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B13-0260 permit
11 -11 -2014 Inspection Request Reporting 4 24 pm Vail, !'O Requested Inspect Date: Wednesday November 12, 2014 Site Address: 2470 BALD BALD MOUNTAIN ROAD IL A/P /D Information Activity: B13 -0260 Type: COMBO Sub Type: NSFR Status: ISSUED Const Type: Occupancy: Use: R -3 Insp Area: Owner: STOCKTON, TIM OTHE TYE & BRIELLE M. Contractor: VAIL CUSTOM BUILDERS Phone: 970 - 904 -0512 Description: NEW SINGLE RESIDENCE TO REPLACE AN EXISTING DUPLEX. Requested Inspeotion(s) __ C'`" ( a Item: 534 PyAN - FINAL C/O equested Time: 8:00 AM Requestor: Phone: Comments: 376 -5905 Entered By: MHAEBERLE K Assigned To: GRUTHER Action: Time Exp: Item: Requestor: Comments: Assigned To: Action: Comment: 540 BLDG -Final C/O 376 -5905 JMONDRAGON Time Exp: u an mgs a o om of any stair fire to sign off public works and planning to sign off Requested Time: 11:00 AM Phone: Entered By: MHAEBERLE K � c � IL �s�� 111n AIX ra� Ins ecti isto < N r `� Item: 501 PW- Access/Staging /Erosion r Item: 502 PW -Rough Driveway Grade " Approved Action: AP APPROVED 09/17114 Inspector: Is Comment: Stamped Driveway grade design submitted. Item: 10 BLDG - FOOTING Approved' 08/29/13 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: all except interior and exterior pads soils report in file �} 10/02/13 Inspector: sgremmer Action: AP APPROVED Comment: 05/21/14 Inspector: sgremmer Comment: patio 05/27/14 Inspector: sgremmer Comment: patio Item: 20 BLDG-Foundation/Steel sgremmer Comment: 12/17/13 Comment: Inspector: shang angled stell for stairs at SE corner 05/01/14 Inspector: sgremmer Comment: Item: 21 PLAN -ILC Foundation Plan "App roved " 10/04/13 Inspector: Warren Comment: Item: 110 EL Ceecor VeInspt 09/05/13 sgremmer Comment: temp power 11/21/13 Inspector: sgremmer Comment: Item: 120 ELEC -Rough " Approved " Action: AP APPROVED Action: AP APPROVED Action: AP APPROVED Action: PI PARTIAL INSPECTION Action: AP APPROVED Action: AP APPROVED Action: PI PARTIAL INSPECTION Action: AP APPROVED REPT131 Run Id: 14745 NOTE; TH/S PERM/T MUST BE POSTED ON JOBS/TE AT ALL TIMES ,. TOW7V Of��1L ' 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 #: B13-0260 Project #: PRJ13-0198 Job Address: 2470 BALD MOUNTAIN RD VAIL Applied.....: 07/11/2013 Location......: 2470 BALD MOUNTAIN ROAD Issued. . . : 09/15/2014 Parcel No....: 210103301002 OWNER STOCKTON, TIMOTHE TYE & BRIE 07/11/2013 2470 BALD MOUNTAIN RD VAIL, CO 81657 APPLICANT VAIL CUSTOM BUILDERS 07/11/2013 Phone: 970-904-0512 PO BOX 2809 � EDWARDS CO 81632 License: C000003221 CONTRACTOR VAIL CUSTOM BUILDERS 07/11/2013 Phone: 970-904-0512 PO BOX 2809 EDWARDS f CO 81632 License: C000003221 Description: NEW SINGLE RESIDENCE TO REPLACE AN EXISTING DUPLEX. Occupancy: R-3 Type Construction: VB Valuation: $1,227,226.00 ............................................,x,,......«...,,...,...........,....,.., FEE SUMMARY ....._..,.......................,._....._....._...._...............,...,....... Building Permit-----------> $7,627.20 Bldg Plan Check----------> $4,957.68 Use Tax Fee-----------------------> $24,344.52 Electrical Permit---------> $598.00 Elec Plan Check-----------> $388.70 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $3,020.00 Mech Plan Check---------> $755.00 Additional Fees--------------------> $10,018.89 Plumbing Permit--------> $1,365.00 Plmb Plan Check---------> $341.25 Recreation Fee--------------------> $766.20 Investigation-----------------------> $0.00 Will Call------------------------------> $20 00 TOTAI PERMIT FEES--------------> $54,587.44 Payments-------------------------------> $54,587.44 BALANCE DUE------------------------> $0.00 ...»..............................................................>......,...,.....,..............�.....>........,..«_......................................x.........«.........+..... 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 � � � �T1'ti �J, �,�,t,�,, , .........................>...............,.....,,.........,....<.,,..,...........,.....,..,...,.....,....,,....,....,,.,..,,.....,x.......,...,............,,,,,......�........,...,. CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 613-0260 Address: 2470 BALD MOUNTAIN RD VAIL Owner: STOCKTON, TIMOTHE TYE & BRIELLE M. Location: 2470 BALD MOUNTAIN ROAD ..................................................................................................................................................................................... Cond: 50 (FIRE): FIRE SPRINKLER SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 13R(2007)AND VFES STANDARDS. Cond: 51 (FIRE 2007): MONITORED FIRE ALARM SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 72(2007)AND VFES STANDARDS. Cond: CON0013499 SPECIAL INSPECTION REQ'D FOR WELDING, EXPANSION BOLTS, EPDXY ANCHORS, AND SOILS combination permit_012811 ' : � 1V1/11 V��� � .,,,***„************.**.,******««************«.,�«***.,*********,,,,**«*.,**«**,.***,.*****,,.,,,,,******«**,.«********,.«„**„«***********.,,*«*�*****�****«**«******* REQUIRED INSPECTIONS AND STATUSES � Permit#: 613-0260 Address: 2470 BALD MOUNTAIN RD VAIL Owner: STOCKTON, TIMOTHE TYE & BRIELLE M. Location: 2470 BALD MOUNTAIN ROAD *.*„****.,*.*******.**...***.,.***„«„***.,*.**.,«„***««***„«***�**,�*****«*******,,.,******..********�*«******************«******«*****************�*,.*****«** Item: 00501 PW-Access/Staging/Erosion Item: 00502 PW-Rough Driveway Grade Item: 00010 BLDG-FOOTING 08/29/2013 By: sgremmer Action: PI Comments: all except interior and exterior pads soils report in file � 10/02/2013 By: sgremmer Action: AP 05/21/2014 By: sgremmerAction: AP Comments: patio 05/27/2014 By: sgremmer Action: AP Comments: patio Item: 00020 BLDG-Foundation/Steel 09/10/2013 By: sgremmer Action: AP 12/17/2013 By: shane Action: PI Comments: angled stell for stairs at SE corner 05/01/2014 By: sgremmerAction: AP Item: 00021 PLAN-ILC Foundation Plan 10/04/2013 By: Warren Action: AP Item: 00110 ELEC-Service 09/05/2013 By: sgremmer Action: PI Comments: temp power 11/21/2013 By: sgremmerAction: AP Item: 00120 ELEC-Rough 04/29/2014 By: sgremmer Action: AP Item: 00210 PLMB-Underground 01/24/2014 By: Martin Action: AP Item: 00200 MECH-Rough 02/18/2014 By: sgremmer Action: PI Comments: Bsmt infloor heat 03/31/2014 By: sgremmerAction: AP Comments: ERV, dryer duct, and bath fans 04/17/2014 By: mdenney Action: AP Comments: main level and upper floor. all in-floor heating complete and approved. 07/23/2014 By: sgremmer Action: AP Comments: fireplace Item: 00220 PLMB-Rough/D.W.V. 04/01/2014 By: sgremmerAction: AP Item: 00230 PLMB-Rough/Water 04/01/2014 By: sgremmer Action: AP Item: 00240 PLMB-Gas Piping 01/15/2014 By: sgremmerAction: PI Comments: Temp meter set OK 01/31/2014 By: Martin Action: PI Comments: New temp gas . line along fence under snow to be sleeved when exposed. Contractor informed 04/01/2014 By: sgremmer Action: AP combination permit_012811 I 06/19/2014 By: JRM Action: AP Comments: 60# AIR TEST OK TO SET METER Item: 00310 MECH-Heating 04/16/2014 By: mdenney Action: PI Comments: garage in-floor heating 05/01/2014 By: sgremmer Action: AP Item: 00320 MECH-Exhaust Hoods 04/29/2014 By: sgremmer Action: AP Item: 00410 Special Inspect-progress rept 05/01/2014 By: sgremmerAction: AP Item: 00022 PLAN-ILC FRAMING 02/10/2014 By: Warren Action: AP Item: 00030 BLDG-Framing 02/10/2014 By: sgremmer Action: DN Comments: Pre-foam insulation inspection, contractor will need to call in for a full frame inspection. 1.tighten all seal plate bolts 2. HHUS410 hangers to be fully nailed off 04/29/2014 By: sgremmer Action: DN Comments: No back to back penitrations of fire wall Provide all SI reports window at top floor landing to be tempered missing inverted HU 3514-2 at roof in living room 05/01/2014 By: sgremmer Action: PI Comments: window at top of stairs to be tempered ok to insulate check at final all windows meet U-value requirements Item: 00050 BLDG-Insulation 02/12/2014 By: sgremmer Action: PI Comments: Pre- foam insulation � 05/12/2014 By: sgremmer Action: PI Comments: BSMT only 05/13/2014 By: sgremmer Action: AP Item: 00060 BLDG-Sheetrock Nail 05/19/2014 By: sgremmer Action: PI Comments: BSMT only 05/20/2014 By: sgremmer Action: PI Comments: elevator shaft 05/27/2014 By: sgremmer Action: AP Item: 00070 BLDG-Misc. Item: 00190 ELEC-Final Item: 00290 PLMB-Final Item: 00390 MECH-Final Item: 00503 PW-Final Driveway Grade Item: 00420 Special Inspect-final rept Item: 00540 BLDG-Final C/O Item: 00539 PW-FINAL C/O Item: 00534 PLAN - FINAL C/O combination permit_012811 TOWN OF VAIL � Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of $110 will be charged upon reissuance of the permit. Application /Permit #(s) information applies to: Attention: Revisions O Response to Correction Letter attached copy of correction letter Q Deferred Submittal her Project Street Address: (Number) (Street) (Suite #) Building /Complex Name: Description of Transmittal/ List of Changes, Items Attached: Applicant Information (architect, contractor, owner /owner's rep) ' Contact Name: CMG ��T3t� Address: City State: Zip: Contact Name: (use additional sheet if necessary) Contact Phone: Building Permits: Revised ADDITIONAL Valuations (Labor & Materials) Contact E -Mail: (DO NOT include original valuation) I hereby acknowledge that I have read this application, filled out Building: $ in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to Plumbing: $ comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according Electrical: $ to the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other Mechanical: $ ordina of the Tow pplicable thereto. X Total: $ 0 Owner /Ow e 's fp resentative Signature (Required) Date Received: For Office Use Only: Fee Paid: Received From: Cash CC: Visa / MC Last 4 CC # Authorization # Check # exp. date: 0 ID [EC[Eoyf� NOV 13 2014 TOWN OF VAIL M CI TI VE ERCT' IE._'... 2470 Bald Mountain Rd Blower Door Report Test Date: November 13, 2014 Builder: Vail Custom Builders Contact: Greg Johnson Site Address: 2470 Bald Mountain Road HERS Rater: Kristen Hartel HERS Rating Company: Active Energies The Town of Vail requires that all new homes must meet or exceed the requirements of the 2012 International Energy Conservation Code (IECC), which requires that air leakage within the home does not exceed 3 ACH50. Air leakage The home was depressurized to the standard -50 Pa of pressure, and a leakage of 1,270CFM @50 was projected. The ACH50 the rating used by the Town of Vail building code and requirements, was calculated to be 2.28. The natural air change per hour (MACH) rate was determined as 0.18. Please call with any questions or concerns. Thank you. Kristen Hartel ACTIVE ENERGIES, INC. 970 - 306 -4248 Kristen(a,,ActiveEnergies.com www.activeenerizies.com IofI 11/13/2014 F: 866.403.3485 1 www.activeenergies.cgm a T VE ERGIES..7. 2470 Bald Mountain Road Duct Leakage Report Test Date: November 13, 2014 Builder: Vail Custom Builders Contact: Greg Johnson Site Address: 2470 Bald Mountain Road HERS Rater: Kristen Hartel HERS Rating Company: Active Energies Active Energies conducted final Duct Leakage Testing for the residence at 2470 Bald Mountain Road on Thursday, November 13, 2014. Construction was completed. The Town of Vail requires that all new homes must meet or exceed the requirements of the 2012 International Energy Conservation Code (IECC), which requires that losses within the duct system do not exceed 4 cubic feet per minute (cfm) to the exterior of the home for every 100 square feet of living space served by each duct system. Results Air Handler Unit Duct Leakage to the Outside (cfm /100 sf) FC -1 3.65 Please call with any questions or concerns. Kristen Hartel ACTIVE ENERGIES, INC. 970 - 306 -4248 Kristenn.ActiveEner2ies.com www.activeenergies.com Pase 1 of 1 11/13/2014 F: 866.403.3485 1 www.activeenergies.com G(� 5020 County Road 154 tech Glenwood Springs, Colorado 81601 Phone: 970-946-7988 HEPWORTH- PAWLAK GEOTECHNICAL Fax: 970- 945-8454 hpgeo a(7hggeotech.com Earthwork Compaction Testing Report Client: Vail Custom Builders Job No.: 113370A Day: Tuesday Attn: Greg Johnson Date: 919114 P.O. Box 2809 Page: 1 of 1 Edwards, Colorado 81632 Project: 2470 Bald Mountain Road, Eagle County, Colorado Weather: Cloudy, calm, light rain Temperature: 580 at 10:45 am Earthwork Contractor: Edwards Excavating Equipment Used: Not observed Description of Earthwork As requested, we performed density testing on the subgrade of the driveway. Tested: Test results were judged to be acceptable. No Proctor reference value for the soil was available at the time of testing. Sample(s) Obtained: We obtained one large bulk composite sample from three potholes hand dug by laborers. Sample was submited to our lab for standard Proctor and classification analysis. Verbal Communication: Greg Johnson with VCB was informed of our test results. Placement and Compaction Procedure: Not observed by HP Geotech. Lift Thickness: Max. Rock Size: Moisture Conditioning: Compactor(s) Used: Number of Passes: Nuclear Gau a Moisture/Density Test Results Location Field Dry Field Field Min. Test Depth or Moisture Comp. Proctor No. Elev. Density Content Comp. Req. Lab No. Driveway subgrade (Pcfl % ( /0) 1 10' N of front door l' below 122.9 12.5 97 95 170 -14 subgrade 2 45' N of front door subgrade 128.8 10.7 102 95 1 170 -14 3 6'S of roadway subgrade 130.1 9.8 103 95 170 -14 Proctor Sample Reference: Lab No. Method Description Max. Dry Dens. % Opt. Moist. 170 -14 1 ASTM D 698 Silty Gravel with Sand 1 126.8 1 9.2 IK IJKCI"VKI CKCJCN I JUYINIUNJN NKGJULI Ur 0UKU0JLKVA I IVNJUr T ILL MLALVMCN I. WCKAVt KCLICUVN 1 KC I.VN I KAU I UK IUI.VN I INUCAYI'LTINU I Kt KCI;UMMU4UtD COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D 6936. Distribution: Vail Custom Builders — Greg .Johnson Justin Orgill Thomas J. Westhoff, CET Field Technician Reviewed By Laboratory Proctor Compaction Test Report 135 130 0 125 U 9. w .N ° C N - 120 LZ 115 ZAV for Sp.G. = 110 2.56 5 7 9 11 13 15 17 Water content, % �— - Rock Corrected --o— - Uncorrected Test specification: ASTM D 698 -00a Method C Standard Oversize corr. applied to each test point Elev/ Depth Classification Nat. Moist. Sp.G. LL Pt % > 3/4 in. % < No.200 USCS AASHTO GM A -4(0) 29 5 17.0 36 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 126.8 pcf Optimum moisture = 9.2 % 121.4 pcf 10.8% Silty Gravel with Sand Project No. 113370A Client: Vail Custom Builders Project: 2470 Bald Mountain Road, Eagle County, Colorado o Location: Potholed at 3 Locations in Driveway Sample Number: 170 -14 Remarks: See Figure I for classification test results. Figure 1 Hepworth- Pawlak Geotechnical, Inc. Glenwood Springs, Colorado Tested By: KO Checked By: TJW 10( 9( 8( 7( LLJ 6( Z E Z 50 LU U W 40 a 30 20 10 0 Particle Size Distribution Report c C C"C c 9 ;�; p o o O o O Y p GRAIN SIZE - mm % +3„ % Gravel % Sand % Fines rse Coa Fine I Coarse Medium Fine Slit Clay 0 17 1 17 1 9 ll 10 36 SIEVE SIZE PERCENT FINER SPEC." PERCENT M. 24 100 I.5 95 .75 83 .375 72 #4 66 #8 58 #16 53 #30 48 #50 44 #100 40 BONNIE!! #200 36 I IN 111111111LE lllimillilli III Y Bill I11NII1III1I1HIl1111 III oil � I GRAIN SIZE - mm % +3„ % Gravel % Sand % Fines rse Coa Fine I Coarse Medium Fine Slit Clay 0 17 1 17 1 9 ll 10 36 SIEVE SIZE PERCENT FINER SPEC." PERCENT PASS? (X--NO) 3 100 I.5 95 .75 83 .375 72 #4 66 #8 58 #16 53 #30 48 #50 44 #100 40 #200 36 Material Description Silty Gravel with Sand Atterbera Limits PL= 24 LL= 29 PI= 5 D85= 21.3829 D30= CU= USCS= GM See Figure 1 for Coefficients D60= 2.8110 D50= 0.7864 D15= DI O= Cc= Classification AASHTO= A -4(0) Remarks standard Proctor compaction results. (no specification provided) Location' Potholed at 3 Locations in Driveway Sample Number: 170 -14 Date: 09/09/2014 Hepworth - Pawlak Client: Vail Custom Builders Geotechnical, Inc. Project: 2470 Bald Mountain Road, Eagle County, Colorado Glenwood Springs, Colorado Project No. 113370A Figure I Tested By: KO Checked By: DAY 3* 5020 County Road 154 tec� Glenwood Springs, 8 81801 Phone: 970- 945 -7988 HEPWQRTH- PAWLAK GEOTECHNICAL Fax: 970-945-8454 hpgeofthogeotech.corn REINFORCEMENT STEEL INSPECTION REPORT Client: Vail Custom Builders Job No.: 113 370A Day: Monday Attn: Greg Johnson Date: 5/19114 P.O. Box 2809 Page: 1 of 1 Edwards, Colorado 81632 Project: 2470 Bald Mountain Road, Eagle County, Colorado Area of Inspection: Southeast Footing Tie4n Epoxied Dowels Reference Documents Structural Drawings provided by the Contractor Used: Inspection Notes: Drilled holes were acceptably free of debris and dust and were a minimum depth of 5 ". AC100 +Gold Adhesive Fastner by Powers was used to epoxy dowels. Inspection Status: ❑ Preliminary ® Final ® Concrete reinforcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: Verbal Greg Johnson with Vail Custom Builders was informed of our inspection. Communication: Distribution: Vail Custom Builders — Greg Johnson Justin Orgill Thomas J. Westhoff, CET Field Technician Reviewed By HP G< o t�h HEPWORTH- PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970- 945 -7988 Fax: 970 - 945 -8454 hpaeoAhpgeotech.com REINFORCEMENT STEEL INSPECTION REPORT Client: Vail Custom Builders Job No.: 113370A Day: Thursday Attn: Greg Johnson Date: 5122114 P.O. Box 2809 Page: 1 of 1 Edwards, Colorado 81632 Project: 2470 Bald Mountain Road, Eagle County, Colorado Area of Inspection: Southeast Walls Tie -In Epoxied Dowels Reference Documents Structural Drawings provided by the Contractor Used: Inspection Notes: Drilled holes were acceptably free of debris and dust and were a minimum depth of 5 ". AC100 +Gold Adhesive Fastner by Powers was used to epoxy dowels. Inspection Status: ❑ Preliminary ® Final ® Concrete reinforcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: Verbal Greg Johnson with Vail Custom Builders was Informed of our inspection. Communication: Distribution: Vail Custom Builders — Greg Johnson Justin Orgill Thomas J. Westhoff, CET Field Technician Reviewed By G< tech HEPWORTH- PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970 -945 -7988 Fax: 970 - 945 -8454 hpgeo _hpgeotech.com REINFORCEMENT STEEL INSPECTION REPORT Client: Vail Custom Builders Job No.: 113 370A Day: Monday/Tuesday Attn: Greg Johnson Date: 09130113 & 1011113 P.O. Box 2809 Page: 1 of 1 Edwards, Colorado 81632 Project: Interior Footing Rebar Inspection, 2470 Bald Mountain Road, Eagle County, Colorado Area of Inspection: Interior footings, Gridline 3.1, C to F, Gridline C, 3.3 to 3.4, and Gridline 4, FtoG Reference Documents Plans provided on site, Section 101S -6, Section 81S -6, and Section 8 1S -6 Used: Inspection Notes: Rebar not ready during our 9/30/13 site visit. Reinforcing was not installed at the time of our arrival on 10/01113. We remained on site and observed the rebar and dowel installation. Inspection Status: ❑ Preliminary // ® Concrete reinforcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: Verbal Contractor was advised of our inspection. Communication: Distribution: Vail Custom Builders — Greg Johnson Joe Benedict Thomas J. Westhoff, CET rksw Field Technician Reviewed By H G5020 len County d S Road 154 Go tech Glenwood Springs, 8 81fi01 Phone: 970 - 945 -7988 Fax: 970 - 945 -8454 HEPWORTH- PAWLAK GEOTECHNICAL hpge2(@_hpqeotech.com REINFORCEMENT STEEL INSPECTION REPORT Client: Vail Custom Builders Job No.: 113 370A Day: Monday/Tuesday Attn: Greg Johnson Date: 09/30/13 & 1011113 P.O. Box 2809 Page: 1 of 1 Edwards, Colorado 81632 Project: Interior Footing Rebar Inspection, 2470 Bald Mountain Road, Eagle County, Colorado Area of Inspection: Interior footings, Gridline 3.1, C to F, Gridline C, 3.3 to 3.4, and Gridline 4, FtoG Reference Documents Plans provided on site, Section 10 /S -6, Section 81S -6, and Section 81S -6 Used: Inspection Notes: Rebar not ready during our 9130113 site visit. Reinforcing was not installed at the time of our arrival on 10101113. We remained on site and observed the rebar and dowel installation. 