck (Future) — Rough-in only Each zone shall have a dedicated pump and there shall be manual controls included for each zone to disable zone if desired. Each zone shall be on its own stand alone snowmelt controlled system, and shall include its own moisture/ temperature sensor. Snowmelt system shall be filled with a 45% propylene glycol/ 55% water solution with corrosion inhibitors. 12. All supply, return and bathroom exhaust grilles shall be Titus CT series or equivalent. All floor grilles shall be pencil proof and shall have flangeless frames. All wall and ceiling grilles shall be flanged frames. Size for NC of 25 maximum in bedrooms and 30 maximum in living areas. 10/6/10 115 Forest Road 15000-4 13. One Energy Recovery Ventilator, ERV-1, shall be included in this home. Locate ERV-1 in the mechanical room or crawl space. ERV shall be Lossnay LGH- F300RX3-E with PZ-52SF, 300 CFM @ 0.65" SP, or equal. Unit shall have built-in by-pass damper and controls for free cooling mode (bypass heat exchanger). During bypass mode, both supply and exhaust fans shall continue to run. Outside air and e�aust air to/from the exterior shall be ducted to louvers on the outside wall. Inside the building, exhaust shall be from each of the following rooms, as follows: � L� c. � e. Bath 1 i. Main 30 CFM ii. Water closet 30 CFM Bath 2 i. Main 30 CFM ii. Water closet 30 CFM Bath 3 i. Main 30 CFM ii. Water closet 30 CFM Bath 4 i. Main 30 CFM ii. Water closet 30 CFM Bath 5 Total 60 CFM 60 CFM 60 CFM 60 CFM 60 CFM 300 CFM 5" diameter duct 4" diameter duct 4" diameter duct 5" diameter duct 4" diameter duct 4" diameter duct 5" diameter duct 4" diameter duct 4" diameter duct 5" diameter duct 4" diameter duct 4" diameter duct 5" diameter duct Inside the building, fresh air (supply air) grilles shall be located in the following rooms: a. Bed 1 60 CFM (size for 80 CFM*) b. Bed 2 60 CFM (size for 80 CFM*) c. Bed 3 60 CFM (size for 80 CFM*) d. Bed 4 60 CFM (size for 80 CFM*) e. Bed 5 60 CFM (size for 80 CFM*) Total 300 CFM 6" diameter duct 6" diameter duct 6" diameter duct 6" diameter duct 6" diameter duct * Due to extra 100 CFM provided by the HF-1 humidification fan (see section below). ERV shall run continuously during occupied mode. The ERV shall be off during unoccupied times. ERV shall be hung from ceiling structure with either rubber-in-shear isolators or spring vibration isolators. Duct connections to the ERV shall be made with flexible canvas connectors. Include backdraft dampers on the two discharge ports of the ERV. 10/6/10 115 Forest Road 15000-5 14. Humidification shall be provided by a stand-alone system, consisting of HF-1 humidification fan and H-1 humidifier. Fan shall be sized for 500 CFM. Steam type humidifier shall be used, manufactured by Nortec or equal. Unit shall be equipped with a steam distribution tube installed in the supply ductwork. Humidifier will have a capacity of l O lbs/hr minimum. Locate HF-1 and H-1 in the mechanical room or crawl space. HF-1 shall supply 100 CFM to the ERV-1 supply duct (that also serves the bedrooms). The remaining 400 CFM shall be tied onto the supply duct of FC-1 fan coil. Include back draft dampers at the tie-in points of these "cross-over" ducts. Controls shall be included to automatically reset the indoor humidity levels based on outdoor temperatures. Include a high limit duct-stat downstream of the steam injection tube. Include drain pans (with water sensors) under the humidifiers and a water tight stainless steel duct section with supplemental drain where the steam is injected into the ductwork. 15. The kitchen hood shall be e�austed by a roof mounted remote blower, 1200 CFM actual airflow. Duct size shall be 10" diameter minimum. 16. Provide a 200 CFM fresh air supply fan into the mechanical room, with pressure relief to the outside or to the crawl space. Fan shall each be controlled by a cooling thermostat. 17. Provide Panasonic bath exhaust fans for the bathroom Powder 312, which is not served by the ERV. Fan shall exhaust 70 CFM. 18. Provide a 200 CFM fan in garage for general e�aust. Fan shall be activated by the garage door opener and shall run for approximately 10 - 30 minutes (adj). 19. Provide freeze resistant exterior house bibs as shown on Architectural plans. 20. Route gas lines to gas dryer, four boilers, the outdoor BBQ grille, a future stub at the Dining Deck Patio and a future stub for an outdoor firepit. Verify loads with Architect. Refer to M 1.0 and M 1.1 for more detailed information, including gas pipe sizing. All gas pressure regulators shall be vented to the outdoors and terminated with turn down elbow and wire mesh screen. Exterior terminations must be concealed from view, coordinate with Architect. 2 L Insulation shall be installed under all exterior snowmelt areas. Insulation shall be minimum R-10 closed cell foam insulation board, 2" thick. 10/6/10 115 Forest Road 15000-6 22. Provide steam generators for the Steam Shower, Mr. Steam or equal. Refer to architectural drawings for locations. Contractor shall coordinate with manufacturer for proper steam generator sizing. Include auto drain and controls to adjust time & temperature from inside shower. 23. All hydronic heating pumps with a 3/4 hp and greater motor size shall be installed with piping isolators to minimize vibration transmission to the piping. Piping isolators shall be Mason Industries Safeflex SFDEJ or equal (elastomeric piping isolators, peroxide cured EPDM with Kevlar reinforcement). ALTERNATE PRICING OPTIONS: Provide DEDUCT alternate pricing to install Cross-linked polyethylene (PEX) tubing manufactured to ASTM 876 and F877 standards, for pomestic Water Piping. Tubing shall be manufactured by Wirsbo or equal and installed per manufacturer's installation instruction. 2. Provide DEDUCT alternate pricing to install Cross-linked polyethylene (PEX) tubing manufactured to ASTM 876 and F877 standards, for Heating Water Piping. Tubing shall be manufactured by Wirsbo or equal and installed per manufacturer's installation instruction. Provide DEDUCT alternate to combine snowmelt zones 2, 3& 4 such that there are two zones total (reduced from 4). 4. Provide ADD alternate pricing to provide remote access to the temperature control system via the Internet, such as Tekmar TN4 Gateway. 5. Provide ADD alternate pricing to include economizer controls for FC-1 to allow "free cooling" when outside temperatures are below 60 degrees. 6. Provide ADD alternate pricing to install a water softening system for the whole home. The contractor shall provide a water sample to Culligan or other water treatment professional for analysis and recommendations for a water softening system. The softening system shall be backflushed based on water usage and not a time clock. Route softened water throughout the home. Do not run softened water to hose bibs. 7. Provide ADD alternate pricing to include a point of use RO water treatment system for the kitchen, which will serve a dedicated outlet in the kitchen (for drinking) and will also serve the refrigerator/ freezer (drinking and ice making). 10/6/10 115 Forest Road 15000-7 Provide ADD alternate pricing to locate all radiant zone valves in the mechanical room. A common supply pipe can be run to serve all zones but individual dedicated return lines (one per zone) will be required to be "home-run" to the mechanical room. END OF SECTION 15000 10/6/10 115 Forest Road 15000-8 SECTION 15010--GENERAL PROVISIONS PART 1.00--GENERAL 1.01 SCOPE OF WORK Work shall consist of furnishing all labor and materials necessary for the installation of complete and operating mechanical systems. 1.02 EXAMINATION OF PREMISES Visit the premises before submitting bid as no extras will be allowed for lack of knowledge of existing conditions. 1.03 CODES AND STANDARDS Comply with all applicable codes, laws, industry standards and utility company regulations. 1.04 PERMITS, FEES AND NOTICES Pay for all permits, fees, licenses and inspections for this Division. Do not include the cost of the "Plant Investment Fee" for sewer and water or Gas Application Fee charged by the Utility Company. 1.05 SHOP DRAWINGS Submit shop drawings all equipment and for Temperature Controls. Provide shop drawings to the Architect and Engineer showing locations of all access panels. 1.06 SUBSTITUTIONS AND APPROVALS A. Some materials are specified by manufacturer's name. Materials of equivalent quality may be used if accepted by the Engineer. B. Bidder's Choice: Materials or equipment listed by several manufacturer's names are intended to be bidder's choice, and any of the listed manufacturers may be bid without soliciting prior approval. C. Performance Specification: When any item is speciiied by requirement to meet a performance, industry or regulating body standard or is specified by a generic spec (no manufacturers name listed), no prior approval by the Consulting Mechanical Engineer is needed unless specifically called for in these specifications. D. Contractor to be responsible for any changes and costs to accommodate any 10/6/10 115 Forest Road 15010-1 equipment except the first named in the specification. E. Substitutions for Material Equipment and materials not listed as equivalents may be proposed as deductive alternates to specified items by submitting it as a separate line item to the base bid on the Bidder's letterhead. Such alternate proposals shall not be substituted for the base bid and must be accompanied by full descriptive data on the proposed equipment, together with a statement of the cost to be deducted for each item. If any such alternates are considered, the Contractor shall submit a list of the proposed alternate substitution items within 14 days of award of contract. The request for proposed substitutions shall not be accepted by the Engineer due to scheduling or delivery concerns. 1.07 ROOF CURBS Roof curbs and roof flashings shall be furnished under the Architectural Division (except for any curbs specified herein). Furnish and install all counter flashings of the same material as the flashing. 1.08 FOUNDATIONS AND SUPPORTS Furnish and install all foundations, bases, hangers, anchors, guides and supports for mechanical equipment, piping and ducts. 1.09 INSTALLATION AND ARRANGEMENT Install all work to permit removal of coils, shafts and wheels, filters, and all other parts which might require periodic replacement of maintenance. Install all equipment per manufacturer's installation instructions and acceptable industry standards. 1.10 PROTECTION OF WORK AND PROPERTY Be responsible for the protection of existing facilities whether or not such facility is to be removed or relocated. Move or remove any facility so as not to cause interruption of the work or Owner's operation. 1.11 EXCAVATION AND BACKFILL Do all excavating and backfilling required by the work in this division. 10/6/10 115 Forest Road 15010-2 1.12 CONCRETE All poured in place concrete shall be furnished under the Architectural Divisions of these Specifications. 1.13 MOTORS A. Squirrel cage type, open drip proof, normal starting torque, with thermal overload protection and ball bearings when available. B. Where commercially available, motors rated greater than 1000 watts shall have a power factor of at 85% under rated load. Where not commercially available, power factors shall be capacitor corrected by equipment manufacture to at least 90% under rated load. 1.14 ACCESS DOORS Furnish access doors of type suitable to Architect and provide to General Contractor to construct into the building. Access doors should be provided in all locations where access is required. 1.15 IDENTIFICATION Main domestic cold water, main domestic hot water, all heating water zone valves, snowmelt zones, and all gas valves shall be identified by brass, plastic disc, or other permanent label accepted by Engineer. 1.16 ELECTRICAL EQUIPMENT AND WIRING FOR MECHANICAL DIVISION A. Unless otherwise indicated, all motors and controls shall be furnished, set in place and wired in accordance with the following schedule. (MD is Mechanical Division - ED is Electrical Division). 10/6/ 10 Item 1. Equipment motors and thermal overload, resistance heaters Furnished under MD 115 Forest Road Set in place or Wired and mounted connected under under MD ED 15010-3 2. Disconnect switches, fused or unfused, H.P. rated switches, thermal overload switches and fuses, manual operating switches (3) 3. Pushbutton stations, pilot lights, multi-speed switches, float switches, thermostats, control relays, control transformers, control panels, motor valves, damper motors, solenoid valves, and interlocks 4. Contactors, 120V control circuit outlets for control panels and for boiler controls and for fire protection controls and smoke detectors 5. Fire and smoke detectors 6. Site sprinklering control panels, solenoid valves, switches, etc. and all wiring starting at the distribution panel circuit breaker (see site sprinklering section) ED(1) I� ED MD MD ED(1) MD(2) ED � MD(2) ED MD ED(3) MD MD (1) If furnished as part of factory wired equipment, wiring and connections only by ED (2) If float switches, line thermostats, time switches, etc., carry the FULL LOAD CURRENT to any motor, they shall be furnished by the Mechanical Division, but shall be set in place and connected under the Electrical division, except that where such items are no integral part of the mechanical equipment, or directly attached to ducts, piping, etc., they shall be set in place under the Mechanical Division and connected by the Electrical Division. If they do not carry the FULL LOAD CURRENT to any motor they shall be furnished, set in place and wired under the Mechanical Division. Control devices 10/6/10 115 Forest Road 15010-4 carrying full load current furnished Mechanical and wired by Electrical shall be located at the device being controlled, unless shown on drawings or mutual agreement is made between the contractors with no change in the contract price. (3) Wiring from alarm contacts to alarm system by ED; all control function wiring by MD. B. Connections to all controls directly attached to ducts, piping and mechanical equipment shall be made with flexible connectors. L17 FLUSHING AND CLEANING Before final connections are made in the piping systems, all piping shall be blown out with air and then washed out with cleaning compounds. Clean the boiler by the same procedure. 1.18 TESTING A. Test all drain and waste lines with standing water test of twelve feet of head, held long enough to inspect each joint. B. Test all steam and water piping, before connecting to units, at 100 psig air pressure. C. Test all gas piping under 50 psig air pressure. D. All tests required by code must be done, to the satisfaction of the local authorities having jurisdiction, before covering. E. Test refrigeration piping with oil pumped, dry nitrogen at 150 psi and then evacuate, fill with refrigerant and test with Halide Torch or electronic leak detector. Evacuate and dry the system with dry nitrogen. F. All hydrostatic tests to be held for a minimum of six hours. Air tests to be held for a minimum of two hours. 1.19 BALANCING A. The balancing of the system shall be part of this contract, include in bid the cost of balancing and adjusting. B. Furnish and install such items as thermometer wells, pressure test cocks, access doors, etc., as required to allow tests and adjustments to be made. C. Adjust and balance all air and water systems. Check, adjust and balance all 10/6/10 115 Forest Road 15010-5 systems to meet the design conditions and tabulate all information on acceptable forms. All systems shall be checked for proper performance during design conditions, both heating and cooling. 1.20 OPERATING AND MAINTENANCE INSTRUCTIONS Deliver operating and maintenance instruction to the Owner on completion of the work and instruct Owner in their use. 1.21 WARRANTY A. All materials and equipment shall be new unless other-wise specified. Guarantee all workmanship, material and equipment and replace any found defective without cost to the Owner, for one year after final acceptance, as defined in General Conditions. B. Each warranty for longer than the one year described above (that comes with equipment used on the job) shall be passed onto the Owner with dates of start and end of warranty. L22 PROJECT RECORD DRAWINGS Provide the Architect with one clean set of plans and specifications corrected up- to-date as job progresses. END OF SECTION 10/6/10 115 Forest Road 15010-6 SECTION 15250--INSULATION 1.01 PIPING AND EQUIPMENT A. Domestic Cold Water Pipe, Valves and Fittings. 1. All EXPOSED piping shall be insulated with U.L. approved, flame resistant, white vapor barrier jacketed, glass fiber Snap-On Insulation 1/2" thick. Insulate valves and fittings with glass fiber blanket insulation and premolded PVC covers (covers to be UL 25/50 rated). Cover blankets to same depth as the pipe insulation with insulating cement, troweled smooth. It is the contractor's and manufacturer's responsibility to assure themselves that the code authority will approve any product to be installed on the project. All concealed piping shall be insulated with "Armaflex" type closed cell foam insulation. 2. All buried pipe and fittings (except water service from street to buildings) spiral wrapped with "Protecto Wrap" No. 200 coating or equivalent, 50% overlap. No insulation is required. B. Domestic Hot Water Pipe and Fittings All EXPOSED hot water supply lines and circulating water lines insulated with U.L.. approved, flame resistant, white all service jacketed, glass fiber Snap-On Pipe Insulation 1/2" thick. Insulate fittings with glass fiber blanket insulation and premolded PVC covers. All concealed piping shall be insulated with "Armaflex" type closed cell foam insulation. 2. All buried pipe and fittings shall be insulated in the same manner, with 4-1/2 lb./cu.ft. insulation, spiral wrapped with "Protecto Wrap" No. 200 coating or equivalent, 50% overlap. C. Heating Piping; Heating Water, and Antifreeze Piping; Pipe, Valves and Fittings. All EXPOSED piping shall be insulated with U.L. approved, flame resistant, white, all service jacketed, glass fiber Snap-On Insulation 1" thick. Insulate valves and fittings with glass fiber blanket insulation and premolded PVC covers (covers to be UL 25/50 rated). Cover blankets to same depth as the pipe insulation with insulating cement, troweled smooth. It is the Contractor's and manufacturer's responsibility to assure themselves that the code authority will 10/6/10 115 Forest Road 15250-1 approve any product to be installed on the project. All concealed piping shall be insulated with "Armaflex" type closed cell type insulation. 2. All buried heating water and snowmelt piping shall be either A) Pre- insulated PEX piping, Urecon or equivalent or B) Insulated with Armaflex or equivalent and run inside a watertight conduit. D. Insulation for all types of piping shall be carried full size through the hangers. 1.02 DUCT INSULATION Inside Duct Liner - See Section 15800 - Ductwork. END OF SECTION 10/6/10 115 Forest Road 15250-2 SECTION 15400--PLUMBING 1.01 WATER PIPING A. Water Service 1. Provide meter in accordance with the governing body's regulations. 2. All pipe outside the building: 3" and smaller Type "K" copper with wrought copper iittings and hard solder with a minimum melting point of 1100 degree F. 3. All pipe outside the building: 4" and larger ductile iron piping. 