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Home My WebLink AboutB12-0191 04-26-2013 Inspection Request Reporting Page 3 4:29 pm Vail, CO - City Of 02117--6/BS Requested Inspect Date: Monday,April 29,2013 Site Address: 2851 BASINGDALE BLVD VAIL SECONDARY SIDE (A)aka East Side A/P/D Information Activity: B12-0191 Type: COMBO Sub Type: NDUP Status: REVISION Const Type: Occupancy: Use: R-3 Insp Area: Owner: DANTAS BUILDERS INC Contractor: SLOPESIDE CONSTRUCTION INC Phone: 970-376-5444 Description: RE-APPROVAL OF PRJ07-0594(NEW DUPLEX). SECONDARY SIDE AKA SIDE A AKA EAST Requested Inspection(s) Item• 534 PLAN-FINAL CIO Requested Time: 08:15 AM Requestor Phone: Comments 376-5444 Assigned To BGIBSON Entered By: MHAEBERLE K Action Time Exp: Item 540 BLDG-Final C/O Requested Time: 01:30 PM Requestor Phone: Comments 376-5444 Assigned To JMO ,•' ( ON Entered By: MHAEBERLE K Action �I.. r Time Exp: Comment 1.417--:y Comment Pla ing to be approved Fra ng ILC to be approved Landing at front entry to have a level lower landing and stair heigth proper drainage Plumbing andgMech still failed Door at garage can not swing over stair 11,61(0 , 41A Inspection History Item: 532 PW-TEMP. C/O Item: 539 PW-FINAL C/O **Approved** 04/26/13 Inspector: Is Action: AP APPROVED Comment: Final C.O. on East Unit only. Must grout Storm Sewer Manhole. Item: 10 BLDG-FOOTING **Approved** 06/22/12 Inspector: sgremmer Action: AP APPROVED Comment: 08/31/12 Inspector: nsc Action: AP APPROVED Comment: pier for deck Item: 20 BLDG-Foundation/Steel **Approved ** 07/06/12 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: east side only 08/31/12 Inspector: nsc Action: AP APPROVED Comment: Item: 21 PLAN-ILC Foundation Plan **Approved ** 10/29/12 Inspector: Warren Action: AP APPROVED Comment: Item: 120 ELEC-Rough **Approved** 09/26/12 Inspector: sgremmer Action: AP APPROVED Comment: 10/26/12 Inspector: sgremmer Action: AP APPROVED Comment: REPT131 Run Id: 14618 NC?'1`'�: iHIS PERMI T MUS T BE !�`OS TED ON JOB SITE A T AL L TI MES �;_��. �� o� �.�: � Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B12-0191 Job Address: 2851 BASINGDALE BLVD VAIL Location......: SECONDARY SIDE (A) Parcel No....: 210314310020 OWNER DANTAS BUILDERS INC 05/14/2012 1936 W GORE CREEK DR VAIL CO 81657 APPLICANT DANTAS BUILDERS INC 05/14/2012 1936 W GORE CREEK DR VAIL CO 81657 CONTRACTOR SLOPESIDE CONSTRUCTION INC MICHAEL R. DANTAS 1975 W GORE CREEK DRIVE, UNIT 25 VAIL CO 81657 License: C000003504 Description: RE-APPROVAL OF PRJ07-0594 (NEW DUPLEX). Project #: PRJ12-0183 Applied.....: 05/14/2012 Issued. . . : 05/16/2012 05/16/2012 Phone:970-376-5444 Occupancy: R-3 Type Construction: VB Valuation: $346,021.00 ,,..�..,...,...�,........,.,,..,...,,<....< .................,..�...�.....>.......>.. FEE SUMMARY ,..,,,�.......<...,.,..�,........,.,..,............,�,,._.,............,.,_..... Building Permit -----------> $2,376.95 Bldg Plan Check ----------> $1,545.02 Use Tax Fee-----------------------> $6,720.42 Electrical Permit ---------> $310.50 Elec Plan Check -----------> $201.83 Restuarant Plan Review--------> $0.00 Mechanical Permit ------> $440.00 Mech Plan Check ---------> $110.00 Additional Fees--------------------> $0.00 Plumbing Permit --------> $4,395.00 Plmb Plan Check ---------> $1,098.75 Recreation Fee--------------------> $401.85 Investigation-----------------------> $0.00 Will Call------------------------------> $20.00 TOTAL PERMIT FEES--------------> $17,620.32 Payments-------------------------------> $17,620.32 BALANCE DUE------------------------> $0.00 .> ...................... . �.,..,............>..,..,.,...................... �..... �...>..... �. �... � �, �............<...,..,....,.......,..,.........,.,..,.,,,, .....,,.......,,..,.........,. DECLARATIONS 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 town's 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. combination permit_012811 �� ' ...�..,...� ..............�.,,..,..�...�.>.�,.,..,,...,.,...,,,,,..,>,...,,..,,,..,,,,...,,>,.>...,..,....,,.,........,.�.*...,.....,>,...,,.,..,,.>..,........,,.,.,.,..,.,........,. CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B12-0191 Owner: DANTAS BUILDERS INC SECONDARY SIDE (A) Address: 2851 BASINGDALE BLVD VAIL Location: ........�.