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Home My WebLink AboutB11-0139C KAUP ENGINEERING INC. Gies Architects 404 Broadway Eagle. CO 81631 RE: Moore Residence, Vail, CO Dear David: 3, l - D rag 4129 Grand Avenue Glenwood Springs, CO 81601 (970)945-9613, fax (970)945-9633 January 20, 2012 Per your request, I met with Clinton Amundson of Vail Custom Builders at the Moore Residence to review structural framing prior to insulation of the building. Item 1: The observed areas appeared to be in general conformance with the construction documents. Item 2: The upper stair wall was shortened based as previously discussed. The floor beam above is a continuous (2) 117/8 Microlam and is acceptable as framed. Item 3: The entry roof rafters were hung from a flush framed ledger in lieu of bearing on the interior bearing wall. The ledger was attached to the side of a 2x4 @ 16" on center stud wall. The ledger shall be attached with (4) SDS25412 screws @ 16" on center into vertical wall studs. Please call with any comments or if I can be of further assistance. October 27, 2011 Subject: Commencement Materials Testing, Moore Residence Remodel; 1916 West Gore Creek, Vail, Colorado Job Number: 11 -6595 Mr. Clinton Amundson Vail Custom Builders, LLC 429 Edwards Access Rd. P.O. Box 2809 Edwards, CO 81632 Dear Mr. Amundson, GROUND Engineering has been retained to perform periodic material testing for this project. Preliminary test results will be provided to your field representatives on a daily basis. Final reports will be mailed after the data is available and the reports have been processed by our office. If additional copies of these reports must be sent to firms or agencies other than yourself, please provide a detailed listing with contact information. Ground Engineering Consultants, Inc.'s fees, scope of work, and limitations will be in accordance with our proposal number 1110 -1576. Thirty days after the invoice date the payment is past due, and will be subject to 1.5 percent interest per month. Ground Engineering Consultants, Inc. has the right to retain all reports and work not yet delivered until past due invoices are paid in full. The services that we have been retained to provide (materials testing and geotechnical engineering services) are intended to assist the contractor, owner and governing authorities in evaluating compliance with project plans and specifications. In order to provide timely and useful data, the client must coordinate with and assist the pertinent subcontractors with scheduling our services. The purpose of our presence on the project site is solely to provide testing and to report the associated results. It shall be understood that Ground Engineering Consultants, Inc.'s responsibility does not include supervision or direction of the contractor(s), nor do test results and /or observations indicate that we are approving or rejecting the quality or placement of the construction materials. The proposed scope of work does not consist of construction management services relating to acceptance of materials, material types, or placement methodology. If required, these construction management services can be provided under a separate scope of work. GROUND cannot be held responsible for work performed or materials supplied by others, nor does Ground Engineering Consultants, Inc. assume responsibility for the contractors safety, means, methods, technologies, sequences or procedures. If asphalt testing is required on the subject project, then the Client must be aware that laboratory testing of asphalt samples can be time - intensive; many test results may not be available for several days, and therefore, there is a potential for asphalt pavements to be fully in place by the time test results are available. GROUND cannot be responsible for pavements that have been placed that do not exhibit material properties that are within project specifications (for characteristics that are determined in the laboratory). �aROUHID ENGINEERING CONSULTRNTS, INC 41 Inverness Drive East, Englewood, CO 80112 -5412 Phone (303) 289 -1989 Fax (303) 289 -1686 www.groundeng.com Office Locations: Englewood • Commerce City • Loveland • Granby • Gypsum • Grand Junction • Casper r• Moore Residence Remodel; 1916 West Gore Creek Vail, Colorado In addition, for jobs where GROUND is functioning as a contractor Quality Control (QC) and where the owner has employed an independent Quality Assurance, there are often cases where there are differences between the QC and the QA test results. These test discrepancies (although the deviation may be within industry standards) can be the difference between the owner's acceptance or rejection of the specific element tested. Therefore, for circumstances where QA oversight is performed, the contractor should obtain QA results prior to the construction of subsequent work. GROUND cannot be held responsible for the normal deviations that occur between testing agencies, even if such deficiencies impact the cost or schedule of the construction. It shall also be understood that the services provided by Ground Engineering Consultants, Inc. will not relieve the contractor of his responsibilities for performing the work in accordance with the project plans and specifications. We request you call GROUND's main office and schedule all observation and testing at least 24 hours in advance of each required observation or test. Additionally, the proposed scope of work is for periodic testing. It is therefore important that the Client, Contractor, or Subcontractors schedule our field technicians for each visit in a manner such that: (1) Sufficient tests are conducted to comply with project specifications; and, (2) That such testing occurs at locations that are randomly spread throughout the materials being tested. The quantity of tests provided for the various elements in the proposal are estimates; actual amounts of individual tests and locations are highly dependant on the Contractor's schedule and the scheduling of our field techs by the Client, Contractor and /or Subcontractors. Many governing agencies require that the Consultant provide some form of final letter at the completion of a project. Such letters are usually required to state that the project was constructed in compliance or general compliance to certain specifications, plans, or codes. As professional consulting engineers, it is not possible or reasonable to state with certainty that all work completed by others completely complied with any specification, plan, or code, and any interpretation as such is incorrect. The Consultant can only make such statements based on the best of their knowledge, their experience, as well as on the specific periodic testing and /or observations that were made and for the time they were made. Any use of the word "inspection" shall be assumed to mean "observation" in any document provided by our office that is in any way connected with this project. Such letters do not constitute any form of warranty, guarantee, or certification, expressed or implied, regardless of the wording used. Please contact our office if you have any questions regarding the above statements. We look forward to the opportunity of working with you on this project. Sincerely, GROUND ENGINEERING CONSULTANTS, INC. RudaL Paula Y. Davis Job No. 11 -6595 GROUND Engineering Consultants, Inc. Page 2 of 2 7_A// YNQ-QA ��L'4go Sk"o, n DAILY ACTIVITY FORM -- FIELD DRAFT Project Name: /9 /G k". Project Number: // 41-Af— Date:_ la/S� // Weather: AS v b- 'J *agXV "4 /9 i nxversr rXre To d 'ca k von _ Extraction /Gradation Mod Proctor and Classify Other - Gradation Other - vogind 4r15 r' T •.. C c L /J T•q-sC „-i t /92 .1 6? plu'reer GL4 = G y of H,(T J-0,0 "If 7"e MSS 'rY'r k r 16TUEL r 'oV�6 A6 i =0, 3 7WA;r" z r 13 flc: reSr;^,r NL'E 1 zy 13 E On. ✓a- ljenae r . /9 z wycL Z-rc eA .41 4 / l ,C a a 44.1 bld r, i464_ &-6 N Ala 4,66QI 'C cC- ,y C" M /3aGd ,f a�1. Hours / Time Visit 1 Visit 2 Begin End Total Time: Field Rep Sampling /-Lab Analysis Concrete Cylinders Max Theo /Marshall Std Proctor and Classify _ Extraction /Gradation Mod Proctor and Classify Other - Gradation Other - 41 Inverness Drive East Office Locations GROUND Englewood, CO 80112 Englewood: Commerce City Tel: (303) 289 1989 Loveland : Granby Fax: (303) 289 1686 Gypsum ENGINEERING CONSULTRNTS INC. HHepworth - Pawlak Geotechnical, Inc. f)tech Glen County Road 154 G( Glenwood Springs, Colorado 81601 Phone: 970 -945 -7988 HEPWORTH - PAWLAK GEOTECHNICAL Fax: 970- 945 -8454 email: hpgeo@hpgeotech.com August 18, 2011 Vail Custom Builders Attn: Clinton Amundson P.O. Box 2809 Edwards, Colorado 81632 clinton@vailcustom.com Job No. 111 223A Subject: Observation of Crawlspace Footing Pad Excavations, Proposed 2nd Story Addition, Moore Residence, Lot 47, Vail Village West, Filing 2, 1916 Gore Creek Drive, Vail, Colorado Dear Clinton: As requested, a representative of Hepworth - Pawlak Geotechnical, Inc. observed the footing pad excavations at the subject site on August 8, 2011 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our agreement for professional engineering services to Vail Custom Builders, dated July 25, 2011. The findings of our previous observation of other proposed addition areas were presented in a report dated August 5, 2011. Evaluation of potential geologic hazard impacts to the property is beyond the scope of our services. The current area observed is a crawls ace below the upper, south part of the existing building that is proposed to have a 2 story addition and be supported on the existing foundation. Three additional interior footing pads are proposed for load support and have been sized for an assumed allowable bearing pressure of 2,000 psf. The existing residence is relatively old and we understand that there has probably been some differential movement of the building. Immediately behind of the residence (and closest to the current observation area) is a very steep slope up to Highland Meadows subdivision. At the time of our visit to the site, the excavations for the 3 footing pads had been cut from 1 to 2 feet below the adjacent ground surface. The south footing pad is on a bench 5 feet higher than the lower 2 pad excavations. The soils exposed in the bottom of the excavations consisted of silty sand with gravel. The soils were too rocky to obtain undisturbed samples for swell- consolidation testing. Results of laboratory classification testing performed on samples taken from the crawlspace area are summarized in Table 1. No free water was observed in the excavations and the soils were typically moist. Parker 303- 841 -7119 • Colorado Springs 719- 633 -5562 • Silverthorne 970- 468 -1989 Vail Custom Builders August 18, 2011 Page 2 Considering the soil conditions exposed in the excavations, the nature of the proposed construction, spread footings placed on the undisturbed natural soil and designed for an allowable bearing pressure of 2,000 psf can be used for support of the proposed new interior loads. Some settlement of the footings differential to the existing building should be expected. Footings should be a minimum width of 3 feet. Other recommendations presented in our previous report that are applicable should also be observed. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavations and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLA1ICAL, INC. Steven L. Pawlak, P USuaboratory 15222 SLP/ksW Attachment: Table Test Results cc: Kaup Engineering — Attn: Dale Kaup, PE (kaupeng_@rof net} Job No. III 223A GecPtech HEPWORTH- PAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Job No. 111 223A SAMPLE LOCATION NATURAL MOISTURE CONTENT NATURAL DRY DENSITY GRADATION PERCENT PASSING NO. 200 SIEVE ATTERBERG LIMITS IN BOTTOM EXCAVATION UNCONFINED COMPRESSIVE STRENGTH PSF SOIL OR BEDROCK TYPE GRAVEL ( %) SAND ( %) LIQUID LIMIT PLASTIC INDEX Upper Crawlspace Middle Pad 9.7 13 Silty Sand and Gravel North Pad 9.3 100 34 Silty Sand and Gravel H tech HEPWORTH - PAWLAK GEOTECHNICAL August 5, 2011 Vail Custom Builders Hepworth - Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970- 945 -7988 Fax: 970-945-8454 email: hpgeo ®hpgeotech.com Attn: Clinton Amundson P.O. Box 2809 Edwards, Colorado 81632 clinton@vailcustom.com Job No. 111 223A Subject: Observation of Excavations, Proposed Additions and Remodel, Moore Residence, Lot 47, Vail Village West, Filing 2, 1916 Gore Creek Drive, Vail, Colorado („ Dear Clinton: As requested, a representative of Hepworth - Pawlak Geotechnical, Inc. observed the excavations at the subject site on July 29, 2011 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our agreement for professional engineering services to Vail Custom Builders, dated July 25, 2011. Evaluation of potential geologic hazard impacts to the property is beyond the scope of our services. • The proposed construction consists of a deck addition supported on ten isolated pad footings to the west side and a stairway supported on a slab to the east side of the residence. New footings will be provided on the inside below the basement slab. Spread footings sized for an allowable bearing pressure of 2,000 psf were assumed in the design. The existing residence is relatively old and we understand that there has probably been some differential movement of the building. Immediately behind of the residence is a very steep slope up to Highland Meadows subdivision. At the time of our visit to the site, the excavations for the footing pads had been cut from 3 to 4% feet below the adjacent ground surface. The soils exposed in the bottom of the excavations consisted of clayey sand with some gravel and had been compacted. The Parker 303 - 841 -7119 • Colorado Springs 719- 633 -5562 • Silverthorne 970 -468 -1989 Vail Custom Builders August 5, 2011 Page 2 excavations for the interior footings had been cut to 6 inches below the slab and exposed moist sandy clay. Results of swell - consolidation testing performed on a sample of the clayey sand from the 