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B12-0019
06 -30 -2014 Inspection Request Reporting Page 1 4.0 DM _ _ Vim, co - City O -- - - - - -- Requested Inspect Date: Tuesdayy July 01 2014 Site Address: 765 FOREST RD VAIL A /P /D Information Activity: B12 -0019 Type: COMBO Sub Type: ASFR Status: ISSUED Const Type: Occupancy: Use: R -3 Insp Area: Owner: MJG FOREST ROAD LLC Contractor: BECK BUILDING COMPANY Phone: 970 - 949 -1800 Applicant: MJG FOREST ROAD LLC Description: REMODEL OF INTERIOR AND ADDITIONS OF STAIR AND DECK ENCLOSURES. REPLACEMENT OF ALL EXTERIOR MATERIALS AND REPAIR OF EXISTING DRIVEWAY. LANDSCAPING. Comment: NEED A REGISTERED CONTRACTOR ENTERED PRIOR TO ISSUANCE. - DRHOADES Comment: DIA in the amount of $1,907.00 was recieved for the island work in the righ -of -way. DIA in the amount of 39,312.50 was recieved for remaining landscappinqq work. - WCAMPBECL Comment: Returned plans to E -4 awaitin resubmittal MHAEBERLE Comment: BECK BUILDING COMPANY -ADDED AS THE GENERAL CONTRACTOR. - DRHOADES Comment: RECEIVED RESPONSE TO CORRECTIONS PLANS /NOTES. SCANNED TRANSMITTAL FORM AND ROUTED TO BIN A -1 AND PLANNING RACHEL). - DRHOADES Comment: RECEIVED TWO REVISION SETS OF PLANS. SCANNED TRANSMITTAL FORM AND EXPLANATION OF CHANGES PAGE. ROUTED TO F -1. EMAIL SENT TO MARTIN ADVISING PLANS HAVE BEEN RECEIVED. - DRHOADES Comment: RECEIVED TWO SETS OF REVISED S1 SHEETS (REV2). MARTIN APPROVED AT THE COUNTER. - DRHOADES Comment: SOILS REPORT IN LASERFISHE - JMONDRAGON Comment: revision to s -1 - JMONDRAGON Comment: RECEIVED AN OBSERVATION OF EXCAVATION FROM HP GEOTECH AND A DRILL AND EPDXY OBSERVATIONS REPORT FROM GROUND ENGINEERING. SCANNED BOTH DOCUMENTS AND ROUTED TO JRM FOR APPROVAL. - DRHOADES Comment: RECEIVED TWO SETS OF PAPER REVISIONS SHOWING STRUCTURAL CHANGES. ROUTED TO A -1. - DRHOADES Comment: RECEIVED REV1. ROUTED TO D -4. SCANNED TRANSMITTAL FORM. - DRHOADES Comment: E -REV2 RECEIVED SHOWING REVISED FIREPLACE, STRUCTURAL INFORMATION INCLUDED. LIGHTING CUT SHEETS REVISED (ALL KICHLER). LIGHTING QUANTITY REDUCED AND REVISED PER NEW LAYOUT. SPA DETAILS INCLUDED. - DRHOADES Comment: left msg for kevin at beck to come and pay and pick up revised permit - CGODFREY Comment: sent email regarding $100 owing to Therese at Beck. - CGODFpREY Comment: paper submittal Special Inspection Report scanned to laserfiche and routed to JR - CGODFREY Comment: DIA received today for $39,312.50 from Beck Building Company - CGODFREY Comment: SCANNED APPLICATION. ROUTED TO E -4, FIRE, PW AND PLANNING (RACHEL). - DRHOADES Notice: This parcel is immediately adjacent to Town -owned stream tract lands. Please confirm that no improvements or activities resulting in trespass, or other code violations, are present on the adjacent Town -owned stream tract prior to the acceptance of an application for review. A permit or approval shall not be granted until the code violation is resolved. - CGODFREY Requested Inspe Item: Requestor: Comments: Assigned To: Acton: ction s 542 PLAN -FINAL BECK BUILDING COMPANY 302 -2792 GRUTHER Time Exp /Item: 90 fDG -Final /Requestor BE BULDING COMPANY Comments: 30792 Assigned To: JM DRAGON Action: Time E Comment: o sign off planning, bond was complete for ndscape work to be ok for TCO Item: 539 PW -FINAL C/O Requestor: BECK BUILDING COMPANY Comments: 302 -2792 Assigned To: JMONDRAGON Action: Time Exp: Inspection History Item: 10 BLDG - FOOTING —Approved " REPT131 Requested Time: 08:30 AM �P1T6 970 - 949 -1800 red By: uMONDRAGON K I Time: 1:00 AM Phone: 7 0- 949 -1800 red By;-JMONDRAGON K er uested Time: 01:00 PM Phone: 970 - 949 -1800 Entered By: JMONDRAGON K Run Id: 14837 Hepivorrh- P'awlak (e« co:h33u-a1, Inc. 5020 Coung Itx..ad 151 Glenwood Spring,, t.; lz r.3eli3 81601 Phone; �70-90-79M Fax: 970. 945.8454 t -ttt�i) Ili �L'� ?:f�r�iE ?�3'•ri'C �s ti'lt Noi ember 26, 2012 Bec i Building Company At Kevin Fifield P. Box 4030 Vail Colorado 81658 OLe�jf�7a beckbuilds.coin Job No. 112 266A Subject: Observation of Excavation, Proposed Deck Footing Pad, MJG Residence Remodel, Lot 8, Vail Lionshead 3d Filing, 765 Forest Road, Vail, Colorado Mr. Fifield: As ri quested, a representative of Hepworth- Pawlak Geotechnical, Inc. observed the exca iation at the subject site on November 21, 2012 to evaluate the soils exposed for foun lation support. The findings of our observations and recommendations are presented in this report. The services were supplemental to our agreement for professional engineering services to Beck Building Company, dated August 2, 2012. We previously observed foundation excavations for exterior stairwell, front entryway and basement areas of the residence, reports dated August 7 and 15 and September 19, 2012 under the above job number. The proposed deck pad is located adjacent to the north side of the residence and will be founded on a spread footing on a minimum pad size of 2 feet by 2 feet. The footing has been designed assuming an allowable soil bearing pressure of 2,000 psf. At the time of our site visit, the excavation was complete and cut in one level about 6 feet below the adjacent ground surface and 1 %z feet below the existing footing pad adjacent to the north side of the excavation. The soils exposed in the bottom of the excavation cons ted of clayey sand with gravel and scattered cobbles. The bottom of the excavation was r robed by hand with a metal rod to a depth of about 6 inches and appeared to refuse on de nse granular soil. The results a of a swell- consolidation test performed on a sample of the sand, presented on Figure 1, indicate low to moderate compressibility under conditions of loading and wetting. No free water was encountered in the excavation and the sods were moist. Considering the conditions exposed in the excavation and the nature of the proposed construction, a spread footing placed on the undisturbed natural granular soil and designed for an allowable bearing pressure of 2,000 psf can be used for support of the deck pad. The excavation should be covered to protect the bearing soils from moisture f' %irkct 03 -8$1 -7110 * (,oloracloSp n gs 719- 633 -5562 • Silverrl-orne 970 - 468 -1989 Beck Building Company November 26, 2012 Page 2 and frost and concrete should not be placed on frozen soils. Other recommendations presented in our previous reports which are applicable should also be observed. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLAK GEO ECHNICAL, INC. PA �fsc•..,. . Lr s., Steven L. Pawlak P. g 16222 j-j h % f4 A � °* �h t' _.ia+ r1 Rev. by: DAY TAr43 � SLP/ksw Job No. '112 266A -- - - - - -- - -- tlJtech Moisture Content 12.9 percent Dry Density 115 pcf Passing No. 200 Sieve 28 percent Sample of: Clayey Sand with Gravel From: Bottom of Pad Footing Excavation (11121/12) 0 iji��i il�i.f i!;� No Movement upon wetting z 2 0 JJ Cl) U) Lu 3 (L 0 5 0.1 1.0 10 100 APPLIED PRESSURE (kst) 112266A G cl;: 61't e c h I SWELL-CONSOLIDATION TEST RESULTS FIGURE I HEPW( NICAL iji��i il�i.f i!;� JJ DE Template Gypsum 110307 C81 a 00 1? Pagel of 1 GROUP11113 ENGINEERING CON.SULTRNTS DRILL AND EPDXY OBSERVATIONS Project: S' Fdres �( Date: Jf I vI / Z Job Number: Client: Report Number: 1 Attn: Location: 1.) o,,c�L, you "4o -, Ft)6+i�,,t 2.) _1 3.) Orientation (vertical /horizontal): Drilling Equipment: Hole Diameter / Length (inches): S� �i �! , Hole Spacing: 0 hok c Method to Clean Hole:tGS� Rebar / Bolt -Size / Length / Type: g Epoxy Type:S I LOL A''+C�o� Placement Method: Drawing or RFI referenced: F 14 Additional Reinforcing Steel: P /1q_ Notification (Contractor / Name): Field Representative: Grand Junction Gypsum 1008 3rd Avenue, Suite D Corporate Office P.O. Box 464 Grand Junction, CO 81501 41 Inverness Drive East Gypsum, CO 81637 P:(970)242 -4300 Englewood, CO 80112 P:(970)524 -0720 F :(970)524 -0721 P:(303)289 -1989 F:(970)524 -0721 3)0a' oolg EC- IGINEEIlING CONSULTRN +S DRILL AND EPDXY OBSERVATIONS Project: 76 S- ForZsT (Lo( (K e Date: Job Number: p 2- &,S—W Report Number: Location: 1.) � L e_ t ,_ec-- .� Lam- LZ _i( Eeji -� r, , Gzsue: 4 `, 1� �crr A, 4 / / 2.) 3.) Orientation (vertical /horizontal): H6r�20� 7"11 Drilling Equipment:��� Hole Diameter / Length (inches): /�; � a) ; z. Hole Spacing: ` " k•or- PZ oh 7Pr ! 9A C( r 7 -. Method to Clean Hole: Rebar / Bolt -Size / Length / Type: Epoxy Type: r' `, 6h yr I x -- 2 42ro �yS 0,1.4 j 5 ap g- s- •rEn47, %��„ Placement Method: 44,4' Sc� , Drawing or RFI referenced: P14,, S Additional Reinforcing Steel: I) X Notification (Contractor! Name): ?CcL, f.:,; /6+, ,I g Field Representative: _!,> atie 1008 3rd Avenue, Suite D P,O Box 464 Grand Junction, CO 51501 Gypsum CO 81637 P:(970)242 -4300 Tel:(970) 524 0720 F:(970)524 -0721 Offices: Denver, Loveland, Western Slope, Granby, Casper VVY Fax:(970) 524 0721 Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of $110 will be charged upon reissuance of the permit. Application /Permit NO information applies to: r. Attention: Project Street Add ss: (Number) (Street) / (Suite #)� Building /Complex Name: Applicant Information (architect, contractor, owner /owner's rep) Contact Name:��r~ Address: Ile City /�i� State: C' Zip: Contact Name: Contact Phone: Contact E -Mail: I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review ap- proved, International Building and Resicential Codes and other ordinances of the Town applicable t veto. Owner /Owner's Representative Signature (- R-"e�quired) For Office Use Only: Fee Paid: Received From: Cash Check # _ CC: Visa / MC Last 4 CC # (�Af i i _ exp. date: i Authorization # Revisions 0 Response to Correction Letter JZattached copy of correction letter © Deferred Submittal 0 Other Description of Transmittal/ List of Changes, Items Attached: �U� O �7�RUCTcI.,_2AL 51�� (use additional sheet if necessary) Building Permits: Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: Z — Plumbing: $- Electrical: $_ Mechanical: $- Total: $ 0 Date Received: pCECI-EU\19C SEP 21 Z.. W. i�: N TOWN OF VAIL VJ 0 Z pZ Itl TOWN OF VA11 ` Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of $110 will be charged upon reissuance of the permit. Application /Permit #(s) information applies to: A i �_ ©d /y Attention: Project Street Add mss: (Number) (Street) (Suite #) Building /Complex Name: Applicant Information (architect, contractor, owner /owner's rep) Contact Name: p ;GSC Z-, -, / Address: O' • G��' t6s'� City ✓�'�� State: C� Zip: Contact Name: Contact Phone: Contact E -Mail: I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other ordinances of the Town applicable t reto. Owner /Owner's Representative Signature (Required) For Office Use Only: Fee Paid:__ Received From: Cash CC: Visa / MC Last 4 CC # Authorization # Check # exp. date: Revisions 0 Response to Correction Letter )_attached copy of correction letter O Deferred Submittal 0 Other Description of Transmittal/ List of Changes, Items Attached: (use additional sheet if necessary) Building Permits: Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: $ Plumbing: $ Electrical: $ Mechanical: $ Total: $ 0 Date Received: OLL V LE SEP 21 26 �2 1� TOWN OF VAIL DE 120824 -01 31a -oo►� Page 1 of 1 [CROUI 10 ENGINEERING CONSULTRNTS DRILL AND EPDXY OBSERVATIONS Project: 765 Forest Road - Helical Piers Date: August 24, 2012 Job Number: 12 -6557 Client: Great Divide Construction, Inc Report Number: 1 PO Box 1292 Gypsum, CO 81637 Attn: Mr. Thomas Weber Location 1.) Stair Tower Footings 2.) 3.) Orientation (vertical /horizontal): Horizontal Drilling Equipment: Hammer Drill Hole Diameter / Length (inches): 1/2" diameter / 6" in depth Hole Spacing: 4" O.C. Method to Clean Hole: Air compressor / Wire brush Rebar / Bolt -Size / Length / Type: #4 straight & L- shaped bar / 24" in length Epoxy Type: SET -XP Placement Method: Hand -set Drawing or RFI referenced: Plans Additional Reinforcing Steel: N/A Notification (Contractor/ Name): Tim with Beck Field Representative: LeeTal Levran Grand Junction 379 Indian Road Grand Junction, CO 81501 P:(970)242 -4300 F:(970)524 -0721 Corporate Office 41 Inverness Drive East Englewood, CO 80112 P:(303)289 -1989 Gypsum P.O. Box 464 Gypsum, CO 81637 P:(970)524 -0720 F:(970)524 -0721 September 19, 2012 Beck Building Company Attn: Tim Dee P. 0. Box 4030 Vail, Colorado 81658 (titn(ycbeckbuilds com) Subject: Observation of Excavation, Prop Residence Remodel, Lot 8, Vail Vail. Colorado Dear Tim: As requested, a representative of Hepworth -Pav excavation at the subject site on August 24 and exposed for foundation support. The findings 0 are presented in this report. The services were professional engineering services to Beck Build recently observed the foundation excavation for renovated basement area to the residence and su August 7 and 15, 2012 under the above job num �31 '), -D 0l 9 Job No. 112 266A new Front Entryway, MJG ;head 3`d Filing, 765 Forest Road, ak Geotechnical, Inc. observed the eptember 14, 2012 to evaluate the soils our observations and recommendations pplemental to our agreement for ig Company, dated August 2, 2012. We in exterior stairwell addition and mitted our findings in reports dated The new entryway will be to the north side of th residence and be founded on spread footings. The footings have been designed assu ing an allowable soil bearing pressure of 2,000 psf. On August 24, we met at the site with Tim Dee i and observe a moist area on the interior of the b, proposed entryway is in an area of basement wa. to bear the footings on the natural soils. At the t excavation for the entryway was essentially com to 11 feet below the adjacent ground surface. Tt excavation consisted of relatively dense, silty cla water was encountered in the excavation and the discuss the proposed entryway addition ement wall at the entry -way. The backfill which will need to be removed ne of our September 14 site visit, the lete and cut in one level fi-om about 4 soils exposed in the bottom of the ey sandy gravel with cobbles. No free oils were generally moist. Considering the conditions exposed in the excaval ion and the nature of the proposed construction, spread footings placed on the undistilrbed natural coarse granular soils designed for an allowable bearing pressure of2,000 psf can be used for support of the new entryway. There could be some differentialsettlement with respect to the existing structure which should be considered in the desig . Loose disturbed material should be Beck Building Company September 19, 2012 Page 2 removed and the subgrade re- compacted as needed prior to footing construction. Other recommendations presented in our previous reports which are applicable should also be observed. The perimeter foundation drain in the excavated area of the entryway should be re- constructed and sloped to drain towards the outlet. The drain reconstruction should include damp - proofing the exterior of the basement wall and a synthetic geo- textile drainage enhancement material, such as Inka- drain, placed on the wall exterior and connected to the perimeter foundation drain. We can review the drain and wall geo- textile drain enhancement material with you if desired. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — P_AWLAK CEOTECHNICAL INC David A. DAY /ks �v t^ F -r /k`w CP Young, P_ Job No. 112 266A GECPtech NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES mwwo Vv . Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B12 -0019 Project #: PRJ11 -0705 Job Address: 765 FOREST RD VAIL Applied.....: 02/08/2012 Location......: Issued...: 09/18/2012 Parcel No....: 210107210007 OWNER MJG FOREST ROAD LLC 02/08/2012 1221 S MOPAC EXPY STE 400 AUSTIN TX 78746 CONTRACTOR BECK BUILDING COMPANY 780 NOTTINGHAM ROAD, AVON PO BOX 4030 VAI L CO 81658 License: C000003131 APPLICANT MJG FOREST ROAD LLC 1221 S MOPAC EXPY STE 400 AUSTIN TX 78746 03/14/2012 Phone: 970-949-1800 02/08/2012 Description: REMODEL OF INTERIOR AND ADDITIONS OF STAIR AND DECK ENCLOSURES. REPLACEMENT OF ALL EXTERIOR MATERIALS AND REPAIR OF EXISTING DRIVEWAY. LANDSCAPING. Occupancy: R -3 Type Construction: VB Valuation: $1,327,000.00 rtrtxrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtxrtrtxrtxrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtxrtrtrtrtxrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtrtxxrtrt FEE SUMMARY xrtrtrtrtrtrtrtrtrtrtrtxrtrtxrtrtxxxrtxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxrtrtrtrtrtrtrtxrtrtrtrtrtrtrtrt Building Permit ------ - - - - -> $6,802.30 Bldg Plan Check ----- - - - - -> $4,421.50 Use Tax Fee------------------ - - - - -> $26,340.00 Electrical Permit ---- - - - - -> $805.00 Elec Plan Check ------ - - - - -> $523.25 Restuarant Plan Review--- - - - - -> $0.00 Mechanical Permit - - - - - -> $1,240.00 Mech Plan Check ---- - - - - -> $310.00 Additional Fees--------------- - - - - -> $0.00 Plumbing Permit --- - - - - -> $1,425.00 Plmb Plan Check ---- - - - - -> $356.25 Recreation Fee--------------- - - - - -> $0.00 Investigation -- ---------- — -------- > $0.00 Will Call ------------------------------ > $20.00 TOTAL PERMIT FEES--------- - - - - -> $42,903.30 Payments -------- --- ------------------- > $42,903.30 rtxxxxxxxxxxxxxxxxxxxxxxxxxxrtxxxxxxxxxrtrtxrtrtxxrtrtxrtxrtrtxrtrtrtxrtrtrtxrtxxrtxrtxrtrtrtxrtrtrtxrtxxrtrtxxrtrtxxxrtrtrtxxrtrtrtrtrtrtrtrtxrt xrtxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxrtxxxxx BALANCE DUE ------------------------ > $0.00 DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. combination permit-012811 CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B12 -0019 Owner: MJG FOREST ROAD LLC Cond: CON0012453 upgrade fire sprinkler and monitored fire alarm system. combination permit-012811 Address: 765 FOREST RD VAIL Location: TOWNOVAIRL REQUIRED INSPECTIONS AND STATUSES Permit #: B12 -0019 Owner: MJG FOREST ROAD LLC Address: 765 FOREST RD VAIL Location: Item: 00010 BLDG - FOOTING 08/22/2012 By: JRM Action: PA Comments: FOOTING STAIR TOWER Item: 00020 BLDG - Foundation /Steel 08/27/2012 By: mdenney Action: AP Comments: stair tower and storage foundations. Item: 00500 PW- Backfill Inspection Item: 00501 PW- Access /Staging /Erosion Item: 00120 ELEC -Rough Item: 00200 MECH -Rough 09/14/2012 By: mdenney Action: PI Comments: in -floor heat tubing in slab at bottom of stair 114 and mech room Item: 00220 PLMB- Rough /D.W.V. 08/29/2012 By: mdenney Action: PI Comments: underslab for lower level west. Item: 00230 PLMB- Rough/Water Item: 00240 PLMB -Gas Piping Item: 00260 PLMB -Misc. Item: 00310 MECH- Heating Item: 00315 PLMB -Gas Piping Item: 00340 MECH -Misc. Item: 00502 PW -Rough Driveway Grade Item: 00030 BLDG - Framing Item: 00050 BLDG - Insulation Item: 00060 BLDG - Sheetrock Nail Item: 00410 Special Inspect - progress rept Item: 00503 PW -Final Driveway Grade Item: 00190 ELEC -Final Item: 00290 PLMB -Final Item: 00390 MECH -Final Item: 00420 Special Inspect -final rept Item: 00539 PW -FINAL C/O Item: 00090 BLDG -Final combination permit-012811 TOWN OF VAIL, COLORADO Statement Statement Number: R120001372 Amount: $110.00 09/18/201202:59 PM Payment Method:Credit Crd Init: LC Notation: credit card from james t dee, Beck & Assoc ----------------------------------------------------------------------------- Permit No: B12 -0019 Type: COMBINATION BLDG PERMIT Parcel No: 2101 - 072 - 1000 -7 Site Address: 765 FOREST RD VAIL Location: Total Fees: $42,903.30 This Payment: $110.00 Total ALL Pmts: $42,903.30 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 110.00 Department of Community Development 0 75 South Frontage Road TOWN Of VAI Vail, CO 81657 Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of $110 will be charged upon reissuance of the permit. Application /Permit #(s) information applies to: Project Street Address: (Number) (Street) (Suite #) Building /Complex Name: Applicant Information (architect, contractor, owner /owner's rep) Contact Name: Address: City State: «' zip: /!�S Contact Name: Contact Phone: Contact E -Mail: Attention I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other ordinances of the Town applic thereto. X Owner /Owner's Representative Signature (Required) For Office Use Only: Fee Paid: Received From: Cash Check # CC: Visa / MC Last 4 CC # exp. date: Authorization # Revisions 0 Response to Correction Letter j:]_attached copy of correction letter 0 Deferred Submittal 0 Other Description of T ran s1nittaI/ List of Changes, Items Attached: (use additional sheet if necessary) Building Permits: Revised ADDITIONAL Valuations (Labor & Materials) O NOT include original valuation) Building: $ Plumbing: $ Electrical: $ Mechanical: $ Total: $ 0 Date Received: Augc Beck Attn: P. O. Vail, Subj Dear AVMI*. AP rW.4-AWMW%, A0=41 LOW o Is MORTH - PAWLAK GEMECHNICAL 7, 2012 uilding Company im Dee ox 4030 olorado 81658 Job No. 112 266A Observation of Excavation, Proposed Stairway Addition, MJG Residence Remodel, Lot 8, Vail Lionshead 3'd Filing, 765 Forest Road, Vail, Colorado As req ested, a representative of Hepworth - Pawlak Geotechnical, Inc. observed the excavation at the subject site on August 3, 2012 to evaluate the soils exposed for founda ion support. The findings of our observations and recommendations for the founda ion design are presented in this report. The services were performed in accord ce with our agreement for professional engineering services to Beck Building Compa iy, dated August 2, 2012. The st ' way will be attached to the outside of the southwestern portion of the residence adjacer t the garage. Ground floor will be slab -on- grade. The stairway has been designed to be supported on concrete foundation walls and spread footings assuming an allowable soil beE ring pressure of 2,000 psf. At the had be The sc sandy footing the sub, 1. No i moist. co the ex ie of our site visit, the foundation excavation, which was essentially complete, cut in two levels from about 5 to 7' /z feet below the adjacent ground surface. exposed in the bottom of the excavation consisted of relatively dense, silty vel with cobbles. The excavation subgrade had been compacted. The n subgrade was at about the same elevation as the existing building spread ;wring elevation. The results of a gradation analysis performed on a sample of ide soils (minus 3 inch fraction) obtained from the site are presented on Figure e water was encountered in the excavation and the soils were slightly moist to ing the conditions exposed in the excavation and the nature of the proposed ion, spread footings placed on the undisturbed natural coarse granular soils for an allowable bearing pressure of 2,000 psf can be used for support of the stairway addition. There could be some differential settlement with respect to ig structure which should be considered in the design. Footings should be a width of 16 inches for continuous walls and 2 feet for columns. Loose and Bec Building Company Aug st 7, 2012 Pay 2 the i ndisturbed natural coarse granular soils. The footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous foun iation walls should be reinforced top and bottom to span local anomalies such as by assui ning an unsupported length of at least 10 feet. Foundation walls acting as retaining stru ures should also be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for on -site granular soil as backfill. A perimeter founi lation drain should be provided to prevent temporary buildup of hydrostatic pressure behir d the retaining walls. Structural fill placed within floor slab areas can consist of the on -s' a sand and gravel soils compacted to at least 95% of standard Proctor density (SPD) at a r ioisture content near optimum. Backfill placed around the structure should be coml acted to at least 90% SPD and the surface graded to prevent ponding within at least 10 fe t of the building. The tecommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation 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 supp rt than those exposed. The risk of foundation movement may be greater than indiewed 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 explo ation could change the recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological conta ninants (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 yo4 have any questions or need further assistance, please call our office. a HEPWORTH AK GEOT.FCjiNICAL, INC. C3 A. 'A, d �y d David A. Young, P.E. t�}" O sr PSI. DAY/ jg A�,D.c� "� -� •(L,��;o• `a e Jill dJVAL; attachment Figure 1, Gradation Analysis tec- h C C z� NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES WOF & ' 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 #: 1312 -0019 Project #: PRJ11 -0705 Job Address: 765 FOREST RD VAIL Applied.....: 02/08/2012 Location......: Issued...: 04/13/2012 Parcel No....: 210107210007 OWNER MJG FOREST ROAD LLC 02/08/2012 1221 S MOPAC EXPY STE 400 AUSTIN TX 78746 CONTRACTOR BECK BUILDING COMPANY 780 NOTTINGHAM ROAD, AVON PO BOX 4030 VAIL CO 81658 License: C000003131 APPLICANT MJG FOREST ROAD LLC 1221 S MOPAC EXPY STE 400 AUSTIN TX 78746 03/14/2012 Phone: 970-949-1800 02/08/2012 Description: REMODEL OF INTERIOR AND ADDITIONS OF STAIR AND DECK ENCLOSURES. REPLACEMENT OF ALL EXTERIOR MATERIALS AND REPAIR OF EXISTING DRIVEWAY. LANDSCAPING. Occupancy: R -3 Type Construction: VB Valuation: $1,327,000.00 RR R############################################### # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## FEE SUMMARY Building Permit ------ - - - - -> $6,802.30 Bldg Plan Check ----- - - - - -> $4,421.50 Use Tax Fee ------------------ — --- > $26,340.00 Electrical Permit ---- - - - - -> $805.00 Elec Plan Check ------ - - - - -> $523.25 Restuarant Plan Review- - - - - -> $0.00 Mechanical Permit - - - - - -> $1,240.00 Mech Plan Check ---- - - - - -> $310.00 Additional Fees--------------- - - - - -> $0.00 Plumbing Permit --- - - - - -> $1,425.00 Plmb Plan Check ---- - - - - -> $356.25 Recreation Fee--------------- - - - - -> $0.00 Investigation -------- — ------------- > $0.00 Will Call ------------------------------ > $20.00 TOTAL PERMIT FEES--------- - - - - -> $42,793.30 Payments ------------------------------- > $42,793.30 RR######## R#### R# R# RR# RRR#### R## t# R#############/► I# RtR## Rtf## RRRR►► RRRRRRf�Af�fr########################################################################## BALANCE DUE ------------------------ > # # # # # # # ##k## $0.00 # # ## ### ### # # # # # # # ## DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. combination permit-012811 iui CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B12 -0019 Owner: MJG FOREST ROAD LLC Cond: CON0012453 upgrade fire sprinkler and monitored fire alarm system. combination permit-012811 Address: 765 FOREST RD VAIL Location: INN OF VAILI 7 REQUIRED INSPECTIONS AND STATUSES Permit #: B12 -0019 Owner: MJG FOREST ROAD LLC Address: 765 FOREST RD VAIL Location: Item: 00010 BLDG - FOOTING Item: 00020 BLDG - Foundation /Steel Item: 00500 PW- Backfill Inspection Item: 00501 PW- Access /Staging /Erosion 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: 00260 PLMB -Misc. Item: 00310 MECH- Heating Item: 00315 PLMB -Gas Piping Item: 00340 MECH -Misc. Item: 00502 PW -Rough Driveway Grade Item: 00030 BLDG - Framing Item. 00050 BLDG - Insulation Item: 00060 BLDG - Sheetrock Nail Item: 00410 Special Inspect - progress rept Item: 00503 PW -Final Driveway Grade Item: 00190 ELEC -Final Item. 00290 PLMB -Final Item: 00390 MECH -Final Item: 00420 Special Inspect -final rept Item: 00539 PW -FINAL C/O Item: 00090 BLDG -Final combination permit-012811 TOWN OF VA Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970 - 479 -2128 www.vailgov.com vDevelopment Review Coordinator TRANSMITTAL FORM Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Attention: (}Revisions J () Response to Correction Letter �4 - -a/e _attached copy of correction letter ()Deferred Submittal ( ) Other Project Street Address: (Number) (Street) (Suite #)// Building /Complex Name: "ire %.L�� Contractor Information / Business Name: ,�ppvi Ad/ no. Business Address: City zlfV/ c / State: CD Zip: 66/ �S--p Contact Name: �, /�A� Contact Phone: 9%0 l > / Contact E -Mail: I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other ordinances of the Town applf e thereto. Owner /Owners Representative Signature (Required) Applicant Information Applicant Name: Applicant Phone: Applicant E -Mail: For Office Use Only: Fee Paid: Received From: Cash Check # CC: Visa / MC Last 4 CC # exp. date: Auth # Description / List of Changes: (use additional sheet if necessary) Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: $ ,//5�7 Plumbing: $ Electrical: $ Mechanical: $ 1 Total: $ I «� 1 Date Received: AUG 14 2011` a:.sov« F�- TOWN OF VAIL 4 � ,: ': �. ;VOTE: .HIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES 71 %W OF VAlL Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B12 -0019 Project #: PRJ11 -0705 Job Address: 765 FOREST RD VAIL Applied.....: 02/08/2012 Location......: Issued...: 04/13/2012 Parcel No....: 210107210007 )WNER MJG FOREST ROAD LLC 02/08/2012 1221 S MOPAC EXPY STE 400 AUSTIN TX 78746 :ONTRACTOR BECK BUILDING COMPANY 780 NOTTINGHAM ROAD, AVON PO BOX 4030 VAI L CO 81658 License: C000003131 ,PPLICANT MJG FOREST ROAD LLC 1221 S MOPAC EXPY STE 400 AUSTIN TX 78746 03/14/2012 Phone: 970- 949 -1800 02/08/2012 lescription: 1EMODEL OF INTERIOR AND ADDITIONS OF STAIR AND DECK :NCLOSURES. REPLACEMENT OF ALL EXTERIOR MATERIALS AND ,EPAIR OF EXISTING DRIVEWAY. LANDSCAPING. Occupancy: R -3 Type Construction: VB ..... ..............................