4. Piping outside the building shall have not less than eight feet of cover from finished grade. B. Piping (Inside Building) 1. Piping inside building; buried lines, type "K" copper water tube, wrought copper fittings and 1100 degree F solder. Non-buried lines, type "L" copper water tube, wrought copper fittings. All solder and fluxes shall have no lead content. 2. All buried pipe within the building insulated per Insulation Section and surrounded by 4" clean sand or clean on site tailings. All buried pipe outside the building surrounded by 4" clean sand or clean on site tailings. 3. Valves and Specialties Gate Valves: Bronze, Class 125, 2001b. W.O.G. Globe Valves: Bronze, Class 125, 2001b. W.O.G. Swing Check Valves: Bronze, Class 125, 2001b. W.O.G. Dielectric Unions: Furnish and install a dielectric union at all connections where non-ferrous material Strainers: 250 lb. semi-steel or cast iron "Y" type with monel or brass screen Pressure Temp. Taps: Universal Controls Corporation #45-PT-N. Sisco BNO-500 1/2 NPT, Nordel Core 1.02 SOIL, WASTE AND VENT PIPING A. General 1. Coordinate exact location of waste risers with Architect and General Contractor before installation. 10/6/10 115 Forest Road 15400-1 2. Combine vent pipes as possible and penetrate roof on back side of home. Coordinate exact location with Architect and General Contractor before installation. B. Materials; Soil, Waste and Vent Piping (Inside Building) 1. Waste lines above ground; standard weight, C.I. soil pipe and fittings or hubless, C.I. soil pipe and fittings. Up through 2-1/2" may be standard weight, galvanized steel pipe with black, C.I. drainage fittings. 2. Waste below ground and all vent lines for residential may be Schedule 40 ABS-DWV plastic pipe and fittings (ASTM D2661) or Schedule 40 PVC-DWV plastic pipe and fittings (ASTM D2665). All pipe and fittings shall bear NSF-DWV mark and shall be joined with solvent weld joints as recommended by the manufacturer. 1.03 GAS PIPING A. General 1. Surround all buried pipe with 4" clean sand or on site tailings before backfilling. 2. Gas meter and service from the main to the meter will be furnished and installed by the utility company, paid for by the Owner. 3. Gas piping from the meter through the building will be done under this division and connected to all equipment required. B. Piping Schedule 40 black steel pipe, 1501b. malleable iron screwed iittings on above ground pipe, welded fittings with all piping coated and wrapped on buried pipe. CSST prohibited except for final connections to appliances only. C. Valves and appurtenances shall be of a type designed and approved for use with fuel gas. 1.04 FLASHINGS Flash each vent and stack through roof with 24" square, 4 pound sheet lead or by method recommended by roof manufacturer and approved by Architect. 10/6/10 115 Forest Road 15400-2 1.05 CLEANOUTS Install full size brass cleanout plugs per local code requirements or otherwise required. Brass plugs with chrome plated cover plates for walls, flush with wall. When outside, heavy duty cast iron tractor cover set in two foot square by 6" deep concrete pad or in concrete or asphalt surface. "Y" in the line and vertical riser of C.I. pipe. 1.06 FIXTURES AND EQUIPMENT A. Fixtures 1. Install fixtures and/or rough-in according to the Architects fixture schedule. 2. Secure fixtures to walls and floor or countertops in accordance with manufacturer's roughing-in and setting requirements and form a rigid installation. 3. All pipe at the iixtures which may be exposed to view shall be brass chrome finish, finished with chrome escutcheons where they project from walls and floors. 4. Stop valves shall be furnished and installed at all fixtures, for all equipment and at rough-in locations. 5. Vacuum breakers shall be provided at all outlets with hose connections. END OF SECTION 10/6/10 115 Forest Road 15400-3 SECTION 15600--HEAT AND REFRIGERATION 1.01 PIPEWORK A. Piping l. Valve all heating water piping with 3/4" hose end valve to permit drainage of the system. Vent all high points in equipment rooms as necessary with automatic air vents. All high points in system outside of equipment rooms with manual air vents as required to relieve air in the system. 2. All buried pipe to be insulated as per Insulation Section 15250. All buried pipe shall be surrounded by 4" clean sand or clean on site tailings. Heating piping: Schedule 40 black steel with preformed steel fittings. Branch lines on welded installation use welding tees, thread-o-lets and weld-o-le�ts. All fittings to be long radius pattern. All fittings for antifreeze systems shall be butt weld or socket weld. or 4. Copper Pipework: (Contractor's Option). Piping may be Type "K" copper for all buried lines using wrought long-radius copper fittings and 1100 degree solder. For non-buried piping; Type "M" copper, wrought copper fittings and 95-5 solder. All buried pipe shall be surrounded with 4" of clean sand or clean on site tailings. 5. Drain Pan Piping: Not buried; Type "M" copper, wrought copper fittings and 95-5 solder. Buried; Type "L" copper, wrought copper fittings and 95-5 solder. 6. Refrigeration Piping: Type "L", ACR grade copper, cleaned, dehydrated and capped at the factory. Use wrought copper fittings and hard solder having a minimum melting point of 1100 degrees for buried lines, 95-5 solder for non-buried lines. Valves and specialties shall be standard brass or bronze valves for refrigeration service. Buried pipe shall be surrounded by 4" clean sand or clean on site tailings. B. Valves and Specialities 1. Globe valves or plug valves may be used as balancing valves. 2. Dielectric unions are to be used at all connections where ferrous material is connected to buried non-ferrous material and where non-ferrous material is connected to domestic water piping. 10/6/10 115 Forest Road 15600-1 Gate Valves: Bronze screwed, Class 125 or iron body, bronze mounted, flanged, Class 125. Plug Valves: 175 lb. W.O.G. for 250 degrees F@ 150 psi W.P. Eccentric, tight shut-off with permanently lubricated stem bearing surfaces in upper and lower journals. DeZurik figure 435 or Homestead Series 1500. Flo-Control Valves: Bell & Gossett Flo Control, Taco Flo-Check or Hoffman Flo Control Valve. Balancing Valves: 125 psi W.P. for 250 degrees F service, tight shutoff, Illinois Dual Purpose Balancing/Shutoff Valve, Hoffman, Sarco, or equivalent. Unions: 300 psi W.O.G. malleable iron screwed or 125 lb. cast iron flanged unions. Strainers: 250 lb. semi-steel or cast iron "Y" type screwed, monel screen, 1251b. semi-steel "Y" type flanged, brass screen. Pressure Temperature Taps: Universal Controls Corporation #45PT-N. Sisco ENO-500 1/2" NPT, Nordel Core. or 3. Copper Pipe Valves and Specialties. Ball valves, bronze, class 125, 2001b. W.O.G. Gate Valves: Bronze, Class 125, 2001b. W.O.G. Globe Valves: Bronze, Class 125, 2001b. W.O.G. Check Valves: Bronze, Class 125, 200 lb. W.O.G. Balancing Valves: 125 psi W.P. for 250 degrees F service, tight shutoff, Illinois Dual Purpose Balancing/Shutoff Valve, Hoffman, Sarco or equivalent. 1.02 RADIANT FLOOR AND SNOWMELT PIPING A. General 1. Piping to be crosslinked polyethylene with an oxygen diffusion barrier as manufactured by Wirsbo, Roth, Rehau, Stadler, Heat link, Watts Radiant or Zurn. Piping shall have a minimum of 30 day UV light protection. 2. Piping shall be installed in continuous loops, no splices allowed. The maximum loop length allowable for radiant floor shall be 250' for 1/2" 10/6/10 115 Forest Road 15600-2 tubing and snowmelt shall be 300' for 5/8" tubing or larger. Longer lengths or different diameters of tubing are not allowable unless reviewed by the Engineer for each specific installation. 3. The Contractor shall install the tubing as recommended by the manufacturer and spaced to provide the required heat output. Tubing loops off each manifold shall be installed in equivalent lengths (±5%). 4. The contractor shall install manifolds as provided by the tubing manufacturer. The manifolds shall consist of a return header (including: balancing valve for each loop and compression fitting to receive tubes) and supply header (including: manual shutoff valve for each loop and compression fitting to receive tubes). 5. Tube shall carry a twenty-five (25) year non-prorated warranty against failure due to defects in material and workmanship. 6. Snowmelt tubing which is not located in the snowmelt zone shall be insulated. END OF SECTION 10/6/10 115 Forest Road 15600-3 SECTION 15800--AIR DISTRIBUTION lAl MATERIALS AND EQUIPMENT A. General 1. Sizes shown on the drawings shall be outside (sheet metal) duct dimensions. Ductwork shall be sheetmetal furnished and installed in accordance with SMACNA Low Velocity Duct Manual AIA File No. 30- D4. 2. All ductwark to be galvanized steel. 3. All return paths shall be ducted. Panning of the structure is not allowable. 4. All ductwork seams and joints shall be sealed with mastic. Duct tape is not allowable. 5. All ductwork which is visible behind a grille, register or diffuser shall be painted flat black. B. Acceptable Manufacturer 1. Low velocity flexible ducts: acoustically insulated consisting of inner core of perforated one ply corrugated duct, 1" thick insulation, and vapor barrier cover. The flexible duct must be approved by the code authority for the specific application. 2. Round duct connectors: Factory fabricated galvanized for insulated ducts, steel adaptor plate on glass fiber ducts. Butterfly damper and quadrant operator on all applications except VAV systems upstream of VAV boxes. 3. Flexible connections. 24 oz. per yard, U.L. approved material. 4. Turning Vanes (Provide in all rectangular elbows). 5. Opposed Blade Dampers (for duct split and where specified). a. Steel or aluminum construction with work driver operator. Screwdriver slotted shaft, factory assembled. b. Sizes up through 36" x 12": Barber Colman AOOG, T& B 7s, Titus AG-35B, Krueger OBD-DM, Anemostat OB4, Carnes 800, Agitair OB, J& J OBD-DM, or equivalent. 10/6/10 115 Forest Road 15800-1 c. Sizes larger than 36" x 12": Multi-damper with external handle and quadrant type locking device Quadrant Regulator. Blades not to exceed 6"in width. 6. Volume Extractors. a. Steel or aluminum construction with vanes on 2" centers, gauge operated. Manual operator attached to branch duct. Carnes 1250, Titus AG-ss5, T& B VLR, Anemostat DT2M, Krueger EX-88A, Agitair, Branchtrol S-2, J& J EX 9, Millaire Ex-1 or equivalent. 7. Duct Liner (Inside the Duct For Rectangular Ducts). a. Insulate all supply ducts, return ducts and outside air intake ducts and any other ducts called for on the plans with 1" thick, 2 LB. density, monolithic, long glass fiber duct liner. "Ultralite" Number 200, Pittsburg Plate Glass "Testrafine" or Owens Corning "Aeroflex". 8. Duct Wrap (Round Rigid Ducts and Unlined Rectangular Ducts). a. Insulate with 2" thick, 0.75 pcf density, thermal insulation blanket. Knauf or equivalent. END OF SECTION 10/6/10 115 Forest Road 15800-2 SECTION 15900--CONTROLS AND INSTRUMENTATION lAl DESCRIPTION A. The Temperature Control System: Electric and electronic to comprise a complete system, furnished and supervised by the Temperature Control Manufacturer. The control system shall be able to be remotely changed from an occupied to an unoccupied state. B. Wiring - General 1. Comply with the National Electric Code, and the Electrical Division of these specifications. 2. Run wiring in metallic conduit, tubing or raceways. Exceptions: a. NEC class 2 low voltage wiring where not exposed to view such as above suspended ceiling in shafts, etc., may be run in cable. (Not allowable above ceilings used as return air plenums). b. Wiring enclosed in Temperature Control panels. 3. Low volt sensor wires to be either shielded or twisted pairs. C. Wiring: One Contractor shall be solely responsible for all temperature control wiring. All wiring and installation in connection with the automatic control system to be the responsibility of the Mechanical Division, supervised by the Control Manufacturer or his representative. Upon completion of the installation the control manufacturer or his representative shall link all valves and dampers and check out the wiring and calibrate controls furnished under this section. D. Drawings: Submit shop drawings of equipment, control panels and wiring diagrams to the Consulting Mechanical Engineer for review. E. Control Settings: All control settings are tentative, equipment shall have adjustable settings. 1.02 ACCEPTABLE MANUFACTURERS A. This speciiication is based on Tekmar TN4 equipment. It is recognized that packaged equipment comes with other names on controls and that some functions are accomplished with other named components. This specification does not intend to prohibit this practice. 10/6/10 115 Forest Road 15900-1 1.03 MATERIALS AND EQUIPMENT A. Low Voltage Power 1. Control devices and panel containing low voltage power sources shall comply with NEC Class 2 requirements (current limiting), or supplied with branch circuit fusing to limit control circuit current to NEC Class 2. Control transformers; of the current limiting type, or installed with primary disconnect and overload protection. 2. Install shielded wire for all Tekmar low voltage control wiring. B. Thermostats All thermostats shall have a temperature range suitable for the application and have adjustable set points. The thermostats shall be able to display temperature setpoint and room temperature. All thermostats shall be approved by the owner. C. Dampers: Pacific Series 210, Johnson "Proportion-Air", Honeywell "Moduflow Low Leakage", Ruskin"CD250 Low Leakage Penn Air Control Damper PBD or OBD or equivalent. D. Valves Valves in water and antifreeze system shall be sized for not more than 3 psi drop. E. Freeze Detection Thermostats. Each supply system with water coils taking outside air shall have a freeze detection thermostat located on the downstream side of the coil. Thermostats shall be of adjustable electric contact type, silver plated, manual reset with 20' flexible sensing bulb of increment type with any section capable of actuating mechanism on temperature drop below set point, thermostat shall stop fan(s) and closed outside air damper. They shall have an isolated set of contacts for alarm system. END OF SECTION END OF DIVISION 10/6/10 115 Forest Road 15900-2 HEAT LOSS SUMMARY JOB NAME: 115 Forest Road JOB NUMBER: 10065.00 DATE: 10/6/10 CALCS BY: JAH SITE ELEVATION = 8100 TRANSFER FACTOR = 0.80 COOLING AIRFLOW 4T = 20 WINDOW VALUES U, S.C.) 0.26, 0.17 LIGHTING LOAD (W/S.F.) 1, 3 sss� RADERx +++ ENGINEERING • COMFORT SYSTEMSI�1 HEATING WATER DT 20 HEATING WATER % P.G. 30 HW GLYCOL FACTOR 1.06 ROOM FLOOR AREA EFFECTIVE HEATING (SF) AREA (SF) MBH BTU/SF GPM 101 - Vestibule 1 35 35 0.1 3 0.01 103/6 - Rec Room 545 451 8.9 20 0.94 104 - Pool Room 256 256 2.6 10 0.28 105/7 - Bathroom 5 61 35 0.6 17 0.06 108/9 - Bedroom 5 255 225 3.7 16 0.39 110 - Mech Room 196 196 0.9 5 0.10 111 - Stora e 64 64 0.3 5 0.03 201 - Vestibule 2 30 30 0.1 3 0.01 203 - Stairs 90 90 0.3 3 0.03 204 - Hall 115 115 0.4 3 0.04 205/9 - Bedroom 2 330 320 4.8 15 0.51 206/7/8 - Bathroom 2 120 58 1.4 24 0.15 210 - Laund 93 38 0.3 8 0.03 211/2 - Bedroom 3 330 330 5.3 16 0.56 213/4/5/6 - Bathroom 3 120 57 2.1 37 0.22 217/8 - Bedroom 4 300 300 5.5 18 0.58 219/20/21 - Bathroom 4 135 81 1.5 19 0.16 222 - Stora e 55 55 0.2 4 0.02 301 - Vestibule 3 31 31 0.1 3 0.01 303 - Stairs 90 90 0.3 3 0.03 304 - Kitchen 230 131 4.7 36 0.50 305 - Dinin /Livin Room 600 600 14.7 25 1.56 307 - Hall 100 100 1.8 18 0.19 308 - Bedroom 1 305 288 4.9 17 0.52 309/10/11 - Bathroom 1 125 80 1.7 21 0.18 312 - Powder 37 27 0.7 26 0.07 313 - Stora e 150 83 0.9 11 0.10 401 - Ent 145 145 4.9 34 0.52 403 - Stairs 90 90 1.2 13 0.13 404 - Mudroom 160 86 2.6 30 0.28 405 - Gara e 725 725 12.9 18 1.37 TOTALS / AVG'S. 5918 5212 90 15.3 9.6 �l� I � � W H N � W" � � 0 � � 0 � � Z � W W Z � Z W � � � � T f6 3 a� C O V M � � tn � Z OQ � U � W� IQiH m � H J = Q � H � � J } Z Q H W � W >oo❑UJ � � 0 � N o a� 0 �no�°� � o o � d � y J W � � m Z O � QXJi Q � � H W Q zzwc� Na�� OOa¢ �OOO°o ���U Uir��n� � � � m Ql �p -. -. � � 0 � Q � �� O �� � � � � u W ^. 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LIC. (.Ci� .... ; 3 �. F. 'Y t:>�:7) '�--_-�.ti rJa. . [�) r?it4fti ; �7r ��,�.•c7" a�:; zS ,.r-1 �.�_.3;L .... 115 F�REST RC?AD LOT 30, BLOCK 7, VAIL VILLAGE —1ST FtLING — VAIL, COLORADO DEMAND l.OAD CALCULATIONS, SINGLE FAMtLY DWELLfNG UNIT 120 ! 240 VOLT, —1 � (PER NEC 22(Y3B THROUGH Y20�19) EaU�PMENT Q�Nn.� VOLTAI4�S! NECARTtCIE TAG (WJ DEMANDFACTOR GEfJERAL LIGHTING SMAf.L APPLUINCE LAUNORY TOTAL 7�3kVA� 10096 REMAlNDER � 35% NETLOAD 6190 Sf EA X 3 X 220 t: 2 EA X 7500 X 22Q.52(A) t EA X 1500 X 220.52(81 ��i��,, � � DEMAND TOTAL VA! FACTOR (VY) coHNECrEo QVYNER EGUiPMENT 3 APPLIANCES: LOAD COOKTOP 1 EA x t0200 X 220 55 1020Q 70096 WAIL OVEN t EA X $900 X 220 55 8900 1t1096 HOUSEHOLD EIECTRiC RANGE DEMAND FACTOR PER NEC TABIE 220.55 220 55 ftOOD tESIMATEp LOAD) 7 EA X iB00 X 2..'0.53 18qQ 759b MMCR�NAVE 1 EA X 1500 X 2."'0.53 75A0 7°r°b FRIDGE iESTiMATED LOAO) 1 EA X 1500 X 220 53 t:Op 7596 ICE MAKER 2 EA X S00 X 220.53 10QD 75°.6 FREEZER ORAWERS 7 Ea x 1500 x 220.53 15� 7596 DtSHWASMER (ES7IMATED LOAD) 2 EA X 1100 X 220 53 2100 75% tlNDER CAUNTER FRIDGE (ESTIMA7ED LOAD) t EA X t500 % 220 53 15Q0 7594 OISPO5A1 2 EA X 1225 X 220.53 24:,0 75?4 DRTER (EIEC. FUiURE) i EA X 500� X 22050 5000 tU096 GARAGE DOOftS i£STIMATED LOAD} 2 EA X 7200 X 2400 1QQY< BOOT WARMER {ESTIMATED IOAD) ! EA X 900 X 900 700% GAf2AGE SPRCE HEATER (ES7iMATED tOAOy 1 EA X 1000 X 4�0 t00hG ELEVATOR �£STIMATED tOAD) t EA X 7500 X 75W 1Q0% IARGESTMOTOR-ELEVATOR t EA X 7500 X 750� 2596 TOTAL HVRC / MECHANICAL EQUIPMENT: 86llERS 4 EA X 600 X 2400 1Q0°k PUMPS 12 EA X 528 X 6336 7005i, FAN COIL 1 Hp 1 EA X 1920 X 1420 100 �G ENERGY RECOVERT VENTIlA70R t EA X 4W % 40Q 10p% OAiN EXHAUST t EA X 25 X 25 10016 HUMtDIFIERS 1 EA X 3840 X 22D.53 3840 75% HUMIOIFICATION FAN 1 EA X 180 X 180 tOb°,6 EXHAUST PAM, GARAGE 1 EA X 80 X 80 10656 EXHAUST FAN STEAM. SMOWER t EA X 80 X 80 100'�6 WNOLE HOME EXtiAUST t EA X 1176 X 72053 1176 75% SUPFLY FAN t EA X &T X 86 t00°b MOIOR OPERATED DAMPERS 4 EA X 40 X 160 1�°b TOTAL ADDtTiONAL ELECTRI,S�yTlLiZATION EQUIPMENt: HEATTAPE(BOp-RAYCHEMGM-2XT).346k20°.6 415 M'T� 12 X 426.4 4984 125% STEAIut StiOWER THERMASOL PRO 500 1 EA X 15000 X 220 53 15000 75 % JACUZZITUBS 2 EA X 7455 X 220.53 2910 75% SAUNA 1 EA X 4500 X 2..'0.53 4500 75% #10T TU6 (ESTItYWTED LOA�) t EA X 12000 X 12C1(30 100% N T07AL HET CoNPUTED LpAD TOTA4 126t�2 Va FOR 240V,1@, 3 V111RE SERVICE 103393 (VA) ! 240 VOlTB 626 AMPS NET COYPUTED tOAD ALLOWING 20X ADdT10NAl CAPAqTY TOTAL 151370 VA ALLOWING FOR 2056 ADDITIONAI CAPACITY FOF2 UNFORSEEN LOADS AMd FUTURE UPGADES ESTIMATED 56RVICE SIZE: ESTItw4TED QTY.Of (42) C�CUIT LOAOCENTERS etYO Ssc-Fr► ___ 144 CIRCUITS, - wi LIMITED SPARE SPACE ��- --- – — --- --- NO S: 1 TMESECALCUU17tON5AREBnSEDONTHESTANpARDCALCUTATiONMETHOD(nEC220). 2. NEC 220 S3 APPIIANCE LOAD DEMAND FACTOR 73% POR (<) OR MOR.E. NOT INCWOiNti HEAT. AC, RRNG£ OR DRVER. 3. CALCLUTIONS ARE BASEO ON THE M05T CURRENT INFORMA710N AVAiI.ABLE AT TNIS TIME I w 1$S70 3000 � 230T0 3000 T025 10025 DEMAND LOAD 10200 � 17000 1350 1125 1125 75D t125 1800 1125 f838 5000 2400 800 4000 7500 18Z� 42913 2400 6336 1420 400 � 2880 980 80 80 882 � � �sau 6225 t 125f? 2783 3375 �Z� 35033 163393 VA as� aMPs �x�o» va a�� ar�s 60U AMP 4 PANELS 7 � 1 `� f � 2 '1�lWN 0�" i�AII, , Jab Nam�:: � i + �.. , � _; � � .� + ii'�,� ' -- �' i t': I�> ` y f•'= a r �o►> nddress: i i:�„ - s. � . �:�% ��:t�,��a. . -- E'ern,it No.: (� t.:� ., ��; r).