2nd pad excavation south of the north end, shown on Figure 1, indicate the soils are moderately compressible under conditions of loading and wetting. The clay soils exposed inside the building would also be expected to be compressible under loading and wetting. The soils exposed at the east exterior slab area consisted of foundation wall backfill. An in -place density test performed at slab subgrade level showed a dry density of 106.4 pcf and a moisture content of 7.4% that was estimated to be roughly 85 to 90% relative compaction. No free water was encountered in the ® excavations and the soils were typically moist. Considering the variable soil conditions exposed in the excavations, the nature of the proposed construction and possible prior movement of the existing building, spread footings placed on the undisturbed natural soil and designed for an allowable bearing pressure of 1,500 psf can be used for support of the proposed new interior loads. Some settlement of the footings differential to the existing building should be expected. The exterior pad footings on the west side could be designed for an allowable bearing pressure of 2,000 psf with the risk of differential settlement. Enlarging the footing pads or helical piers could be used to reduce the settlement risk. The subgrade material on the east side does not appear suitable to support the stairway slab foundation. The existing fill should be removed and replaced compacted to at least 95% of standard Proctor density or the bearing level extended down to the natural soils. The potential for differential movement and avoiding additional load on the existing building should be considered in the stairway slab support. Footings should be a minimum width of 20 inches for continuous walls and 30 inches for columns. Loose and disturbed soils and existing fill in footing areas should be removed and the bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Structural fill placed within slab -on -grade areas can consist of the on -site soils Job No. 111 223A Gi;&ech Vail Custom Builders August 5, 2011 Page 3 excluding organics, debris and rocks larger than about 6 inches, compacted to at least 95% of standard Proctor density at a moisture content near optimum. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at least 10 feet of the building. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavations and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office. • Sincerely, HEPWORTH — PAWLAK GEOT HNICAL, INC. �1�N�•'r .; 9 R • Steven L. Pawlak, P.E. 15222 Reviewed by: DEH J..• At •'per SLP /ljg attachments Figure 1 — Swell- Consolidation Test Results cc: Kaup Engineering — Attn: Dale Kaup, PE (kaupeng @rof.net) Job No. 111 223A �M �I Moisture Content = 10.3 percent Dry Density = 110 pct Sample of: Clayey Sand From: Bottom of Pad Excavation, West Side 0 0 1 U) a E 0 U 2 3 Compression upon wetting 4 0.1 1.0 10 100 APPLIED PRESSURE - ksf 111 223A N �'� h HEPWORTH- PAWLAK GEOTECHNICAL SWELL - CONSOLIDATION TEST RESULTS Figure 1 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MIN OF R . 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 #: B11 -0139 Job Address: 1916 W GORE CREEK DR VAIL Location......: Parcel No....: 210312307029 OWNER MOORE, TIM & MERIDITH 4102 SAINT LUCIA ST BOULDER CO 80301 APPLICANT GIES ARCHITECTS PO BOX 2195 EAGLE CO 81631 CONTRACTOR VAIL CUSTOM BUILDER; PO BOX 2809 EDWARDS CO 81632 License: 0000003221 05/24/2011 05/24/2011 Phone: 970-328-9280 07/11/2011 Phone: 970-904-0512 Description: INTERIOR AND EXTERIOR REMODEL OF EXISTING HOUSE - ADD UPPER LEVEL TO HOUSE Project #: Applied.....: Issued... P RJ 11 -0053 05/24/2011 09/01/2011 Occupancy: R -3 Type Construction: VB Valuation: $634,113.00 ......... ..................................... ............................... FEE SUMMARY . ,x............ .............,,.,........ .,......................,...... Building Permit ------ - - - - -> $3,875.00 Bldg Plan Check ----- - - - - -> $2,518.75 Use Tax Fee------------------ - - - - -> $12,482.26 Electrical Permit ---- - - - - -> $506.00 Elec Plan Check ------ - - - - -> $328.90 Restuarant Plan Review--- - - - - -> $0.00 Mechanical Permit - - - - - -> $640.00 Mech Plan Check ---- - - - - -> $160.00 Additional Fees--------------- - - - - -> $0.00 Plumbing Permit --- - - - - -> $495.00 Plmb Plan Check ---- - - - - -> $123.75 Recreation Fee--------------- - - - - -> $144.75 Investigation------------------ - - - - -> $0.00 Will Call ------------------------------ > $20.00 TOTAL PERMIT FEES -- ----------- > $21,514.41 Payments -- ---------------------------- > $21,514.41 BALANCE DUE------------------ - - - - -> $0.00 DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the 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 BE44ADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM Signature of O ontractor Date' Z Print Name combination permit_012811 CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B11 -0139 Owner: MOORE, TIM & MERIDITH Cond: CON0011948 sprinkler system and monitored fire alarm system required combination permit_012811 Address: 1916 W GORE CREEK DR VAIL Location: OVAIL REQUIRED INSPECTIONS AND STATUSES Permit #: B11 -0139 Owner: MOORE, TIM & MERIDITH Address: 1916 W GORE CREEK DR VAIL Location: Item: 00010 BLDG - FOOTING Item: 00020 BLDG - Foundation /Steel Item: 00120 ELEC -Rough Item: 00200 MECH -Rough Item: 00220 PLMB- Rough /D.W.V. Item: 00230 PLMB- Rough /Water Item: 00240 PLMB -Gas Piping Item: 00022 PLAN -ILC FRAMING Item: 00030 BLDG - Framing Item: 00050 BLDG - Insulation Item: 00060 BLDG - Sheetrock Nail Item: 00070 BLDG -Misc. Item: 00190 ELEC -Final Item: 00290 PLMB -Final Item: 00390 MECH -Final Item: 00410 Special Inspect - progress rept Item: 00420 Special Inspect -final rept Item: 00534 PLAN - FINAL C/O Item: 00090 BLDG -Final combination permit_012811 TOWN OF VAIL, COLORADO Statement Statement Number: R110001124 Amount: $220.00 09/01/201112:18 PM Payment Method:Credit Crd Init: SAB Notation: visa - clinton amundson ----------------------------------------------------------------------------- Permit No: Bll -0139 Type: COMBINATION BLDG PERMIT Parcel No: 2103 -123- 0702 -9 Site Address: 1916 W GORE CREEK DR VAIL Location: Total Fees: $21,514.41 This Payment: $220.00 Total ALL Pmts: $21,514.41 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 220.00 TRANSMITTAL FORM Revision Submittals: 1. "Field Set' of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: L )t -ol39 FZ3 -11-- oos3 Attention: Project Street Address: (Number) (Street) (Suite #) Building /Complex Name: Contact Information: Company: yC - L Company Address: 2, 0 Rm Z�SO City: _ [�V✓£�/'®J State: CO Zip:-9-/6 S Contact Name: Contact Phone:�� E -Mail /. YI 2-OnL* \Ano Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: $ Plumbing: $ Electrical: $ Mechanical: $ Total: $ ,-ko evisions () Response to Correction Letter _attached copy of correction letter () Deferred Submittal ( ) Other Description / List of Changes:: Z '2 11 C� (use additional sheet if necessary) Date Received AN 24 2111 TOWN OF VAIL 01 -Jan-10 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES 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 #: B11 -0139 Job Address: 1916 W GORE CREEK DR VAIL Location......: Parcel No....: 210312307029 OWNER MOORE, TIM & MERIDITH 4102 SAINT LUCIA ST BOULDER CO 80301 APPLICANT GIES ARCHITECTS PO BOX 2195 EAGLE CO 81631 CONTRACTOR VAIL CUSTOM BUILDER; PO BOX 2809 EDWARDS CO 81632 License: C000003221 05/24/2011 05124/2011 Phone: 970-328-9280 07/11/2011 Phone: 970-904-0512 Description: INTERIOR AND EXTERIOR REMODEL OF EXISTING HOUSE - ADD UPPER LEVEL TO HOUSE Project #: Applied.....: Issued... PRJ11 -0053 05/24/2011 07/11/2011 Occupancy: R -3 Type Construction: VB Valuation: $634,113.00 ..... x ........................................... «,....<..�..................... FEE SUMMARY ...<........,.................................. ...... «.................,...... Building Permit ------ - - - - -> $3,875.00 Bldg Plan Check ----- - - - - -> $2,518.75 Use Tax Fee------------------ - - - - -> $12,482.26 Electrical Permit ---- - - - - -> $506.00 Elec Plan Check ------ - - - - -> $328.90 Restuarant Plan Review--- - - - - -> $0.00 Mechanical Permit - - - - - -> $640.00 Mech Plan Check --- - - - - -> $160.00 Additional Fees--------------- - - - - -> $0.00 Plumbing Permit --- - - - - -> $495.00 Plmb Plan Check ---- - - - - -> $123.75 Recreation Fee--------------- - - - - -> $144.75 Investigation------------------ - - - - -> $0.00 Will Call ------------------------------ > $20.00 TOTAL PERMIT FEES ------------- > $21,294.41 Payments -- ---------------------------- > $21,294.41 BALANCE DUE------------------ - - - - -> $0.00 DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the 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 A - 4:00 PM. zr // Signature of Owner or Contractor Date Print Name combination permit_012811 OVAU CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B11 -0139 Owner: MOORE, TIM & MERIDITH Cond: CON0011948 sprinkler system and monitored fire alarm system required combination permit_012811 Address: 1916 W GORE CREEK DR VAIL Location: TOWN OF REQUIRED INSPECTIONS AND STATUSES Permit #: B11 -0139 Owner: MOORE, TIM & MERIDITH Address: 1916 W GORE CREEK DR VAIL Location: Item: 00010 BLDG - FOOTING Item: 00020 BLDG - Foundation /Steel Item: 00120 ELEC -Rough Item: 00200 MECH -Rough Item: 00220 PLMB- Rough /D.W.V. Item: 00230 PLMB- Rough/Water Item: 00240 PLMB -Gas Piping Item: 00022 PLAN -ILC FRAMING Item: 00030 BLDG - Framing Item: 00050 BLDG - Insulation Item: 00060 BLDG - Sheetrock Nail Item: 00070 BLDG -Misc. Item: 00190 ELEC -Final Item: 00290 PLMB -Final Item: 00390 MECH -Final Item: 00410 Special Inspect - progress rept Item: 00420 Special Inspect -final rept Item: 00534 PLAN - FINAL C/O Item: 00090 BLDG -Final combination permit-012811 TOWN OF VAIL, COLORADO Statement Statement Number: R110000764 Amount: $18,437.8007/11 /201103:37 PM Payment Method: Check Init: SAB Notation: VAIL CUSTOM BUILDERS ----------------------------------------------------------------------------- Permit No: Bll -0139 Type: COMBINATION BLDG PERMIT Parcel No: 2103 - 123 - 0702 -9 Site Address: 1916 W GORE CREEK DR VAIL Location: Total Fees: $21,294.41 This Payment: $18,437.80 Total ALL Pmts: $21,294.41 Balance: $0.00 ACCOUNT ITEM LIST: Account Code -------------- Description Current Pmts - - - 00100003111100, GFPO - -- ------------------------ - - - - -- ------ - - - - -- ELEC PERMIT FEES- GFP012 574.00 BP 00100003111100 BUILDING PERMIT FEES 3,820.89 MP 00100003111100 MECHANICAL PERMIT FEES 640.00 PF 00100003112300 PLAN CHECK FEES 328.90 PP 00100003111100 PLUMBING PERMIT FEES 495.00 RF 11100003112700 RECREATION FEES 144.75 UT 11000003106000 USE TAX 49. 12,414.26 WC 00100003112800 WILL CALL INSPECTION FEE 20.00 Job Name:. _ BE"Oum Job Address: PenTiiE'%lQ,; SPECIAL INSPECTION AND TESTING AGREEMENT (To appifcants of projents,►equiring Special inspection or ToWng par $action 1701 of the IBC) Tka owner.or ttisllter.retsrassntative, on the advice of Jhe'siusipn pfofeartlonal In jesponsibte attargp, shad oonip[ote, seal, sign and aubmit a COPY of the Spircial lnspectiob Agreetrrant and Stripcturuf Tests Schedules[ to .the Town of Val; for review and approval, Slgnoturas aro rpqulred on bath pages; Photocopied or iudd sidnatures aceacCeptable: Thd owner and 11100r ganaral c bnfractor, where ppp }icabla, shat sTso :atknowledgo the WIlowng evndltI mgapplIcOletoSpeclal 'InspectlonT6sdnq, 1. Contractor ft responsible for proper nu6Brafiori to the Inspection or TesHng agency for Rents I(stfid(Page i) VBG1704) 2. OWY the teaft labmato y- shoulfi take sam pteS and transport thent Id their laboratory. 3. Copies of all labgratgry repotN and Inspdcdoht are to be sent dlrecdy to the Town ofVall by the Testing agency on 8 weekly bws, 4, ir#ppcUan agendY id aubrkt4 trtnle,S WN 9uellfcationa of do -site &pedal inspectors to the Tawn of Vail for revielvand approrrat- (Pegs 2) 5. The sppclal inspector Is responsible to lmmed ately nobly the Town of Vail Bulf&ug official in Wilting of any concerns and/orproblems encountered. A. It -is fhei rabponsibifity of the sontr'act& to re%Aew .the Town 4f Vail appXrtvbd .plays ror ,addifional Jtis-pedibn ar tesft requireirrients that may noted, A {ire- Construction conference at the jntz sltb is recommended to revteW 11peiial tn3pjcgnn procedures. 