> ..,... ............................... FEE SUMMARY =.�..,...x. Valuation: $1,327,000.00 uilding Permit ------ - - - - -> $6,802.30 Bldg Plan Check ---- - - - - -> $4,421.50 Use Tax Fee------ - - - - -- - -> $26,340.00 lectrical Permit ---- - - - - -> $805.00 Elec Plan Check ------ - - - - -> $523.25 Restuarant Plan Review--- - - - - -> $0.00 lechanical Permit - - - - - -> $1,240.00 Mech Plan Check --- - - - - -> $310.00 Additional Fees ---- — -------------- > $0.00 lumbing Permit -- - - - - -> $1,425.00 Plmb Plan Check -- - - - - -> $356.25 Recreation Fee -- ---------------- > $0.00 Investigation------------ - - - - -> $0.00 Will Call -- ------- ---- --- - -> $20.00 TOTAL PERMIT FEES — --------- - -> $42,683.30 Payments------------------------ - - - - -> $42,683.30 BALANCE DUE-------------- - - - - -> $0.00 DECLARATIONS agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure ccording to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and ther ordinances of the Town applicable thereto. ,EQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 )R AT OUR OFFICE FROM 8:00 AM - 4:00 PM. ombination permit-012811 WNOFWLI CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B12 -0019 Owner: MJG FOREST ROAD LLC :ond: CON0012453 pgrade fire sprinkler and monitored fire alarm system. ornbination permit-012811 Address: 765 FOREST RD VAIL Location: DWN 0 )a REQUIRED INSPECTIONS AND STATUSES Permit #: B12 -0019 Owner: MJG FOREST ROAD LLC Address: 765 FOREST RD VAIL Location: em: 00010 BLDG - FOOTING em: 00020 BLDG - Foundation /Steel em: 00500 PW- Backfill Inspection .em: 00501 PW- Access /Staging /Erosion em: 00120 ELEC -Rough em: 00200 MECH -Rough em: 00220 PLMB- Rough /D.W.V. em: 00230 PLMB- Rough/Water em: 00240 PLMB -Gas Piping em: 00260 PLMB -Misc. em: 00310 MECH- Heating em: 00315 PLMB -Gas Piping em: 00340 MECH -Misc. :em: 00502 PW -Rough Driveway Grade :em: 00030 BLDG - Framing :em: 00050 BLDG - Insulation :em: 00060 BLDG - Sheetrock Nail :em: 00410 Special Inspect - progress rept :em: 00503 PW -Final Driveway Grade :em: 00190 ELEC -Final :em: 00290 PLMB -Final :em: 00390 MECH -Final :em: 00420 Special Inspect -final rept !em: 00539 PW -FINAL C/O gem: 00090 BLDG -Final ;ombination permit-012811 TOWN OF VAIL, COLORADO Statement Statement Number: R120001054 Amount: $477.95 08/07/201212:52 PM Payment Method: Check Init: WC Notation: Beck Building 21600 ----------------------------------------------------------------------------- Permit No: B12 -0019 Type: COMBINATION BLDG PERMIT Parcel No: 2101 - 072 - 1000 -7 Site Address: 765 FOREST RD VAIL Location: Total Fees: $42,683.30 This Payment: $477.95 Total ALL Pmts: $42,683.30 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- EP 00100003111100 ELECTRICAL PERMIT FEES 23.00 PF 00100003112300 PLAN CHECK FEES 454.95 0 : Department of Community Development 75 South Frontage Road TOWN OF VAIL `` Vail, CO 81657 Tel: 970479 -2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Attention: Revisions Bp012 -0019 Martin Response to Correction Letter attached copy of correction letter Deferred Submittal 0 Other Project Street Address: 765 Forest Road (Number) (Street) (Suite #) Building /Complex Name: Description / List of Changes: Contractor Information Business Name: Beck Building Company Business Address: P.O. Box 4030 city Vail State: CO Zip: 81658 Contact Name: Tom Solawetz Contact Phone: 949 1800 Contact E -Mail: tom @beckbuilds.com I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other ordinancgi of the Tows applicable thereto. Owder /O�vn is Representative Signature (Required) Applicant Information Applicant Name: Steven James Riden AIA Architect P.C. Applicant Phone: 970- 328 -0458 Applicant E -Mail: steve @riden1.com For Office Use Only: Fee Paid: Received From: Cash Check # _ CC: Visa / MC Last 4 CC # Auth # exp. date: 19 To tj1s C (use additional sheet if necessary) Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: Plumbing: Electrical: Mechanical: Total: Date Received: $ 0 $ 0 $ 0 $ 0 $ 0 JUL 2017 � D T�OFVAIL I -5F 0 / -z- — (: � (9 (2 AIN Cat/ 7 Ali. -Ad 411) ,4 21 12e, J9 tj I t mX 04-�W.. Ale 6,wx�� -m/- PO ej- ,AIJY, _ ___ 4& cot ST-E RIDE 026J J X 8 0 t �E, D 9 Q NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES WOF • Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B12 -0019 Job Address: 765 FOREST RD VAIL Location......: Parcel No....: 210107210007 )WNER MJG FOREST ROAD LLC 02108/2012 1221 S MOPAC EXPY STE 400 AUSTIN TX 78746 :ONTRACTOR BECK BUILDING COMPANY 780 NOTTINGHAM ROAD, AVON PO BOX 4030 VAIL CO 81658 License: C000003131 ,PPLICANT MJG FOREST ROAD LLC 1221 S MOPAC EXPY STE 400 AUSTIN TX 78746 03/14/2012 Phone: 970-949-1800 02/08/2012 iescription: IEMODEL OF INTERIOR AND ADDITIONS OF STAIR AND DECK =LOSURES. REPLACEMENT OF ALL EXTERIOR MATERIALS AND :EPAIR OF EXISTING DRIVEWAY. LANDSCAPING. Project #: Applied.....: Issued... P RJ 11 -0705 02/08/2012 04/13/2012 Occupancy: R -3 Type Construction: VB Valuation: $1,327,000.00 **..************,***.,,*,.,.,**** * * * * * * * ******* * * * * ****** * * *** ** FEE SUMMARY .uilding Permit - - -> $6,802.30 Bldg Plan Check - - -> $4,421.50 Use Tax Fee- — > $26,340.00 lectrical Permit - - - - -> $782.00 Elec Plan Check -- > $508.30 Restuarant Plan Review - - -> $0.00 lechanical Permit - -> $1,240.00 Mech Plan Check - - - -> $310.00 Additional Fees--- - - ---> $0.00 'lumbing Permit - - - -> $1,425.00 Plmb Plan Check - - - -> $356.25 Recreation Fee- - - - - -> $0.00 Investigation - -- - -> $0.00 Will Call -- —> $20.00 TOTAL PERMIT FEES -- -> $42,205.35 Payments -- - - - - -> $42,205.35 BALANCE DUE-- - - - - -- –> $0.00 DECLARATIONS 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 s 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 ccording to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town pplicable thereto. :EQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM :00 AM - 4:00 PM. Signature of Ownroritractor / Date Print Name )mbination permit - 012911 CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B12 -0019 Owner: MJG FOREST ROAD LLC ;ond: CON0012453 ipgrade fire sprinkler and monitored fire alarm system. Dmbination permit-012811 Address: 765 FOREST RD VAIL Location: MOF VAILIV REQUIRED INSPECTIONS AND STATUSES Permit #: B12 -0019 Owner: MJG FOREST ROAD LLC Address: 765 FOREST RD VAIL Location: em: 00010 BLDG - FOOTING em: 00020 BLDG - Foundation /Steel :em: 00500 PW- Backfill Inspection :em: 00501 PW- Access /Staging /Erosion :em: 00120 ELEC -Rough :em: 00200 MECH -Rough :em: 00220 PLMB- Rough /D.W.V. :em: 00230 PLMB- Rough/Water :em: 00240 PLMB -Gas Piping em: 00260 PLMB -Misc. :em: 00310 MECH- Heating :em: 00315 PLMB -Gas Piping :em: 00340 MECH -Misc. :em: 00502 PW -Rough Driveway Grade :em: 00030 BLDG - Framing :em: 00050 BLDG - Insulation :em: 00060 BLDG - Sheetrock Nail :em: 00410 Special Inspect - progress rept :em: 00503 PW -Final Driveway Grade :em: 00190 ELEC -Final :em: 00290 PLMB -Final :em: 00390 MECH -Final :em: 00420 Special Inspect -final rept .em: 00539 PW -FINAL C/O :em: 00090 BLDG -Final ombination permit-012811 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement Statement Number: R120000264 Amount: $37,783.8504/13 /201208:13 AM Payment Method: Check Init: LC Notation: #21206 BECK BUILDING CO INC ----------------------------------------------------------------------------- Permit No: B12 -0019 Type: COMBINATION BLDG PERMIT Parcel No: 2101 - 072 - 1000 -7 Site Address: 765 FOREST RD VAIL Location: Total Fees: $42,205.35 This Payment: $37,783.85 Total ALL Pmts: $42,205.35 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - BP 00100003111100 - -- ------------------------ - - - - -- BUILDING PERMIT FEES ------ - - - - -- 6,802.30 EP 00100003111100 ELECTRICAL PERMIT FEES 782.00 MP 00100003111100 MECHANICAL PERMIT FEES 1,240.00 PF 00100003112300 PLAN CHECK FEES 1,174.55 PP 00100003111100 PLUMBING PERMIT FEES 1,425.00 UT 11000003106000 USE TAX 4%- 26,340.00 WC 00100003112800 WILL CALL INSPECTION FEE 20.00 TOWN OF VA Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970 - 479 -2128 www.vailgov.com evelopment Review Coordinator TRANSMITTAL FORM Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Attention: () Revisions B12 -0019 David Rhodes (✓) Response to Correction Letter _attached copy of correction letter ( ) Deferred Submittal ( ) Other Project Street Address: 765 Forest Road (Number) (Street) (Suite #) Description / List of Changes: Building /Complex Name: Response to comments 2/17/12 I Contractor Information Business Name: Beck Builds Business Address: Metcalf Road City Avon State: CO Zip: 81620 Contact Name: Tom Soloweitz Contact Phone: 9491800 Contact E -Mail: Steven Riden X Owner /Owner's Representative Signature (Required) Applicant Information Applicant Name: Steven James Riden AIA Architect PC Applicant Phone: 9710- 389 -0150 Applicant E -Mail: steve @riden1.com For Office Use Only: Fee Paid: Received From: Cash Check # _ CC: Visa / MC Last 4 CC # Auth # exp. date: i (use additional sheet if necessary) Revised ADDITIONAL Valuations (Labor & Materials) 7 (DO NOT include original valuation) 1 300 Building: $ Plumbing: $ 95 0 Electrical: $ 140 0 Mechanical: Total: f' 2 STEVEN Date Received:1�EN MAR 13 L Olt TOWN OF VAIL 01-Oct-11 \7/�� Steven games Kiden A.I.A. Arckitect P.C. P.Q. 15-- 5238 Vail, CO 81658-3238 970- 328 -.0458 970 -389 -0 150 mobile March 14, 2012 Comments response: Architectural 1 Sheet Ao 1 -Ao3 Was Revised to inclicat propergas appliances and 2 gas logs only 2 Sheet A21 -A22 Indicat that there are correct spacing the skirt boards are solid with no exposed riser ends. Structural i General notes on 55 require special inspection per exposed undetermined circumstances. E-lectrical Sheet E-01 -o5 Revised electrical plan to inclue notation to comply. Planning i Placed notation as to complete patio removal and match surrounding vegetation. 2 Provided development standards on cover page appropiate for this submittal. 0 C 04 46 02. ,. �azsso � S 'NN-,FD ARG�`�� ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R120000058 Amount: $4,421.50 02/08/201209:05 AM Payment Method: Check Init: DR Notation: CK# 2164 STEVEN JAMES RIDEN ----------------------------------------------------------------------------- Permit No: B12 -0019 Type: COMBINATION BLDG PERMIT Parcel No: 2101 - 072 - 1000 -7 Site Address: 765 FOREST RD VAIL Location: Total Fees: $42,205.35 This Payment: $4,421.50 Total ALL Pmts: $4,421.50 Balance: $37,783.85 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 4,421.50 TOWN OF VAII ` Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970 - 479 -2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: 765 Forest Road (Number) (Street) (Suite #) Building /Complex Name: Contractor Information ^ Business Name: Steven James Riden AB /v Business Address: P.O.Box 3238 City Vail State: CO Zip: 81658 -3238 Contact Name: Steven Contact Phone: 970- 389 -0150 Contact E -Mail: steve @riden1.com rnformation resentative Signature (Required) O Appli Applicant Name: Steven James Riden Applicant Phone: 970- 389 -0150 Applicant E -Mail: Steve @riden1.com Project Information Owner Name: MJG Forest Road, LLC Parcel #: 2101017210007 (For Parcel #, contact Eagle County Assessors Office at (970 - 328 -8640 or visit www.eaglecounty.us/patie) Project #: P%5j I -070S DRB #:b9A1105'13 %R'e>1a00ly CLZ.i�.l Building Permit #: Z l a — Lot #: Block # Subdivision: Work Class: New ( ) Addition ( ✓) Alteration ( ) Type of Building: Single - Family ( ✓) Duplex ( ) Multi - Family ( ) Commercial ( ) Other( ) Work Type: Interior ( ) Exterior ( ) Both (✓) Valuation of Work Included Plans Included Work Electrical (✓ )Yes ( )No ( ✓ )Yes ( )No 140,000 Mechanical (./)Yes ( )No (✓ )Yes ( )No 62,000 Plumbing (✓ )Yes ( )No (✓ )Yes ( )No 95,000 Building (✓ )Yes ( )No (✓ )Yes ( )No 1,030,000 Value of all work being performed: $1,327,000 (value based on IBC Section 109.3 & IRC Section 108.3) Electrical Square Footage 6740 Detailed Scope and Location of Work: Remodel of interior and additions of stair and deck enclosures, Replacement of all exterior materials and repair of existing driveway. Landscaping. (use additional sheet if necessary) For Office Use Only: Fee Paid: Received From: Cash Check # _ CC: Visa / MC Last 4 CC # Auth # exp date: Date Received: n E D v FEB 0 " 2012 TOWN OF VAIL O1- Jan -11 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 a� 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.vgLl oy&c g State of Colorado Contact: Colorado Department of Public Health and Environment Asbestos Compliance Assistance Group 303 - 692 -3158 asbestos @state. co. us 01 -Jan -1 1 Aug-27 -99 08:29A A.R--Teach Services A.R. TECH The Asbestos Abatement Professionals FAX COVER SHEET Augu9t 27TH, 1999 TO- MS. NANCY ADAM AND CITY OF VAIL BUILDING DEPT. FAX NO. 970-827,-5886 AND 970-476-9194 NO OF PAGES: 6 ONLY (COVER SHEET INCLUDED) SENT FROM: JOEL LEDERMAN t A. R. TECH SERVTCES, TNC. PLEASE NOTE COPY OF FINAL VISUAL INSPECTION AND FINAL CLEARANCE AIR TESTS PERFORMED PER COLORADO DEPT OF HEALTH REGULATION NO. 8 AFTER ABATEMENT WORK WAS TOTTALLY COMPLETED AT NANCY ADAM PROPERTY AT 765 FOREST ROAD , VAIL CO. ALL ASBESTOS IDENTIFIED BUILDING MATERIALS WERE TOT'rALLY REMOVED FROM THE INTERIOR OF THIS HOUSE. K YOU TECH SRRVT Ns, INC. L `LED-HRMAN R PROJECT MGR/SENIOR ESTIMATOR. 