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Home My WebLink AboutB15-0026_A1.0_1438367880.pdfA1.0 COVER SHEET SURVEY LANDSCAPE DRAWINGS L-1 SITE PLAN L-2 PLANTING PLAN ARCHITECTURAL DRAWINGS A2.0 SITE PLAN A2.1 AREA CALCS A2.2 LANDSCAPE AREA CALCS A2.3 DEMO PLAN A3.0 UNDERSLAB DRAINAGE PLAN A3.1 LOWER LEVEL FLOOR PLAN A3.2 MAIN LEVEL FLOOR PLAN A3.3 UPPER LEVEL FLOOR PLAN A3.4 ROOF PLAN A4.1 ELEVATIONS A4.2 ELEVATIONS A4.3 PERSPECTIVES A5.1 SECTIONS A5.2 SECTIONS A5.3 SECTIONS A5.4 SECTIONS A6.1 DETAILS A6.2 DETAILS A6.3 DETAILS A6.4 DETAILS A6.5 DETAILS A6.6 DETAILS A7.1 FIREPLACE SHEET A7.2 FIREPLACE SHEET A7.3 FIREPLACE SHEET A7.4 STAIR SHEET A8.0 WINDOW AND DOOR SCHEDULE A8.1 WINDOW / DOOR DETAILS A8.2 WINDOW / DOOR DETAILS A10.0 ELECTRICAL SCHEDULE AND NOTES A10.1 LOWER LEVEL RCP A10.2 MAIN LEVEL RCP A10.3 UPPER LEVEL RCP STRUCTURAL DRAWINGS S00-1 GENERAL NOTES S-002 QA NOTES S-100 LOWER LEVEL FOUNDATION PLAN S-101 MAIN LEVEL FRAMING PLAN S-102 UPPER LEVEL FRAMING PLAN S-103 ROOF FRAMING PLAN S-300 TYP. CONC. DETAILS S-301 S.O.G. DETAILS S-302 FOUNDATION DETAILS S-303 FOUNDATION DETAILS S-500 TYPICAL STEEL DETAILS S-501 STEEL CONNECTIONS S-510 MOMENT FRAME ELEVATION AND DETAILS S-600 TYPICAL WOOD FRAMING DETAILS S-601 TYPICAL WOOD FRAMING DETAILS S-602 SHEAR WALL DETAILS S-610 FLOOR DETAILS S-611 FLOOR DETAILS S-620 ROOF DETAILS S-621 ROOF DETAILS MECHANICAL DRAWINGS M0.0 MECHANICAL COVER SHEET M0.1 MECHANIAL ZONING SHEET M1.0 MECHANICAL SCHEDULES M2.0 LOWER LEVEL MECHANICAL PLAN M2.1 MAIN LEVEL MECHANICAL PLAN M2.2 UPPER LEVEL MECHANICAL PLAN M3.0 MECHANICAL SCHEMATICS M3.1 MECHANICAL SCHEMATICS M4.0 MECHANICAL SPECIFICATIONS & SEQUENCE OF OPERATIONS Scale Drawn by Checked by US Mail Only: P. O. Box 2378 Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Issue Date REVISION 4 1 A5.1 A 3.2 PROJECT DIRECTORY 1 2 3 4 A9.1 A6.1 1 A6.1 1 100 LIVING 1 A4.1 SIM. SYMBOL LEGEND ABBREVIATIONS MATERIAL LEGEND DRAWING LIST: PROJECT INFORMATION ARCHITECT BERGLUND ARCHITECTS, LLC P.O. Box 2378 210 Edwards Village Blvd Suite A103 Edwards, CO 81632 Phone: (970) 926-4301 Fax: (970) 926-4364 hans@berglundarchitects.com 100 A BUILDING SECTION NO. SECTION CUT SHEET NO. DETAIL NO. DETAIL CUT SHEET NO. ROOM NUMBER EXTERIOR ELEVATION DOOR MARK DETAIL CUT REFERENCE GRID LINE SPOT ELEVATION DRAWING REVISION INTERIOR ELEVATION WINDOW MARK Galvanized Laminated Wood Beam General Contractor Hardware Gypsum Wallboard Grade Gypsum RW RO SEW SECT SAN SHLV Cpt Carpet Ceramic CER SIM SHT W/ Reinforce (d) REINF FD Floor Drain With (comb. form) Required Round Head Sheet Metal Screw GA FDN FTG Room RM RHSM REQD Gauge Foundation Footing WD W/O Wood Without and Air Conditioning Heating, Ventilating, Lavatory Manufacturer Laminate Inside Diameter Miscellaneous Mechanical Not In Contract Medicine Cabinet Masonry Opening Horizontal On Center Not to Scale Oriented Strand Board Opposite Outside Diameter Property Plywood Perforated (d) Prefinished Sheet Metal Penny (nails, etc.) Refrigerator Radius or Riser Not Applicable AAD ADD AGG ADJ AOR BM ARCH ALT BD BS BET BRG AFF CL BLDG CAB CLOS