7. The spacial Inspector shall use only this TQWh of Vail apprcived drawings. Alf spadaf fn6pacton Hold reports mu&t be left bn site W review by -the 'lawn, of Vati staff prior to requlred'Inspectlbns or re. inspections. BEF04V bGCUPANGY 11UIU- BE GRANTED: The special tnspettiott agatley shall submit a signed and sealod.Mdementthat allIturnsrdquldnq testing and lnapecflap.wera fuiffiled and-reported. Those ilerps not testedandlorigaperjed shall he o0tc!0 this stdiemenL A sgpyr -of tlie siaternenf shall btr tnairitatned at the job s #e far.ihe Huildingdrlspactor's retrterr pd'orlo iinat inapetxlan. Acknowledgement .Owno: i�� t (i� Roox Punt rt=e 1S 23 i( J381D I iF17f t/i" [tl�, SPECALI INSPIEtVCIA AND TLSTINo sCHLbIJLE 1tgC 044) pioied Name: Ote n,es Name: Testing in on sJpnewrg AW (✓ f C C� T'engl6d}ie0oh iA �r f.3 Ft" banks Date Ord A vuvti _7 -7'�� Prfnt Name J Date Hereby Cer;fftes That the TORUnRUSpeCtlon Ageney�agled ebdve hat bpea'engaped to pertbrm siruetural taxis and .lhepectionls' during con$tnmljon os checked below, to SaAsfy aR apPUOA1Se porfxrn4 Qf the Ruildf[ q C.odd, Prior to Tlnef inspectfon, fhe Ingectlan Agency 8heg subjWf a statement that Eft items of dep] gAatW work per6atrr_3 were repbrted. Any tterng checked but not tested or inspected wig be noted end expfatued. Whenever any desl hE led iE+ems on Ehe list are ready for aamphng, festtng, or inspeetfon, it shaft be tht~ responslblrrty of Iha contreclor to give 1?ff etystoltcclo1heltigpec{ipn bOrkey so'fhatthe mgtllr'ed �ervfcgs iitay be per(ortnW, REINFORCING STt =.EI-f Tenale d Benii, one set Ott heatpef _ toha . iI1eA8aQog9fPlar�t:eht impaction ofWgknng WSOMRY. PrerwL•Acoepteace Tests- (Maeonfy Uniha, MRPAsma) SpASEpuent Tests {Marfn f. t3MA FigW W4V .Pe4Ns} Inspection ofPlaaeinenlsnd GipitUng CONE SHOT {`al U d1T15 &11�R71tt7_ etc bW I QML11 I kbdar • algta�a rflrdesran of agq[e�adaa tee Taal F 1 $etch AtanLAFepeCtron Cemerd'6rah gam _ • Ins Ptecing' Com sbnTeats Czgt pec5nene PSCk•up8em 06 Sh nk ban Ward Check Air eek FHECA31 GlONCREIE, Rehifordrag Testa Inspectton of Reinforcing Pfacement Tendon Tads Inspecton bfUndon PfataMent Inspection ofConcnea Placement Inspectiprt ofCoAaretstr3atchfag InswUnn ofPaoalAttachmdnf•S, Inwrts CtsnprOWM Tests ihspedjga ofSlresaTngYrrSnsie� PII.lNG, CAM OM CAPS, TIES: tnspect(on offtnfor*v ptacemi ;%t Inspector ofCamota.Placerndnt' ingpecpbn orcbacmie- Ea[chlag Spadilloftf(SMI; D)apas(fons or�peclaf•NSaucorans ntqutrott -4� tINDERMNIRG: ,_ TeRtpafaiy/Pen}iarisrtt 1'n5pec{ipn ofSteol;Fpbriaatlan Inepertlon a; EieLt!blr,Jng & Pomu Ihspp��Z4lon b6CotiCreta PfatortlCht ' Ina`peclion oltiTlrJ�edcs SDsL1+Iku_Sr Tomppeary shortng pemladellt+RBM �dmpTs& Teat. {Listspeclfwcmembersbeiaw} �,, Shop'Iden6flt�flror & YVardimg titspo'O* v9tiop Ultrasdnic.lnspection SnOPRad"rW Fiaidwakwa Inspecton <ft"'e-0 Loewt i 3"_ F(ridpatUng3n5ttsetiatt �f � �+j Pik zoo 17i6'a94nia IdapnClou Fiadiagraphyy ��— 14c— u-tfb fNnrgt OeekVtreldf,v inspsctlun Mr- PgOOK.M. _ _ -- Ihspe'cticn d Placement O AcceptanceTests (C)" Fhid Dere y Slljtloelefmtngljpti O ed Piers fleap•FaundaGoR ems`•'`'' YaF� fig• 3 STRUCTMUL ff Ike PC�'I�iI�'t_ c ¢ IP 4 p ecy to n- a� Fahrtcat)o n hrspactlon:oFtrUSS Jatnf Fabricalren Sample Bleat Gornpanante inspOWon -of Gju L 4m FA4f1caUQn SIeoI't� CONTROL: SPECIAL-CASE$: SPECIAL tNSP.ECTIQN: SBfsmlo Real%tance NO 9T'lel1Gt) AL dinORAL NCIt3 MOO" AlmlDANGe A VeN6N LNVL" LOADS SNOW 60 FS1" a 4.12 a W (10o P9t a OMOy1 A-t2) RBSIOENTtAL 40 Pam YBNDI I91w SPEED 9O MF'H fa SCC41� 6V5ri [?>Q�OS11E2E SM3HIG CATEGORY •0. DESEBN 60015 1. NNtMIA714NAL R.£5I1>eMtAi 'LODE: 120o91 8. I119G STML GONDT16jCTLc:" htAl11.AL Mth r;c(IU } 4: AITG TIMBIZR GCi78TTC zvoN MAWAL f4fh.!` woo 4. %ONdDAT1AN I N'N E1 =R46 FOOMNSS PAVE 6MN VE51fiF�' - FOR AN A= W MA?{NFRl�. ALLOW? z SOIL DOWNS PR�JRE VP 7000 7"SP. PLACED. ON V0015 D SOIL. SOILS ARE A55Ut� TO BE LWFIMM AND Fi07d-- E?GPANSNVE. THr" 0I Ii Ti SH V 1 RETi�tN.A 9oILB L`N6INCOR 7�7 MSt GT TN WARM& WILL IEWOftP DLIRIN6 EYZAVATION TO vm)" vr*ISI'T A9°3.MT'TIONy AND BFARIN6 SOILS PRCN IDE MaRIDATfON DRAIN AND VNDrRP}V,1N 5YSIEPI5 AS pMC.0I.g+l -NOW Or TW SOILS EIJ'dINPF.R. rXECAOTI0145 SRO" W-' TAk" TO P"YZ ET YeT[IN& Of TM ZZARVj S, tWL4- PfLGVIDL potR 61AS DEMTMIHG OCO QeM JM�w v. eowf2um COFIGTtL•TGNiIS Ck'LM >3E516t� fiNA SHALL'lSt� ZOhL4TK41G7irD Ri AOCCKDANC>; YSTH7i:E'. AT�ialGAtd � INSnTilM r1[! D X25 DAY AS P*mo WCaNCK� I�•54W 1. RAVE A MENEMriFI FOR 1`00111155 OR KALLS 2500 Y51 I9?8.PAYO. 60W� PbR KD+-5TVTVRA%- MCiM'tkR SLAV ON ORADM BaW PSI IN = DAYS. PLAGED E>=Pr $L.AB6 flN 6RADE. ALL %LAE ON (SRADE SHALL.kAVC G4mwmL, .JOINTS 6a"CD OR SAdY CL>T$ A 'MATC 20-0'. tYGs S��Gfi WJ►Y llNLE86 9i4OYgI.OTf1EiRt�N6iNSE N K,4AL RE;W1: t4Rf6.�AR9 R�1FORGIf i& 9F#AE L L9>` 1°LS4M17THO PXG4*T As�ANLiv O GA{itFl BY TIM S'iR nv L @ffi14FEQ. LAP SPI.IG>:'S Y'8•ER>• TLRI@T4ffi 541AL[_ 13E..A MINIML�1 OR 9bI3AR•DIAl�7i3:5. i?IQtiJtx G FMp-ak ZS Or- EM kL S'Zt-: AND SPAGIN4 AR,O" ALL GO� PROVIDE 2 - " -ZARZS V41114 A mmli- $ Ctr -T� 1 G1 fON 1 Y4tN7D 7}lE SIDES 071 ALL, oPEF W69 IN �"bV 5 B i rWr¢MDL' ALL AC IE4 W--,R TO StlpgT 12EI7•IF'oR 245 -AT' PO5lyx*g $FIOC - ON 7He MAN&. i`ELWW YOR9 rASMG 5RALLL•C- QNl-OW 3ZrA5T 4 Ale% LAP ^Kff I"ANRIG R�&roFtat!p W OT- M-L **5h M K 2- AT 911 AND END& Am 7 M*j� TO6i 171 A7iGHOR l30LT$ FOR BEAr4 At�ci G0s.1e•1N PEAR NA PL.AMS, I4}ALL:COI4);OT21+L TO ASTM ABO-L AW BC PLACED VM -,9 7 M 7p- WLA -ms. t* C4*rF -E M MA50NR,Y ALL CHEM SHALL. OMft 04 TO MTA CIO. 6.4f6 9MO 5YLOW ORA 8 XV ALL tXTEKOfL.Kgil =4-L SB dMLAvL Tl-1_ MIItRIOR laNGR" MASdNAY VNIT5 N*r'm 1"05W TO kEA'NIiEi 4R BAX74f MAY 159 &KADE K -I OR 5-M. ALL MORTAR FOR I' CrMOR IMMI S' ANO INTMOR BeAN�Nb SHALES 3H111J - GbNPOFZfi TO A.5'rM �'NO, TYPI: 5. tSt?oNtt J'OIi i4A9o1�fR'( PlO72o L9�':AT� ,ti?JD't•JLAgTr�• °.,r�4XI.L � KAM PATH STONE A65RC6A *M-A'ND ZJ:V 1" at4fLL*# k oo .527lEtJd71i tN 2B DAYS. ALL idA-"W SHALL VeVW" 1.550 7'51 LLTIKATI!COWFZnFM 57RJk5TH OW) IN 26.VAY5. R4D 6K411i fFf VI�IiT7GAI, 57'AGRS IMMIED7A7ELY ASR PpINxtAt6 AND A641N 3 MINDTE9 LATL!R FLACE HOR A 1jR5 WdW-9* Sly - Oe 5 A16ARD 'Dw- -O-A Ir' R Aai itlnE L: ALENC S,Acm_w AT t6" O�G. PJCGS3 Y AS'72D'fi'.Dy Ya"R7tGA[. WE1t�oRGt►+Is SHALL. 7 "sl7tt4t7 !'QR 7tE �ifi -L NEi4HT OF TttE WALE. NH OAOVTM> G "!i. 69011T LIM'SHALI_ NOT eXCEEL7 4'-?` lAL 55 Ci€AH MTS ARE FIi24M OE72 IN W. GH GA5V C, ?. LIPT5 OHALL N9t' lc*' s-q•_ FF.OV11?F 1 - w5 W Gl NTFR 0R 4RaIJTO7 G7'7 1 AT ALL GORMZS, 1WTB SIE ONs, . HALL WROA SFAM RVARINOB l�y „LAM MACH SKM or •.-6NLRaL JOINN5 ANP.AT INTERVALS NOT TO P.,XCEF -D 481 - 0•G..tk ge$ NdrW OT RWPU 011 PLAN. Y70Y2L ALL VE7LTTGAL WI+FORGINO TO Y011NDATION Awl VO i To MATCH WALL RawdRr 1,49. rKVCY`1DE 2 - w3.GQNEIN10U6 HORIZONTAL.IM 8' AEEp 6SOVTED E►ol7D 8gA7•I.AT EACH MOOR AW NROQF Lro" AND MM. '4W i OM 13ELOW ALL BL-AM BEARIN65, REIWORC1Nd 0A14 Mm LL CONFORM TO A5TM ASIS, 6PADL` *o. AT SPL IGS9, LAP ISAR& 40 DNAMTEItFB- .6-r obnmRs. ANt3 1N7w;vsf dTIONA, MAKE HORIZONTAL TSARS 4ONT1I•YFCO M MOVIVE_MAYCHIN6 4OR11£1¢ HARS, AR.¢E.NO 6RNIN65 IN PIALL°. FAGV M I - 94 TO lEXT XV A AIN!" M OF 24, $tYOND ft;OE O,k arreNkldr. .1? STEEL ALL 57M- SK43-L CAW"69M To A57M M6 ExCL- T TVGg e4LOHM k:IGH TiHALL a 6NPORM T4 A$ �4 (6T�J1VG I3d.LA7ESr @DI7FON. PIPE SHAPES SHALL CONFORM TO A:5TM ASS (67L� 81: ALL 51401.' wf�-Vofr *WV L Be ! BLDEU. i`lE9 b t 0N=T1ONS SHALL W ISTANDARZk M4MC� W-Ati t 4a4MVVOt1S Y4714 KA'X Or ASTM A62$ 7514 DIAMkTe7[ WILTO TO MT MAH IN VWLE t2GW •AdITJ SHALL CON!<014M TO PurM A9� UNLtlei OSrtgL�14'7L� I•{O.T'CD. ANGKSiC i9ill.T9 $tW,1, rvOtQ'a!W 70 ASRM A'907. `JfRUGTt¢tA1. 57'&'1, SHALL HC' bETA1LEP, fAHRICATED'•t4ND HRE' Tev w .�GCOROANGE Y4TT11 iAt71±5TPRGY{$IONP, GP Alx+ fgAffLUAi -OS" S ±� Gr2NyST14411ONANp Ale* Ll[ b�' IRRLLt34PRI Y0IGA7JOPL YDRAI"ILN6.9$}- 4AC-L• DETfa EAAGN A,4f}JGABLe C47�IEGTION9, ll,YOPf, •AHD 13RPd1Ny. 715t•Y+7 IIIIR8 MEI�T7LI6 Lirs R=IRV4 W+S -Cr TF1L' A3yS 'STN+DARp GYb4t11"IGATION L'RQGEDl1Rt ".. G0h!°LY WITH• AWS 7?I.I '°�1Til1GItRAL YELP9114 fiSDc." 11,LJ.. piiALL.fSC L"70yQC TYP(GAL IpA 5 WOTPD dTIUR1^ASC, t11�iNE'A" wVgL Hmw APYRO,�ED P1Ri1 TOtiG}} IJl° PAWr AT BO1 T5. WEI.1�5. Aldo ACR/1Q1� SHOP PAINT ARVA! . V AG1c I'xPAH91CN eOL ISI+A1.1. E 1- °Jr 'REV FfEALY kl'✓E$K90LTT• Ok smaca t5GYED 1 epft +�) -rn��AS'lev TN Actg42lDANGL� Yyl'FN T11E MAH1 !'AGTLIRiiZ5.19EQi11RL`MLTIt:3. `^' � t MqY't' ALL ,JOf9T:5 AND RAPTCR5 AT 9U'P2Rj*.j AND MINfMJM I X 4 690- -a BKIVOIPb AT NOT Ho"t THAN b'-C' CZ- BIrTfM N"ORTS EfGGL'M i A.S OrfeMSL' NOTED. PROVIDE; votoLE NommiploRK htbE ALL PAI¢pinON6 RLINNJNd. }�i�RAL1> =i. TO JOi9 i6 APiC? $OLIO B1 dr�iGIN6 UKM ALI. ltS WJNWIMS PL't�1!]JDli;11l.AR TYJ•JO1 (°'RaVI}aE 9R1D-:;Ti! A'a? NOT M#!f: THAN 8'-& O.G. D Y+.4LL.9 NOT COPI ED 19Y 4HEATHJN6 O}t J''ML.L C.OYERINGS t- @3'TINb 11130 Hlmll JFi 'IE?LT5 PEti tm¢ 51:GTioH 18i7.{cjf:'T. t0}iNEfi70R°I 6HOYN tlN TFIE]�L,A �Vtt!< TURED SY TI{E Sit4n9ON G2>t rPANY. Gota�GT LLY GII%R MJ1dlRrAGT1JlRERK SHELL LIB As �IUi�i tip !t' TfaCIK 1�ATCD GAPAGk71� iS Dd JAL 719 O!C fiiiiATEF pw THAT rr Tm 01L 0iR!GiIrIEG TFd1 LOW l fAAA�'AG7L1RBR5 liCGpNthI�TD.�TlO4L5 POR NAILS AwD DOLT& .1Nd Nor Hr9TL�D 1 U+LL Be- ACCOiQCJrrs� Trr TAeJ.� anal -e-i c1= Tit uNJIloRK WLVlras cow. FLYYi00p 'FOR WOFS, tWL0OR9, A0 OAK Fr4ALI. 6'ATIIW4 9NALL � API. O*Are TAADMA, ,IWW CDX )PITH EXn%tM MAP. LAY W PR.YL' =V WITH PAGE 6RAW PERPE VIaLAR To 5UPPc7RTs AND STA6662 40MB, ALL NAILING COMMON "L9r {LINE, HLS4NJCM FOR ROOP AMP FLOOR #GATNJNd. xbllt C TO TALL.£ DE1.4" POA D3 "d1J114"TNM om Twel� SPANANOU IZd1± HAIUNd W tz b D"TE "Ofl* PLAT 1l.00P 9.41 40724 0d r 61 04, bd II 11"7.0. 9LOPW Rom "I 521(6 od s iv/,. bd :12° bf, FLOM al4• T4& 46t24 bcd 8 61 O.G. bd a 170-el. BAR 14ALL V2' 2416 bd • 41 or, Ad 010" OA. ALL MXES OP 3iifAR WALL &- CArAN6 &VLL BE E; U-KW 60E) WMATW IZ N6 0AALL. ae i`AM4ATBD NTH L!!M mit of L "eK DCdkLAS 1°JIER.AIGC.H OR IZUTWRN PIW_ LAMINATED M emS 5PALLL w riE51bTEp AND rABRIGATW 1N AC40RDANGE YiITH 'TM STANDARD ^PWINCATIOM FOR TH?_q Oft t6ti AND FAsp- rA-moN Or 617tWT1,RA1. 6LUL' LAWMAI 7 LAR4WK' PUBLJ°ZHev or THC AiTG AND Tte Appp, Pt t&M LUhiISER PRdDtrMkW . A9bOG14TiON. •A ARANGi'.'t5RADT» 4)lALL;BL' JNGIJSTRIAL,1_xGgp'(! 5 TO C£ !XrOSM O ALL SE MCNITEGTURiZ AND WrrLW 1HDNIDUALLY PWArFCD, LAMINATED MEt VE 25 °..,MALL J52 6UL.T UP wl?`* 2' Wmf`AJ. MATER1fd., 51ZES $KOM ARS wr 1rOR suss LAMINATF'D mr4DBR5. ALLdONAHLE LW STRE99Ea ?,OR 0RYCOTd71TIONB Cl' LVE KEWIRW SHALL IM AS FOLLi1Nt6r STRI°VAV PRINCIPALLY IN WROW& MEAM ; 0fKVc z) ;. Gp KATE 24p Fb r 7400 Psi ry r 165 .PSJ e - I$o0000 Psi. Fr'&)Vf0d eAkia FRO{ ERTIZES'jW AHD gio io i FCR a^, I- ILEVER " 5644;1 f"RIGAiW K141b J0i9T5, 151: M FAS"AW;V jZISTO NMI 5TFiJC7VRAL I'it;do FL,g1 ANP PLYWOOb PtMS CALL AM ON THC VRAWIN69 AS ;NV' ARE A9 t- IAK4rAGTUJRED-SY TIM 17Up ."5T GGRMPATION OY DOIrm,1DAFb. rA%RTCATW PWOV .1!!57'3 SHALL EC C*ISTAL 1422 IN AGGOitV,A GC IYITri TlIff DL' NPAGT .Fl!60,,WMi0AlWW VWnY AU >=}. 7MT i31.SC.Ye4 VA106M, DRACW&, °SMrFMXR9 AND OTieK RELAY= ITEMS AS Mr_40 4 -fl*✓ 5j= BY JM_ WANJPAGTU'ZM GOI`MRk ' BLOG -10M VHALL VC I1,15TALL® AT ALL 1NTEMcm arpoRTS. P"VIVE DCZHLL' 401575 UNDER ALL QhRVT10N3 VMWN& PAttALLrL TO .,101975 AND *OLiU £L0e-X N613NDLR ALL PAXIVON6 t UWFN51 GU 414 -To =579. t+Il(atpaL.AM LUt�ER C♦•Jf,N15r V15iTIGALLY 'I:AM1jdAll��pp YE7yEER F3 AfaD HE.4i -Y S 91A' THIGIC CAL.LW FOR ON IM DRMNss As °1'N.1 Ali: A4 MA1 UtrAGTUMP Or THIS VW -J015T CA:) RATION G!° 601M IPAH0: MICRO -L.AM ! AND UMAt M SHALL PC JHSTA _t IN AGGORDANCL PATH THE t+ AKrAOTtVtMS OMN>CNi7PcT10ti5. YLL�J'I MORE' WAN ONE TTUGBCIa%s I5 RL°aUIRED . THE MHF1B S11/:S L tJ+97iHCt> Vd&TW tk VfgW "ROWA Or 16- fttW rPt- 1 kAIL°- 5PArtP LZ° OA FOR r93� WITM 14' AWP GdRLYAT£* D1:PStf Uft THFI21 l toM P'kMC+ATE7 k4WV Tim, PWVIVI� aNSINMRW OMN VW PDor TTt WL's A5 rFiRr t!p by DRMMIN&a. M516N TO GARFLY LIVE LOAps 1tJD IGATIV i':1• 5Tft11GTURAL. LWMIN65, FaAOA PrPWIRE!'IWM Or TIM Il` n TIONAL TJI Lt*k9 00M W_ TIL A LOAD OURATION PAdTOR, dP It? 4 NTH A MAJtl+Ilt-tA.W_o ABLC TOTAL LOAD UE3°LE WORT Of° U,460--5H0P pRok V1NS5, AN J m5r,?IGN i�LAA AND 9� 571 Z7vFtAL: CAL49LA:L10A49 StlnLl, BE 9UEWIJTTED Tp THE awe'DNl5M FOR REVJEJ^I PMOM TO PABWGATIOK CALa4_,kr ON5 SHAD BE WALED BY AN-EF@9 NWR. %t$615TEItED IN 114d STATE QP COLORADO. SHW DRAYiI &S SHALL DETAIL EACH TRUSS TYrr, AMPLLGAN4 GDNiZ611046, TpLYs LAYMr 6 PRA4IN6. Ti166 To TKMs wWr.WTIOLrt3 TO 8i D'1=516T4LD a !%MLIED BY TRU39 MAKPALTU P.M BWPPLT ALL PLATER, 8LVrj1C N*,, BRl061fJG399AGIN6, $T[rM5MF6. BEARIN3 ft*P,NCER3 { OTHER RPL.A'nv ITi IM A& PAC41'-R�+1:NpED 19Y IM rj RIGATOR. H. TIrtARGHi7BCT MUSt AUTt14R1TE ALL fSUE35TlTVTi m% SUCH Avr+40R12ATJON DOES NOT RL'U» THM C4NTRAGPOR FItdJY.CONrORMANGE WITH 75& VKk4N&9 AND BPl:L11'1GATIOC6. L C00RDULaTE ALL OPMU LSO 7HP=4H PLUDR° WALLS AND ACOM N" Tie WXVA.NiGAL AND £LEGTRIGAL- GQN'tR,P.GTOR9, IN V AGE, 13A&KFILL. A6,Al 3T JNALLs LWTIL FLOOM AN7 R40F 5YeT 1" 6RAGIN6 TFcaE WALLS P.RE K, WMTMI _ITION MATEWALA SHALL BE: SpRLAD OUT, IF PLACED DV FRAMEV GONSTpj)eTlOt1- LOAJ7 SHALL H67 i 54rI!L'U THM VE NGN LN - LOAD nX 9Q0ARb' FOOT L. 571E WNW(AGT .1'i1'MZTIARAL. DFtAWR465 Ato sr=IrIGATjoN5 RL'PfeSaWW THE I`IMS"m STxtWrttm imY 00 wof It lcAm 71$ MR•TKjo [)r 04N!9TwkIcTTON. TI-V CPKTiRAGTDR WALL a PROODE ALL MEASAJRES NL'GESBARY TO PROTCtT THe $T1aA/ wpm MJRIN9 CONSTRl=TION. BUF.H WAW t lg °.,WILL IWt:LWe. eVr N OT BE LIMITED TO, 5RAC4145, SFiMI`IS T<*C LOADS OW 76 CONBTRIJCLIGN EMM -WXT; ETC. OBSERVATION WSITS To T*W SITE'" Sy 'Oft ATFW6%JRAL PNGIN!'ER SHALL`t ar W AIWE tNSPWTIOH 0r THU AGO'M -IT" NOR YffLL'7M STMJOTLRAL ENS(NELR W RE9PdN5IEZE FOR THE 460NikA4, -r0KS MEATH, MPTW 5. TCGi11Wd[1E95 5 71$1VGLBi FM !'ROC87URE OP T1 THE SAMW P%SCAI➢1TONS AND,tNE rReE1tAA ItiCiDtNr rt. S1xcIAL It�recnoN WE6614L. JNBWYGTLON 8017 zEOl 949) POR OMW- ORAL WNCFMIE IW Y o . 2900 1.91. WMIAL iilSPE'rW0N RL46MF EA"ALL. FALL re.CTTZATfbN-M01NT I+" D0 it Pl" Mph C !+ 51M ilk 5PL'GW. IN9r1:0710N a IMMM6 A4PXM- tNT I-OR ADDITIONAL WFORMATION, ALL SHOE' r43 -DN& TO Or PERFORJ-1F.0 BY AR APP.4GVED PABRiGA -rom 5'3.i No FVAI SPECIAL. INSPECTION ANO TMTlNO SCHE131U :.E 10C M4) Project Name:. _ -PwrM Ownees Name: Testing lnspe "J�� s re G�r Hem a G fl Agent , J 1 TestingWspacdclh S: W- �PlwNi -ne Die Hereby certiies that the Testinglinspectfon Agency natrted above has haen-engaged to petfcrm structural tests and ineliections during conStradion as checked below, to satlsfy all apps cabie portion# of the Building Code, prior to final inspection, the inspection Agency shall stibtrttt a sbden*M that alt items of designated marl: pettnrm- 'd were reported. Any iterrts checked but not tasted or inspected tat9 be noted and explained. Whenever any designated Reim on the fist are ready for sampling, testkV, or Inspection, it shall be the - responsibility of the Contractor to giva fnelY aolke le -the lifspecllcn a�er.cy so'lhat the rngtrwed ratvlt eS may be perfertned. REkMRGING STECL: ttiYlJt_RPSbfAitlsCi: Tensita & Her4 one set tier heat-per tons Tempataiy>Peri7±atiArtt Mw4dlott a Mawnent R%Weftn oiSieaYrstbriCat;en InspecfLm of Wckdng Inapetitan of Relnfarclna & fofms Epb%v dtspet; mCtConcretePlar�nicht k is cfses oMebatts 6SA9O.YR f: ?refan.'Acceptanca Tess- (&tavninry Ua@p, 7RiaAPrfsncv) SupsegMN Tests (Mortar. t3rosif, MOM Watt Pfims) tnspecticn of Pklockent and MPLiling MNCt*- fEi5tiOTcRmF- ORfJurAft'MoRTAR: - � -- 15hop Ultn"Wdr- Inspection £hep WphY :fed Utfetd'pig tns7eation < f -tr__p L-401 i Field'Po l;Inspodion A,6i `'z: 'Dik ��t /�jg; testa tardedpA Ffold 0e6OCra Ipapnctlon f7r*-- %QDAZ... F',ak! t'iHdic9�pbY *z GliaU DetkWAdktq Inspection FIREPROOFING: i.l �.r 6t.3�I�J31t9 fnsiledbn & Placement vv Acu ptan_ceTests (CA':� Delermtnatld7ef Field Dam y stty :50v-5 9Agl t e Drilled Piers :5E:C r�_-L1 ��- .R,i,6 Z 13asfrFovndalion �c� -�"� 7os! Percel _ .iieMllPturttrFSD6C5on WOOD: _ -.