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Home My WebLink AboutB18-0065_Approved Plans_1523999252.pdf3435 37 1 23 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 202122 2324 2526 2728 2930 3132 33 36384FRONT AGE ROA DI-70G ORE CREE K PLA CI D DRI VE GORE CREEK DRIVE POOL HOUSE POOL OWNER ARCHITECT STRUCTURAL ENGINEER EWERS ARCHITECTURE 1420 Washington Avenue Golden, CO 80401 phone 303.271.0977 e-mail peter@ewersarchitecture.com website www.ewersarchitecture.com contact PETER J. EWERS, AIA, LEED AP BD+C JEFF BERGERON PTARMIGAN TOWNHOMES HOMEOWNERS ASSOCIATION MANAGED BY: VAIL MANAGEMENT COMPANY contact STEVE MACDONALD phone 970.390.0230 email smacvail@gmail.com VERADYN phone 720.612.7553 e-mail dustin@veradyn.com contact DUSTIN RANDLE, PE PROJECT TEAM DRAWING INDEX A.1 SITE PLAN, PROJECT INFORMATION A.2 EXTERIOR ELEVATIONS, 3-DIMENSIONAL VIEWS A.3 DETAILS S0.1 STRUCTURAL DETAILS GENERAL NOTES 1. CONTRACTOR SHALL NOT SCALE DRAWINGS EXCEPT FOR ESTIMATING PURPOSES. 2. THESE DRAWINGS HAVE BEEN PREPARED BASED UPON COMPUTER BASED DRAWINGS PROVIDED BY THE OWNER. 3. PRIOR TO BIDDING THE WORK, CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. 4. IN AREAS WHERE CONSTRUCTION RELIES ON ACCURATE DIMENSIONS CONTRACTOR SHALL MEASURE EXISTING SITE CONDITIONS, AND NOT RELY ON DIMENSIONS SHOWN ON THESE DRAWINGS. 5. ANY DIMENSIONAL DIFFERENCES BETWEEN THE DRAWINGS AND THE ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 6. ANY DISCREPANCY BETWEEN THE ARCHITECT AND ENGINEERS' DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION. 7. WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER. SOME WORK MAY BE REQUIRED TO BE PHASED, OR WORK PERFORMED AFTER REGULAR BUSINESS HOURS, IN ORDER TO MAINTAIN TENANT ACCESS TO PORTIONS OF THE BUILDING. 8. CONTRACTOR SHALL MAINTAIN A CLEAN WORK SITE. 9. CONTRACTOR SHALL RECYCLE ALL JOBSITE WASTE TO THE EXTENT PRACTICABLE, INCLUDING: A. CARDBOARD, PAPER B. CONCRETE, ASPHALT C. WOOD SCRAPS NOT CONTAMINATED WITH PAINT, ADHESIVES, ETC D. ANY RE-USABLE ITEMS SUCH AS DOORS, LIGHT FIXTURES 10. ANY HAZARDOUS ITEMS SHALL BE DISPOSED OF PROPERLY, SUCH AS FLUORESCENT BULBS, BATTERIES, UNUSED PAINT, ETC. 11. CONTRACTOR SHALL CONDUCT ASBESTOS AND LEAD PAINT TESTING AS REQUIRED BY LAW. 12. THESE DRAWINGS DO NOT INCLUDE ALL ITEMS, MATERIALS AND METHODS REQUIRED FOR A COMLPETE INSTALLATION. THESE DRAWINGS SHOW THE PRIMARY DESIGN INTENT AND SCOPE OF WORK, MAJOR ELEMENTS, DIMENSIONS, ETC. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETE INSTALLATION OF ALL WORK. NO ADJUSTMENT SHALL BE MADE TO THE SCHEDULE OR COST OF THE PROJECT FOR FAILURE TO INCLUDE ANY PORTION OF THE WORK WHICH COULD BE REASONABLY INFERRED FROM THESE DOCUMENTS. MATERIALS AND CONSTRUCTION NOTES 1. ALL NEW MATERIALS, FINISHES, COLORS, TEXTURES AND CONSTRUCTION SHALL EXACTLY MATCH EXISTING CONSTRUCTION OF ADJACENT MATERIALS UNLESS OTHERWISE NOTED IN THESE DRAWINGS. 2. SUBMIT PRODUCT DATA, SHOP DRAWINGS, SCHEDULES, AND SAMPLES TO THE ARCHITECT FOR REVIEW BEFORE PROCURING OR INSTALLING ANY MATERIALS. 3. ALL SUBMITTALS EXCEPT ACTUAL SAMPLES AND COLOR CHIPS SHALL BE TRANSMITTED ELECTRONICALLY. 4. SUBMIT LIST OF PROPOSED SUBMITTALS TO THE ARCHITECT BEFORE COMMENCING ANY WORK. STANDARD CONSTRUCTION MATERIALS SUCH AS GYPSUM BOARD, METAL STUDS, FASTENERS, ETC DO NOT REQUIRE A SUBMITTAL. 5. ALL COLORS AND FINAL PRODUCT SELECTION SHALL BE MADE FROM THE MANUFACTURER'S STANDARD LINE UNLESS OTHERWISE NOTED. 6. ALL WORK SHALL BE PERFORMED TO BEST PRACTICES AS RECOGNIZED BY INDUSTRY STANDARDS OR BETTER. 7. ALL MANUFACTURED PRODUCTS OR SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, INCLUDING BUT NOT LIMITED TO: CERTIFICATION OF INSTALLERS, PERFORMANCE OF SPECIAL INSPECTIONS, AND THE LIKE. 8. ANY PRODUCTS CONTAINING HIGH LEVELS OF VOCS (VOLATILE ORGANIC COMPOUNDS) SHALL BE AVOIDED WHERE PRACTICABLE. PAINT, COATINGS AND ADHESIVES SHALL BE VOC-FREE IF THESE PRODUCTS ARE READILY AVAILABLE. 9. ALL SURFACES WITHIN THE AREA OF WORK SHALL BE PATCHED AND REFINISHED AS REQUIRED TO APPEAR NEW. SPECIFICATIONS 1. Existing roof shall remain in place, with the new roof being placed over the top of the existing roof. Contractor shall remove all gravel from existing roof before overlaying new roof system. 2. New roof system shall include: a. Nailbase (3 1/2 rigid EPS (expanded polystyrene) bonded to ½ OSB) with an R-value of not less than 10. Attach through existing roof and insulation into 3x10 beams using ledger locks as shown on the detail. b. Fully adhered membrane (Ice & Water Shield). c. Asphalt shingles. Owens Corning Duration Storm impact resistant shingles, or approved equal. 3. Sidewall flashing: a. Sidewall flashing at CMU fire walls shall be removed and replaced with prefinished metal flashing as shown on the detail. 4. Gutters shall be new 5 K-type continuous gutters with no splice joints, prefinished metal in a color selected from the standard line of colors. New gutter outlets will match the existing style, with a short vertical section and a 45-degree outlet directing the water away from the building. Verify location of all outlets with architect. 5. Heat tape: Existing heat tape in gutters and downspouts shall be salvaged and reused where possible. Provide new heat tape for any locations where existing tape is damaged. 6. Tie Off Anchors: Place tie-off anchors at top edge of roof for use by workers removing snow from the roofs. Install galvanized or stainless steel lag screw eye with 1 min interior diameter, at 12-feet on center maximum spacing, located on back side (north and east sides) of roof within 24 of ridge. Provide blocking in nailbase to secure lag screw eye. 7. Skylights: Existing skylights shall be maintained. Raise skylights as required to ensure 8 minimum from roof surface to top of skylight curb. Install prefinished metal flashing from top of curb to roof surface. Interior face of skylight curb shall match existing. 8. Contractor is to secure all permits, inspections, and the like. 9. Contractor shall provide the following documentation to the architect: a. Submittal documentation for all materials to be used in the project b. Subcontractor list stating name and contact information for each subcontractor, and the portion of the work performed by that subcontractor c. Warranty information 10. All paint shall be water-based, zero-VOC paint, Benjamin Moore Eco-Spec or approved equal. Provide primer plus two finish coats. Satin finish. SUBMITTALS REQUIRED TO ARCHITECT THE ARCHITECT REQUIRES THE CONTRACTOR TO PROVIDE THE OPPORTUNITY TO REVIEW THE FOLLOWING SUBMITTALS BEFORE THE CONTRACTOR COMMENCES WITH FABRICATION OR ORDERING. OTHER SUBMITTALS MAY BE REQUIRED AT THE OWNER'S DISCRETION. THE ARCHITECT WILL MAKE EVERY EFFORT TO REVIEW SUBMITTALS IN A TIMELY MANNER, AND WILL EXPEDITE WHERE POSSIBLE. THE CONTRACTOR SHOULD ALLOW ONE WEEK FOR EACH SUBMITTAL. 1. SHOP DRAWINGS FOR ENGINEERED TRUSSES OR ANY OTHER FABRICATED ITEM. THESE DRAWINGS MUST INCLUDE FULL DIMENSIONS, CALCULATIONS, MATERIALS OR FINISHES (WHERE APPROPRIATE), OR ANY OTHER BASIS FOR HOW THE FINAL DESIGN WAS DETERMINED. 2. DOOR AND WINDOW ORDERS, INCLUDING MANUFACTURER AND SERIES, SIZES, MATERIALS, GLAZING TYPE, U-VALUES, SHGC VALUES, FINISHES, AND DETAIL DRAWINGS OF THE SHAPE OF ALL STILES, RAILS, EXTRUSIONS, ETC. INCLUDE CLEAR NOTATIONS FOR LOCATIONS OF TEMPERED GLAZING AND EGRESS WINDOWS. 0' 20' 40' 80' 160' STREET ADDRESS: 1975 PLACID DRIVE VAIL, CO 81657 LEGAL DESCRIPTION: LOCATED IN SECTION 11, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE SIXTH PRINCIPAL MERIDIAN, EAGLE COUNTY, COLORADO SITE INFORMATION BUILDING CODE INFORMATION BUILDING CODE: 2015 INTERNATIONAL RESIDENTIAL CODE 5BCLIMATE ZONE: ZONING INFORMATION RESIDENTIAL CLUSTER (RC)ZONE DISTRICT: SCALE PROJECT NUMBER DRAWN BY DATE REVISIONS CHECKED BY COPYRIGHT 2018 EWERS ARCHITECTURE PCstructural engineerVERADYNAs indicated P:\EA\1532-Ptarmigan Townhomes Facelift\Dwgs\1532-CD5.rvt3/14/2018 3:21:33 PMSITE PLAN, PROJECT INFORMATIONPTARMIGAN TOWNHOMES1 9 7 5 P L A C I D D R I V E V A I L C O L O R A D O1532 JCB 03.12.18 PJE A.1 CONSTRUCTION DOCUMENTS 1" = 40'-0" 1 SITE PLAN NORTH P T A R M I G A N T O W N H O M E S R O O F I N G R E P L A C E M E N T P L A C I D D R I V E - V A I L - C O L O R A D O SHINGLE ROOFING OWENS CORNING TRU DEFINITION -DURATION STORM 'TEAK' FINISH FLASHING AND GUTTERS BERRIDGE METALS 'DARK BRONZE' FINISH FASCIA AND TRIM COLOR MATCH EXISTING BENJAMIN MOORE CUSTOM COLOR W103 -4X Y3 2x 8.0 S1 7x 16.0 W1 1x 16.0 R3 0x 26.0 EXTERIOR MATERIALS EXISTING BALLUST ROOF TO BE REMOVED 04/17/18 4 A.3 NEW PARAPET WALL CAPS PER DETAIL. 3" 12" NEW FIBER CEMENT STEPPED FASCIA (PAINT). 3 A.3 EXISTING SKYLIGHT TO BE RAISED AS NEEDED TO MAINTAIN 8" CURB. NEW ROOFING PER DETAILS AND SPECIFICATIONS. NEW FASCIA AND GUTTERS. SEE DETAIL. NO WORK ON EXISTING EXTERIOR WALLS. 1 A.3 2 A.3 NEW PREFINISHED METAL PARAPET CAP TO REPLACE EXST TILE CAP. 3 A.3 1 A.3 NO WORK ON EXISTING WALLS. NEW ROOFING AND FASCIA PER DETAILS. EXISTING SKYLIGHT TO BE RAISED AS NEEDED TO MAINTAIN 8" CURB. 39'-4" 8" 37'-8" 8" 39'-4"5'-8"5'-10" 42'-0" 3" / 12"3" / 12" 3" / 12"3" / 12" 3" / 12"3" / 12" 14'-7" 8'-6" 16'-3"14'-7" 8'-6" 14'-7" 16'-3" 8'-6" 14'-7" NEW FASCIA AND GUTTERS. SEE DETAIL.ROOF PLAN NOTES: CONTRACTOR TO FIELD VERIFY EXISTING ROOF DIMENSIONS AND CONDITIONS PRIOR TO COMMENCEMENT OF WORK. SCALE PROJECT NUMBER DRAWN BY DATE REVISIONS CHECKED BY COPYRIGHT 2018 EWERS ARCHITECTURE PCstructural engineerVERADYN 1/8" = 1'-0"P:\EA\1532-Ptarmigan Townhomes Facelift\Dwgs\1532-CD5.rvt3/14/2018 3:21:38 PMEXTERIOR ELEVATIONS 3-DIMENSIONAL VIEWSPTARMIGAN TOWNHOMES1 9 7 5 P L A C I D D R I V E V A I L C O L O R A D O1532 JCB 03.12.18 PJE A.2 CONSTRUCTION DOCUMENTS 1/8" = 1'-0" 6 TYPICAL SIDE ELEVATION 4 AERIAL VIEW FROM REAR - PROPOSED 1/8" = 1'-0" 2 TYPICAL REAR ELEVATION 1/8" = 1'-0" 1 TYPICAL FRONT ELEVATION 1/8" = 1'-0" 3 TYPICAL ROOF PLAN 5 AERIAL VIEW FROM REAR - EXISTING GRANULAR BALLAST ON ROLLED ROOFING. CERAMIC TILE CAP AT DEMISING WALLS METAL DRIP EDGE, METAL GUTTER, PAINTED WOOD FASCIA NEW ASPHALT SHINGLES OVER IMPROVED STRUCTURE AND ADDED INSULATION. NEW PREFINISHED METAL CAP AT DEMISING WALLS NEW PREFINISHED METAL GUTTER, STEPPED FIBER CEMENT FASCIA (PAINT). 