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: Contractor was advised of our inspection. Distribution: Vail Custom Builders — Greg Johnson Joe Benedict Thomas J. Westhoff, CET /ksw Field Technician Reviewed By LKP Engineering, Inc. CMUGEOTTECHMCAL August 26, 2013 Mr. Benno Scheidegger RE: Open Hole Observation Vail Custom Builders Lot 19, Block 2, Vail Village, 13' Filing P.O. Box 2809 2470 Bald Mountain Road, Town of Vail Edwards, CO 81632 Eagle County, Colorado Project No. 13 -2864 Dear Mr. Scheidegger: At the request of Mr. Greg Johnson of Vail Custom Builders, on August 14, 15, 22 and 23, 2013, we visited the construction site for the proposed new residence on Lot 19, Block 2, Vail Village 13'b Filing, 2470 Bald Mountain Road, Town of Vail, Eagle County, Colorado. The purpose of our site visits was to observe the soils exposed in the foundation excavations for proposed residence and compare them with the findings and recommendations of the Soil and Foundation Investigation Report, under the same project number, dated June 11, 2013. The existing residence was razed. The excavation consisted of trenches and benches stepping into the site. The soil exposed in the foundation excavation consisted of light brown, sandy gravel with cobbles and boulders. The excavation cuts, ranged from about six to eight feet below the existing grade. The soil exposed in the excavation was consistent with the findings and recommendations of the above -named soil's report. The soil exposed in the foundation excavation for the proposed residence is suitable for the designed maximum allowable soil bearing pressure of 2000 psf. The bottom of the excavation was compacted. Soft spots were not reported. The existing slab that was discovered under the pad on the east side of the excavation will need to be removed. The footing pad should be placed on the undisturbed sandy gravel, beneath the slab. We also, recommend compliance with the recommendations of the above -named soil report during the remainder of the construction, specifically with the sections on drainage, grading and irrigation. This report has been prepared according 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 or implied. If you have any questions, please do not hesitate to call. Sincerely, LKP Engineering, Inc. Luiza Petrovska, PE J:\—WP X4 -LKP\ 2013 \13- 2864open.wpd ©' :R G ` D 29525 . C= - D • • OL. O� Noetat9 G� P.O. Box 2837, Edwards, CO 81632 Tel (970) 926 -9088 www.lkpenginecring.com Boulder Environmental Management, Inc. 2400 Broadway St., Unit B, Boulder, CO 80304 Phone: (303) 382 -1175 Fax: 1 (866) 699 -4121 ASBESTOS SURVEY AND BULK SAMPLING REPORT FOR BUILDING DEMOLITION OF 2470 Bald Mountain,Vail, Colorado Introduction: On May 25, 2013, Boulder Environmental Management, Inc.'s building inspector, Chris Maron, conducted an asbestos - containing materials survey. The purpose of the survey was to identify asbestos containing materials (ACM) and materials presumed to contain asbestos (PACM) as defined by the Environmental Protection Agency (EPA) for the purposes of eventual building demolition. Sampling: During the sampling process, suspect ACM was separated into three EPA categories. These categories are thermal system insulation (TSI), surfacing ACM, and miscellaneous ACM. TSI includes all materials used to prevent heat loss or gain or water condensation on mechanical systems. Examples of TSI are pipe coverings, boiler insulation, duct wrap, and mud packed fitting cement. Surfacing ACM includes all ACM that is sprayed, trowelled, or otherwise applied to a surface. These applications are most commonly used in fireproofing, decorative and acoustical applications. Miscellaneous materials include all ACM not listed in the thermal system insulation or surfacing categories, such as linoleum, vinyl asbestos flooring, and ceiling tile. Boulder Environmental Management, Inc. followed EPA recommended sampling guidelines for identification of asbestos in bulk matrices. A set of one (1), three (3), five (5), or seven (7) samples were collected for each material type and analyzed by Polarized Light Microscopy (PLM). Each sample set was systematically analyzed. Upon determination that a sample in a set contained asbestos, analysis of the remaining samples in the set was discontinued. If no asbestos was detected during the analyses, the suspect material was determined to be negative for asbestos content. *Asbestos *Lead *Industrial Hygiene* Safety *Final Air Testing* *Health and Safety Training* Boulder Environmental Management, Inc. 2400 Broadway St., Unit B, Boulder, CO 80304 Phone: (303) 382 -1175 Fax: 1(866) 699 -4121 Results: The following materials are presumed to be asbestos containing: PRESUMED ASBESTOS CONTAINING MATERIALS MATERIAL LOCATION Tar impregnated roofing* Roof Window glazing* Exterior windows Floor tiles and associated mastic* Locations not noted ' Certain non - triable asbestos containing materials such as those noted may remain in a building during demolition The following materials were analyzed and determined to be asbestos - containing utilizing polarized light microscopy (PLM). ASBESTOS - CONTAINING MATERIALS MATERIAL SAMPLE SAMPLE ID CONTENT LOCATION Joint compound West side hall closet 5- 25 -CM -1 2% Chrysotile* component of level 4 finished drywall system* The asbestos concentration of a drywall system with asbestos containing joint compound applied only to joints, tape, screws and/or nails may be calculated as a composite of other components or layers of the drywall system (i.e. tape, mesh, paper, gypsum) as long as the system is not finished with a skim coat of joint compound. ( The composite asbestos concentration of this drywall system is 1% asbestos or less and may remain in the building during conventional building demolition. *Asbestos *Lead *Industrial Hygiene *Safety *Final Air Testing* *Health and Safety Training* Boulder Environmental Management, Inc. 2400 Broadway St., Unit B, Boulder, CO 80304 Phone: (303) 382 -1175 Fax: 1 (866) 699 -4121 The following materials were analyzed and determined to be non asbestos - containing utilizing polarized light microscopy (PLM). NON ASBESTOS - CONTAINING MATERIALS MATERIAL LOCATION SAMPLE ID Sheet flooring East side laundry 5- 25 -CM -2 Texture drywall Back bedroom east wall 5- 25 -CM -3A Front bedroom east wall 5- 25 -CM -4A Hall 5- 25 -CM -5A Bathroom 5- 25 -CM -6A Discussion: Sample analyses results are reported in percentages of asbestos and non - asbestos components. The EPA defines any material that contains greater than one percent (1 %) asbestos, utilizing PLM, as being an asbestos containing material. Materials that are identified as "none detected" are specified as not containing asbestos. Asbestos removal permit or notification requirements: When the quantity of ACBM to be removed exceeds "> 260 LF or 160 SF or a 55- gallon drum ", a permit or notification and a ten working day waiting period are required before a permit is valid. These circumstances also require a notification fee of $80 for a non - friable asbestos removal or a permit fee of $400 for a friable asbestos removal. These trigger levels apply to all SFRD's which are intended to be demolished. Obtaining a State Demolition Permit: { Prior to building demolition/relocation/burning, Colorado requires a state issued demolition permit. The building, or portion thereof, must be free of regulated asbestos containing materials before application for the demolition permit. There is a 10 working -day advance notification requirement for permit applications. Day 1 is the 1St business day following the postmark or hand - delivery date. (Working Day means Monday through Friday and including holidays that falls on any of the days Monday through Friday.) An inspector accredited by the EPA and CDPHE must sign a statement (in blue ink) certifying that the building is eligible for demolition to begin the demolition permit application process. If a demolition follows a permitted or noticed asbestos abatement project within 10 business days of the completion of the abatement project, the 10 working -day advance notification requirement will be waived. *Asbestos *Lead *Industrial Hygiene* Safety *Final Air Testing* *Health and Safety Training* Boulder Environmental Management, Inc. 2400 Broadway St., Unit B, Boulder, CO 80304 Phone: (303) 382 -1175 Fax: 1 (866) 699 -4121 Upon request, (as it typically serves your project timeline), BEM will forward the required original application, signed in blue ink, directly to the demolition contractor if you have selected one. This way you are not deemed a courier and do not incur further inconvenience prior to beginning the ten working days after CDPHE receives the fee and application necessary to obtain a demolition permit. Conclusion: No asbestos abatement is required prior to conventional, complete building demolition. Please see section regarding obtaining a demolition permit. Workers disturbing asbestos containing materials must be OSHA/EPA trained and asbestos containing materials must be disposed of in a land -fill approved by the EPA to receive asbestos waste. Non- friable asbestos containing materials as noted may remain in a building during demolition. Occupational Safety and Health Administration guidelines should be followed while disturbing or handling these materials. State of Colorado licenses and certifications for asbestos handling are not required so long as materials remain non- friable. The results of this survey pertain only to materials tested. The laboratory reports supporting these findings above are attached. Please contact Boulder Environmental Management, Inc. if you have any questions or concerns regarding this report. Sincerely, Chris Maron Project Manager *Asbestos *Lead *Industrial Hygiene *Safety *Final Air Testing* *Health and Safety Training* Reservoirs Environmental, Inc. Effective January 1, 2012 Reservoirs Environmental QA Manual T: \QAQC \Lab \Reservoirs Environmental QA Manual.doc RE-.49A.- T Reservoirs Environmental, Inc. May 30, 2013 Subcontract Number: NA Laboratory Report: RES 260771 -1 Project # / P.O. # None Given Project Description: 2470 Bald Mtn, Vail Chris Maron Boulder Environmental Management 2400 Broadway, Unit B Boulder CO 80304 Dear Customer, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program ( NVLAP), Lab Code 101896 -0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 260771 -1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303 - 964 -1986. Sincerely, Jeanne Spencer President P: 303. 964 -1986 5801 Logan Street, Suite 100 Denver, CO 80216 1- 866 -RESI -ENV F: 303.477 -4275 www.reilab.com Page 1 of 3 0 N Z "> LU W 0, Z J Q F- Z cW 0 (p C 0) D2 NZ O LL N O Z m W a I z O W W ft R =o E E C c 0 0 LU c c e N N d v M_ O O Cl) O (6 O J N N c m U 2 H E o: W J m a H C d II1 tC C R C E C O r � r > C n W O N LU fA 3 w m N E Z L 0 � C W U C C � Cl) -0 � m Q C) C ti O Z N m m a) E 0 CO W m Q 'O N N 0 a� o E a� v o � � C U U O � Q 0 n� d z �- t O C. d M Cl) T- e- N O N N ON 0 M .. (T4 2F (C �aN� O n: E o (D .° •> E U U E N U N Z 0 N N U U O_ N N (u a O > O . T O E �-- a s m .N o c Y Y f4 Q N 0) +O+ (p C N C)00 <0 N N C O —C O 00 CO In LO O 0) O 00 CO 0) O LO O O 00 r �.O LO LO O 00 00 O O O O LO O O O 0 0� Z c r r r r -0 iz o 0. 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(7 'a N c� h p N N N! js .r f N lR N N M a D j = O o �, a o �m� a w w vE O o �° c LU aq E U o E C ` U m K Li O 2 u; `n i 0- o � e L 3 m � 0Q co NN V {Qb N 4 O � m a g -- 3 Ei A i s� a 3 � a z a z E E 0 0 N a Boulder Environmental Management, Inc., -2- (�, ? ? 1 2400 Broadway, Unit B, Boulder, CO 80304, Phone: (303) 382 -1175, Fax: 1 (866) 699 -4121, Email: Chris@BotilderEnviroiimental.com BoulderEnvironmental.com BULK SAMPLE LOG LOCATION: '..` r� 5c,t . ! V COMPANY BILLING INFO: V i DATE: I /2S Address , COY Zip: NAME: Phone Mobile Fax Email SCOPE: ❑ Complete building demolition ❑ Renovationlrestoration ❑ Sample per client's direction ❑ AHERA Protocol followed - Minimum 3 samples, 5 samples for surfacing materials I,000s,f.- 5,000s.f., 7 samples if >5,000s.f ('ONCTR I WTInN R.R A - SAMPLE ID MATERIAL SAMPLED BUILDING/LOCATION QUANTITY C___ �l s,'c���,I 1 Clv'� 141�� Rs- F llj` f ❑ Duct - work ❑ Boiler insulation ❑ Pipes (radiant / domestic) ❑ Flue ❑ Breeching cement ACCESSSED: ❑ Crawl space ❑ Basement ❑ Attic ❑ Roof ❑ under carpeting, built up floors ❑ Type of heating system(s) ❑ Steam, ❑ Forced air, ❑ Electric baseboard, ❑ Stove PACM AREA(s) INACCESSIBLE SAMPLES COLLECTED BY: L��_ DATE.V 75) 4 TIME: SAMPLES RECEIVED BY: DATE: TIME: .... _:- n :. i' ,. .. #. �.�ii i �y �.��.�l ••y,• *t f.•.Ej 4is i 1. :,r� at•f�a;.�T�. is � °ri r § itsa� �t� t't•�`s.. ."a itfr J•1.,� °ikU6 �kij;+�r+ .��k._ei #�i� ie�: °i: �R \a�ii a,. {�rtfi ' . ii�kt a r n. ,;��YkY ti: ``+�� i'{'i ..iiik ±lOi �� r iii. .•Mly.y #1 ei r i•ic1 {rk �df i Yhiy #1ist� +�+ e..Z trFJ tr lJ�. %Y:r'!k #f %ilr � tit rar{�,�t Y � r i a �Re J �. 1 i r i :r r•~,�. + rrrf �r`�ii }err '.. .fir �� t ..'�..4 � Vie' •R�ir` �•It \t�1F , f•f�� �Y y,' j� \�Y, rr 1 Y '. - y � � � � ( Ji \ f.l .I,IV_wyr, "..•r iwt 0..L. .s •..J" j ._�M i .' _ - ♦y STATE OF COLORADO �� �. ASBESTOS r'.'• fs� • \ham V. I J CERTIFICATION* f . Colorado Department of Public Health and Environment Air Pollution Control Division vs: N• f •� a. e� This certifies that Chris Maron Certification No: 615 � � s ft. �~ 1; has met the requirements of 25 -7 -507, C.R.S. and Air Quality Control Commission Regulation No. 8, Part B, and is hereby certified by the ` -. state of Colorado in the following discipline: j. N _ i Inspector /Management Planner* .y Issued: 9/25/2012 Expires on: 9!25/2013 Ay thorized APCD Representative r' ' -`ctN * Tltrs cerlificare is slid nnlp with die possessing of a cgrrenl Dirisrun- oppr�red lru;nirtg c. =ursr i r •� certification in the discipline specified uhmr. - ,+i� , •� `Yf e\ a �yIr^ -; �k �YJ a ^ Yk z t��\ f J, \,.�J is \' rr" J ! \• J �. j° t•ht! aYki` -, \ \'� 'u. y 1"% Z \k\ f •• \�-a•,j !r' t♦ , i Yk+�rri t ,i: \i iR� r . f Ya. f 1 t�r r k. I..'� {���ti ,\. 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N G M O m O / [J o" r W cu Lo E U W U W f GS. �f ci ✓y r� z W ::E z O Z W J V `i, Se U Z ul w U w N Cl) N O O OD O `° Z a ~ O Q CL Q: 'Q or�vM W CC 0 IT W C °� MO o M LL aj M O ,. U OC) JHLL LU U 3 U = C: C c� U � Q Q: L O O ,. U OC) ` J U o Z �1 C: C o ° -' U L. U) -0 03 Y U U v cr- z az I0 -0 CID o Q v 1-- o >. _ -� H ° o U Q z o 0 w W o v Q _ �- Q) o -ai O CL -0 .- cti � M a o �QN Q a Q v CDz "l- Fz o. w 7 Q w LO o 6 � U (6 LO O X N X i- UWU W OF COlO C� O DEMOLITION NOTIFICATION APPLICATION FORM *� * APPLICATION FEE MUST ACCOMPANY THIS FORM X876 * INCOMPLETE APPLICATIONS WILL BE RETURNED Colorado Department (Notice will be mailed to the demolition contractor unless specified otherwise) of public Health and Environment Fee: $50 + $5 per 1000 ft2 of area to be demolished = $ (See instruction #1 on reverse side) Submit form to: Permit Coordinator Colorado Dept. of Public Health and Environment APCD -IE -B1 4300 Cherry Creek Drive South Denver, CO 80246 -1530 Phone: 303-692-3100 Fax: 303 - 782 -0278 Asbestos@state.co.us * Regulated asbestos - containing materials means (a) friable asbestos - containing material, (b) Category I nonfriable ACM that has become friable, (c) Category I nonfriable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading or (d) Category II nonfriable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations regulated by this regulation. Note: Asbestos - containing sheet vinyl and linoleum must be properly abated /removed prior to demolition. Fn DWA08 Company Name: Building Name: SFR Street: Square footage of footprint of facility or portion of facility to be demolished L +- City: State: Zip Code: Street: CO 4) 2470 Bald Mountain = •) Telephone # P Fax # city: tY Count Y Zip Code: P 0 ( ) ( o Vail Eagle 81657 = = Project Manager: Phone # Proposed Start Date Proposed Completion Date /Cell \...._.... O _..... - - -- ........—..__._._............----.... _- ........- ...- . -_. p�._..._._... ------ ..__....__......._.__ I certi that the Certified Asbestos Building Inspector has informed me E Method /Means of Demolition: O about any remaining asbestos - containing materials in the facility to be 4) E demolished. t ® wrecking El Burning El Implosion [I Moving El Other, specify: Signature: Print Name: t Burning requires additional authorization – Please call (303) 692 -3100 and ask Landfill Receiving Building Debris: to speak to the Open Burning Permit Coordinator General Abatement Contractor (GAC) L Owner's Name: N/A = L p M .0. �+ CDPHE Asbestos Permit # Total Quantity of Asbestos Removed Street: y p M N/A N/A L E = ai Date Removal Completed Telephone # City: State: Zip Code: Q V N/A ( ) N/A CO m Type(s) of Asbestos - Containing Material Removed: Contact's Name: Telephone # N/A Mr. Ted Leach (970) 376 -0802 With my signature below, I certify that I possess current AHERA accreditation and state of Colorado certification as c an Asbestos Building Inspector. I also certify that I have thoroughly inspected the facility to be demolished, as listed in the Demolition Site block above, sampled all suspect materials, had all samples analyzed for the presence of Q asbestos by a NVLAP- accredited laboratory, and have determined that no Regulated ACM exists anywhere in the facility.* I also certify that I have informed the owner /operator of the facility or the demolition contractor that any = N o asbestos - containing material allowed to stay in the facility must remain non - friable during demolition. Specify type(s) yM of ACM remaining, below: (check appropriate box(es)): ® Vinyl asbestos floor tile (VAT) ® VAT mastic ® Tar /asphalt impregnated roofing ® Asphaltic pipe coatings v Spray-applied tar coatings ® Caulking ® Glazin ❑ Other, specify: Sign re: (In Blue Ink) Printed Name: 2 j f Chris Moron V Date of Fi ection CO Cert # Expiration Date Telephone # Cell Phone # 5/25/13 615 9/25/13 (303) 382 -1175 (303) 817 -8243 1 verify that all refrigerants from air conditioning /refrigeration appliances have been properly recovered in accordance with AQCC Regulation No. 15 (for information on CFC requirements call 692 - 3100). 