`:; SPFCIAI. INSpEC'('lC3N AN[� 7E5�'iNG �1GFtEFMENT (1�� �pplicanis of projecis �eciuiriny �pe��af Ins�actio,� �r iesUnc� pe� Sccti�,n lYU1 of thEa IHC:� I Jie o�:ner o� hisiher repres�±itiai�ve on (i�u �;dvici; ot the desigr� ��rufzssic>i��! ,�i �e�5ponsiblc• c;it�r cui�i��lele; seal sign and submit a co�y o( ltte Speci.,1 Inspection p,�rec�ment arci Slructurai Tests Scheduled b li�e "fowr� of Vaii {ar revievr and �� 9e: st�al� �hotacopled or faxcd sic�natures are acc;eF,lal,ft� p�fDVal. 5ignatures are IF.C�UIf�?r1 on botti pag�;s, fhe avner and his!t�r c�eneral 4�fntiaci!a�. :yhr.re �iE�pltC<�bic: Shall also acknawleclp� tf�e foflcriwnq c.arxl�tions �pphcahle lo Spe��ai Inspection iestir�y 1 (;cmtractur i� re��onsiblc: for prc��;�� r�q�if�;;�dion t�a the lnspectiqn a� I�esiing ac�ency tc�r ite�r�s Hstecl.(p�ye �) (tQC 17Ud} � Oniy thc tesUng labo�atrny shoulcJ lak� s��mples and tra�rs{�ort them lu 3heir tabaratc,ry 3 CoPies of �II labar��tory reporls :+nd inspections a�e io E�e stsi�t directly to tt� TcHVn of V<+il Uy the Icstii�c� agency Qn :: vi���akty basis. � tnspe.ctian �yer�cy ��, ,uf„iul �,;u�if,,; anil qu�liiicatiorn of un sile special ir�speCtors to liic= Town of Va�I fe�r reVic�w and approval.( f�age 1} 5. "ihe special inspeclor is tesponsibi� to un�n;;diately r�ubfy U�:: lo►m of V��il t3��,lding Otft�ial in v�nlmg af any coricFrns anrtlor prQb+c��s enc;ounlnreci �% It is the res n�' }+ 1� ibi ty pt the curlU��lo� 1�, rt,.r,�;.,,• the I_�:rn e�( Vs�il aprxov��f plarts for a;:f,J�lro���l in5pc�.:Eic�:� or te5lrr��� �EyUrrerl1Cnt5 tha? ��a�y t r nrr`�r�T� A l:re�c:�r�slr��E�un c,or�fer�rtCe ai lhe job site Is r�:curruncnded to rev�ew spQCiat ins�eclion ��ro;e�,ir+,s / I he� spc:cial insp�r.l�x .^,h�l( use only the Tc;tvn oi Vait �i��>>rovr�r! drstivm.�s f' AU s�}���I �ris�,�ction (ield re�?orts nwsl bc lrtt c�n sit� for rt�v;ew by tiiF icr�,vrr of V�1il s1.3it prio� t� rec�uiretl i�t5peClitJr�s cx re•inspeciiuns. fiFi=nl2t ()l1't;llpAt�(;y W�( �, �� �F�f�lT�t). '1 he sp�=,��,1 inspec(ion ayer�cy sha�l subrnit �� sign�� a,�� sealeci slaternent thal all ilems rey�inng t�stiny ,�i�i insnectio�� vrer� f=.ilf�lle.rl �atxi r�� �o� tc•d �r �i���i =°n1�1l��i 1i�:.� :ttr?1 �)i a i I- n� ��,.i ir1 t'1���: •,It�� �ii1�.U+ ! �1�F,Ob Il �ii��; 11�-'. _� t� ��{�r iot Ih<; E�uPcl�ng ins!'_-'.;,�� r,,Jiuv.�,nu� wl+ri.�1 inyf�FCl�un��9 Iti,� :tdie.'t��t,;�l :�-lr.ili bt�• n��tiint a.r�_. 1: �l li�• Acl;not�ledyen�ent�. � - `7 -� _._-- .,- . _ - --------- (3v�ticr . �' _ � _s- ' � i � � �.,tyt , i r.. � }..- - . �Z� 1 2 � ��/iL� f'r�nl N,,i��.. S(:ECf'I 1{n,�,icr:lx�rt /�genc�� � �,+�.,�a �,�. .,_ _ -- �,. �.: . P[Q)el't �'r �it Narr.� . _` /��cf�IL-n�, ' _ _. I�--�t C E �c � �.��: .: ,:, U__ � � � , ' � — f;,,,,� rv„�-�� Cantractor t : ` ' �' . , r � '. . . .�___=-r-. _ �-__._-..�lG.:." -.=.✓ .:.-_.._.. r : :�r!_j . � �._ ; `'YJn�SUre -- - [.._ < < 1 � ('i�r:l Nar�,•,� � —' ,; ..� . /�� .L�. �L� O. !c r flaf��. �,a.7. � o ti;.i� ,�1<r.��----��.�� � ,�, ,`�Q �� � �'i�L� i"�. � � °� �%�/�Q� �;- � �-�.- � U'" !- . i �� : ����'�/' , .�\� � �S Q Gti ,,`' _ AR �a...�' dX j ,. c)c 4. (1U 1 U QF3: ]) a �� � a� TOWNO�'v�II, ' T7 [:i ;1U367�4`1�iE;0 Y•� , _. _. _.._ - ._ ___ __._ - � . _.. _ _ Joh Namr: ,__( � �1 (-r7�(��-- 7 At�ttN _ -- �itt'1 i?�,x'� A e�,r�, dob Add►ess: _� (.5_„ �=p �T" ?�A�A _—�__.__ . Permit No.: (3 j(J -� �j 03 � . _._._ ' -� . __.__�_ .--- _ _ __ .._,,...�_! SPECIAL iN:�i'EC7'10(V /�N� '�'ESi1�1G A(;���M��-� (To applieants ot pro)eGts roquirinc� Speclal inspeettun c�r 7estiti�� par Scctfon jTOi c�f ttre If3C) flaa u'�ancr rn h sfi �.r� r4 rt c���rt��f��t� tc:a! �i tt ;jd j'a�; ttiyr�. �>r �i�r>. �dvic:�� ct !I� rJt �,�,i F�;ui,, i:�t1�� l;a I�;SpG�t.;itf#.� t:h�tt n�• ,� � y uhr���l a cc'pY o! ttie ��.i r�4,1 fr•;�;;ti•nti F:�}re�n�c.�t und ;� 3. h;�'; SChL�u.r� o th� Ecn•.:� U( 1Ji�N (u. rnvis,rr and approv��. ;;;�naiures s�rn required un i�1t� , phnto�op�ed or taxvd signatures atr� ac:capt�blc� •�l:Gitit�:t; ! t'SES p. ges: 7ha nwner and histher c�e�ieraf cor�tt�etot, rrherc appl�cable, shatl :.�Iso acknc�w►��SD� It�r, fol'rrrrin� condiiionw �pplicrsbia to £;�eci� tnsp�sction ToSiii�g: 9. Gonir�clur is rtsp�nsibie f�r I;sted (t�agv �} �Ir�c: 1704) �p�'er nofit�caCion ta !he Ins��ection c�r Testing �ye��y fQr Iterns 2. O„fy tho tc���ng labcratcry sh�uld takc sdn:;�;es and trai;spoii !'�eu� ;a ti�e?r :s, C:o,Nes nf F!f i��;,�atc, y r��ti;� ancl i��s��ectfw►!: are tc, i�tY se��i rii;FC,I i:�hor:;:o-y, -a9U^�y on u vrerkly t,.rsis. r tc� the l o:rrr pi Vaii by t`r�r t t�sting �t InspcvNon c9e^��' !a subrp,t narr�as arid qu:�!il"teatian:> of or.-ske �-.,, o fr.r auvi►r,r� �ancl o,���;ov;��.( �� ?� p.'ial itc� 3„ � f rar � j U01ti Et� ,h^ TOtivr1 U! V?. j J- 7►ie �p@GI3: if�gj}eC:nf f5 �as ,���y r,<,•�cetr�� �rtd':�r )�►utaiE�pci��cx�u±�tF'fe0.�dialc:ly nntif•� the Tr�►vn ot \�a;i Huiidu�t� �ftiC'a! 11t t:�r,?In� pF � !f is E�ie �espansr�ii�; c,} � i;3�pr :lion or fea , Y ��' �onir� lu 1� rc icti:� 1' �'�9 fC,3t/ �.1 i'7. �}ic"3f _ c: i;^ .� ilC �CtYfl f` V:}1" '� recorn�il�li:}fll110.f,Vfi�. c};u.:�,,l�r�;, 1 .a���� is pf�•��;ri�l t�C;lus �nlclr,ft^E� �;f it►� f>b�tif2G�S 7. The speciat inspeclor sh��l use �t��Y ttt�+� o� r�L�o( Vail approvod dra���inc�s. �. Adf s cGel Ins cttnn fie�d re orts mu&t be ►ait o�� silc fo� revic:tv b thr; T �� p� P required itispeciion;, or rc lllSper,licH�s. Y cnvn af Vail sEaft ptipr i�� ticFC7RE OCGUi�ANCY WI! �. (3k GRr1N f ED: 1 tt�, special irtspec,Gc�n a: �.. sP»It�rt st�fF�m�±�� th�i .;i! 3tt �i� > tut, � t�+ 41 ►«' t r� ::t�J ri�.. l�� �It :t uIINUt tttepc teti :h.al! be; Ir�11l:f1 ffl tilf� !; ,-' > �� 1 i Stlaii �Ul�lliai °I *��, C� ll;t� p��t ur 1;r,r ii��!tl'tx1 a1:1 fu{x,rled 1�,,;ra ii� i��:, ;•G;� lo:� si,�: (or ihe E3:ii�. r,q lt:::�,r,�,�����.,f-�;,�w �,.:��r�h��!i��tinr��,pt�t,��,`"� It�e t.t:�tr ,�re.r�� Sh_rif l��� ��ri ��t t�^t� Ii ailfl��i�tlf. hcKno�Yiengemen�--_._� �� � UWi�er; _�'� z � � , � .._,__ .�- ' -,_, �� ) 5 gna ufc - - —.. . _-- - r _ ' � ,�'`�_� i�, a, I � -ij - �:.- . `r i � •- ., �.. ' i `� it t :'.t,.. __. . . . ... ,. %(�,I � `�i �,�:ill �Yr�,fi�' ��� ��i �,/-� _ //✓ ���t., � 9 ��y. _u .. .-t.. f,� Xlr ,�_ _ _ _ _ . :. . _ � � --�� � � �;7n8f 7 c � . �t.� ii 'T � z .� y� '_ �.�j������°-- � "' ' � 1��� ��ffic,�:f � , 1 / I,{/t. �(l-I/,f _.�(_..�.�_f,`, /` �/' Archtf�n i f'rnrt hdrr,r. _�_ �� . }��t / �-� natc � , na uie - -: � „C"7 �-1.:._ � �`i �J -°� . _.__ _._.. ._. (3 EC:k- (?. V I LP /nlb GA M(�R N j� Pr;nd Namo '_�' ___ �� /- j'� _ -� ._.__ _�.. i:!?Itf(-+[;xUt. a ' �-..t.t,,�,� .. Y.' � � �,;�' � Daf� _ _ _.. . .: �� :� - . 0?"°-d`_._ fb tU?.y t. . �? cln, !) � r��c�,i Nam� ' -- -_ / L) •W (�a,� �, .�_ _ 3.. ;/ '.'i'� �-+��, �``'�' ���f� ' _. ,, �,� '`� _ ._. �� `=' i 3G ���.� � r . , . �, ��1��� �. + C„ �. "� 4 �,t ��I !*:�[�'.�`.��" (_� /A / i7 � , �. �� ;� , � ' ,�t � ,r�ttr � -�`-.�} f���,•►° .� i: � �; ,.. . __.�j_ Terry Bond From: Chris Gunion [CGunion@vailgov.com] Sent: Tuesday, October 19, 2010 11:23 AM To: 'Terry Bond' Subject: RE: B10-0303 Please have the owner, or authorized representative sign the forms. Also Trevor Knell will need to submit special inspection qualifications to Town of Vail to be an authorized special inspector. Thanks Here is a link to the special inspectors who have been qualified by Town of Vail http://www.vail�ov.com/subpa�e asp?pa�e id=1001 From: Terry Bond [mailto:terry@beckbuilds.com] Sent: Friday, October 15, 2010 6:35 PM To: Chris Gunion Cc: Stacey Goehring; Robyn Boylan; Matthew Hill Subject: RE: B10-0303 Hi Chris, Thanks for the update. I actually did submit the special inspection forms to David last week on October 7th. Is it possible that they are at the desk but accidently didn't get logged in? I have attached them to this e-mail. Please let me know that you have received them. Terry � TERRY 64ND '(� Construction Manager il r.i� ,�,;:.�ir�..f.:.:,� ,:;� :;ri , if:.i;; ���� F'�st U11ice t3ux �IU:9U Vail CWaailv F31EihFi ."�.. F iel� U11Ke 9/U-�l JG��{ih (:E�I I:iU:i'A!!i !/!�3 `•••, • • IEyry�YOGeckbwltis.eoni r-3" �!_ � . � , From: Chris Gunion [mailto:CGunion@vailgov.com] Sent: Friday, October 15, 2010 3:04 PM To:Terry Bond Subject: B10-0303 Terry, I have complete review of your revised plans. The only outstanding item I have is the special inspection forms. These were not included in the information I received. Please fill out pages 3&4 of the attached forms and turn them into our office, and I can sign-off on the permit for building department This permit also has not yet been approved by Bill Gibson with Planning Dept, or by Town of Vail Public Works. thanks Chris Gunion ICC Plans Examiner LEED AP Town of Vail Community Development Department 75 South Frontage Road West Vail, CO 81657 � � f I 970.479.2369 c�union@vail�ov.com How are we doing? Please click the following link to complete the Community Development Survey: http://www. vai/aov.com/channels/survey/showSurvey asp�survey id=55&dept id=38 Pl�ase Jain me �r� rr�akiny a Difference TNink belore yau prmt� 0 REScheck Software Version 4.3.1 Compliance Certificate �: �irFb� � r � � i� �.'.`: Energy Code: 2009 IECC �� Location: Vail, Colorado � ���� ���� Construction Type: Stngle Famlly r-: �.�� Glazing Area Percentage: 22°/a ° Heating Degree Days: 9248 Climate Zone: 6 Construction Site: OwnerlAgent: . . . .. . Compliance: 1.8'/o Better Than Code Maximum UA: 840 Your UA: 825 The'K BeBer or Woroe Than Code fndex rollecls how doae to compNa�ce Ihe M1ouse is besed on code kade-al( iules. It DOES NOT provide art estimate of anergy use or cost rela6ve lo a minimum-coJe home. Ceiling 1: Cathedral Ceiling (no attic) Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Window 2: Wood Frame:Double Pane with Low-E �oor 1: Glass Floor 1: Ali-Wood JoisUTruss:Over Unconditbned Space Basement Wall 1: Solfd Concrete or Masonry Wall height: 5.8' Depth below grade: 3.3' Insulation depth: 5.8' Basement Wall 2: Solid Concrete or Masonry Wall height: 9.1' Depth below grade: 7.6' Insulation depth: 9.1' Basement Wall 3: Soiid Concrete or Masonry Wall height: 8.0' Depth below grade: 5.7' Insulation depth: 8.0' Basement Wail 4: SoUd Concrete or Masonry Watl height: 3.2' Depth below grade: 1.4' Insulation depth: 3.2' Basement Wall 5: SoHd Concrete or Masonry Wall height: 9.1' Depth below grade: 8.4' Insulation depth: 9.1' Basement Wall 6: Solid Concrete or Masonry Wall height: 8.1' Depth below grade: 9.1' Insulation depth: 9.1' Basement Wall 7: Solid Concrete or Masonry Wall height: 9.1' Depth below grade: 8.4' Insulation depth: 9.1' Basement Wali 8: Solid Concrete or Masonry Wall height: 5.1' Depth bebw grade: 4.1' Project TiUe: Data filename: P:\115 Forest Rd\DRB & Approvals\taplin 2.rck �;-� i -: ' � �_ < <�, - � �� i , �j I; , :a . . . �, L ,._�__�.��'r�f �! �� �����.._ ,_,,._ DesigneNContractor: 1581 50.0 0.0 33 346 50.0 0.0 9 5749 21.0 0.0 256 864 0.350 302 311 0.420 131 79 0.350 28 275 49.0 0.0 6 105 15.0 10.0 4 288 15.0 68 15.0 31 15.0 254 15.0 596 15.0 36 15.0 331 15.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10 3 1 9 19 1 13 _- __ � _°" "� ��Report date: 08/12/10 Page 1 of 6 Insulation depth: 5.1' Compliance Statement. The proposed building design described here (s consistent w(th the building plans, specificafions, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements fn REScheck Version 4.3.1 and to compiy with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date __ __ _ _ � .. . __ .. _ __.. _.._ Project Title: Report date: 08/12I10 Data filename: P:\115 Forest Rd1DR8 & Approvalsltaplin 2.rck Page 2 of 6 REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ Ceiling 1: Cathedral Ceiling (no attic}, R-50.0 cavity insulation Comments: ❑ Ceiling 2: Flat Ceiling or Scissor Truss, R-50.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-21.0 caviry insulatfon Comments: Basement Walls: ❑ Basement Wall 1: Solid Concrete or Masonry, 5.8' ht / 3.3' bg / 5.8' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wa112: Solid Concrete or Masonry, 9.1' ht / 7.6' bg / 9.1' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 3: Sdid Concrete or Masonry, 8.0' ht / 5.7' bg ! 8.0' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 4: Sdid Concrete or Masonry, 3.2' ht / 1.4' bg /3.2' Insul, R-15.0 cavity + R-10.0 continuous ins�lation Comments: ❑ Basement Wall 5: SoUd Concrete or Masonry, 9.1' ht / 8.4' bg / 9.1' insul, R-15.0 cavity + R-10.0 coniinuous insulation Comments: ❑ BasemeM Wali 6: Shcd Conaete or Masonry, 9.1' ht / 9.1' bg / 9.1' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wali 7: Solid Concrete or Masonry, 9.1' ht / 8.4' bg / 9.1' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 8: Solid Concrete or Masonry, 5.1' ht ! 4.1' bg / 5.1' insul, R-15.0 cavity + R-10.0 continuous insulation Comments: Windows: ❑ Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes - Frame Type Thermal Break? - Yes Comments: No ❑ Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.420 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? Yes _ No Comments: Doors: ❑ Door 1: Glass, U-factor: 0.350 Comments: Floors: ❑ Floor 1: All-Wood JasUTruss:Over Unconditioned Space, R-49.0 cavity insulation Comments: __._ ... .__..__ _. _-- __ _....� __._ . .,__ _... .. _ ____ . ..__._ . __.. _. �-- Project Title: Report date: 08/12/10 Data fllename: P:\115 Forest Rd�DRB & Approvalsltaplin 2.rck Page 3 of 6 Floor insulaGon Is fnstalled in permanent contact with the underside of the subfloor decking. Afr Leakage: � Joints (including rim Joist junctions}, attic access openings, penetra6ons, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air banier material, suitable film or solid material. � Air barrier end sealing exists on common walis between dwelling units, on exterior walls behind tubs/showers, and in openings between window/door jambs and framir�. � Recessed Ilghts In the bullding thertnal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or cauik betwee� the housing and the interfor wall or ceiling covering. 0 Access doors separating wnditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is instalied to mafntaln Insulation appiicatlon. � Wood-burning fireplaces have gasketed doors and outdoor combustion alr. Air Sealing and Insulation: � Building envelope air tightness and insulation installation �mplies by either 1) a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2) the fotlowing Items have been satisfied: (a) Air barrfers and thermal barrier: Instailed on outside of air-permeable insulation and breaks or Joints In the air barrler are fllled or repaired. (b) Ceiling/attic: Air barr'�er in any dropped ceiling/soKt is substantially aligned with Insulatbn and any gaps are sealed. (c) Above-grade walis: Insulation is installed in substantial contact and continuous alignment with the building envebpe air barrier. (d) Floors: Air barrier Is fnstalled at any exposed edge of insulation. (e) p�umbing and wirfng: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. (� Comers, headers, narrow framing cavities, and rim Joists are insulated. (9) Showerftub on exterior wall: Insulatlon exists behveen showe�s/tubs and exterior wall. Sunrooms: � Sunrooms that are thermally isolated from the building envelope have a ma�timum fenestraCwn U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermat envelope requirements. Vapor Retarder: � Vapor retarder is installed on the warm-in-winter side of all rwn-vented framed ceilings, walls, and floors; or it has been determined that moisture or its freezing wiil not damage the materials; or other approved means to avoid condensation are provided. Comments: Mate�ials Identification and Installation: � Materials and equipment are installed in accordance wfth the manufacturer's installation instructions. 0 Insulation is fnstailed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. � Materials and equipment are identified so that compliance can be determined. � Manufacturer manuals for all instailed heating and cooling equipment and service water heating equipment have been provided. � Insulation R-values and glazing U-factors are clearly marked on the bullding plans or specifications. Duct Insulation: � Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: � Building framing cavities are not used as supply ducts. � AII joints and seams of air ducts, air handlers, filter boxes, and buflding cavities used as retum ducts are substantialiy airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp Joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equaily spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partialiy inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portfon of the joint so as to prevent a hinge effect. .__ _..___ .__._._ ___.,._ ._._----._____�___ ---_ ______ .._ _ � ___ ___�.____� _. Project Title. Report date: 08/12/10 Data filename: P:\715 Forest Rd�DRB 8� ApprovalsUaplin 2.rdc Page 4 of 6 Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). � All ducts and air handlers are located within conditioned space. Heating and Cooling Equipment Sizing: � AddiGonal requirements for equipment sizing are included by an inspection for compliance with the Intemational Residential Code. � For systems serving muitiple dwelling units documentation has been submitted demonstraBng compliance wlth 2009 IECC Commerclal Building Mechanlcal and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: � Circulating service hot water pipes are insulated to R-2. � Circulating serv(ce hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: � HVAC piping convey(ng fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: � Heated swimming pools have an oNoff heater switch. � Pool heaters operating on natural gas or LPG have an electronic pibt light. � Timer switches on pool heaters end pumps are present. Exceptions: Whe�e public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-heat-recovery systems. � Heated swimming pods have a cover on or at the water surface. For pools heated over 90 degrees F(32 degrees C) the cover has a minimum Insulation value oi R-12. Exceptions: Covers are not required when 60�0 oi the heaiing energy is from site-recovered energy or solar energy source. Lighting Requirements: � A minimum of 50 percent of the lamps in permanently fnstalled lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller dfameter Gnear fluorescent (�) 401umens per watt for lamp wattage <= 15 (d) 50 lumens per watt tor lamp wattage > 15 and <= 40 (e) 60 lumens per watt for famp wattage > 40 Other Requlrements: � Snow- and ice-melting systems with energy suppUed from the service to a buiiding shall include automatic controls capable of shutting off the system when a) tha pavement tempereture is above 50 degrees F, b) no precipitation is failing, and c) the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: � A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the vfsibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Depa�tment Use Only) _______ . �...._._._- _ _ _ - -___ . _._ . . Project Title: Report date: 08/12/10 Data filename: P:\115 Forest Rd\DRB 8 Approvals\taplin 2,rck Page 5 of 6 . _ _.. �_ . . _ .. . _ . ___ ___ __ _ .r Project Title: Report date: 08/12/10 Data filename: P:\115 Forest Rd\DRB & Approvals�taplin 2.rck Page 6 of 6 2009 IECC Energy Efficiency Certificate . . Ceiling / Roof 50.00 Wall 21.00 Floor / Foundatlon 25.00 Ductwork (unconditioned apaces): �.. . • Window 0.35 0.20 Door 0.35 0.20 . : .. • � • Heating System: Cooiing System: Water Heater: Name: Date: Comments: .. . za:"? �,,..':�1 j f,+ - • � �`, t, �4�') +1�.'