8500 p (303) 289-2W FAX 289-7812 �Oscfflwy C0,11mercc City, CO 80022 MIRRY1 Aug - ?7 -99 01:46P A.R.YQch Services NVIRONIVIENTAL i E ESIGN l T VINi.1 riR 1 i SJ J J J 1 Report of Professional Air Monitoring Services Prepared For: A.R. TECH SERVICES, INC. 8500 Rosemary Strcct Commerce City, Colorado 80022 1 Prepared By: ENVIRQNMFNTAL DESIGN & ENGINEERING } 71+00 North Broadway. Building h, Sulte S .J Denver, Colorado 80221 ..1 Project Name: ADAMS RESIDENCE 765 Forest Street Vail, Colorado ED & E Project # 991338 August 16, 1999 7100 N. Broadway * Building 6, Suite S • Denver, CO 80221 t U Phone: (303) 427.7702 1- 800 -427 -9042 FAX: (303) 427 -9257 • r Aug -17 -99 01!46P A.R.TcLch SEr•viczos P.03 J This report presents the results of on -site Professional Air Monitoring Services provided by Environmental 'Design & Engineering upon completion of the removal of Asbestos Containing Materials (ACM) from the interior of the Adams Residence located at 765 Forest, in Vail, Colorado. (ED &E Project # 991338). The Scope of out services was limited to Visual Clearance and Air Quality Monitoring upon completion of the removal of asbestos containing gypsum wallboard from all interior surfaces and veneers. METHODOLQG�C `t Our Microscopists are trained in fiber identification in accordance with NIOSH 582 methods. J All laboratory operations are conducted in accordance with the requirements of the AIMA sponsored Proficiency in Analytical Testing (PAT) for air sample programs as maintained for commercial laboratories by the American Industrial Hygiene Association. All analysts are required to meet proficiency standards through the routine evaluation of samples provided by the administers of these programs. The determination of appropriate sampling volumes prior to and during removal operations was based upon the size of each work arcs, specification requirements, local regulations, and other work place factors in accordance with INTOSH 582 methods. I abcuatory sample preparation and analysis were perforated as specified in the 7400 requirements. Clearance Air Quality Monitoring performed upon completion of removal activities was cor;,:acted in accordance with published USEPAINIOSI 1 7404 ProtLv:ol and A1HA recommendations specified by the USEPA in its guidance docruncrtt "Measuring Airborne Asbestos Following an Abatement Action ". Final Air Quality clearance sampling was conducted on Sunday, August 15, 1999. 1 Visual Clearance and Air Quality Monitoring was performed within the work area following j completion of abatement. The Contractor, A.R. Tech Services, Inc. was present at the site at the time of our inspection. final air quality monitoring consisted of sampling the one work area on three levels within the structure, where removal had taken place. The requirements for clearing a work area after an abatement action are as follows; 1, No residue can be visible within the work area. 2. Air samples collected within the work area bamers must be at or below .010 F/CC. i Aug- .17 -99 01:46P A.R.TQch Soo- vic€--s P.04 w� REMARKS No remaining suspect materials or debris was visible within the work area. All materials identified in Gobbcll\Hayes Partners Report have been removed from the interior of the residence. Remaining materials consists of plywood and wood framing members, fiberglass insulation materials, ceramic the on floor surfaces and concrete. There are droplets of white paint materials remaining on floor surfaces in some areas. Upon close examination, this material was determined to be paint. No other materials observed are can the E.P.A.'s list of "Suspect Asbestos Containing Building Materials." Air samples were at or below the required 0.010 levels. Air sample results are attached at the end of this report. Respectfully Submitted, ENVIRONMENTAL DESIGN & ENGINEERING 6ciA. Fling Air Monitoring Specialist .1 ri R A- 9 -17 -99 01:47P A.R.Te+ch Sev" vices ,f LUANCE NALYTECAL '1 7101 N. Broadway Suite 6-S Denver. CO 80221 3031427 -9686 ol Augt:st 13, 1999 Mr. John Palombo A.R. TECH SERVICES, INC. 8500 Rosemary Street Commerce City, Colorado 80422 i .a k # M1 1 This report is a tabulation of microscopic fiber identification to determine airborne finer concentrations performed on six (06) air samples submitted to our laboratory (AAL Serial # • 3662). The samples were received on Sunday, August 15, 1999. Tlie scope of our services was limited to performing analysis of the samples for airborne asbestos c€rncentm6on in accordance with NTOSH 582 and NiOSH 7400 Protocols. 'Che results of our analysis are presented in the attached Tables. Li��TH4TJO��S,�GY Our Microscopists are trained in fiber identification in accordance with NIOSH 582 methods. All laboratory operations are conducted in accordance with the requirements of the American Industrial hygiene Association (AIRA) sponsored Proficiency in Analytical Testing (PAT) for 'j air Sample programs as maintained for commercial laboratories by tiro All TA. All analysts are �l required to meet proficiency standards through the routine evaluation of samples provided by the administers of these programs. Remaining portions of the sample will be archived for sixty clays and then properly disposed of Sample reports will be archived for a period of one year. Respectfully Submitted, ALLIANCE ANALVTIC.AL LABORATORY RAeter. E ling Analyst P-05 A -12556 S A.NK 8 N,A NIA WA LPM 2 l00 NIA N/A "1338 -06 \IA MWMS NSA LITERS sArrt� cvat s nrtxwtuu ?.nx- rW*f#w. L%Mk �. All,- Attu► WM M• MA 110W. Allot •O -ARt� sxTxtcsa. AA• tR£A 1I tiR Fc -7Lv,L a -*LL%L FO-I'MO eta Mn CA KtOI ua READ SIGNATURE OF LABORATORY TECHNICIAN c . DATE 0 LLIANCE.. {0 NALYTICAL 2 SEWAL N: 3662 , N CLIENT; A. It TECH SERVIM, INC. PROJECT: ADDIS RESIDENCE 8500 ROSEMARY STREET 765 PUREST ROAD - VM., COLORADO D COMMERCE CITY, COLORADO � UA.N1li CAl1ECT10K t1►tY: 9tF t! -PI ANAi.YST: }iAT tM:i�FAtNLYi� tIt4IS'�► C6PtMTt'ItW[7CTt.wi313i [-AS 0 SAMPLE DI:SCRMUO1Vt SAMPLE FLOW RATE FIBERS% LLMIT OF FIBERS\ n S- .. AXEA Tyrr TOTAL THE VOLUM2 FELDS DETRCTION CC "S A -12551 MAIN LEVEL. LV KITCHEN AREA FC 16:04 18:10 14 LPM 17 100 0,002 0.007 0 941338 -01 126 mNU'IES 1260 LITERS 14 A -12552 MAIN LEVEI.ON EAST WALL FC 16:04 18:10 10 LPM 14 100 0.002 0.005 991338 -M 126 wNuTEs 1260 LITERS A -12553 MAIN LEVEL ON WEST WALL FC 16:04 18 :10 10 LpM 21 100 0.002 0.008 991338 -03 126 mmits 1260 LITERS A -12554 SECOND LEVEL FC 16 :08 18:13 i0 LFM 11 100 0.002 0.004 991338 -04 125 m .Vm 1250 LITERS A' 12555 HASENAEUr LEVEL FC 16:10 18:15 10 LPM 16 100 0.002 0.006 991338 -05 125 MUMS 1250 LITERS A -12556 S A.NK 8 N,A NIA WA LPM 2 l00 NIA N/A "1338 -06 \IA MWMS NSA LITERS sArrt� cvat s nrtxwtuu ?.nx- rW*f#w. L%Mk �. All,- Attu► WM M• MA 110W. Allot •O -ARt� sxTxtcsa. AA• tR£A 1I tiR Fc -7Lv,L a -*LL%L FO-I'MO eta Mn CA KtOI ua READ SIGNATURE OF LABORATORY TECHNICIAN c . DATE 0 t Service Calculation Lighting Demand Load Square Footage Small Appliance Laundry Circuit First 3000w @ 100% Next 3001 to 120000 @ 35% Remainder @ 25% A/C and Heat Demand Air Conditioning Load 240V 3hp 2.5 ton Air Conditioning Total Electric Heat Load 240V Electric Heat Total Air Conditioning Larger omit electric heat 1 of 3 2/6/2012 line neutral 5300 15900 15900 2 1500 3000 3000 1 1500 1500 1500 Total Load 20400 20400 3 3000 3000 0 6090 6090 0 0 Total Lighting Demand = ______> 9090 9090 Qua KVA Total 1 4.5 5 0 5 3 0.75 2 0 0 0 2 Total Heat vs. Air Conditioning => 4500 Appliance Fastened in Place voltage Qua Watts Line Neutral Dishwasher 120 2 1600 3200 3200 Disposal 120 2 1200 2400 2400 Refrigerator 120 2 1500 3000 3000 Under Cabinet Refrig 120 1 1000 1000 1000 Whirlpool Tub 120 1 1900 1900 1900 Hot Tub 240 1 5000 5000 0 Boiler Pump 120 3 200 600 600 Insta Hot 120 1 600 600 600 Microwave 120 1 800 800 800 compactor 120 1 1200 1200 1200 Fan blower 240 1 100 100 0 audio visual equipment 120 1 700 700 700 washer 120 2 1500 3000 3000 gas dryer 120 0 1500 0 0 Boiler 120 1 500 500 500 Steam Unit 240 1 6000 6000 0 Exhaust Fans 120 4 200 800 800 fan coil unit 240 2 800 1600 0 humidifier 240 1 1800 1800 0 fan coil unit 240 0 500 0 0 Heat Tape 240 4 2000 8000 0 0 0 0 0 0 0 Total Appliance (75% for 4 or more) 42200 19700 31650 2 of 3 2/6/2012 14775 Elec.Clothes Dryer (5Kw min) Demand Factor % (220 -18) Electric Cooking Equipment Demand Factor Kw (220 -19) Largest Motor * 25% volts , watts Total Demand line Total Demand Neutral Line Amperage Demand Neutral Amperage 220 -22 First 200 at 100% Remainder at 70% Neutral Amperage Demand System Voltage H,L Service Size = = = =>> Conductor Type AL or CU Wire Size per 310 -16 note 3 Service lateral length in feet Resistance per ft. in ohms = => Percentage of voltage drop Wire Size per voltage drop Wire size 3 of 3 2/6/2012 1 5000 100% 6.4 120 300 240 120 250 al 300 AL XHHW 50 21.2 3 2 AL XHHW 300 AL XHHW 5000 3500 6400 4480 75 75 56715 31920 236 133 133 0 133 CONCEPT MECHANICAL, INC. PLUMBING • HEATING • SYSTEM DESIGN P.O. BOX 1165 AVON, COLORADO 81620 February 6, 2012 Mr. Steven Riden Steven James Riden, Architect AIA P.O. Box 3238 Vail, CO 81658 -3238 RE: 765 Forest Road; Plumbing and Heating Information Town of Vail Permit Process Dear Steve: PHONE: (970) 949 -0200 FAX: (970) 949 -0300 We have completed the following plumbing and heating documents for the Town of Vail permit process: PLUMBING • Sanitary sewer piping schematic • Domestic hot and cold piping schematics • Natural gas piping schematic HEATING • Heat loss calculations • Radiant floor schedule • Review existing house boiler for proper sizing This project involves the interior remodel of the residence at 765 Forest Road. The existing house boiler is a 250,000 Btuh input Triangle Tube boiler that serves house heat and domestic hot water production. My calculations show that this boiler is marginally sized for the remodeled home. We suggest that mechanical contractors provide a price for replacing this boiler with a Lochinvar Knight model WHN -285 rated at 285,000 Btuh input (or equal) to satisfy project house energy loads. Boiler sizing does not include potential make up air heating coil loads. The two 75 gallon domestic hot water tanks will remain. Moreover, our work does not address the existing snowmelt system, comprised of two high efficiency boilers, as there is no planned addition of melted areas. I have based my heat loss calculations on architectural documents, envelope R values, 70 degrees F interior temperature (50 degrees for the garage) and -20 degrees F exterior temperature. The mechanical contractor will be responsible for the sizing of all new distribution piping to the radiant manifolds as well as coordinating the location of these manifolds with you. Please call with any questions or comments. Sincerely yours, Timothy J. Rosen, PE; VP /Secretary Concept Mechanical, Inc. Encl &�- ;A-v` N Concept Mechanical Project Summary Flanbing111- un_s,.e- ,tx,ign Entire House Concept Mechanical, Inc. P.O. Box 1165, Avon, CO 81620 Phone: 970 - 949 -0200 Fax: 970 - 949-0300 Email: conceptmechanical®comcast.net Project • • For: 765 Forest Road 765 Forest Road, Vail, CO 81657 Notes: Project Architect: Steven James Riden, Architect AIA Job: 2012 -1 Date: Feb 06, 2012 By: Timothy J. Rosen Design Information Weather: Vail, Colorado Winter Design Conditions Summer Design Conditions Outside db -20 OF Outside db 92 OF Inside db 70 OF Inside db 75 OF Design TD 90 OF Design TD 17 OF Daily range H Relative humidity 30 % Moisture difference 1 gr /lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 0 Btuh Structure 44126 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 0 Btuh Use manufacturer's data n Rate /swing multiplier 0.97 Infiltration Equipment sensible load 42847 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 8686 Btuh Ducts 0 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft') 0 5653 Equipment latent load 8686 Btuh Volume (ft') 0 57072 Air changes /hour 0.61 0.15 Equipment total load 51532 Btuh Equiv. AVF (cfm) 0 143 Req. total capacity at 0.70 SHR 5.1 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref no. Coil AHRI ref no. Efficiency 80AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 2721 cfm Actual air flow 2721 cfm Air flow factor 0 cfm /Btuh Air flow factor 0.062 cfm /Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 Bold /italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF�tsoft Right - Suite® Universal 8.0.10 RSU14351 2012- Feb-06 14:01:27 ACCT\ Projectl.rup Calc = MJ8 Front Door faces: S Page 1 Concept Mechanical Plumbing Heatlng Ssatem Design Building Analysis Entire House Concept Mechanical, Inc. P.O. Box 1165, Avon, CO 81620 Phone: 970 - 949 -0200 Fax: 970 - 949 -0300 Email: conceptmechanical@comcast.net Project • • For: 765 Forest Road 765 Forest Road, Vail, CO 81657 Job: 2012 -1 Date: Feb 06, 2012 By: Timothy J. Rosen Heating l Component Design Conditions Btuh % of load Walls Location: 0 Indoor: Heating Cooling Vail, Colorado 0 Indoor temperature ( °F) 70 75 Elevation: 8200 ft Ceilings Design TD ( °F) 90 17 Latitude: 40 °N 0 Relative humidity ( %) 30 30 Outdoor: Heating Cooling Moisture difference (gr /lb) 42.5 1.2 Dry bulb ( °F) -20 92 Infiltration: 0 Dally range ( °F) - 34 ( H ) Method Simplified 0 Wet bulb ( °F) - 60 Construction quality Average Adjustments Wind speed (mph) 15.0 7.5 Fireplaces 0 1 Heating l Component Btuh /ft2 Btuh % of load Walls 0 0 0 Glazing 0 0 0 Doors 0 0 0 Ceilings 0 0 0 Floors 0 0 0 Infiltration 0 0 0 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 0 0 Cooling Component Btuh/ft' Btuh % of load Walls 0.3 1334 3.0 Glazing 24.6 26886 60.9 Doors 0 0 0 Ceilings 1.2 4038 9.2 Floors 0 0 0 Infiltration 0.3 1978 4.5 Ducts 0 0 Ventilation 0 0 Internal gains 9890 22.4 Blower 0 0 Adjustments 0 Total 1 1 44126 100.0 Latent Cooling Load = 8686 Btuh Overall U -value = 0.060 Btuh /ft2 - °F Data entries checked. Glazing Walls Internal Gains Bold /italic values have been manually overridden lion ,Z --I+ wrigt�tsoft Right - Suite® Universal 8.0.10 RSU14351 2012- Feb-06 14:01:27 ACCA Projectl.rup Calc = MJ8 Front Door faces: S Page 1 Load Short Form Job: Feb 2012-1 0 Concept Nlca�tfaf.u�;fi Date: Feb 06, 2012 PhmlUlugHntln.,lAl,:n,i,t Entire House By: Timothy J. Rosen Concept Mechanical, Inc. P.O. Box 1165, Avon, CO 81620 Phone: 970 - 949-0200 Fax: 970 - 949 -0300 Email: conceptmechanical @comcast.net Project • • For: 765 Forest Road 765 Forest Road, Vail, CO 81657 Htg Outside db ( °F) -20 Inside db ( °F) 70 Design TD ( °F) 90 Daily range - Inside humidity ( %) 30 Moisture difference (gr /lb) 42 HEATING EQUIPMENT Make Trade Model AHRI ref no. Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 80AFUE Fesign Information Clg Infiltration 92 Method Simplified 75 Construction quality Average 17 Fireplaces 0 H 30 1 0 Btuh 0 Btuh 0 OF 2721 cfm 0 cfm /Btuh 0 in H2O COOLING EQUIPMENT Make Trade Cond Coil AHRI ref no. Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 0 SEER 0 Btuh 0 Btuh 0 Btuh 2721 cfm 0.062 cfm /Btuh 0 in H2O 0.84 268 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) CIgAVF (cfm) Bedroom 1 /Bath1 298 0 1560 0 96 Bedroom 2/Bath 2 268 0 1763 0 109 Media/Ldry /Stor. 669 0 2616 0 161 Guest Bed /Bath 550 0 1342 0 83 Family /Corr /Pwd 896 0 5330 0 329 Kitchen/Dining 478 0 4929 0 304 Living/Foyer 657 0 11040 0 681 Study 281 0 3145 0 194 Master Bath 200 0 2636 0 163 Mstr. Bedrm /Clo 465 0 2578 0 159 Hallway /UL Stair 262 0 2199 0 136 Bedroom3 /Bath 3 339 0 1867 0 115 inn n 7 -inn rl 107 DeUTWffl 4 /DaLH 4 4VU J 1 GV Bold /italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -+- wrightsoft Right - Suite® Universal 8.0.10 RSU14351 2012- Feb-06 14:01:27 ACa Projectl.rup Calc = MJ8 Front Door faces S Page 1 -,*� IL Entire House p 5653 0 44126 0 2721 Other equip loads 0 0 Equip. @ 0.97 RSM 42847 Latent cooling 8686 TlITA I C` GCC7 11 G4G7n n ' ln4 V I/n LJ JVJJ V J IJJL V L/L 1 Bold /italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,t -f�d- wrightsc ft Right - Suite® Universal 8.0.10 RSU14351 ,40CCA Projectl.rup Calc = MJ8 Front Door faces: S 2012- Feb-06 14:01:27 Page 2 N Q ,N LLI 0 0 0 V V m 0 w m z 3 W (a W J W d U U V U a Z W O D � U � o m � o0M Z N odic? Q U � a� = cz 0 LJJ ¢ 0) Q1 CU c ~ 0 a. LtJ z m Um Z20 O =a U a CONCEPT MECHANICAL, INC. PLUMBING • HEATING • SYSTEM DESIGN P.O. Box 1165 Avon, Colorado 81620 Phone: (970) 949 -0200 Fax: (970) 949 -0300 JOB SHEET NO. r OF CALCULATED BY 7.— DATE CHECKED BY DATE SCAT F ........ N .. COIL ............ ...... ............tf� .......... ..... ................... ............. 6 E U _ U-9 _ - «- ......................... ,............. _ ......... ......;.....�L~� r;i _...s..........._ .. _ . ......:..................V.! ✓:......./ ............. _ ........_ ................ .. ..... ... ........ ............. . ..... ... ... . --------- .................. ...... ..... ..... i i ...... .... ..... ._.._.. ... i - .... ..........: .. .......... ........... ......_ . ... -- _ ...... _ ............. _ ...............:....... [SST'......... /��rz_ r C • 3 -- ............ .. .. , ..... . :_. ._.............. . ........... 3Sz . ......... t-(v .......... :... _ ....... :.............. :............. _............. i . ........M ..... ..... .. .......... _ ..... ............... :- ......... ....... IO�...C/ _ _ ....................... .. � ?CJO l� ........„ PRODUCT 264 -1 (Single Sheets) 275 -1 Madded) RADIANT FLOOR HEAT SCHEDULE ( B ) tuh Net S.F ) Btuh S.F. / ) �i p (inches o.c. Pipe Comments on Zone/ Area Served Floor R Value Supplemental Heat Loss Roll Out Area Heat Loss Per S.F. Spacing Heat Bedroom #1/ Bath #1 3,950 230 18.8 2.5 (Ave.) 10" Bedroom #2/ Bath #2 2,700 210 12.9 2.5 (Ave.) 12" Media/ Laundry/ 9,600 470 20.4 1.0 (Ave.) 12" Storage Guest Bed/ Bath/ Storage 10,300 420 24.5 2.5 (Ave.) 6" Garage 16,690 N/A 26 (Approx.) N/A N/A 20,000 Btuh unit heater Ski Room/ Hallway 1,490 107 13.9 1.6 12" Family Room/ Corridor/ Powder 15,950 640 24.9 1 9" Kitchen/ Dinning 7,120 320 22.3 1 12" Living Room/ Foyer 28,980 540 53.7 1.1 (Ave.) 6" Yes: 9,000 Btuh Study 5,100 230 22.2 1 12" Master Bath 3,540 110 32.2 0.6 9" Master Bedroom 9,320 370 25.2 1 9" Hallway/ Upper Level 3,910 120 32.6 1 6" Stair Bedroom #3/ Bath #3 4,910 260 18.9 2.5 (Ave.) 6" Bedroom #4/ Bath #4 4,330 210 20.6 2.5 (Ave.) 6" Total Heat Loss 127,890 Notes: 1. Pipe spacing based on 140 degrees (F) supply water temperature. 2. Net roll out area does not include area beneath vanities, cabinets, and built -ins but does include area beneath tubs, showers, and closets. 3. Schedule based on new roll out at entire lower level slab and 1.5" poured underlayment at the main and upper levels. 4. Radiant floor schedule based on Uponor hepex tubing. Radiant floor tubing to be Uponor hepex, 1/2" diameter with loops no longer than 200'. 5. S.F.= square foot. 6. o.c.= on center FLOOR FINISH R VALUES A. Carpet & Pad %" Wool Plush 2.20 %" Solid Rubber 0.47 Total 2.67 B. Stone Tile C. Wood D. Stone %" Stone Tile 0.60 3/" Wood on Pad 1.0 2" (Nom.) Stone Floor 1.6 Floor finish R- values are the best estimate at this time. Adjust pipe spacing as necessary if finalized floor finish R- values are different from these estimates. GAS LOADS SUMMARY I. Lower Level Btuh 1. Guest Bedroom Fireplace 26,000 2. Clothes Dryer 25,000 IL Main Level 3. Snow Melt Boiler # 1 250,000 4. Snow Melt Boiler # 2 250,000 5. House Boiler 250,000 6. Family Room Fireplace 60,000 7. Kitchen Range (48 ") 110,000 8. North Deck Barbeque (48 ") 130,000 9. Living Room Fireplace +/- 60,000 III. Upper Level 10. Study Fireplace 40,000 11. Master Bath Fireplace 30,000 12. Master Bedroom Fireplace 26,000 13. Clothes Dryer 25,000 IV. Outdoor Fireplace 14. Outdoor Fireplace 60,000 Total approximate anticipated load = 1,342,000 Btuh. ... 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COP MODEL NO TYPE GAS Btu /hr INPU Btu /hr OUT] NOTES KNIGHT Wall Mount HEATING BOILER Submittal Sheet WHN- Sub -01 KNIGHT* WALL MOUNT HEATING BOILERS SMART SYSTEMTM FEATURES > SMART SYSTEM Digital Operating Control Multi- Colored Graphic LCD Display with Navigation Dial and Soft Keys > Three Boiler Setpoint Temperature Inputs > Plus Domestic Hot Water Prioritization > Built -in Cascading Sequencer for up to B Boilers Lead Lag Efficiency Optimization > Outdoor Reset Control with Outdoor Air Sensor > Programmable for Three Reset Temperature Inputs > Programmable System Efficiency Optimizers Night Setback DHW Night Setback* Anti- Cycling > Outdoor Air Reset Curve > Ramp Delay > Boost Temperature & Time > Three Pump Control System Pump with Parameter for Continuous Operation Boiler Pump with Variable Speed Pump Control* Domestic Hot Water Pump > Domestic Hot Water Prioritization DHW tank piped with priority in the boiler loop DHW tank piped as a zone in the system with the pumps controlled by the Smart System DHW Modulation Limiting Separately Adjustable Space Heat /DHW Switching Times* > Building Management System Integration 0 -10 VDC Input to Control Modulation or Set Point 0-10 VDC Modulation Rate Output 0 -10 VDC Input to Enable /Disable call for heat > Access to BMS Settings through Graphic LCD Display > High - Voltage Terminal Strip > 120 VAC / 60 Hertz / 1 Phase Power Supply > Three Sets of Pump Contacts > Low Voltage Terminal Strip > 24 VAC Device Relay Proving Switch Contacts Flow Switch Contacts Alarm on Any Failure Contacts Runtime Contacts > DHW Thermostat Contacts > 3 Space Heat Thermostat Contacts System Sensor Contacts DHW Tank Sensor Contacts > Outdoor Air Sensor Contacts > Cascade Contacts > 0 -10 VDC BMS External Control Contact > 0 -10 VDC Boiler Rate Output Contacts > 0 -10 VDC Variable Speed System Pump Signal Input* > 0 -10 VDC Signal to Control Variable Speed Boiler Pump* Modbus Contacts > rime Clock > Data Logging > Hours Running, Space Heating > Hours Running, Domestic Hot Water Ignition Attempts Last 10 Lockouts > Maintenance Reminder > Custom Maintenance Reminder with Contractor Contact Information > Installer Ability to De- activate Service Reminder > Low -Water Flow Safety Control & Indication > Password Security > Customizable Freeze Protection Parameters STANDARD FEATURES > Energy StarTm Qualified§ >96% DOE AFLIE Efficiency > Modulating Burner with 5:1 Turndown > Direct -Spark Ignition > Low -NOx Operation Field Convertible from Natural to LP Gas > ASME Stainless Steel Heat Exchanger > 30 psi ASME Relief Valve > Vertical & Horizontal Direct -Vent PVC, CPVC or SS Venting up to 100 feet Factory Supplied Sidewall Vent Termination > Smart System Control > Condensate Trap > Other Features Automatic Reset High Limit Adjustable High Limit w /Manual Reset Boiler Circulating Pump > Wall -Mount Bracket > Zero Clearances to Combustible Materials 12 -Year Limited Warranty (See Warranty for Details) OPTIONAL EQUIPMENT ❑ Modbus Communication ❑Flow Switch ❑Low -Water Cutoff w /Manual Reset & Test []Alarm Bell ❑Concentric Vent Kit ❑SMART SYSTEM PC Software FIRING CODES ❑ M9 Standard Construction ❑ M7 California Code * Exclusive feature, available only from Lochinvor § WHN 55 -285 only KNIGHT Wall Mount Dimensions & Specifications IR T [LET R C� LOW VOLTAGE ELECTRICAL CONNECTIONS f ;;-ZA --- KNIGHT HEATING BOILER I DIMENSIONS AND SPECIFICATIONS Input Heating NET Model Max. Min. AFUE Capacity I=B=R A B C D E F G H I I K L M N 0 Gas Water Ai Vent Sh pin.j Number MBH M13H MBH MEIH Conn. Conn, In(ert Size Wtl WHNK5 55 Il _% 51 44 _ 33 -1/4' 1 &Ur 16' 11-3/4" 10-11r 6.1/2' 1 -1 141/1' S 3N' 4' 3' 164' 1/ S 1 1 r 139 ' WHN065 85 17 % 79 69 _ 33 -1/4' 18-1/r 16' 11 -3/4" lal/r 611r 4' 1-112' r 141/Y 53/4' 4' r 161hr 5' 12' 1' r r 142 WHN110 110 22 % 102 89 _ 33-1/4' 18-11T IT 14-11r 10-3/4" 7 -3/4' 7 -3H' 2-1/4' 10' 15-11' S 3.114' 3' 161/r 2-3/4' 1/Y 1' 3, 3" 159 WHN155 155 31 % 144 125 33-11,r 18-t/r IT 14 -1/2" 10-3/4" 7 -3/4' 7 -3N' 2-1/4' 10' 15-112' S 3-1H r 161/1' 2314" 1/Y T r 3' 166 WHN199 199 40 % 186 162 33- 1/4'18 -11' IT 14-11" 11 -3/4' 8' 8' 1 -1/4' 10' 163/4' 4-3/4' 34/4' 2- 31'r161/2'r 1/1' 1-1/4' r r 175 POWHN285 285 57 % 265 230 33.1/4' 18-1/2' 19° 14-1/2" 11- 374' 8' 8' 1 -1/4' 10' 163/4' 4-3/4' 3-1/4' 2-3/4" 1611' r i/2' 1 -1N' r r 184 WHN399 399 80 95 ** 379 330 35-1/2' 25" 21 -3/4" 17 -1/2" 12 -11' 9-1/4' 9.11" 2 -1/4 13-11' 21 -11' 9' 4-3/4 4 22-1/2' 3-3/4' 314 1 -1/2' 4 4' 213 Notes: Indoor installation only. All information subject to change. Change 'N' to 'L" for LPgas models. * *WHN399 value is Thermal Efficiency s Itl411�N� ��� � � � �U I :� of •� ��� M E M B E R R o, \c[W*b High El/icieaey Waler Healers, Boilers and fool Hewers � - �f �i� _ Lochinvar Corporation • 300 Maddox Simpson Pkwy • Lebanon, TN 37090.615- 889 -8900 / Fax: 615 -547 -1000 www.Lochinvar.com I 1/10—Prinftd io us.a IN4tiIti&.q_qAj a.. 13 D r: Poo E MAC060 -01 -N -407 Air - Cooled Chiller Air - Cooled Chillers for Global Residential and Light Commercial MicroClimates 74P,SFvrftt- oaa/ , 572P/) C�C� �r Sq bi Multi aqua. r'hilled Wato, Air Condit i- -! Systems MAC060 NOMENCLATURE BREAKDOWN MAC060 - 01 - Air - Cooled Chiller 060= 60,0000 BTUH 01 Voltage N - 407 Refrigerant Type Accessory O tions N= No Options = 208/230 -1 -50/60 Available Model Numbers MAC060- 01 -N-407 Mll ua.. Chilled Water Air Conditioning System HVAC Guide Specifications Air- Cooled Liquid Chiller Nominal Size: 5 Tons Multiaqua Model Number: MAC060 -01 -N407 Part 1- General 1.01 System Description A. Multiaqua air - cooled liquid chillers are designed using scroll compressors, low sound condenser fans and high efficiency pumps. B. Chiller shall be compatible with alternate heat sources such as Natural Gas, Propane, Oil, or Solar for low ambient days. 1.02 Quality Assurance A. Certified in accordance with U.L. Standard 95, latest version (U.S.A.) B. Construction shall comply with ASHRAE 15 Mechanical Safety Code, NEC and ASME applicable codes. (U.S.A. Codes) C. Manufactured in a facility registered to ISO 9002, Manufacturing Quality Standard. D. Meets SHRAE 15 Mechanical Safety Code in regards to refrigerant discharges into occupied spaces. E. ETL Certified F. Fully load tested at the factory. G. Damage resistant packaging. 1.03 Delivery, Storage and Handling A. Packaged and readied for shipment from the factory. B. Controls shall be capable of withstanding 150 °F storage temperatures in the control compartment. C. Stored and handled per manufacturer's recommendations. Part 2- Product 2.01 Equipment A. General: 1. Unit shall be a factory assembled and tested air - cooled liquid chiller. 2. Shall be assembled on heavy gauge steel mounting/lifting rails. 3. Contained within the unit cabinet shall be all factory wiring, piping, controls, refrigerant charge (R407c), POE oil and special accessories required prior to start up. 4. Brass body strainer with 20 mesh screen and blow down shall be supplied in cabinet as a field installable accessory. B. Unit Cabinet: 1. Composed of heavy gauge galvanized steel casing with a baked polyester powder. 2. Capable of withstanding 500 -hour salt spray test in accordance with the ASTM (USA) standard. C. Condenser Fans: 1. 4- blade, aluminum construction and shall be dynamically balanced and corrosion resistant. 2. Horizontal discharged air. 3. Motors and blades shall be protected by coated steel wire safety guards. D. Fan Motors: 1. Condenser fan motors shall be single speed, direct drive. 2. Totally enclosed. 3. Permanently lubricated sleeve bearings and Class F insulation. 4. Internal overload protection. E. Compressors: 1. Unit shall contain one fully hermetic scroll compressors. 2. Direct -drive, 3500 rpm (60Hz) 3. Compressor motor shall be suction gas cooled. 4. Internal motor protection. 5. Externally protected by low and high pressure cutout devices. 6. Individual vibration isolators. 7. Chilled Water Air Conditioning Systems F. Pump: 1. Circulating pump shall be stainless steel with high efficiency enclosed motor. 2. Unit shall have chilled liquid solution piping to the exterior of the cabinet. 3. No line limitations from the outdoor chiller to the indoor fan coils. G. Evaporator: 1. Evaporator shall have one independent refrigerant circuit and one liquid solution circuit. 2. Rated for a refrigerant side working pressure of 450 psig and a maximum water side working pressure of 60 psig. 3. Single pass, ANSI type 316 stainless steel, brazed plate construction. 4. Externally insulated with closed cell, elastomeric foam. (ASTM518) H. Condenser: 1. Condenser coil shall be air - cooled with integral subcooler. 2. One independent refrigerant circuit. 3. Constructed of rifled copper tubing mechanically bonded to aluminum fins. 4. Cleaned and dehydrated. 5. Factory leak tested to 450 psig. I. Refrigerant Circuits: 1. Each circuit shall contain a sight glass, liquid line filter, thermal expansion valve, refrigerant charge of R407c and POE compressor oil. 2. All refrigerant is contained in the outdoor chiller with no potential of accidental discharges into occupied spaces. Part 3- Controls and Safeties 3.01 Controls A. Chiller shall be completely factory wired and tested. B. Capacity control shall be based on leaving chilled liquid solution temperature. 1. Temperature accuracy shall be + - 1.07. 2. Controls shall be capable of staging multiple chillers. C. Controls shall include the following components. 1. 24vac transformer to serve all controllers relays and control components. 2. Microprocessor based liquid solution temperature controller. 3. Leaving water temperature thermistor. 4. Pump bypass timer. 5. Compressor recycle timer. 6. Optional low pressure bypass timer for low ambient operation. 7. Optional fan cycling control for low ambient operation. 8. Chilled liquid solution flow switch. 3.02 Safeties A. Unit shall be equipped with thermistors and all necessary components in conjunction with the control system to provide the following protectants. 1. Low refrigerant pressure. 2. High refrigerant pressure. 3. Low chilled liquid solution temperature. 4. Low chilled liquid solution flow. 5. Thermal overload. 6. Short cycling. Part 4- Operating Characteristics: 4.01 Temperatures A. Unit shall be capable of starting and running at outdoor temperatures from 55 °F to 120 °F. B. Optional Low Ambient Kit shall allow starting and running at outdoor temperatures to -207. A field supplied and installed crankcase heater must be used when operating at these temperatures. C. Unit shall be capable of starting up with a maximum 80 °F and a sustained 70 °F entering fluid solution temperature to the evaporator. D. Minimum 10% Glycol solution is required. For outdoor temperatures below 327, reference MAC Glycol Solution Data table. 4.02 Electrical Requirements A. Primary electrical power supply shall enter the unit at a single location. B. Electrical power supply shall be rated to withstand 1207 operating ambient temperature. C. Units shall be available in 1 or 3 -phase power at the voltages shown in the equipment electrical data. D. Control points shall be accessed through terminal block. Multi aqua__ I Chilled beater Air Conditioninci Svstems MAC060 -01 -N -407 Product Specifications Ph sical Data MAC060 -01 Coil Chiller Weight (Ibs) Model Number Height Length Copp er Diameter Coil Height Length Width Refrigerant Net Shipping Return Water Temp (in) (in) Hertz Rows (in) ( ( m ) (in) R407c (LRA) (FLA) (RPM) (FLA) (RPM) in Maximum Amps 50 14 MAC060 -01 208/230 -1 -50/60 32.1 169 MAC060 -01 38 48 3/8 2 49.75 39.75 16.25 92.95 oz 313 316 Copper Wire Size 1 %Volta a Drop) MAC060 -01 Compressor Condenser Refrigerant R407c Heat Exchanger Volts/ Phase/ Compressor Fan Motor Pump Motor Fuse or HACR Circuit Model Number 9.0 gpm Supply Water Temp (2 qty) Return Water Temp Breaker Per Circuit Min. Solution Content Hertz Expansion Tank Size 2 Gallons Pump 0.5 HP (RLA) (LRA) (FLA) (RPM) (FLA) (RPM) Minimum Amps Maximum Amps 50 14 MAC060 -01 208/230 -1 -50/60 32.1 169 1.05 1050 3.70 3450 45.93 70 Copper Wire Size 1 %Volta a Drop) MAC060 -01 Compressor Copeland Scroll Refrigerant R407c Heat Exchanger Brazed Plate Max. Head Pressure 50 ft. Max Flow Rate 14.4 gpm Min Flow Rate 9.0 gpm Supply Water Temp 44° Return Water Temp 54° Min. Solution Content 25 Gallons Expansion Tank Size 2 Gallons Pump 0.5 HP Water Connections 1" S & 1.25" R Internal Pressure loss 1.85 ft of head Copper Wire Size 1 %Volta a Drop) 200 6 4 4 4 3 3 2 2 � 150 8 6 6 4 4 4 3 3 T.C: 100 10 8 8 6 6 6 4 4 a� 50 14 12 10 10 8 8 6 6 i ) a 15 20 25 30 35 40 45 50 —i Supply Circuit Ampacity Multiaqua chillers are designed to operate exclusively with R407c refrigerant in a self - contained, pre - charged refrigerant system. Do not access the closed refrigerant circuit for any reason other than after -sale, after installation component replacement. Routine maintenance and service is to be performed by qualified personnel only. These specifications are subject to change without notice. 11&flua_ I Chilled Water Ar nditioning Systems MAC060 -01 -N -407 Product Specifications O/A Temp ( °F) MAC060 -01 Tons KW EER COP 82 5.1 5.3 11.55 3.38 95 4.9 5.9 9.97 2.92 100 4.8 6.1 9.44 2.76 105 4.7 6.4 8.81 2.58 110 4.7 6.5 8.68 2.54 Glycol Solution Data Propylene Glycol % Water Flow Capacity Min. Ambient Temp GPM Adjustment= 100% Capacity 10% x 1.020 x 0.99 26 °F x 1.01 20% x 1.028 x 0.98 18 °F x 1.03 30% x 1.036 x 0.98 8 °F x 1.07 40% x 1.048 x 0.97 -7 °F x 1.11 50% x 1.057 x 0.96 -29 °F x 1.16 Example: 30% glycol solution. Maximum Flow Rate = 12gpm x 1.036 System capacity x .98 Use Propylene Glycol Only Important If the outside temperature is expected to fall below freezing (32 °F) in the area the Multiaqua chiller is to be installed; the installer must take the following precautions. Failure to do so will void the warranty. To not engage in cold ambient mitigation will result in the failure of components such as the heat exchanger, piping, circulating pump, etc... and or property damage. - Keep the liquid solution at a minimum of ten percent propylene glycol even in areas where there is no danger of freezing. o The percentage amount of glycol recommended is dependent on the expected ambient temperatures and the solution makeup recommendation of the glycol manufacturer. Refer to the Glycol Solution Data table above. - Ensure the system circulating pump is in a constant energized mode to keep a continuous circulation of liquid solution. The Multiaqua chiller is a self - contained air - cooled condenser, coupled with an insulated brazed plate heat exchanger (evaporator). The system utilizes a scroll compressor to circulate refrigerant between the condenser and heat exchanger. The refrigerant is metered into the heat exchanger with a thermostatic expansion valve. Protecting the system are high and low pressure switches as well as a pump flow switch. Liquid solution (water and propylene glycol; minimum 10 % is required) is circulated through the heat exchanger by an externally mounted pump. The liquid solution flows through the heat exchanger to the system supply piping and on to the air handlers. Low ambient kits are available for operating ambient temperatures down to -20 degrees Fahrenheit. The low ambient kits consist of an ICM 325 ( +) ICM (175) for single and three phase 208/230 vac chillers. For the three phase 380/460 vac chillers a pressure activated fan control is used. These specifications are subject to change without notice. 1�111L1 agUa, I Chilled Water Air Conditioning Systems MAC060 -01 -N -407 Cooling Performance Data MAC060 CAPACITIES with 0% Glycol LWT (-F) ENTERING AIR TEMPERATURE ( °F) 82 95 100 105 110 110 TONS GPM TONS GPM TONS GPM TONS GPM TONS GPM 35 3.90 12.0 1 3.70 12.0 3.60 12.0 3.50 12.0 3.50 12.0 40 4.50 4.30 4.20 4.10 4.10 42 4.80 4.60 4.50 4.30 4.40 44 5.10 4.90 4.80 4.70 4.70 45 5.30 5.10 5.00 4.80 4.80 46 5.40 5.20 5.10 5.00 5.00 48 5.80 5.60 5.40 5.30 5.30 50 6.10 5.90 1 5.70 5.60 5.60 55 7.00 6.70 6.40 6.30 6.20 60 7.80 7.50 7.30 7.10 7.00 MAC060 CAPACITIES with 10% Glycol CWT (-F) ENTERING AIR TEMPERATURE ( °F) 82 95 100 105 110 110 TONS GPM TONS GPM TONS GPM TONSI GPM TONS GPM 35 3.86 12.0 3.66 12.0 3.56 12.0 3.47 12.0 3.47 12.0 40 4.46 4.26 4.16 4.06 4.06 42 4.75 4.55 4.46 4.26 4.36 44 5.05 4.85 4.75 4.65 4.65 45 5.25 5.05 4.95 4.75 4.75 46 5.35 5.15 5.05 4.95 4.95 48 5.74 5.54 5.35 5.25 5.25 50 6.04 5.84 5.64 5.54 5.54 55 6.93 6.63 6.34 6.24 6.14 60 7.72 7.43 7.23 7.03 6.93 MAC060 CAPACITIES with 20% Glycol LWT (-F) ENTERING AIR TEMPERATURE ( °F) 82 95 100 105 110 TONS GPM TONS GPM TONS GPM TONS GPM TONS GPM 35 3.82 12.0 163 12.0 3.53 12.0 3.43 12.0 "6.86 3.43 12.0 40 4.41 4.21 4.12 4.02 4.02 42 4.70 4.51 4.41 4.21 4.31 44 5.00 4.80 4.70 4.61 4.61 45 5.19 5.00 4.90 4.70 4.70 46 5.29 5.10 5.00 4.90 4.90 48 5.68 5.49 529 5.19 5.19 50 5.98 5.78 5.59 5.49 5.49 55 6.86 6.57 6.27 6.17 6.08 60 7.64 7.35 7.15 6.96 These specifications are subject to change without notice. Multipqua, I Chilled Water Air Conditioning Systems MAC060 -01 -N -407 Cooling Performance Data MAC060 CAPACITIES with 30% Glycol LWT (-F) ENTERING AIR TEMPERATURE ( °F) 82 95 100 105 110 TONS GPM TONS GPM TONS GPM TONS GPM TONS GPM 35 3.82 12.0 3.63 12.0 3.53 12.0 3.43 12.0 143 12.0 40 4.41 4.21 4.12 4.02 4.02 42 4.70 4.51 4.41 4.21 4.31 44 5.00 4.80 4.70 4.61 4.61 45 5.19 5.00 4.90 4.70 4.70 46 5.29 5.10 5.00 4.90 4.90 48 5.68 5.49 5.29 5.19 5.19 50 5.98 5.78 5.59 5.49 5.49 55 6.86 6.57 6.27 6.17 6.08 60 7.64 7.35 7.15 6.96 6.86 MAC060 CAPACITIES with 40% Glycol LWT (-F) ENTERING AIR TEMPERATURE ( °F) 82 95 100 105 110 TONS GPM TONS GPM TONS GPM TONS GPM TONS GPM 35 3.78 12.0 3.59 12.0 3.49 12.0 3.40 12.0 3.40 12.0 40 4.37 4.17 4.07 3.98 3.98 42 4.66 4.46 4.37 4.17 4.27 44 4.95 4.75 4.66 4.56 4.56 45 5.14 4.95 4.85 4.66 4.66 46 5.24 5.04 4.95 4.85 4.85 48 5.63 5.43 5.24 5.14 5.14 50 5.92 5.72 5.53 5.43 5.43 55 6.79 6.50 6.21 6.11 6.01 60 7.57 7.28 7.08 6.89 6.79 MAC060 CAPACITIES with 50% Glycol LWT (-F) ENTERING AIR TEMPERATURE ( °F) 82 95 100 105 110 TONS GPM TONS GPM TONS GPM TONS GPM TONS GPM 35 3.74 12.0 3.55 12.0 3.46 12.0 3.36 12.0 1 3.36 12.0 40 4.32 4.13 4.03 3.94 3.94 42 4.61 4.42 4.32 4.13 4.22 44 4.90 4.70 4.61 4.51 4.51 45 5.09 . 4.80 .. 461 461 46 5.18 -1--90 4.99 4.90 4.80 4.80 48 5.57 5.38 5.18 5.09 5.09 50 5.86 5.66 5.47 5.38 5.38 55 6.72 6.43 6.14 6.05 5.95 60 7.49 7.20 7.01 6.82 6.72 These specifications are subject to change without notice. �uhi6a1ua. I ,onditioning Systems sc 70 60 so cr T, a 0 I 30 'C MAC060 -01 -N -407 Chiller Pump Curve Pump Model Numbers SSP -1 = 208/230 -1 -50/60 0.5 Horsepower 10 1 0 p r' 20 40 Capacity • gal win. MAC060 -01 -N -407 Ladder Wiring Diagram 208/230 -1 -50/60 208/230 -1 -50/60 VAC 24 VAC MAC060 -01 -N -407 Wiring Diagram 208/230 -1 -50/60 MULTIAQUA BK YL B L RD FS BK YL TB BK WH LPS BL l 1 BL = _- 2 -------- —_ _________ _______ RD 3 Mrs BK ___________ ___ _ —__ ________ BK TIMER 1 B K e r" PUMP 8K BK 8K RD 1 TIMER J BL RD BK FAN NO C BK BK 1 DTC BK ° BK RD COM +24vac FAN z WH BK TITLE MAC060 -01 -N -407 LEGEND: NOTES: -- -- FACTORY WIRING FIELD WIRING LF'S IOW M ES54ARE SWITCH Fin NIGM PRESSURE SWITCH 1. USE COPPER CONDUCTORS ONLY i. BYPASS TINFA MMFRI) SET EGO IO SECONDS AUTHOR kjg GIC TIMER 1 DIGITAL TEMPERATURE PUMP BYPASS TIMER CONTROLLER PR PUMP RELAY 3. DFI AY ON TIMER (TIMER?) SET FOR 3 MIM1'FS DATE 0831/07 TIMER 2 FS REFRIGERANT SYSTEM FLOW SWITCH TIMER REVISION 0807300038 CON COMPRESSOR AND FAN CONTACTOR LA 4 A A W l ' W U 1 1 1�1 1 r� r REAR NgEW 1 25" FNPT Vo'atr: Inlet A i 1.25" NP'T ,94" ' Water ' 4.86 " i Outlet i ; 36.00• ; � 7by" A ; i 2738" i i i � • � T — "/ ELECMICAt F ACCES ' R'IAC036,048 & 060 Certified Drawing Drawing # 0907400082 i B MAC036, 048 & 060 MODEL A B C D E F MAC036 49.62" 16.25" 39.75 3.06" 8.94" 5.50" MAC048 49.62" 16.25" 39.75" 3.06" 8.94" 5.50" MAC060 49.62" 16.25" 39.75" 3.06" 8 ,94" 5.50" " MJG Building Permit Fees Total Valuation of Work $1,327,000 Total additional SF 524.4 ( 352.2GRFA) Base Building Fee: 1m 5608.75 3.65 x 327 1193.55 $6802.30 Plan Check Fee: 6802.30x.65 $4421.50 Construction Use Tax: (1,327k- 10k)/2 x .04 $26,340.00 Recreation Fees: 524.4(sf) x .10 $ 52.44 Will Call $ 5.00 $37,621.24 Plumbing Valuation: $95,000 95 x $15 $ 1,425.00 Plan check fee 1425 x .25 $ 356.25 $ 1,781.25 Mechanical Valuation: $62,000 62 x $20 $ 1,240.00 Plan Check Fee 1240 x.25 $ 310.00 $ 1,550.00 Fire Alarm Valuation: $ 4,000.00 4,000 x.0375 $ 150.00 Plan review fee: $ 288.00 $ 338.00 Fire Sprinkler Valuation: $30,000.00 30,000 x.0425 $ 1,275.00 Plan review fee: $ 432.00 $ 1,707.00 TOTAL $42,997.49 OtAO' TOWN FINAL REPORT OF SPECIAL INSPECTIONS Project: 765 Forest Road Project Location: 765 Forest Road Owner MJG Forest Rd LLC Permit Number: B12 -0019 Address City: Zip: Special Inspections Firm: GROUND Engineering Consultants Inc. Address: PO Box 464 City: Gypsum State: CO Zip: 81637 Phone: 970- 524 -0720 Fax: 970- 524 -0721 E -mail: ChrisH@groundeng.com JasonS(cDgroundenq.com To the best of my information, knowledge, and belief, the special inspections and /or testing required for this project, have been completed in accordance with the contract documents. *Please see Final Summary Letter dated 4 -02 -2013 (GROUND) Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be considered an integral part of this final report. Any discrepancies that were noted in all interim reports have been corrected. Prepared by: Jason A. Smith, REM, P.E. Type or Print Name Signature Date 4n v -" 1 45448 ac Jason A. Smith, REM, P. . 2013.0 .02 14:50:3 - 06'00' Preparer's Seal and Signature Required April 2nd, 2013 Subject: Summary of Materials Testing Services and Special Inspection Services, 765 Forest Road, Vail, Colorado Ground Engineering Job Number: 12 -6588 TOV Permit Number: B12 -0019 Mr. Tim Dee Beck Building Company PO Box 4030 Vail, Colorado 81658 Attn: Mr. Dee, This letter summarizes the special inspection services GROUND Engineering Consultants, Inc. (GROUND) performed during the improvements to the residence at 765 Forest Road located in Vail, Colorado. The special inspection and materials testing services were performed at times scheduled by the Owner, Contractor and /or Subcontractors between August 24th, 2012 and March 29th, 2013 and according to GROUND's proposal # 1209- 1586 dated September 24th, 2012. During construction, representatives of our office periodically observed epoxied doweled reinforcing steel placements into existing concrete. A certified welding inspector (CWI) visited the project site on a part-time basis, when scheduled by the Contractor and /or Owner, to observe the structural steel field welded connections. Based on the field observations to date, RFI's received and /or project documentation received from the design team, it is our opinion that the materials observed for the epoxied dowels and structural steel were in general accordance with project plans, specifications, and /or applicable RFI's. The observations and materials testing as indicated above were performed periodically to provide data to the Owner, Contractor and Subcontractors to assist them in evaluating the general compliance of the materials and /or work with the contract documents at the times of our observation and testing. We did not supervise, direct or have any control over any of the Contractor's or Subcontractor's work. We were not responsible for the Contractor's or Subcontractor's scheduling of our services, means, methods, procedures, techniques, or sequences of construction, nor responsible for ensuring that any Contractor or Subcontractor performed or completed the work in accordance with the contract documents or construction industry standards. If you have any questions concerning this letter, please contact our office. Sincerely, GROUND Engineering Consultants, Inc. Chris Hutto, C.E.T. Jason A. Smith, REM, P.E. { ==jT[Qj 2013.04.02 rorvAL- 14:51:45 -06 00 Reviewed by Jason A Smith, REM, P.E. =a �ROU�1t� ENGINEERING C:ONSULTRNTS INC. 101 A Airpark Dr., Unit 9. PO Boa 464, Gypsum, CO 81637 Phone (970) 524 -0720 Fax ( 970) 524 -0721 www.groundcng.coin Office Locations: Englewood . Commerce City Loveland Granby Gypsum Grand Junction Casper, WY T. Boyle Engineering, Inc. 1650 Fallridge Road, Unit C -2 Vail, Colorado 81657 MJG Remodel Edward Frierson, AIA 4307 Farhills Drive Austin, TX 78731 The following items were observed: Field Report Date: 03/28/13 Project: MJG Duplex Location: Vail. Colorado Contractor: Beck Building Co. Owner: Mr. Keller Weather: Partly Cloudy, 45 deg Present at Site: Kevin Fiefield Tim Boyle The framing for the project is 100% complete at this time. The purpose of this inspection was to make a final review of the framing and to scrutinize penetrations through structural members that have been made since my previous site visit. I did not find any unsatisfactory penetrations in framing members during this inspection. Furthermore, this residence has been framed according to the plans and specifications issued by this office, with modifications that were coordinated between the contractor and myself during construction. I hereby approve of this residence as framed. Feel free to give me a call if you have any questions or comments regarding this report. Timothy M. oyle, P. President INC. • T. Boyle Engineering, Inc. 1650 Fallridge Road, Unit C -2 Vail, Colorado 81657 970/476 -2170 March 29, 2013 Kevin Fifield Beck Building Co. P.O. Box 4030 Vail, Colorado 81658 Subject: Knife Plate Connection MJG Remodel Lot 8, Block 2, Vail Village 6°i Filing Vail, Colorado Dear Kevin: This is to confirm that I have made a visual inspection of the connection of the '/ knife plates to the 3/8" embed plates for the column base connection at the south porch roof at the above noted residence. The 3/8" base plate has been installed as an embed plate rather than attaching it with expansion bolts per Detail A/S6. The ' /a" knife plates were then field welded to the embed plates. I approve of this alternate and the field welding of the knife plates to the embed plates. As such, I hereby approve ofNowank-.'Coon" ection as constructed. Please give me a call if you have any questions or comments on this matt Timoth y < Boyle, P. v President /OIU�I 1 T. Boyle Engineering, Inc. 1650 Fallridge Road, Unit C -2 Vail, Colorado 81657 970/476 -2170 April 2, 2013 Kevin Fifield Beek Building Co. P.O. Box 4030 Vail, Colorado 81658 Subject: Studio Entry Lintel Detail MJG Remodel Lot 8, Block 2, Vail Village 6`h Filing Vail, Colorado Dear Kevin: This is to confirm that I have made a visual inspection of the lintel angle installation over the entry to the Studio at the above noted residence. I have determined that this lintel has been constructed according to the verbal coordination that we had and the detail on RFI #2 -1, which I have revised today to reflect this engineer's design intent. As such, I hereby approve of lintel installation as constructed. Please give me a call if you have any questions or comments on this ma ,�0 L nC Timothy M. oyl President t. boyle engineering, inc Q�1650 fallridge road unit C -2 vail, Colorado 81657 970/476 -2170 boyleeng@qwestoffice.net JOB SHEET NO. l( OF CALCULATED BY ::7"� DATE p�1 my 704 L./ DATE 4— z PRODUCT 204-1 (Single Sheets) 2D5-1 (Padde0) _ i� till ,y 7� 2®<0 t I I44-1 _ ��. sT t� � _o'PCN ►t�C� . _ _ � r , T i fF( LL 4966 1 :~ :. .. _. ........ .._... ..__ _. .... .._._ .. _ • • - ._.. a_. eY (�� 1F-' OF1�N { W PRODUCT 204-1 (Single Sheets) 2D5-1 (Padde0) April 2 "d, 2013 Subject: Materials Testing Summary, 765 Forest Road - Special Inspections, Vail, Colorado Job Number: 12 -6588 Mr. Tim Dee Beck Building Company P.O. Box 4030 Vail, Colorado 81658 Dear Mr. Tim Dee, For the period of August 24th, 2012 to March 29th, 2013 representatives of GROUND Engineering Consultants, Inc. were on site to provide materials testing services at times scheduled by the Contractor, Subcontractor and /or Owner. Our reports have been completed in the field as our testing and observations were performed. The Contractor and applicable Sub Contractors were notified of the testing results and /or observations prior to our departure from the project site. Please do not hesitate to contact this office if you have any questions concerning these reports. Sincerely, GROUND ENGINEERING CONSULTANTS, INC. Digitally signed by Chris Hutto DN: cn =Chris Hutto, o= GROUND Chris Hutto Engineering Consultants,ou, email =c h ri s h @g ro u nde ng.com, c= us Date: 2013.04.02 13:37:27 - 06'00' Chris Hutto, CET Construction Services Manager ROU�1tn ENGINEERING CONSULTANTS INC. 101 A Airpark Dr., Unit 9, PO Box 464. Gypsum, CO 81637 Phone (970) 524 -0720 Fax (970) 524 -0721 NvN%w.groundeng.com Office Locanons: Englewood . Commerce City Loveland Granby Gypsum Grand Junction Casper_ WY 765 Forest Road - Special Inspections Vail, Colorado Drill & Epoxv Job #12 -6588 GROUND Engineering Consultants, Inc. Period Ending 3/29/2013 DE 120824- 01.xls ORIDU'H111 ENGINEERING CONSULTRNTS DRILL AND EPDXY OBSERVATIONS Project: 765 Forest Road - Special Inspections Date: August 24, 2012 Job Number: 12 -6588 Client: Beck Building Company Report Number: 1 PO Box 4030 Vail, CO 81658 Attn: Mr. Tim Dee Location 1.) Stair Tower Walls 2.) 3.) Orientation (vertical /horizontal): Horizontal Drilling Equipment: Hammer Drill Hole Diameter/ Length (inches): 1/2" diameter / 6" in depth Hole Spacing: 4" O.C. Method to Clean Hole: Air compressor / Wire brush Rebar / Bolt -Size / Length / Type: #4 straight & L- shaped bar / 24" in length Epoxy Type: SET -XP Placement Method: Hand -set Drawing or RFI referenced: Plans Additional Reinforcing Steel: N/A Notification (Contractor / Name): Tim with Beck Field Representative: LeeTal Levran Page 1 of 1 Grand Junction Gypsum 379 Indian Road Corporate Office P.O. Box 464 Grand Junction, CO 81501 41 Inverness Drive East Gypsum, CO 81637 P:(970)242 -4300 Englewood, CO 80112 P:(970)524 -0720 F:(970)524 -0721 P:(303)289 -1989 F:(970)524 -0721 DE 120925- 02.xls Page 1 of 1 CERQUH111 ENGINEERING CONSULTRNTS DRILL AND EPDXY OBSERVATIONS Project: 765 Forest Road - Special Inspections Date: September 25, 2012 Job Number: 12 -6588 Client: Beck Building Company Report Number: 2 PO Box 4030 Vail, CO 81658 Attn: Mr. Tim Dee Location 1.) SE corner of lower level bath 7 2.) 3.) Orientation (vertical /horizontal): Horizontal Drilling Equipment: Hammer Drill Hole Diameter / Length (inches): 3/4" Diameter / 5.5 in depth Hole Spacing: 2.5 O.C. Method to Clean Hole: Air compressor / Wire brush Rebar / Bolt -Size / Length / Type: #5 bar/ 24" in length Epoxy Type: Sika Anchor Fix -2 Placement Method: Hand -set Drawing or RFI referenced: Plans Additional Reinforcing Steel: N/A Notification (Contractor/ Name): Tim with Beck Field Representative: Shane Sorensen Gypsum 379 Indian Road Corporate Office P.O. Box 464 Grand Junction, CO 81501 41 Inverness Drive East Gypsum, CO 81637 P:(970)242 -4300 Englewood, CO 80112 P:(970)524 -0720 F:(970)524 -0721 P:(303)289 -1989 F:(970)524 -0721 Grand Junction G DE 121001- 03.xls CRGUIND ENGINEERING CONSULTRNTS DRILL AND EPDXY OBSERVATIONS Project: 765 Forest Road - Special Inspections Date: October 1, 2012 Job Number: 12 -6588 Client: Beck Building Company Report Number: 3 PO Box 4030 Vail, CO 81658 Attn: Mr. Tim Dee Location 1.) South Foundation, Laundry Room 106 2.) 3.) Orientation (vertical /horizontal): Vertical Drilling Equipment: Hammer Drill Hole Diameter/ Length (inches): 5/8" Diameter/ 6" in depth Hole Spacing: 14 holes @16" O.C. Method to Clean Hole: Air compressor / Wire brush Rebar / Bolt -Size / Length / Type: #4 bar / 18" x 20 -in length; 900 bend Epoxy Type: Sika Anchor Fix -2 Placement Method: Hand -set Drawing or RFI referenced: Plans Additional Reinforcing Steel: N/A Notification (Contractor / Name): Tim Dee with Beck Building Field Representative: Shane Sorensen Page 1 of 1 Gypsum Grand Junction P.O. Box 464 379 Indian Road Corporate Office Grand Junction, CO 81501 41 Inverness Drive East Gypsum, CO 81637 P:(970)242 -4300 Englewood, CO 80112 P:(970)524 -0720 F:(970)524 -0721 P:(303)289 -1989 F:(970)524 -0721 DE 121016- 04.xls Page 1 of 1 6RQU'MIED ENGINEERING CONSULTRNTS DRILL AND EPDXY OBSERVATIONS Project: 765 Forest Road - Special Inspections Date: October 16, 2012 Job Number: 12 -6588 Client: Beck Building Company Report Number: 4 PO Box 4030 Vail, CO 81658 Attn: Mr. Tim Dee Location 1.) Section E, Epoxied Dowels in Columns to Grade Beams, Entry Way 2.) 3.) Orientation (vertical /horizontal): Horizontal Drilling Equipment: Hammer Drill Hole Diameter / Length (inches): 3/4" Diameter / 6" in Depth Hole Spacing: 2 @ Top, 2 @ Bottom of Walls, 3 -4" Horizontal Spacing, 40" Vertical Spacing; 64 Holes Total Method to Clean Hole: Air compressor / Wire brush Rebar / Bolt -Size / Length / Type: # 5 Bar, 30" Epoxy Type: Hilti HIT -HI 150 Max Placement Method: Hand -set Drawing or RFI referenced: Plans, S1 Revised 9 -18 -12 (TOV Approved) Additional Reinforcing Steel: N/A Notification (Contractor / Name): Tim Dee with Beck Building Field Representative: Shane Sorensen Grand Junction Gypsum 379 Indian Road Corporate Office P.O. Box 464 Grand Junction, CO 81501 41 Inverness Drive East Gypsum, CO 81637 P:(970)242 -4300 Englewood, CO 80112 P:(970)524 -0720 F:(970)524 -0721 P:(303)289 -1989 F:(970)524 -0721 DE 130329- 05.xls Page 1 of 1 GRGUM111 ENGINEERING CDNSULTRNTS DRILL AND EPDXY OBSERVATIONS Project: 765 Forest Road - Special Inspections Date: March 29, 2013 Job Number: 12 -6588 Client: Beck Building Company Report Number: 5 PO Box 4030 Vail, CO 81658 Attn: Mr. Tim Dee Location 1.) Lower level door -way entrance to kitchen 2.) 3.) Orientation (vertical /horizontal): Horizontal & Vertical Drilling Equipment: Hammer Drill Hole Diameter / Length (inches): 3/4" Diameter / 6" in Depth Hole Spacing: 3" O.C.; 10 Holes Total Method to Clean Hole: Air compressor / Wire brush Rebar / Bolt -Size / Length / Type: # 4 Bar, 24" Epoxy Type: AC100 -Gold Placement Method: Hand -set Drawing or RFI referenced: Plans, S1 Revised 9 -18 -12 (TOV Approved) Additional Reinforcing Steel: N/A Notification (Contractor / Name): Ace with Colorado Mountain Masonry Field Representative: LeeTal Levran Gypsum Grand Junction 379 Indian Road Corporate Office P.O. Box 464 Grand Junction, CO 81501 41 Inverness Drive East Gypsum, CO 81637 P:(970)524 -0720 P:(970)242 -4300 Englewood, CO 80112 P:(303)289 -1989 F:(970)524 -0721 F:(970)524 -0721 765 Forest Road - Special Inspections Vail, Colorado Structural Steel Field Observations and Discrepancy List Job #12 -6588 GROUND Engineering Consultants, Inc. Period Ending 3/2912013 ■ Structural Steel Project: 765 Forest Road - Special Inspections Job Number: 12 -6588 Field Representative: Everett Schulze Client: Mr. Tim Dee Beck Building Company P. O. Box 4030 Vail, CO 81658 Date: January 3, 2013 Report Number Location: 1, Page 1 of 1 Project Sim" As requested, a representative from GROUND arrived at the project site to inspect welded connections as directed by Kevin with Beck Building Company. The following is a summary of the services performed on this date: 1) GROUND is requesting Welding Procedure Specification (WPS), Welding Qualification Test Record (WQTR) and Continuity Log for AWS D1.1 from Christensen Welding - Item #1 on the Discrepancy List. 2) Inspected welded connections of shear plates to embed plates at four locations on entry support and found them to be visually acceptable to AWS D1.1 -2010 Clause 6. GROUND is requesting written clarification from the Engineer of Record for required welding on these connections, none shown on the project plans - Item #2 on the Discrepancy List. It is noted that these connections are welded with 3116" fillet full length on both sides. 3) Inspected welded connections of base plate and saddle to HSS 3"x3"xl /4" and found them to be in general compliance with AWS D1.1 -2010 Clause 6 and project plans, Details "E" and 711 Kevin with Beck Building Company was notified of these results and received a copy of this report and Discrepancy List. The observations and comments provided herein are for the date and time of this report only, and as such, these observations may not be reflective of what is finally in place if subsequent changes occur to reinforcing steel, embeds, anchors, etc, and our office is not requested to make additional observations. It is not our responsibility to verify layout location, shoring, safety or elevation control. mvw.groundeng.coni Office Locations: Englewood , Commerce City , Loveland , Granby , Gypsum , Gram Junction , Casper GROUND Mr. Tim Dee Beck Building Company ENGINEERING EQN5ULTRNTS P. O. Box 4030 Vail, CO 81658 Structural Steel PrniPct: 765 Forest Road - Special Inspections Job Number: 12 -6588 Date: March 8, 2013 Field Representative: Everett Schulze Report Number 2 Page 1 of 1 Location: As requested, a representative from Ground arrived at the project site to inspect welded connections as directed by Kevin with Beck Building Company. The following is a summary of the services performed on this date: 1) Ground Inspected welded connections of HSS tube to bottom flange on existing WF beam at basement level in guest bedroom, detail B /S2. Also welded connections of saddle to WF beams at roof level in master bedroom and bed room #3, detail XS5. These connections were found to be visually compliant to AWS D1.1 -2010 clause 6 and project plans but are considered to be non - compliant until ground receives welder certifications as listed in Discrepancy item #1. 