1 further verify that all luminous exit signs (containing radioactive material) have been C p disposed of in accordance with 6 CCR 1007 -1 subpart 3.6.4.3 (for information on luminous exit sign requirements call 303 - 692 - 3320). iCHECK THE APPROPRIATE BOX: Co 3 ❑ Building Owner ❑ Contractor ❑ Other Date: U Signature: Print Name: THIS BOX Is FOR CDPHE USE ONLY: Postmark or Hand Delivery Date: Approved By Code: ❑ initial -310 ❑ transfer -380 Form of Payment & #: Permit #: Record # Date Issued: * Regulated asbestos - containing materials means (a) friable asbestos - containing material, (b) Category I nonfriable ACM that has become friable, (c) Category I nonfriable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading or (d) Category II nonfriable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations regulated by this regulation. Note: Asbestos - containing sheet vinyl and linoleum must be properly abated /removed prior to demolition. Fn DWA08 Demolition Notice Application Form Information and Instructions: To determine the proper amount for the application fee, multiply the length of the building (lineal feet) by the width of the building (lineal feet). Divide the total by 1000, round the result p to the next whole number and multiply this number by 5$. This is the square footage fee. Add the square footage fee to the base fee of $50 and submit the total amount to the Division along with the demolition notice application form. Ex: 40ft. x 52ft. = 2080 square feet; 2080/1000 = 2.08 (round up to 3); 3 x $5 = $15 (square footage fee) $15 + $50 (base fee) _ $65 total application fee. 2. In the event that only a load- bearing member is demolished, the square footage fee is calculated the same way as in "number 1 ". However, you only need to calculate the actual footprint of the load- bearing member. 3. Ali spaces must be filled in on the application. If the information is not applicable, please write N /A. Incomplete information may result in a delay in processing the application, which may delay your project. 4. We must have proposed start and end dates for the demolition. 5. There is a 10 working -day advance notification requirement for permit applications. Day 1 is the 1 st business day following the postmark or hand - delivery date. (Do not count Saturdays, Sundays or holidays.) 6. The Colorado- certified asbestos inspector must sign the form in blue ink. (Original signature must be submitted.) The building owner or the contractor must also sign the application certifying that all refrigerants and luminous signs have been properly removed from the site. 7. If the notice must be modified after the application has been submitted, notify the Asbestos Unit by fax at 303 - 782 -0278 or e-mail at asbestos(a-state.co.us by the end of the next regular State business day following the modification. Project modifications include discovery of unidentified asbestos - containing materials, changes in scope of work or the scheduled work dates. Please use the Permit/Notice Modification Form. 8. Recycling of materials, such as concrete or wood, that are bonded or contaminated with asbestos - containing material (ACM), such as floor tile or mastic, is NOT permitted. 9. Demolition of a building that has non - friable asbestos - containing materials remaining must be completed without causing the asbestos - containing materials to become friable. Burning a building with any asbestos - containing materials is PROHIBITED. Concrete floors covered with floor tile shall be removed in as large sections as possible. Operations such as crushing, pneumatic jacking, etc. of materials containing asbestos are not permitted. 10. All provisions of laws and ordinances governing this type of work shall be complied with whether specified herein or not. Demolition permits or approval notices appearing to give authority to violate or override the provisions of any other laws or ordinances shall be invalid. Furthermore, demolition permits or approval notices issued in error or based upon incorrect information supplied to the Division shall also be invalid. Form. DNA08 __ _ Department of Community Development 75 South Frontage Road TOWN OF VAIC�' vai�, co s�ss� Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will be charged upon reissuance of the permit. Application/Permit#(s)information applies to: Attention: evisions ��1 -� � G � �, �'J.�J� Response to Correction Letter � � -t�� �attached copy of correction letter �/_� , 1 3 ` r; l q Q�Deferred Submittal 5L L' ( � ��J�U� S�_ l.v� Other Project Street Address: �� �-�f 7� �'�� /�,Z"r� r (Number) (Street) (Suite#) 52"��,�7"e ti ` Building/Complex Name: Description of Transmittal/List of Changes, Items Attached: -- �r� �- � Applicant Information (architect,contractor,owner/owner's rep) Contact Name: � �,��liL �`��� CU�L��3?S' Address: City State: Zip: � CqntaCt Name: ��i�NU �`�'�t �`t���use additional sheet if necessary) � Contact Phone: ��� �33� �� � ��' Building Permits: ��.���C� L p�•4���,` �,Q.y Revised ADDITIONAL Valuations(Labor&Materials) Contact E-Mail: S��'1° � � (DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out Building: $ in full the information required,completed an accurate plot plan, and state that all the information as required is correct. I agree to Plumbing: $ comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according Electrical: $ to the town's zoning and subdivision codes, design review ap- prov , International Building and Residential Codes and other Mechanical: $ ordi ' ces of the Town applicable thereto. X � �'�—�_.______�___._,.. ______� __._- Total: $0 Owner/Owner's Representative Signature(Required) Date Received: For Oftice Use Only: Fee Paid: Received From: Cash Check# CC: Visa/MC Last 4 CC# exp.date: Authorization# �''``� ��:� Department of Community Development 75 South Frontage Road �'��� �� �r�j� - ` Vail, CO 81657 Tel: 970.4792128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will be charged upon reissuance of the permit. __...._.______.__._.__-.-.---________.__.._..--__....__._. _._._._._......_.....__._.__.._._.._......____.__.._...___...._.__._.._...__....._.____.............__..._.__...____�_�...__._..._.....-----...__._.....__.__..........._................_......._-_.._.. �Application/Permit#(s)information applies to. , Attention: ((�j Revisions #, (^J Response to Correction Letter � � � �= �attached copy of correction letter r-7.�� , 2 �)`�� Q�Deferred Submi�i�� �� L( Other Project Street Address: - ��� /��u��,�: (Number) (Street) (Suite#) � Building/Complex Name: Description of Transmittal/List of Changes, Items Attached: � - � 1,�� ;Applicant Information - I ;(architect,contra{ct,� ,�nqf6o`�%�ep) �u`�• L�� ! �� C�, �c.� !Contact Name: �� r Ji9 j�� i ��( �Address: d���9 ,��5 cGG� S /� • ',City�-����State: � Zip: �� v 3 � i / � r �COntact Name: C�� �3- ��p/f�J jL�/�i (use additional sheet if necessary) Contact Phone: ��C� � ���v ` � �G�J' guilding Permits: � /�, a, Revised ADDITIONAL Valuations(Labor 8�Materials) Contact E-Mail: G�� �G� ,�� ��� . �2 (DO NOT include original valuation) � I hereby acknowledge that I have read this application,filled out Building: $ � in full the information required,completed an accurate plot plan, i and state that all the information as required is correct. I agree to Plumbing: $ � comply with the information and plot plan,to comply with all Town I ordinances and state laws, and to build this structure according Electrical: $ j to the town's zoning and subdivision codes, design review ap- ; proved, International Building and Residential Codes and other Mechanical: $ ordinances of the Town applicable thereto. , I X Total: $� ;Owner/Ow 's Re resent ve ignature(Required) __.___.__.._.__........._.-----....__......_.._.______,_._.._—.—.__....._.._......---_.................__ _. L __ �._.. .--���.-_�......_..__._._...__...._.._..-.---_.......__..._..-.--__. Date Received: �v � �/ �� �-��a�- �► N� �' � � � ��� �or ot��e use a��y: p Fee Paid: ��p �� �oy� Received From: Q � Cash Check# CC: Visa/MC Last 4 CC# exp.date: Authorization# TOWN OF VAIL �q 0 Vail,Department of Community Development 75 South Frontage Road TOWN OF VAIL ' CO 81657 Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will bE -harged upon reissuarce of the permit. Application/Permit#(s) information applies to: Attention: ( ) Revisions // �r� ( ) Response to Correction Letter 0 2i2EN attached copy of correction letter Fl -y 1 s^ O 1 Q ( j Deferred Submittal K Other. Prot �ree ress: (Number) (Street) 1 (Suite#) Building/Complex Name: 12E:� / bC-Aje4escription of Transmittal/List of Changes, Items Attached: Applicant Information (architect, contractor, owner/owner's re ( i Contact Name::/ ` h Address: 04 �b City State: Zip: 1 �3 Contact Name: (use additional sheet if necessary) S Contact Phone: 6a Building Permits: J Revised ADDITIONAL Valuations (Labor&Materials) Contact E-Mail: h—(DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out Building: $ in full the information required,completed an accurate plot plan, and state that all the information as required is correct. I agree to s Plumbing: $ comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according Electrical: $ to the town's zoning and subdivision codes, design review ap- proved,International Buildingapd Residential Codes and other Mechanical: $ ordinances he To ap i ble thereto. X Total: $ � Owner/Owner's p entative Signature(Required) Date Received: D CCU 0W [E For Office Use Only: OCT 0 3 20113 Fee Paid: Received From: TOWN OF ,VAIL Cash Check# CC: Visa/MC Last 4 CC# exp.date: Authorization# � Department of Community Development 75 South Frontage Road � Vail, CO 81657 TQ WN 0 F VA I L � � Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will be charged upon reissuance of the permit. ApplicationlPermit#(s) information applies to: �..� �� I Attention: �Revisions ( ) Response to Correction Letter ���-- (�7��j� � attached copy of correction letter � � ` �( � ( ) Deferred Submittal �� �, � ( ) Other Project Street Address: , �_ � ,, a,�� �� (Number) (Street) (Suite#) Building/Complex Name: `'T�"��V� ��� Description of Transmittal/List of Changes, Items Attached: r �'�1 S(� i-�S "�O �o�-�v��()„ �'O'�/� Applicant,Information ��wL (architect, ontractor wner/owner's rep) ., `� Contact Name: � `-�`^'� �'��� Address: City ��-'��S State: �0 Zip: �t��o� �- Contact Name: ���1v1C% ��.Q( �`��'t'2 (use additional sheet if necessary) Contact Phone: ��� �� �J 3l r .� � '77C� Building Permits: `�,� • '_•,D�„L����,/�„� � Revised ADDITIONAL Valuations (Labor&Materia.ls) Contact E-Mail: r� ���� � � `�'`��• �j�n �3 �DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out Building: $ �� � �� in full the information required,completed an accurate plot plan, and state that all the information as required is correct. I agree to Plumbing: $ comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according ';Electrical: $ to the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other Mechanical: $ ordi nces of e Town applicable thereto. X Total: $� O O C� Owner/Owner's Representative Signature(Required) Date Received: n, � � L� Il V � U For Office Use Only: r � � �0�� Fee Paid: Q�u Received From: ,� Cash Check# TOWN OF VAIL CC: Visa/MC Last 4 CC# exp.date: Authorization # � � � _ �a � � �l�ye & I3rielle Stockton i 2-1�70 13a1d Mouittain Road�Vail,CO 81657� Yliouc:970-�47G-0033 l�:�'I�uL�}�cslocklou�gmail.com L'� � � �� " t�--, Datc:,July 26, 2413 � .JUL 2 9 2013 Martin Haeberle -�'pWN OF VAIL Chief Building Official To�of v�1 75 S.Frontage Rd. Vail,CO 81657 Dear Martin: Enclosed witl�this letter is my payment in the amount of$49,074.69 on account of the Town of Vail's uses tax and building permit fees for construction of my family's home at 2470 Bald Mountain Road. As you know,my contractor and I believe that this fee is incorrect and based on a cost/value of this project far exceeds my budget. However,in order to keep my project on schedule, I am paying the full amount the Town requests with the understanding, based on statements by JR Mondrgan,that the Town will revisit this with me in order to determine the actual fees due. If the fees due are less than the amount I am paying today,I understand that the Town will refund the difference to me. Sincerely, ��' l "I,y Slockloil LKP Engineering, Inc. CIVIUGEOTECH\ICAL SOIL AND FOUNDATION INVESTIGATION FOR THE PROPOSED STOCKTON RESIDENCE LOT 19,BLOCK 2,VAIL VILLAGE, 13TH FILING 2470 BALD MOUNTAIN ROAD,TOWN OF VAIL EAGLE COUNTY, COLORADO PROJECT NO. 13-2864 JUNE 11,2013 �ey•tt.eg 2 B I? P Z) ET �s � • :� -v; 2952 _ C /��prin►trutttllt+��``�`` i PREPARED FOR: MR.MICHAEL SUMAN SUMAN ARCHITECTS 141 EAST MEADOW DRIVE, SUITE 211 VAIL,CO 81657 P.O. Box 2837,Edwards,CO 81632 Tel(970) 926-9088,www.lkpen ineerin .com TABLE OF CONTENTS EXECUTIVE SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SCOPE OF STUDY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SITE DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 PROPOSED CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 FIELD INVESTIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 SUBSURFACE SOIL AND GROUNDWATER CONDITION . . . . . . . . . . . . . . . . . . . . . . . . . 3 FOUNDATION RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 EXCAVATION DIFFICULTIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 SLAB CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 RETAINING WALLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 UNDERDRAIN SYSTEM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 SITE GRADING AND DRAINAGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 LAWN IRRIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 LIMITATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 FIGURES LOCATION SKETCH . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .DRAWING NO. 1 SUBSURFACE EXPLORATION LOG. . . . . . . . . . . . . . . . . . . . . . . . . . . FIGURE NO. 1 PERIMETER DRAIN . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . FIGURE NO. 2 P.O.Box 2837,Edwards,CO 81632 Tel (970) 926-9088,www.lkl2en2ineerin2.com 2 EXECUTIVE SUMMARY The proposed duplex should be supported with conventional type spread footings, designed for an allowable soil bearing pressure of 3000 psf. They should construct the footings on the undisturbed, sandy gravel with cobbles and boulders. See Foundation Recommendations for other alternatives. SCOPE OF STUDY This report presents the results of a subsurface Soil and Foundation Investigation for a proposed duplex to be constructed on Lot 19, Block 2, Vail Village, 13'h Filing, Town of Vail, Eagle County, Colorado. The purpose of the subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soil and to provide recommendations for the foundation design, grading, and drainage. Geologic Hazard studies are outside of our scope of services. SITE DESCRIPTION Lot 19 is a 0.361-acres lot, at 2470 Bald Mountain Road, Edwards, Town of Vail, Eagle County, Colorado. The topography is moderate to with some short and steep banks down from the road toward the existing residence and from the south side of the existing residence to the south and west property lines, which slope to the south and southwest. Vegetation on the lot consisted of pines, aspens and landscaped grass. The lot has an existing duplex. To the east and west of the lot are residences. LKP Engineering, Inc. 3 PROPOSED CONSTRUCTION The existing duplex will be completely removed, including the existing foundation, and the proposed single family residence will consist of a two-story, wood frame construction,with a walkout basement, on a concrete foundation. The walkout basement will be on south side of the lot. The foundation on the north portion of the lot will be at frost depth. Loads are anticipated to be light,typical of residential construction. If the finalized plans differ significantly from the above understanding, they should notify us to reevaluate the recommendations of this report. FIELD INVESTIGATION The field investigation, conducted on June 6, 2013, consisted of drilling, logging and sampling one test bore. The test bore location is shown on Drawing No. 1. Drilling of the test bore was done with a 4-inch diameter, a continuous flight power auger on a track mounted, drill rig. Soil samples for laboratory soil analysis and observation were taken at selected intervals with a California and Split Spoon Samplers, advanced with a 140-pound hammer, falling 30 inches. We show the soil profiles of the test bore on the Subsurface Exploration Log, Figure No. one. Soil samples for laboratory soil analysis and observation were taken at selected intervals. SUBSURFACE SOIL AND GROUNDWATER CONDITION The soil profile encountered in the test bore is as follows: Test Boring No. 1 had about six inches of topsoil over approximately three and half feet of fill over approximately three feet of reddish brown gravelly sand underlain by reddish brown, sandy gravel with cobbles and boulders. Refusal was encountered on the boulders at nine feet below the existing grade. Ground water was not encountered. LKP Engineering, Inc. 4 FOUNDATION RECOMMENDATIONS The proposed Stockton Residence should be supported with conventional type spread footings, designed for a maximum allowable soil bearing pressure of 3000 psf. The footings should be placed on undisturbed sandy gravel with cobbles and boulders, below all topsoil and fill material. The entire foundation must be supported on the sandy Qravel with cobbles and boulders. The undersigned engineer must observe the foundation excavation to verify that the soil conditions are as anticipated based on the information from the test bore. For any additional foundation alternatives,please contact our office. Continuous foundation walls should be well reinforced,top and bottom, to span an unsupported length of at least 10 feet. A minimum backfill cover, as required by the local building department, should be provided for frost protection of the footing subsoils. The foundation excavation should be free from excavation spoils, frost, organics and standing water. Any overexcavation within the proposed foundation, should be backfilled, in 8 inches loose, level lifts and compacted to 98%of the maximum dry density and within 2 percent of the optimum moisture content as determined in a laboratory from a Standard Proctor test (ASTM D-698). Structural fill, placed under footings, should be tested by a qualified professional on regular basis. Contact the engineer before placing any structural fill. The on-site soil free from topsoil, organics, and rock fragments smaller than six inches, is suitable backfill material. Voids left in the excavation, due to rock removal, should be filled with lean concrete or clean crush rock, approved by the engineer. The footings should be constructed on a level surface. LKP Engineering, Inc. 5 EXCAVATION DIFFICULTIES From the condition of the large sandstone boulders in the test bore,we assume that the excavation can be done with large excavation machinery. Excavation of narrow utility trenches might be more difficult. SLAB CONSTRUCTION The natural on-site soils, exclusive of topsoil, organics and fill material, are suitable to support lightly loaded slab-on-grade construction. The subgrade for the slab-on-grade construction should be proof compacted to detect and remove soft spots. They should backfill overexcavated soft spots and other underslab fill with the on-site soil, free from topsoil and organics, or other suitable material, compacted to a minimum of 95 percent of the maximum standard Proctor density (ASTM D-698). Suitable material should be free from topsoil, organics and rock fragments greater than 3 inches. The concrete slab should be constructed over a 4-inch layer of clean gravel consisting of -3/4 inch gravel with at least 50%retained on the No. 4 sieve and less than 3 percent passing the No. 200 sieve. They should reinforce the concrete slab-on-grade and score control joints according to the American Concrete Institute requirements and per the recommendations of the designer to reduce damage due to shrinkage. The concrete slab should be separated from the foundation walls and columns with expansion joints to allow for independent movement without causing damage. LKP Engineering, Inc. 6 RETAINING WALLS They should design foundation walls retaining earth and retaining structures that are laterally supported 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. Passive earth pressure of 350 psf can be used for the lateral pressure against the sides of the footings. Resistance to sliding at the bottom of the footings can be calculated based on a coefficient of friction of 0.5. Undisturbed soil or a structural fill compacted to 100 percent of the maximum dry density and within 2 percent of the optimum moisture content shall be used to resist lateral loads at the sides of the footings. 