�� 3 ��� �" ",.�p�. �� n�,�� � � ;�'�'F : 3 ", y.�,� _� � � _ f. y� � ��` "k£i q ,A,�r . "�. fk�. �'^ ^^*�,"� ' '1 � �F :�_ k , t A � �S �V; � 0'. ,� r f„p�,� . �ic_ tiS•� �� , f. � �w `' � � a �� � siy �,* " � � '�� . �,y, �'' '(�% �,. . ��- � �i"y�,�,�"'^� i ' � .- e � � �,Q �` ��,�°� �p„a� �'y„"��� ar' sr a �fz�'� ` � � : �'2§����xP 4?� � F� �.��,���i ,, Department,ofi�Communtt�I:.:D�y�l'oE , � ;;75 South Frontage ;��� ?' Va�l, �Q(orac�Q�, f� �ry t �_� ��,� � ` �TTe1 9�0��� � � 1 �� " ���a���,.� "' �:;� „;� Fiaic`� ;,97���e ��� . ��'� , ` �il/eb: ,v�.�+a�{go' � } rr . ` �_� D,,eve`l�p�nenf Re�tew{'�o�,�� �� �� �� s � '� � , ,�_ .. .r;, ,� ��>,._i:: � �'� _.._.��._, .�� � � � TRANSMITTAL FORM Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Attention: () Revisions (� � � � D �� 3 ' ��1 { } Response to Correction Letter �� � , iJ ����/`� U '�� r' attached copy of correction letter ( (� ��.r�r. %L-D , ( ) Otherred Submittal Project Street Address: � � �� �D ��� � � Description / List of Changes: J—LtZ-- 1 ��,,- /� /- (Number) (Street) (Suite #) { " �vu- S� ,+`N� �T�'?�i't//iR�f BuildinglComplex Name: �rJ� ��yLtJG�1%�'� F IJ�T�T �D ,S� Contact Information: Company: g�G< <3 U� l D c M 6 C o M PA�N'r �" Q�`�� ��`'v�rL" CompanyAddress: P• �• Q�X �-( � 3a 3� t.�NC/�� TEST ��� rt City: �%M i.. state: C. zip: 81658 2-8 ��'1' ��T• �'�' 'P�`''� • Contact Name: �E RR`� 1.� O�D Contact Phone: Q%O -�i 7�o ' J�.3 6 S' E-Mail " ! �%Z.�Y �. QEGk.aUt Ll�S. GO� Revised ADDITIONAL Valuations (Labor & Materials) • (DO NOT include original vatuation) ��'�"'� A� Building: Plumbing: Electrical: Mechanical: Total: $ i � % r i $ $ (us ditional sheet if necessary) Date Rece eD : � � � Q �%f � v � MAR 0 7 2011 TOWN OF 1/AIL O1-Jan-10 � , TRANSMITTAL �/�D- D3b3 i �; - � _-�;; _ ; '�p i� �� r � t� �, ��� �_�j,, (�(�� I' I4.�Y,�.. �J11 r•�Y�-�..+ � �.i I�.,�.i�� � ,� `_ . _ rr�wn� Q� v,�i� TO � c9�U}v1, � 4 � � ATTN ��� A����� FROM C�(� k�� � . � . U We are sending you the following items: [ ] Shop Drawings [ ] Samples [ ] Change Order l.,/�,� �'J� � �. �. / � �.1 COPIES DATE a �a,l�,/« DATE �p�r'j�,f � R E ��S ���' � � VIA � � � � [ ] Prints [ ) Specifications [ ] Photographs � C � �� e U I L 0 I N G C 0 M P A N Y [ ] Plans� [ ) Copy of letter [ ] Bidding Guidelines DESCRIPTION ,��..C� �o-r l/5 f'a�,o� �, (�D. These are transmitted as checked below: [] For approval [] Approved as submitted J� For your use [] Approved as noted [] Returned for corrections � As requested � .. [] For review & comment [) For bids due [] Remarks: �1 „,� , „ ' ..I.X-t).�.J�, � Copy to: �„� � ' � � � � � Signed: � � , �u:\WPFI�c'S\CCCSl7EM Beck 6uilding Co Word\iransmittal.dot BUILDING A LEGACY OF TRUST FOR OVER 30 YEARS � ��.'3� - 12.�� 08-16-2U12 Inspection Request Reporting Page 1 3:58 pm Vai1�C - CitTQf A/P/D lnformation Activity: B10-0303 Const Type: 101 Owrer: 115 COMPANY ftequested Inspect Date Inspection Area Site Address Type: B-BLD Occupancy: Contractor: BECK BUILDING COMPANY Descriation: NEW SINGLE FAMILY RESIDENCE Requested Inspection(s� Item: 533 PLAN-TEMP. C/O Requestor: Comments: 390-7256 Assigned To: BGIBSON Action: Time Exp: P ���?�2- 8G Item: 90 BLDG-Final Requestor: Comments: 390-7256 Assigned.To: JMONDRAGON Action: Time Exp: Item: 530 BLDG-Temp. C/O Requestor: Comments: 390-7256 Assigned.To: JMONDRAGON Action: Time Exp: Item: 532 PW-TEMP. C/O Requestor: Comments: 390-7256 Assigned.To: JMONDRAGON Action: Time Exp: Friday, August 17, 2012 CG 115 FOREST RD VAIL 115 FOREST ROAD Sub Type: NSFR Use: V8 Phone: 970-949-� 800 Status: ISSUED Insp Area: CG Requested Time: 08:00 AM Phone: Entered By: MHAEBERLE K Requested Time: 01:30 PM Phone: Entered By: MHAEBERLE K Requested Time: 03:00 PM Phone: Entered By: MHAEBERLE K Requested Time: 04:00 PM Phone: Entered By: MHAEBERLE K Inspection History Item: 501 PW-Access/Stagin�q/Erosion Item: 10 BLDG-FOOTING * Approved "' 12/29/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED NORTH FOOTING (HIGHLIGHTED ON FILE SET) APPROVED UFER GROUND 20�FT RE6AR 03/11/11 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: APPROVED FOOTER FOR AUTO COURT ,GRID LINES A-H SECTIONS 7-8 04/18/11 Inspector: sgremmer Action: DN DENIED Comment: Grid lines H and 8 corner soft joint I looked at it per the en� gineer drawnings that were provided on site. Those plans have not been recieved by the town of Vail yet. This inspections can be approved after the new submitted plans are approved. 06/21/11 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: FOOTER GRID 8/H S501 DETAIL REPT131 Run Id: 14615 10-22-2012 Inspection Request Reporting Page 1 4:08 pm Va�i,s � Of Requested Inspect Date: Tuesday, October 23, 2012 Inspection Area: CG Site Address: 115 FOREST RD VAIL 115 FOREST ROAD A/P/D Information Activity: B10-0303 Type: B-BLD Sub Type: NSFR Const Type: 101 Occupancy: Use: VB Owner: 115 COMPANY Contractor: BECK BUILDING COMPANY Phone: 970-949-1800 Description: NEW SINGLE FAMILY RESIDENCE Status: ISSUED Insp Area: CG Requested Inspection(s) /�7� c,ca.-{Sov� w���%� �9� �25�0 P/c�;,,�•lc�►,�sc...,,,,� �.,spuf� Item: 532 �R�A!-TEMP. C/O Requested Time: 04:30 PM Requestor: BECK BUILDING COMPANY Phone: 970-949-1800 -or- 970-949- Comments: 390-7256 A�p�yv¢� �G � a�Z3�iZ 4335 Assigned To: t� Entered By: JMONDRAGON K Action: Time Exp: Comment: us use riveway/maintain access Removal barrel and address site safety issues Provide driveway inspection /paperwork from P.E. or License Surveyor. Inspection Historv Item: 10 BLDG-FOOTING *` Approved "" 12/29/10 Inspector: JRM Action: Comment: APPROVED NORTH FOOTING HIGHLIG APPROVED UFER GROUND 20�T REBA 03/11/11 Inspector: JRM Action: Comment: APPROVED FOOTER FOR AUTO COUR" 04/18/11 Inspector: sgremmer Action: Comment: Grid lines H and 8 corner soft joint I lookec site. Those plans have not been recieved k approved after the new submitted plans ar� 06/21/11 Inspector: JRM Action: Comment: FOOTER GRID 8/H S501 DETAIL 08/11/11 Inspector: mdenney Action: Comment: 3 footings for bridge. ORN FILE SET)CTION PA PARTIAL APPROVAL ,GRID LINES A-H SECTIONS 7-8 DN DENIED at it per the e�ng ineer drawnings that were provided on y the town of Vail yet. This inspections can be a� pproved. PI PARTIAL INSPECTION PI PARTIAL INSPECTION Provide an original copy of Engineers letter changing 1 footing size from 15' by 6' to 8' by 13'. 09/15/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: columns for bridge 10/12/11 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: FOOTINGS FOR BRIDGE ABUTMENT 08/22/12 Inspector: JRM Action: AP APPROVED Comment: Item: 20 BLDG-Foundation/Steel *" Approved *" 01/06/11 Inspector: nchand Action: PA PARTIAL APPROVAL Comment: 6b to 5h perimeter wall steel 01/14/11 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: PLANS AS HIGH LIGHTED (BLUE) UP TO HEIGHT 22 FEET 01/18/11 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED WALL (35') GRID LINE 7 A-F 01/24/11 Inspector: sgremmer Action: PA PARTIAL APPROVAL Comment: Grid B to F on Grid line #6 03/18/11 Inspector: JRM Action: PA PARTIAL APPROVAL REPT131 Run Id: 14905 10-26-2012 Inspection Request Reporting Page 1 4:31 pm Vail,�',z� - It�v O{ AIP/D Information Activity: B10-0303 Const Type: 101 Owner: 115 COMPANY Requested Inspect Date: Inspection Area: Site Address: Type: B-BLD Occupancy: Contractor: BECK BUILDING COMPANY Description: NEW SINGLE FAMILY RESIDENCE Requested Inspection(s) Item: Requestor: Comments: Assigned To: Action: Inspection Historv 537 PLAN-FINAL C/O 390-7256 BGIBSON Time Exp: �� �(s �O/2`'/jZ Monday, October 29, 2012 1 5 FOREST RD VAIL 115 FOREST ROAD Sub Type: NSFR Status: ISSUED Use: VB Insp Area: CG Phone: 970-949-1800 1�� u►llgc.�iE 3�ro-?256 Requested Time: 08:00 AM Phone: Entered By: MHAEBERLE K Item: 10 BLDG-FOOTING *"` Approved "" 12/29/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED NORTH FOOTING �HIGHLIGHTED ON FILE SET) APPROVED UFER GROUND 20 T REBAR 03/11/11 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: APPROVED FOOTER FOR AUTO COURT ,GRID LINES A-H SECTIONS 7-8 04/18/11 Inspector: sgremmer Action: DN DENIED Comment: Grid lines H and 8 comer soft joint I looked at it per the enqineer drawnings that were provided on site. Those plans have not been recieved by the town of V"ail yet. This inspections can be approved af�er the new submitted plans are a�pproved. 06/21/11 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: FOOTER GRID 8/H S501 DETAIL 08/11/11 Inspector: mdenney Action: PI PARTIAL INSPECTION Comment: 3 footings for bridge. Provide an original copy of Engineers letter changinq 1 footing size from 15' by 6' to 8' by 13'. 09/15/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION omment: columns for bndge 10/12/11 Inspector: JRNf Action: PI PARTIAL INSPECTION omment: FODTINGS FOR BRIDGE ABUTMENT 08/22/12 Inspector: JRM Action: AP APPROVED Item: 20 BLDG-Foundation/Steel "' Approved ** 01/06/11 Inspector: nchand Action: PA PARTIAL APPROVAL Comment: 6b to 5h perimeter wall steel 01/14/11 Inspector: JRM Action: PI PARTIAL tNSPECTION Comment: PLANS AS HIGH LIGHTED (BLUE) UP TO HEIGHT 22 FEET 01/18/11 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED WALL (35') GRID LINE 7 A-F Ot/24/11 Inspector: sgremmer Action: PA PARTIAL APPROVAL Comment: Grid B to F on Grid line #6 03/18/11 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: APPROVED FOUNDATION WALLS- PARTIAL GRID LINE A-D LINE SECTION 7-8 03/25/11 Inspector: Martin Action: PI PARTIAL INSPECTION Comment: 1. Provide revised plans for field conditions at grid line 7 to 8 line H OK to pour wall pendin�g approved revised plans 2. Oked wall line D to F-T REPT131 Run Id: 14983 Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Attention: ( ) Revisions ( ) Response to Correction Letter ID — 03 0 3 M & - M mrIN 14 4 b x [E _attached copy of correction letter () Deferred Submittal O Other Project Street Address: I '5' Eo a i 120 A-0 (Number) (Street) (Suite #) Building /Complex Name: Contact Information: Company: BeQc [3VILD(KG C_o -QK Company Address: F- Q0), L( 3 a City: \/�hi L State: CO zip: 8l6SS Contact Name: -- re fmj 3o a-b Contact Phone: 9 70 - y 7 (o • 53 6 t r E -Mail ' C-12-12Y 6Eck6121 pus, eo/41 Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: Plumbing: Electrical: Mechanical: Total: Description / List of Changes 1� zym .spy t1 c SO i t...c 2c P N Ro Le & GOTEZH A-r. (use additional sheet if necessary) Date Received: D ULEC 2 3 2010 TOWN OF VAIL 01- Tan -10 TRANSMITTAL FORM W omh e - oitec r HEPWORTi PAWLAK GEUiE�'Hf.�1Cal_ September 24, 2010 Frank Taplin 1505 Rising Glen Road Los Angeles, California 90069 Job No. 110 044A Subject: Observation of Exploratory Pits, Proposed Residence, Lot 30, Block 7, Vail Village First Filing, 115 Forest Road, Vail, Colorado Dear Mr. Taplin: As requested, a representative of Hepworth - Pawlak Geotechnical, Inc. observed exploratory pits at the subject site on September 14, 2010 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our Proposal for Geotechnical Services to you, dated March 3, 2010, Proposal No. 034 -10. We previously provided presumptive soil parameters for foundation design in a report dated March 15, 2010 under the above Job Number. Proposed Construction: The proposed residence will be a 4 level structure located on the site in roughly the same location as the existing residence. The lowest (recreation) level floor elevation will be at 8203' -6" and the upper (garage/auto court) elevation will be at 8235' -0 ". Ground floor at the recreation level will be slab -on -grade and the garage floor will be structural above a combination of crawlspace and basement storage. The auto court and driveway will consist of structural slabs. We understand that the driveway will be elevated above the finished ground surface. Spread footings sized for an allowable soil bearing pressure of 2,500 psf, as recommended in our previous report, will support the proposed structure. A permanent soil nail wall will be constructed at the uphill side of the recreation and living levels, along building grid lines 6 and 7. Subsurface Conditions: At the time of our site visit, the existing residence and foundation had been removed and an access trail and pad had been rough graded on the site. Two exploratory pits were excavated in the proposed building footprint. The subsoils exposed in the south pit (Pit 1) consisted of 7 feet of medium dense clayey sand and gravel with rock fragments up to about 18 inches in size overlying weathered to hard claystone shale bedrock down to the pit depth of 9 feet, or about elevation 8208 feet (provided). The subsoils exposed in the west pit (Pit 2) consisted of medium dense clayey sand and gravel down to the bottom pit depth of 11 feet, or about elevation 8196 feet (provided). Results of swell - consolidation testing performed on samples of the matrix soils taken from the pits, shown on Figure 1, indicate low to moderate compressibility under conditions of loading and wetting. The results of a gradation analysis performed on a sample of the coarse natural granular soils (minus 3 inch Frank Taplin September 24, 2010 Page 2 fraction) obtained from Pit 1 are presented on Figure 2. No free water was encountered in the pits and the soils and bedrock were slightly moist to moist. Recommendations: Considering the conditions exposed in the exploratory pits and the nature of the proposed construction, spread footings placed on the undisturbed natural granular soil designed for an allowable soil bearing pressure of 2,500 psf should be adequate for support of the proposed foundation. The matrix portion of the soils tends to compress under load and there could be some post- construction differential settlement of the foundation, especially between continuous footings and isolated pads (such as for the elevated driveway). The underlying bedrock is relatively incompressible and the magnitude of potential foundation settlement will depend on the depth of soil below the footing and the load on the footing. We can evaluate the settlement potential when foundation loads have been developed. Footings bearing entirely on bedrock can be sized for an allowable bearing pressure of 4,000 psf. There could be some differential settlement between footings bearing on the natural soils and footings bearing on bedrock. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. All existing fill, topsoil and loose and disturbed soils and bedrock fragments in footing areas should be removed and the bearing level extended down to the undisturbed natural soils or bedrock. The bearing soils should be protected against frost and concrete should not be placed on frozen soils. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures up to about 12 feet tall should also be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for on -site soil as backfill. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 40 pcf for backfill consisting of the on -site granular soils or 35 pcf for imported crushed screened rock. A perimeter foundation drain should be provided to prevent temporary buildup of hydrostatic pressure behind the uphill foundation and retaining walls, and soil nail walls, and prevent wetting of the lower levels. Structural fill placed within floor slab areas can consist of the on -site predominantly granular soils or suitable imported granular soil (such as road base) compacted to at least 95% of standard Proctor density (SPD) at a moisture content near optimum. Backfill placed around the structure should be compacted to at least 90% SPD and the surface graded to prevent ponding within at least 10 feet of the building. The existing retaining wall at the south (uphill) side of the lot should be underpinned if excavation for the new foundations will be performed within an envelope defined as a line extended down from the edge of the footing at 1 horizontal to 1 vertical. It appears feasible to underpin the existing retaining wall conventionally by extending the bearing level down to an adequate elevation or can be done with micropiles. Job No. 110 044A Gc Y&ech Frank Taplin September 24, 2010 Page 3 Limitations: The recommendations submitted in this letter are based on our observation of the soils exposed within the exploratory pit excavations and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWL ICAL, INC. Q P��. Eris �L Trevor L. Knell, P. ''� 38469 Rev. by: DAY 0 �N6 TLK/ksw Attachments Figure 1 — Swell- Consolidation Test Results Figure 2 — Gradation Test Results cc: Beck Building Company — Attn: Terry Bond ( terry Qbeckbuilds.coin Job No. 110 044A Gce&I ech Moisture Content = 13.7 percent Dry No movement upon wetting 0 0 z 1 O � 2 O U 3 0.1 1.0 10 100 APPLIED PRESSURE ( ksf ) 0 0- 0 z 1 O cr 2 n. 2 O U 3 0.1 1.0 10 100 APPLIED PRESSURE ( ksf ) 110 044A p 'GeU'tegh SWELL - CONSOLIDATION TEST RESULTS FIGURE 1 �'IO.TH GEOTECHNI; AL Density = 114 pcf Sample of: Clayey Sand with Gravel From: Pit 1 at 6 Feet No movement upon wetting Moisture Content = 16.5 percent Dry Density = 111 pcf -200 = 26 percent Sample of: Clayey Sand From: Pit 2 at 10 Feet No movement upon wetting HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 24 HR. 7 HR 45 MIN. 15 MIN. 60MIN. 18MIN. 4 MIN. 1 MK 0100 ♦50 #30 •16 I8 04 W 3I4' 1 W 3' 5' 8' f 0 1 FA 1011111 30 LU LU Z F W W Q � 50 F W W cr W CL BO W 70 80 90 100 .001 .002 .005 D09 .019 .0.77 074 .150 .300 .600 1.16 226 4.75 9" 12.5 190 375 76.2 152 203 127 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT SAND GRAVEL COBBLES FlNE MEDIUM COARSE FINE I COARSE Gravel 43 % Sand 35 % Silt and Clay 22 % Liquid Limit XX % Plasticity Index XX % Sample of: Clayey Sand and Gravel with Cobbles From: Pit 1 at 5 to 7 Feet 110 044A G @')'tech GRADATION TEST RESULTS FIGURE 2 rA Department of Community De Yeloprnent; +� Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. ( Permit #(s) information applies to: � o - 03 0 -1 Project Street Address: - F a&u r _I� w l (Number) (Street) Building /Complex Name: Attention: ( )Revisions - - - - -- - - - -�- �tµ/u f 6 yaIQN attached to Correction Letter _attached copy of correction letter ( ) Deferred Submittal w (} Other (Suite #) Contact Information: — Company: 'G C_ Ut�D (M Cs C �M_e�L4Y Company Address: e-0 50K _y 03C) V City: _ A L State: _C.7 Zip:_ l 6 5 — Contact Name: Contact Phone: _. 