- Inspoetion .ofi-russJcintFabrlcallon Sample Bleat Components Ga2tenf Grd6 Ssm�te _ C.Mezr Cn Tests _ Cast pednens p4u•up ssmplea S7alnkage Sam — ` view a@& Air ChwX Evy Urvl~. .1 PRECAST CONCRETE; Reirifordr..g Teats Inspection of Reinforcing Placement Tendon Tests Inspection of Tendon placement Inspection of Concrete Flacernent lnsrnortlgn of Concreiq Batching inspectmn of Panel Attachment A Inserts CnRrpresiiian Tests Inspection of•SiressingiTransWr PiI.ING, CAISSON.% COPS, TIES: Inspea Wn of'Re6rf010r19 PMEMrn and Inspcctlart ofConcreta Placement' Inspection of Cancmto Batching spac-ify011wtasmmspown-1ar ecofInstruo6dpsraquirad. SDILStitAtLS: Tampor _ y Shoring PeanarieplAMI �arnPte � TQSi.(listspettit3icnrpmbars beioH) SitialiTdeg6AGaiton&?�efdDsg tnspercptat 10 Si±t O)m CONTAOL: SPECIALCASES: SPECIAL INSPECTION: Salstric Resistance VAW Requivmects 15hop Ultn"Wdr- Inspection £hep WphY :fed Utfetd'pig tns7eation < f -tr__p L-401 i Field'Po l;Inspodion A,6i `'z: 'Dik ��t Ffold 0e6OCra Ipapnctlon f7r*-- %QDAZ... F',ak! t'iHdic9�pbY *z GliaU DetkWAdktq Inspection FIREPROOFING: fnsiledbn & Placement vv Acu ptan_ceTests (CA':� Delermtnatld7ef Field Dam y stty :50v-5 9Agl t e Drilled Piers :5E:C r�_-L1 ��- .R,i,6 Z 13asfrFovndalion �c� -�"� STRUCTORAL WOOD: Inspedlon orFabrtcauon _ Inspoetion .ofi-russJcintFabrlcallon Sample Bleat Components InspeMnof Gilt Lam F,aWbmllan 10 Si±t O)m CONTAOL: SPECIALCASES: SPECIAL INSPECTION: Salstric Resistance VAW Requivmects Sob NQime:. *VA1 Sob Address: IVU Penult No., SPECIAL INSPECTION AND TESTING AGREEMENT (To applicants of projects requiring 9peciai Inspection or T$s:ting per $action 1701 of the l8c) Tire owner or bislher representative, on the advice of the :dasign professional In -responsible charge, Shad complete, seal, sign and submit; a copy of the Speciai Inspection Agreement and Structural Tests Scheduled to the Town nt Vail for review and approval, Signatures are regtllred on both pages; photocopied or faxed signatures Are accoptatsla. The owner and hlsilier general contractor, where applicable, *shal also acknoviled4o the WiloWing condifionq appUrabte to Special Inspection Testing: t. Contractor is responsible for proper nctificatiorr to the inspection or Testing agency for items tlsted_(Page S) OBr -1704) 2. Only thetesiing laboratory shoiltd take samples find transport them to their laboratory. 3. Copies of all laboratory ralxiMi and inspac+iotts are to be sent directly to the Town of Vail by the Testing agenq� vn a wecWy Nasis. 4, isispoctiart agency id submit: ptmea and qualifications of do -site special inspectors to the Town of Hall for rWow and approval:( Page 2) 5. The special inspector Is responsible to immediately notify ilia Town of Vail Building Official in uniting of any concerns and/or problenm. encouritered. .6. It .Is the responsibility of the contractor to review .tiro Town of Vat - appfOf 00 _ptatzs for additional )rispection or testing requirecrtents that may be noted. A Pre- ebrratruction conference at tttg job s1to is recommended to revlow spacial inspection proceiiures, 7. The special inspector shall use only the T Qwh oiiiail apprdved ciruvvings. 8. All' special Inspection bald reports rrwst be left on site for review by the Town of Vail staff prior to required lnspectlbns or re- Inspections. BEF6PE OGCUPAi OY WIL( -- BE GRANTED: The --pedal inspection agency shall submit a signed and sealed statemeilt that alt- iturns requiring testing and hmpection, -vrerg fulfiiied and reported. Those items not tested and/or impected shall be noted'in this statement A c9py -of the statement shat[ be maintained at the job site for the Budding- inspector's review prior to final inspectl6h. AcknoWfedgerrtent owner:_ nature Print Name/; vuN ,l Date Agency Inspec6�rt �7V Yf (i U ffry l'1` �h5 /�� Agency: signature Print Name J , Late Project v Arch! 0: l St ature Print Mithe Bate Contractor. Signature Print Wrne � —3— MWW oftio' Job Name: Job Add(ess: Permit No.: t -D139 SPECIAL INSPECTION AND TESTING AGREEMENT (To applicants of projects requiring Special Inspection or Testing per Section 1701 of the IBC) The owner or his /her representative, on the advice of the design professional in .responsible charge, shall complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests Scheduled to the Town of Vail for review and approval. Signatures are required on both pages-, photocopied or faxed signatures are acceptable. The owner and his/her general contractor, where applicable, shall also acknowledge the following conditions applicable to Special inspection Testing: 1. Contractor is responsible for proper notification to the inspection or Testing agency for items listed-(Page 1) OBC 1704) 2. Only the testing laboratory should take samples and transport them to their laboratory. 3. Copies of all laboratory reports and inspections are to be sent directly to the Town of trail by the Testing agency on a weekly basis. 4. Inspection agency to submit names and qualifications of on -site special inspectors to the Town of Vail for review and approval.( Page 2) 5. The special inspector is responsible to immediately notify the Town of Vail Building Official in writing of any concerns and /or problems encountered. 6. It is the responsibility of the contractor to review the Town of Vail approved plans for additional Inspection or testing requirements that may be noted. A pre - construction conference at the job site is recommended to review special inspection procedures. 7. The special inspector shall use only the Town of Vail approved drawings. 8. All special inspection field reports must be left on site for review by the Towc of Vail staff prior to required inspections or re- inspections. BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency shall submit a signed and seated statement that all items requiring testing and inspection were fulfilled and reported. Those items not tested andlor inspected shall be noted in this statement_ A copy of th» statement shall be maintained at the Job site for the Building Inspector's review prior to final inspection. Acknowledgement- Owner: Kwk—_ - _ - -- sigrulu.-e Special Inspection Agency - �M, - -��E — -- H'–a tlmm�e Date Project Signatur� e Print Na m@ , �p Date �` Arrh/Eng_ - � ��►.0 t-� lid V i j J Signature Print Woe Date Contractor. signature Print Name Date -3- JUN 2 7 2011 TOWN OF VAIL .C^ TOWNiv Project Name: .p Owner's Name:_ Testing inspection Agency: Testing Inspection SPECIAL INSPECTION AND TESTING SCHEDULE rt, -- (IBC 1704) Signature Signatwe Print Name Date Hereby certifies that the Testinglinspection Agency named above has been engaged to perform structural tests and inspections during construction as checked below, to satisfy all applicable portions of the Building Code, Prior to final inspection, the Inspection Agency shall submit a statement that all items of designated work perfcnr.2f were rsported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated items on the list are ready for sampling, testing, or inspection, it shall be the responsibility of the contractor to give timely notice to the Inspection agency so that the required sefv}Les may be performed. REINFORCING STEEL: UNDERPINNING. Te ude & Band, one set per heat per tons TempararylPermanent _,_ inspection of Placement inspection of Steel Febrieatkm _ Inspection of Welding Inspection of Reinforcing & Forms Epoxy Inspection of Concrete Ptac crre it inspection of Tiebacks MASONRY: Prehm. Acceptance Tests (Masonry Units, WaRPrisrns) SOIL NAILS: Subsequent Tests (Mortar, Grout, Field Wall Prisms) _ _ remporary Shori. g Inspection of Placement and Grouting Permanent Wall CONCRETE, SHOTCRETE, GROUT AND MORTAR: Concrete Snot I Grout Mortar Aggregate testa for deign suaabUlty ataggregav!. Mix Designs Test Pane; Batch Plant inspection Cement Grab Sample lnsped Placing Compression Tests C:ut peckn_ens Pick-up Samples Shrinkage Bars Yield Check hr Check - - - -- _ i Dry Ind Weight PRECAST CONCRETE; Reinforcing Tests Inspection of Reinforcing Placement Tendon Tests Inspection of Tendon Placement inspection of Concrete Placement Inspection of Concrete Hatching Inspection of Panol Attachment & Inserts Cornpression Tests Inspection of Stres_ginglTransfer PILING, CAISSONS, CAPS, TIES: Inspectfon of Reinforcing Placxment —_` Inspection of Concrete Placement Inspection of Concrete Hatching Specify other tests, inspections: orspecialdnstrLC tionsrequired. In STRUCTURAL STEEL: Sample & Test (L ist specific members below) Shop Identihcatfort � Welding inspection Shop Ultrasonic Inspection Shop Radiography Field Welding inspection C f-tv' -p Field Bolling inspection µ+QE _..._ Field Radicgraphspection � – �oAC� (14Fal Fie.d Radiography Metal Deck Welding Inspection FIREPROOFING: inspection & Placement SOILS. Acceptance Tests U�Gta� _ Molsfufe- Density Determination _ -- Field Density Drilled Piet ii !_ Ceep Foundation STRUCTORAL WOOD: Inspection of Fabrication Inspectlon ofl`russ Joint Fabrication Sample & Test Components Inspection of Giu Lam Fabrication SMOKE CONTROL: _ — SPECIAL CASES: SPECIAL INSPECTION: Seismic Resistance Wind Requlremerts JUN 2 7 2011 TOWN OF VAIL ��kq � �- OM 5TRI TILRAL GENERAL NOTES MOOR -- RP5IDENce 4-4-11 A_ DE56N LIVE LOADS I. SNOW 8d P5r 0 4,12 4 VP (;00 PSF o BELOW 4: t2) 21 RESIDENTIAL 40 PSI, 5. WI ININ0, ND E -PEED AO MPH (8 5EGONP 6t/5T) Expo5mE 5 4_ S2I5M,G GATESORY B B. DE516N GORES I. INTURNATIONAL RESIDENTIAL GOD° (2004) 2, AGI BUILDINS GORE (AEI 51"5s 3. AISG STT L GON5TRUGTION MANUAL (9th tdlWon) 4. AITG TIMBER CONSTRUCTION MANUAL (4th. EdltIon) G. FOUNDATION N54 PUILDIN6 FOOT1146S HAVE BEEN DE516NE51 FOR AN ASSUMED MAXIMUM ALLOWABLE SOIL HEARING PRESSmL OF 2000 P51', PLACED ON UNDISTURBED SOIL. SOILS ARE A5SJME'J TO BE UN FORM AND NON-EXPAWWE. THE OWNER SHALL RETAIN A SOILS ENGINEER TO IW-PC-CT THE ELARINS SOILS EXPOS -00 DURIN6 EXCAVATION TO VERIFY DE-516N A5V.MPTiONS AND BEARING SOILS. PROVIDE POUN VATION DRAIN AND UNDCRDRAIN 5Y5TCM5 AS RECOMMENDED BY THE SOILS C"INS . PRECAUT :ONS SHOULD BE TAKEN TO PREVENT WETTING OF THE VIEARIN6 50115. PROVIDE UNDER SLAB DEAATERING -I- s = ?t «�Tj . I D. GONGRFTE CONCRETE HAS BEL-N DE5IGNED AND SHALL "GONSTR)GTPD IN ACCORDANCE WITH TI-It AMCRiCAN GONGR>rTE IN571 -VTE HUILDIN S CODE (AEI 518 -84) ALL CONCRETE 5HALL HAVE A MINIMUM GOMPRLSSNC STRLNvTH IN 28 DAYS AS NOTED $LLOK CONCRETE FOR F OOTINS5 OR Y4ALL5 2500 P31 IN Z8 DAYS. CONCRETE FOR NON- 517RUGTVRAL EXTERIOR SLAB ON 6R4DI=5 3500 F31 IN 28 DAYS. PLAGIU EXCM T" SLABS ON GRA Z> AL` 5LAH5 ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR SAW CUT) AT MAX, 20'-O" O.G. LAC:H WAY UNLESS SHOYiN OTHERWISE ON PLAN, REINFORG N G BARS SHALL 13V ASTM A615 - 6RADL 60. NO SPLICES OF REINFORLIN6 r jALL BE MADE AND NO VeLDINS OF R.'JXFORGIN6 SHALL 5E FER ITTED EXCEPT AS DETAILED CK AUTHORIZED BY THE 5TRLIG'URAL ENbIT�ER- LAP 5PL1GC°S, VU+ERE PERMITTED, SHALL ESE A MINIML4t OP 90 BAR DIAMETERS. PROVIDE CORNER PARS OF E6?UAL 512E AND SPAOIN6 AROUND ALL COR?$R5. PROVIDE 2 - i BARS WFTH A MINIMUM OF 2'-0' PRO,eCTION BEYOND THE 51DE5 OF ALL OPENtN65 IN WALL5, BEAM5 AND 5LA1r,5. PROVIDE ALL ACCESSORIES, FFY-E'S' TO SUPPORT RZIWFORLING AT PO°.ITION5 SHOWN ON THE PLAN. Pe1.D® WIRE FABRIC SHALL CONFORM TO A5tM AIRS. LAP ARE 1'ABR.G Rr-WORGE! -EW ONE r-LLL MESH PLUS 2' AT 5tDE5 ARID ENDS AND WIRE TO&ETHE12. ANCHOR BOLTS FOR BEAM AND COLUMN VLARiNA PLATES 4iALL CONFORM TO A5TM A3CrF AN"J BE PLACED WITH SLTT{NS TEMPLATES. E. CONCRETE MA50WY ALL EMUS SHALL CONFORM TO ASTM G90. CIV5 USED B=LOW 6RADE AND ALL LhCTERIOR WALLS SHALL BE 6RADE N -I. INTERIOR CONGRCTE MA50KRY UNITS NOT EXPOSED TO WCAT',iER OR EARTH MAY BE GRADE N -I OR 5-I. ALL ",ORTAR FOR EXTERIOR WALLS AND INTERIOR BEARING WALLS 5!fALL C=ONFORM TO ASTM 2'10, TYPE 5. 6ROIUT FOR MASON52" 80NV 5F-A'--, AND P;LASTER5 SHALL BE HAVE AITH STONE A66RE6AT✓: AND SHALL DEVrI -CV 3000 PSI COMPRESSIVE 5TRGNGTH iN 26 DAYS. ALL MASONRY SHALL V VELOP : -350 P51 ULTIMATE GOMPRI75S)Ve STRENGTH (FYn) IN 28 OAY5. ROD 6ROUT' IN VERTICAL SPACES IMMEDIATELY AFTER POURING AID AGAIN 5 MINUTES LATER PLACE CONTROL JOINTS IN GMtI WALLS MAXIMUM 24' -0" O.G. EXCEPT GMU FOUNDATION WA1.1.5. HORIZONTAL REINF6RGIN6 SHALL LSE STANDARD 'DER- O-WAL' OR AUTHORIZED EOUIVALENT SPACED AT 16' O.G. EXGEFT AS NOTED. VERTICAL REINFORCING SHALL EXTEND POR THE= FULL i�ISHT OF THE WALL IN 6ROUTED CELLS. 6ROUT 1-I1^9 SHALL NOT EXCEED 4' -0" UN=55 GLEAN OUTS ARE PROVIDED M MIGH CASE GROUT LIPTS SHALL Nor f`XGEED 8'-O'. PROVIDE I - 45 IN CENTER OF 6ROI11P GULL AT ALL C4-AN LS. INTERSEGTION5, WALL ENDS, REAM BEARIN63, .IAM55, EACH SIDE Or CONTROL JOINTS AND AT INTERVALS NOT TO EXCEED 48' O.G. LkLE55 NOTED OTHERY4I5E ON PLAN. DOWEL ALL VORTICAL RCINTORGIN6 TO FOUNDATION WITH DONCL5 TO MATCH WA-L REiNPOR4,I36. PROVIDE 2 - 05 GONTiN11a15 HORIZONTAL IN 8' DEEP GROUTED BOND BEAM AT EACH FLOOR AND ROOF LEVELS AND MIN 48' LONG BELOW ALL BEAM BEARING5. REiNFORCiN(!I- 3ARS SHALL CONFORM TO ASTM A615, GRADE 60. AT SPLICES. LAP BARS 40 DIAMETER5. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTIN OLK:1 OR PROVIDE M'1ATCWN16 CORNER BARS, AROUND OPENING5 IN WALLS. PROVIDE I - x4 TO EXTEND A MINIMUM OF 24' M-YOND EDGE Or OOLMN& F. STME- ALL STEEL SHALL CONFORM TO A5TM A36 EXCEPT TUBE COLUMNS WN'GH SHALL CONFORM TO ASTM A500 (GRADE P) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM A53 ( 6RADE B), ALL 5H0° CONNECTIONS SHALL BE WELDED. FIELD CONNEGTI0145 SHALL BE STANDA=RD FRAMED EDrAMI CONNECTIONS Y'#TI{ MAXIM " NL -5ER OF ASTM A325 8/4' DIAMETER BOLTS TO FM BEAM IN 5INE6LE ROW AND SHALL CONFORM TO ASTM A525, UNLESS OTHE- RiNISE NOTED. ANCHOR 5OLT5 51 ALL CONEI'OR. -I TO AS'"M A307. 