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Home My WebLink AboutDRB120327y { I Project Name: TIMBER RIDGE BUILDINGS K &L DRB Number: DRB120327 Project Description: REPAIR MODIFICATIONS TO EXISTING DECK WALKWAY STRUCTURE DUE TO WEAR AND TEAR. BUILDINGS K AND L. SAME -FOR -SAME REPAIR AND REPAINT. Participants: OWNER TIMBER RIDGE AFFORDABLE HOUS 07/26/2012 IN CARE OF NAME FINANCE DIRECTOR 75 S FRONTAGE RD W VAIL CO 81657 CONTRACTOR RECONSTRUCTION EXPERTS INC 07/26/2012 DAVE ORNBERG 5310 VIVIAN STREET ARVADA CO 80002 License: C000003273 APPLICANT TIMBER RIDGE AFFORDABLE HOUS 07/26/2012 IN CARE OF NAME FINANCE DIRECTOR 75 S FRONTAGE RD W VAIL CO 81657 Project Address: 1280 N FRONTAGE RD W VAIL Phone: 303-783-2562 Location: BUILDINGS K AND L. Legal Description: Lot: C -1, Block: A TO Subdivision: LION'S RIDGE FIL. 1 Parcel Number: 2103 - 121 - 0500 -8 Comments: See conditions BOARD /STAFF ACTION Motion By: Action: STAFFAPP Second By: Vote: Date of Approval: 07/31/2012 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and /or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12 -3 -3: APPEALS. Cond: 202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: Warren Campbell DRB Fee Paid: $250.00 TOWN OF VAI JUL 2 4 201 TOWN OF VAIL Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970479 -2128 www.vailgov.com Development Review Coordinator Application for Design Review Minor Exterior Alteration General Information: This application is required for all proposals involving minor changes to buildings and site improve- ments, such as roofing, painting, window additions, landscaping, fences, retaining walls, etc. Applicable Vail Town Code sections can be found at www.vailgov.com under Vail Information — Town Code Online. All projects requiring de- sign review must receive approval prior to submitting a building permit application. An application for Design Review cannot be accepted until all required information is received by the Community Development Department, as outlined in the submittal requirements. The project may also need to be reviewed by the Town Council and /or the Planning and Environmental Commission. Design review approval expires one year from the date of approval, unless a building per- mit is issued and construction commences. FeR Fee: $250 r Multi - Family /Commercial !7" for Single Family /Duplex Single Family _❑� Duplex Multi - Family ❑ Commercial Description of the Request: qtr e t)& c eo&ks y eKt 5nk� oxa- tk�Ak1�W'^'k-- Ser J c �C(► NJ C kv WPA\r i kArA,l-- b %)tk .kAe, 14 �� L, Physical Address: 1Z O /V lkl . Vk,( I(Cj . f3( (oS-7 Parcel Number: Zj D 1 L \bSUDg (Contact Eagle Co. Assessor at 970 - 328 -8640 for parcel no.) tAo/),j R.Ajp, F�IINS 1 QiDIX Property Owner: 1 Ak �k t Z)Kb (_ 4m)"J( UL_(1 . �' 1- S Mailing Address: MtQ N oa.�g t�k W, u'J, W. 6[65"1 ..Owner's Signature: Phone: Al - ylt< - fob S1 r a5 4�c v Primary Contact/ Owner Representative: ('kr ,S fi�t�Ylr�� iDrJ Mailing Address: LObb 0 C"n'� eo k Lo • �C A (,D• luo. Phone: q10-411P-05i E -Mail: C�� S ��+� +n4�o�► Q(or�nnrc,��t fie. Fax: CiTb tilb - 2F333 how. For Office Use Only: Cash_ CC: Visa / MC Last 4 CC # Exp. Date: Auth # Check # Fee Paid: IdA I V6 0 Received From: Meeting Date: DRB No.: Planner: Project No: Zoning: Land Use: Location of the Proposal: Lot: ` S Block: Subdivision: L1pA)1S 'Rt f'A E 5VlL.JMQ TOWN OF VAIL JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER The applicant must submit written joint property owner approval for applications affecting shared ownership properties such as duplex, condominium, and multi- tenant buildings. This form, or similar written