7o 4 7 5 6 b� E - Mail _ Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT Include original valuation) Description / List of Changes: M� P10 _F &".r /kf — p �1FE L� LA � .TNDL t P6NQtN T I�r7T►�G { HMV r AFU70 ) Building: Plumbing: $ Electrical: Mechanical I � Total: (use additional sheet If necessary) Date Received: Q [FCC OMB 0�1 OCT 0 7 2010 TOWN OF VAI m -1 -in TRANSMITTAL FORM Pro9E :2 a�S r Tn 1 � �� v ) WI SPECIAL INSPECTION AND TESTING SCHEDULE (IBC 1704} Project Name: 5 �D � i � p .P PLla r �� f�tJ ldENCE Permit # BI — Owner's Name: Testing Inspection Stgnaturc - - -_ Print Name Agency: �,� �? �� (0O Date Testing Inspection Signature Print Name Date Hereby certifies that the Testing /Inspection Agency named above has been engaged to perform structural tests and inspections during construction as checked below, to satisfy all applicable portions of the Building Code. Prior to final inspection, the Inspection Agency shall submit a statement that all items of designated work performed were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated Items on the list are ready for sampling, testing, or inspection, it shall be the responsibility of the contractor to give timely notice to the Inspection agency so that the required services may be perforated REINFORCING STEEL: Tensile & Bend, one set per heat per tons UNDERPINNING: _ — Inspection of Placement —` Temporary /Permanent Inspection of Welding _- _ Inspection of Steel Fabrication Epoxy Inspection of Reinforcing & Forrns MASONRY: Inspection of Concrete Placement __. Inspection of Tiebacks Prelim. Acceptance tests (Masonry Units, Wall Prisrns) Subsequent Tests (Mortar, Grout, SOIL NAILS: Field Wall Prisms) Inspection of Placement and Grouting _ Temporary Shoring Permanent Wall CONCRETE, SHOTCRETE, GROUT AND MORTAR: Con crete Shot Gr out Mortar STRUCTURAL STEEL: — — Aggregate tests for a . Suitab Sample & Test (List specific members below) m Shop Identification & Welding Inspection _ of aggreg '1 Designs — Shop Ultrasonic Inspection — e s Test Panel — — T -- — Shop Radiography Field Welding Inspection Batch Plant In spection Field Bolting Inspection _ Cement G Sample — —_ Field Ultrasonic Inspection _ Inspect Placin Field Radiography Compression Tests Metal Deck Welding Inspection C ast Specimens — _ Pla- up S FIREPROOFING: — shrink<I itars Inspection & Placement Yield Ch - -- Air Check — SOILS' PRECAST CONCRETE: -- D Unit We ight — Acceptance Tests Moisture-Density Determination Reinforcing Tests Field Density Inspection of Reinforcing Placement Tendon Tests - -. Drilled Piers Inspection of Tendon Placement Deep Foundation Inspection of Concrete Placement Inspection of Concrete Batching STRUCTURAL WOOD: —_ Inspection of Fabrication Inspection of Panel Attachment & Inserts Compression Tests Inspection of Truss Joint Fabrication __ Inspection of Stressing/Transfer Sample & Test Components Inspection of Glu Lam Fabrication PILING, CAISSONS, CAPS, TIES. SMOKE CONTROL: Inspection of Reinforcing Placement Inspection of Concrete Placement SPECIAL CASES: Inspection of Concrete Batching specify other tests, inspections or special instructions required. SPECIAL INSPECTION: — — Seismic Resistance Wind Requirements so pme 3 0P S Job Name: (J 5 F p aZr7- �n� T-AY5E :t' I2E� ► D EN t.� TO OF �K, ' Job Address: I I � 1Fo r T Permit No.: 1D • 03 SPECIAL INSPECTION AND TESTING AGREEMENT (To applicants of projects requiring Special Inspection or Testing per Section 1701 of the 1EC) The owner or his/her representative, on the advice of the design professional in responsible charge, shall complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests Scheduled to the Town of Vail for review and approval. Signatures are required on both pages; Photocopied or faxed signatures are acceptable. The owner and his /her general contractor, where applicable, shall also acknowledge the following conditions applicable to Special Inspection Testing: I. Contractor is responsible for proper notification to the Inspection or Testing agency for items listed.(Page 1) (IBC 1704) 2. Only the testing laboratory should lake samples and transport them to their laboratory. 3. Copies of all laboratory reports and inspections are to be sent directly to the Town of Vail by the Testing agency on a weekly basis. 4. Inspection agency to submit names and qualifications of on -site special inspectors to the Town of Vail for review and approval.( Page 2) 5. The special inspector is responsible to immediately notify the Town of Vail Building Official in writing of any concerns and/or problems encountered. 6. It is the responsibility of the contractor to review the Fown of Vail approved plans for additional inspection or testing requirements that may be noted A pre-construction conference at the job site is recommended to review special inspection procedures. 7. The special inspector shall use only the Town of Vail approved drawings. 8. All special inspection field reports must be left on site for review by the Town of Vail staff prior to required inspections or re- inspections. BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency shall submit a signed and sealed statement that all items requiring testing and inspection were fulfilled and reported. Those iternsi not tested ,and /car inspected shall be nr:ted in this statement: A copy of the statement shall be maintained at the job site for the Building Inspector's review prior to final inspection. Acknowledgement: Owner: Signature Print Name — — Special InspEart Date C[t Agency: <. Project Signa ur Arch /Eng: igna ure (3 c�.�tPAr�Y Contractor: Q 7 97 ri - ytZ t K.rn1 i s /� C Print Name Date " LE Print Name Date TZ22y L • 1 OnrA 10- ra • r Print Name -3- o v: Cot KYLE N!. ° WEBB * 18" �0 t�`,� D ARG�\� P„ y o f s Oct 06 10 08 :11a ITIS 3036747560 N.3 TOWK of vii " Job Name: Fs � - CA Kim ��1Q�NCb Job Address: Permit No.: J_� P 0 03 SPECIAL INSPECTION AND TESTING AGREEMENT (To applicants of projects requiring Special Inspection or Testing per Section 1701 of the IBC) The owner or hisfher tepresentalive, on the advice of ttro design professional in responsible charge, shall complete, seal, sign and submit a copy of the Special Irspuct�on Agreement Scheduled to the T of Vaii for review and approval. Structural Photocopied or faxed signatures are acceptable. Signatures are required :tnd on ructural 'rests both pages; The owner and his /her general contractor, where applicable, shall also acknowledge the followin conditions applicable to Special Inspection Testing: cl 1. Contractor Is responsible for proper notification to the Inspection or Testing agency for items Ilsted.(Page 1) (113C 1704) 2. Only the testing laboratory should take:samples and traitspolt then, to their laboratory. 3. Copies of all laboratory reports and inspections are to be sent directly to the'[ oven of Vail by the Testing agoncy on a weekly basis. 4. Inspection agency to submit names and qualifications of on -site special inbpectois to the Town of Va'l for review and approval.( page 2) 5_ The special inspector Is responsible to imrnndia!r:ly notify the Town of Vail Building Official in writing of any concerris and /or problems encountered. 6. It is the responsibility of the contractor to review the Town Of Vail approved plans for additional inspection or testing requirements that may be noted: A pre- construction conference at Iha job site is reconr'nended to rFvjetiv cpeciol inspection procedures. 7. The special inspector shall use only tiie Town of Vail approved drawings. 8. All special Inspection field reports must be left on site for review by the Town of Vail staff prior to required inspections or re- inspections. BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency steall submit a signed and sealed staterngn! that all items requiring testing and inspection were fulfilled and reported. Those iterns not tested and /or inspected shall be noted In this statement. A copy of the satement shall be ma(ntalnnd at the t job site for the Building Inspertnt's review prior to final Inspection Acknowiedgement: Owner; Signa u . � Print Afsme 1 � - - -- Special Insp 0 � Date Agency; �.� — �, � G oO si3naty c _ mil/ / y 5/ C1 /2 CL %�/ - l 0 Project ` Lt. A 5 fLt `'r 7 -a° Pnnt Name` — - Arch /Eng; pate na ure K Il�i�i�j - 7 f ,, QtG e3VILJ>MJ6 coMPANf' PnntName Dale Contractor: 13 re 1 �— �� L• QON — - c� ID- (0 Print Name �P c� KV! H. � - 3— WEBB D AR P, s ok Oct 06 10 08:11a ITIS 3036747560 P.2 f TOWNOFYAIL � SPECIAL INSPECTION AND TESTING SCHEDULE (113G 1104) Project Name: FD14MT Rom Tr4Plda iRpYIENCE Permit # 13 l p — p3 o Owner's Name: Testing Ins Petion , y �� 'nt Agenc �f — Testing Inspection SignaltfK !� J Print � mo Date Hereby certifies that the Testing /Inspection Agency named above has he engaged to perform structural tests and inspections during construction as checked below, to satisfy all applicable portions of the Building Code, Prior to final Inspection, the Inspection Agency shall submit a statement that all }terns o! designated work performed J e m r s a r) 114 li Any items checked but nut tested or Inspected will he noted and explained, Whenever any designated aim fh�r list ate ready for si :ta testing, or inspection, 11 shall be the responsibility of the contractor to give timely notice to the Inspection agency so that the required services may be performed. REINFORCING STEEL: Tensile & Bend, one set par host per- ---- tons Inspection of Placement Inspection of Welding Epoxy Reinforcing Tests Inspection of Reinforcing Placement Tendon Tests Inspection of Tendon Placement Inspection of Concrete Placement Inspeclion of Concrete Botching Inspeclion of Pantl Attachment & Inserts Compresslon'Vests Inspection of Slressing(Transfer PILING, CAISSONS, CAPS, TIES: Inspeclion of Reinforcing Placemunt Inspeclion of Concrete Placement _ -_. Inspeclion of Concrete Balchirg 3poclfy other Pests, inspections or speraollnsfructions required. UNDERPINNING: Temporery /Permane Inspection of Steel Fabrication Inspection of Reinforcing & Forms Inspection of Concrete Placement Inspection of Trobacks SOIL NAILS: Temporary Shoring Permanent Wall STRUCTURAL STEEL: 5amn :e & Test (t.fst specl6e members below) Shop identination & Welding Inspection S hop ll - wsonio Inspection Shop *Radiography Field Welding Inspection Field Boiling Inspection Field Ultrasonic Inspection Field Radiography MOM Dean 4'✓aldtr9 inspection FIREPKUUFING: _. -_ inspection & Placement SOILS: Acceptance Tests MOlstura_Densily Dolermin,tion Field Density Drilled Piers Deep Foundation STRUCTURAL WOOD: Inspeclion of Fabrication Inspection of T fuss Joint Fabrication Sample & Test Components Inspection of Gki Lam Fabrication SMOKE CONTROL: SPECIAL CASES: SPECIAL INSPECTION: Seismic Resistance Wind Requirements ME MASONRY: Prelim. Acceptance Tests (Masonry Unite, Wail Pdsms) Subsequent Tests (Morta(, Grout, Field Wall Prisms) Inspection of Placement and Grouting Revision Submittals: 1. "Field Set' of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. •rv&* /718 Permit #(s) information applies to: _S10 -0 .703 Project Street Address: _" 5 Fo a, -a rfZ0 A-0 (Number) (Street) (Suite #) Building /Complex Name: Contact Information: Company: BeCAC 3U(LD (t-cG Co MPAA& ( ) Revisions Response to Correction Letter _attached copy of correction letter ( ) Deferred Submittal () Other Description / List of Changes: PZ Po, , JJE TD PexA••- S >�EUa[. S�► JPEt771p� �0 �'t1 .fiy�e Company Address: _P 0 • 13 0) , - q O 3a Q Y �w Nei2 City: — V hi i L State: CO zip: 8165 Contact Name: p �� Contact Phone: 7 70 • q 76 • 53 6 E -Mail (� Y Cam, aEC�(3Ul Ll�S. C OM Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: Plumbing: Electrical: Mechanical: Total: Io • �9 Attention: . C9 "J G (Av 1 oAJ NoTe : Afv_ati k Ne iL Orr f Deus - T NJ' Et,7y�.- t N�o c��ni�c.or (use additional sheet if necessary) Date Received �IE CE. U�1IE OCT 2 0 2010 TOWN OF VAIL O1- Jan -10 TRANSMITTAL FORM Job Name: i T �.t�tt�` J ArQN .trr 1 - -- ( 1 r 6Frtcc MWN OF M ' Job Address: Permit No.: ),93 (j _ S PECIAL INSPECTION AND TESTING AGRFFMENT (To applicants of projects requiring Special Inspection or 'Costing per Section 1701 of the late) 1 he owner or his/her representative, on the adviet; of the design professional irr responsible charge, shalt complete, seat sign and submit a copy of he . Special Inspection Agreement and Structural Tests Scheduled to the "town of Vail for review and approval. Signatures are requireri on both pages, Photocopied or faxed signatures are acceplablrr. I he owner and hrs!lier general contractor, where applicable shall also acknowledge the foil f i g conditions apphcahle to Special Inspection Testing L Contractor is responsible for Proper rroti6c�ition to the Inspection or resting agency for items listed.(Page 1) 08C 1704) 2 Only the testing laboratory should lake samples and transport them to their laboratory 3 Copies of all laboratory reports and inspections are to be sent directly to the Town of Vail by the testing agency on a weekly basis. 4- Inspection agency to submit names and qualifications of on site specia! inspectors to the lawn of Vail for review and approval,( Page 2) �. The special inspector is responsible to irnrnediately nobly 1110 1ovn ut Vail bu,lding Off'ICial in wnln+g of any concerns and/or problems erimintered. r� It is the responsibil of the contract4r In review the tcwm of Vni) a rrovcJ )l +ric =i or test�nrl requcements that may Le nntnd A pre- crxnsUu;tK„r A onference Fr at lt job site is The special i d to review special inspection procedures 7. the special inspeclrx shall use only the I awn of Vail approved drawings R All special ins tio,is cx re inspectiuris. ► Held reports must rer)uired inspections be left on site for review by the I owa of Vail staff prior to BEf -OFtF OCCUPANCY WILL SE GRANTED. 'l lie speual inspection agency shall submit a signed and sealed statement that all ilerns requiring testing and inspecti xi viefp futfdted arxi reported Those ite, f; cqq of tilt, ns fit � Ipstid :3nc1k>r inspi:ciccljshall h nr in this :.tail urent slaterrtenl ;hall t>d ir fined i % th. Ic >h Situ fat llni f ;rriirluig lnsl:ector's r6vi0*%v4H u Io final inspection Acknowledgernentt .--� Print Nance - Owe Special Ir)specaorr Agency: Pro", t Print Nacre D ate +- e••`-' A in I�E_ .i U11_D /MCr 1i`rir+ • P�MNamrr Uals Contractor: {3 h(- _ —1 f7,r� ' • 1 - g}� riutl Nareoi _" � fi e � -' COL KYLE H. 3 -• WBBB D q F, Oct 06 10 08:11a TOM OP ft II ts 30367$ 75110 Y•3 Job Name: Job Address: R6'9Dcm e.; AID Permit No.. _g 1 9 -- Q 03 _ SPECIAL INSI'FCTION AND TESTING AGRFFMENT (To applicants of projects requiring Special Inspection or Testing per SPCtlon 1701 of the IBC) 'the uwns:r rH hislhct rtpr,�:,a,N t;,,, advic•- rl Ifr desicgo t >ruk�sylor►al h'r rusponsible char M cnrnptc44', seal sign and S'Cht?dulr?d to the ,ubrnil a catty u! the Sperial Ir•slr;K;t;ol, AgrL- „Te;it and SlraCt:►ra�'iesls l uvr : :rf /ea (u ; rrvie,+l and approve!. Signature , nrr required on Moth photoeopled or !'axed signatures are acceptable. pages; Thu owner and hisrher general contractor, There applicable, shall also acknowledge tile_ foCuvrinrJ conditions applicable to Epeeint Inspection Toslirrg: 1. CO " 14 1 cluf i responsible for proper notilicalion (Pag 1 (!sled (Nags ) (InC: 1704) to the Inspection or Testing agency for Items 2. Only the testing laborata 3, Co;ries n{ a?I! Ipb , eatery rrytwrt3 should nte! jki,p t)u , n s ane to be sent directly (barn to t +ICr( 17 bofttp} . agency or, a vreekiy basis. to the 1 o.Yn of Vail by ti:e r 4. Inspection agency to submit aanres ustiny and qua!if;r �lians of on•sitc s o Mr ruviH,ro And apfuovai.( page ?) pscial ens GROI:. d 5_ The s p� t ViaTotivn of V„ I pecial inmpealor Is re5pansilme to uinnndialcty notify the 1'crwn of Vail Huildiltg off,01 I in v:r, of .illy cu•tcern m IS ar,d,ur problems er�unlereo. 6 Il is the responsibill!y Of lhF contract( >• to re riew the Val' a ►rnspeclion or les!ing roqu� ements that n:ay be noted. i( rc cunt . ; rcvr d reco•m p ' l uc ,IJrl l ;untrarn t fo. s-}dr`onai nendAd !a rAVic'vr eFit+cial inspection procedures. 8t tha job silt is 7. The special inspector shall use only t All spe hr� I own of Vail approved drawings, ri. Gal Inspection field reports must be loft oil site for T review by the cnvr, of Vail staff prior to required inspections or re Inspecliorts. r dEFORL OCCUPANCY WI1 - i. BE GRANTCD: - 1 tie sl,ecral inspetais,n a: e �:r s W 4,,v d gttttNmenl that all Items requirir(1 tr.St ry r;nd J , • hall Submi( :� sfgnC.d :led t %titctl : trts,7acted shall be rx,it ci in this rtatr rnontu A l c r i r , of ` lul!rl!cd lot, site for the BulFj; ,�� rvlx,r(c if. Ti►use ' q Ins ,tmrtnl 'I y its Llutr shalt 1)9 matntal 11can° rot W 11-1 f to final insnr ration ned tit the /+cknMVlepBenlent: -►-�� i Owner, --- ----z Ana— p ;[vrial ins Jp�/,G ; rr1,r ►in.nn —_ _° / yoncy. Project ? c. A _t , .. > a G� 1 (�_ ✓/ C�1�' �L!/ . _ �' Z% O Arch/Fng: - rxuiwaks Date nfk le (3Ec:t� (35VlLAt ^jb CDM PRNY Print Name, Contractor. t3y _-T” .� Uale OAIfJ r"i-11 Name tt 0' CQ4p KYLE H. -3- IAl U A FZL r. t� i� r Terry Bond From: Chris Gunion [CGunion @vailgov.com] Sent: Tuesday, October 19, 2010 11:23 AM To: 'Terry Bond' Subject: RE: B10 -0303 Please have the owner, or authorized representative sign the forms. Also Trevor Knell will need to submit special inspection qualifications to Town of Vail to be an authorized special inspector. Thanks Here is a link to the special inspectors who have been qualified by Town of Vail http: / /www.vailgov.com /subpage.asp ?page id =1001 From: Terry Bond [mailto:terry@beckbuilds.com] Sent: Friday, October 15, 2010 6:35 PM To: Chris Gunion Cc: Stacey Goehring; Robyn Boylan; Matthew Hill Subject: RE: B10 -0303 Hi Chris, Thanks for the update. I actually did submit the special inspection forms to David last week on October 7th. Is it possible that they are at the desk but accidently didn't get logged in? I have attached them to this e -mail. Please let me know that you have received them. Terry r TLRRY BOND Gonstruction Manager I r, i H _ . , FOR Ceffr 3a YEARS BECK Nast Mice Bm 4UM Vail Waado Fi lfib8 l� FieldUllce9 /0- 4/6-536b (:eI1303-4/&//88 ` • •' • •' IcrrytPb uckbudds.can From: Chris Gunion [mailto:CGunion @vailgov.com] Sent: Friday, October 15, 2010 3:04 PM To: Terry Bond Subject: B10 -0303 Terry, I have complete review of your revised plans. The only outstanding item I have is the special inspection forms. These were not included in the information I received. Please fill out pages 3 &4 of the attached forms and turn them into our office, and I can sign -off on the permit for building department This permit also has not yet been approved by Bill Gibson with Planning Dept, or by Town of Vail Public Works. thanks Chris Gunion ICC Plans Examiner LEED AP Town of Vail Community Development Department 75 South Frontage Road West Vail, CO 81657 970.479.2369 cgunion(d)vaiIgov.com How are we doing? Please click the following link to complete the Community Development Survey: httP.-'I,Iwww.vallt7ov.com / channels /surveylshowSur id &dept id - 38 ALA M Please Join me in making a Difference, Think before you print'. Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Attention: () Revisions 3 3 3 r p u I �Ol�6 iDt ( }Response to Correction Letter i _attached copy of correction letter i ( ) Deferred Submittal (}Other Project Street Address: F D azz r l RO R-0 (Number) (Street) (Suite #) Building /Complex Name: Contact Information: Company: BeQc QUILD(^(G COMPAIQK Compa�ny F-0. B O)" q O 3o City: V *, L- State: CAD zip: B 1 6 58 Contact Name: — T - E izst ( !.3 nn o rJ Contact Phone: 7 p 70 • y 76 - 5.3 6 S E -Mail r6f2., a, QE�QUI LPS, CDC Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: Plumbing: Electrical: $ Mechanical: $ Total: $ Description / List of Changes: 3 0 P�A-7Y .. rpemnoew Aq W 46 / I C/GG - P " 1",J,/ -- v* 4 6+" , O M W l % t.L �fYq r4rr, a r yb �N (5 1 NaWA/Q . (use additional sheet if necessary) Date Received: ) • ;t .2 • (,( 77"e. FEB z s Zon TOWN Or VAIL 01- Jan -10 TRANSMITTAL FORM nJ H o G( T tech HEPWORTH- PAWLAK GEOTECHNICAL February 17, 2011 Frank Taplin 1505 Rising Glen Road Los Angeles, California 90069 Job No. 110 044A Subject: Observation of Temporary Cut Slope Uphill of New South Foundation Wall, Proposed Taplin Residence, 115 Forest Road, Vail, Colorado Dear Mr. Taplin: As requested by Terry Bond with Beck Building Company, we observed the temporary cut slope uphill of the new south foundation wall for the proposed residence at the project site on February 9 and 14, 2011. Our services were provided as a supplement to our Proposal for Geotechnical Services to you dated March 3, 2010, Proposal No. 034 -10. Comments regarding construction of the new south foundation wall have been previously provided in a summary report (Hepworth - Pawlak Geotechnical, 2010), also under Job No. 110 044A. Discussion: At the time of our February 9` site visit, a level bench was being excavated for the new south foundation wall, downhill of the existing retaining wall in the south part of the project site. The bench was within about 1 foot of design grade (bottom of pile cap elevation) from about the west end of the existing retaining wall to the west end of the new south foundation wall. The excavation was progressing from west to east. The soils exposed along the cut face generally consisted of clayey sand with gravel, cobbles and small boulders. A shallow layer of fill was observed above the natural soils in the west end. The toe of the temporary cut slope measured about 3 feet from the front face of the existing retaining wall footing at the closest point. On February 14' we observed the completed excavation. The temporary cut slope uphill of the bench ranged in height from about 3 to 9 feet below the existing ground surface. The bottom of the excavation was about 4 feet lower in elevation than the bottom of the existing retaining wall footing. Welded wire fabric was installed on the cut face and sprayed with shotcrete. The shotcrete thickness ranged between about 2 to 6 inches. Construction of the temporary shoring wall, consisting of steel beams and timber lagging, was being performed at the east end of the proposed foundation wall. No water seepage or signs of slope instability (slumping or bulging) was observed at the time of our site visit. A representative of Hepworth- Pawlak Geotechnical, Inc. will be monitoring the micropile installation. Frank Taplin February 17, 2011 Page 2 Conclusions and Recommendations: Based on our observations, the soil conditions exposed along the cut face appear consistent with those previously encountered at the project site and the risk of slope instability appears to be low, as discussed in our previous summary report (Hepworth - Pawlak Geotechnical, 2010). The shotcrete facing will prevent raveling of the cut face soils; however, it may not adequately resist lateral earth loads generated to a certain depth below the existing footing. Construction and backfilling of the new south foundation wall should be performed in a timely manner to reduce the risk of potential slope instability. Spring runoff conditions and ground thaw will increase the risk for slope instability. The existing retaining wall foundation should be monitored by level survey during construction for both horizontal and vertical movements. Other recommendations presented in our previous report, which are applicable, should also be followed. If you have any questions or need additional information please call our office Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. °•REG'sr� Trevor L. Knell, P.E. ~ 32469 P Rev. by: SLP 4� gp 44 0 , •...••����� TLK/jsm OAIAI Attachment Construction Activity Report, 2/14/11 cc: Beck Building Company — Attn: Terry Bond (terms lds.com Buzz Taplin ( buzztaplinCecomcast.net ) REFERENCE Hepworth - Pawlak Geotechnical, Inc., 2010. Comments Regarding New South Foundation Wall, Proposed Taplin Residence, 115 Forest Road, Vail, Colorado. Dated December 9, 2010, Job No. 110 044A. Job No. 110 044A Mech H 5020 County Road 154 Glenwood Springs, CO 81601 C-1 of tec Phone: 970 - 945 -7988 HEPWORTH- PAWLAK GEOTECHNICAL Fax: 970 - 945 -8454 hpgeo @hpgeotech.com CONSTRUCTION ACTIVITY REPORT Client: Frank Taplin Job No.: 110 044A Day: Monday 1505 Rising Glen Road Date: 02 -14 -2011 West Hollywood, California 90069 Page: 1 of 1 Project: Taplin Residence, 115 Forest Road, Vail, Colorado Weather: Clear, light breeze, dry Temperature: 45 °F at 3:00 pm Contractor's Construction Activities: B & Y Drilling was constructing welded wire fabric (WWF) and applying shotcrete to the temporary cut slope located below the existing retaining wall at the south side of the site (adjacent to Forest Road). The temporary cut slope was approximately 61 lineal feet and about 3 to 9 feet in height. 44 -10 -10 welded wire fabric was installed on the cut slope face with 8 to 12 inches of overlap. Drain strips were installed along the base of the slope in the area below the road wall. The drain strips were 1 foot wide and extended up the slope from the base 2 to 3 feet. Horizontal spacing of the drain strips was about 9 to 10 feet. The shotcrete consisted of 8.5 sack shotcrete, product code 38512686. Ground Breakers, Inc. was constructing a temporary shoring wall near the access ramp located at the southeast corner of the project site. The temporary shoring wall will consist of vertical steel (- beams with horizontal 4x4 timbers lagging between the beams. The soil behind the wall will be re- worked to provide a stable platform for the concrete pump truck's out - rigger. The temporary shoring wall will be removed prior to exterior foundation backfill and final site grading. Equipment in Use: Concrete Pump Truck and Track -hoe HP Geotech's Site Activities: While on -site we observed the following: • No visible movement or distress of the temporary cut slope or water seepage was observed. The slope appeared to be frozen and stable at the time of our site visit. • Construction of the shotcrete wall as described above. • Placement of shotcrete to cut slope face. Total coverage with shotcrete was observed on the cut face; however, there were some void spaces between the cut slope and WWF. Applied shotcrete was estimated to be 2 to 6 inches in thickness. Two passes of shotcrete spraying was observed at the time of our site visit. Verbal Communication: Spoke with Terry Bond with Beck Building Company with regards to void space between WWF and cut slope face. He informed us that as long as everything was sprayed (i.e. WWF or soil), then there was no concern about the voids. Distribution: Beck Building Company - Attn: Terry Bond (terry @beckbuilds.com) Robert E. Stem Field Technician IN Yeh and Associates, Inc. Consulting Engineers & Scientists February 23, 2011 Mr. Shaun Brainard B &Y Drilling, Inc. P.O. Box 1878 Rifle, Colorado 81650 Project No. 210 -158A Subject: Review of Micropile Foundation Load Testing, Taplin Residence, 115 Forest Road in Vail, Colorado Dear Mr. Brainard, Yeh and Associates conducted micropile load testing on February 22, 2011 at 115 Forest Road in Vail, Colorado. We conducted one micropile verification test on a sacrificial pile to verify assumed soil strength parameters. The test was performed in tension, which we believe is more conservative than a compression test. Therefore, the measured deflection would typically be more than if the micropile were tested in compression. The verification test was loaded to 2.0 times the design load (88,000 pounds). The total measured deflection was 0.5 inches at the design load. The test was conducted in general conformance with FHWA guidelines and the test results are attached. We believe test results indicated movements would be within acceptable design limits when loaded in compression (see attached). Based on our test data, it appears the micropiles installed by B &Y Drilling, Inc. were in general conformance with plans provided by Yeh and Associates, Inc., dated November 2, 2010 and revised December 13, 2010. Yeh and Associates did not verify micropile locations. Survey and micropile layout was assumed to be the responsibility of others. If you have questions or need additional information, please call us at 970 - 384 -1500. Sincerely, YEH AND ASSOCIATES, INC. Richard D. Johnson, P.E. Senior Geotechnical Engineer D EcEoMIF FLii 2 Y 2011 TOWN OF VAIL 5700 East Evans Avenue, Denver, CO 80222 170 Mel Ray Road, Glenwood Springs. CO 81601 570 Turner Drive. Suite D, Durango, CO 81303 Micropile Verification Test Micropile Designation: Sacrificial Job Number: 210 -158A Testers: KA 5204 Date: 2/22/2011 70400 Load Hold Time Applied 6273 1.370 Load AL( 05 DL) 2.5 min 4500 7164 0.15DL 2.5 min 6600 1.401 0.30DL 2.5 min 13200 1 0.45DL 2.5 min 19800 1 AL(.05 DL) 1 min 4500 0.15DL 2.5 min 6600 0.45DL 2.5 min 19800 1 0.60DL 2.5 min 26400 0.75DL 2.5 min 33000 0.90DL 2.5 min 39600 1.00DL 2.5 min 44000 AL( 05 DL) 1 min 4500 0.15DL 1 min 6600 1.00DL 1 min 44000 3 1.15DL 2.5 min 50600 4 1.30DL 1 min* 57200 4 2 min* 3 min* 4 min* 5 min* 6 min* 10 min* 20 min 30 min 40 min 50 min 60 min 1.45DL 2.5 min 63800 5 AL 1 min 4500 Design Load: 44 kips Bond Length: 39.5 feet Stress Length: 2.8 feet Bar Size: No. 10 PSI Dial1 (Initial) Total Movement) 400 0.000 571 0.015 105 0.119 640 0.187 400 571 0.153 640 0.235 2174 0.321 2709 0.360 3244 0.484 3600 0.540 400 0.15DL 1 min 1 A51DL 1 min 1.60DL 1 min 1.75DL 2.5 min 1.90DL 2.5 min 2.00DL 10 min 1.50DL 5 min 1.00DL 5 min 0.50DL 5 min AL 5 min 6600 571 0.635 63800 5204 1.088 70400 5738 1.236 77000 6273 1.370 83600 6808 1.383 88000 7164 1.403 66000 5382 1.401 44000 3600 1.269 22000 1818 1.066 4500 400 Dial1 (End) Calculated (Residual Movement) (Elastic Movement) 0.035 0.32 0.211 0.447 r 0 m sZ is Movement (inches) 0 0 6 6 CD 0 0 CD CD -+ O Oo m A N O N A O Oo 6 1 1 1 I 1 1 I I 1 1 I 1 I 1 1 I I 1 1 I 1 1 I I 1 1 I 1 1 I 1 1 I I 1 1 1 1 I 1 1 1 1 1 1 p 1 1 1 1 1 I 1 1 p 1 I 1 I ry 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 I 1 1 I 1 1 1 1 I 1 1 I I 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 I I 1 1 I I 1 1 I I 1 I 1 1 I 1 1 I 1 1 1 1 I 1 1 I 1 1 I 1 1 I I 1 1 I I I 1 I 1 1 1 I 1 1 1 I 1 1 i i i i A I p r ______1______1__ ___ }__p 1 1 p 1 I O 1 1 1 I 1 I 1 1 1 I 1 I 1 I 1 1 1 I 1 1 1 I 1 1 I I I 1 1 I 1 I 1 1 ' I I 1 1 � I I � 1 1 I 1 1 I I C I I I N fD I I 1 d d 1 N N 1 I 1 i Ma a m 1 I 1 N pl I N 1 I 1 C n i 1 0 1 1 ! 0 O 1 1 1 0 ' M 1 ( (<D 3 1 1 1 1 I 1 -- I I 1 1 1 1 I I 1 1 I 1 i - 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 I I I 1 1 1 I 1 1 1 1 1 1 I 1 1 1 I I 1 i I 1 1 I I I 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 1 I 1 I 1 1 1 1 I 1 I 1 1 1 1 1 I 1 1 1 I 1 I 1 I 1 1 1 I 1 i I 1 1 I I 1 1 1 1 1 1 1 i 1 I 1 1 1 1 1 I I 1 I 1 1 1 1 1 1 I I I 1 I I 1 1 I I I 1 1 Ln -- - - - - -' f - - - - -- 4 1 - - - - -- p -- - - - - -1 I 1 I - - - -- 1 I 1 1 I 1- 1 r -- o- E ------------ r------r------ 1 1 I I I 1 p 1 1 I 1 i i i i i i i i i i i i i i i i 1 I I I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I I 1 1 1 I 1 1 1 I 1 1 I I I 1 1 I 1 1 I 1 � 1 p ----- - - 1 1 1 I 1 1 p 1 1 1 1 p 1 1 1 1 1 1 I 1 I 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 I 1 I I I 1 1 I 1 1 1 1 I 1 1 1 1 1 1 I I I � I I 1 1 0 1 I p o 1 I 1 I I 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 I I 1 I 1 1 1 I 1 1 1 I 1 1 I 1 CO 1 I 1 1 p 1 p i O 1 I 1 1 1 I 1 1 1 I 1 1 1 1 I I 1 I I 1 1 I 1 I I I 1 1 1 I I 1 1 I 1 I 1 I I CO Cn - n W v T i� 0 M :3 En N (n r Q m r (D (D II (D ZT II II II 0 w ao o Cn (D .� ('D Z C 6 (D (D cn :v c C ti v 7 1 1 1 1 1 1 1 I 1 I 1 I -- - - - 1 1 I 1 L ----- _------- _L ______a__ 1 1 1 1 1 1 1 i I 1 1 f 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 A 1 1 I I 1 1 I I I 1 I 1 1 1 1 1 1 I i 1 1 I 1 1 CO Cn - n W v T i� 0 M :3 En N (n r Q m r (D (D II (D ZT II II II 0 w ao o Cn (D .� ('D Z C 6 (D (D cn :v c C ti v 7 00 � o 0 p 0 a r oNCD m �80< CD Cn ;u D TI Cn D -� v O Z M Cn (D � (D --j N (D N � N (/� N p O V A ID O - ' A O W O O O ((n A A O O C (D Co rn A A_ r CO w A 0 6O 0 00 000Cn °0 m 0 0 0 0 a 0 0 0 0 0 0 0 G A CO Cn x p �' (D O N .P OD 3 w O O �I (D 7 6666 D N cornw -0 F Cn N N Cn 0 O O (D N 0 0 0 0 M P ia o v A o w - O Cn n' r 0 Iv S? O O O O O O O_ O_ 0 N -� _� O (D Cn N ( CD 00 � o 0 p 0 a r oNCD m �80< CD Cn ;u D TI Cn D -� v O Z M Cn (D � (D --j N (D N � N (/� N p O Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Attention: h I D- 0 3 C 7r f Project Street Address: (Number) (Street) (Suite #) Building /Complex Name: Contact Information: Company: %tom. Company Address: P P" i?K '9?1r Description / List of Changes: City. V *-% L. State: r. ^ Zip: tf o, 6,5 Contact Name: ~ I f t4 6Q r .0 Contact Phone: (pS Revised ADDITIONAL Valuations ( 1 abor & Materials) (DO NOT include original valuation) Building: Plumbing: 1 Electrical: Mechanical: Total: �iv, -r's2 I ( (use additional sheet if necessary) Date Received: _ i (' Revisions Response to k,orrection Letter _atttaacined copy of correction iett:er (�ferred Submittal Other 5fECIPL tA)S'PECTro^) C C IE WN C JUL 11 2Ji1 TOWN OF VAIL TRANSMITTAL m ORM Hf* G< ech HEPWORTH- PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970- 945 -7988 Fax: 970- 945 -8454 h eo(a hpgeotech.com REINFORCEMENT STEEL INSPECTION REPORT Client: Frank Taplin Job No.: 110 044A Day: Monday 1505 Rising Glen Road Date: 4/18/11 Los Angeles, California 90069 Page: 1 of 1 Project: Taplin Residence, 115 Forest Road, Vail, Colorado Area of Inspection: Grid Line 8, H (Corner), 2" of Styrofoam board had been placed on footing (H Line Wall). Corner bars had been cut. No bars continuous through corner as per revised structural plans. Reference Documents Delta 4 Structural Plans revision, Sheet S101, dated 4/18/11. Used: Inspection Notes. Inspection Status: ❑ Preliminary ® Concrete reinforcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: Verbal Terry with Beck was'informed of our inspection. Communication: Distribution: Beck Building Company - Attn: Terry Bond (terryAbeck bull ds. com) Buzz Taplin ( buzztaplin ftomcast.net Frank Taplin (franktaplin(a-)gmail.com) JUL 11 2011 James Parker, PG, EIT Trevor L. Knell, P.E. Field Technician Reviewed By TOWN OF VAIL Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: B -J� -07 Attention: . B D V- D oo r. Project Street Address: 115_ Fa ar 1 14" (Number) (Street) (Suite #) Building /Complex Name: Contact Information: Company: Beu<_ BUIL D1 AtG C0M ,+ti1Y Compa�ny F- BOK LJ 0 3a V City: M L State: .o 8 C zip: I6S8 Contact Name: — J ' E: R rtX 1 o ti z p Contact Phone: 7 70 7 (o - 5.3 C, E -Mail - rC-/2.12 Y e, 13E C_0 Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: Plumbing: Electrical: Mechanical: Total: $ ( ) Revisions ( )Response to Correction Letter _attached copy of correction fetter ( ) Deferred Submittal () Other Description / List of Changes: �vNO�no� cL*a- t— d4 + ri JPCT77a,-' (use additional sheet if necessary) Date Received: JUL 112011 TOWN OF VAIL O1- Jan -10 TRANSMITTAL FORM Cwvi ' of * tech HEPWORTH- PAWLAK GEOTECHNICAL June 21, 2011 } -f. l— ,,,'IIII- P:m! „I (. :,,!Ik !,ni �O''Vt lmini.. R11.111 I54 i' i nur� , -1 .I •ring:, l.cd,w:0o NIN)I F.I',: V7i 4. 4i4 email: Frank Taphn 1505 Rising Glen Road Los Angeles, California 90069 Job No. 110 044A Subject: Observation of Excavation, Hot Tub Area, Proposed Taplin Residence, 115 Forest Road, Vail, Colorado Dear Mr. Taplin: As requested by Beck Building Company, a representative of Hepworth- Pawlak Geotechnical, Inc. observed the excavation at the subject site on June 10 and 17, 2011 for subdrain construction and soft wet soil conditions. The findings of our observations and recommendations for the hot tub slab support are presented in this report. We previously provided recommendations for design of foundations at the site in a report dated September 24, 2010, Job No. 110 044A. At the time of our visit to the site on June 10` the perimeter subdrain excavation was in progress to reverse flow beginning at the northwest corner of the hot tub to flow east into the sump pit. The drain was 4 -inch diameter perforated PVC pipe next to the hot tub area and solid 6 -inch diameter PVC pipe to the sump pit. The lateral subdrains proposed in the hot tub area had not been installed. When observed on June 17` the hot tub area was covered with wet and soft clayey material that had apparently washed in with surface runoff. The subgrade was probed by hand with a steel rod that penetrated between 6 to 18 inches below the current grade. Clear groundwater seepage was observed flowing into the hot tub from below the adjacent uphill footing. The subdrain construction observed on June 10 appeared to be in conformance with our recommendations to collect and direct groundwater flows to suitable gravity outlet. The soft wet material observed on June 17 needs to be removed down to suitable bearing soils. Based on our June 10` observations, the existing footings should not be undermined by removing the soft wet material but we should monitor the excavation for verification. The slab area can then be backfilled with coarse granular material such as "single pass” aggregate and compacted. The interior lateral drains should first be reestablished as Frank Taplin June 21, 2011 Page 2 needed. A subdrain needs to be constructed against the uphill footing to control groundwater seepage into the hot tub excavation. We will be available for further excavation observation when requested. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLAK GE CHNICAL, INC. Steven L. Pawlak, P. 16222 , SLP/ksw J'lq :ONAt QapO cc: Beck Building Company — Robyn Boylan (rob n a,beckbuilds.com Beck Building Company — Terry Bond ( tegy@beckbuilds.com ) Buzz Taplin ( buzztaplcomcast net Job No. l IU O44A GeOt ech G4 o HEPWORTH- PAWLAK GEOTECHNICAL CONSTRUCTION ACTIVITY REPORT Client: Frank Taplin Job No.: 110 044A 1505 Rising Glen Road Los Angeles, California 90069 Project: Taplin Residence, 115 Forest Road, Vail, Colorado Weather: Sunny, calm, dry Contractor's Construction Activities: 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970- 945 -7988 Fax: 970 - 945 -8454 hpgeo@hpgeotech.com Day: Friday Date: 06/03/11 Page: 1 of 2 Temperature: 70 °F at 12:00 pm B&Y Drilling installed 4 micropiles. Piles #15 through #18 were drilled, installed and grouted on this date. Equipment in Use: Grout Plant, Air Compressor and HCR 900 ES 20 Air Track Rig HP Geotech's Site Activities: Observed installation of Piles #15 through #18 and test pile. Piles consisted of two, 20 -foot sections of epoxy coated #10 all- thread solid bars connected with a coupler. Plastic centralizers and a grout tremie tube were attached to the bar with duct tape. Pile #15 was drilled to a depth of 30 feet at the time of our site arrival. The contractor informed us that Pile #15 encountered bedrock between a depth of 15 to 17 feet below adjacent finished grade. Groundwater was encountered during drilling. Piles were suspended up off the bottom of the borehole using wire and cross support member over the borehole in order to provide proper embedment of the pile reinforcement in the pile cap. Observed grout placement at Piles #15 to #18. The grout consisted of type UII Portland cement mixed in general accordance with plan specifications. The bedrock penetration depth and total depths of Piles #15 to #18 were in general accordance with plan specifications and requirements, and are summarized on Page 2 of 2. Verbal Communication: Informed Terry Bond with Beck Building Company that drilling had been completed and in general accordance with plan specifications and requirements. distribution: Beck Building Company -Attn: Terry Bond (terryCcDbeckbuilds.com Buzz Taplin (buzztaplin(&comcast.net Frank Taplin (franktaplinftmail.com Field Technician Reviewed By Robert Stempihar, E.I. Steven L. Pawlak, P.E. /ksw WE#* HEPWORTH - PAWLAK GEOTECHNICAL G H ted I MICROPILE OBSERVATION REPORT Client: Frank Taplin Job No.: 110 044A Day: Friday 1505 Rising Glen Road Date: 06103/11 Los Angeles, California 90069 Page: 2 of 2 Project: Taplin Residence, 115 Forest Road, Vail, Colorado Pile Contractor: Brainard & Yenter (B &Y) Drilling Pier Manufacturer: Williams - GR75 ATB #10 & Blasting Equipment: Grout Plant, Air Compressor and Pile Type: Epoxy Coated #10 All- Thread Furukawa HCR 900 ES 20 Air Track Rig Solid Bar (20' Sections) Weather Conditions: Sunny, Calm and Dry Temperature: 70 °F Pile No. Batter/ Dir. Ground Elev. ft Overburden Depth ft. Penetration Depth ft. Total Hole Depth ft. Notes 15 16 17 18 Vertical 8,230 15 -17 22 -25 39-40 Pile #15 NOT OBSERVED by H -P Geotech. Contractor drilled Pile #15 to a depth of 30 feet prior to our arrival . Total overburden depth was provided by B &Y Drilling, Inc. Water was encountered in the observed Pile holes. 