5TR4GTL'RA.L STEEL SHALL $F DCT'AILED, FABRICATED AND EREG7ET7 IN AGGORDANC.E YrTTH LATEST PROVI510'N9 OF THE A15G MAWAL OF STEEL CONSTRUCTION AND A15G GCDC OT STANDARD PRA(:,TIGE. SHOP ORA)MN&S SHALL BE 5U5MITTED TO THG ARCHITECT CK EN6lNEEER FOR REVIt34 PRIOR TO FABR,GATiM SHOP 9RAWIIt&5 r„-HALL DETAIL EA-'H BEAM, APPLICABLE CONNECTIONS, LAYOUT, AND BRA/,INS. U5E WELDERS MEETIN6 THC RFOUiREVV- t,v yr TF� An5 'STANII?ARD QUALIFICATION PROGEDIR` ". 60MF'LY WITH A%VS DI.I 'STRUCTURAL Y plNlri CODE." ALL WC'LD5 °SHALL BE ETOXX TYPICAL UNLE55 NOTED OTHERWISE. PR;NE ALL 5TI'EL WITH APF'RU PRiNEz TOUGH -UP PAINT AT EXPOSED BOL75, WELD`a, AND ABRADED SHOP PAINT AWAt DRY PACK OR 6RGlfT FOR BrAR?NG PLATES SHALL BE SHRINK RESISTANT EMSEC0 153 Q-- EGTUIVALENT. EXPANSION BCLT5 SHALL BE- YiCJ -IT '. "RED HEAD'. KAIKOOLT'. OR APPROVED �. TYPE, IN�rALLED IN AG[ORDA1. E Sh1TH THE MA.-LM AGTLRI RS, RtcnU!REMENrS. 3� 4�z *�� _�_ � �� -0 ��l M'TV'e_r.N ALL AND KAFTCRS Al 5(,rr` Kl'3 AND MINIMUM I X 4 GFt057 5KID6ING AT NOT MORC THAN 8' -0" OL. BETWFEEN %r1 ORT5 EX.:EPT AS OTHE"ISE NOTED. PROVIDE DOLIBLE J015T5 UNDER ALL PARTITIONS RUNNING PARALLEL TO .JOISTS AND 50LIC BLOCKING UNDER ALL PARTITIONS RUNNING PERPENVICVLAR TO JOISTS. PROVIDE E O&IN6 AT NOT MORE THAN 6'-0' CL. T'OR STUD WALLS NOT GO� BY SH£ATHIN6 OR WALL C47VER:465 "MTIN6 VBC MINIMJM REOUIRPMENTS PER U13G SECTION CONNECTORS 5HOHN ON THE PLANS ARE MANUF- AGTLW2P BY THE SIMPSON COMPANY. CO?0E6TOQ4 BY OTHER MANUFACTURERS SHALL. BE DEEf'1r°J7 AS 52WVALPNT IF THEIR RATtD CAPACITY 13 C-OUAL TO OR GREATER THAN THAT OF THE CONNECTOR SPECIFIED, FOLLON MANUPACTURER�, RECOMMCNDATOtu rOR NAILS AND SOLTS_ ALL NAILiN6 NOT NOTH7 SHALL BE AGCOR71N6 TO TABLE 23- 11 -5-1 OF THE UNIFORM BUILDIN15 CODE. PLYWOOD FOR ROOF$, FLOORS, AND SHEAR WALL SWATHING STALL BE APA GRADE TRADE WKEa GDX HI'M EXTERIOR &LUE. LAY UP PLYWOOD WITH FACE &RAIN PERPENDICULAR TO SUPPORTS AND STA66UR JOINTS. ALL NAILI46 COMMON NAILS; RING 5HANKED FOR ROOF AND Fi_OOR 8}-_A' THiNG. REFER TO TABLE BELOW FOR U51° REWIRL"MTNTO: 05E THIGKNC -55 5PAN/11,IDEX EDGE NAILING INTERMEDIATE NAILIN6 FLAT ROOF 31,4' 40/24 tad 0 61 O.G. 8d ! SLOPED ROOF 5/8" 32/16 8d • 8'O,C. 0d 012' 04- FLOOR 3/4' T46 48/24 0d 0 6" O.G. 8d o 12'0.G. 5f+EAR WALL !/2" 24/0 8d c 4' OG. 8d e10" OG. ALL ED&E5 OF SMEAR WALL SHEATHIN& SHALL BE BLOCKED GLUE LAMINATED BUMS SMALL BE ? AJ5RICATPD NITH LLTII512R OP ZiTHER DOUGLAS PiRA_ARGH OR SOUTHERN PILE. LAMINATED MEM8ER5 SMALL BC DES!SNEV AND FABRICATED IN A44CRDANCR KITH "THE STANDARD SPLCIFICATION5 FOR THE' OMI6N AND FABRICATION OF 5TTt0c,7L'RAL GLUE LAMINATED LUMBER' FUBL15HED BY THE A?TG A'dP THE APFR.OPRIATE LUM ies-m PRODUCERS' ASSOCIATION. 'AFFL'ARANCE 6R4DE °HALL Be IKDItlRIAL, E>ZE-PT MEFrt6L'R5 TO BE PXPOSL't -i SHALL 13E ARCHITECTV"L AND SUPPLIED INDIVIDUALLY WRAPI -W, LAMINATED MEMBERS SHALL BE BUILT UP V51NG 2' NOMINAL MATERIAL. SIZE5 SHi ARE NET FOR GLUE LAMINATED MEMBERS. ALLOWABLE LNfT 5TFES5E5 FOR DRY CONDITIONS OF USE REQUIRED SMALL BE AS FOLLOW, MEi-VtR5 5TRE55ED PRINCIPALLY 'N 5ENIPM& (SEAMS, 61RDER5) - COMBINATION 24F Fb - 2400 P51 FV = 165 PSI E • 1000000 PS:. F'ROVfOE SAME PRO!"Ll cTIrS TOH' AND 6011OM FOR CANTiLEV!_RC.D OVAMS. FAeRICAT]7 WOOD JOISTS, I SERIES FAE3RIGATCD JOISTS WITH STWiGTtRA _ (kOOD FL.4Nf�ES AND PLY✓610D YC335 CALLW FOR ON THE DRANI"S AS 'TJlr ARE AS MANUFACTURED BY THE Mr - JOIST CORPORATION OF 5015E, IDAHO. FABRICATED WOOD JOISTS SHALL FJE INSTALLE17 IN AGCOT_-ANGE KITH TML SLFLY AIL €.ATC�, 3LOC1�{N6, 5RJ061146, SRACINS, STiFF0ZRCa AND OTWR RELATED ITEM 5 AS RECOMMENDED BY THF_ MANLIFAGTTJTER. CONTNJOI/5 BLOCKING EHHALL S°_ INSTALLED AT ALL INTERIOR SWPORT5, FROYIDL"-. DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND 50LID BLOCKJNS UNDER ALL PARTITIONS R KNIN& PERPENDIO LAR TO JOISTS, MICRO -LAM LL*lL''xR BEAMS, VERTICALLY LAMINATED VENEER HEAD[Ti5 AND BEAMS 13/4' TH!GK GALLED FOR ON THE DRAMIN6S AS "ML" ARE A5 t- ~ACTVRED I3Y THE TRt15 -JOIST CORPORATION OF B015E, IDAHO_ MICRO-LAM HF� AND f V4" SHALL BE IN5TALLED IN ACCORDANCE KITH TW MAtdiPA4_'TURL9R'S RECOMMENDATIONS. V*CN MORE THAN ONE THICKtg55 15 REQUIRED, THE MEMBERS SHALL BE t`ASTLNED TOSETHM PVTH TNO POP15 Of' lb-PENNY GOMt -ON NAILS SPACED 12' OL, FOR MEMBERS WITH 14' AND GREATER DEPTH USE THREE ROY45. FABRICATED )DOD TRUSSES, PKOVi:?E ENGIRD OPEN YEB ROOF TRU551!t5 AS PROFILED BY DRAWiN&5. DL3:GN TO CARRY LIVE LOADS INJDIGATtD BY 5TiU6TURAL INSS, FOLLOW REaAREMENTS OF THE INTUPNATIONAL BUILDING GORE WITH A LOAD DURATION FACTOR OF 1.0 s NTH A MAX1t -. ALLOWABLE TOTAL LOAD 'DEF;_E- T ?ON Or Ll360. SHOP DRANW,5, AN ERECTION PLAN, AND 5EA4-ED STRUCTURAL. CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR RE-VI" PRIOR TO f-A8R16ATiONL CALCULATIONS SHALL BE SEALED BY AN ENGINEER REGISTERED IN THE STATE OF GOLORADO SHOP DRAWINGS SHALL DETAIL EACH TRUS5 Tyr-- A- fpurABLE CONNEGTION5, Tpils5 LAYOUT 6 BRACiW -. TRL65 TO Tf2U55 GONNCEGTIONS TO BE DESIGNED t SUPPLIED BY TRL76 MAMIUI'ACTVRER VJ-FLY ALL FL.ATE3, BL.CGK!NG, BR061NGBRACINS, STIFFENERS, BEARIN,5 ENHANCERS s OTHER MILATED ITEMS AS RBCOMI- J:NDED BY THE FABRICATOR. H, THE ARCHTEGT MiJ5T AUTHOR ZE ALL SJSSTITUTIONS. SVGH ALTHOR'ZATION DOES NOT RELIEVE THE CONTRACTOR PROM CONPORMAWE WITH THC DRAWINGS AND 5FEGIFICATION.S. 1. COORDINATE ALL OFrNIN65 THROUGH FLOORS. WALLS AND ROOFS KITH THE MECHANICAL AND ELer-TRIGAL CONTRACTORS. J. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF 5Y5TEI,�3 BRACING THOSE WALLS ARE IN PLACE. K. G0N5TRLGTION MATERIALS SHALL BC SPREAD OUT IF PLACED ON FRAMED CON45T'RIJGTIOW LOAD 34tAJ1 NOT F,(GLYD THE VE -516N LIVE LOAD PER 3QUARP TOOT. JUN 27 2011 I� TOWN OF VAIL L. ITM CONTRACT STRUCTURAL DRAWINGS AND SFECIFIGATIONS RE-PRES -=NT THE PINISHED STR06TUKE. THEY 00 NOT I1,0ICATC THE' MLtf+OD OP CONSTRUCTION. TI-FE CONTRACTOR SHALL B PROVIDE ALL tEA5UiES NMSE5SARY TO PROTECT THE 5TRLV -TUiL DLRINS, CONSTRLI_ITION. SVGH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, 5HOFJN6 FOR LOADS DL'E -TO CONSTRUCTION EGaPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THC STRUCTURAL fm- ,iwrI!R SHALL NOT INCLUDE INSPECTION OF THE AWNE !TEMP, NOR RILL THE 5TRUGTVRAA'_ ENGINEER OF RESPON siBLE FOR THE GONTRAGTOR5 MEANS, METHODS, TFGHNIaws, SEQUENCES FOR PltDGEDUFtE OF DONS TIO T}fE SAFETY PRECAUTIONS AND THE PRO RAM'S INCIDENT �~ ( M 5PEG4AL DeA'FCTION 1\/ SPEGIA;_ INSPiLTiON NOT REQUIRED FOR 5TRUGTVRAL CONCRETE NV F'G -,21300 PSI. SPECIAL INSPECTION REQUIRED FOR ALL FULL PENETRATION MOMENT VeLDS t F,FLD PEiDS Cr STS MEMBER5. SCC 51'12GiAL IN5PEGTtO4 t TESTING AGREEMCNT FOR ADDITIONAL INFORMATION. ALL SHOP N EIJOINCr TO BE F£RFORMr. D 5Y AN A -MCVED 'ABR'OATOR. JUN 27 2011 I� TOWN OF VAIL 0 4�I V rowN of vain 75 South Frontage Road West Vail, Colorado 81657 vailgov.com Date:June 9, 2011 Revised June 21, 2011 Re: 1916 Gore Creek/ B11 -0139 Dear Gies Architects, RESPONSE INSTRUCTIONS Community Development Department 970.479.2138 970.479.2452 fax • Submit four complete sets of revised construction documents containing the requested information with all plan revision items clouded or otherwise identified. 4 sets of drawings enclosed • Please respond in writing to each comment with a response letter addressing each comment. BUILDING COMMENTS Architectural Comments: General 1. All plans to have " Not for Construction" removed from them See sheet D1 1, D1.2a and D1 2b Sheet A4.2 1. Snow fencing to be designed by the structural engineer per section 1510.7 IBC as amended by the Town Code. See sheet 6/A4.2 and Structural Detail for bolt information Sheet A4.4 1. Provide u values on window/ door schedules showing compliance with the IECC. See sheet A4 4 Structural Comments: Sheet S3.1 1. Plans to reflect the required special inspections per section 1704. 1.1 IBC See structural general notes for required special inspections 2. Submit a completed special inspection agreement available at the Town of Vail web page. www.vailgov.com. See enclosed inspection agreement Plumbing Comments: Reviewed and accepted � JUN 23 2011 TOWN OF VAIL Mechanical Comments: General 1. Show location of proposed and existing equipment per Town of Vail submittal requirements See sheets D1 1 and All 1 2. Indicate boiler efficiency on plans per Town of Vail submittal requirements. See sheets Al 1 Electrical Comments General 1. Provide load calculations per Town of Vail submittal requirements. See load calc s enclosed 2. Annotate on plans the required high efficacy per the IECC. See sheets Ell 1, E1.2 and Ell 3 3. Show location of electrical service and panel boards per Town of Vail submittal requirements. See sheets D1.1, E1.1, E1.2 and E1.3 PLANNING COMMENTS Reviewed and accepted FIRE COMMENTS Reviewed and accepted PUBLIC WORKS COMMENTS 1. 2. Provide stamped details /calcs for tiered boulder wall per Town Code. Wrong permit per TOV Building Dept. - no new boulder walls evocable permit required for private improvements located in the Town Right of Way Wrong permit per TOV Building Dept Sincerely, Martin A. Haeberle Chief Building Official Town of Vail Page2 TRANSMITTAL FORM Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2_ No further inspections will be performed until the revisions are approved & the permit is re-issued- 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Posts Attention: Project Street Address: (Number) (Street) (Suite #) Budding /Complex Name: Contact Information: {{�� Company: I S ht R.CIK It CCt Company Address: �� P)p y( QL-3 C4: f" )�. State: C-0 Zip: tin 3� Contact name: Contact Phone: • • • su Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: $ Plumbing: $ Electrical: $ Mechanical: li Total: (} Revisions () Response to Correction EJetter _attached copy of correction letter () Deferred Submittal j (} Other Description ! List of Changes: f �RS 1iPELI�JE flIAc3pAm i I i i (use additional sheet ii necessary) Date Received: nG CE C� I�( JUN 0 1 2011 IU TOWN OF VAIL ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADOCopy Reprinted on 01 -04 -2013 at 12:01:09 01/04/2013 Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R110000537 Amount: $2,856.61 05/24/201102:57 PM Payment Method: Check Init: DR Notation: CK# 6037 VAIL VALLEY CUSTOM BLDRS ----------------------------------------------------------------------------- Permit No: B11 -0139 Type: COMBINATION BLDG PERMIT Parcel No: 2103 - 123 - 0702 -9 Site Address: 1916 W GORE CREEK DR VAIL Location: Total Fees: $21,514.41 This Payment: $2,856.61 Total ALL Pmts: $21,514.41 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 BUILDING PERMIT FEES 54.11 PF 00100003112300 PLAN CHECK FEES 2,802.50 NO- Al a' Department of Community Development } . 75 South Frontage Road �. �£ t ,w -. VallCo�orada 81657` Jll�.:.. 970- 479 -2128 g5 = r $ Web ailgov.com , Development Review Coordinator �- T} 3'11 Irk 1' BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: 916 Go,'c ere-Q/-C 128 (Number) (Street) (Suite #) Building/Complex Name: Project #: PRS I I — hn53 DRB #: DQ1 DD/b1Z&1pD,7q pp Building Permit #: Lot #: q 7 Block # Subdivision: � � -e r • y k Z Contractor Information Work Class: New ( ) Addition ( Alteration ( ) j Business Name: VG 11r, Business /Address: Ro ROX ZS-a/ / City State: 60 Zip: ��(o Z Type of Building: Single- Family (A-Duplex ( ) Multi - Family ( ) C / fit" LA_" j5 O� Contact Name: . r► AD.*') pJ Commercial( ) Other( ) Work Type: Interior ( ) Exterior ( ) Both (11 � Contact Phone: 97c2 " 9,941 "0 S Z Contact E- Mail: C44 /Pn Cx y%s .,Z c c,3 - &rI . e-Oeh Valuation of Z /� Contractor Registration Number: /"� Work Included Plans Included Work Electrical (Yes ( )No (x)Yes ( )No U 32 7 Mechanical (\)Yes ( )No ( )Yes ( )No 3 !, *460. Plumbing (.<)Yes ( )No (X)Yes ( )No 3? x'09, Owner / Owner's Representative Signature (Required) Building (y)Yes ( )No (�l'es ( )No 6 yq 8 S // Value of all work being performed: $ (value based on IBC Section 709.3 8 IRC Section 108.3) Electrical Square Footage Project Inform�'lon / Owner Name: /� rn �„�7 t?r Gr! �-� /�'1 ©17 r� Parcel #: Z) 0 3 % Z30 2 0 Z 9 (For Parcel #, contact Eagle County Assessors Office at (970- 328 -8640 or visit www.eaglecounty.us /patie) Detailed Sc and Location of Work: f1eQM�L , �I �' Gh E' x 1; O 7— Gc S �ha'At- /ope ; f IKON. #aa c..,% e&dl'g, of cr, (use additional sheet if necessary) j For Office Use Only: Fee Paid: 4,J, $5(0, ln1 Date Received: Received From: VA II_ VALLet Cu$rpm J3ulL,pE2s Cash Check # (� D 3_ CC: Visa / MC Last 4 CC # exp date:A 19 2011 i' Auth # l I TOWN Ur VAIL 1 ur -J. -1 t •/ . A'�A' Boulder Environmental Management, Inc. 5 Deer Trail Road Boulder, CO 80302 Phone: (303) 449 -1175 Fax: 1 (866) 699 -4121 April 12, 2011 Ms. Meredith Moore 1916 West Gore Creek Dr. Vail, CO 81657 RE: Bulk sampling of suspected asbestos - containing materials 1916 West Gore Creek Dr., Vail, Colorado Dear Ms. Moore: Attached is the report for the asbestos survey and bulk sampling of suspected asbestos - containing building materials at 1916 West Gore Creek Dr., Vail, Colorado. This investigation was conducted on behalf of and for the exclusive use of Ms. Meredith Moore (client), solely for use in a limited asbestos survey of the property. This report and the findings herein shall not, in whole or in part, be disseminated or conveyed to any other party, nor used by any other party, in whole or in part, without prior written consent of Boulder Environmental Management. The results of this survey are limited to materials that were assessable and foreseeable. Additional materials may exist behind hard surfaces. Personnel knowledgeable of asbestos containing materials should always oversee demolition activities. Demolition work should be halted and sampling performed by a state of Colorado licensed building inspector if additional materials, which are suspected of containing asbestos, are encountered. If you have any questions regarding the contents of this report, please do not hesitate to contact us. Sincerely, 17/611 14:30 -0X:00 X �' Chn. W— Chris Maron Project Manager *Asbestos *Lead *Industrial Hygiene *Safety *Final Air Testing* *Health and Safety Training* Boulder Environmental Management, Inc. 2 5 Deer Trail Road Boulder, CO 80302 Phone: (303) 449 -1175 Fax: 1 (866) 6994121 BULK SAMPLING REPORT 1916 West Gore Creek Dr., Vail, Colorado Introduction: On April 7, 2011, Boulder Environmental Management, Inc.'s building inspector, Mark Symmank, conducted bulk sampling of suspected asbestos - containing materials under the direction of our client. 