04/17/18 9 1/4" ±9 1/4" ±(E) 3x10 RAFTERS (E) 2x T&G (E) 2x12 SUB FASCIA. NAIL BASE (2) LAYERS FULLY ADHERED MEMBRANE 2x WOOD BLOCKING ASPHALT SHINGLES 5/4" FIBER CEMENT FASCIA. PAINT. NEW 5/4" x 8" FIBER CEMENT FASCIA. PAINT. METAL DRIP EDGE (E) 3 1/2" POLYISO (E) 1/2" PERLITE BOARD (E) 3 LAYER ASPHALT B.U.R. 5" PREFINISHED SEAMLESS METAL GUTTER HEAT TAPE. ROUTE THROUGH FASCIA AS SHOWN, TO EXST OUTLET IN SOFFIT. OMIT BLOCKING TO CREATE 4" GAP TO ROUTE TAPE. NEW 2X SOLID TREATED WOOD SUB FASCIA1'-0 3/8" +/-6 1/2" 8"TO ELEC OUTLET NOTE: AT RAKE EDGE OF ROOF, FASCIA SHALL MATCH THIS DETAIL (WITH NO GUTTER). 3" 12" 3/4" COUNTERSUNK LAG BOLT @ 24" O.C. 2'-0" 3/4" COUNTERSUNK LAG BOLT @ 24" O.C.1/2"3 1/2"3/4" DIA x 12" COUNTERSUNK LAG BOLT @ 24" O.C. (E) 3x10 RAFTERS (CONTRACTOR TO FIELD VERIFY SPACING) (E) NAILBASE TO REMAIN NEW 4x4 @ 56" OC , CENTERED OVER TOP OF EVERY EXISTING ROOF RAFTER (CONTRACTOR TO FIELD VERIFY), TO PROVIDE ADDITIONAL STRUCTURAL SUPPORT TO ROOF, PER STRUCTURAL ENGINEER'S REPORT. NEW NAILBASE (E) 2x TONGUE & GROOVE ROOF STRUCTURE3 1/2"8" MIN.EXISTING SKYLIGHT REMOVED AND REPLACED AS NEEDED. PREFINISHED METAL FLASHING WITH NO EXPOSED FASTENERS. LAP OVER TOP OF CURB WITH BENT LEG AT TOP, AS SHOWN. GALVANIZED METAL CLIP TO HOLD BASE OF METAL FLASHING. FULLY ADHERED FLEXIBLE MEMBRANE FLASHING SHOWN DASHED. CARRY OVER TOP OF CURB AS SHOWN. INSULATED CURB. RAISE EXST CURB AS NEEDED TO ENSURE 8" MIN HEIGHT FROM SURFACE OF ROOF TO TOP OF CURB. EXTEND INTERIOR FINISH TO TOP OF CURB. MATCH EXISTING FINISH. PREFINISHED 20GA METAL FLASHING WITH 4" VERTICAL AND 2" HORIZONTAL LEGS. FASTEN AT VERTICAL LEG ONLY. 3/4" COUNTERSUNK LAG BOLT @ 24" O.C. (E) 3x10 RAFTERS (E) 2x T&G (E) 3 1/2" POLYISO (E) 1/2" PERLITE BOARD (E) 3 LAYER ASPHALT B.U.R. NEW NAIL BASE (2) LAYERS FULLY ADHERED MEMBRANE SHOWN DASHED. CARRY 8" UP PARAPET WALL. ASPHALT SHINGLES REMOVE EXST TILE CAP AND REPLACE WITH NEW PREFINISHED METAL PARAPET WALL CAP. 20 GAGE METAL. GALVANIZED CLIP TO HIDE FASTENERS, ON WEST AND SOUTH SIDES OF WALL. EXPOSED FASTENERS ON NORTH AND EAST SIDES ONLY. PAINT HEAD TO MATCH METAL CAP. TREATED 2x WOOD BLOCKING. TRIM TO MATCH WIDTH OF WALL. ATTACH TO CMU WALL WITH 5" x 3/8" LAG BOLTS SET IN EPOXY-FILLED HOLE @ 24" OC. STAGGER BOLTS TO KEEP WOOD FROM WARPING. FILL TOP 12" OF CMU WITH CONCRETE AS REQUIRED TO CREATE SOLID ATTACHMENT FOR BOLTS.8" MINEXST CMU WALL WITH STUCCO FINISH TO REMAIN. CONTINUOUS RECESS CUT INTO EXST CMU WALL TO ALLOW CLEAN TOP OF FLASHING. SLOPE RECESS TO DRAIN AS SHOWN. PREFINISHED 20GA METAL FLASHING, CONTINUOUS. HEM ALL EXPOSED EDGES. SET INTO SEALANT TO COMPLETELY FILL THE RECESS. BOTTOM OF FLASHING TO BE 1" MAX FROM SURFACE OF SHINGLES. PREFINISHED 20GA METAL FLASHING, 4" VERTICAL, 2" HORIZONTAL LEGS. 3/4" COUNTERSUNK LAG BOLT @ 24" O.C.1/2"3 1/2"SCALE PROJECT NUMBER DRAWN BY DATE REVISIONS CHECKED BY COPYRIGHT 2018 EWERS ARCHITECTURE PCstructural engineerVERADYN 3" = 1'-0"P:\EA\1532-Ptarmigan Townhomes Facelift\Dwgs\1532-CD5.rvt3/14/2018 3:21:40 PMDETAILSPTARMIGAN TOWNHOMES1 9 7 5 P L A C I D D R I V E V A I L C O L O R A D O1532 JCB 03.12.18 PJE A.3 CONSTRUCTION DOCUMENTS 3" = 1'-0" 1 TYPICAL FASCIA DETAILEXISTING > < NEW 3" = 1'-0" 2 STRUCTURAL UPGRADE DETAIL AT EXISTING RAFTERS 3" = 1'-0" 3 SKYLIGHT DETAIL 3" = 1'-0" 4 PARAPET DETAIL EXISTING > < NEWEXISTING > < NEWEXISTING > < NEW04/17/18 NEW INSULLATION REF. ARCH. (E) 1/2" PERLITE BOARD (E) 3-1/2" POLYISO INSULATION PRE-DRILL EXISTING JOIST AND TONGUE AND GROOVE FOR LAG BOLT INSTALLATION INSTALL LAYER ROOFING TAR PAPER 3/4" COUNTERSUNK LAG BOLT @ 24" O.C. 1/2" STRUCTURAL OSB 8D COMMON NAIL ALTERNATE SIDE E.O. NAIL 6" O.C. @ EDGES 12"O.C. @ INTERMEDIATE SUPPORTS 4x4 S.P. #2 ALIGN WITH EXISTING RAFTER (E) 2X TONGUE AND GROOVE (E) 3x10 RAFTER 48" O.C. (2) 2X BLOCKING PRE-DRILL FOR LAG BOLT INSTALLATION 2X SUB FASCIA (E) 2X SUB FASCIA (E) 1/2" PERLITE BOARD (E) 3-1/2" POLYISO INSULATION PRE-DRILL EXISTING JOIST AND TONGUE AND GROOVE FOR LAG BOLT INSTALLATION INSTALL LAYER ROOFING TAR PAPER3/4" COUNTERSUNK LAG BOLT @ 24" O.C. 1/2" STRUCTURAL OSB 8D COMMON NAIL ALTERNATE SIDE E.O. NAIL 6" O.C. @ EDGES 12"O.C. @ INTERMEDIATE SUPPORTS 4x4 S.P. #2 ALIGN WITH EXISTING RAFTER (E) 2X TONGUE AND GROOVE (E) 3x10 RAFTER 48" O.C. D 0.0 1 ROOF STRUCTURE SECTION DETAIL SCALE 3"= 1' D 0.0 2 ROOF STRUCTURE SECTION DETAIL SCALE 1 1/2"= 1' NOTE: STRUCTURAL ENGINEER TO INSPECT AS BUILTS 1975 PLACID DR.VAIL, CO 81657PTARMIGAN TOWNHOMES9103 D0.0 ROOF STRUCTURE DETAIL 9/22/2017 EBC DR Description No. Date REVISIONS: ISSUE RECORD: Description No. Date SHEET CONTENTS: PROJECT NO.: DATE: DRAWING NO.: DRAWN BY: CHECKED BY: 602 Park Point Dr. Golden, CO 80401 720.612.7553 dustin@esdenver.com derek@esdenver.com ENGINEERING STUDIO DENVER 1 PERMIT SET 7/21/16 3/12/18 04/17/18