� .........................�...»,.,,,....,..,,,...,.�,.,...,,.,.,....,..�.,,.��.,,�.<.......�,�.....�,,,.,,...,,,.,....,,,..,...,,...,...,t..�,.,.�,,,.�„�..,,,..�..,.....,.,, combination permit_012811 -- ` � � '��I� V� i��; � ��**�****�***�*��*��***��**�**��***�**�*��*��******��*�*��*��,.��***�#��.�..��***#*��,��...��*�*��*�*� REQUIRED INSPECTIONS AND STATUSES Permit #: B12-0191 Address: 2851 BASINGDALE BLVD VAIL Owner: DANTAS BUILDERS INC Location: SECONDARY SIDE (A) ��.�*�***��*********�*��**�*****�**********��*******�****�**�**�***********�***�*��**�*�**��**�****�***�********��*�******�*��>��**�***� item Item Item Item Item Item Item Item Item item Item Item Item Item Item Item Item Item Item Item 00010 BLDG-FOOTING 00020 BLDG-Foundation/Steel 00021 PLAN-ILC Foundation Plan 00110 ELEC-Service 00120 ELEC-Rough 00200 MECH-Rough 00210 PLMB-Underground 00220 PLMB-Rough/D.W.V. 00230 PLMB-Rough/Water 00240 PLMB-Gas Piping 00310 MECH-Heating 00330 MECH-Supply Air 00340 MECH-Misc. 00030 BLDG-Framing 00050 BLDG-Insulation 00060 BLDG-Sheetrock Nail 00190 ELEC-Final 00290 PLMB-Final 00390 MECH-Final 00540 BLDG-Final C/O combination permit_012811 ****************************��***************************r******************************�**� TOWN OF VAIL, COLORADOCopy Reprinted on 07-13-2012 at 15:06:32 07/13/2012 Statement s*�******************��*�*****sr******r******s***��**s*s**rr********sss*****r********s*ssss Statement Number: R120000512 Amount: $17,620.3205/15/201201:17 PM Payment Method: Check Init: JRM Notation: ------------------�---------------------------------------------------------- Permit No: B12-0191 Type: COMBINATION BLDG PERMIT Parcel No: 2103-143-1002-0 Site Address: 2851 BASINGDALE BLVD VAIL Location: SECONDARY SIDE (A) Total Fees: $17,620.32 This Payment: $17,620.32 Total ALL Pmts: $17,620.32 Balance: $0.00 ****s**��***s**r*********s***��************��*s**rr*********s*******s******s************** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 EP 00100003111100 MP 00100003111100 PF 00100003112300 PP 00100003111100 RF 11100003112700 UT 11000003106000 WC 00100003112800 Description ------------------------------ BUILDING PERMIT FEES ELECTRICAL PERMIT FEES MECHANICAL PERMIT FEES PLAN CHECK FEES PLUMBING PERMIT FEES RECREATION FEES USE TAX 4$ WILL CALL INSPECTION FEE Current Pmts 2, 376. 95 310.50 440.00 2, 955. 60 4,395.00 401.85 6,720.42 20.00 , � � � TOWN OF UA1L �' � �� / � � Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel : 970-479-2128 � www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: Project #: �� o� - 0 � g 3 �� ±��n� t�-��lj� oRB#: ��ala �1�5 �c�.c.� (Number) (Street) (Suite #) Building/Complex Name: '�j/��t�1C�Y�/�.L� (��fCi� Building Permit#: � Contractor Information Lot #: Block # Subdivision: �� 2��% � Sl,U �S i �� t.51�i.'�-+�� Business Name: . _ __ ____ __----- . _ _. _-- _ ._ . .. .�..___ _ _-_ -- ___ _ G,, Work Class: New�) Addition ( ) Alteration ( ) Business Address: � 1�� y`j -•l ^ C��FC- �-1��"Z1L 1��- __ City ��%��C.- State: �� Zip: U�G`�' Type of Building: � Single-Family ( ) Duplex (�) Multi-Family ( ) Contact Name: �� r' ��''M �`� Commercial ( ) Other ( Contact Phone: �J 7L � ��l� `�' ` Interior ( ) E�erior ( ) Both� ) Contact E-Mail: ��,�%r: i• L(�c�'1C�'�S�- N'Ft-� I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review ap- proved, Intemational Building and Residential Codes and other ordinances of the Town applicable thereto. Owner/Owner's Representative Signature (Required) Applicant Information Applicant Name: 1 � I�.C, Q�A1T(� S Applicant Phone: ' Applicant E-Mail: Project Information Owner Name: Parcel #: "21 D �l � �3 ��o'ZO (For Parcel #, contact Eagle County Assessors O�ce at (970-328-8640 or visit www.eag lecounty. uslpatie) Work Type _ _ _.._. Valuation of Work Included Plans Included Work `Electrical )Yes ( )No ( )Yes ( )No �0�1� �• �' Mechanical (7( )Yes ( )No ( )Yes ( )No �; ��5� 3 Plumbing (� )Yes ( )No ( )Yes ( )No � ; Z � 54 3 '; Building (� )Yes ( )No ( )Yes ( )No (r7 ?S � F'�� .Z�IT v � � ___ _ _ .. _ _.__.._ _.._ ._._ . .�. _..__ . . ..______ _ __ _____ _ _...__. ��— Value of all work being perFormed: $� er� ;�value based on IBC Section 109.3 & IRC Section 108.3� � 7 � �� ': Electrical Square Footage 7 �� _ � Detailed Scope and Location of Work: /�, ti�'�1 _ � ' ► � e �r�A_ r .. _� � � • � _ _ . _. . _ . _ _.. _. _ _ _ _ ___._ (use additional sheet if necessary) For Office Use Only: Fee Paid: ffi �� Received From: Cash Check # ' CC: Visa / MC Last 4 CC # exp date: Auth # ,. .. ., EC�: �E �fAY � 2 2u7� a • ,SG1�M �'C7WN C�� VAIL ` LKP ` Engineering, Inc. crv�r��o�rEC�vic�. June 13, 2012 Mr. Mike Dantas Slopeside Construction, Inc. 1975 W. Gore Creek Drive, Unit 25 Vail, CO 81657 E-mail: mikedantas��comcast.net Dear Mike: t� �2 , v!`�� r� ��' °��7 RE: Open Hole Observation/Foundation Investigation Lot 4, Block 8, Vail Intermountain 2851 Basingdale Boulevard Vail, Eagle County, Colorado Project No. 12028 At your request, on June 7 and 11, 2012, we visited the construction site on Lot 4, Block 8, Vail Intermountain, 2851 Basingdale Boulevard, Vail, Eagle County, Colorado. The purpose of our site visits was to observe and test the soils exposed in the foundation excavation for the proposed residence. The excavation for the proposed residence, was about 120 feet long by 70 feet wide. The excavation cuts for the foundation ranged from about 3 to 8 feet, below the existing grade. At the time of our site visits, the footing areas were excavated to the bedrock surface, except on the west side of the excavation, where the northwest corner of the excavation was into brown, clayey- gravelly sand with angular rock fragments, cobbles and boulders. The bedrock surface was steeply sloped, and consisted of shale and sandstone bedrock. Soil samples were taken from the northwest portion of the excavation and were tested for natural moisture content, natural dry density, and swell/consolidation. The test results are appended to this report. Ryan Schmidt, structural engineer with K.RM Consultants, informed us the proposed residence was designed for an assumed bearing pressure of 2000 ps£ The soils encountered in the foundation excavation are suitable for the designed soil bearing pressure of 2000 psf. It is understood that most of the foundation will be supported on the bedrock and partially on the brown, clayey, gravelly sand with cobbles and boulders, which will have a potential for a differential settlement. After the site visits and several conversations with Tim Hennum, PE, also a structural engineer with KRM Consultants, we agreed that doweling into the sloped bedrock surface is not a suitable alternative for this site and soil conditions, and leveled trenches have to be excavated for the footings. We understand that it will take jack hammering to accomplish the excavation. You will call us to schedule an open hole observation, once the excavation of all of the trenches has been completed to verify the soil conditions. We recommend a minimum of 48 inches of backfill cover for frost protection of the P.O. Box 2837, Edwards, CO 81632 Tel (970) 926-9088, Fax (970) 926-9089 Mr. Mike Dantas Page 2- Project No. 12028 June 13, 2012 footing subsoils. Foundation walls retaining earth and retaining structures that are laterally supported should be designed to resist an equivalent fluid density of 60 pcf for an "at-rest" condition. Laterally unrestrained structures, retaining the on-site earth, should be designed to resist an equivalent fluid density of 40 pcf for the "active" case. The above design recommendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backiill and hydrostatic pressure due to undrained backfill should be incorporated in the design. They should try to prevent the buildup of hydrostatic pressure behind the retaining wall. The site surrounding the building structure should slope away from the building in all directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. The top of the granular foundation backfill should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed building site should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the backfill. It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems next to the building. The installation of the sprinkler heads should insure that the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs. Lawn irrigation must be controlled. To reduce the risk of surface water infiltrating the foundation subsoil, and a perched ground water condition in the area of bedrock subgrade, we recommend installation of a foundation perimeter drain behind every step of the foundation. The foundation perimeter drain (See Figure No.3) should consist of a 4-inch diameter, perforated pipe, sloped to a suitable gravity outlet, at a 1/4 inch per foot for flexible or at a 1/8 of an inch for rigid pipe. The bottom of the trench, adjacent to the footing, should be lined with a polyethylene moisture barrier glued to the foundation wall. The drain pipe should be laid over an impervious moisture barrier and covered with a minimum of 6 inches of -3/4-inch free-draining granular material. Geotextile (Mirafi 140N or equivalent) should be used to cover the free-draining gravel to prevent siltation and clogging of the drain. The backfill above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure. In addition, for the ground water (the source of the water has not been established) seepage near the southeast corner of the property, outside of the building footprint, an interceptor drain is recommended. The interceptor drain (see Detail on Figure No. 4) should have two 6-inch P.O. Box 2837, Edwards, CO 81632 Tel (970) 926-9088, Fax (970) 926-9089 Mr. Mike Dantas Page 3- Project No. 12028 June 13, 2012 diameters, rigid, perforated drain pipes installed in a combination with a 30-mil pond liner, and a gravel backfill to above any anticipated seepage lines in order to collect the ground water and move it away from the foundation subgrade and the foundation walls. We also, recommend waterproofing of the foundation, specifically the south foundation wall. This report has been prepared accarding to locally accepted Professional Geotechnical Engineering standards for similar methods of testing and soil conditions at this time. The findings and recommendation stated above are based on the soil conditions observed and tested in the foundation excavation only. There is no other warranty either expressed ar implied. Sincerely, LKP ENGINEERING, INC. Luiza Petrovska, PE Enclosure: , �� f��;r �� n�� 4 .. � � , � �'.�,,. '�, � ;�,.� ; � y <� „�R � �...� '� �c°> � �"� � � y��,��':'i F * `�;� �,y�'j t� "�, G"s� '�M...� �� °+ �'`1'+�j' �x `� ° '� �`r�rrrr;; frE��i,�s�+;°='."�' . Location Map, Drawing No. 1 Swell/Consolidation Test Results, Figure No. 2 Perimeter Drain, Figure No. 3 Interceptor Drain, Figure No. 4 J:\ WP X4-LKP\ 2012\120280PENfnd.RPT.wpd P.O. Box 2837, Edwards, CO 81632 Tel (970) 926-9088, Fax (970) 926-9089 3 2 c o � y c 0 k W 0 � -% � O u�, —2 u 4 E 0 v —3 —4 3 2 c o � H c 0 k W 0 � -� G .� f�/1 -2 � L 4 � O v —3 —4 I � �I � � I + !- � � 0.1 1.0 10 100 APPLIED PRfSSURE — ksf Sample of.•Brown, clayey gravelly Sand from: S-1, NEAR NW CORNER OF Nafural Dry Unit Weight = 112.4 pcf EXCAVATION Notural Moisture Content = 8.2 percent i ,, � 0.1 1.0 10 100 APPLIED PRESSURE — ksf Samp/e of Brown, clayey—gravelly Sand, blocky from: S-2 � MIDDLE WEST OF Natural Dry Unit Weight = f01.9 pcf EXCAVA710N Nafural Moisture Content = 14.8 percent 0.2% swell � 1.3 ksf Swell Pressure LKP Eng/neering, /nc.I Swe///ConsoJldotlon Test Res�u/fs �,� 028 2 �► e � D . • D `? � ♦ � . . �o . . e Dr � � ► D a � • i s D. s AWAY FROM BUILDING COVER BACKFlLL WITH TNKI FEET OF RELA7IVEL Y IMPERVIOUS SOIL e .. s p . . . _ � .s �l� ° - - — ► � O -_ _ - _- _ — • �o . _ - --- Z ►" p _ _ ;: � ' ; - _ � � .. _ : :, - - - --_ . .. Q�►D - .... . -.,_ __ . - Z <.GRANULAR, F/LL'� - '` � �: D � O . _ , i : ; j .. � � � ' �� • � +► D - ' � � -_- - - - _ - D � - - • � '. e . :.f'�, � . , •.. q.: .' . '. - � � : �: - � . � e `t...J , O . . � . ,.�.'. .. � . ��o�.� �.�.� . � � �� b: = ' / FOOTIIV�'i � . Q . • �.4� '. � \ .�.0� �a�� / . ► . . . � e " • '(.�•:.',,0' ' .'Q' / P � . a . . � D ' '. ti—. . Si' . .�� r? ��\ 30 MlL MINIMUM THICKNESS, PLASAC LINER, GLUED TQ 7HE FOUNDA710N WALL CIVII./GEOT6CHAiICAL LKP Engin eering, In c. P.O. Box 2837 Edwards, CO 81832 cd (a�o) szs—soee rax (970) 926-9089 flL 7FR FABRIC (MIRAFl 140N OR EQUIVALENT) rUINUS 3/4—INCH DlAME7FR, COARSE, CLEAN CRUSH ROCK 4—lNCH DIAMETER PERFORATED PIPE SLOPED TO A DAYLIGHT LOCAAON AWAY fROM THE FOUNDAAON, AT 1/4—INCH PER FOOT FOR FLEX/BLE AND 1/8—INCH M/N/MUM FOR RIGID PIPE PERIMETER DRAIN LOT,2 RED SKY RANCH 0038 RED 9KY ROAD EAQL£ COUNTI; CALORADO iiooe N. T. S. 3 CAP WI TH A MINIMUM OF TWO FEET OF IMPERVIOUS SOIL THE GRAVEL MUST EXTEND TO ABOVE THE SEfPAGE LINE y . �� ► FLOW OF WATER -.. GRANULAR FILL Coarse Aggregate: 100% — 2-1/2" 0-20� — 3/4' 0-3% — No. 4 FlL TER FABRIC MIRAFI 140N OR EOUIVALENT POND L/NER ANCHOR POND LINER (30 M!L), TOWARD 7HE FOUNDA770N THE ORA/N PIPES WILL BE SEPARATED BY 1/2—OF THE PIPE DIAMETER THE DRA/N MUST BE A MlNIMUM OF TWO FEET BELOW THE SEEPAGE LINE. OVERLAP THE �� TyyO, 6—INCH DIAMETER DRA/N PIPES, FABRIC OVER THE PERFORATED, RIGID, SLOPED TD A POND LINER DAYUGHT LOCA710N AT A M/N. OF 1/8" PER FDOT SLOPE INTERCEPTOR DRAIN WITH POND LINER N.T.S NOTE: THE INTERCEPTOR DRAIN lS TO BE CONSTRUCTED BETWFEN THE RESIDENCE AND 7HE STREET, IF SUFFICIENT DISTANCE lS AVAILABLE. THE INVERT OF THE DRAIN PIPE MUST BE A MlNIMUM OF TWO FEET BELOW THE FOO7ING ELEVA710N. ADDI770NAL DRAINS N7LL BE NEEDED AT EVERY STEP OF THE FOUNDA 170N. ccvn./csorac�cei. Engin e ering, In c. P.O. Box 2837 Edwards, CO 81832 tel (970) 926-9088 fax (970) 926-9089 INTERCEPTOR DRAIN 12028 LOT 4, BLOpC 8, ViUL lN7ERMOUNTA/N 2851 BASINGDALEBOULEVi1RD �'E N.T.S TONN OF VA�4 EAIX£ COUNTI; CACORADO 4 �i�� t�l y 7�' � I�� D19C �, : �z ,_ }� � ,, �._, s.i �� ;� . [ . . w � t x ;? r �^y ��t�`�?�i'?'!�i - �'.�V�r(... �iK ��FC�TEt;�tt�1iC,'r:�;! .... c, r _.� :.,: ir i g �� ic. _.. June 20, 20I2 Dantas Builders, Inc. D�� v� Attn: Mike Da�itas JUN 2 0 ZU�1 193b West Gore Creek Dz�iv� Vail, Colorado 8 t657 (,ri�t��t��;�.j1�� TOWN OF VAIL Job No. 712 199A Su�rject: Observation of Excavation, Proposed Residence, Lc�t 4, Block 8, In#ermountain Subdivisian, 2851 Basingdale Boule��ard, L'ail, Coloradia Dear Mike: As requestcd, a representative af Hepl�-ortli-Pawlak Geotechnical, Inc. observect the excavation at the subject site on June 18, 2012 to evaluate the znaterials exposed for foundation suppc�rt. The findings of our observatians and �•econ�3lendatic�ns for the foundation design are presented ui this report. The services c�ere per%rmed in accord�ulce with our ageement f�r professiona( engineering sei•vices to Dantas Builders. Inc., dated June I8, 2012. � The build'u�g will be a one and two story wood fraine structure �ver a walkout basement level. Grnund floors will be slab-on-grade. The building has been designed to be supported an spread footings assumi.ng an allowable sail bearing pressure of 2,000 psf. The terrain at the lot is model•ately steeply sloping da�,n to the north. At the time of our site visit, the foundation excavation, which was essentially cornplete, had t�een cut in multiple levels from about 3%z to IS feet belc�w the adjacent ground surface. The rnaterials exposed in the bottom of thc excavation consisted rrimarily of hard sandstone shale bedrock fhat was typically fractured. In the shallowc,r cut a�•eas in the n�rthwest portion of the excavation, the�-e was a rninor depth of inedium dense, silty clayey sand and gravel with cobbles exposed at excavation subgrade over the shai� bedrock. In the northeastern portian af the excavation, about 1 foat of well broken sha(e bedrack had been placed on the shal� bedrock as a leveling caurse. The we11 broken shale was to racky to test c;ompaction with a canventional nuclear gage but by probing with a shovei appeareci �r,etl compacted. The forms for the s�read fc►otings for the building foundatian were being cunstructed at the time of our site visit. Minor free water seepag� was observed in the northeastern part of the excavation and the sails and bedrock materials ��ere slightly moist to moist. �Y-#!'t:t',- )i .}�:`''�'.� t ., t� � f �`! tl' t �i;�c�..P":�ic�i) "^�'3iit?=`� � _ . 7 � -� .._ 7 � `�-() ? 1 i °f? � E `*,.j�l°t. (�! t?:`i`Ilt `i�; �i� ;1;.ti.., � i3�t.l Dantas Builders, Inc. June 20, 2012 Page 2 Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural shale bedrock and silty clayey sand and gravel with cobble soil designed for an allawable bearing pressure of 2,000 psf can be used for support of the proposed residence. 'There is some risk of differential settlement due to the variable bearing conditions. Placing the footings entirely on the hard shale bedrock would provide a low risk of differential settlement. The shallow depth of compacted fill at the northeast corner of the excavation is acceptable for footing support. Footings should be a mizumum width of 16 inches for continuous walls and 2 feet for colwnns. Loose and disturbed materials in fooiirxg areas shouid be zemoved and the bearing level extended down to the undisturbed natural soils or hard bedrock. The water seepage into the excavation should be diverted away from footing areas by trenches and any muddied sails removeti prior to footing construction. Exterior footings should be _ provided with adequate soil cover above their bearing elevations for frost protectian. 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 should also be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at Ieast 55 pcf for on-site soil and well broken shale as backfill. A perimeter foundation drain should be provided to prevent temporary buildup ofhydrostatic pressure behind the basement walls and prevent wetting of the lower level. The drain system should include a minimum 4 inches af drain gravel below the basement slab. The drain gravel for the perimeter drain pipe should extend to abave seepage level in the adjacent cut slope face. Structural fill pIaced within floor slab areas can consist of the on-site sand and gravel soils and we11 broken shale compacted to at least 95% of standard Proctor density (SPD) at a moisture content near optimum. Backfill placed around the structure shoutd be compacted to at least 90% SPD and the surface graded to prevent ponding within at least 10 feet of the building. Landscape that requires regular heavy irrigation, such as sod, and sprinkler heads should not be Iocated within 5 feet of the foundation. The recornmendations submitted in this letter are based on our observation of the materials exposed within the foundation excavation and do not include subsurface exploratzon to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that materials beneath the faotings have equal or better suppor� than those exposed. The risk of foundation movement may be greater than indicaied in this report because ofgossible 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 Job No. 112 I99A C-�E.'Hc.P�teCh � Dantas Builders, Inc. June 20, 2012 Page 3 letter. Our services dc� n�t include cietennining the presence, prevention ar possibility of mold or other biological cantaminants (MOBC) develaping in the fiature. If the client is concerned abaut MOBC, then a professional in this special field af practice should be cansulted. If you have any questions or need fw-ther assistance, please call our office. Sincerely, HEPWORTH —��LAK GEOTECHNICAL, INC. : � ��,- � y, -•,c�- °� � � David A. Young, P. E� �4 �' ° ;, � ;O � � .,. , tij . b,. DAYrljg :� ; 32-��6 :"t�` •• • . _?ra.r -z�,, �,�r : �' ` `� .�'°(y b ,� ��iF� fy s�d�vR�a+�"4� � ��,4 �� Job Na. 1 12 1)<)A t.�c7teG'f1 �LCl�/,►Zl,L'Ii ��oG'�, �72G'. PO Box 7246 - Breckenridge, CO 80424 Phone (970) 390-1173 - Fax (970) 547-9221 sparky63(tildanicielectric.com Attn: Mlcke Dantas Slopeside Construction, Inc. The Following are Load Calculations for 2851 Basingdale, Vail, CO—Unit� General Lighting Small Appliance Laundry TOTAL 3,OOOVA at 100% 9,600VA at 35% NET LOAD Range Dryer Load Hot Tub Dishwasher Steamer Jetted Tub Heat Tape NET CALCULATED LOAD 40,660VA /240V = 170A 8,100VA 3,OOOVA 1, 500VA 12,600VA 3,OOOVA 3,360VA 6,360VA 8,OOOVA 5,OOOVA 8,OOOVA 1,500VA 8,OOOVA 1, 800VA 2,OOOVA 40,660VA May 2, 2012 170A TOTALLOAD CALC � ` 200A Service is Required %'� G`L�./�- ✓ V � � , �� c J9 � Sincerely, �� David Novak Danici Electric, Inc. ' A Service Charge of 1.5°/a per month will apply if not paid within 30 days of invoice, but not to exceed the highest amount lawfully allowed by law, will be made on all past due accounts. ** In the event Danici Electric, Inc. commences a Mechanics Lien and/or employs attorneys to collect payment of any amounts due, owner andfor contractor agree to pay reasonable filing and attorney's fees. ►, REScheck Software Version 4.4.3 Compliance Certificate Project Title: 2851 Basingdale Blvd Energy Code: 2009 IECC Location: Vail, Colorado Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 9248 Climate Zone: 6 Construction Site: 2851 Basingdale Boulevard Vail, CO 81657 Owner/Agent: Mike Dantas Slopeside Construction, Inc. 1936 West Gore Creek Drive Vail, CO 81657 970-367-5444 mikedantas@comcast.net Compliance: 0.2% Better Than Code Maximum UA: 1213 Your UA: 1211 The % Better 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. Designer/Contractor: Michael Pukas mpp design shop, inc. PO Box 288 Gypsum, CO 81637 970-390-4931 michael@mppdesignshop.com Ceiling 1: Cathedral Ceiling Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Glass Door 2: Solid Door 3: Solid Basement Wall 1: Solid Concrete or Masonry Wall height: 12.0' Depth below grade: 12.0' Insulation depth: 12.0' Basement Wall 2: Solid Concrete or Masonry Wall height: 12.0' Depth below grade: 9.0' Insulation depth: 12.0' Basement Wall 3: Solid Concrete or Masonry Wall height: 11.0' Depth below grade: 8.0' Insulation depth: 11.0' Floor 1: Slab-On-Grade:Heated Insulation depth: 0.0' 3359 49.0 19.0 50 7259 31.5 0.0 283 832 0.350 291 197 0.350 69 44 0.350 15 294 0.350 103 1125 21.0 10.0 29 350 21.0 384 21.0 334 10.0 10.0 �� ifl 12 348 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 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Title: 2851 Basingdale Blvd Report date: 05/01/12 Data filename: Untitled.rck Page 1 of 4 �\ 1 Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Ciimate Zone: Ceilings: REScheck Software Version 4.4.3 Inspection Checklist 2009 IECC Vail, Colorado Single Family 14% 9248 6 ❑ Ceiling 1: Cathedral Ceiling, R-49.0 cavity + R-19.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-31.5 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1: Solid Concrete or Masonry, 12.0' ht / 12.0' bg / 12.0' insul, R-21.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 2: Solid Concrete or Masonry, 12.0' ht / 9.0' bg / 12.0' insul, R-21.0 cavity + R-10.0 continuous insulation Comments: ❑ Basement Wall 3: Solid Concrete or Masonry, 11.0' ht / 8.0' bg / 11.0' insul, R-21.0 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 Comments: Doors: ❑ Door 1: Glass, U-factor: 0.350 Comments: ❑ Door 2: Solid, U-factor: 0.350 Comments: ❑ Door 3: Solid, U-factor: 0.350 Comments: Thermal Break? Yes No Floors: ❑ Floor 1: Slab-On-Grade:Heated, R-0 (uninsulated) Comments: 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 �eakage 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. Project Title: 2851 Basingdale Blvd Report date: 05/01/12 Data filename: Untitled.rck Page 2 of 4 � 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. � Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. 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 50 pascals 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. (�) 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. (fl Corners, 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. Materials Identification and Installation: � Materials and equipment are instailed in accordance with the manufacturer's installation instructions. � 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 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). � Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstruction leakage to outdoors test: Less than or equal to 550.3 cfm (8 cfm per 100 ft2 of conditioned floor area). (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 825.5 cfm (12 cfm per 100 ft2 of conditioned floor area). (3) Rough-in total leakage test with air handler installed: Less than or equal to 412.7 cfm (6 cfm per 100 ft2 of conditioned floor area). (4) Rough-in total leakage test without air handler installed: Less than or equal to 275.2 cfm (4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: � Where the primary heating system is a forced air-furnace, at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. � Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Project Title: 2851 Basingdale Blvd Report date: 05/01/12 Data filename: Untitled.rck Page 3 of 4 � Additional requirements for equipment sizing are included by an inspection for compliance with the International 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 faliing, 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: 2851 Basingdale Bivd Report date: 05/01/12 Data filename: Untitled.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate . . Ceiling / Roof 68.00 Wall 31.50 Floor / Foundation 31.00 Ductwork (unconditioned spaces): Window Door Heating System: Cooling System: Water Heater: 0.35 0.35 NA Name: Date: Comments 0 TOWN OF VAIL Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel : 970-479-2128 .