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 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. 5 Deer Trail Road Boulder, CO 80302 Phone: (303) 449 -1175 Fax: 1 (866) 699 -4121 Results: The following materials were analyzed and determined to be asbestos- containing utilizing polarized light microscopy (PLM). ASBESTOS - CONTAINING MATERIALS MATERIAL SAMPLE LOCATION SAMPLE ID CONTENT Joint compound Kitchen ceiling 4- 7- MS -28H 2% Chrysotile associated with 4- 7- MS -14D ** orange peel textured Hall closet, 4- 7- MS -24H ** peel texture associated with drywall and joint 4- 7- MS -25H ** orange peel textured Den E wall, compound system drywall system Master bedroom closet, 4- 7- MS -27H ** 'The overall composite percentage of asbestos in the drywall system is one percent asbestos or less. Regulatory agencies consider drywall and joint compound a finish system that is a composite of both building materials. The two sub -parts, drywall and joint compound are analyzed separately for asbestos. If a sub -part contains asbestos, then the overall asbestos content of the combined sub -parts is used to determine the hazard classification of drywall and joint compound as a system. The Environmental Protection Agency and the state of Colorado Department of Public Health and Environment do not regulate drywall and joint compound that have an overall asbestos content of 1 % or less. However, Occupational Safety and Health Administration regulations apply to workers handling the material. The following materials were analyzed and determined to be trace asbestos- containing utilizing polarized light microscopy (PLM). TRACE ASBESTOS - CONTAINING MATERIALS MATERIAL LOCATION SAMPLE ID Goopy textured plaster Basement fireplace wall 4- 7- MS -12D ** 4- 7- MS -13D* * 4- 7- MS -14D ** Joint compound and orange Hall closet, 4- 7- MS -24H ** peel texture associated with Front entry S. wall, 4- 7- MS -25H ** orange peel textured Den E wall, 4- 7- MS -26H ** drywall system Master bedroom closet, 4- 7- MS -27H ** Kitchen ceiling 4- 7- MS -28H ** "Sample was further analyzed by point count method. The analysis determined that the material contained 1 % asbestos or less. The Environmental Protection Agency and the state of Colorado Department of Public Health and Environment do not regulate materials that have an overall asbestos content of I% or less. However, Occupational Safety and Health Administration regulations apply to workers handling the material. *Asbestos *Lead *Industrial Hygiene *Safety*Final Air Testing* *Health and Safety Training* Boulder Environmental Management, Inc. 4 5 Deer Trail Road Boulder, CO 80302 Phone: (303) 449 -1175 Fax: 1 (866) 6994121 The following materials were analyzed and determined to be trace asbestos - containing utilizing polarized light microscopy (PLM). TRACE ASBESTOS - CONTAINING MATERIALS MATERIAL LOCATION SAMPLE ID Joint compound and trowel NE bedroom ceiling, 4- 7- MS -29I ** texture associated with Master bedroom ceiling, 4- 7- MS -30I ** trowel textured drywall Den ceiling, 4- 7- MS -31I system SE bedroom ceiling, 4- 7- MS -32I Hallway ceiling 4- 7- MS -33I "Sample was further analyzed by point count method. The analysis determined that the material contained 1 % asbestos or less. The Environmental Protection Agency and the state of Colorado Department of Public Health and Environment do not regulate materials that have an overall asbestos content of I% or less. However, Occupational Safety and Health Administration regulations apply to workers handling the material. 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 Basement trowel textured Bathroom south wall, 4- 7- MS -OIA drywall system Kitchen north wall, 4- 7- MS -02A Master bedroom closet, 4- 7- MS -03A Master bedroom north wall, 4- 7- MS -04A Den 4- 7- MS -05A Swirl textured drywall E laundry room E wall, 4- 7- MS -06B system W laundry room ceiling, 4- 7- MS -07B W laundry room W wall 4- 7- MS -08B Stipple textured drywall Small room E of laundry room, 4- 7- MS -09C system Master bedroom closet ceiling, 4-7-MS-IOC Master bedroom N nook ceiling 4- 7 -MS -I IC 12" x 12" ceiling tiles with Kitchen ceiling 4- 7- MS -15E pin pattern 4- 7- MS -16E 4- 7- MS -17E 12" x 12" ceiling tiles with Kitchen hallway, 4- 7- MS -18F rough pattern East laundry room, 4- 7- MS -19F Den 4- 7- MS -20F 12" x 12" ceiling tiles with Kitchen S area 4-7-MS-21G knocked down pattern 4- 7- MS -22G 4- 7- MS -23G *Asbestos *Lead *Industrial Hygiene *Safety*Final Air Testing* *Health and Safety Training* Boulder Environmental Management, Inc. 5 Deer Trail Road Boulder, CO 80302 Phone: (303) 449 -1175 Fax: 1 (866) 6994121 NON ASBESTOS - CONTAINING MATFUTAT.c MATERIAL LOCATION SAMPLE ID Exterior stucco Garage E, 4- 7- MS -34J Garage N, 4- 7- MS -35J Driveway wall S 4- 7- MS -36J Insulation Attic 4- 7- MS -37K 4- 7- MS -38K 4- 7- MS -39K 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. Conclusion: The following materials were determined to contain one percent asbestos or less: • Goopy textured plaster basement fireplace wall • Joint compound and orange peel texture associated with orange peel textured drywall system throughout the main floor • Joint compound and trowel texture associated with trowel textured drywall system on the ceilings throughout the main floor The demolition of materials that contain I% asbestos or less require OSHA handling guidelines be followed. However, a state licensed asbestos abatement contractor is not required to perform such work. It is recommended that a licensed asbestos abatement contractor be retained for this demolition to comply with OSHA requirements regarding the demolition of asbestos containing materials that contain less than I% asbestos. The OSHA regulation 29 CFR 1926.1101(g)(1)(ii) and (iii), as well as record - keeping requirements under 29 CFR 1926. 1101 (n) that are associated with the negative exposure assessment, apply so long as neither asbestos permissible exposure limit (PEL) is exceeded or might be exceeded. 29 CFR 1926.1101(g)(1)(ii) requires: "Wet methods, or wetting agents, to control employee exposures during asbestos handling, mixing, removal, cutting, application, and cleanup, except where employers demonstrate that the use of wet methods is infeasible due to for example, the creation of electrical hazards, equipment malfunction, and, in roofing, except as provide in paragraph (g)(8)(ii) of this section;" *Asbestos *Lead *Industrial Hygiene *Safety *Final Air Testing* *Health and Safety Training* Boulder Environmental Management, Inc. 6 5 Deer Trail Road Boulder, CO 80302 Phone: (303) 449 -1175 Fax: 1 (866) 6994121 and 29 CFR 1926.1101(g)(1)(iii) requires: "Prompt clean-up and disposal of wastes and debris contaminated with asbestos in leak - tight containers except in roofing operations, where the procedures specified in paragraph (g)(8)(ii) of this section apply." 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. with any questions or concerns regarding this report. Sincerely, 12'"11 14:31 -08:00 X X Mrm Chris Maron Project Manager *Asbestos *Lead *Industrial Hygiene *Safety *Final Air Testing* *Health and Safety Training* APR- 11-2011 11:36A FROM:STROM ENV. 1(323)487 -4534 T0:18666994121 P.2/11 CLIENT: om Environmental, Environmental Testin 6925 N. Broadway, Denver, CO. 80221 Phone {303}487 -4533 Fax (303)4874534 CLIENT PROJECT #: PROJECT NAME: ABBREV 1.ATIONS: BULK ASBESTOS SAMPLE ANALYSES REPORT NISTINVLAP LAB #200450-0 BOULDER ENVIRONMENTAL, INC. 5 DEER TRAIL ROAD BOULDER, CO 80302 1916 WEST GORE CREEK DR., VAIL, CO SAMPLE TYPE VT -Vinyl Floor Tile FS -Floor Sheeting AC- Acaustical Spray -On CT- Ceiling Tile DJM- Drywall Joint stud %P -Wall Plaster GRAN - Granular SEI PROJECT #: 0411 -18 DATE OF RECEIPT: 04 -08-11 DATE OF ANALYSIS: 04 -11 -11 SAMPLED BY: CLIENT PAGE #: I OF 3 ASBESTOS TYPE CHRYS- Chrysotile AMO &Amosite CROC- Crocidolite TREM- Tremolite ANTH- Anthophyllite NAP -No Asbestos Detected TRAC&<I% Asbestos Ni ATERIAL TYPE CELL-Cellulose FG- Fibrous Glass ACC - Aggregate NF -Nan Fibrous BIN- Binder SYN- Synthetic HH- Horne Heir CLIENT # SEt LAB # SAMPLE DESCRIPTION % ASBESTOS OTHER MATERIALS Sample bomoscovona Cosdit(on 407MS -*IA-A 109354A TEXTURE COAT -GREY, NAD INIKAGGREGATE GOOD NO GRAN 307NIS -01A -B 1093543 DRYWAL"JN1- WHITE, NAD 20`>eCELL +AGG GOOD NO GRAN 407MS -02A -A 1093555A TEXTURE COAT -GREY, NAD 100%AGGREGATE GOOD NO GRAN 447MS -02A -B 1093558 DRYWALIMJNI- WH(TE, NAD 20 %CELL +AGG GOOD NO G RAIN 407M.S43A -A 109356A TEXTURE COAT -GREY, NAD 100 %AGGREGATE GOOD NO GRAN 407'W"3A -B 1093S6B DRYWALL/1)3M- WHITE, NAD 20 %CELL. +ACC GOOD NO GRAN 4OMS -84A 109357 TEXTURE COAT -GREY, NAD 100 %AGGREGATE GOOD YES GRAN 407MS-05A 109358 TEXTURE COAT -GREY, NAD 100 %AGGREGATE GOOD YE5 GRAN 407NiS -06B 109359 TEXTURE COAT- WNTTE, NAD 100 %AGGREGATE GOOD YES GRAN 40',"bi-j -4198 109360 TEXTURE COAT -WHITE, NAD 100 %AGGREGATE GOOD YES GRAN 41r,MS -088 109361 TEXTURE COAT - WHITE, NAD IH%AGGREGATE GOOD YES GRAN 407NIS -09C 109362 TEXTURE COAT -BLUE, NAD 100 %AGGREGATE GOOD YES GRAN 407,MS -10C 109363 TEXTURE COAT - WHITE, NAD 100 %AGGREGATE GOOD YES GRAN 407MS -IIC 109364 TEXTURE COAT- WHITE, NAD 10014AGGREGATE GOOD YES GRAN 407MS -12D 109365 PLASTER(TEXTURE) -GREY, TRACE +AGGREGATE GOOD YES GRAN <1 % TOTAL ASBESTOS 4(7MS -13D 104366 PLASTER(TEXTURE) -GREY, TRACE +AGGREGATE GOOD YES GRAM <) % TOTAL ASBESTOS 407.15 -14D 109367 PLAsrER(rLXTL'RE) -GREY, TRACE +AGGREGATE GOOD YES GRAN <1% TOTAL ASBESTOS 407MS -15E 169368 CT -TAN, FIBROUS NAD 97%CELL +NF GOOD YES 407X&16E 109369 CT -TAN, FIBROUS NAD 97%CELL +NF GOOD YES 447M &17E 109370 CT -TAN, FIBROUS NAD 97 %CELLfNF GOOD 1 YES 407.M&I8F 109371 CT- WHITE, FIBROUS NAD "%rT,1.L+NF GOOD YES "'his relsort pertains only to the turns tested. Title report mmr not he reproduced accept in " with permission of SF.t. This report cannot he u%ed by the client to CINm prnduef cadenetaent by NYLAP or any saeecy of the VA Covernm4rnL Floor 'Me samples may yield "False Negntive" ( <l%) ashe_sas due to the size of ubestas fibers. DeAaitiw r"Wts an be obsessed by TEAI or !MM use"& SHt recommends re-asalysta by pMru count(for ,Dore accurate Quantification) or THAI Anasysisffor enhanced daeectiun) for materiols rettdafed by EPA NESHAPS and coatainiall Iftl than in pereent( <I07a) esbeshn fly Polartud UtbaPLM� Bulb ur vices ere milable for an additional for. PPR -11 -2011 11:36A FROM:5TROM EN). 1(323)487 -4534 TO:18666994121 Strom Environmental, Inc. Environmental Testis 6925 N. Broadway, Denver, CO. 80221 Phone (303)487 -4533 Fax (303)4874534 CLIENT: BOULDER ENVIRONMEN,rAL, INC. SEI PROJECT #: PROJECT NAME: 1916 WEST GORE CREEK DR., VAIL, CO PAGE 0: P. 3'11 0412 -18 2 OF 3 CLIENT 11 SEI LAB IJ SAMPLE DESCRIPTION { % ASBESTOS OTHER NtATERIALS Sample botnaTencous Cnndidall 407MS-1917 109372 CT- WHITE, FIBROUS NAD 98 %CELL +NF GOOD YES 407%M20F 109373 CT- WHFTF, FIRROcst NAD 96 %CELL +NF GOOD YES 407M%-21G 109374 CT- WHITE,FIBROL'S NAD 30 %CELL +35%FG GOOD YES +NF 407.tS -22G 109375 CT- WHITE, FIBROUS NAD 36 %CELL +3S %FC GOOD YES +NF 407MS -23C 109376 CT- WHITE, FIBROUS NAD 30 %CELL +35%FG GOOD YES +YF 407.MS_24G -A 109377A TEXTURE COAT- WHITE, TRACE(GREY LYR) +AGGREGATE GOOD NO GRAY <1 % T'O'TAL ASBESTOS 401MS-24G -6 10937713 DRYWALIJDJR!- WHITE, TRACE(D.1M) +25%CELL +AGG GOOD NO GRAN <1% TOTAL ASBESTOS 407115 -2511-A 109373A 1EXTUR1 COAT - WHITE, TRACE(GREY LYR) +AGGREGATE GOOD NO GRAN <1 % TOTAL ASBESTOS 407YLS -25H -B 1093788 DRYWALL/DJM- WHITE, TRACE(DJM) +13%CELL +AGG GOOD NO GRAN <1 % TOTAL ASBESTOS 497MS -26H 109379 TEX'T'URE COAT -GREY, TRACE +AGGREGATE GOOD YES GRAN <1% TOTAL ASBESTOS 40 7 115 -2 7H 109380 TEXTURE COAT -GREY, TRACE +AGGREGATE GOOD YES GRAN <1 % TOTA L AS ESTOS 401N%28H -A 109381A TEXTURE COAT - WHITE, TRACE(GREY LYR) +AGGREGATE GOOD NO GRAN cl % TOTAL ASBESTOS 407NIS -UH -B 1093818 DRYWALL/DJAI- WHITE, 2%CHRYS(DJ:14) +15 %CELL +AGC GOOD NO GRAN 2% TOTAL ASBESTOS 407MS -29[ -A 109MA TEXTURE COAT - WHITE, NAD 100% AGGREGATE GOOD NO GRAN 407MS -291 -8 1093828 DRYWALL/WNI -GREY, TRACE(DJM) *25%CELL +AGG GOOD NO GRAN <1% TOTAL ASBESTOS 40IMS -301 -A 109383A TEXTURE COAT- WIiiTE, NAD 100%AGCREGATE GOOD NO GRAN 407%MMI -R 1093938 DIlYWALLJDJM -GREY. TRACE(DJM) +25%CELL+AGG GOOD NO GRAIN <1% IOTA L ASBESTOS 407MS -311 109314 TEXTURE COAT-WHITE. NAD 100.4AGGRECATE GOOD YES GRAN 401."5 -321 109385 TEXTURE COAT - WHITE, NAD 100%AGGREGATE GOOD YES GRAN 407ktS -331 109386 TEXTURE COAT- WTIITE, NAD 100%AGGREGATE GOOD YES GRAN 407 ."S44J 109387 EXT, STUCCO -GREY, GRAN NAD 100 %AGGREGATE GOOD NO 401 ."S -35J 16934111 EXT.. TIJCCO -GREY, GRAN NAD 100 %AGGREGATE GOOD NO 407MS136J 109389 EXT. STUCCO -GREY, GRAN NAD 100 %AGGREGATE GOOD NO 407NIS -37K 109340 MUI.ATION -CREY, NAD 98 %CELL +AGG GOOD YES FIBROUS 407MS -38K 109391 ENSULATION -GREY, NAD 98 %CELL +AGG GOOD YES FIBROUS 40731S -39K 109392 INSULATION -GREY, NAD 98 %CELL +AGG GOOD YES FIBROUS I 'This report pertains only to The stems tested. Ibis report may not tee reproduced trimpi - full + rh permimian of %I. Tbis report cannot be ,sad by the eli mt to ctalst product endorsement by NVLAP or asy aYertcy d the t .S. Government. Floor Tile samples may yield "False NeQptive" (<t%) asbestos due to the sire of asbestos ribers. Definitive resstits an be obtained by TEN or SEE analyst. SEI recommends monatysis by point cauagfor more accurate: quastincadon) or T &M 4aslyals(for enhanced deucdon) for materials regulated by EPA i -IMIAN and eenttlnint Ten thmt tale WtSIT410 %I gdlnral by Pala rIW 6ijbt(MMI BCth tarvicn ere arallabie for an addttloct►1 roe. APR -11 -2011 11:37A FROM: STROM B41j. 1033 )487 -4534 TO : 18666994121 P.4/-'l • Strdm Environmental, Inc. Environmental Testing Services 6925 N. Broadway, Denver, CO. 80221 Phone {303}4874533 Fax (303)4874534 CLIENT: BOULDER ENVIRONMENTAL, INC. PROJECT NAME: 1916 WEST GORE CREEK DR„ VAIL. CO METHOD: Polarized Light Microscopy, EPA Method 600JR- 93/116 DETEC 110N LIMIT: 170 Asbestos ANALYST: Lars Molmstrom Authorized Signature: Lars Malmstrom/Lab Director SEi PROJECT N.