25° North 8,230 18 -20 19 -22 39-40 Vertical 8,230 15 -17 22 -25 39-40 25° North 8,230 19 -21 18 -21 39-40 Notes: Ground elevation of 8,230 ft. was provided by Terry Bond with Beck Building Company. Information was found on the updated conformed set of drawings dated 02102/11, provided by REI Structural. distribution: Beck Building Company — Attn: Terry Bond (terry(a)beckbuilds.com ) Buzz Taplin (buzztaplinpcomcast.net Frank Taplin (franktaplin(ftmail.com Robert Stempihar, E.I. St even L. Pawlak, P.E. Field Technician Reviewed By /ksw G499tech HEPWORTH- PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970 - 945 -7988 Fax: 970 - 945 -8454 hpgeo(d)hpgeotech.com REINFORCEMENT STEEL INSPECTION REPORT Client: Frank Taplin Job No.: 110 044A Day: 1505 Rising Glen Road Date: Los Angeles, California 90069 Page Project: Taplin Residence, 115 Forest Road, Vail, Colorado Area of Inspection: Wall segment H -8 to bridge over micropile cap Reference Documents H -S- 501 Used: Inspection Status: ❑ Preliminary Wednesday 06 -22 -11 1 of 1 ® Concrete reinforcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: Verbal Communication: Distribution: Beck Building Company — Attn: Terry Bond (terry(d,)beckbuilds.com ) Buzz Taplin (buzztapl i nPcom cast. net Frank Taplin (franktaplin(agmail.com Joe Benedict Steven L. Pawlak, P.E. Field Technician Reviewed By /ksw Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Attention: ( ) Revisions ( ) Response to Correction Letter Q 0 3 03 A B �L� • �G _attached copy of correction letter () Deferred Submittal () Other Project Street Address: (Number) (Street) (Suite #) Building /Complex Name: Description / List of Changes: A AA A JAM Contact Information: ' Company: Be (-'A<- 13UtQDcKG CoMPAA& • ����R'G•?Lc T' �a?'�T. Company Address: P• Q�X L( 3a 1 4L ZNJ"OS=,Z7 d ECd R-C r City: V A'1 L State: (?165 C '> zip: Contact Name: -E RAX 30 rJD Contact Phone- 4 7 0 • 4 7 6 • .5�3 6 s' E- Mail , rc-024Y (P, 13 ety_0U! L1 , >S', CoM Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) • 1 C M&AVy Sha ti N G (,.f•�OTcR L 040 .S'ou, w o-F GAo CriN� 8. • 141 C A0 P T0.rr -n'oa -J 01 st-Av alW A) X • ,u,rDCW A) © &L +6-xcA VAT86 A&C G+�c ff. Building: $ a (use additional sheet if necessary) Plumbing: $ "` Date Received: Electrical: Mechanical: �� $ Total: $ MAR 3 0 2011 S TOWN OF VAIL 01 -Jan-10 TRANSMITTAL FORM REI STRUCTURAL �0 --03 MEMORANDUM March 25. 2011 TO: Terry Bond FROM: Bob Redwine SUBJECT: Grid line H foundations Per your as -built excavation plan dated 3/1/2011, it is my understanding that loose soil was encountered at the footing located near gridlines H and 8. Your drawing indicates that the footing along grid line H will need to bear at elevation 8219, which is approximately 12 feet below bottom of footing along grid line 8, which is the micropile supported retaining wall. This condition will result in potential differential movement at the intersection of the wall on grid H with the retaining wall along grid H, so I recommend that you do the following: 1 Place the footing on line H on soils approved by the geotechnical engineer. 2. Install a 2" void at the bottom of the line H wall at the line 8 retaining wall footing. 3. Do not dowel the line H wall to the line 8 retaining wall or it's footing. These steps will allow the two walls to act independently without becoming distressed. cc: Stacey Goehring D MAR 3 0 2 011 FEJ REI STRUCTURAL MEMORANDUM March 25. 2011 TO: Terry Bond FROM: Bob Redwine SUBJECT: Grid line H foundations Per your as -built excavation plan dated 3/1/2011, it is my understanding that loose soil was encountered at the footing located near gridlines H and 8. Your drawing indicates that the footing along grid line H will need to bear at elevation 8219, which is approximately 12 feet below bottom of footing along grid line 8, which is the micropile supported retaining wall. This condition will result in potential differential movement at the intersection of the wall on grid H with the retaining wall along grid H, so I recommend that you do the following- 1 r Place the footing on line H on soils approved by the geotechnical engineer. 2. Install a 2" void at the bottom of the line H wall at the line 8 retaining wall footing. 3. Do not dowel the line H wall to the line 8 retaining wall or it's footing. These steps will allow the two walls to act independently without becoming distressed. cc: Stacey Goehring 'v 3 o J 5020 County Road 154 Glenwood Springs, CO 81601 of * testh 970-945-8454 Phone: 970 - 945 -7988 HEPWORTH- PAWLAK GEOTECHNICAL Fax: hpgeo@hp @hpgeotec otech.com CONSTRUCTION ACTIVITY REPORT Client: Frank Taplin Job No.: 110 044A Day: Monday 1505 Rising Glen Road Date: 02 -14 -2011 West Hollywood, California 90069 Page: 1 of 1 Project: Taplin Residence, 115 Forest Road, Vail, Colorado Weather: Clear, light breeze, dry Temperature: 45 °F at 3:00 pm Contractor's Construction Activities: B & Y Drilling was constructing welded wire fabric (WWF) and applying shotcrete to the temporary cut slope located below the existing retaining wall at the south side of the site (adjacent to Forest Road). The temporary cut slope was approximately 61 lineal feet and about 3 to 9 feet in height. 4410 -10 welded wire fabric was installed on the cut slope face with 8 to 12 inches of overlap. Drain strips were installed along the base of the slope in the area below the road wall. The drain strips were 1 foot wide and extended up the slope from the base 2 to 3 feet. Horizontal spacing of the drain strips was about 9 to 10 feet. The shotcrete consisted of 8.5 sack shotcrete, product code 38512686. Ground Breakers, Inc. was constructing a temporary shoring wall near the access ramp located at the southeast corner of the project site. The temporary shoring wall will consist of vertical steel (- beams with horizontal 4x4 timbers lagging between the beams. The soil behind the wall will be re- worked to provide a stable platform for the concrete pump truck's out - rigger. The temporary shoring wall will be removed prior to exterior foundation backfill and final site grading. Equipment in Use: Concrete Pump Truck and Track -hoe HP Geotech's Site Activities: While on -site we observed the following: • No visible movement or distress of the temporary cut slope or water seepage was observed. The slope appeared to be frozen and stable at the time of our site visit. • Construction of the shotcrete wall as described above. • Placement of shotcrete to cut slope face. Total coverage with shotcrete was observed on the cut face; however, there were some void spaces between the cut slope and WWF. Applied shotcrete was estimated to be 2 to 6 inches in thickness. Two passes of shotcrete spraying was observed at the time of our site visit. Verbal Communication: Spoke with Terry Bond with Beck Building Company with regards to void space between WWF and cut slope face. He informed us that as long as everything was sprayed (i.e. WWF or soil), then there was no concern about the voids. Distribution: Beck Building Company — Attn: Terry Bond (terry@beckbuilds.com) � [Ec��oM� D MAR 3 0 2011 IV G`F VgIL Robert E. Stempiha Field Technician tech I i FPV�X)+'�TH - PAWL A K 1-4 1 February 17, 2011 Frank Taplin 1505 Rising Glen Road Los Angeles, California 90069 MAR 3 0 2011 TO WN OF VAIL Job No. 110 044A Subject: Observation of Temporary Cut Slope Uphill of New South Foundation Wall, Proposed Taplin Residence, 115 Forest Road, Vail, Colorado Dear Mr. Taplin: As requested by Terry Bond with Beck Building Company, we observed the temporary cut slope uphill of the new south foundation wall for the proposed residence at the project site on February 9 and 14, 2011. Our services were provided as a supplement to our Proposal, for Geotechnical Services to you dated March 3, 2010, Proposal No. 034 -10. Comments regarding construction of the new south foundation wall have been previously provided in a summary report (Hepworth - Pawlak Geotechnical, 2010), also under Job No. 110 044A. Discussion: At the time of our February 91h site visit, a level bench was being excavated for the new south foundation wall, downhill of the existing retaining wall in the south part of the project site. The bench was within about 1 foot of design grade (bottom of pile cap elevation) from about the west end of the existing retaining wall to the west end of the new south foundation wall. The excavation was progressing from west to east. The soils exposed along the cut face generally consisted of clayey sand with gravel, cobbles and small boulders. A shallow layer of fill was observed above the natural soils in the west end. The toe of the temporary cut slope measured about 3 feet from the front face of the existing retaining wall footing at the closest point. On February 14` we observed the completed excavation. The temporary cut slope uphill of the bench ranged in height from about 3 to 9 feet below the existing ground surface. The bottom of the excavation was about 4 feet lower in elevation than the bottom of the existing retaining wall footing. Welded wire fabric was installed on the cut face and sprayed with shoterete. The shotcrete thickness ranged between about 2 to 6 inches. Construction of the temporary shoring wall, consisting of steel beams and timber lagging, was being performed at the east end of the proposed foundation wall. No water seepage or signs of slope instability (slumping or bulging) was observed at the time of our site visit. A representative of Hepworth - Pawlak Geotechnical, Inc. will be monitoring the micropile installation. Frank Taplin February 17, 2011 Page 2 Conclusions and Recommendations: Based on our observations, the soil conditions exposed along the cut face appear consistent with those previously encountered at the project site and the risk of slope instability appears to be low, as discussed in our previous summary report (Hepworth - Pawlak Geotechnical, 2010). The shotcrete facing will prevent raveling of the cut face soils; however, it may not adequately resist lateral earth loads generated to a certain depth below the existing footing. Construction and backfilling of the new south foundation wall should be performed in a timely manner to reduce the risk of potential slope instability. Spring runoff conditions and ground thaw will increase the risk for slope instability. The existing retaining wall foundation should be monitored by level survey during construction for both horizontal and vertical movements. Other recommendations presented in our previous report, which are applicable, should also be followed. If you have any questions or need additional information please call our office Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Attachment Construction Activity Report, 2/14/11 cc: Beck Building Company - Attn: Terry Bond (tegy w.beckbu lds.com Buzz Taplin (buzzt4flin � lcomcast.nct REFERENCE Hepworth- Pawlak Geotechnical, Inc., 2010. Comments Regarding New South Foundation Wall, Proposed Taplin Residence, 115 Forest Road, Vail, Colorado. Dated December 9, 2010, Job No. 110 044A. Job No. 110 044A C. 4E teCh 0 REGt�,� Trevor L. Knell, P.E. i Cr F• - ~' ! C J l8 - (� Rev. by: SLP Y 'p ...� �%HA%L TLK/jsm Attachment Construction Activity Report, 2/14/11 cc: Beck Building Company - Attn: Terry Bond (tegy w.beckbu lds.com Buzz Taplin (buzzt4flin � lcomcast.nct REFERENCE Hepworth- Pawlak Geotechnical, Inc., 2010. Comments Regarding New South Foundation Wall, Proposed Taplin Residence, 115 Forest Road, Vail, Colorado. Dated December 9, 2010, Job No. 110 044A. Job No. 110 044A C. 4E teCh 5020 county Road 154 Ttec Glenwood Springs, CO 81601 Phone: 970-945-7988 h HEPWORTH Fax: 970-945.8454 hRM2@hpqeotech.com REINFORCEMENT STEEL INSPECTION REPORT Client: Frank Taplin Job No.: 110 044A Day, 1605 Rising Glen Road Los Angeles, California 90069 Date: :�V;zy Page: I of I Project: Taplin Residence, 116 Forest Road, Vail, Colorado Area of Inspection: "7 I-o F Reference Documents Used: Structural drawings, dated 11-10-10, Sheets S101 an detail page Inspection Status. Preliminary [,Final Concrete reinforcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: Verbal Communication: Distribution: Beck Building Company — Attn: Terry Bond (terry@beckbuilds.com) Fi9ld Technician Reviewed By At t4 [E C [E �D MAR 3 0 2011 TOWN OF VAIL. H 5020 County Road 154 Glenwood Springs, CO 81601 ,y Phone: 970- 945-7988 HEPWORTH- PAWLAK GEOTECHNICAL Fax: 970- 945 -8454 hoaeo ®ho igatech com REINFORCEMENT STEEL INSPECTION REPORT Client: Frank Taplin 1505 Rising Glen Road Los Angeles, California 90069 Job No.: 110 044A Day: Thursday Date: 3/17/2011 Page: 1 of 1 Project: Taplin Residence, 115 Forest Road, Vail, Colorado Area of Inspection: Foundation walls at building grid line 8 between B and C, A between 8 and 7.2, 7.2 between A and C (Diagonal Wall) and C between 7.2 and 7.6. Reference Documents Used: Structural Drawings S101, S105, S601 and 5523. Inspection Status: [❑ Preliminary ED Final ® Concrete reinforcement was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: Verbal Communication: Terry Bond with Beck Building Company was informed of our inspection and recommendations. Distribution: Beck Building Company — Attn: Terry Bond (terry @beckbuilde.com) MAR 3 01011 TOWN OF VAIL Robert Stem ihar, E.I. Trevor Knell, P.E. Field Technician Reviewed By �..� 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970 - 945 -7988 Fax: 970- 945 -8454 HEPWORTH- PAWLAK GEOTECHNICAL (1 - 0 \� �() hppeoCa7hpueotech.com REINFORCEMENT STEEL INSPECTION REPORT Client: Frank Taplin Job No.: 110 044A Day: Thursday 1505 Rising Glen Road Date: 3/24/11 Los Angeles, California 90069 Page: 1 of 1 Project: Taplin Residence, 115 Forest Road, Vail, Colorado Area of Inspection: Foundation Walls, Line 8 from D to H, and H from 7 to 8 Reference Documents Structural drawings, dated 11- 10 -10, Sheets S101 and detail page Used: Inspection Notes: Most outside forms were not in place at the time of our site visit to allow for inspection. On Line 8, #5 bars were used horizontal in place of #4 mars. Inspection Status: ❑ Preliminary ►1 ® Concrete reinforcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: Verbal Terry with Beck was informed of our inspection. Communication: Distribution: Beck Building Company —Attn: Terry Bond (terryo_beckbuilds.com) Buzz Taplin (buzztaplin(acomcast.net) Frank Taplin (franktapiin(ft- mail.com) MAR 3 0 2011 TOWN OF VAIL Thomas J. Westhoff, CET Trevor L. Knell, P.E. Field Technician Reviewed By H f 5020 County Road 154 tech Glenwood Springs, - CO 81601 () —o3 u Phone: 970- 945 -988 HEPWORTH- PAWLAK GEOTECHNICAL Fax: 970 - 945.8454 hpgeo @hpgeotech.com CONCRETE TEST REPORT Frank Taplin Job No. 110 044A 1505 Rising Glen Road Date Cast: 12 -29 -10 Los Angeles, California 90069 Sheet: 1 of 1 Project: Taplin Residence, 115 Forest Road, Vail, Colorado Placement Location: Building Perimeter and Pad Footings Supplier: B&B Time Batched: 8:58 am Load Size (Yds): 10 Truck No: 6003 Time Arrived: 10:50 am Yds Delivered: 10 Ticket No: B2136296 Time Placed: 11:00 am Yds Ordered: 32 Mix Design: Win 3 Master Exterior Method of Placement: Pump Sample Point: Truck discharge Time Sampled: 11:10 am Slump: 4 % inches Air Temp: 18 Air Content: 5.0% D Concrete Temp: 72° Wet Unit Wt: 138.9 pcf Water Added: 10 gallons added by contractor MAR 3 0 2011 Communication: The Contractor was informed of field test results. Time Cylinders Cast: 11:20 am i TOWN OF V AIL Initial Cure: 5 days on site Field Storage: Heated job trailer ..._ Date Stripped: 01 -03 -11 Compressive Strength Data 2010 ­ Lab Age Date Load Diameter Area Compressive 28 Day Number Days lbs. in. in Strength (psi) Avg. (psi) 984A 7 01 -05 -11 31,000 4.01 12.63 2450 9848 28 01 -26 -11 43,800 4.01 12.63 3470 3360 984C 28 01 -26 -11 41,200 4.01 12.63 3260 984D 56 02 -23 -11 53,800 4.01 12.63 4260 Specified Strength: 3000 psi at 28 days Notes: Distribution: Frank Taplin ( franktaplinftmail.com) Terry Bond -Beck Building Company ( terry0beckbuilds.com ) Buzz Taplin ( buzztaplinCa_comcast.net) James Parker Thomas J. Westhoff, CET Field Technician Reviewed By 1-4 fm 5020 County Road 154 tech ( Gi(��b o -0 3 03 Glenwood Springs, CO 81601 Phone: 970 - 945 -7988 HEPWORTH- PAWLAK GEOTECHNICAL Fax: 970 - 945 -8454 hpgeo @hpgeotech.com CONCRETE TEST REPORT Frank Taplin Job No. 110 044A 1505 Rising Glen Road Date Cast: 01 -26 -11 Los Angeles, California 90069 Sheet: 1 of 1 Project: Taplin Residence, 115 Forest Road, Vail, Colorado Placement Location: Walls; Lines 4.5 - 7 Supplier: BBB Time Batched Truck No: 6003 Time Arrived: Ticket No: B2136324 Time Placed: Mix Design: 36012477 Method of Placement: Pump 9:48 am Load Size (Yds): 10 11:15 am Yds Delivered: 10 11:40 am Yds Ordered: 67 Sample Point: Truck discharge Time Sampled: 11:44 am Slump: 4 1/2 inches Air Temp: 32 Air Content: 5.4% [FM Concrete Temp: 70° Wet Unit Wt: 144.2 pcf Water Added: 25 gallons added by supplier v Communication: The Supplier was informed of field test results. Time Cylinders Cast: 11:54 am TOWN Initial Cure: 24 hrs on site Field Storage: Trailer Date Stripped: 01 -27 -11 Cyl Temp at Pick Up: 62° Min /Max: 62 °/72 Compressive Strength Data 2010 Lab Age Date Load Diameter Area Compressive 28 Day Number Days lbs. in. in2 Strength (psi) Avg. (psi) 035A 7 02 -02 -11 56,200 4.01 12.63 4450 035B 28 02 -23 -11 70,000 4.01 12.63 5540 5480 035C 28 02 -23 -11 68,600 4.01 12.63 5430 035D 56 03 -23 -11 Specified Strength: 3000 psi at 28 days Notes: Distribution: Frank Taplin ( franktapliriftmail.com ) Terry Bond -Beck Builders ter _beckbuilds.com Justin Orgill James Parker, PG, EIT Field Technician Reviewed By " f* 5020 County Road 154 GO!