correspondence, must be com- pleted by the adjoining duplex unit owner or the authorized agent of the home owner's association in the case of a con- dominium or multi- tenant building. All completed forms must be submitted with the applicants completed application. I, (print name) 0 q'�_] S at Ai 6-M&) , a joint owner, or authority of the association, of property located at 1 t60 N f2� provide this letter as written approval of the plans dated i ? `l l z which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address not- ed above. I understand that the proposed improvements include: car �s•%anS A4 A C1ciShr�ti �� w�11Gw�t ��L%J �� E Additionally, please check the statement below which is most applicable to you: I understand that minor modifications may be made to the plans over the course of the review process to ensure compli- ance ith he Town's applicable codes and regulations. (Initial here) I understand that all modifications, minor or otherwise, which are made to the plans over the course of the review pro- cess, be brought to my attention by the applicant for additional approval before undergoing further review by the Town. (Initial here) Property Information Property Address U160 /J 9 . (, i k4"' 1 (C - bS Parcel # 0 b Legal Description L\on15 �� 1 `un1 1 30C— L LD� 1 -Lj Development Site Area sq ft Primary sq ft acres buildable sq ft Secondary sq ft Zone District / SDD # Hazard Zones Sections 12 -21 & 14 -7 SnowAvolonche ❑ High Severity Moderate Severity E] N /A Debris Flow Flow ❑ High g ❑Moderate Flow []High Avalanche N/A Rock fall E] High Severity Medium Severity []N/A Excessive Slopes E] >_30% ❑ N/A Floodploin I E] 100 year flood plain ❑ Floodway [] Wetlands E] N/A Creeks, Streams Section 12 -14 -17 Gore Creek ❑ on site ❑ adjacent to site ❑ N/A Other tributary: Don site E] adjacent to site ❑ N/A Project Information Project Description Development Standards Allowed Existing Proposed Gross Residential Floor Area (maximum) Chapter 12 -15 Primary sq ft Secondary sq ft EHU sq ft TOTAL sq ft [1250 Addition o Interior Conversion Credits: Setbacks (minimum) Section 14 -10 -4 Front ft Side ft Side ft Rear ft Watercourse ft Site Coverage (maximum) see definition Section 12 -2 -2 Building Height (maximum) see definition Section 12 -2 -2 Sloping ft Flat ft Landscaping See definition Section 14 -2 -1 Section 14 -10 -8 Softscape sq ft Hardscape sq ft TOTAL sq ft Driveway Sections 14 -3 -1 & 14 -3 -2 Max Curb -cuts Max Grade @ cen- terline Min Width Heated drive? D Yes E]No E]Yes EiNo Snow Storage Parking Sections 12 -10 & 14 -5 #Enclosed Spaces #Unenclosed TOTAL Outdoor Lighting (maximum) Section 14 -10 -7 # fixtures 3 Bounkal Ham AND SHRUBS EXISTM TREES • -./� a� PROPOSED LANDSCAPING Common Name Quanti Size Minimum Requirements for Landscaping: Deciduous Trees — 2" Caliper Coniferous Trees — 6' in height Shrubs — 5 Gal. Type Sgua m F00we GROUND COVER SOD SEED IRRIGATION TYPE OF EROSION CONTROL Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.) I Buildina Materials Roof Siding Other Wall Materials Fascia Soffits Windows Window Trim Doors Door Trim Hand or Deck Rails Flues Flashing Chimneys Trash Enclosures Greenhouses Retaining Walls Exterior Lighting Other PROPOSED MATERIALS Type of Material i(,G%Ure- '(' CAI eA 000v Notes: Please specify the manufacturer's name, the color name and numbe 36r► )C, ,",j iv---,-( 1- 6C6r_v-I ( NZ Color _ . M a Vol,b I�LD&. L, �MOIA 1 • SECTION 1 - GENERAL REQUIREMENTS BUILDING JURISDICTION: TOWN OF VAIL, CO JURISDICTION'S ADOPTED CODE: IBC /IRC 2009 BUILDING DESIGN LOADS: DECK LIVE LOAD: 100 PSF DECK DEAD LOAD: 15 PSF WIND DESIGN: 90 MPH, EXP. B SEISMIC DESIGN CATEGORY: C 1. DEFINITIONS: A. ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO'ENGINEER' MEAN THE STRUCTURAL ENGINEER OF RECORD ( SER) . OTHER ENTITIES ARE SPECIFICALLY NOTED AS "CONTRACTOR'S ENGINEER ", "MECHANICAL ENGINEER ", ETC. 2. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERRED TO FOR ADDITIONAL REQUIREMENTS. 3. UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES, AND NOTIFY ENGINEER OF EXISTING UTILITIES OR SUB GRADE CONDITIONS WHICH INTERFERE WITH WORK, 4. EXISTING STRUCTURES: A. CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. B. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION ( DISCOVERY) . C. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES INCLUDE: • SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN. • DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS. • CONDITIONS OF INSTABILITY OR LACK OF SUPPORT. • CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE CONSTRUCTION AND CONTINGENCY FEE SCHEDULES. 5. USE OF DRAWINGS: A. DO NOT SCALE DRAWINGS. B. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN, DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS, WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT OR STANDARD CONSTRUCTION PRACTICES. 6. TEMPORARY CONDITIONS: A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND /OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND /OR SEQUENCES. CONTRACTOR'S CONSTRUCTION AND /OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. B. FOUNDATION WALLS SHALL NOT BE BACK FILLED UNTIL THE SLABS -ON -GRADE AND UPPER SLABS ARE IN PLACE AND REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED. PROVIDE FREE DRAINING BACK FILL ADJACENT TO FOUNDATION WALLS. USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS. 7. SUBMITTALS AND SUBSTITUTIONS: A. SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE ARCHITECT AND DESIGNED BY THE SER. B. CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS. C. SUBSTITUTIONS: ENGINEERS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS, D. NONCONFORMANCE: NOTIFY ENGINEER OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT /OWNER/BUILDER FOR ACCEPTANCE. 8. OSHA STANDARDS: A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. B. THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, STIFFENERS, PLATES, STABILIZERS, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, ETC., AS WALL AS CLOSURES FOR OPENINGS. IN ADDITION, FIELD WELD ANYTHING THAT MY BE CONSIDERED A TRIP HAZARD, SUCH AS SHEAR STUDS, AFTER PROTECTIVE DECKING IS INSTALLED. C. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITION ONLY; THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING AS MAY BE NECESSARY TO COMPLY WITH OSHA. 9. COORDINATION: A. STRUCTURAL DRAWINGS ARE NOT STAND -ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. B. ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER DISCIPLINES, PROJECT SHOP DRAWINGS, AND FIELD CONDITIONS PRIOR TO SHOP DRAWING SUBMITTAL. SECTION 2 - WOOD 1. ENGINEERED LUMBER SIZES (MICROLAM, PARALAM, TIMBERSTRAND, AND FABRICATED MEMBER SIZES) SHOWN ARE NET: OTHER MEMBER SIZES ARE NOMINAL. A. ALL COMPOSITE LAMINATED VENEER LUMBER (LVQ TO HAVE A MINIMUM ALLOWABLE BENDING. STRESS OF 2800 PSI (2800Fb) AND MODULUS OF ELASTICITY OF 1,900,000 PSI (1.9E) PER ICC /ICBO ES 4979. B. ALL COMPOSITE PARALLEL STRAND LUMBER (PSL) TO HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 2850 PSI (2850Fb) AND MODULUS OF ELASTICITY OF 2,000,000 PSI (2.0E) PER ICC /ICBO ES 4979. C. MULTIPLE PLY MEMBERS TO BE NAILED TOGETHER USING 3 ROWS OF 16d COMMON WIRE NAILS SPACED AT 16" O/C ( U.O.N.) D. COMPOSITE LAMINATED STRAND LUMBER (LSL) IS MANUFACTURED BY TRUS JOIST AND SHOULD BEAR THE LABEL OF "STRANDGARD" OR "TI MBERSTAN D" WITH A MINIMUM MODULUS OF ELASTICITY OF 1,300,000 PSI (1.3E) PER ICC /ICBO ES 4979. 