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 backfill 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. UNDERDRAIN SYSTEM To reduce the risk of surface water infiltrating the foundation subsoil(and the development of a perched water condition) installation of a foundation perimeter drain is recommended. The foundation perimeter drain should consist of a 4-inch diameter perforated pipe sloped to a suitable gravity outlet, or to a sump pump location. The drain should slope at 1/4 inch per foot if flexible or at 1/8 of an inch if rigid pipe is used. 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 placed over the 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 LKP Engineering, Inc. surface to prevent a buildup of hydrostatic pressure. The top one foot of the backfill material should consist of a relatively impervious fill. The backfill should slope away from the building. SITE GRADING AND DRAINAGE A site plan was not available for review at this time. The following recommendations are general in nature. 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 or permanent cuts, 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. Exterior backfill should be compacted at or near the optimum moisture content to at least 95%of the maximum standard Proctor density under pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor density under landscaped areas. Mechanical methods of compaction should be used. Do not puddle the foundation excavation. LAWN IRRIGATION 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. LKP Engineering, Inc. 8 LIMITATION This report has been prepared according to locally accepted Professional Geotechnical Engineering standards for similar methods of testing and soil conditions at this time. There is no other warranty either expressed or implied. The findings and recommendations of this report are based on field exploration, laboratory testing of samples obtained at the specific locations shown on the Location Sketch, Drawing No.1 and on assumptions stated in the report. Soil conditions at other locations may vary,which may not become evident until the foundation excavation is completed. If soil or water conditions seem different from those described in this report we should be contacted immediately to reevaluate the recommendations of this report. This report has been prepared for the exclusive use of Mr. Michael Suman, Suman Architects, for the specific application to the proposed Stockton Residence on Lot 19, Block 2, Vail Village, 13`h Filing, 2470 Bald Mountain Road, Town of Vail, Eagle County, Colorado. Sincerely, LKP ENGINEERING, INC. . 'gip REG1Sl :��`�`Q.�•QETRJ6S••.�� 29526 -o' S&Aj c Luiza Petrovska, PE %,90,c►•.� �'��� %, cry+••....•• �`�► President J:\—WP X4-LKP\ 2013\13-2864gr-rock.RPT.wpd LKP Engineering, Inc. N�PAN M0� UNIT NO. 2 UNIT NO. 1 O Boring No. 1 LOCATION SKETCH CIVIL./GEOTECHNICAL FRO"T M0.; 13-2864 LKP En in eerin In C LOT 19, BLOCK Z VAIL VILLAGE. 13TH FlUNG Engineering, 2470 BALD MOUNTAIN ROAD W14LD 1 =30 TOWN OF VAL. EAGLE COUNTY. COLORADO P.O. Box 2837 Edwards, CO 81632 DRAM W Na. tel (970) 926-9088 fox (670) 926-9089 1 DATE OBSERVED: June 6. 2013 BORING NO. 1 ELEVATION: S S Y A DEPTH BLOWS M M DESCRIPTION OF MATERIAL LABOARTORY REMARKS FEET PER FT. B P AND SAMPLE LOCATION TEST RESULTS O L L E Topsoil Fill 18118 ■ 5 Reddish brown, gravelly sand Reddish brown, sandy gravel with 5011 M cobbles and boulders Refusal ® 9 feet No Ground Water t0 Encountered 15 20 LEGEND: O — 2—inch O.D. California Liner Sample ■ — Split Spoon 24112 — Drive sample blow count. Indicates that 24 blows of a 140—pound hammer falling 30 inches were required to drive the California or the Split Spoon Sampler 12 inches. DD — Natural Dry Density (pcf) MC — Natural Moisture Content (%) —200 — Percent Passing No. 200 Sieve LL — Liquid Limit Pl — Plasticity Index GW — Ground water PROXCT Ma: LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG 13-2864 Flaw M0.: 1 SLOPE AWAY FROM BUILDING ► • p►. ► OVER BACKFILL WITH TKAO FEET ° OF RELA71VELY IMPERVIOUS SOIL • • Q .►D ti, ._L:� '«sir: >•• �•.?;f'`-~, ri: ' \� GRANULAR RLL y.► sD .`J :;i'h.:'.`=. �-J'":..° -r-;' -•::�;<:�:: 7•::=�:' / LTER FABRIC (MIRAFl 14ON OR EQUIVALENT) FOO TING . : a• p Q' INUS 314—INCH DIAMETER, COARSE, CLEAN CRUSH ROCK 30 M1L MIN/MUM THICKNESS, —INCH DIAMETER PERFORATED PIPE SLOPED PLAS77C LINER, GLUED T TO A DAYLIGHT LOCA77ON AWAY FROM THE THE FOUNDA7ION WALL FOUNDATION, AT 114—INCH PER FOOT FOR FLEXIBLE AND 118—INCH MIN/MUM FOR RIGID PIPE PERIMETER DRAIN T CIVIL/CEOTECHNICAL �C'Na: 13-2864 111T1P En In eerin Inc. LOT 19, BLOCK 2, VAL VILLAGE. 13TH FlUNG � g� 2470 BALD MOUNTAIN ROAD N.TS. TOWN OF VAN- EAGLE COUNTY, COLORADO P.O. Box 2837 Edwards, CO 81632 RGLW Na: tel (670) 926-9088 fax (970) 926-9089 2 REScheck Software Version 4.4.4 Compliance Certificate ON/" oP�GO Lila- 7i8/ O O Project Title: Stockton Residence 31 -o a- Energy Code: 2012 IECC 9 Location: Vail,Colorado O.c�•• Construction Type: Single Family c` �ONAI Project Type: New construction Glazing Area Percentage: 33% Heating Degree Days: 9248 Climate Zone: 6 Construction Site: Owner/Agent: Designer/Contractor: Lot 19,Block 2 Stockton Michael Suman Vail Village 13th Filing Vail,CO 81657 Suman Architects Vail,CO 81657 141 E Meadow Drive Suite 211 Vail,CO 81657 970-471-6122 michael@sumanarchitects.com Compliance: Compliance:1.9%Better Than Code Maximum UA:1079 Your UA:1059 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. Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Roof:Flat Ceiling or Scissor Truss 2939 59.0 0.0 71 AG Walls:Wood Frame, 16"o.c. 5334 23.5 0.0 186 Windows:Wood Frame:Double Pane with Low-E 1341 0.300 402 Glass Doors:Glass 271 0.300 81 Living Room Slider:Glass 140 0.390 55 Solid Doors:Solid 144 0.300 43 BG Walls:Solid Concrete or Masonry 554 5.0 10.0 23 Wall height: 10.0' Depth below grade: 10.0' Insulation depth:10.0' Framed Floor:All-Wood Joist/Truss:Over Unconditioned Space 739 38.0 0.0 19 Garage Slab:Slab-On-Grade:Heated 95 15.0 62 Insulation depth:6.0' Lower Level Slab:Slab-On-Grade:Heated 178 15.0 117 Insulation depth:6.0' 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 2012 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Jeff Herschel - EIT 7/8/13 al Name-Title qr t Date Project Notes: Calcs By: Jeff Herschel-Rader Engineering 40690 Highway 6 Suite E1 Avon,CO 81620 970-845-7910 x113-jeff @raderengineering.com Project Title: Stockton Residence Report date: 07/08/13 Data filename:J:\Jobs\2013-Jobs\13055.00-Stockton Res idence\Mechanical\Calculations\REScheck\13055-Rescheck Calc.rck Page 1 of 5 eTREScheck Software Version 4.4.4 Inspection Checklist Energy Code: 2012 IECC Location: Vail,Colorado Construction Type: Single Family Project Type: New construction Glazing Area Percentage: 33% Heating Degree Days: 9248 Climate Zone: 6 Ceilings: ❑ Roof:Flat Ceiling or Scissor Truss,R-59.0 cavity insulation Comments: Where air permeable insulation exists in vented attics,a baffle(of solid material)is installed adjacent to soffit and eave vents.Baffles maintain an opening equal or greater than the size of the vent.The baffle extends over the top of the attic insulation. Above-Grade Walls: ❑ AG Walls:Wood Frame, 16"o.c.,R-23.5 cavity insulation Comments: Basement Walls: ❑ BG Walls:Solid Concrete or Masonry, 10.0'ht/10.0'bg/10.0'insul,R-5.0 cavity+R-10.0 continuous insulation Comments: Windows: ❑ Windows:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Glass Doors:Glass,U-factor:0.300 Comments: ❑ Living Room Slider:Glass,U-factor:0.390 Comments: ❑ Solid Doors:Solid,U-factor:0.300 Comments: Floors: ❑ Framed Floor:All-Wood Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Garage Slab:Slab-On-Grade:Heated,6.0'insulation depth,R-15.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 6.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 6.0 ft. ❑ Lower Level Slab:Slab-On-Grade:Heated,6.0'insulation depth,R-15.0 continuous insulation ; 3 Comments: Slab insulation extends down from the top of the slab to at least 6.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 6.0 ft. Air Leakage: ❑ Building envelope air tightness complies by a post rough-in blower door test result of less than 3 ACH at 50 pascals. Project Title: Stockton Residence Report date:07108/13 Data filename:J:\Jobs\2013-Jobs\13055.00-Stockton Residence\Mechanical\Calculations\REScheck\13055-Rescheck Calc.rck Page 2 of 5 ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. Air Barrier,Sealing,and Insulation Installation Criteria: F1 A continuous air barrier is installed in the building envelope including rim joists and exposed edges of insulation.Breaks or joints in the air barrier are sealed.Air permeable insulation is not used as a sealing material. ❑ Junction of foundation and wall sill plates,wall top plate and top of wall,sill plate and rim-band,and rim band and subfloor are sealed. Corners, headers,and rim joists making up the thermal envelope are insulated. Insulation in floors(including above garage and cantilevered floors)is installed to maintain permanent contact with underside of subfloor decking.Exterior insulation for framed walls is in substantial contact and continuous alignment with the air barrier.Crawl space wall insulation installed in lieu of floor insulation is permanently attached to crawlspace walls. Inspection of log walls is in accordance with the provisions of ICC-400. Ll Spaces between fenestration jambs and framing and skylights and framing are sealed. Batts in narrow cavities are cut to fit;or narrow cavities are filled with insulation that readily fills the available cavity space. ❑ Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. C3 Air sealing is installed between the garage and conditioned spaces. ❑ Exterior walls adjacent to showers and tubs are insulated and have air barrier separating the wall from the shower and tubs. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces are insulated and sealed. ❑ Recessed light fixtures installed in the building thermal envelope are IC rated,airtight labeled at air leakage rate—2.0 cfm,and sealed to the drywall with gasket or caulk. ❑ Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space are air sealed. F1 Plumbing and Wiring: Insulation is placed between the exterior of the wall assembly and pipes.Batt insulation is cut and fitted around wiring and plumbing,or for insulation that on installation readily conforms to available space such insulation shall fill all space between wall and piping/wiring. ❑ Air barrier extends behind electrical or communication boxes or,air sealed type boxes are installed. ❑ HVAC register boots that penetrate building thermal envelope are sealed to subfloor or drywall. ❑ Fireplace walls have air barrier and closure doors are gasketed. Sunrooms: F-1 Sunrooms that are NOT thermally isolated from the building envelope meet the requirements applicable to the building envelope. Materials Identification and Installation: Materials and equipment are installed 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 ducts or plenums. ❑ All joints and seams of air ducts,air handlers,and filter boxes 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 1 112 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with air-impermeable spray 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. 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: Stockton Residence Report date: 07/08/13 Data filename:J:\Jobs\2013-Jobs\13055.00-Stockton Res idence\Mechanical\Calculations\REScheck\13055-Rescheck Calc.rck Page 3 of 5 ❑ Equipment is sized in accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2012 IECC Commercial Building Mechanical and/or Service Water Heating(Sections C403 and C404). Circulating Service Hot Water Systems: Systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. ❑ Pipes are insulated to R-3 when any one of the following apply: (a)piping serves more than one dwelling unit, (b)piping between water heater and kitchen or water heater and distribution manifold, (c)piping outside conditioned space,buried,or located under a floor slab, (d)supply and return piping in recirculation systems other than demand recirculation systems, (e)piping is>3/4 inch nominal diameter, (f) piping runs>30 feet having 3/8 inch max diameter, (g)piping runs>20 feet having 1/2 inch max diameter, (h)piping runs>10 feet having 3/4 inch max diameter, (i) piping runs>5 feet having max diameter within the run>3/4 inch. 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. ❑ HVAC piping insulation exposed to outdoor elements is protected from damage and shielded from solar radiation. Ventilation: J Ventilation fans satisfy the following efficacy criteria: (1)Range hoods and in-line fan:2.8 cfm/watt. (2)Bath-/utility room with rated cfm—10>and<90: 1.4 cfm/watt. (3)Bath4utility room with rated minimum cfm>=90:2.8 cfm/watt. Swimming Pools and In-ground Spas: Heaters have an readily accessible on-off switch. ❑ Heaters operating on natural gas or LPG have an electronic pilot light. ❑ Schedule-capable automatic on-off timer switches are installed on heaters and pumps. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated pools and spas have a vapor retardant cover. Exceptions: Covers are not required when 70%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Within permanently installed fixtures,75 percent contain only lamps that can be categorized as one of the following.Or,a minimum of 75 percent of all lamps within permanent 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 Exceptions: Low voltage lighting systems. ❑ Fuel gas lighting systems have electronic pilot lights. 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's'). Certificate: Project Title: Stockton Residence Report date: 07/08/13 Data filename:J:\Jobs\2013-Jobs\13055.00-Stockton Residence\Mechanical\Calculations\REScheck\13055-Rescheck Calc.rck Page 4 of 5 ❑ 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;and results from any required duct system and building envelope air leakage testing.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: Stockton Residence Report date:07/08/13 Data filename:J:\Jobs\2013-Jobs\13055.00-Stockton Residence\Mechanical\Calculations\REScheck\13055-Rescheck Calc.rck Page 5 of 5 2012 IECC Energy Efficiency Certificate Insulation . Ceiling/Roof 59.00 Wall 23.50 Floor/Foundation 38.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.30 Door 0.30 NA Cooling Heating& Heating System: Cooling System: Water Heater: Building Air Leakage and Duct Test Results Building Air Leakage Test Results Name of Air Leakage Tester Duct Tightness Test Results Name of Duct Tester Name: Date: Comments: Stockton Residence Lot 13 Vail Village,Vail CO Load Calculation General Lighting and Receptacle Demand Load: 5224 sq. ft. x 3VA= 15672 220.3(a) 1,500 VA x 2= 3000 220.16(a) 1,500 VA x 1 = 1500 220.16(b) Total connected load: 20,172 3,000 VA @ 100%= 3,000 220.11 VA @ 35%= 6,010.2 2103.57 Total general lighting and Receptacle demand load: 5,104 Range demand load: 12,OOOVA 8,000 220.19 Dryer Load: 5,000 220.18 Fixed appliance load: Dishwasher 1.2 kva 2 2,400 Garbage disposal .8 kva 2 1600 Washer 1.2 kva 2 2,400 Steam shower 9.6 kva 1 9,600 Hot tub 12 kva 1 12,000 Total fixed appliance load: 28,000 Heating load: furnace 0.2 1 200 heat tape 800 6 4800 Total heating load: 5,000 25%of largest motor: 1,200 Stockton Residence Lot 13 Vail Village,Vail CO Load Calculation Totals: General lighting and receptacles: 5,104 Range: 8,000 Dryer: 5,000 Fixed appliance: 28,000 Heating: 1 5,000 25%of largest motor: 1,200 Total: VA 52,304 AMPS 217.93 i i Pro osed Service Size: 1320A single phase \O'j\ "•CC`S' N CONTRACTOR TO PROVIDE �Q•,•�N J.Efc•,•;O O 0 • Q�/8/ FIREPLACE SPEC SHEETS m �t lu Lu AT TIME OF INSPECTION, 39 . 6 0 p PER TOY. l �r •' •`�j�� Ull IQI F n 4A 0 ON t I I MASTER FIREPLACE LIVING FIREPLACE NEW GAS METER 4 GAS REGULATOR FOR TOTAL lls" CONNECTED LOAD OF 1333 MBH, 1653 CFH. PROVIDED BY UTILITY COMPANY. LOCATE REGULATOR IN 314" GAS FIREPIT MECHANICAL ROOM AND (FIREPIT TO BE INSTALL VENT PIPE TO THE p EQUIPPED WITH 30 OUTDOORS (OR USE A O MINUTE AUTOMATIC ff VENTLESS REGULATOR) SHUTOFF PER TOV) _j lL U_ILL eAe FIFfNC; SCE4F-IATIC G �i I 11 55Q GRILL NO SCALE (100' FROM REG) ®RADER STOCKTON RESIDENCE DAtE: 105 JOB ": 13055.00 ENGINEERING•COMFORT SYSTEI - DRALLN BY: BJH m 40690 HIGHWAY 6, SUITE E-1 LOT 19,BLOCK 2,VAII,VILLAGE 13TH FIIdNG CHECKED BY: JDR •0 P.O. BOX 8610 AVON, CO 81620 (910) 845-7910 (910) 845-1522 TOWN OF VAIL,COLORADO SCALE: NA GA5 LOADS 5UMMARY APPLIANCE MBH CFH EACH EACH B- I BOILER 285 352 B 2 BOILER 399 - 493 LAUNDRY ROOM DRYER goo tro 30 37 FAMILY ROOM FIREPLACE °.,` ��J.f;Q•,,�ro GO 74 MASTER CLOSET DRYER 8/ `'': 30 37 MASTER FIREPLACE 3� �� -� • 40 49 LIVING FIREPLACE ���:'• . •-�� ` 100 123 /ow ���''' 10 148 RANGE r, �- 2 BBQ GRILL 125 154 GAS FIREPIT 150 185 TOTAL BUILDING LOADS TOTAL NUMBER OF APPLIANCES in " DESIGN BASED ON GAS VALUE OF 8 1 0 BTU/CU.FT. 1 339 1 I G53 Um STOCKTON RESIDENCE DATE:RADER OB : 13055.00 ENGINEERING-COMFORTS 40690 HIGHWAY 6, SUITE E-1 DRALLN BY: BJH M � P-O. BOX 8610 AVON, CO 81620 LOT 19,BLOCK 2,VAIL VILLAGE 13TH FHJNG CHECKED BY: JDR (910) 845-T510 (9-10) 54F2-7522 TOWN OF VAIL,COLORADO SCALE: NA �'j"n00 (►Cc A t 3n , fi ACCESSORIES 5�0I J�1"t f"1 u I C I - HIGH ALTITUDE KIT 4 - NOT USED `/ D L G 2 - CSD-I CONTROLS 5 - NOT USED 3 - ASME RATED (14-57`4 MP) 6 - NOT USED SYM. TYPE S.L. INPUT ALT OUTPUT FUEL DELTA ELEG. MANUFACTURER AFUE AGGESSORIES (SERVES) M5H M5H T QQ E MODEL WALL HUNCs NAT. 120/1 LOCHINVAR 1,2, 3 5-1 CONDENSINCs EEL 285 222 GAS 3,a \�� 1.5 A UJHN 255 g(O�° WALL HUW-% NAT. ti 120/1 LOCHINVAR I, 2,3 5-2 CONDENSM-i EEL 399 3!Z» GAS 3m 2 A WHN 399 95�° STOCKTON RESIDENCE DAM:RADER OB : 13055.00 ENGINEERING-COMFORT SYSTEMSM 40690 HIGHWAY 6, SUITE E-1 CHECKED BY: BJH M1 .2 P-O. BOX 86 10 AVON, CO 81620 LOT 19,BLOCK 2,VAIL VILLAGE 13TH FILING CHECKED BY: JDR (910) 845-1910 (9lO) 845-1522 TOWN OF VAIL,COLORADO SCALE: NA 0 Department of Community Development I� 75 South Frontage Road TOWN OF VAIL �Ccq� Vail, CO 81657 Tel: 970 - 479 -2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Proj ct Street Address: 2 70 �� lob l�lr� (Number) (Street) (Suite #) Building /Complex Name: Contractor Information Business Name: Business Address: //C` ZQ r/,�e4V,1r�rr"�Zaf /�G. 420 City l=-- a'r State: 6' f zip: 4 11 Contact Name: Contact Phone: �70 -3�%6— 2PZ _ c /CGfT - - Contact E -Mail: / 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, International Building and Residential Codes and other ordinances of the Town a pH a thereto. X Owner /(45a6ner's Representative Signature (Required) Applicant Information % J/�`�I Applicant Name: Tb �C/ Applicant Phone: 9'70 ` 4 71— �� Applicant E -Mail: / GJ 6 (a) Q ecegt5 /r. �dGYL Project Information / �/ e Owner Name: % 1p Parcel #: 2/0 116? 33 a /0 d 7-- (For Parcel #, contact Eagle County Assessors Office at (970- 328 -8640 or visit www.eaglecounty.us /patie) For Office Use Only: Fee Paid: _ Sy)9I 1. 19 Received From: Cash Check # CC: Visa / MC Last 4 CC # exp date: Auth # Project #: Me D Building Permit #: I:I — D ), Lpn Work Class: New o) Addition O) Alteration o Type of Building: Single - Family uplex o Multi - Family (0) Commercial 0 Other O) Work Type: Interior O) Exterior O) Both `J Valuation of Included Plaf4slncluded Work Electrical (DL, es O)No (2)) Yes O)No-Sb Z14- Mechanical res O)No ks O) No #J'ii Z4 Plumbing O)No es O)No �Building )No Yes )No ��J O O Z�,•- Value of all work being performed: $ (value based on IBC Section 109.3 & IRC Section 108.3) Electrical Square Footage � 67 Detaille%ed�� Scope and Location of Work: � � l�/LS G�it7 1 of A %�.lifiU (use additional sheet if necessary) Date Received: JUL 11 20t3 TOWN OF VAIL 15 -Mar -2012 KRMCONSULTANTS, INC. L� �j RECORD P.O. Box 4572 • Vail, Colorado 81658 • 970 - 949 -9391 TO: Greg Johnson Vail Custom Builders DATE: 4/2812014 JOB NUMBER: 1306 -12 PROJECT: Stockton Residence ❑ RFI ❑ MEETING NOTES ® RESPONSE ❑ CLARIF ICAT ION /CHANGE In response to the framing inspection, please make the following connection substitutions. 1) On sheet S4, along grid line H, there is a double rafter at the corner that supports the structural sub - fascia. In lieu of the hanger called for on plan, contractor may install (4)- Simpson LS50 clips on each end of the double rafter. 2) At the standard lookouts in this area (4' overhang) contractor may install (1)- Simpson LS50 to connect the lookout to the double 14" LVL at the interior. Please contact us with any questions you may have. SIGNED: r/A Joe M. O' alley, Pf/ ,13 ri r�� :. O� 0000 aoco a/� REVIEWED: G Tim D. Hennum, PE o/w� �o�op�at• 'V hl F11. 6 �/Z-O/Y COPY TO: KRMCONSULTANTS, INC. RECORD P.O. Box 4572 • Vail, Colorado 81658 • 970- 949 -9391 TO: Greg Johnson Vail Custom Builders DATE. 4/22/2014 JOB NUMBER: 1306 -12 PROJECT: Stockton Residence ❑ RFI ❑ MEETING NOTES ® RESPONSE ❑ CLARIFICATION /CHANGE The following items are in response to a site observation performed by KRM Consultants at the above referenced project on 4/17/14. Please reference revised plans for specific information. 1) Sheet S5, there is a new hanger near grid B4. 2) Sheet S5, there is a new hanger at the ridge beam near grid D6. 3) Sheet S5, near grids C6, the shoulder beam has been shifted to support the stone chimney as well. 4) Sheet S5, near grids D4, there are two trimmers under the ridge beam, this is acceptable. 5) The loft size and connections have changed on sheet 5. 6) Sheet S4, along grid B to the right of grid 6, there is a single trimmer at the window, this is acceptable. 7) Sheet S4, the connection at the top of the stair landing has changed to a knife plate, this is acceptable. 8) Sheet S4, the stair stringer along grid E is a steel plate connected to the studs with lags, this is acceptable. 9) Sheet S4, There is a 3 -ply LVL along grid D between grids 4 &5. This should be a 4 -ply LVL. 10) Sheet S4, The blocking called out for between grids 4 &5 and C &D needs to be installed. 1 1) Sheet S4, the W 10x39 along grid E has been welded to the cap plate, this is acceptable. 12) Sheet S4, The blocking and ledger connection for the rafters over the master bedroom are not in place, verify this has been installed. 13) Sheet S4, the header along grid H has a single trimmer on one side, this is acceptable. 14) Sheet S4, the hold down strap at the shoulder beam near grid A7 is not installed. Install strap. 15) Sheet S3, there is an incorrect hanger on one of the garage joists, install the correct hanger. 16) Sheet S3, one of the headers along grid 5 has moved, this is acceptable. 17) Sheet S3, at grid C, left of grid 3, there are only 4 trimmers installed instead of 5, this is acceptable. 18) Sheet S3, the LVL's under the countertop are not installed. Perpindicular LVL blocking may be installed aligned with the base plate lags. 19) There are a few posts /columns that were not tracked through to the foundation, verify these loads track to foundation. Please call us with any questions, SIGNED: Joe MAO' 34567 COPY TO: Tim d. Hennum, PE FSa ^ %UP1A�E APR 2 2 2014 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970 - 945 -7998 Fax: 970 - 945 -8454 HEPWORTH- PAWLAK GEOTECHNICAL hpae !@hpsleotech.com REINFORCEMENT STEEL INSPECTION REPORT Vail Custom Builders Job No.: 113 370A Day: Monday/Tuesday Client: Attn: Greg Johnson Date: 09/30/13 & 1011113 P.O. Box 2809 Page: 1 Of 1 Edwards, Colorado 81632 Project: Interior Footing Rebar Inspection, 2470 Bald Mountain Road, Eagle County, Colorado Area of Inspection: interior footings, Gridline 3.1, C to F, Gridline C, 3.3 to 3.4, and Gridline 4, FtoG Reference Documents Plans provided on site, Section 101S -6, Section 8IS -6, and Section 8IS -6 Used: Inspection Notes: Rebar not ready during our 9130113 site visit. Reinforcing was not installed at the time of our arrival on 10101113. We remained on site and observed the rebar and dowel installation. ® Inspection Status: E] Preliminary Final ® Concrete reinforcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: Verbal M— Contractor was advised of our inspection. Communication: Distribution: Vail Custom Builders — Greg Johnson Joe Benedict Thomas J. Westhoff, CET Field Technician Reviewed By tksw '/',�) {/fir {���/�,�■/ *offfr� O i \ Vail Fire & Emergency Services 42 West Meadow Drive INSPECTION REPORT PERMIT #: Prte+. \�44 " xxXDt Vail, Colorado 81657 970 - 479 -2252 DATE: BUILDING NAME: CONTACT NAME- INSPECTION TYPE: .FIRE SPRINKLER ROUGH -IN HYDRO TEST FIRE SPRINKLER FINAL OTHER`: AREA / SECTION INSPECTED W I aA �. ADDRESS: F4 COMPANY PARTIAL INSPECTION: YES NCt?(_ FIRE ALARM ROUGH -IN FIRE ALARM FINAL TCO CO NOTES: I.&- INSPECTOR: TITLE SOF LKP Engineering, Inc. CivILIGEOTWBIMCAL August 26, 2013 lj�`3, pFE CIE aWIE AUG 2 t3 Lu i.) TOWN OF VAIL Mr. Benno Scheidegger RE: Open Hole Observation Vail Custom Builders Lot 19, Block 2, Vail Village, 13" Filing P.O. Box 2809 2470 Bald Mountain Road, Town of Vail Edwards, CO 81632 Eagle County, Colorado Project No. 13 -2864 Dear Mr. Scheidegger: At the request of Mr. Greg Johnson of Vail Custom Builders, on August 14, 15, 22 and 23, 2013, we visited the construction site for the proposed new residence on Lot 19, Block 2, Vail Village 13' Filing, 2470 Bald Mountain Road, Town of Vail, Eagle County, Colorado. The purpose of our site visits was to observe the soils exposed in the foundation excavations for proposed residence and compare them with the findings and recommendations of the Soil and Foundation Investigation Report, under the same project number, dated June 11, 2013. The existing residence was razed. The excavation consisted of trenches and benches stepping into the site. The soil exposed in the foundation excavation consisted of light brown, sandy gravel with cobbles and boulders. The excavation cuts, ranged from about six to eight feet below the existing grade. The soil exposed in the excavation was consistent with the findings and recommendations of the above -named soil's report. The soil exposed in the foundation excavation for the proposed residence is suitable for the designed maximum allowable soil bearing pressure of 2000 psf. The bottom of the excavation was compacted. Soft spots were not reported. The existing slab that was discovered under the pad on the east side of the excavation will need to be removed. The footing pad should be placed on the undisturbed sandy gravel, beneath the slab. We also, recommend compliance with the recommendations of the above -named soil report during the remainder of the construction, specifically with the sections on drainage, grading and irrigation. This report has been prepared according 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 or implied. If you have any questions, please do not hesitate to call. Sincerely, „O,.,R�G / „������� LKP Engineering, Inc. �,��'�© •�.,,• �j'T�; %,, .J .O 29526 : °;F- Luiza Petrovska PE = • � 'S J:\-WP X4 -LKP \_2013 \13- 2864open.wpd 'o�tr ���'•��••f(�.;`\` - 0.N A� P.O. Box 2837, Edwards, CO 81632 Tel (970) 926 -9088 www.lkpengineering.com Tye &- Brielle Stockton 2470 Bald Monntain Road• Vail, CO 81657• Phone:970 -476 -0033 E Mail: tyestockton r gnmiLcom Date: July 26, 2013 Martin Haeberle Chief Building Official Town of Vail 75 S. Frontage Rd. Vail, CO 81657 Dear Martin: Enclosed with this letter is my payment in the amount of $49,074.69 on account of the Town of Vail's uses tax and building permit fees for construction of my family's home at 2470 Bald Mountain Road. As you know, my contractor and I believe that this fee is incorrect and based on a cost/value of this project far exceeds my budget. However, in order to keep my project on schedule, I am paying the full amount the Town requests with the understanding, based on statements by JR Mondrgan, that the Town will revisit this with me in order to determine the actual fees due. If the fees due are less than the amount I am paying today, I understand that the Town will refund the difference to me. Sincerely, rhy Stockton STOCKTON RESIDENCE Estimate Date: 7/8/13 Estimate Page 1 Category Code Description QTY unit unit price Current Estimate Notes General Conditions 1 -31000 Site Supervision 640 HR $55.00 /HR $35,200.00 Part time supervision 1 -51000 Temporary Utilities 13 MO $150.00 / MO $1,950.00 Temp electric & gas 1 -52200 Port-O -Let 13 MO $100.00 / MO $1,380.00 Chemical toilet rental plus $80 set tip 1 -58000 Project Identification Signage 1 EA $265.00 EA $265.00 Site signageReguiredbyTOV 1 -74000 Final Cleaning 5224 GBA $0.62 / SF $3,238.88 Includes windows CATEGORY TOTAL: $42,033.88 Sitework 2 -20000 Surveying 5 EA $480.00 EA $2,400.00 Estimate Includes (3) staking & (2) ILC's 2 -21000 Asbestos Abatement 0 EA $0.00 EA $0.00 None required 2 -22000 Testing - Soils 2 EA $500.00 EA $1,000.00 Estimate Open hole plus compaction 2 -22500 Special Testing 4 EA $250.00 EA $1,000.00 Special testing required by TOV (potential welding, inbeds, slump, etc.) 2 -26000 Winter Conditions 1 EA $5,000.00 EA $5,000.00 Estimate snow removal, temp heat. etc. 2 -27000 Trash Haul and Dump Fees 5224 SF $0.95 / SF $4,962.80 Removal of constriction debris based on historical data 2 -29000 Mobilization 1 EA $1,600.00 EA $1,600.00 Move in machines 2 -30000 Erosion Control 300 LF $3.67 / LF $1,101.00 SIR Fence, straw bales 2 -30200 Clear & Grub 1 EA $3,100.00 EA $3,100.00 Remove vegetation encompassing building site, strip topsoil & stockpile on site, bad and haul off unusable grub materials. 2 -30800 Construction Access 2200 SF $1.47 / SF $3,234.00 4" of 314 screened rock to allow construction access 2 -31000 Excavation, Backfill, & Compact 1 EA $23,500.00 EA $23,500.00 Excavate, baddill & compact ntewfourdation 2 -31200 Import / Export Structural Fill 281 CY $16.00 / CY $4,496.00 Allowance includes cost to export material from silo along with possbb knock down charges 2 -31400 Final Grade & Topsoil Placement 1 EA $2,800.00 EA $2,800.00 Completion of grading for adequate drainage and placement of on site topsoil 2 -32000 Water Service 130 LF $48.00 / LF $6,240.00 Assume going to main on western easement for new 2" tap 2 -32100 Sewer Service 35 LF $28.00 $980.00 Machine timd, labor, & material to install and backfiR service; sewer location not on plans at this time 2 -32400 Shallow Utility Trenching 70 LF $11.00 / LF $770.00 Electrical, t.v.11eleptione trenching and baddill. Conduit provided by electrician. 2 -32450 T.V/felephone 160 j LF j $7.00 / LF $1,120.00 Trenching for low voltage from pedestal on south side to electrical cabinet on garage wall. 2 -32500 Gas Service 90 LF $13.00 / LF $1,170.00 Estimate includes bedding; existing gas line location not found at this time 2 -32600 Culvert 0 EA $0.00 EA $0.00 N/A 2 -33000 Interior Slab Prep 2160 SF $1.43 / SF $3,088.80 Under slab gravel, machine time, and labor to accommodate slabs including plate compaction 2 -33500 Exterior Slab Prep 800 SF $1.64 /SF $1,312.00 Under slab gravel, machine time, and Labor to accommodate slabs including plate compaction 2 -62000 Perimeter Drains 375 LF $12.26 / LF $4,597.50 Foundation drains to dayligtt 2 -62100 Site Drains 5 EA $380.00 EA $1,900.00 Includes roof drain downspouts, piping, & catch basins 2 -63000 Radon Mitigation 2 EA $1,000.00 EA $2,000.00 Perforated pipe below lower level slabs to interior wall location for hard pipe connection through roof 2 -74000 Driveway Prep 2200 SF $2.26 /SF $4,979.69 4" roadbase 2 -74100 Asphalt Paving 2200 SF $3.53 / SF $7,776.93 4" single lift 2 -90000 Landscape 1 EA $5,000.00 EA $5,000.00 Allowance 2 -92000 Boulder Wall Material & Labor 20 EA $150.00 EA $3,000.00 Allowance CATEGORY TOTAL: $98,128.73 Concrete 3 -31000 Concrete Foundation 90 CY $411.00 / CY $39,940.00 Includes (2) pumps & mobilization ($1,250) 3.35000 Garage Slab 728 SF $7.00 / SF $5,096.00 6' reinforced slab at garage with p4 bar 12^ O.C. 3.35010 Interior Slab on Grade 1432 SF $5.50 / SF $8,476.00 4" slab with 6 x 6 W W F plus $600 pump 3 -35000 Exterior Slab on Grade patios 948 SF $5.50 / SF $5,814.00 4" slab plus $600 pump includes pet area 3.35120 Concrete Steps 65 LF $20.00 / SF $1,300.00 6" steps 3 -35150 1 Driveway Concrete Pan 64 1 SF $14.06 if SF 1 $900.00 4' wide by 6" thick with 2• invert Vail Custom Builders 0429 Edwards Access Road Northstar Center A207 P.O.Box 2809 Edwards, CO 81632 STOCKTON RESIDENCE Estimate Date: 7/8/13 Estimate Page 2 Category Code Description QTY unit unit price Current Estimate Notes 3 -36000 Lightweight Gypsum Concrete 3064 SF $2.49 / SF $7,624.37 1.5" thick gyprcrete on pywood at living & master levels (price reflects 1200 sq' of sleepers deducted) CATEGORY TOTAL: $69,150.37 Masonry 4 -24000 Stone Veneer Support 0 LF $0.00 / LF $0.00 inclxled In 4-41000 4 -30000 Masonry Fireplaces/Chimneys 0 EA $0.00 EA $0.00 N/A 4 -33000 Stone Chimney Caps 0 EA $0.00 EA $0.00 N/A 4 -36000 Interior Stone Veneer 300 SF $26.93 / SF $8,079.00 Allowance assuming using the same stone as ext. 4 -36100 Fireplace Hearth & Mantles 18 SF $35.55 / SF $639.90 Allowance assuming oobrado buff flagstone 4 -41000 Exterior Stone Veneer 1030 SF $34.66 / SF $35,699.80 Exstedor stone similar to west Vail home. Stone to be same species with smaller pieces. Includes angle iron support, stone sills & caps 4 -53500 Flagstone - Main Level Deck 468 SF $19.00 / SF $8,892.00 Random irregkiar buff sandstone 4 -53510 Flagstone - Spa Patio 567 SF $19.00 /SF $10,773.00 Random irregular buff sandstone 4 -53520 Flagstone - Lower Level Patio 231 SF $19.00 / SF $4,389.00 Random irregular buff sandstone 4 -53530 Flagstone - Exterior Entry 66 SF $19.00 / SF $1,254.00 Random Irregular burr sandstone CATEGORY TOTAL: $69,726.70 M etals 5 -12000 Structural Steel 1 EA $10,000.00 EA $10,000.00 Allowance. Steel primed black (Crane & installation rot included in this price) 5 -60000 Custom Hood Surround 0 EA $0.00 EA $0.00 Kitchen rood included in appliances 5.73000 Metal Chimney Caps 2 EA $1,500.00 EA $3,000.00 Painted metal standing seam with steel frame 5 -76000 Metal Siding Panels 599 SF $20.00 / SF $11,980.00 Estimate 5 -80000 Forged Iron Fireplace Doors 0 E4 $0.00 EA $0.00 None specified at this time 5 -81000 Interior Metal Guardrail 50 LF $100.00 / LF $5, 000.00 Allowance - (2) raked sections. (2) straight 5 -82000 Exterior Metal Guardrails 60 LF $100.00 / LF $6,000.00 Allowance 5 -85100 Metal Handrail 18 LF $20.00 / LF $360.00 grab rail CATEGORY TOTAL: $36,340.00 Wood/ Plastics 6 -11000 Framing Materials 5224 GBA $12.00 / SF $62,688.00 Estimate based on historical data 6 -11500 Framing & Siding Labor 5224 GBA $23.00 / SF $120,152.00 Includes rough framing, structural steel install assist, crane for framing purposes, installation of architectural and structural timber components, and window and patio door install. 6 -12000 Heavy Timbers 5224 GBA $1.87 / SF $9,768.88 Ridge beams, shoulder beams, knee braces, & cokmns 6 -13000 Exterior Soffits & Trim 5224 GBA $1.00 / SF $5,224.00 Fascia, T &G Soffits, & window & door trim 6 -13100 Exterior 1 x 6 Siding 1520 SF $5.74 / SF $8,724.80 clear Cedar 1 x 6 T &G siding 6 -13200 Exterior 2 x 12 Siding 972 SF $9.00 / SF $8,748.00 2 x 12 Mixed grain Fir, CVG Fir at $12; Clear cedar at $24 6.15000 Interior Truss Fabrication 0 EA $0.00 EA $0.00 None specified at this time 6 -21500 Exterior Wood Guardrails 0 LF $0.00 / LF $0.00 Metal railing anticipated at Ills time 6 -22000 Millwork- Interior Trim Materials 5224 GBA $1.15 / SF $6,007.60 Trim material knotty alder, window sill & apron, stair skirt & door casing; baseboard throughout 6 -22500 Millwork- Interior Trim Labor 5224 GBA $3.25 / SF $16,978.00 Estimate based on sill & apron with cased doors; baseboard throughout includes cabinet installation 6 -27000 Secondary Closet Shelving 85 LF $11.08 / LF $2,257.90 Shelf & chrome rod, includes linen closet 6-41000 Kitchen Cabinets 43 LF $450.00 / LF $19,350.00 Allowance &A1500 Vanity & Laundry Cabinets 34 LF $300.00 / LF $10,200.00 Allowance 642400 Mudroom Built -ins 21 LF $300.00 / LF $6,300.00 Allowance for bench, cubbies, & cabinets 6 -50000 Wood Mantels 1 EA $ 300.00 EA 1 $300,00 Allowance for reclaimed umber CATEGORY TOTAL: $276,699.18 Thermal & Moisture Protection 7 -13000 Deck Waterproofing 468 SF $11.00 / SF $5,148.00 Waterwoofing at main deck 7 -14000 Foundation Waterproofing 3456 SF $1.20 / SF $4,147.20 Mar-Flex 5000 waterproofing, includes retaining Ovals Vail Custom Builders 0429 Edwards Access Road Northstar Center A207 P.O.Box 2809 Edwards, CO 81632 STOCKTON RESIDENCE Estimate Date: 7/8/13 Estimate Page 3 Category Code Description QTY unit unit price Current Estimate Notes 7 -15000 Foundation Insulation & Drainage 3132 SF $2.40 / SF $7,516.80 2" Shock Wave drainage & insulation board 7 -20000 Roof Insulation 3375 SF $5.80 / SF $19,575.00 2" foam with 12" cellulose 7 -21000 Exterior Wall insulation 4,671 SF $2.00 / SF $10,580.00 1" spray foam with blown-in cellulose at wdedorwalls with vapor barrier 7 -21500 Sound Insulation 5565 SF $1.69 /SF $9,583.00 Blown-in cellulose at interior walls & Mid -floors 7 -23000 Interior Under Slab Insulation 1432 SF $2.00 / SF $2,864.00 R -10 Rigid foam insulation at lower level 7 -61000 Roofing Material and Labor 1 EA $40,500.00 EA $40,500.00 Estimate includes Grace High Temp. Ice & Water, parted metal 16" Snap Lock 450 standing seam, & painted metal roof flashirgs. 7-63000 Flashings 1 EA $2,000.00 EA $2,000.00 Flashintgs, drain mat. and sealants at windows & doors 7 -65000 Gutters & Downspouts 300 LF $9.39 / LF $2,816.23 Painted metal K -style gutters & downspouts 7 -70000 Heat Tape 397 LF $8.50 / LF $3,376.00 240 volt heat tape in gutters & downspouts 7 -71000 Snow Clips 1 AL $5,400.00 / AL $5,400.00 Allowance 7 -72000 Snow Fence 51 LF $17.37 / LF $3,385.98 Timber snow fence with steel brackets CATEGORY TOTAL: $116,892.21 Doors and Windows 8 -21200 Interior Wood Doors 26 EA $575.00 EA $14,950.00 Allowance 1 -314" Mt white oak doors (square top 3 panels) 8 -21300 Fire Rated Doors 1 EA $900.00 EA $900.00 Allowance (square top 3 raised panels) 8 -36000 Overhead Garage Doors 3 EA $2,962.50 EA $10,209.50 Estimate for (3) single doors wl wood overlay 8 -55000 Exterior Patio Doors & Windows 1 EA $62,165.00 EA $62,165.00 Jeld- Wen Premitm Collection - Siteine, EXclassicwiMstandard color. Dual glaze Cardinal LowE EC glass. Irides saeers and black handles at doors. 8 -56000 Main Entry Door 1 AL $1,500.00 AL $1, 500.00 Allowance for front door only. Sideliteincudedinwindows. 8 -71000 Interior Door Hardware 32 EA $100.00 EA $3,200.00 Allowance for As" Norton interior hardware. Garage man door and garage entyr door both included here with deadbolt. Entertor patio door hardware included in 8-55000. 8.72000 Entry Hardware 1 EA $950.00 EA $950.00 Allowance 8 -76000 IDtchen & Bath Pulls 70 EA $10.00 EA $700.00 Allowance 8$10DO Shower Glass 3.5 EA $750.00 EA $2,625.00 Allowance for euo glass at master, framed glass at secondary 8- 830DO Mirrors 0 EA $0.00 EA $0.00 By over CATEGORY TOTAL: $97,199.50 Finishes 9 -10000 Drywall 21,312 SF $1.38 / SF $29,410.56 Hanging, finishing & Night trowel te)"rig 9.30000 Tile Prep 859 SF $3.00 if SF $2,577.00 Mlowance includes baths, laundry, lower powder, & kitchen backsplash 9 -31000 Tile Installation 859 SF $10.00 if SF $8,590.00 Allowance includes baths, laundry, lower powder, & kitchen backsplash 9 -36000 Tile Material 859 SF $10.00 / SF $8,590.00 Allowance includes bats, laundry, lower powder, & kitchen backsplash 9.38000 Slab Tops 150 SF $80.00 / SF $15,750.00 Allowance at kitchen and bath tops 9 -64000 Wood Flooring 1035 SF $14.00 /SF $14,491.40 Allowance 9 -64500 Wood Stairs 17 TR $150.00 /TR $2,550.00 Allowance for all treads & risers Allowance includes carpet, pad. & install One coat of primer & two Coats of firish paint on drywall; two coats of sanding sealer followed with two coats of satin lacquer on all trim. Closet shelving to be prefirished and not included here. 9 -68000 Carpet 2334 SF $6.00 / SF $14,004.00 9.91200 Painting 5224 GBA $5.00 /SF $26,120.00 CATEGORY TOTAL: $122,082.96 Specialties 10 -30500 Manufactured Fireplaces 2 EA $4,500.00 EA $9,000.00 Allowance: gas fireplace inserts 10 -32000 Firepit 1 EA $2,500.00 EA $2,500.00 Allowance including gas Cgset CATEGORY TOTAL: $11,500.00 Equipment Vail Custom Builders 0429 Edwards Access Road Northstar Center A207 P.O.Box 2809 Edwards, CO 81632 STOCKTON RESIDENCE Estimate Date: 7/8/13 Estimate Page 4 Category Code Description QTY unit unit price Current Estimate Notes 11 -44000 Audio Visual Equipment 0 EA $0.00 EA $0.00 By owner $19,000.00 Allowance for KitchenAid & stainless hood 11 -45000 Appliances 1 EA $19,000.00 EA CATEGORY TOTAL: $19,000.00 Furnishings 12 -10000 Window Treatments 0 EA $0.00 1 EA 1 $0.00 By Owner CATEGORY TOTAL: $0.00 Special Construction 13.10000 Water Feature 1 0 1 AL I $0.00 EA 1 $0.00 N/A CATEGORY TOTAL: $0.00 Conveying Systems 1442000 Elevator/Dumbwaiter 1 0 1 EA 1 $0.00 EA $0.00 NIA CATEGORY TOTAL: $0.00 Mechanical 15 -14000 Steam Shower Unit 1 EA $2,400.00 EA $2,400.00 Allowance at master shower only 15 -19000 Radiant Heat System 5224 GBA $8.56 / SF $44,717.44 Radiant irffloor heat system including garage, 115 gal side arm indirect water heater, and hot water recirculating fine 15 -19100 Wire Mesh 0 SF $0.00 / SF $0.00 included in concrete 15 -30000 Fire Protection Piping 5224 GBA $3.07 / SF $16,037.68 CPVC Fire Sprinkler system per NFPA 13D and VFES standards. 15-41000 Plumbing Rough & Trim 1 AL $40,300.00 AL $40,300.00 Includes gas piping, water service PRV and baddlow, irrigation stub with backfbw, radon vent thru the roof. garage & mechanical room floor drains, (2) washer box rough-ins, & (22) plumbing locations 15.45000 Plumbing Fixtures 1 AL $12,000.00 AL $12,000.00 Allowance 15-46000 Plumbing Accessories 20 EA $50.00 EA $1,000.01 Allowance for towel bars. rings.TP, & robe hooks N/A N/A 1547000 Water Treatment System 0 EA $0.00 EA $0.00 15 -82000 Central Vacuum 0 EA $0.00 EA $0.00 15 -83000 Exhaust Ducting 10 EA $554.89 EA $5,548.89 (7) bath tars. (2) dryer vent, (1) kitchen rood exhaust. Includes Panasonic tans. 15.90500 Air Conditioning 0 AL $0.00 AL $0.00 N/A CATEGORY TOTAL: $122,004.01 Electrical 16 -10000 Electrical Service & Meter 1 EA $9,200.00 EA $9,200.00 Estimate includes row 400 amp service, electrical panels, breakers, and domestic power distribution 16 -11000 Electrical Wiring & Can Lights 5224 GBA $9.00 / SF $47,016.00 Estimate 16 -12000 Solar Photovoltaic System 0 KW $0.00 / KW $0.00 NIA 16 -51000 Interior Decorative Fixtures 0 AL $0.00 AL $0.00 By owner 1652000 Exterior Luminaries 17 AL $175.00 AL $2,975.00 Allowance includes (17)flxtures. 1653000 Gas Lamps 0 EA $0.00 EA $0.00 NIA 16 -71000 Softwire -TV, Phone, Sound 5224 GBA $1.42 / SF $7,418.08 Estimate includes rou3rh-in for speakers only; all equipment and speakers by owner. 16 -83000 Alarm Systems -Fire, Security 5224 GBA $1.991/SF $10,394.33 Estimate CATEGORY TOTAL: $77,003A7 General Construction 18-11000 General Liability Insurance $11,577.61 1 %of Cost 18 -12000 Overhead & G.C. Fee $57,888.05 5% of Cost CATEGORYTOTAL: $69465.66 ESTIMATED CONSTRUCTION COST: $1,227,226.61 Vail Custom Builders 0429 Edwards Access Road Northstar Center A207 P.O.Box 2809 Edwards, CO 81632 To: EDWARDS EHCAVATKNIC 04.0 i Vail Custom Builders From: Edwards Excavating Inc. Box 557 Wolcott, Co. 81655 Job Name: Stockton Residence Contacts: Date: Office Fax Ted Johnson 5 -26 -2013 970 - 926 -9445 970 - 926 -5508 970 - 904 -0024 Edwards Excavating, Inc. 970 904 -0024 Xc 04.0 014 Mobilization 1. Move in machines necessary to complete job Amount $1600 4Z Rock removal 1. Allowance for all costs associated with removal of rocks too large for standard excavation equipment 2. Hourly rate for track hoe attached breaker Silt fence, Straw bales, erosion control Amount $200 hr 1. All erosion control as stated on plans or assumed to be necessary 2. 3001f Tree Removal Amount $1100 1. Remove trees and stumps from site and dispose / Amount Demolition $175 each 1. Demo existing structure, load up and haul off 2. Includes machine time, labor, trucking and dump fees / Amount Clear and Grub Site $16500 V 1. Remove designated vegetation encompassing building site 2. Strip topsoil and stockpile on site 3. Load and haul off unusable grub materials Amount �! / f Mass Excavation $3100 1. Excavation and trenching for footers, pads, and walls to depths indicated on structural drawings 2. All cuts will be made in accordance with OSHA standards 3. Any blasting or rock breaking not included 4. The contractor is responsible for surveying Amount Dirt Export ALLOWANCE $11000 1. Cost to export material from site along with possible knock down charges t-(V tv *4AJ Jtv�� ylw4 - 11 Amount $4500 Edwards Excavating, Inc. 970 904 -0024 C -3, A Backfill and Compact 1. Placement of onsite backfill with compaction for interior and exterior foundation walls 2. Backfill at slabs, patios, and other finished areas to be brought to compaction per the soils report / Amount $12500 v Finish Grade 1. Completion of grading prior to topsoil for adequate drainage during construction 2. Placement of ON SITE topsoil to +/- 2" Amount $2800 Gas Service 1. All machine time to trench and backfill service 2. Includes required bedding 3. Excavated and backfilled by gas contractor Amount $13 If Water Service 1. All material, labor and machine time to install and backfill service 2. 2 « service Amount $48 If Sewer Service 1. All material, labor and machine time to install and backfill sewer service 2. Lf price Amount $281f Electrical, Telephone and T.V. Services 1. All machine time to trench and backfill service 2. All services run in same trench where applicable 3. Conduit and conduit installation not included 4. Lf 40 OL.F '�- V. ] LF / Amount $11 if Slab Preps Interior 1. All under slab gravel, machine time and labor to accommodate slabs 2. All ab areas will be plate compacted 3 29 5 sf interior slab prep Amount $4200 J So G Edwards Excavating, Inc. 970 904 -0024 '2/� �Q EBWARDS EHCAVATNNIG cum Slab Prep Exterior 1. All under slab gr el, machine time and labor to accommodat abs 2. All slab a as will be plate compacted 3(' 1100 sf xterior slab prep Perimeter Drains 1. All material and labor for installation of foundation drain to daylight or drywell ( 2. 3751f perimeter drains to daylight Site drains (area inlets and downspouts) 1. Allows for 5 drain leaders from perimeter of bldg. 2. Includes roof drain downspouts and piping Construction Access and Road Sub -grade 1. Driveway to allow access to site during construction phase a. 4" 3/ screened rock 2. Does not include _final road base prep prior to asphalt 3. Driveway ' 650 SF � l Amount $1800 VZ Amount $4600 v Amount $131f Amount $3900 v Edwards Excavating Inc. 970 904 -0024 Eaw "Has WW i i 1 1 i Hourly Rates 2013 JD 35C (Mini Excavator w/ thumb) $120 JD 450H (Dozer 6 Way Blade) $115 JD 50D (Excavator 24" Bucket, Thumb) $130 JD 60D (Excavator 24" bucket w thumb and blade $135 JD 328 (Skid Steer 4 yd bucket, Various Attachments) $125 JD 240 (Skid Steer 1/ yd Loader Bucket) $110 JD 410E (Rubber Tire Backhoe 1 '/ yd Loader, 4x4) $120 JD 75D (Excavator 24" bucket w thumb and blade) $140 JD 225 CLC (Excavator 36" bucket w thumb) $165 JD 135 CLC (Excavator 30" Bucket w thumb and blade) $150 JD 690 ELC (Excavator 24 11,36 1148" Bucket) $160 JD 200 LC (Excavator 36" bucket with thumb) $160 JD 624G (Rubber Tire Loader 3 yd Loader) $150 JD 755 B (Track Loader 2 '/ yd Loader Bucket) $150 JD 672B (Motor Grader W/ Wing Plow and front Blade) $150 Dump Truck (Tandem 8 -12 yd capacities) $90 Sheep foot Compactor (Walk Behind Diesel Compactor) daily rate $450 Jumping Jack Compactor (Mikasa Tamper) daily rate $225 Labor $40 Water Truck 2000 gallon Water truck $85 JD 50D (With Rock Breaker Attachment) $175 JD 690 ELC (With Rock Breaker Attachment) $200 JD 624G (Rubber Tire Loader W/ Wildcat Snow blower) $160 Plow Truck (3/4 ton Pickup with 9 % foot plow) $80 Bid Exclusions -Rock larger than one yard is encountered -Over excavation of site -Dirt moved and stored far from site -Order of work is changed - Machines sitting due to delays will be removed from site and brought back at owner's expense - Extras to bid - Unexpected dewatering -Frost -Snow removal -If more topsoil is needed than we find on site more will be brought in at owners expense - Street cuts for utilities will be billed on a time and materials basis - Surveying is the responsibility of others - Utility depths are out of the ordinary /Interior utilities not included Edwards Excavating, Inc. 970 904 -0024 �0 u� BID � d Inc. DATE �I y 4P41 T 4� 5!20'2013 CONCRETE Vail Custom Builders PO Box 2809 Edwards. CO 81632 �. Diu o, any 11u4auon arising out of this contract the prevailing part shall have a right to recoi er from the other pam all costs and expenses of such litigation including attornex s fees. Finance charges are 1.51,0 a mo. (18°. o APR) SIGNATURE P.O. Box 2527 9 Avon, Colorado 81620 gci @vail.net PROJECT Stockton Res. ITEM DESCRIPTION QTY UOM RATE TOTAL 1000 Plans Dated- 5 -1 -2013- Schematic Design Set 0.00 1001 1010 Mobilization Footings and Pads I LS 1.250.00 1.250.00 2000 Walls 25 CY 400.00 10.000.00 3000 Pump Truck 65 CY 415.00 26,975.00 2 EA 850.00 1.700.00 * 3000 psi concrete is included * 2 pumps are included * embed plates, base plates and specialty hold downs to be provided by others TOTAL 5,39.925.00 �. Diu o, any 11u4auon arising out of this contract the prevailing part shall have a right to recoi er from the other pam all costs and expenses of such litigation including attornex s fees. Finance charges are 1.51,0 a mo. (18°. o APR) SIGNATURE P.O. Box 2527 9 Avon, Colorado 81620 gci @vail.net BERICH MASONRY MOUNTAIN DIVISION May 29, 2013 Vail Custom Builders P.O. Box 2809 Edwards, CO 81632 Attn: Greg Johnson Re: Stockton Residence, Bald Mountain Road, Masonry Proposal Dear Greg, The following proposal includes labor and material required to complete the masonry work on this project. Plans Dated: May 1, 2013 Addenda: none MASONRY BUDGET PROPOSAL: 1) Exterior Stone similar to 745 West Forest. Stone to be same species but with smaller pieces. A style with a high percentage of jumpers would be an upgrade. $35,700.00 Angle 181LF Stone 1,030SF Sills 170LF Caps 40SF 2) Interior stone at fireplace and hearth. Stone 300SF $ 8,080.00 Hearth 18SF $ 640.00 3) Random Irregular Buff Sandstone at patios and decks and spa terrace locations. Lower Level 231SF $4,385.00 Main Level 468SF $8,880.00 Spa Patio 567SF $10,760.00 Exterior Entry 66SF $1,250.00 TOTAL MASONRY PROPOSAL: $69,695.00 ALTERNATE: A) Upgrade to stone similar to 54 Beaver Dam Road. ADD $1,830 PO BOX 3207 EAGLE, CO 81631 PHONE 970 -328 -3711 FAX 970- 672 -2870 BERICH MASONRY MOUNTAIN DIVISION Payment must be made monthly and based on the value of masonry work in place and the materials stored on site. This payment must be received no later than the 25th of the month following the billing. Final payment must be received (retainage) within 30 days after completion of all masonry operations. Retainage may be withheld at 5% until masonry operation is 50% complete then retainage shall not be withheld. If the masonry work is delayed at any time for any reason what so ever, change order, neglect of owner, Architect, other Contractor, or by an employee of the same or by any cause beyond our control, the contract time and amount will be open for renegotiation. Any claim will be submitted within 30 days of the delay. Rental values for our equipment costs are available upon request. Any unpaid amount shall draw interest one (1 %) over the current commercial lending rates available in Colorado. All interest amounts are to be added to the contract amount. All costs for consultants fees for collection of late payments and or approved claims costs, including legal and attorney fees, shall be added to the above contract amount. This proposal is based on receiving a mutually agreeable subcontract, and shall become an attachment to it. Specific Terms and Conditions: Our Proposal is based on INCLUDING the following masonry or related items per the contract documents: mortar mix design if required scaffolding for masonry work only winter heating of mortar only masonry per ASTM /UBC standards setting of rebar reinforcing in masonry setting of lintels up to 200 lbs. masonry cleanup to dumpster Our proposal is based on being provided the following services at no additional cost and are EXCLUDED from our price. 1. Snow and Ice removal. 2. Waterproofing of any kind. 3. Caulking, Sealants and sealers of any kind. 4. Winter protection and temporary heat. PO BOX. 3207 EAGLE, CO 81631 PHONE 970- 328 -3711 FAX 970- 672 -2870 BERICH MASONRY MOUNTAIN DIVISION Our proposal DOES NOT INCLUDE the following activities, unless specifically noted previously: bracing scaffolding for winter coverings work outside norm. working hrs. (overtime) back charges without prior written approval protection of masonry after installation efflorescence removal after masonry cleaning operation galvanizing of any kind Occupancy by Owner shall constitute the start of Warranty. BMMD will not be responsible for any problems associated with proprietary items specified by Architect. Our proposal is based on receiving reasonable access to all work areas to allow the masons to proceed at an optimal rate. BMMD will not be held responsible for OSHA fines received by other contractors, subcontractors. BMMD will not be responsible for delays associated with shortages of raw materials. PAYMENT NOT RECEIVED WITHIN 35 DAYS FROM BILLING IS SUFFICIENT CAUSE FOR WORK STOPPAGE. f Prepared and submitted by: i� Eric Peterson, Mountain Division President Attachments to this proposal: A Signed and Acknowledged: Name Title Date PO BOX 3207 EAGLE, CO 61631 PHONE 970 -328 -3711 FAX 970- 672 -2870 BERICH MASONRY MOUNTAIN DIVISION BERICH MASONRY MOUNTAIN DIVISION EXTRA WORK AGREEMENT ATTACHMENT A Project Name: Stockton Residence Date: May 29, 2013 Our rates for extra work on this project shall be computed as follows: Foreman or Layout: Mason: Mason Tender: $65.00 per hour $50.00 per hour $40.00 per hour These rates include'Taxes, Insurance, Fringe Benefits, Overhead and Profit. For extra work, required during premium hours, these rates shall be multiplied by 1.5. For base contract work required at your request to be performed during premium time hours; an extra charge of .5 or 1 times the above stated rates will be required. All equipment and materials used for extra work on this project will be marked up 25% as a contribution to overhead and profit. Precision Structures, Inc. 970- 328 -5533 ■ ■ 970- 328 -0968 office ■ ■ fax pwdrposse@eagleranch.com Out- Reputation i5 Building P.O. Box 1592 Edwards, CO 81632 Vail Custom Builders PO Box 2809 Edwards CO 81632 We hereby "Estimate Only" to furnish the labor, tools, scaffolding, liability and workman's comp insurance necessary for the framing, crane costs, steel erection, drops per plans, window placement, roof fill, siding, decks, steel drawings, window review, lumber takeoffs, value engineering and back out for the project: Stockton Res Located at Lot 19, Block 2 Vail Village 13th Filing, Vail Co 81657. In accordance with the drawings provided in the plans by Suman Architects, Dated 5 -1 -13. All structural connections i.e. hangers, specialty nails, specialty screws HD's, glues, lag's, bolts and straps per Structural drawings are not supplied by Precision Structures. Precision Structures Inc will complete in a timely and workmanlike manner the above specified project for the sum of One Hundred and Nineteen Thousand and Two Hundred and Fifty Dollars $119,250.00 Steel Shop Drawings N/C Complete Takeoffs N/C Complete Plan Review N/C Review Mech Layout w /Sub N/C Custom rough framing -is per UBC and specs. Includes a complete plan analysis using a computer integrated 3 -D framing system that also provides lumber takeoffs and Production Drawings A properly backfilled & graded site with access road for lumber drops and staging of steel and crane. If back fill cannot be placed unless floor joist are in place, Then Precision will use future framing material and brace the walls as needed to brace for backfill. If placement of joist is required, then Precision will charge a move in and framing fee (2.5% of framing bid) to install joist when walls have not been properly backfilled. Any alteration or deviation from the above specifications involving extra costs will become an extra charge, billed hourly over and above the estimate. Payments will be made progressively on a monthly basis. Terms are Net 20 days. Billing Rates for personal $40.00 per hour laborer $45.00 per hour carpenter $50.00 per hour supervisor $40.00 per hour snow removal Excludes: Sleepers on Concrete Ply on Sleepers Any and all material Caulking or painting Steel fab All Hand rails Specialty nails, glues Set any Wieland doors Install copper/ metal siding Int beams Foam on walls Framing floors in lower /garage This proposal may be withdrawn by us if not accepted within 30 days. Respectfully submitted by _ 5 -28 -13 Mike Hickman (390 -0221) l ALAN - BRADLEY S WINDOWS & DOORS - A Spetiplry Feneshofion Company 970 - 524 -2201 www.obwdco.com Brad Wright 970 - 481 -3394 JEL13rWEN WINDOWS & DOORS QUOTE BY: Brad Wright QUOTE #: JBAW09252 SOLD TO: Vail Custom Builders SHIP TO: Stockton Ted Leach Lot 19 0429 Northstar Center A207 Vail, CO 81657 Edwards, CO 81632 Phone: 970 - 926 -8771 Fax: 970- 926 -8253 PROJECT NAME: Stockton PO #: REFERENCE: Initial Bid 5 -31 -13 Jeld-Wen Windows and Doors, Premium Collection - Siteline EX Classic Exterior Clad Color: Choice of 9 Standard Colors (Luxury Colors available for additional cost) Interior Finish: Pine with Auralast preservative (Natural- Unfinished) Glazing: Windows, Dual Glaze Cardinal LowE EC, tempered where indicated Doors, Dual Glaze Cardinal LowE EC tempered See line items for performance values, varies based product type, operation, etc. Jambs: Windows 3 3/16 ", Doors 4 9/16" Simulated Divided Lite: 7/8" Bead Interior window hardware and screens: Chestnut Bronze color Door handlesets: Black Handlesets included { 'Hinged Door strikes /hinges: Oil Rubbed Bronze Lead Time: 4 -5 Weeks Payment Terms: All orders require a 50% deposit, remainder is due Net 15 days Notes: Pricing good for 30 days from date of proposal Tailgate unload only Notes: Garage Door Not Included Weiland Door in Great room quoted separately QQ- 2.13.1.1057 cust - 053179 Page 1 of 14(Prices are subject to change.) Quote Date: 5/31/2013 Drawings are for visual reference only and may not be to exact scale. All orders are subject to review by JELD -WEN 3BAW09252 - 5/31/2013 - 1:33 PM Last Modified: 5/31/2013 LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE Line -1 Bed 1 Main Line Item Rough Opening:72 3/4 X 78 3/4 Frame Size : 72 X 78 Siteline EX CLASSIC Clad Mull Auralast Pine, Casement/Awning Product, { Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 2 Wide 2 High, Viewed from Exterior. Scale: 1 /8" = 1' 3 3/16 Jamb, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $1,813.47 2 $3,626.94 Line -2 Rec Room Main Line Item Rough Opening:36 3/4 X 78 3/4 Frame Size : 36 X 78 Siteline EX CLASSIC Clad Mull Auralast Pine, Casement/Awning Product, r� { Chestnut Bronze Exterior, Viewed from Exterior. Scale: 1/8" = 1' Natural Interior, ` Nail Fin (Standard), Color Match Metal DripCap, 1 1 Wide 2 High, Viewed from Exterior. Scale: 1/8" = 1' 3 3/16 Jamb, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, PEV 2013.1.1.651/PDV 5.767 (02112/13) NW $894.20 1 $894.20 Line -3 Rec Room Fixed Door SCHD -7080 Rough Opening:84 3/4 X 96 Frame Size : 84 X 95 1/2 (2 Panel) Siteline EX Clad Single -Swing Door (CHESTNUT - BRONZE) Auralast Pine, Natural- Interior W /Nailing Fin Color Match Metal DripCap, * *Clear- Frame ** 4 9/16 Jamb , TEMP Low -E EC High - Altitude One -Lite Viewed from Exterior. Scale: 1/8" = 1' Inswing Stationary- (SS -1) NEW (8 " -BTM -Rail) (Drip-Lip: Brown) U- Factor: 0.30, SHGC: 0.21, VLT: 0.38, Energy Rating: 14.00, CPD: JEL -N- 694 -10539 -00001 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $2,691.82 1 $2,691.82 QQ- 2.13.1.1057 cult- 053179 Page 2 of 14(Prices are subject to change.) 3BAW09252 - 5/31/2013 - 1:33 PM Quote Date: 5/31/2013 Drawings are for visual reference only and may not be to exact Last Modified: 5/31/2013 scale. All orders are subject to review by JELD -WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE Line -4 Rec Room French Door SCHD -708OF Rough Opening:84 3/4 X 96 Frame Size : 84 X 95 1/2 (2 Panel) r Siteline EX Clad French -Swing Door (CHESTNUT-BRONZE) { Auralast Pine, Natural- Interior \ W /Nailing Fin Color Match Metal DripCap, I "Clear-Frame" *Adjustable -Sill* 4 9/16 Jamb TEMP Low -E EC High - Altitude One -Lite Viewed from Exterior. Scale: 1/8" = 1' Inswing F-2 Powder - Coat - Black - Handle -(A) NEW Multi- Point/Multi-Point (08) Oil-Rubbed-Bronze- Hinge-(Adjustable)-(A) (8 "-BTM -Rail) (Drip -Lip: Brown) U- Factor: 0.30, SHGC: 0.20, VLT: 0.37, Energy Rating: 14.00, CPD: JEL -N- 585 -06866 -00001 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $3,869.59 1 $3,869.59 Line -5 French Door Mull parts and labor $285.00 1 $285.00 Line -6 Bed 2 Main Line Item Rough Opening: 72 3/4 X 78 3/4 Frame Size : 72 X 78 rr �� Siteline EX CLASSIC Clad Mull Auralast Pine, Casement /Awning Product, { Chestnut Bronze Exterior, Natural Interior, ~ Nail Fin (Standard), Color Match Metal DripCap, 2 Wide 2 High, Viewed from Exterior. Scale: 1/8" = 1' 3 3/16 Jamb, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, PEV 2013.1.1.651/PDV 5.767 (02/12 /13) NW $1,813.47 1 $1,813.47 Line -7 Bed 2 Rough Opening:72 3/4 X 54 3/4 { � r Viewed from Exterior. Scale: 1/8" = V Main Line Item Frame Size : 72 X 54 Siteline EX CLASSIC Clad Mull Auralast Pine, Casement /Awning Product, Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 2 Wide 1 High, 3 3/16 Jamb, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $1,033.92 1 1,033.92 QQ- 2.13.1.1057 cust - 053179 Page 3 of 14(Prices are subject to change.) 3BAW09252 - 5/31/2013 - 1:33 PM Quote Date: 5/31/2013 Drawings are for visual reference only and may not be to exact Last Modified: 5/31/2013 scale. All orders are subject to review by JELD -WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE Line -8 Powder CLCC3030 Rough Opening: 30 3/4 X 30 3/4 Frame Size : 30 X 30 M Siteline EX CLASSIC Clad Casement, Auralast Pine, 1EMI Chestnut Bronze Exterior, Viewed from Exterior. Stale: 1/8" = 1' Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 3 3/16 Jamb, Hinge Right, Folding Handle, Chestnut Bronze Hardware, Concealed /Stainless Hardware, DP 35, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, 7/8" Bead SDL w /Perm Wood Chestnut Bronze SDL, Light Bronze Shadow Bar, Colonial 2 Wide 2 High BetterVue Mesh Chestnut Bronze Screen, GlassThick= 0.7095, Clear Opening: 22.01 1w, 25.585h, 3.91 sf U- Factor: 0.28, SHGC: 0.22, VLT: 0.39, Energy Rating: 18.00, CPD: JEL -N- 805 -00905 -00002 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $401.90 1 $401.90 Line -9 Entry Rough Opening: 24 3/4 X 96 3/4 Frame Size : 24 X 96 Siteline EX CLASSIC Clad Geometric, Auralast Pine, Direct Set Rectangle, Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 3 3/16 Jamb, DP 35, Insulated Low -E EC Tempered Glass, Preserve Film, High Altitude, Viewed from Exterior. Scale: 1/8" = 1' GlassThlck =0.83, U- Factor: 0.26, SHGC: 0.29, VLT: 0.54, Energy Rating: 24.00, CPD: JEL -N -723 -06950 -00001 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $768.83 1 $768.83 Line -10 Entry Rough Opening:48 3/4 X 96 3/4 Frame Size 4t 8 X 96 Site[' EX CLASSIC Clad Geometric, Auralast Pine, Direct Set Rectangle, estnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 3 3/16 Jamb, DP 35, Insulated Low -E EC Tempered Glass, Preserve Film, High Altitude, Viewed from Exterior. Scale: 1/8" = 1' GlassThick =0.83, U- Factor: 0.26, SHGC: 0.29, VLT: 0.54, Energy Rating: 24.00, CPD: JEL -N- 723 -06950 -00001 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $1,342.54 1 $1,342.54 QQ- 2.13.1.1057 oust- 053179 Page 4 of 14(Prices are subject to change.) 3BAW09252 - 5/31/2013 - 1:33 PM Quote Date: 5/31/2013 Drawings are for visual reference only and may not be to exact Last Modified: 5/31/2013 scale. All orders are subject to review by JELD -WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE Line -11 Entry Above Main Line Item Rough Opening:42 3/4 X 132 3/4 Frame Size : 42 X 132 Siteline EX CLASSIC Clad Mull Auralast Pine, Casement /Awning Product, Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 1 Wide 2 High, 3 3/16 Jamb, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, PEV 2013.1.1.651/PDV 5.767 (02112/13) NW Viewed from Exterior. Scale: 1/8" = 1' $1,500.58 1 $1,500.58 Line -12 Entry Above Main Line Item Rough Opening:66 3/4 X 120 3/4 Frame Size : 66 X 120 Siteline EX CLASSIC Clad Mull Auralast Pine, Casement /Awning Product, Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 2 Wide 2 High, 3 3/16 Jamb, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, Viewed from Exterior. Scale: 1/8" = 1' PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $2,351.91 1 $2,351.91 Line -13 Entry Above Main Line Item Rough Opening:42 3/4 X 98 3/4 Frame Size : 42 X 98 F— Siteline EX CLASSIC Clad Mull Auralast Pine, Casement/Awning Product, Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 1 Wide 2 High, 3 3/16 Jamb, Viewed from Exterior. Scale: 1/8" =1' Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $1,094.24 1 $1,094.24 Line-14 Entry Above Main Line Item Rough Opening: 174 3/4 X 42 3/4 Frame Size : 174 X 42 ■ ■ ■ Siteline CLASSIC Clad Mull Auralast Pine, Casement/Awning Product, Chestnut Bronze Exterior, Natural Interior, Viewed from Exterior. Scale: 1/8" =1' Nail Fin (Standard), Color Match Metal DripCap, 4 Wide 1 High, 3 3/16 Jamb, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $2,058.55 1 $2,058.55 QQ- 2.13.1.1057 cust- 053179 Page 5 of 14(Prices are subject to change.) JBAW09252 - 5/31/2013 - 1:33 PM Quote Date: 5/31/2013 Drawings are for visual reference only and may not be to exact Last Modified: 5/31/2013 scale. All orders are subject to review by JELD -WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE Line -15 Den Main Line Item Rough Opening: 108 3/4 X 96 3/4 Frame Size : 108 X 96 Siteline EX CLASSIC Clad Mull Auralast Pine, Casement /Awning Product, Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 2 Wide �,^�` 2 High, 3 3/16 Jamb, Viewed from Exterior. Scale: 1/8" = V Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, PEV 2013.1.1.651/PDV 5.767 (02112/13) NW $2,526.78 1 $2,526.78 Line -16 Den Above Rough Opening: 1113/4 X 24 3/4 Frame Size : 111 X 24 Siteline EX CLASSIC Clad Geometric, Auralast Pine, Direct Set Rectangle, Chestnut Bronze Exterior, Viewed from Exterior. Scale: 1/8" = 1' Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 3 3/16 Jamb, DP 35, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, 7/8" Bead SDL w /Perm Wood Chestnut Bronze SDL, Light Bronze Shadow Bar, Colonial 4 Wide 1 High GlassThick= 0.898, U- Factor: 0.26, SHGC: 0.26, VLT: 0.48, Energy Rating: 23.00, CPD: JEL -N- 723 -07634 -00001 QQ- 2.13.1.1057 oust- 053179 Page 6 of 14(Prices are subject to change.) JBAW09252 - 5/31/2013 - 1:33 PM Quote Date: 5/31/2013 Drawings are for visual reference only and may not be to exact Last Modified: 5/31/2013 scale. All orders are subject to review by JELD -WEN PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $769.94 1 $769.94 Line -17 Kitchen SCHD -3080 Rough Opening:36 3/4 X 96 Frame Size : 36 X 95 1/2 (1 Panel) Siteline EX Clad Single -Swing Door (CHESTNUT- BRONZE) Auralast Pine, Natural- Interior W /Nailing Fn Color Match Metal DripCap, 1 * *Clear- Frame ** *Adjustable -Sill* 4 9/16 Jamb TEMP Low -E EC High - Altitude One -Lite Viewed from Exterior. Scale: 1/8" = V Inswing T -1 Powder-Coat-Black-Handle-(A) NEW Multi- Point(03) Oil- Rubbed - Bronze - Hinge- (Adjustable) -(A) (8 " -BTM -Rail) (Drip -Lip: Brown) U- Factor: 0.30, SHGC: 0.20, VLT: 0.37, Energy Rating: 14.00, CPD: JEL -N- 585 -06866 -00001 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $1,526.09 1 $1,526.09 QQ- 2.13.1.1057 oust- 053179 Page 6 of 14(Prices are subject to change.) JBAW09252 - 5/31/2013 - 1:33 PM Quote Date: 5/31/2013 Drawings are for visual reference only and may not be to exact Last Modified: 5/31/2013 scale. All orders are subject to review by JELD -WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE Line -18 Kitchen CLCC4842 Rough Opening:48 3/4 X 42 3/4 Frame Size : 48 X 42 Siteline EX CLASSIC Clad Casement, Auralast Pine, ■ Chestnut Bronze Exterior, Natural Interior, Viewed from Exterior. Scale: 1/8" = 1' Nail Fin (Standard), Color Match Metal DripCap, 3 3/16 Jamb, Stationary, DP 35, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, GlassThick= 0.7095, U- Factor: 0.26, SHGC: 0.27, VLT: 0.50, Energy Rating: 23.00, CPD: JEL -N- 806 -01905 -00001 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $453.53 1 $453.53 Line -19 Kitchen Main Line Item Rough Opening:98 3/4 X 42 3/4 Frame Size : 98 X 42 � Siteline EX CLASSIC Clad Mull Auralast Pine, Casement/Awning Product, < Chestnut Bronze Exterior, Natural Interior, Viewed from Exterior. Scale: 1/8" = 1' Nail Fin (Standard), Color Match Metal DripCap, 2 Wide 1 High, 3 3/16 Jamb, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $1,062.45 1 $1,062.45 Line -20 Kitchen Door Above Main Line Item Rough Opening:72 3/4 X 54 3/4 Frame Size : 72 X 54 Siteline EX CLASSIC Clad Mull Auralast Pine, Casement /Awning Product, Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, Viewed from Exterior. Scale: 1/8" = 1' 2 Wide 1 High, 3 3/16 Jamb, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $1,228.52 1 $1,228.52 QQ- 2.13.1.1057 oust- 053179 Page 7 of 14(Prices are subject to change.) JBAW09252 - 5/31/2013 - 1:33 PM Quote Date: 5/31/2013 Drawings are for visual reference only and may not be to exact Last Modified: 5/31/2013 scale. All orders are subject to review by JELD -WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE Line -21 Kitchen Sliding Door TCSLDW6080 Rough Opening:72 96 Frame Size : 71 1/4 X 95 1/2 1 Premium Clad Sliding Patio Door, Auralast Pine, Right -X / Stationary-0, Wide Stile, Chestnut Bronze Exterior, Clear Panel /Frame, Black Sill, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 4 9/16 Jamb, DP 50, Viewed from Exterior. Scale: 1/8" =1' Black Hardware, Keyed, Multi -Point Insulated Low -E EC Tempered Glass, Preserve Film, High Altitude, BetterVue Mesh Top Hanging Screen , Chestnut Bronze Screen, U- Factor: 0.29, SHGC: 0.23, VLT: 0.40, Energy Rating: 16.00, CPD: JEL -N- 821 -00005 -00001 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $2,382.11 1 $2,382.11 Line -22 Great room Above Rough Opening: 84 3/4 X 36 7/8 X 12 11/16 Frame Size : 84 X 36, LEG -HIGH= 12 Siteline EX CLASSIC Clad Geometric, Auralast Pine, Direct Set Trapezoid PITCH = ( 3 7/16 / 12) viewed from Exterior. Scale: 1/8" =1' Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 3 3/16 Jamb, Left Hand DP 35, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, GlassThick= 0.756, U- Factor: 0.26, SHGC: 0.29, VLT: 0.54, Energy Rating: 24.00, CPD: JEL -N- 723 -06835 -00001 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $878.57 1 $878.57 Line -23 Great room Above Rough Opening:84 3/4 X 60 7/8 X 36 11/16 C: I Viewed from Exterior. Scale: 1/8" = V Frame Size: 84 X 60, LEG -HIGH= 36 Siteline EX CLASSIC Clad Geometric, Auralast Pine, Direct Set Trapezoid PITCH = ( 3 7/16 / 12) Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 3 3/16 Jamb, Left Hand DP 35, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, GlassThick= 0.968, U- Factor: 0.26, SHGC: 0.28, VLT: 0.53, Energy Rating: 24.00, CPD: JEL -N- 723 -07180 -00001 PEV 2013.1.1.651/PDV 5.767 (02/12 /13) NW $1,250.54 1 $1,250.54 QQ- 2.13.1.1057 cust - 053179 Page 8 of 14(Prices are subject to change.) JBAW09252 - 5/31/2013 - 1:33 PM Quote Date: 5/31/2013 Drawings are for visual reference only and may not be to exact Last Modified: 5/31/2013 scale. All orders are subject to review by 3ELD -WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE Une -24 Great Room Main Line Item Rough Opening:96 3/4 X 120 3/4 Frame Size : 96 X 120 Siteline EX CLASSIC Clad Mull Auralast Pine, Casement /Awning Product, Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 2 Wide 1 High, L-1h 3 3/16 Jamb, Insulated Low -E EC Tempered Glass, Preserve Film, High Altitude, Viewed from Exterior. Scale: 1/8" = V PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW Line -25 Great room Above Rough Opening:96 3/4 X 68 3/4 CE r. Scale: 1/8" = V Line -26 Great room Clerestory Above Rough Opening: 84 3/4 X 24 3/4 Viewed from Exterior. Scale: 118" = V QQ- 2.13.1.1057 cust-053179 Quote Date: 5/31/2013 $3,286.89 1 $3,286.89 Main Line Item Frame Size : 96 X 68 Siteline EX CLASSIC Clad Mull Auralast Pine, Casement/Awning Product, Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 2 Wide 1 High, 3 3/16 Jamb, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, PEV 2013.1.1.651/PDV 5.767 (02112/13) NW $1,749.56 1 $1,749.56 Frame Size : 84 X 24 Siteline EX CLASSIC Clad Geometric, Auralast Pine, Direct Set Rectangle, Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 3 3/16 Jamb, DP 35, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, GlassThick= 0.756, U- Factor: 0.26, SHGC: 0.29, VLT: 0.54, Energy Rating: 24.00, CPD: JEL -N -723 -06835 -00001 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $571.05 Page 9 of 14(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 JELD -WEN $571.05 JBAW09252 - 5/31/2013 - 1:33 PM Last Modified: 5/31/2013 LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE Line -27 Master bed Rough Opening: 144 3/4 X 108 Viewed from Exterior. Scale: 1/8" = V SCHD -12090 Frame Size : 144 X 107 1/2 (4 Panel) Siteline EX Clad Single -Swing Door (CHESTNUT - BRONZE) Auralast Pine, Natural- Interior W /Nailing Fin Color Match Metal DripCap, "Clear-Frame" *Adjustable -Sill* 4 9/16 Jamb , TEMP Low -E EC High - Altitude One -Lite Inswing T -17 Powder - Coat - Black - Handle -(A) NEW Multi- Point(03) Oil- Rubbed - Bronze - Hinge- (Adjustable) -(A) (8 " -BTM -Rail) (Drip -Lip: Brown) U- Factor: 0.30, SHGC: 0.20, VLT: 0.36, Energy Rating: 14.00, CPD: JEL -N- 585 -07166 -00001 Rough Opening: 120 3/4 X 24 3/4 Viewed from Exterior. Scale: 1/8" = V QQ- 2.13.1.1057 oust- 053179 Quote Date: 5/31/2013 Frame Size : 120 X 24 Siteline EX CLASSIC Clad Geometric, Auralast Pine, Direct Set Rectangle, Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 3 3/16 Jamb, DP 35, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, 718" Bead SDL w /Perm Wood Chestnut Bronze SDL, Light Bronze Shadow Bar, Colonial 4 Wide 1 High GlassThick= 0.898, U- Factor: 0.26, SHGC: 0.26, VLT: 0.48, Energy Rating: 23.00, CPD: 3EL -N- 723 -07634 -00001 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $832.37 1 $832.37 Page 10 of 14(Prices are subject to change.) JBAW09252 - 5/31/2013 - 1:33 PM Drawings are for visual reference only and may not be to exact Last Modified: 5/31/2013 scale. All orders are subject to review by JELD -WEN PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $6,302.07 1 $6,302.07 Line -28 Master Bed Above CRough Opening:90 3/4 X 24 3/4 Frame Size: 90 X 24 Siteline EX CLASSIC Clad Geometric, Auralast Pine, Direct Set Rectangle, Chestnut Bronze Exterior, Viewed from Exterior. Scale: 1/8" = V Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 3 3/16 Jamb, DP 35, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, 7/8" Bead SDL w /Perm Wood Chestnut Bronze SDL, Light Bronze Shadow Bar, Colonial 4 Wide 1 High GlassThick =0.83, U- Factor: 0.26, SHGC: 0.26, VLT: 0.48, Energy Rating: 23.00, CPD: JEL -N -723 -07611 -00001 PEV 2013.1.1.651/PDV 5.767 (02112/13) NW $660.53 1 $660.53 Line -29 Master Bath Above Rough Opening: 120 3/4 X 24 3/4 Viewed from Exterior. Scale: 1/8" = V QQ- 2.13.1.1057 oust- 053179 Quote Date: 5/31/2013 Frame Size : 120 X 24 Siteline EX CLASSIC Clad Geometric, Auralast Pine, Direct Set Rectangle, Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 3 3/16 Jamb, DP 35, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, 718" Bead SDL w /Perm Wood Chestnut Bronze SDL, Light Bronze Shadow Bar, Colonial 4 Wide 1 High GlassThick= 0.898, U- Factor: 0.26, SHGC: 0.26, VLT: 0.48, Energy Rating: 23.00, CPD: 3EL -N- 723 -07634 -00001 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $832.37 1 $832.37 