� 3 U� Glenwood Springs, CO 81601 �I e h ch 6 t 0 -0 Phone: 970 - 945 -7988 HEPWORTH- PAWLAK GEOTECHNICAL Fax: 970 - 945 -8454 hpgeo @hpgeotech.com CONCRETE TEST REPORT Frank Taplin Job No. 110 044A 1505 Rising Glen Road Date Cast: 01 -21 -11 Los Angeles, California 90069 Revised* Sheet: 1 of 1 Project: Taplin Residence, 115 Forest Road, Vail, Colorado Placement Location: Walls, Lines 4.5 - 1 Supplier: B&B Time Batched: Truck No: 6042 Time Arrived: Ticket No: Time Placed: Mix Design: 36012474 Method of Placement: Pump 9:46 am Load Size (Yds): 9 11:20 am Yds Delivered: 9 11:30 am Yds Ordered: 27 Sample Point: Truck discharge Time Sampled: 11:35 am Slump: 2 % inches Air Temp: 28 Air Content: 7.6% [ CC Ep � W FE Concrete Temp: 74 Wet Unit Wt: 142.1 pcf D Water Added: 10 gallons added by pump operator MAR 3 0 2011 Communication: The Contractor was informed of field test results. Time Cylinders Cast: 11:45 am I T OWN O F VAI L Initial Cure: 3 days on site Field Storage: Heated Job Trailer Date Stripped: 01 -24 -11 Compressive Strength Data 2010 Lab Number Age Days Date Load lbs. Diameter in. Area in 2 Compressive Strength (psi) Zg Day A g. (psi) 028A 7 01 -28 -11 38,600 4.01 12.63 3060 0288 28 02 -18 -11 53,400 4.01 12.63 4230 4230 028C 28 02 -18 -11 53,400 4.01 12.63 4230 028D 56 03 -18 -11 Specified Strength: 3000 psi at 28 days Notes: *Specified strength revised to 3000 psi, original issued test report stated 4000 psi. Distribution: Frank Taplin ( franktaplinAgmail.com ) Terry Bond -Beck Builders terry .beckbuilds.com Justin Orgill James Parker, PG, EIT Field Technician Reviewed By 1-4 r 5020 County Road 154 t ectl Glenwood Springs, CO 81601 ( Phone: 970 - 945 -7988 HEPWORTH- PAWLAK GEOTECHNICAL '/ Fax: hpgeo@hp @hpgeotec otech.com CONCRETE TEST REPORT Frank Taplin Job No. 110 044A 1505 Rising Glen Road Date Cast: 01 -21 -11 Los Angeles, California 90069 Revised* Sheet: 1 of 1 Project: Taplin Residence, 115 Forest Road, Vail, Colorado Placement Location: Walls; Lines 4.5 -1 Supplier: B &B Time Batched: Truck No: 6042 Time Arrived: Ticket No: Time Placed: Mix Design: 36012474 Method of Placement: Pump 9:46 am Load Size (Yds): 9 11:20 am Yds Delivered: 9 11:30 am Yds Ordered: 27 Sample Point: Truck discharge Time Sampled: 11:35 am Slump: 2 % inches Air Temp: 28 Air Content: 7.6% C E � W Concrete Temp: 74° Wet Unit Wt: 142.1 pcf D Water Added: 10 gallons added by pump operator Communication: The Contractor was informed of field test results MAR 3 0 2011 Time Cylinders Cast 11 am TOWN OF HAIL Initial Cure: 3 days on site Field Storage: Heated Job Trailer --�- -�-- -� Date Stripped: 01 -24-11 Compressive Strength Da 2010 Lab Number A g e Days Date Load lbs. Diameter in. Area in Compressive Strength (psi) 2$ Da y Avg. (psi) 028A 7 01 -28 -11 38,600 4.01 12.63 3060 4230 028B 28 02 -18 -11 53,400 4.01 12.63 4230 028C 28 02 -18 -11 53,400 4.01 12.63 4230 028D 56 03 -18 -11 64,200 4.01 12.63 5110 Specified Strength: 3000 psi at 28 days Notes: *Specified strength revised to 3000 psi, original issued test report stated 4000 psi. Distribution: Frank Taplin ( franktaolinti)amail.com ) Terry Bond -Beck Builders terrv0beckbuilds.com Justin Orgill James Parker, PG, EIT Field Technician Reviewed By I...� f 5020 County Road 154 n Glenwood Springs, 81601 y � (�3 Phone: 970 -945 -7988 8 o Fax: 970 - 945 -8454 HEPWORTH- PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com CONCRETE TEST REPORT Frank Taplin Job No 110 044A 1505 Rising Glen Road Date Cast: 3 -1141 Los Angeles, California 90069 Sheet: 1 of 1 Project: Taplin Residence, 115 Forest Road, Vail, Colorado Placement Location: Phase 2 Footings Supplier: B&B Time Batched: Truck No: 6041 Time Arrived: Ticket No: 82136354 Time Placed: Mix Design: 36012474 Method of Placement: Pump Time Sampled: Air Temp: Concrete Temp: Water Added: Communication: 9:50 am Slump: 38 Air Content: 65 Wet Unit Wt: 10 gallons 8:41 am Load Size (Yds): 10 9 :40 am Yds Delivered: 9:45 am Yds Ordered: 36 Sample Point: Truck Discharge 4'/4 Inches 6.8% 138.6 pcf The Contractor, Terry with Beck was Informed of field test results. Time Cylinders Cast: 10:00 am Initial Cure: 3 days on site Field Storage: Cure box In heated job trailer Date Stripped: 3 -14-11 Compressive Strength Data 2010 Lab Number Age Days Date Load lbs. Diameter in. Area in Compressive Strength (psi) 28 Da y Avg. (psi) 085A 7 3 -18 -11 35,400 4.01 12.63 2800 085B 28 4-8 -11 086C 28 4 -8 -11 085D Hold/56 5 -6 -11 Specified Strength: 3000 psi at 28 days (4000 psi ordered) Notes: Distribution: Frank Taplin (franktaplin @.amail.com) Terry Bond -Beck Builders terry0beckbuilds.com Robert Stempihar James Parker, PG, EIT Field Technician Reviewed By �••.I r 5020 County Road 154 2 u Glenwood Springs, CO 81601 Phone: 970 - 945 -7988 HEPWORTH- PAWLAK GEOTECHNICAL Fax: 970 - 945 -8454 hpgeo@hpgeotech.com CONCRETE TEST REPORT Frank Taplin Job No. 110 044A 1505 Rising Glen Road Date Cast: 01 -26 -11 Los Angeles, California 90069 Sheet: 1 of 1 Project: Taplin Residence, 115 Forest Road, Vail, Colorado Placement Location: Walls; Lines 4.5 - 7 Supplier: B&B Time Batched: 9:48 am Load Size (Yds): 10 Truck No: 6003 Time Arrived: 11:15 am Yds Delivered: 10 Ticket No: B2136324 Time Placed: 11:40 am Yds Ordered: 67 Mix Design: 36012477 12.63 4450 Method of Placement: Pump Sample Point: Truck discharge Time Sampled: 11:44 am Slump: 4 112 inches Air Tem p 32° Air Content: 5.4 D ECEOVE Concrete Temp: 70 Wet Unit Wt: 144.2 pcf Water Added: 25 gallons added by supplier MAR 3 0 2011 Communication: The Supplier was informed of field test results. i Time Cylinders Cast: 11:54 am Off' VAI Initial Cure: 24 hrs on site Field Storage: Trailer a Date Stripped: 01 -27 -11 Cyl Temp at Pick Up: 62° Min /Max: 62 °172° Compressive Strength Data 2010 Lab Number A g e Days Date Load lbs. Diameter in. Area in Compressive Strength (psi) 28 Day Avg. (psi) 035A 7 02 -02 -11 56,200 4.01 12.63 4450 5480 0358 28 02 -23 -11 70,000 4.01 12.63 5540 035C 28 02 -23 -11 68,600 4.01 12.63 5430 035D 56 03 -23 -11 81,000 4.01 12.63 6410 Specified Strength: 3000 psi at 28 days Notes: Distribution: Frank Taplin (frgnktaplin gmaii.com) Terry Bond -Beck Builders terry0beckbuilds.com Justin Orgill James Parker, PG, EIT Field Technician Reviewed By Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Attention: Project Street Address: 15_ Faaar 214[) A-0 (Number) (Street) (Suite #) Building /Complex Name: Contact Information: Company: BeQL GUILD CoMPAN}' Compa�ny ?- 50) L O 3a V City: A L State: CO .O zip: b65 Contact Name: �E !> (zA1 o r•2 ' z p Contact Phone: 7 70 • 4 7 6 • 5.3 (5 E -Mail —_rOWY Q Eckf3 Ul L1�S, CoM Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: Plumbing: ;electrical: Mechanical: Total: $ ( ) Revisions ( ) Response to Correction Letter _attached copy of correction letter ( ) Deferred Submittal () Other Description / List of Changes: t •� ITT -ry Q 1 N7�'LI o IL. � M-rnt So To, ivT' D e -& L & !-F - 8 . (use additional sheet if necessary) Date AUG 1 .0 2011 T OF V AIL 01-Jan-10 TRANSMITTAL FORM G * te c h HEPWORTH- PAWLAK GEOTECHNICAL July 12, 2011 Frank Taplin 1505 Rising Glen Road Los Angeles, California 90069 Job No. 110 044A Subject: Observation of Hot Tub Area and Pier Cap Drains, Proposed Taplin Residence, 115 Forest Road, Vail, Colorado Dear Mr. Taplin: As requested by Beck Building Company, a representative of Hepworth - Pawlak Geotechnical, Inc. observed the excavation at the subject site on July 6 and 8, 2011 for drain construction and subgrade conditions. The findings of our observations are presented in this report. We previously provided recommendations for design of foundations at the site in a report dated September 24, 2010, and observations of the hot tub area in a report dated June 21, 2011, Job No. 110 044A. At the time of our visit to the site on the morning of July 6 the subdrain behind the foundation uphill of the hot tub area had been completed. The drain outlet was solid 6- inch diameter PVC pipe and drain flow discharged into the sump pit. The hot tub area was essentially dry and was being mucked out in preparation of the interior subdrains. When observed on the morning of July 8 the interior perimeter and lateral subdrains had been installed and the hot tub area was dry. The subdrains were connected and sloped down to the east into the sump pit. The area was suitable for gravel backfill to design subgrade level. Also, on July 8` the drain board (Mira Drain) had been installed on the pier cap and appeared adequate. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PA Steven L. Pawlak, P SLP /ljg 15222 1 10NAt O INC. cc: Beck Building Co •''• 1 � y an (? - obv n@ beckbuild� cony Beck Building Compan and ( teizy(cr�beckbuilds cone Buzz Taplin Cguzztanlin (@ ,gomcast.net ) G 99tech 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970 - 945 -7988 HEPWORTH- PAWLAK GEOTECHNICAL Fax: 970 - 945 -8454 hpgeo(d-)hPneotech.com REINFORCEMENT STEEL INSPECTION REPORT Client: Frank Taplin Job No.: 110044A Day: Monday 1505 Rising Glen Road Revised Date: 4118/11 Los Angeles, California 90069 Date: 7/14/11 Page: 1 of 1 Project: Taplin Residence, 115 Forest Road, Vail, Colorado Area of Inspection: Grid Line 8, H (Corner). 2" of Styrofoam board had been placed on footing (H Line Wall). Corner bars had been cut and were not placed continuous through the corner, and was in accordance with the revised structural plans (see attached photo). Reference Documents Used: Inspection Notes: Inspection Status: Delta 4 Structural Plans revision, Sheet S101, dated 4/18/11. ❑ Preliminary ►1 .I N Concrete reinforcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: Verbal Terry with Beck was informed of our inspection. Communication: Distribution: Beck Building Company — Attn: Terry Bond (terry(cDbeckbuilds.com ) Buzz Taplin (buzztaplin(a)com cast. net Frank Taplin (franktaplin0- gmail.com Attachment: Contractor photo of completed foundation corner James Parker, PG, EIT Trevor L. Knell, P.E. /Steven L. Pawlak, P.E. Field Technician Reviewed By m I Fi log" 7i TRANSM ITTAL � , (', �`- r ; �V; �� �-� .. 1.� ,_._... . i ._�i I � r_; � � oEC 1 � �o»� � TOWN OF VAIL : To �;�V�,1 � . ��.. � ATTN � Q�� FROM ���� � ��. C�,Q,�, • We are sending you the f wing items: DATE 1��/�J � RE VIA [ ] Shop Drawings [ ] Prints [ ] Samples ( ] Change Order COPIES � �-, � � �� � �� s u i � o i N G C 0 h1 P A N Y ¢�.�;►w� � f3 ) 0 - 03 03 CIl5 Forest �'cQ� �� ( ] Specifications [ ] Photographs DATE lafi5/��l 8'`a%l � �. 8/a�`1 r �. � �a/��i� These are transmitted as checked below: ( ] For approval ( ] Approved as noted [ ] For review & comment Remarks: Copy to: �j� [ j Plans' [� Copy of IetterS [ ] Bidding Guidelines � " • + � i . �� � �� -� 1 , �\ 1 , � �n1 �� ��1 �: � ��; � �,i) � � ►� , 1 \� '� .� �1; �►I � �► � 1 ,�.� �,;,� , ►, � �,1 - [ ] Approved as submitted [ ] Returned for corrections [ ] For bids due Signed: � For your use [ ] As requested [J�1 �� M:\WPFILcS\CCCS'�.TEMPLATE�Beck 6vilGing Co Wortl\iransm�tlal.dot BUILDING A LEGACY OF TRUST fOR OVER 30 YFARS � REI STRUCTURAL December 15, 2011 Kyle Webb KH Webb Architects 710 West Lionshead �rcle — Unit A Vail, Colorado 81657 RE: 115 Forest Road Letter on Substantial Conformance of Structural Work - Framing Dear Kyle: REI �STRUCTURAI, as structural engineers of record for the refere�ced project, state as fotlows: 1. To the best of our professional knowledge, belief and opinion, the design of ali structurat features is in accordance with applicable building codes and ordinances to the extent that they apply to our portion of the work. 2. During the course of construction to date, we have made periodic visits to the site to observe the progress and quality of the construction. To the best of our professional knowledge, belief and opinion, and based on these limited observations, we believe that the structural wo�k currently in place is in substantial conformance with the contrad documents, and meets the structural requirements of applicable codes and regulations of agencies having jurisdiction. Sincerely, . Bob Redwine, P.E., S.E. Prinapal � ��o � U����RT e R�'� i ; � ��' i ; ��6j3 -�` ', 1801 Broadway Suite 250 Denvar, CO 80202 303.575.9510 303.575.9575 Ot50 East Baavor Crcek Blvd. Unil 204A, PO 8ox 8009 ArOn, CO d1620 970,7q6,U711 970.748.0922 INDEPENDENT TESTING & INSPEGTION SERYICES INC. 12084 VASEEN CT. CONIFER, COLORADO 80433 303�747560 FAX 303-674-7560 Page 1 of �_ OBSERVATION REPORT Client: � T��1� ��Y ITIS Job No. 0�211 Date: 8-2*11 Project: Fa�+est Rned Rasidarce Location: Yadl, � Inspector: �'� I" � This report package contains infonnation conceming speafic tests and inspections of structural steel welding, structural bofting, structural sprayed fireproofing, and/or nondestructive testing. The speafic critena utilized in judging the degree of confoRnance for each area of inspedion are contained on each individual inspection fortn. Also included may be ITIS' 'List of Outstanding Discrepancies' (O.D. List). The O.D. List will be co�secutively numbered for each page issued throughout the duration of the projed. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. avid L. Sturgeon President ICBO Certified Inspector#1138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING � INSPEGTION SERYICES INC. 12084 VA8EEN CT. CONIFER, COLORADO 80473 303-674-7560 FAX 301-674-7560 Page 2 of 3 F'IELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: IJ�vid L. Saug�arn ITIS Job No, aB0e11 Date: �2-11 Field Made Welds: % Shop Made Welds: _ Type of Weld Inspected: Fillet X Groove __ Other Type of Component (ie: column, beam, girder, moment welds, etc.) A9 Reaacded AFS I� a[d Proiect. Sta�dards Applicable Code or Standard: AREAS OF MSPECTION I.evel or Elevation: Basemait/Fo��r;�, I7wra AB 1& 2 .+t�.�., ��+;� Grid Line Location(s) encompassing the area(s) inspected/tested: All loe3�ctaas Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. ALl ooi,mi b�e arhoraa� ��a� ad fo�� ��� rr � o6served ad reoo�t:ed to the G C that the base n]aGe cmiecr;� ace cet y�Qm�_ Level or Elevation: He�roam IeMel Ba� oo >>•Q± �2LJ AfP Grid Line Locatio�s) encompassing the area(s) inspected/tested: All lacatiais Provide infotmation re: conditions of nonconformance. Inctude the O.D. item number and attach a copy of the O.D. List if applicable. 'Ihe bolhad be� w cao o�lar�e � r�e fand �np�ly a�led arri ta�sianed TC balts were used L,evel or Elevation: Auto Caia�t 1 aE FBl Bem tn Car.�et 4h11 C,rid Line Locatio�s) encomPassin8 the area(s) inspcctod/tested: D. C ad H Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. 1he fieLd aelduia af tfie ST'a � Aheds $d he� ��.• fn.,� � _ C,a1fA:mnB Si2e 81d vltalit7 '�e �e1dEd WT re��rcr rene fully t�1Aed A. 11 rwt��n ;a specified F2�ineerin� ameota�ne is naeded P7ea9e advise INDEPENDENT TESTING & INSPEGTION SERViCES INC. 12084 VASEEN CT. COI�YFER, COLOR/1D0 80/33 303�74-7560 FAX 303�74-7560 Page �_ of �_ FIELD INSPECTION REPORT FORM II�iITIAL YISUAL 1NSPECT[ON OF WELDING Inspector �vid I„ �u�m TfIS Job No. UBOP11 Date: 8-2-11 Field Made Welds: % Shop Mnde Welds: Type of Weld I�tsd: Fillet x Groove _ Other __ Type of Compon�t (ie: column, beam, 8irder, momeut welds, etc.) As Reoo�ded Applicable Code � Standard: --- A46 IHC aod PcQiect 9tecde�s -- -- AREAS OF INSPECTION L.evel or Elevation: Aurv Caat � Grid Line Locatioa(s) enc�mPassin8 the area(S) insPected/testcd: C-ii / S-8 Provide infom�ation re: conditions of �onconfocmance. I�lude the O.D. item number and at�ch a copy of the O.D. List if applicable. Info�matian Wel,ded t��+ Ha� T175 reour�ted clari.fi,cati,on af Me ti+eld auentitias aod siaes used a�sixe as the dca�+inas d4 mt svecify TIIS will folla+ up Level or Elevarion: Grid Line Location(s) encompassing the area(s) insPcctod�stod: Provide infocmation re: conditions of nonconformance. Incl� the O.D. item number and attach a copy of the O.D. List if applicable. — Level or Elevation: Cmd Litu L,ocation(s) encompassing the area(s) inspected/test,ed: Provide infocmation re: co�itions of nonconformanc.e. Inciude the O.D. item number and attach a copy of the O.D. List if applicable. #. INDEPENDENT TESTING & INSPEGTION SERVICES INC. 12084 VASEEN CT. CONIFER, COLORADO 80433 303�71-7560 FAX 303-674-T560 Page 1 of OBSERVATION REPORT Client: &ia Tanla✓115 Cc�a�y ITIS Job No. oB0211 Date: �2Cr11 Project: F� � ��� Location: V�, � Inspector. �d L• SUagern This �epat package contains ir►formation conceming specific tests and inspections of strudural steet welding, structural t�olting, structural sprayed fireproofing, and/or nondestructive testing. The specific c�iteria uti�zed in judging the degree of c�nfomiance for each area of inspection are contained on each individual inspec:tion form. Also induded may be ITIS' "List of Outstar�ding Disc.�+epancies' (O.O. Lis!). The O.D. List will be conseaitively numbered for eadi page issued throughout Uie dwation of the projed- Each individual item listed will also be consecutively numbered. If there are any questwns regarding the content of this repa't, please feet free to contad ITIS at your conveni�ce. /�' __ —_ ��—__ Gic�r,p� G��/ - s David L. Stu►geon � President ICBO Certified Inspector #1138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & INSPECTION SERVICES INC. 12084 VASEEH CT. CONIFER, COLORADO 80433 303�T4-7560 FAX 303�747560 Page 2 of FIELD INSPECTION REPORT FORM INITIAL VISUAL IIVSPECfION OF WELDING Inspector: L�vid L. Sc�,rc,rarn TTIS Job No. OBQ211 I�te: 8-27-11 Field Made Welds: _y_ Shop Made Welds: Type of Weld Inspected: Fillet % Cmoove _ Od�er Type of Compo�nt (ie: column, beam, girder, moment welds, e�c.) As Reco�,ded Applicable Code or Standard: q�S, IBC ad pmiect St�nderds AREAS OF INSPECTION � �oRr c� �-rii L,evel or Elevation: Baemait Fw�im Dwg AB 1& 2 CnL■_�n B�e Canecr:� Grid Line Location(s) encompassing tl� area(s) inspected/tested: A11 La�tio�s Provide inforcnation re: coaditions of nonconfonnance. Include the O.D. item number and att�ch a copy of the O.D. List if applicabie. �e preriou9ly �nuted aomec.t;.ons have been �leted and r�e fand confac��g. I,evel or Elevation: Bas�ent Bedroam ad Auto Co�rt Lig�_Geee H�,ver. CaneCr;� Grid Line Location(s) encompassing the area(s) inspected/tesKod: ___ __ Provide information re: conditions of nonconformance. Include the O.D. item number and attsch a copy of the O.D. List if applicable. '�e Simpem ha�gers fra0ad to structival sGeel members have been fully welded rn the in�.de at all l�oca�tiais. 1he weldiug was fa�nd caofacffi�. I '1 '� t C'•" f1 Level or Elevation: �rird Lift QU i�einfac,ci� Steel Grid Line Location(s) encompassing the area(s) inspec.�ted/tested: �-ii ai 6 line - Auto Cam r�� Provide infom�ation re: conditions of nonconformance. Include the O.D. item number and attach a copy of tbe O.D. L1st if applicable.__�e #44 6ers w�+e faad fullv g�;ed in each ��++rt, 4' �;err;� A bond beem was also ve:zfi.ed twu causee belaw tfie third i ft Reinf ' no mes�i i c heira Fleced eveiy other c�se 1t�e nl.ac�t was fo�d canfas��e INDEPENDENT TESTING & IN►SPECTION SERVICES INC. 12084 VASEEN CT. CONIFER, COLORADO 80433 303�74-7560 FAX 303-674-7560 Page 1 of OBSERVATION REPORT Client: �ec]C Buil.dinS ��I�Y ITIS Job No. �11 Date: 12-5-11 Project: 115 Forast Roed Residar,e Lceation: ��+ � Inspector: �d L. Sturgean This report package contains information conceming specific tests and inspections of structural steel welding, structural botting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. T— Gvto David L. Sturgeon President ICBO Cert�ed Ins or #1138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TE�STING & INlSPEGTION SERVICES INC. 12084 VASEEN CT. CONIFER, COLORADO 80433 303-6747560 FAX 303-6747560 Page 2 of 2 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: Ihvid L, St�anean TTIS Job No. OB0211 Date: 12-frll Field Made Welds: X Shop Made Welds: Type of Weld Inspected: Fillet X Groove Other Azt Svot Welds Type of Component (ie: column, beam, girder, moment welds, etc.) As Becorded Applicable Code or Standard: AWS, IBC ad PrQiect Sta�dards AREAS OF INSPECTION Level or Elevation: Auto Cam 1 of Fffi Hemi to C«icrete t,�]1 Grid Line Location(s) encompassing the area(s) inspected/tested: All IQCati«�s Provide information re: conditions of nonwnformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. Ch 8/2/11, TTIS repo�bed that fu11 le�gth, ho�izarral welds rn the Sf's �.ene p�t wd�ere �eller ret� are specified. The Cantiacta� has rewo�iaed the camectims, ad uispectia� find the re+otic acceptaUle. Level or Elevation: Auto C�am Planter Cmd Line Location(s) encompassing the area(s) inspected/tested: F-FI/6-7 Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. 'Ihe field weldinA af the 4x4X}" ��P w the W14 was faad «nf�. 'ltre field weldinB o� the dalrinS was fand cmfoz�ig, also. Level or Elevation: Crrid Line Location(s) encompassing the area(s) inspected/tested: Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable.