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Home My WebLink AboutB13-0029 REV1 TRANSMITTAL.pdf Department of Community Development OT 75 South Frontage Road TOWN OF VAIL Vail, CO 81657 Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will be charged upon reissuance of the permit. Application/Permit#(s) information applies to: Attention: Revisions Response to Correction Letter B13-0029 REV1 Martin Haberle attached copy of correction letter PRJ13-0012 C)Deferred Submittal Other Project Street Address: 950 RED SANDSTONE ROAD 18 & 19 (Number) (Street) (Suite#) Building/Complex Name: POTATO PATCH CLUB Description of Transmittal/List of Changes, Items Attached: Revision 1 &2 changes-SEE ATTACHED LETTER Applicant Information (architect, contractor, owner/owner's rep) Contact Name: Victor Mark Donaldson Architects Address: 90 W. Benchmark Road, Suite 207 City Avon State: CO Zip: 81620 Contact Name: Mark Donaldson (use additional sheet if necessary) Contact Phone: 970.390.5300 Building Permits: vmda.com Revised ADDITIONAL Valuations (Labor&Materials) Contact E-Mail: markd @ (DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out Building: $ in full the information required,completed an accurate plot plan, and state that all the information as required is correct. I agree to Plumbing: $ comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according Electrical: $ to the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other Mechanical: $ ordinances of the Town applicable thereto. X Mark Donaldson Total: $0 Owner/Owner's Representative Signature(Required) Date Received: For Office Use Only: Fee Paid: Received From: Cash Check# CC: Visa/ MC Last 4 CC# exp. date: Authorization # V 0048 E BEAVER CREEK BLVD D 0 D ON SUITE 207 PO BOX 5300 AVON, CO 81620 970/949-5200 FAX 949-5205 ARC WWW.VMDA.COM PLANNING INTER I ORS S INC E 19 71 ARCHITECTS MEMORANDUM TO: Town of Vail Building Department FROM: Chris Juergens /VMDA DATE: July 3, 2013 RE: Unit 18-19 Plan Revisions Building Department Permit Application: B13-0029 Project Address: 950 Red Sandstone Road, Vail, CO 81657, Units 18-19 Occupancy Group: R-2 Type of Construction VB Number of Stories: 2 The following general updates have been incorporated into the Building Permit Plans for the above referenced project. Architectural Sheets A0.0-A0.2 Demolition Plans 1 . Demolition Key- Scope revised to patch and repair. - NOTE CLOUDED 2. A0.1 Opening for new window - CLOUDED 3. A0.2 Opening for new windows, remove & replace skykights - CLOUDED Sheets A1 .0-A1 .2 Floor Plans 1 . Exterior Colors & Material Legend - Notes 5, 11 & 13 - NOTES CLOUDED 2. Detail call-out for areas of foundation wall above / below grade 3. Deck Requirements - reflects change from "Trex" to "Evergrain" 4. A1 .0 Added step to meet egress requirements, Light & Ventilation note - CLOUDED 5. A1 .1 added new window 19.OW.1 - CLOUDED 6. A1 .1 removed horizontal mullions - CLOUDED 7. A1 .2 added new windows 19.OW.2 and 18.OW.1 - CLOUDED 8. A1 .2 remove and replace existing skylights - CLOUDED Sheets A2.1-A2.2 Elevations 1 . Exterior Colors & Material Legend - Notes 5, 11 & 13 - NOTES CLOUDED 2. A2.1 removed horizontal mullions - CLOUDED 3. A2.1 added new window 18.OW.1 - CLOUDED 4. A2.1 remove and replace existing skylight - CLOUDED 5. A2.2 removed horizontal mullions - CLOUDED 6. A2.2 remove and replace existing skylight - CLOUDED 7. A2.2 Stucco replaced some siding - CLOUDED 8. A2.2 added new windows 19.OW.1 & 19.OW.2 - CLOUDED Sheets A6.1-A6.5 Details 1 . Detail organization - revised / added details, added notes 2. A6.1 revised deck waterproofing detail -SHEET CLOUDED 3. A6.3 revised details -SHEET CLOUDED 4. A6.4 clarified / consolidated details - SHEET CLOUDED 5. A6.5 added skylight detail -SHEET CLOUDED Sheets A7.1-A7.4 Details 1 . Detail organization, updated window