2) WF beams connected to existing WF beams at level 3 low roof framing were found to be welded in lieu of bolting as per detail F /S5, Discrepancy item #3. Also requesting written clarification from Engineer of record (EOR) for required welding of new beam to bottom flange of existing beam on level 3 low roof framing no detail shown on project plans, Discrepancy item #4. Kevin with Beck Building Company was notified of these results and received a copy of this report and Discrepancy List. The observations and comments provided herein are for the date and time of this report only, and as such, these observations may not be reflective of what is finally in place if subsequent changes occur to reinforcing steel, embeds, anchors, etc, and our office is not requested to make additional observations. It is not our responsibility to verify layout location, shoring, safety or elevation control. www.groundeng.com Office Locations: Englewood ; Commerce City , Loveland . Granby , Gypsum , Grand Junction , Casper GROUND Client: Mr, Tim Dee Beck Building Company PO Box 4030 ENGINEERING CONSULTRNTS Vail, CO 81658 765 Forest Road - Special Inspections Structural Steel Cover Report Job Name: 765 Forest Road - Special Inspections Location: Site Job No: 12 -6588 Date: March 29, 2013 As scheduled, a representative arrived to perform special inspection services. The following is a summary of the services provided on this date. 1) Inspected welded connections of reinforcing L6" x4" x3 /8" at header on lower level and found this connection not to be welded per detail on RFIZ -1 (approved by town of Vail), 1/4" flat bar has been added to bottom side of 1_6N4"0/8" and welded to both 1_6"x4"0/8". See attached photo #1 on page 2 of this report Discrepancy item #5. These connections were found to be visually acceptable to AWS D1.1 -2010 but are considered non - compliant until Ground receives welder certifications as listed in Discrepancy item #1. Kevin with Beck Building Company was notified of these results and emailed a copy of this report and Discrepancy List. Total number of pages attached to this report: 2 Have outstanding discrepancies been reported this date? Yes Field Representative: Everett Schulze www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper GROUND Client: Mr, Tim Dee Beck Building Company PO Box Dee ENGINEERING CONSULTRNTS Vail, CO 81658 765 Forest Road - Special Inspections Structural Steel Report Continued Job Name: 765 Forest Road - Special Inspections Location: Site Job No: 12 -6588 Date: March 29, 2013 Photo #1) 1/4" flat bar has been added to bottom side of 1_6 "x4"x3/8" and welded to both L6 "x4 "x3/8" Discrepancy item #5. www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper GROUND ENGINEERING CONSULTRNTS Structural Steel Discrepancy List Project Name: 765 Forest Road - Special Inspections :_ ,.. h .. 12 -6588 Client: Mr. Tim Dee Beck Building Company P. O. Box 4030 Vail, CO 81658 Discrepancy Page Number: 1 of 1 Issue Date: April 2, 2013 Date Re orted 01/03/13 Item No. 1 Outstanding Discrepancy GROUND is requesting WPS, WQTR and Continuity Log for AWS D1.1 from Christensen Welding. Date Acce ted 4/1/13 Per Plan/ Per RFI Per Plan 01/03/13 2 GROUND is requesting written clarification from the Engineer of Record for required welding of shear plates to embed plates. 4/1/13 Per Plan 03/08/13 3 framing WF beams connected to existing WF beams at level 3 low roof were found to be welded in lieu of bolting as per detail F/ S5. 3/25/13 Per email dated 3/13/13 03/08/13 4 Requesting written clarification from FOR or required welding of new beam to bottom flange of existing beam on level 3 low roof framing no detail shown on project plans. 3/25/13 Per email dated 3/13/13 03/29/13 5 1/4" flat bar has been added to bottom side of L6 "x4 "x3/8" and welded to both 1-6"A"0/8" at header on lower level. 4/2/13 dated EO3R lette ..grin nnri fn cnharfiila ra- It is the responsfoufty or u,e cununciv1 w iwuIy - -- - -- observations. The contractor should provide our office hard copies of any changes or approvals made by the Structural Engineer of Record. www.groundeng.coni Office Locations: Englewood , Commerce City , Loveland . Granby , Gypsum , Grand Junction , Casper s ti lZ-OOt 1.�..C, � tLt9 LI4 �ur{ �?3, otech alp€ZS& �tsc r2 r HEPWORTH-PAWL AK GEOTECHNIC AL c'11a E 1at-:A, ell; April 30, 2013 M C E Beck Building Company APR 3 0 2U13 Attn: Kevin Fifield — J P. O. Box 4030 TOWN OF VAIL Vail, Colorado 81658 (I ev beckbuild ) Job No. 112 266A Subject: Observation of Excavation, Proposed Deck Extension, MJG Residence Remodel, Lot 8, Block 2, Vail Lionshead 3''Filing, 765 Forest Road, Vail, Colorado Dear Kevin: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on April 29,2012 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations are presented in this report. The services were supplemental to our agreement for professional engineering services to Beck Building Company, dated.August 2, 2012. The deck extension is on the east side of the residence. The new deck area will be founded on spread footings designed assuming an allowable soil bearing pressure of 2,000 psf. We previously observed foundation excavations for exterior stairwell, front entryway, basement and deck addition areas of the residence, reports dated August 7 and 15, September 19 and November 26, 2012 under the above job number. At the time of our site visit,the foundation excavation was essentially complete and had been cut in three levels from about 31/2 to 6 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of medium dense, clayey silty sand with gravel and scattered cobbles. Results of swell-consolidation testing performed on samples taken from the site,shown on Figure compressible under conditions of loading an wetting with a moderate hydro-Gately compression potential. The sample was at least partly disturbed due to the rock content. No free water was encountered in the excavation and the soils were generally moist. The soil conditions exposed in the excavation are consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of 2,000 psf. There could be some differential settlement with respect to the existing structure which should be considered in the design. Loose and disturbed soils should be removed in the footing areas to expose the undisturbed natural soils and the subgrade compacted. The bearing soils should be Parker :303-841-7119 • Colorado Sri ings 719-633-5562 • Silver/1),n n 970 4n 19'-79 S Beck Building Company April 30, 2013 Page 2 protected from frost and concrete should not be placed on frozen soils. Other recommendations presented in our previous reports which are applicable should also be observed. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation 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 ofpossible 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. If you have any questions or need further assistance,please call our office. Sincerely, HEPWORTH—PAWLAK GEOTECHNICAL, INC. �� ��NliililFj ( '� $• , 11,0' David A. Young, P.1 I * M J` DAY/ksw r 12 `'''r. attachments Figure 1, billitiontelation Test Results Job No. 112 266A C- t z , 1 ' I • : : ' . 1 Moisture Content= 14.1 percent Dry Density= 99 pcf , r • . : : , ; i I • I ' ; . 1 . I : r • Sample of:Clayey Silty Sand with Gravel , • ; 1 : : : From:Bottom of East Side Deck Addition Excavation (04-29-2013) I 1 ! ! i . , . , • 1 1 1 I ; ; : 1 1 : 0 i • , 1 I 1 1 ! 1 i i , 1 1 1 1 I ! I I i ! i .1 i H ' I ', 1 1 I 1 j : WI i , 1 — IIIII Compression • . ; i 1 , , I 1 i 1 , I ii , 1 [ ; . , , upon . , . 1 1 . , i J.....--1,---"r?'1 : -1----- wetting ", 1 1 ''11, I i 2 1 1 1 1 05 11 1! 1 ! lill cc 3 i• , 2 I I : I : i 1 111 : ' ! ' l ! II 0 I i 'i 1 i ! I 1 II , I 0 I I : : : : I I WI 4 I I 1 1 I I I 1 1 1 5 1 : 1. i i I i 1 1 i 1 • 1 i I ', ! I ; . , . ! 11 ll i • , 1 I ; ; 1 i 1 1 6 . • 1 • i 1 , I : ; 1 1 , i . i ! 1 1 I i : I 1 r ' i 1 ' 1 i PH r 1 I ; • I , 1 i. , - I ' ' : ! I , ; . ; 1 7 I I 1 I : 1 ' ! I I ', : 1 8 I I ! ! 1 1 i Id , 1 1 : 1, 1 I 1 I I I I 1 ' 1 I : O 1 i : III . ,. I I I It I I ' I i i ' II I I 1 I I - 1 : I I I, I II 9 . I I I : : 1 1 1 ' II I I I if ' I I III 10 i 1 I 1 I : I 1 i I Ili 1 Hi i l 'il, 1 I I 1 ' 1 1 1 : 1 : I I I I i i III I : I , . 1 ; 1 II i • I I 1 I . I : j ; I , ; 1 • ■ i ; ; I I 1 : 1 I I i I 1 1 I 1 i : . : I I I I l; ; 1 i ' I! 11• t I 1 1 1 ; 11i i ; ! ! I I ; ! , I 1 I . 1 • . I ! ; ; I I 1 I 11 ' 1 : 1 111 ! ! ! I 1 ; ; 11 , . 0.1 1.0 10 100 APPLIED PRESSURE(ksf) 112 266A Gth-Stech 1 SWELL-CONSOLIDATION TEST RESULTS I FIGURE 1 HEPWORTH-PAWLAK GEOTECHNICAL NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ,. ��vo�y�, . Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B12-0019 Project #: PRJ11-0705 Job Address: 765 FOREST RD VAIL Applied.....: 02/08/2012 Location......: Issued. . . : 09/18/2012 Parcel No....: 210107210007 OWNER MJG FOREST ROAD LLC 02/08/2012 1221 S MOPAC EXPY STE 400 AUSTIN TX 78746 CONTRACTOR BECK BUILDING COMPANY 03/14/2012 Phone: 970-949-1800 780 NOTTINGHAM ROAD, AVON PO BOX 4030 VAI L CO 81658 License: C000003131 APPLICANT MJG FOREST ROAD LLC 02/08/2012 1221 S MOPAC EXPY STE 400 AUSTIN TX 78746 Description: REMODEL OF INTERIOR AND ADDITIONS OF STAIR AND DECK ENCLOSURES. REPLACEMENT OF ALL EXTERIOR MATERIALS AND REPAIR OF EXISTING DRIVEWAY. LANDSCAPING. Occupancy: R-3 Type Construction: VB Valuation: $1,327,000.00 .«........a,,.,,..,.,._...,,,,................,,...,.,,...._.......,.�_....,,,...,...,.. FEE SUMMARY ,................_,.........,,_............,..,...,...,,,..,,..,._.,.........._, Building Permit-----------> $6,802.30 Bldg Plan Check----------> $4,421.50 Use Tax Fee-----------------------> $26,340.00 Electrical Permit---------> $805.00 Elec Plan Check-----------> $523.25 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $1,240.00 Mech Plan Check---------> $310.00 Additional Fees--------------------> $0.00 Plumbing Permit--------> $1,425.00 Plmb Plan Check---------> $356.25 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $20.00 TOTAL PERMIT FEES--------------> $43,233.30 Payments-------------------------------> $43,233.30 BALANCE DUE-----------------------a $0.00 ..............,,..,.,....._...,.,,.....,.,,..,....,..........�.......,.....,,..,,�.,......,,.......,,...,..,,........,..,,.........,,,,.__.,.,....._.......,._...,....,,_.......,........... DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM -4:00 PM. � combination permit_012811 � .._ , � r 1 tl�V�V� 1�r 1 ........................................................................................................................�...,.....,,.........,,....,,,....,......,.........,..,....... CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: B12-0019 Address: 765 FOREST RD VAIL Owner: MJG FOREST ROAD LLC Location: ..................................................................................................................................................................................... Cond: CON0012453 upgrade fire sprinkler and monitored fire alarm system. Cond: CON0013043 Applicant shall record a license agreement with town of vail for encroachments prior to TCO or CO. combination permit_012811 � � ���� i� i *w**�w*,r,r,r�,r*****,r***r**,r,r**r r*,r,r,t ir ir ir ir ir ir ir ir ir*ir�w*********:,r***,r*,r,t t****,r sr***,r w.t,t r,r,t,r*k,t*,t t,t,t,t,r,t,r****,t*,t,t,t,t,t,t*,t,t**,t,t,t,t*,t,t k,t,r,r,r,r x**,r,r,r,r*,r:*:**t ir w,t**ir**** REQUIRED INSPECTIONS AND STATUSES Permit#: B12-0019 Address: 765 FOREST RD VAIL Owner: MJG FOREST ROAD LLC Location: **��***************�,,,.********�***„*****«**«««******************«*„�*«*„**.**«**«.,***********..**.**,.*x*«*,.,.,,«.,.,*„**.,.,*.**„**«,..,,,**„**�***„*.****,,�* Item: 00010 BLDG-FOOTING 08/22/2012 By: JRM Action: PA Comments: FOOTING STAIR TOWER 09/20/2012 By: mdenney Action: AP Comments: Entry pads, south wall of bath 7. Item: 00020 BLDG-Foundation/Steel 08/27/2012 By: mdenney Action: AP Comments: stair tower and storage foundations. 09/27/2012 By: sgremmer Action: AP Comments: front columns wall south of lower bath#7 ok per SI on dowels CMU block rebar from stair to bath#7 10/10/2012 By: JRM Action: AP Comments: interior pads and thicken slab 12/05/2012 By: JRM Action: PI Comments: deck "' slab south east side 1 st level Item: 00500 PW-Backfill Inspection Item: 00501 PW-Access/Staging/Erosion Item: 00120 ELEC-Rough Item: 00200 MECH-Rough 09/14/2012 By: mdenney Action: PI Comments: in-floor heat tubing in slab at bottom of stair 114 and mech room 10/11/2012 By: sgremmer Action: PI Comments: Infloor heat at lower slab 12/05/2012 By: JRM Action: PI Comments: snow melt on heated deck south/east location 100#air test Item: 00220 PLMB-Rough/D.W.V. 08/29/2012 By: mdenney Action: PI Comments: underslab for lower level west. 10/01/2012 By: sgremmerAction: PI Comments: underground Item: 00230 PLMB-Rough/Water 10/01/2012 By: sgremmer Action: PI Comments: Water main Item: 00240 PLMB-Gas Piping 10/30/2012 By: JRM Action: PI Comments: FOR TEMP GAS ONLY 15#AIR TEST Item: 00260 PLMB-Misc. Item: 00310 MECH-Heating Item: 00315 PLMB-Gas Piping Item: 00340 MECH-Misc. Item: 00502 PW-Rough Driveway Grade Item: 00030 BLDG-Framing 02/04/2013 By: sgremmer Action: PI Comments: North and west bump outs 02/07/2013 By: sgremmer Action: PI Comments: combination permit_012811 y bolts for exterior beam Item: 00050 BLDG-Insulation 02/04/2013 By: sgremmer Action: PI Comments: north and west bump outs Item: 00060 BLDG-Sheetrock Nail Item: 00410 Special Inspect-progress rept Item: 00503 PW-Final Driveway Grade Item: 00190 ELEC-Final Item: 00290 PLMB-Final Item: 00390 MECH-Final Item: 00420 Special Inspect-final rept Item: 00539 PW-FINAL C/O Item: 00090 BLDG-Final combination permit_012811 � **************+****************++++**********************�********************************** TOWN OF VAIL, COLORADO Statement **********++*******+*****************+**********�*+**************+*+**********************+* Statement Number: R130000185 Amount: $110.00 03/19/201302:54 PM Payment Method: Check Init: CG Notation: ck#22453 beck building ----------------------------------------------------------------------------- Permit No: B12-0019 Type: COMBINATION BLDG PERMIT Parcel No: 2101-072-1000-7 Site Address: 765 FOREST RD VAIL Location: Total Fees: $43,233.30 This Payment: $110.00 Total ALL Pmts: $43,233.30 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------------- *********************************************************************+*****+***+************ TOWN OF VAIL, COLORADO **************************************+*********+***+************************+*********+****ment Statement Number: R130000849 Amount: $110.00 06/20/201304 :05 PM Payment Method: Check Init: JRM _____________Notation_-_CHECK 22781 ------- ------- Permit No: B12-0019 Type: COMBINATION BLDG PERMIT Parcel No: 2101-072-1000-7 Site Address: 765 FOREST RD VAIL Location: This Payment: $110.00 Total Fees: $43, 343.30 Total ALL Pmts: $43,343.30 ***+************************+*************+********************+**B******************�*00 ACCOUNT ITEM LIST: Account Code-_------ Description --______ Current Pmts ------------------------------ PF 00100003112300 PLAN CHECK FEES 110.00 ------------------------------------