- 0411 -18 PAGE ft: 3 OF 3 -rttu mpurt pertaiaa mtly ro r" ac,t tested. Tito report may not bo roproda ed ""Pt to fati with Permlasba of SKI. This report cantwt be used by tLs cheat to cWm Prvduct endarumeat by NVLAP w any agency a( the U.S. Government floor file samples may yield "Patse N*ptive' (-<1%) sabestas doe at the star of asbes"s fibers. Definitive results can be obtalned by THM or SYM sa slysa. 3E1 rtemninends rrenalyt+a by print causgror M.- aaarste Qusatifieattes) or TIM A""ta( far enhanced detection) for materials regulated by F.PA NESHAPS Anti eattatrd 1 1011 thaw tw Pgrt=K c10'frj Oabaftta by Polarized Lidbt(PLW Both dery es are available for to additional fee. APR -11 -2011 11:37A FROM :STROM ENV. 1(383)487 -4534 70:18656994121 P.5/11 OV -1 i Boulder Environmental Management, Inc., r ral , Boulder, CO 90302. Phone: (303) "9 -1175, Fax: 1 (966) 699 -4121, Email: Cmaron3000Qaol.com BULK SAMPLE LOG LOCATION: �l W �,�_�d�►c.0 DATE: 7 1, COMPANY BILLING INFO: Address 6 f y City Zip: NAM :00 m eitid. t't, K w M �,, or ++� a+ I� •[.�,�,cLt Phone 24F.0=927-IM, Mobk Fmc Email tj*j l bf &-%—# j6Nj od6jai SCOPE: ❑ Complete building demolition k Renovation /restoration RSample per client's direction [;(AHERA Protocol followed - Minimum 3 samples, S samples for surfacing materials 1,000s.£- 5,000st, 7 samples if >5.000s.f CnNSTuurrinN rR s SAMPLE ID MATERIAL SAMPLED BUILDING/LOCATION ra I& QUANTITY M s f LtIA II .. _ I - w. 'r 0213 w D � of ❑ Boots ❑ Seam tape Q Duct con eased in ceilings or con cea ed in walls to upper floor Q Boiler insulation C] Pipe insulation on radiant / domestic water Q Flue [] Breeching cement 5� ransite siding ❑ Transite roof ACCESSSED: Q Crawl space [) Basement Q Attic Q Roof Q Checked under carpeting, layered flooring, and overlays (gType of beating system(s) Q Steam, 59.Forced air, [j Electric baseboard, Q Radiant stove PACM AKL'At<Sj 1PIA.�1l..1JIaLi. INSTRUCTIONS: STOP ON FIRST P T TURNAROUND: ZY SAMPLES COLLECTED BY: ark Syrnmank) DATE:: TIME: SAMPLES RECEIVED BY: jW DATE: / % TIME: APR -11 -2011 11 :313A FROM:STROM ENV. 1(303)487 -4534 70:18666994121 P.P11 Boulder Environmental Management, Inc., S Deer Trail Road, Boulder, CO 80302, Phone: (303) 444 -1175, Pax: 1 W6) 699 -4121, Email: Cma=3000{§aol.com BULK SAMPLE LUG 'MATE] 1, SAMPLED BUILDING/LOCATION Ewa FA mum, IFAW ""'.MO-W-117312 APR -11 -2011 11:388 F'Rt]M:STROM EMU. 1(303)487 -4534 TO:186%994121 P.7/11 Boulder Environmental Management, Inc., 5 Deer Traci Road, BouWa, CO 80302, Phone: (303) 449 -1175, Fax: 1 (866) 699 4121, Email: Cmaron3OOO@wl.com BULK SAMPLE LOG LOCATION: rt �,r city -VAd DATE: 'y SAMPLE ID MATERIAL SAMPLED BUEIDINGALOCATION QUANTITY • S • IN901-AhEW A4 M- �Y 4"R-12-2011 10:59A FRO1:STROM ENV. �k Strom Env" 1(30487 -4534 ronmeni TO: 18£66394121 1 n e. Erl viror 6925 N. Broadway, Denver, CO. 80221 Phone (303)487 4533 Fax (303)4$74534 P,1,? ees ASBESTOS POINT COUNT ANALYSIS REPORT NIST/NYLAP LAB #200450 CLIENT: BOULDER ENVIRONMENTAL, INC. SEI PROJECT #: 0411 -18 5 DEER TRAIL ROAD DATE OF RECEIPT: 04 -08-11 BOULDER. CO 80302 DATE OF ANALYSIS: 04 -12 -11 CLIENT PROJECT ti: SAMPLED BY: CLIENT PROJECT NAME: 1916 W. GORE CREEK DR., VAIL, CO PAGE #: 1 OF 1 CLIENT 9 SEI LAB # SAMPLE DESCRIPTION % ASBESTOS 407MS -12D 109365 TEXTURED PLASTER <0.25% TOTAL ASBESTOS 40'7M ,S-13D 109366 109367 TEXTURED PLASTER <L25% TOTAL ASBESTOS 407MS -14D TEXTURED PLASTER <0.25% TOTAL ASBESTOS 407MS -24H -A 109377A TEXTURE COAT/GREY LAYER 0.50% TOTAL ASBESTOS 407MS -24H -B 1093778 DRYWALL JOINT MUD 0.75% TOTAL ASBESTOS 40IMS -25H -A 109378A TEXTURE COAT/GREY LAYER 015% TOTAL ASBESTOS 407MS -25H -B 1093788 DRYWALL JOINT MUD 0.50% TOTAL ASBESTOS 407MS -261-1 109379 TEXTURE COAT 0.50% TOTAL ASBESTOS 407MS -27H 109380 TEXTURE COAT 0.50% TOTAL ASBESTOS 407MS -28H -A 109381A TEXTURE COAT /GREY LAYER 0.75 %, TOTAL ASBESTOS 407MS -29I -B 1093828 DRYWALL JOINT IrtUD 0.50% TOTAL ASBESTOS 407MS -301 -8 1093838 DRYWALL JOINT MUD 0.75% TOTAL ASBESTOS METHOD: Polarized Light Microscopy, EPA '.Method 6001R- 931176(400pL) DETECTION LIMIT: 0.25% Asbestos ANALYST: Lars Mallastrom Authorized Signature: Lars Maimstrom /Lab Director `This report pertains only to the items tested. This report may not be reproduced except in ihtf with per ntissinn of SEL This report cannot be used by the client to claim product endorsement by NVLAP or any agency or the US. Government. Floor Tile samples may yield "False Negadve" ( <I%) asbestos due to the size or asbestos fibers. Definitive results can be ubtained by TEM or SEM analysis. Pagu I of I STATE OF COLORADO t CoI� o iepartment of Public al;t and Environment - ;Air Pollution C atrol Division °j � � y This certifies that �` , Marki Symmank " 16111- w 1 Certification No: 10571 has met the requirements of 25 -7 -507, C.R-S. a A' Q ality Contro onunission Regulation No. 8, Part B," is .feed by the state of Colorado in the 1o11avt n g ei ine. t Bu�+Yng Inspector* Issued: 11/4/2010`" V 0i; Expires on: 11/4/2011 * This certificate is valid an/)- with the possession of a current Divtsioit'- apps ~litmining course certifeadeA 0 dw amine sper4fted a" Y4 GOBBELL HAYS PARTNERS, WC. 18W East Stith Aveaue, Suite J * DeavwItCO 80239 Ph. (303) 574 -0082 *4 Fat (303) 574-Ml CERTIT+'LES THAT MARK SYMMANK Has .successfully. completed The 4 -Hour EPA - APPROVED AHERA ASBESTOS COURSE for Building Inspector Refresher. This course is EPA - approved under Section 246 of the Tonic Substances Control Act (TSCA) and meets the requirements of Colorado Regulation No. 8. Gobbell Hays Partners, Inc. purchased MCA Environmental, Inc. and course approval can be found in the EPA directory under MCA Environmental, Inc. listed as training provider #931. Course Date: 9 /1 /10 Exam Date: N/A Expiration Date: 9/11 =1 a Wade E. Anderson - Director State of Colorado Asbestos Testing & Abatement Requirements Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from ex- posure to harmful asbestos. It is your responsibility to be in compliance with the State. Please contact the State directly for their requirements at the contact info listed below. When is asbestos testing required? ANY building projects disturbing more than these threshold levels of building materials require asbestos testing: One- and Two - Family Dwellings: 32 square feet All Others (commercial spaces, hotel rooms, etc): 160 square feet Definition of a single - family dwelling: any dwelling unit that is used primarily for a single family, including multi - family /condominium units, and fractional fee units. Asbestos testing results must be provided with your application for a building permit. Tests which identify POSITIVE results at more than 1% require abatement by a State - certified abatement contractor. The air clearance letter or form must be submitted to the Town of Vail before the building permit will be issued. Project Checklist My project falls into the category checked below: ❑ Will not disturb more than the threshold limits identified above. Tested negative, or at 1% or below (1 copies of test results included) Tested positive at more than 1 %, requires abatement (1 copies of test results included) Tips & Facts: • Even recent construction projects may include asbestos - containing materials, so buildings of gny age require testing. • The "1989 Ban" on asbestos - containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit Court of Appeals vacated much of the so- called "Asbestos Ban and Phaseout" rule and remanded it to the EPA. Thus, much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce of many asbestos - containing product categories was set aside and did not take effect." - CDPHE Asbestos test results should be submitted to: Town of Vail, Community Development, 75 S Frontage Rd, Vail, CO, 81657. Town of Vail Contact: Fire Prevention Bureau Vail Fire Department 75 S Frontage Rd Fire—inspectors@vailgov.com 970 - 479 -2252 www.vailgov.com State of Colorado Contact: Colorado Department of Public Health and Environment Asbestos Compliance Assistance Group 303 - 692 -3158 asbestos@state.co.us www.cdphe.state.co.us 01 -Jan -1 I Tows Project Name: MOORE ADDITION Project Description: Participants: Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.vailgov.com DRB Number: DRB110074 ADD THIRD STORY; REPLACE EXTERIOR MATERIALS, WINDOWS, AND DECKS OWNER MOORE, TIM & MERIDITH 4102 SAINT LUCIA ST BOULDER CO 80301 APPLICANT GIES ARCHITECTS PO BOX 2195 EAGLE CO 81631 03/29/2011 03/29/2011 Phone: 970-328-9280 Project Address: 1916 W GORE CREEK DR VAIL Location: Legal Description: Lot: 47 Block: Subdivision: VAIL VILLAGE WEST FIL 2 Parcel Number: 2103 - 123 - 0702 -9 Comments: Motion By: Second By: Vote: BOARD /STAFF ACTION Action: STAFFAPP Date of Approval: 05/19/2011 Conditions: Cond: 8 _ (PLAN): No changes to these planrmay be made without the written consent of Town of Vail staff and /or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12 -3 -3: APPEALS. Cond:202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0011942 Prior to the issuance of a building pemit, the applicant must revise the exterior lights to be full cut -off style fixtures in compliance with Section 14 -10 -7, Vail Town Code. Planner: Bill Gibson DRB Fee Paid: $300.00 CNJ( Project Title: N Energy Code: Location: Construction Type: Project Type: Heating Degree Days: Climate Zone: Generated by REScheck -Web Software Compliance Certificate loore Residence 2009 IECC Eagle County, Colorado Single Family Addition /Alteration 8499 6 Construction Site: Owner /Agent: 1916 West Gore Creek Vail, Colorado 81657 Compliance: 8.0% Better Than Code Maximum UA: 427 Your UA: 393 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade -off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Designer /Contractor: Gies Architects INC Ceiling: Flat or Scissor Truss 936 49.0 0.0 24 Ceiling: Cathedral 970 49.0 0.0 21 Wall: Wood Frame, 16in. o.c. 1906 21.0 0.0 81 Window: Wood Frame, 2 Pane w/ Low -E 481 0.310 149 Wall: Solid Concrete or Masonry w/ Interior Insul 383 21.0 0.0 19 Door: Glass 15 0.330 5 Door: Solid 30 0.540 16 Basement: Solid Concrete or Masonry 484 13.0 0.0 30 Wall height: 10.0' Depth below grade: 10.0' Insulation depth: 5.0' Crawl: Solid Concrete or Masonry 282 13.0 0.0 8 Wall height: 5.0' Depth below grade: 5.0' Insulation depth: 5.0' Inside below -grade depth: 0.0' Floor: All -Wood Joist/Truss Over Uncond. Space 1906 49.0 0.0 40 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in REScheck -Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Title: Moore Residence Report date: 05/12/11 Data filename: Page 1 of 4 CNJ(Generated by REScheck -Web Software Inspection Checklist Ceilings: ❑ Ceiling: Flat or Scissor Truss, R-49.0 cavity insulation Comments: ❑ Ceiling: Cathedral, R -49.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall: Wood Frame, 16in. o.c., R -21.0 cavity insulation Comments: ❑ Wall: Solid Concrete or Masonry w/ Interior Insul, R -21.0 cavity insulation Comments: Basement Walls: ❑ Basement: Solid Concrete or Masonry, 10.0' ht / 10.0' bg / 5.0' insul, R -13.0 cavity insulation Comments: Windows: ❑ Window: Wood Frame, 2 Pane w/ Low -E, U- factor: 0.310 For windows without labeled U- factors, describe features: #Panes _ Comments: Frame Type Thermal Break? Yes No Doors: ❑ Door: Glass, U- factor: 0.330 Comments: ❑ Door: Solid, U- factor: 0.540 Comments: This door is exempt from the U- factor requirement. Floors: ❑ Floor: All -Wood Joist/Truss Over Uncond. Space, R-49.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Crawl Space Walls: ❑ Crawl: Solid Concrete or Masonry, 5.0' ht / 5.0' bg / 5.0' ext. insul / 0.0' inside bg depth, R -13.0 cavity insulation Comments: Exposed earth in unvented crawl space foundations is covered with a continuous vapor retarder (less than or equal to 0.1 perm). All joints of the vapor retarder are overlapped by 6 inches and are sealed or taped with edges extending at least 6 inches up the stem wall and securely attached. Air Leakage: ❑ Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs /showers, and in openings between window /doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Project Title: Moore Residence Report date: 05/12/11 Data filename: Page 2 of 4 Access doors separating conditioned from unconditioned space are weather - stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. ❑ Wood - burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7 ACH at 33.5 psf OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air - permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling /attic: Air barrier in any dropped ceiling /soffit is substantially aligned with insulation and any gaps are sealed. (c) Above -grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed /blown insulation extends behind piping and wiring. (0 Corners, headers, narrow framing cavities, and rim joists are insulated. (9) Shower /tub on exterior wall: Insulation exists between showers /tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U- factor of 0.50 and the maximum skylight U- factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R- value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. F-i Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications. Duct Insulation: F1 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: [ I Building framing cavities are not used as supply ducts. F] All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and /or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). F1 Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstruction leakage to outdoors test: Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3) Rough -in total leakage test with air handler installed: Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4) Rough -in total leakage test without air handler installed: Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: 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. Heating and Cooling Equipment Sizing: Project Title: Moore Residence Report date: 05/12/11 Data filename: Page 3 of 4 ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and /or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R -2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R -3. Swimming Pools: ❑ Heated swimming pools have an on /off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. F1 Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and /or waste - heat - recovery systems. ❑ Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R -12. Exceptions: Covers are not required when 60% of the heating energy is from site - recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T -8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: ❑ Snow- and ice - melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement's'). Certificate: F-1 A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values; window U- factors; type and efficiency of space- conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Moore Residence Report date: 05/12/11 Data filename: Page 4 of 4 2009 IECC Energy Efficiency Certificate Insulation Rating R -Value Ceiling / Roof 00 Wall 21.00 Floor / Foundation 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.31 0.53 Door 0.54 0.16 Heating System: Cooling System: Water Heater: Name: Date: Comments: HT Go o tec h HEPWORTH - PAWLAK GEOTECHNICAL August 18, 2011 Vail Custom Builders Attn: Clinton Amundson P.O. Box 2809 Edwards, Colorado 81632 clintonO.vailcustom. coin BI t- 01 3ct Wpm ortla -[eau1 ak tseotechni d, Inc. 50 ?0 C�mnty Road 154 Ulen o-A Springs, Cohvado 8161)1 Phone: 970,945-7988 Fax: 970.945 -8454 email: hpgeco&hpgeotech.ama AUG 2 6 2011 TOWN OF VAIL Job No. 111 223A Subject: Observation of Crawlspace Footing Pad Excavations, Proposed 2"d Story Addition, Moore Residence, Lot 47, Vail Village West, Filing 2, 1916 Gore Creek Drive, Vail, Colorado Dear Clinton: As requested, a representative of Hepworth - Pawlak Geotechnical, Inc. observed the footing pad excavations at the subject site on August 8, 2011 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our agreement for professional engineering services to Vail Custom Builders, dated July 25, 2011. The findings of our previous observation of other proposed addition areas were presented in a report dated August 5, 2011. Evaluation of potential geologic hazard impacts to the property is beyond the scope of our services. The current area observed is a crawls ace below the upper, south part of the existing building that is proposed to have a 2'Y story addition and be supported on the existing foundation. Three additional interior footing pads are proposed for load support and have been sized for an assumed allowable bearing pressure of 2,000 psf. The existing residence is relatively old and we understand that there has probably been some differential movement of the building. Immediately behind of the residence (and closest to the current observation area) is a very steep slope up to Highland Meadows subdivision. At the time of our visit to the site, the excavations for the 3 footing pads had been cut from 1 to 2 feet below the adjacent ground surface. The south footing pad is on a bench 5 feet higher than the lower 2 pad excavations. The soils exposed in the bottom of the excavations consisted of silty sand with gravel. The soils were too rocky to obtain undisturbed samples for swell - consolidation testing. Results of laboratory classification testing performed on samples taken from the Crawlspace area are summarized in Table 1. No free water was observed in the excavations and the soils were typically moist. Parker 103-841-7119 • Colora,lo Springs 719- 633 -5562 • Silverthonie 970 -468-1989 Vail Custom Builders August 18, 2011 Page 2 Considering the soil conditions exposed in the excavations, the nature of the proposed construction, spread footings placed on the undisturbed natural soil and designed for an allowable bearing pressure of 2,000 psf can be used for support of the proposed new interior loads. Some settlement of the footings differential to the existing building should be expected. Footings should be a minimum width of 3 feet. Other recommendations presented in our previous report that are applicable should also be observed. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavations and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office Sincerely, HEPWORTH — PAWLALJJ09!ICAL, INC. Steven L. Pawlak, PtX i 15222 , sw i SLP/ksw s',�sS,nNa�b•. p l�T�•dF CU��O Attachment: Table 1 — Su aboratory Test Results cc: Kaup Engineering — Attn: Dale Kaup, PE (kaupeng@rofnet) rUU Iv U. 111 Z/-JA - Ge Pted-i HEPWORTH- PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 111 223A SUMMARY OF LABORATORY TEST RESULTS SAMPLE LOCATION IN BOTTOM EXCAVATION Upper Crawlspace Middle Pad NATURAL MOISTURE CONTENT 9.7 NATURAL DRY DENSITY GRADATION PERCENT PASSING NO. 200 SIEVE ATTERBERG LIMITS UNCONFINED PLASTIC COMPRESSIVE INDEX STRENGTH PSF GRAVEL ( %) SAND (%) LIQUID LIMIT SOIL OR BEDROCK TYPE 13 Silty Sand and Gravel Silty Sand and Gravel North Pad 9.3 100 34 04 -25 -2012 Inspection Request Reporting Page 7 4:37 pm Vail, CC) - City Of Requested Inspect Date: Thursday, April 26, 2012 Site Address: 1916 W GORE CREEK DR VAIL A/P /D Information Activity: B11 -0139 Type: COMBO Sub Type: ASFR Status: ISSUED Const Type: Occupancy: Use: R -3 Insp Area: Owner: MOORE, TIM & MERIDITH Contractor: VAIL CUSTOM BUILDERS Phone: 970 - 904 -0512 Description: INTERIOR AND EXTERIOR REMODEL OF EXISTING HOUSE - ADD UPPER LEVEL TO HOUSE Requested Inspections Item: 90 BLDG -Final Requestor: VAIL CUSTOM BUILDERS Comments: 904 -0512 Assigned To: * * * * * * * * * * ** Action: Time Exp: Item: %�� prcrc y Item: 534 PLAN :44W (CIO Requestor: VAIL CUSTOM BUILDERS Comments: 904 -0512 Assigned To: BGIBSON Action: Time Exp: Al 13 & `� %2G� z1_ Item: 190 ELEC -Final Requestor: VAIL CUSTOM BUILDERS Comments: 904-0512 Assigned To: SGREMMER Action: Time Exp: Item: 420 Special Inspect -final rept Requestor: VAIL CUSTOM BUILDERS Comments: 904 -0512 Assigned To: SGREMMER Action: Time Exp: Inspection History AP APPROVED Item: 10 BLDG - FOOTING —Approved" Action: 09/02/11 Inspector: JRM PI PARTIAL INSPECTION Comment: AP APPROVED Item: 20 BLDG - Foundation /Steel ** Approved ** 01/26/12 Inspector: sgremmer Comment: NA Item: 120 ELEC -Rough ** Approved ** 01/13/12 Inspector: sgremmer Comment: Item: 200 MECH -Rough ** Approved ** 12/07/11 Inspector: sgremmer Comment: Fireplace only 01/26/12 Inspector: sgremmer Comment: Item: 220 PLMB- Rough /D.W.V. ** Approved ** REPT131 Requested Time: 08:00 AM Phone: 970 - 904 -0512 Entered By: JMONDRAGON K Requested Time: 08:00 AM Phone: 970 - 904 -0512 Entered By: JMONDRAGON K Requested Time: 04:00 PM Phone: 970 - 904 -0512 Entered By: JMONDRAGON K Requested Time: 04:30 PM Phone: 970 - 904 -0512 Entered By: JMONDRAGON K Action: AP APPROVED Action: AP APPROVED Action: AP APPROVED Action: PI PARTIAL INSPECTION Action: AP APPROVED Run Id: 14391 1 Inspection Request v ,Mil rn _ Litt ng Requested Site Address: 1916 Wy6ORE CREEK DR VAIL Dnrrc 1 R . _0 A/P /D Information Status: ISSUED yP T e: COMBO Sub Type: R 3 R Insp Area: Activity: B11 -0139 Const Type, Occupancy: Owner: MOORE, TIM & MERIDITH Phone Contractor: VAIL CUSTOM BUILDERS : 970 - 904 -0512 Description: INTERIOR AND EXTERIOR REMODEL OF EXISTING HOUSE -ADD UPPER LEVEL TO HOUSE Requested Inspections) Item: 290 PLMB -Final Requestor: VAIL CUSTOM BUILDERS Comments: 904 -0512 Assigned To: JM ON A c io Time Exp: t n' . AP APPROVED Item: 390 MECH -Final VAIL CUSTOM BUILDERS Requestor: Comments: 904 -6551 As signed To: D Time Exp: rN ActionJ sgremmer Comment i p ace Inspection History AP APPROVED Item: 10 BLDG-FOOTING 09/2/11 spector: JRM Item: Comment: 20 BLDG - Foundation /Steel ** roved ** APP PI PARTIAL INSPECTION 01/26/12 Inspector: sgremmer Item: Comment:: NA 120 EL01/13/1h ** Approved AP APPROVED 2 Inspector: sgremmer Item: Comment: 200 ME12 ** Approved *` AP APPROVED / /07�11ghInspector: sgremmer Comment: Fireplace only 01/26/12 Inspector: sgremmer Item: Comment: 220 PL 09/29/119h IDnspector: ** roved ** sgremmerrp Comment: 12/22/11 Inspector: sgremmer Item: Comment: 230 PLMB pe ctor: ** Approved ** 12/22/1T In sgremmer Item: Comment: 240 PLM62/1Pip sp ** Approved *" 12/22/11 inspector: sgremmer Item: Comment: **Approved** 22 PLA121115111 Inspector:A Item: Comment: 30 BLDG - Framing ** Approved ** 01/25/12 Inspector: sgremmer REPT131 RequestePhone: 09:30 04 -0512 Entered By: JMONDRAGON K RequestePhone: 970 -904 0512 Entered By: JMONDRAGON K Action: AP APPROVED Action: AP APPROVED Action: AP APPROVED Action: PI PARTIAL INSPECTION Action: AP APPROVED Action: AP APPROVED Action: AP APPROVED Action: AP APPROVED Action: AP APPROVED Action: AP APPROVED Action: DN DENIED Run Id: 14382 07 -11 -2012 Inspection Request Reporting Page 7 4:09 pm Vail, CO - City Of Requested Inspect Date: Thursday, Jul 12, 2012 - Site Address: 1916 W GORE CREEK DR VAIL A/P /D Information Activity: B11 -0139 Type: COMBO Sub Type: ASFR Status: ISSUED Const Type: Occupancy: Use: R -3 Insp Area: Owner: MOORE, TIM & MERIDITH 09/02/11 Inspector: JRM Action: Contractor: VAIL CUSTOM BUILDERS Phone: 970 - 904 -0512 Description: INTERIOR AND EXTERIOR REMODEL OF EXISTING HOUSE - ADD UPPER LEVEL TO HOUSE Requested Inspection(s) 20 BLDG - Foundation /Steel ** Approved ** Item: 534 PLAN -FINAL C/O Requested Time: 08:15 AM Requestor: VAIL CUSTOM BUILDERS Action: Phone: 970 - 904 -0512 Comments: 904 -0512 Assigned To: BGIBSON 120 ELEC -Rough h Entered By: JMONDRAGON K Action: Time Exp: 01/13/12 Inspector: sgremmer Comment: landscaping not completed AP APPROVED Comment: Item: 200 MECH -Rough ** Approved ** 12/07/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: Fireplace only Inspection History Item: 10 BLDG - FOOTING **Approved** 09/02/11 Inspector: JRM Action: AP APPROVED Comment: Item: 20 BLDG - Foundation /Steel ** Approved ** 01/26/12 Inspector: sgremmer Action: AP APPROVED Comment: NA Item: 120 ELEC -Rough h ** Approved ** 01/13/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 200 MECH -Rough ** Approved ** 12/07/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: Fireplace only 01/26/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 220 PLMB - Rouqh /D.W.V. ** Approved ** 09/29/1 T Inspector: sgremmer Action: AP APPROVED Comment: 12/22/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 230 PLMB- Rough/Water ** Approved ** 12/22/1 T Inspector: sgremmer Action: AP APPROVED Comment: Item: 240 PLMB -Gas Piping ** Approved ** 12/22/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 22 PLAN -ILC FRAMING **Approved** 12/15/11 Inspector: bgibson Action: AP APPROVED Comment: Item: 30 BLDG - Framing ** Approved ** 01/25/12 Inspector: sgremmer Action: DN DENIED Comment: Mech rough not complete fire blocking required, ok to insulate will reinspect at that time 02/01/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 50 BLDG - Insulation ** Approved ** 02/01/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 60 BLDG - Sheetrock Nail ** Approved ** REPT131 Run Id: 14621 12 -27 -2012 Inspection Request Reporting Page 10 4:04 om P V� S;,Op- Cjty Of 9 9 Requested Inspect Date: Friday, December 28 2012 Site Address: 1916 W GORE CREEk DR VAIL A/P /D Information Activity: B11 -0139 Type: COMBO Sub Type: ASFR Status: ISSUED Const Type: Occupancy: Use: R -3 Insp Area: Owner: MOORE, TIM & MERIDITH Contractor: VAIL CUSTOM BUILDERS Phone: 970 - 904 -0512 Description: INTERIOR AND EXTERIOR REMODEL OF EXISTING HOUSE - ADD UPPER LEVEL TO HOUSE Reauested InsDection(s Item: 90 BLDG -Final Requestor: Comments: follow u Assigned To: J O Action: WW Time Exp: Comment: crVW1 space vent AP APPROVED 6" ace between grade and siding seaTpenitrations Comment: Nee to sign off Requested Time: 03:00 PM Phone: Entered By: JMONDRAGON K Inspection History Comment: Fireplace only Item: 10 BLDG - FOOTING " Approved *' sgremmer Action: AP APPROVED 09/02/11 Inspector: JRM Action: AP APPROVED Comment: 220 PLMB - Rough /D.W.V. '* Approved Item: 20 BLDG- Foundation/Steel ** Approved ** sgremmer Action: AP APPROVED 01/26/12 Inspector: sgremmer Action: AP APPROVED Comment: NA 12/22/11 Inspector: sgremmer Action: Item: 120 ELEC -Rou h ** Approved ** 01/13/12 Inspector: sgremmer Action: AP APPROVED Comment: 12/22/1 T Inspector: sgremmer Action: Item: 200 MECH -Rough ** Approved *' 12/07/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: Item: 60 BLDG - Sheetrock Nail '" Approved " REPT131 Run Id: 15044 Comment: Fireplace only 01/26/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 220 PLMB - Rough /D.W.V. '* Approved 09/29/1 T Inspector: sgremmer Action: AP APPROVED Comment: 12/22/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 230 PLMB- Rough/Water " Approved 12/22/1 T Inspector: sgremmer Action: AP APPROVED Comment: Item: 240 PLMB -Gas Piping *' Approved 12/22/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 22 PLAWILC FRAMING ** Approved " 12/15/11 Inspector: bgibson Action: AP APPROVED Comment: Item: 30 BLDG - Framing ** Approved " 01/25/12 Inspector: sgremmer Action: DN DENIED Comment: Mech rough not complete fire blocking required, ok to insulate will reinspect at that time 02/01/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 50 BLDG - Insulation " Approved 02/01/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 60 BLDG - Sheetrock Nail '" Approved " REPT131 Run Id: 15044