CMU CJ CONC COL DP DIA DET CONT BO DR DN DW EL EA DRWG DS EQ EJ EXIST EXT FE CABT FOC FOS FP FL FIN DIM GC GALV Glass GLB GR GL Head HD HDW GWB Highway Height HWY HT HVAC GYP Addendum Attic Access Door Aggregate Adjacent Area of Refuge Alternate Beam Architectural Board Between Both Sides Bearing Above Finished Floor Interior Joint JT INT ID MO MFG LAV LAM Maximum Material MAX MC MTL Minimum NIC MISC MIN MECH Cabinet Building Centerline Closet Concrete Column Construction Joint Detail Diameter Damproofing Continuous Concrete Masonry Unit HOR Bottom Of Opening OPG OC NTS d OD OSB OPP Plate PL PFSM PLWD PERF Project Product PROD PROP PROJ Drain Dishwasher Down Elevation Each Drawing Downspout Equal Existing Exterior Expansion Joint Face Of Concrete Face Of Stud Fire Extinguisher Cabinet Refer REF REFR Floor Fireproof R Finish NA Dimension Tongue and Groove Toilet Paper Holder Sound- Transmission Class Vinyl Asbestos Tile United States Gage Unless Noted Otherwise Uniform Building Code SL SQ SPEC STC SM SUB STRUCT STL TV TEL SUSP SUPPL IE THK TEMP TO T&B T&G TPH STD Roof Window Sewer Sanitary Section Rough Opening Sliding Shelves Similar Square Specification Sheet Metal Sheet Steel Substitute Structure (al) Television Telephone Suspend (ed) Supplement (al) That Is Thick Tempered Top Of Top and Bottom Standard UG TYP TS USG UBC UNFIN U.N.O. VENT VIF VERT VAR VAT WC V WT WIN WP Typical Underground Tube Steel Unfinished Variable Vertical Ventilate Verify In Field Voltage Water Closet Weight Window Waterproof T Tread FINISHED WOOD ROUGH FRAMING OR ROUGH SAWN TRIM WOOD BLOCKING CONCRETE STONE TILE GLAZING FRAME WALL CONCRETE MASONRY PARTICLE BD. OR GLU-LAM WOOD WOOD FIBER BD. RIGID INSULATION CARPET ACOUSTICAL CEILING STEEL PLYWOOD SHEET METAL BATT INSULATION GYP. WALL BOARD/ STUCCO/ PLASTER ALUMINUM OR SECTION PLAN SECTION PLAN ROCK/ SOIL/ COMPACTED FILL SAND NON-COMPACTED FILL STRUCTURAL ENGINEER LANDSCAPE ARCHITECT CLIENTS Issue Date: ELEV. 100'-0" T.O. PWD. SITE ELEV. = 116'-0" Power Actuated Fastened PAF CODE INFORMATION CONTRACTOR Matt and Candee Fleeger 6640 Spring Valley Rd. Dallas, TX 75254 Phone: (214) 878-0333 mattf@gulfcoastwestern.com HILL CONSTRUCTION Contact: Gary Hill P.O. Box 1735 Edwards, CO 81632 Phone: (970) 390-3413 garyhill@centurytel.net VICINITY MAP SURVEYOR Eagle Valley Surveying 41199 Hwy. 6 and 24, Eagle Vail P.O. Box 1230 Edwards, CO 81632 Phone: (970) 3949-1406 MECHANICAL ENGINEER INTERIOR DESIGNER TBD SOILS / CIVIL ENGINEER HP Geotech Contact: Steve Pawlak 5020 County Road 154 Glenwood Springs, CO 81601 Phone: (970) 945-7988 Fax: (970) 945-8454 steve@hpgeotech.com GENERAL NOTES Ceres+ Landscape Architecture Contact: Scott Sones P.O. Box 2134 Eagle, CO 81631 Phone: (970) 949-3286 Fax: (970) 262-2162 studio@ceres-plus.com Rader Engineering Contact: Drew Rader 40690 Hwy. 6 Suite E-1 Avon, CO 81620 Phone: (970) 845-7910 Fax: (970 845-7522 drader@raderengineering.com Martin/Martin, Inc. Contact: Sean Molloy 225 Main St. Unit C101 Edwards, CO 81632 Phone: (970) 926-6007 SMolloy@martinmartin- mtn.com A. THE CONTRACT DOCUMENTS CONSIST OF ARCHITECTURAL AND STRUCTURAL DRAWINGS, THE AGREEMENT, THE GENERAL NOTES AND THE SPECIFICATIONS. ANY WORK SHOWN IN ONE OF THE DOCUMENTS SHALL BE SUPPLIED AS THOUGH FULLY COVERED IN ALL. ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY. B. CONTRACTOR WILL ASSUME RESPONSIBILITY OF ITEMS REQUIRING COORDINATION AND RESOLUTION DURING THE CONSTRUCTION PROCESS C. ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES, AND SHALL BE PREFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMAN OF THE APPROPRIATE TRADES. D. THESE DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING DESIGN INTENT WHERE IT IS ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED IN THE DOCUMENTS. E. ANY MATERIALS PROPOSED FOR SUBSTITUTION OF THOSE SPECIFIED OR CALLED OUT BY TRADE NAME IN THESE DOCUMENTS SHALL BE PRESENTED TO THE ARCHITECT FOR REVIEW. THE CONTRACTOR SHALL SUBMIT SAMPLES WHEN REQUIRED BY THE ARCHITECT. AND ALL SUCH SAMPLES SHALL BE REVIEWED BY THE ARCHITECT BEFORE THE WORK IS PERFORMED. WORK MUST CONFORM TO THE REVIEWED SAMPLES. ANY WORK WHICH DOES NOT CONFORM SHALL BE REMOVED AND REPLACED WITH WORK WHICH CONFORMS AT THE CONTRACTOR'S EXPENSE. SUBCONTRACTORS SHALL SUBMIT REQUESTS AND SAMPLES FOR REVIEW THROUGH THE GENERAL CONTRACTOR WHEN WORK IS LET THROUGH HIM OR HER. REQUIRED VERIFICATIONS AND SUBMITTALS TO BE MADE IN ADEQUATE TIME AS TO NOT DELAY PROGRESS. F. SHOP DRAWINGS MUST BE THOROUGHLY REVIEWED BY CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT TO MAKE SURE THEY ARE ACCURATE AND MEET DESIGN INTENT. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR HIS OR HER REVIEW WHERE CALLED FOR ANYWHERE IN THESE DOCUMENTS. REVIEW SHALL BE MADE BY THE ARCHITECT BEFORE WORK IS BEGUN, AND WORK SHALL CONFORM TO THE REVIEWED SHOP DRAWINGS, SUBJECT TO REPLACEMENT AS REQUIRED IN PARAGRAPH E ABOVE. ARCHITECT WILL TRY TO IDENTIFY ANY DISCREPENCIES IN SHOP DRAWINGS, BUT CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR SHOP DRAWING ACCURACY. G. THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE 2012 INTERNATIONAL RESIDENTIAL CODE OR ANY LOCAL CODE OR ORDINANCE. H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER. I. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS NOTED WITH "N.T.S." DENOTES NOT TO SCALE. J. CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND WALLS WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. K. CONTRACTOR TO COORDINATE NEW CONSTRUCTION W/EXISTING CONDITIONS AND NOTIFY ARCHITECT AND STRUCTURAL ENGINEER ABOUT DISCREPENCIES OF DRAWINGS OF EXISTING HOUSE AND ASSUMPTIONS. 2950 BOOTH CREEK DR 1/4" = 1'-0" 3/16/2015 9:10:55 AM A1.0 COVER SHEET AG HB FLEEGER RESIDENCE 02/03/2015 2950 BOOTH CREEK DR, VAIL VILLAGE FILING 11, BLOCK 3, LOT 2 BUILDING PERMIT SET FLEEGER RESIDENCE 2950 BOOTH CREEK DR, VAIL VILLAGE FILING 11, BLOCK 3, LOT 2 02/03/2015 BUILDING PERMIT SET CODE: 2012 IRC, 2012 IECC OCCUPANCY TYPE: SINGLE FAMILY HOME ENERGY CONSERVATION: THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENT FROM CHAPTER 4 OF THE 2012 INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL, AND AS DEMONSTRATED BY REScheck SOFTWARE, AS