Page 10 of 14(Prices are subject to change.) JBAW09252 - 5/31/2013 - 1:33 PM Drawings are for visual reference only and may not be to exact Last Modified: 5/31/2013 scale. All orders are subject to review by JELD -WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE une -30 Ner aecic -laaa Bottom SCHD -30800 panel Siteline EX CLASSIC Clad Geometric, Auralast Pine, Direct Set Rectangle, Rough Opening:36 3/4 X 96 Frame Size : 36 X 95 1/2 (1 Panel) �\ Siteline EX Clad Single -Swing Door (CH ESTN UT- BRONZE) Auralast Pine, Natural- Interior W /Nailing Fin Color Match Metal DripCap, "Clear-Frame" 4 9/16 Jamb TEMP Low -E EC High - Altitude One -Lite Viewed from Exterior. Scale: 1/8" = V Outswing TO -1 Powder- Coat - Black - Handle -(A) NEW Multi- Point(03) Oil- Rubbed- Bronze- Hinge- (Adjustable) -(A) (8" -BTM -Rail) (* *Clad -- Flat -BTM- Panel * *) (Lock -Rail- Position - Bottom Of Panel To CTR Of Lock Rail 30 Inch) Line -33 Guest Sitting Drawing Number: NEEDED Rough Opening:48 3/4 X 108 3/4 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $1,922.78 1 $1,922.78 Chestnut Bronze Exterior, Line -31 Natural Interior, Pet Door Insert labor (remove panel, modify panel to accpet pet dor, reinstall panel) $75.00 4 $300.00 Line -32 Garage Above 2 High, Rough Opening: 120 3/4 X 24 3/4 Frame Size : 120 X 24 Siteline EX CLASSIC Clad Geometric, Auralast Pine, Direct Set Rectangle, Chestnut Bronze Exterior, Viewed from Exterior. Scale: 1/8" = 1' Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 3 3/16 Jamb, DP 35, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, 7/8" Bead SDL w /Perm Wood Chestnut Bronze SDL, Light Bronze Shadow Bar, Colonial 4 Wide 1 High GlassThick= 0.898, U- Factor: 0.26, SHGC: 0.26, VLT: 0.48, Energy Rating: 23.00, CPD: JEL -N -723 -07634 -00001 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $832.37 1 $832.37 Line -33 Guest Sitting Main Line Item Rough Opening:48 3/4 X 108 3/4 Frame Size : 48 X 108 Siteline EX CLASSIC Clad Mull Auralast Pine, Casement/Awning Product, Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 1 Wide 2 High, z 3 3/16 Jamb, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, Viewed from Exterior. Scale: 1/8" = 1' PEV 2013.1.1.651 /PDV 5.767 (02/12/13) NW $1,510.92 1 $1,510.92 QQ- 2.13.1.1057 cust - 053179 Page 11 of 14(Prices are subject to change.) JBAW09252 - 5/31/2013 - 1:33 PM Quote Date: 5/31/2013 Drawings are for visual reference only and may not be to exact Last Modified: 5/31/2013 scale. All orders are subject to review by JELD -WEN LINE NO. LOCATION BOOK CODE UNIT SIZE INFO DESCRIPTION PRICE QTY EXTENDED PRICE une -.54 Uuest Sitting Main Line Item Rough Opening:48 3/4 X 108 3/4 Frame Size : 48 X 108 Rough Opening:36 3/4 X 30 3/4 Siteline EX CLASSIC Clad Mull Auralast Pine, Casement /Awning Product, Chestnut Bronze Exterior, Natural Interior, Viewed from Exterior. Scale: 1/8" = 1' Nail Fin (Standard), Color Match Metal DripCap, 1 Wide 2 High, 3 3/16 Jamb, Viewed from Exterior. Scale: i /8" = 1' Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $1,510.92 1 $1,510.92 Line -35 Guest Sitting Main Line Item Rough Opening:48 3/4 X 66 3/4 Frame Size : 48 X 66 Siteline EX CLASSIC Clad Mull Auralast Pine, Casement/Awning Product, Chestnut Bronze Exterior, Natural Interior, -- Nail Fin (Standard), Color Match Metal DripCap, 1 Wide Viewed from Exterior. Scale: 1/8" = 1' 2 High, 3 3/16 Jamb, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW QQ- 2.13.1.1057 cust- 053179 Page 12 of 14(Prices are subject to change.) IBAW09252 - 5/31/2013 - 1:33 PM Quote Date: 5/31/2013 Drawings are for visual reference only and may not be to exact Last Modified: 5/31/2013 scale. All orders are subject to review by 3ELD -WEN $940.88 1 $940.88 Line -36 Exercise Clerestory CLCC3630 Rough Opening:36 3/4 X 30 3/4 Frame Size : 36 X 30 Siteline EX CLASSIC Clad Casement, Auralast Pine, Chestnut Bronze Exterior, Viewed from Exterior. Scale: 1/8" = 1' Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 3 3/16 Jamb, Stationary, DP 35, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, 7/8" Bead SDL w /Perm Wood Chestnut Bronze SDL, Light Bronze Shadow Bar, Colonial 2 Wide 2 High GlassThick= 0.7095, U- Factor: 0.26, SHGC: 0.25, VLT: 0.44, Energy Rating: 22.00, CPD: 3EL -N- 806 -01905 -00002 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $377.08 1 $377.08 QQ- 2.13.1.1057 cust- 053179 Page 12 of 14(Prices are subject to change.) IBAW09252 - 5/31/2013 - 1:33 PM Quote Date: 5/31/2013 Drawings are for visual reference only and may not be to exact Last Modified: 5/31/2013 scale. All orders are subject to review by 3ELD -WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE Line -37 Exercise Rough Opening:72 3/4 X 54 3/4 Frame Size : 72 X 54 Siteline EX CLASSIC Clad Geometric, Auralast Pine, Direct Set Rectangle, Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, Viewed from Exterior. Scale: 1/8" = V 3 3/16 Jamb, DP 35, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, GlassThick= 0.898, U- Factor: 0.26, SHGC: 0.29, VLT: 0.53, Energy Rating: 24.00, CPD: JEL -N- 723 -07065 -00001 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $861.16 1 $861.16 Line -38 Exercise Main Line Item Rough Opening: 144 3/4 X 54 3/4 Frame Size : 144 X 54 / Siteline EX CLASSIC Clad Mull Auralast Pine, Casement /Awning Product, E Chestnut Bronze Exterior, Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, Viewed from Exterior. Scale: 1/8" = 1' 2 Wide 1 High, 3 3/16 Jamb, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $1,269.98 1 $1,269.98 Line -39 Guest Bed CLCC3030 Rough Opening:30 3/4 X 30 3/4 Frame Size : 30 X 30 Siteline EX CLASSIC Clad Casement, Auralast Pine, Chestnut Bronze Exterior, Viewed from Exterior. Scale: 1 /8" = V Natural Interior, Nail Fin (Standard), Color Match Metal DripCap, 3 3/16 Jamb, Hinge Right, Folding Handle, Chestnut Bronze Hardware, Concealed /Stainless Hardware, DP 35, Insulated Low -E EC Annealed Glass, Preserve Film, High Altitude, 7/8" Bead SDL w /Perm Wood Chestnut Bronze SDL, Light Bronze Shadow Bar, Colonial 2 Wide 2 High BetterVue Mesh Chestnut Bronze Screen, GlassThick= 0.7095, Clear Opening: 22.011w, 25.585h, 3.91 sf U- Factor: 0.28, SHGC: 0.22, VLT: 0.39, Energy Rating: 18.00, CPD: JEL -N- 805 -00905 -00002 PEV 2013.1.1.651/PDV 5.767 (02/12/13) NW $401.90 2 $803.80 Total: $59,544.38 CO State tax(2.9 %) $1,726.79 Eagle County tax(1.5 %) $893.17 NET TOTAL: $62,164.33 Total Units: 44 QQ- 2.13.1.1057 oust- 053179 Page 13 of 14(Prices are subject to change.) 3BAW09252 - 5/31/2013 - 1:33 PM Quote Date: 5/31/2013 Drawings are for visual reference only and may not be to exact Last Modified: 5/31/2013 scale. All orders are subject to review by JELD -WEN Note: Please be advised this is a Non - Stock, Non - Returnable, Special order product. Your signature below indicates you have reviewed the specifications, quantities, and details of this order. Samples have been made available for your review. ABWD makes no expressed or implied warranties including no warranties of merchantability, fitness or fitness for a particular purpose and the Buyer shall rely solely on the warranties provided by manufacturer. X QQ- 2.13.1.1057 oust- 053179 Page 14 of 14(Prices are subject to change.) JBAW09252 - 5/31/2013 - 1:33 PM Quote Date: 5/31/2013 Drawings are for visual reference only and may not be to exact Last Modified: 5/31/2013 scale. All orders are subject to review by JELD -WEN r 5.23.13 Stockton Residence Lot 19, Block 2 Vail, CO 81657 We hereby propose to furnish all labor and materials needed to perform the roofing specified below and on all attached sheet(s). Attached sheets are apart of this proposal, Unless otherwise specified, the following conditions shall apply: 1. Any guarantee offered, shall not be valid until contract price is received in full. The guarantee will be retroactive to the last day S & H Roofing, Siding, & Trim Inc. worked on this job. 2. Building permits and dumpsters are not included in our price, unless specifically mentioned in the attached specifications. 3. All material is guaranteed to be as specified. 4. All work shall be complete in a workman like manner according to the specifications submitted. 5. All workers are fully covered by Workman's Compensation Insurance. 6. This bid may be withdrawn if not accepted in 30 days. 7. Early billing for materials will be required. We hereby propose to furnish all material and labor complete and in accordance with above /attached specifications, for the sun: of See attached sheet(s) for all prices /options DOLLARS see attached Authorized signature, S & H Roofing, Siding, & Trim Inc Acceptance of proposal: The above /attached prices, specification, and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as follows: total balance is due and payable upon completion of work specified A late charge of L5% per month is imposed on all accounts that are not paid within 30 days of receipt. By charging a late charge we are not agreeing to extend credit or agreeing that the invoice need not be paid upon receipt. All payments received on past due accounts will be credited first to late charges and then to unpaid pass due amounts If invoices are not paid within 60 days, S & HRoofing, Siding, & Trim inc. will automatically forward information to its attorney for lien proceedings The owner agrees to pay for all costs of collection, including, but trot limited to reasonable attorney fees: Authorized Signature Owner or Agent: Date P.O. Box 5653 EAGLE, CO 81631 OFFICE: 970.6-88—.01-0-5- JSOKUP @CENTURYTEL.NET FAx: 970.328.3039 Dry in — Colored Standing Seam - Colored Flashings a) Install Grace High Temp, over the entire roof. This price includes repairs after other trades. Use primer and mastic as needed. b) Install Colored 16" Snap Lock 450 Standing Seam roofing, according to the UBC, and instructions by SMACNA. Use starter, hip, and ridge. c) Fabricate and install flashings at standing seam roofing, consisting of eave and rake drips edges, valley, end wall, sidewall, curbs, peaks, and ridges. Price for work performed above: Options $ 40,500.00 1. Fabricate and provide to others all colored wall transition flashings, at windows, doors, bellybands, stone, and siding. Price for work performed above: $ TBD 2. Install 5" colored box gutter and 3" box downspouts at eave locations, as on prints. Price for work performed above: $ TBD 3. Install 240 Volt heat tape in gutter and downspouts, leaving electrical hook ups for the electricians. Price for work performed above: $ TBD 4. Install aluminum Rocky Mountain Z- Bracket, two pipe snow fence system, clamped every 16" rib at standing seam roofs. Price for work performed above: $ TBD 5. Fabricate and install 24 gauge colored Wall Panels, at elevations on prints. Install Grace Ice and Water shield over sheathing. Screw 3/" plywood over bituthene, and attach wall panels following joint layout. Price for work performed above: $ TBD P.O. Box 5653 EAGLE, CO 81631 OFFICE: 970.688.0105 JSOKUP @ CENTURYTEL.NET FAX: 970.328.3039 2 R00FIT11,3z 6. Install CCW -50OR hot rubber waterproofing, covering with protection and drainage board, following manufactures specifications, at balconies. Colored drip edge is included in this section. Price for work performed above: General Exclusions and Qualifications $ TBD 1. Snow removal is excluded from the base bid. Please use an hourly rate of $ 45.00 per man hour for snow removal and winter related extras. 2. Pricing included this proposal for some materials such as cedar, copper, and polyisocyanurate insulation is based on current pricing. The price can't be guaranteed by our suppliers and is subject to a price increase at the time of ordering. Any increase in current pricing will be added, via a change order to the contract. 3. S & H Roofing, Siding, & Trim Inc carry property damage liability insurance in the amount of $1,000,000.00 per occurrence, $ 1,000, 000.00 in aggregate. Workman's Compensation Insurance through Colorado State Compensation. No further insurance compensation is included in our price, and if required, the additional cost will be added to the contract price. 4. Upon receipt of the contract price S & H Roofing, Siding, & Trim Inc will issue a two year workmanship warranty. P.O. Box 5653 EAGLE, CO 81631 JSOKUP C[ CENTURYTEL.NET OFFICE: 970.688.0105 FAX: 970.328.3039 3 sul► d s InsulVail, LAC Post Office Box 2888 Vail, Colorado 81658 970 -524 -3000 Fax 970 -524 -3001 Mr. Greg Johnson - Vail Custom Builders ;,r,7� SGyG� f ►"! Box 2809 Ed 2 1 E� f,✓��` l�,r�i�/�'�t�i! Edwards, CO. 81632 VIA EMAIL: greg@vailcustom.com PROJECT: Stockton Residence May 28, 2013 Bald Mt. Road Vail, Colorado 81657 SPECIFICATIONS: �) R -13 2" polyurethane spray foam (puf) to 14" TJI exterior ceiling and decks with R -45 12" cellulose for a total R -58 ►� R -13 2" puf to roof rims Z) R -23 Blow -In- Blanket System fiberglass insulation (BIBS) to 2x6 exterior walls c� R -13 2" puf to 14" TJI garage exterior ceilings with R -45 12" cellulose for total of R -58 z R -23 BIBS to 2x6 garage exterior walls z R -23 BIBS to 2x6 garage common walls 2 R -15 BIBS to 2x4 furred concrete exterior walls MemBrain smart vapor barrier to Exterior Ceilings and furred concrete exterior walls 6 mil poly to exterior walls and and garage common walls 2" puf to mid floor rim joist 3) Cellulose to 117/8" TJI mid floors 3) Cellulose to 2x4 and 2x6 interior walls 2J Foam all windows, doors and penetrations TOTAL cost installed including labor and tax $34,874.00 NOTES: Includes material increases for the next six months OPTIONS: Page 1 of 1. R -6.7 1" polyurethane spray foam to 2x6 exterior walls and garage exterior walls with R -16.65 cellulose for a total R -23 R -12 3.25" cellulose to furred concrete exterior walls ADD $3,981.00 Thank you for the opportunity to submit this proposal. a,- Rick Rogers Branch Manager GLC Drywall, Inc. PO Box 993 Gypsum, CO 81637 Name / Address Vail Custom Builders 0429 Edwards Access Rd. Northstar Center, A207 PO Box2809 Edwards, CO 81632 Customer Fax 970 -926 -8253 Estimate Date Estimate # 5/24/2013 1146 T 7 � rruuusut Contract MONTY' S PROFESSIONAL PLUMBING AND HEATING P.O. Box 2271 Gypsum, Co. 81637 Cell 303- 472 -3211 Fax 970 -524 -0676 License # 178863 Proposal Submitted To: VAIL CUSTOM BUILDERS Date: 5 -26 -13 Job name: 2470 BALD MOUNTAIN ROAD Job location: STOCKTON RESIDENCE We propose, hereby to furnish material and labor- complete in accordance with specifications below for the sum of $40,300.00 PAYMENT: 15% UPON CONPLETION OF UNDERGROUND PLUMBING 55% UPON COMPLETION OF ROUGH PLUMBING 30% UPN COMPLETION OF FINAL PLUMBING GARAGE/LOWER LEVEL: RADON VENT THRU THE ROOF AYNDRY ROOM: 1- WASHER BOX, 1- FLOOR DRAIN MECH. ROOM: 1- FLOOR DRAIN, 1- FLOOR SINK, MAIN WATER HOOK UPW /BACKFLOWDEVICE, IRRIGATION LINE W/ BACKFLOW DEVICE W/ CERTIFICATION GARAGE: 3 -FLOOR DRAINS GAS PIPING: 2- BOILERS, BARBEQUE, KITCHEN COOKTOP, BASEMENT FIREPLACE, DRYER, MASTER FIREPLACE AND GREAT ROOM FIREPLACE POWDER ROOM: 1- TOILET AND 1- SINK, BATH ONE: 1- TOILET, 1- SINK, 1- TUB AND SHOWER BATH TWO: 1- TOILET, 1 -SINK AND 1- SHOWER MAIN FLOOR: KITCHEN: 1- KITCHEN SINK AND 1- VEGGI SINK, DISHWASHER AND ICEMAKER HOOK UP POWDER ROOM: 1- TOILET AND 1 -SINK MUD ROOM: 1- PET SHOWER MASTER BATH: 1- TOILET, 2- SINKS, 1- SHOWER W/ 2HEADS AND 1- SELF RIMMING TUB :R FLOOR: T BATH: 1- TOILET, 1- SINK AND 1- TUB AND SHOWER INSTALLATION OF APPLIANCES BY OTHERS CASTIRON VERTICAL WASTE PIPING WHERE NOISE IS A CONCERN IF GROUND 1S TO HARD AND ROCKY TO DIG WITH A SHOVEL AND JACK HAMMER, THE BUILDER SHALL PROVIDE AN EXCAVATOR Proposal my be withdrawn if not excepted within 30 days Payment due must be paid within 15 days upon receiving this invoice or there will be a 10% charge per month. All material is guaranteed to be as specified. All work to be complete in a workman like manner according to standard practices. Any alteration of deviation from specifications below involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workmen's Compensation insurance. Acceptance of Proposal - The above prices, specifications Signature: and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. I Phoenix Automatic Sprinkler Inc. 7684 S. Brentwood St. Littleton, Colorado 80128 PHONE (720) 922 -9231 / CELL (303) 523 -2098 ALTERNATES #1 X #2 Accepted By Alternate price for copper pipe instead of CPVC= $20,158.00 Print Name Date FROM THE DESK OF RONALD KELLEY Date Project 05/30/13 Date of Dwgs: 05/01/13 Base Bid: $16,050.00 1 Stockton Residence Address: Lot 19 Bald Mountain Road Contractor: Vail Custom Builders, LLC Phone: 970 - 926 -8771 Fax: Address: 0429 Edwards Acess Rd. / Northstar Center A207, Edwards, CO 81632 Description: Install fire suppression sysem through out Spec. No: NONE Alternate YES Addendums: NONE Bonds: NO NFPA Code: NFPA13D Addit. AHJ's: Vail Fire FLOW TEST: Static Pressure N/A Res. Pressure N/A Flow N/A Test By Location SYSTEM TYPES PROVIDED: Hazard Class: LIGHT / ORD Density: 01 Remote Area: 3 heads Sq. Ft. Per Head 1301225 Our Point of Connection: Underground: NO Standpipe: Fire Pump: NO Hoses: NO YES Cabinets: NO Transfer Switch: Boost: NO NO Other: GPM: NO Backflow: YES Alarm Check: NO Sprinklers: TYCO /RELIABLE Main Pipe: CPVC /Copper Branchline Pipe: CPVC /Copper Fittings: CPVC /Copper EXCLUSIONS: Access Panels: X Fire Exting's: x Centering Sprs: x In -rack Sprs: X Soffits: x Hose Valves: X Alarm / Detect: X Liquid Damage: X Cabinets: X Struct. Improv.: X ChloriN /Ation: x Prev. Wages: X Night Work X Temp Protection X Galy. Materials X F. M. Approval X Hood Systems X Also, X We assume only one mobilization X Not responsible for unforeseen conditions X Freeze Protection is the responsibility of the owner X Site clean up (other than our own debris) X CAD disks provided at no cost X Required engineering and review time after notice to proceed X Coordination shall be a combined effort of all trades including the G.C. 4 Weeks X Surety, performance, or payment bonds X Proposal is valid for 30 days from bid date ALTERNATES #1 X #2 Accepted By Alternate price for copper pipe instead of CPVC= $20,158.00 Print Name Date Proposal Contract MONTY' S PROFESSIONAL PLUMBING AND HEATING P.O. Box 2271 Gypsum, Co. 81637 Cell 303- 472 -3211 Fax 970 -524 -0676 License # 178863 Proposal Submitted To: VAIL CUSTOM BUILDERS Phone: Job Location: Job Name STOCKTON HOUSE Date 5 -26 -13 We propose hereby to furnish material and labor- complete in accordance with specifications below for the sum Df:$44,730.00 Note: This proposal may be withdrawn by us if not accepted within 30 days. 60% UPON COMPLETION OF MECANICAL ROOM 30% UPON COMPLETION OF FLOOR TUBING 10% UPON COMPLETION OF FIANL HEAT RADIANT HEAT FOR THE HOUSE W/ DOMESTIC HOT WATER W/ HOT WATER RECIRC LINE -NIT 25UMDH WALL HUNG CONDENSING BOILER j- UPS26 -99FC PUMPS 1- GRUNDFOS UP 10- 16BUATLC RECIRC PUMP 11- HONEYWELL ZONE VALVES 11- HONEYWELL DIGITAL THERMOSTATS 115 GAL. HEAT FLOW INDERECT WATER HEATER 2- TACO 406 ZONE CONTROL 9000' WIRSBO HEPEX TUBING 30 GA. GLYCOL INSULLATION UNDER PIPE BY OTHERS All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration of deviation from specifications below involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workmen's Compensation insurance. Acceptance of Proposal - The above prices, specifications Signature: and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above.