� www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) _. __ _ ; Project Street Address: ��'� ��1r�1G��M� ��l J � } (Number) (Street) (Suite #) � Building/Complex Name: �-��ShIC�j�/S,L� (�(�C�( ' Contractor Information ! Business Name: ��l � S l�� Coyy,��c-t"1ch.� ' Business Address: I�3� 1r1�T- C�P� �'-f��dC. Y�� Project #: ��! a- � � g 3 oR6 #: fl�ea�a � f�s Lc�.�.� Building Permit #: �%� � �' � � I Lot #: Block # Subdivision: Work Class: New�) Addition ( ) Alteration ( ) City ��L State: �f7 Zip: °(,�pr"J ; Type of Building: ! + ,� I � ��N I Single-Family ( ) Duplex (�) Multi-Family ( ) i Contact Name: Nl �� ( � �[ ( Commercial ( ) Other ( ) � Contact Phone: �J 7c� " �`'C'i `i' _ _ , -- ' i ��_�S N�. � Work Type: Interior O Exterior ( ContactE-MaiL• �� /�� D�(p.�T: �� I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review ap- proved, Intemational Building and Residential Codes and other ordinances of the Town applicable thereto. ) Both� ) - --._._ ... .... _, Valuation of � Work Included Plans Included Work ( tiecincai � �Yes � Mechanical ('J� )Yes ( Plumbing (�)Yes ( Building � )Yes ( )No ( )Yes ( )No ��6 )No ( )Yes ( )No � � )No ( )Yes ( )No ? 66a X Value of all work being performed: $ Owner/Owner's Representative Signature (Required) (value based on IBC Section 109.3 & IRC Section 108.3� � Electrical Square Footage Applicant Information Detailed Scope and Location of Woric: /� N��,�! Applicant Name: ��C—G (� i� A1 T l� S j(��V�� ,� vh.[hrlT Applicant Phone: Applicant E-Mail: �T Project Information ' i Owner Name: € Parcel #: "� � D �l � 3 ��0 20 ;(For Parcel #, contact Eagle County Assessors Office at �970-328-8640 or visit � www.eaglecounty.uslpatie) i E__ ___ __ _ . ___ . ___ _ __ . _ _ _. . -.-- - (use additional sheet if necessary) For Office Use O�ly: FeePaid: �3[�2FS.19 Received From: Cash Check # CC: Visa / MC Last 4 CC # exp date: Auth # Date Received: D�� lJ 1J L� MAY 0 2 '1U�2 a.so�PM 1�1� TUWN QF VAIL �LCl�/121U'� ��ip�iEC�, e..%��. PO Box 7246 � Breckenridge, CO 80424 Phone (970) 390-1173 � Fax (970) 547-9221 sparkv63C�danicielectric.com Attn: Mlcke Dantas Slopeside Construction, Inc. The Following are Load Calculations for 2851 Basingdale, Vail, CO—Unit 1: General Lighting Small Appiiance Laundry TOTAL 3,OOOVA at 100% 12,OOOVA at 35% NET LOAD Range Dryer Load Hot Tub Dishwasher Steamer Jetted Tub Heat Tape NET CALCULATED LOAD 41,500VA /240V = 173A 10, 500VA 3,OOOVA 1,500VA 15,OOOVA 3,OOOVA 4,200VA 7,200VA 8,OOOVA S,OOOVA 8,OOOVA 1, 500VA 8, OOOVA 1,800VA 2, OOOVA 41,500VA May 2, 2012 173A TOTAL LOAD CALC � � � 200A Service is Required � �O � � f � C �� Sincerel � � Y� � David Novak Danici Electric, Inc. ' A Service Charge of 1.5% per month will apply if not paid within 30 days of invoice, but not to exceed the highest amount lawfully allowed by law, will be made on all past due accounts. ** In the event Danici Electric, Inc. commences a Mechanics Lien and/or employs attorneys to collect payment of any amounts due, owner and/or contractor agree to pay reasonable filing and attorney's fees. �1J1!/!2!l'.G ��PC��, ��2G. PO Box 7246 � Breckenridge, CO 80424 Phone (970) 390-1173 � Fax (970) 547-9221 sparkv63 an.danicielectric.com Attn: Mlcke Dantas Slopeside Construction, Inc. The Following are Load Calculations for 2851 Basingdale, Vail, CO—Unit 2: General Lighting Small Appliance Laundry TOTAL 3,OOOVA at 100% 9,600VA at 35% NET LOAD Range Dryer Load Hot Tub Dishwasher Steamer Jetted Tub Heat Tape NET CALCULATED LOAD 40,660VA /240V = 170A 8,100VA 3,OOOVA 1, 500VA 12,600VA 3,OOOVA 3, 360VA 6, 360VA 8,OOOVA 5, OOOVA 8,OOOVA 1, 500VA 8,OOOVA 1,800VA 2,OOOVA 40,660VA May 2, 2012 170A TOTAL LOAD CALC _ 200A Service is Required G��./� �� "�"filC >9 � Sincerely, �,�� David Novak Danici Electric, Inc. * A Service Charge of 1.5% per month will apply if not paid within 30 days of invoice, but not to exceed the highest amount lawfully allowed by law, will be made on all past due accounts. *' In the event Danici Electric, Inc. commences a Mechanics Lien and/or employs attorneys to collect payment of any amounts due, owner and/or contractor agree to pay reasonable filing and attorney's fees.