schedules per added / revised windows 2. A7.1 revised / organized details -SHEET CLOUDED 3. A7.3 removed mullions, added windows - CLOUDED 4. A7.4 removed mullions, added windows - CLOUDED Revisions have been clouded with #1 & #2. Structural Sheets S0.0-S 1 .1 1 . S0.0 Added concrete fasteners to General notes 2. SO.1 Revised deck details 3. S1 .1 Added header schedule, added skylight framing details 4. Misc. - Letter w/ additional instructions, details and adjustments per field conditions Please let us know if you need anything further in regards to this permit. Thank you for your time and consideration. Sincerely, Chris Juergens Principal VMDA Monroe & Newell Engineers, Inc. Vail • Denver FIELD REPORT Date: June 3, 2013 Project: # 9020 Project: Potato Patch Location: Vail, CO Weather: Clear, Calm Temp: 55 'at P.M. To: Victor Mark Donaldson Architects 90 Benchmark Road, Suite 207 PO Box 5300 Avon, CO 81620 Attn: Brent Crouch The purpose of this site visit was to observe the site conditions now that demolition and reconstruction has begun. The following was observed: The deck of Unit 19 is near grade such that it is confirmed that framing lumber should be treated. This appears to be the case for most decks. The triangular "bay" on both units 19 and 18 were rotted to the extent that they have been removed. This appears to be the case at other units also. Attached is a framing plan to redo the triangles. The existing wall stud framing of Units 19 and 18 is 2x4 instead of 2x6 as anticipated. Because of this, it is acceptable to revise the new headers from three members to two plus a piece of plywood. The framing to re-support the existing bays at the kitchens should be done per the current plans. Some of these bays are simple span framing as part of the decks and some appear to be continuous. After demolition of the existing decks on units 15, 16, and 17, the existing steel beam blocking is in bad condition and the existing beams are quite rusted. Instead of incurring the cost of removing the existing blocking and cleaning the steel beams with the change that they cannot be re-used, new steel beams of the same size or 3-12" U.L. wood beams should be installed This will also allow the rotted 6x6 wood posts that support the beams to be replaced. www,monroe-newell.coin 1400 Glenarm • Suite 101 • Denver, Colorado 80202 (303) 623-4927 • FAX (303) 623-6602 • email: denver®monroe-newell.com The existing 2x10 framing supporting the kitchen 'bay' of units 15,16,and 17 have been cut off. These units should then be framed similar to Units 18 and 19 with a new header supporting the bay edge supported on triple beams on each side. The header supporting the deck on Unit 16 can be extended past the end of the kitchen 'bay' to allow the triple 2x10 supporting it to frame into the building outside the existing vent. The opposite end of this header will bear on a concrete wall. The condition of the triangular bay on unit 13 and possibly on Unit 11 are such that they will probably need removal and replacement. These should be evaluated further once sheathing is removed On Unit 11, the header above the kitchen bay windows is a double 2x4 flat. This header is not adequate and is deflecting. This header should be replaced with a header of (3)-13/4x5'/2 U.L. Even with the new header the windows should be installed to accommodate 5/8 inch of movement. On Unit 9, the header at the wall for the kitchen window should be (3)-7'/4" U.L. MONROE &NEWELL ENGINEERS, INC. Peter Monroe, P.E. Principal June 6,2013 M&N#9020 2 Monroe & Newell J°B Engineers, Inc. SHEET NC. CF CALCULATED BY � DATE v }1� CHECKED BY DATE SCALE ..- �-, w z Z1�111.1G qu - _ - ' I I � 1 I a4 1 —i— �� . g I I y k E _z r . . Zx �� I—:T , 4 + I ' 11 I i l ' - 1 1 ! ! l I 1 —'r I i r ' 1 ! ( ! 1 h a 7 ! 7� 1 — PRODUCT 204.1(Single Sheets)205-1(Padded)