2. FRAMING LUMBER DRY (19% MAXIMUM MOISTURE CONTENT AT TIME OF INSTALLATION) SHALL BE SHOWN BELOW WITH MINIMUM DESIGN VALUES BASED ON THE 2005 NDS, UNLESS OTHERWISE NOTED. A. EXTERIOR STUDS: DF NO.2 OR BETTER B. LOAD BEARING STUDS (AND COLUMNS ASSEMBLED FROM STUDS) : DF NO.2 OR BETTER C. NON -LOAD BEARING INTERIOR STUDS: DF STUD OR BETTER D. HEADERS AT TYPICAL OPENINGS: DF NO.2 OR BETTER E. 2 "-4" NOMINAL MEMBERS: DF NO.2 OR BETTER F. 5" NOMINAL AND LARGER MEMBERS: DF NO.1 OR BETTER 3. NAILING: A. UNLESS NOTHED OTHERWISE ON THE DRAWINGS, PROVIDE BOX NAILS WITH SIZES SHOWN ON THE DRAWINGS. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH THE NAILING SCHEDULE PER IBC2009 TABLE 2304.9.1 UNLESS NOTED OTHERWISE ON DRAWINGS. ri REPLACR DA 4ACTP.D 1 1/2" = P-0" 6X6 PUuSTPER PLAN 0 M • DAMAGED 6X6 POST TO BE REPLACED ABA66 POST BASE - USE LEVELING GROUT AS REQUIRED, 5/8" DIA x 6" THREADED ROD STET IN HILTI HY -150 EPDXY OR EQUIVALENT. MIN 4" EMBED. I U2" =1`-Q" -CENSPACE, LLC 11332 OSWEGO STREET i � i :i•� 1 PHONE: ( 303) 655 -9118 FAX: ( 303) 655 -9116 WWW.Censpace.com TIMBER CO 1280 N. Frontage Road 81657 COPYRIGHT @ 2012 CENSPACE, LLC: ALL RIGHTS RESERVED. THE INFORMATION DEPICTED ON THIS SHEET IS THE SOLE PROPERTY OF CENSPACE, LLC AND NO PART OF THIS INFORMATION MAY BE REPRODUCED IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF CENSPACE, LLC PROFESSIONAL SEAL: 1, *mkk I ` i 12" x 12" SQUARE ^ . i ( i I { CONC CASSION I L L L (Typ) L L BUILDING "L" - EAST ELEVATION NOTES: CONTRACTOR TO VERIFY ALL DIMENSIONS. SCALE: 1/4"= 1'-V ROOF LEVEL 3RD FLOOR LEVEL 2ND FLOOR LEVEL GROUND FLOOR LEVEL BUILDING "L" - 3RD FLOOR DECK. FRAMING (PARTIAL PLAN} BUILDING "K" - 3RD FLOOR DECK FRAMING (PARTIAL PLC NOTES: CONTRACTOR TO VERIFY ALL DIMENSIONS. SCALE: 114"= V-0" NOTES: CONTRACTOR TO VERIFY ALL DIMENSIONS. SCALE: 1/4" = 1'-0" BUILDING "L" - 2ND FLOOR DECK FRAMING (PARTIAL PLAN) BUILDING "K" - 2ND FLOOR DECK FRANnNG PARTIAL PLAN) NOTES: CONTRACTOR TO VERIFY ALL DIMENSIONS. SCALE: 114"= i' -0" NOTES: CONTRACTOR TO VERIFY ALL DIMENSIONS. SCALE: 1(4" =1'-4" 1. PROVIDE 6X6 BEAMS UNDER DECK JOISTS WITH 6X6 POSTS AT 8' -0" O.C. (MAX.) FOR SHORING. BLOCK SOLID THROUGH DECK FRAMING. 2. REMOVE AND REPLACE DAMAGED 2XI2 RIM BOARD AND /OR 2X10 LEDGER SECTIONS SHOWN HATCHED. NAIL EACH MEMBER TOGETHER WITH FOUR ROWS OF 10d NAILS AT 16" O /C. STAGGER NAILS EVENLY BETWEEN EACH PLY. 3. REPLACE DAMAGED 2X10 JOISTS SHOWN HATCHED. 4. REPLACE FIRST THREE COURSES OF T &G DECKING AS INDICATED. 5. REPLACE DAMAGED 6X6 POSTS AS INDICATED. 6. REATTACH AND /OR REPLACE DAMAGED PORTIONS OF HANDRAIL. 7. ENSURE EACH END OF EACK JOIST IS ATTACHED TO SUPPORTING FRAMING WITH SIMPSON LU26 (SINGLE JOIST) OR LU26 -2 (DOUBLE JOIST) PER MANUFACTURER'S SPECIFICATIONS. 8. REMOVE SHORING AFTER FRAMING IS IN PLACE AND FULLY SECURED. NOTES: (E) = EXISTING, (N} = NEW ALL DAMAGED MEMBERS TO BE REPLACED WITH TREATED LUMBER. REFER TO SHEET SG.1 FOR ALL OTHER LUMBER SPECIFICATIONS. C- CENSPACE, LLC STRUCTURAL ENGINEERING 11332 OSWEGO STREET HENDERSON, CO 80644 PHONE: ( 303) 655 -9118 FAX: ( 303) 655 -9116 www.censpace.com TIMBER RIDGE DECK REPAIR 80 Frontage lord Vail, 81657 i!! E, @ 2012 CENSPACE, LLC: ALL RIGHTS RESERVED. THE INFORMATION DEPICTED ON THIS SHEET IS THE SOLE PROPERTY OF CENSPACE, LLC AND NO PART OF THIS INFORMATION MAY BE REPRODUCED IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF CENSPACE, LLC i DECK FRAMING PLAN