FOLLOWS: The following is a summary for the climate zone 6B of Table 402.1.1 requirements of the IEC and as adopted by The Town of Vail, and an outline of the proposed R values of the assemblies of the building which are defined in the Construction Document Drawings and Specifications: Maximum Glazing U-Factor of .30 for new single family dwelling units per Town of Vail amendments, this can be a weighted average. Provinding weighted aveage of _______. See weighted average calculations from the window manufacturer. *Note - Contractor may use alternate insulation materials other than blown-in cellulose insulation to achieve equal R-values Ceilings - Requirement of R-49 which is reduced to R-38 per N1102.2.1 since the construction techniques provide a full R-38 insulation value over the wall top plate. The design provides a full R-38 insulation value over the wall top plate as follows: 1. 14" TJI Roof Assembly - Provides R-65.5 per the 5/8" plywood over R-25 5 1/2" rigid foam panels over 5/8" plywood over 14" TJI filled with blown in R-49 cellulose insulation with GWB ceiling with a full R-38 assembly provided over top plate 2. Curved Glu-lam Roof Assembly- Provides R-51.1 per the R-25 of the 6 1/2" SIP over 18" glu-lams at 48" O.C. with 2x8 furring with blown-in R-26.1 cellulose insulation with 1x6 T&G decking ceiling with a full R-38 assembly over the top plate. Walls - Requires R-20: Providing R-29.8 per the sum of the provided R values of the typical 2x6 wood framing wall assembly with 3/4" wood siding, copper panels, or 6" stone veneer, over 2 5/8" insulation panel (5/8" exterior sheathing, R-10 2" rigid foam insulation panels), 1/2" structural exterior sheathing, R-19.8 blown in cellulose insulation (R-3.6 per inch), and 5/8" drywall exceeds the requirement. Basement Walls - Requires R-10 of continuous insulation or R-13 cavity insulation : Providing R-40.7 per the sum of the provided R values of the R-20 4" rigid foam insulation over the concrete wall with 2x4 wood furring set 1 1/2" off concrete with R-9.9 1 1/2" of 2# closed cell polyurethane spray foam insulation and 3" of blown in cellulose insulation with R10.8 (R-3.6 per inch) and 5/8" drywall exceeds the requirement. Note: R-20 exterior insulation is provided at all below grade conditions. Floors (over unconditioned space) - Requires R-30: Providing R-43.2 at the floor/ceiling assemblies between the house and garage per 12" of blown in cellulose insulation. Basement Slab - Requires R-15 for 4' (since the slab is heated)- Provides R-20 exterior insulation from T.O. footing to grade, and the R-20 4" rigid insulation continuous under the topping slab Garage Slab - R-15 for 4' (since the slab is heated) - Provides R-20 exterior insulation from T.O. footing to grade plus R-20 4" rigid insulation continuous under the slab ADDITIONAL REQUIREMENTS PER TOWN OF VAIL CODE AMENDMENTS: ROOF COVERING: Meets Section 1505.6 of the Town of Vail Code- Fire Retardant Treated Wood Shingles and Shakes. The standing seam metal roofing will be installed to meet the required Class A roof or Class A roof assembly. FIRE SPRINKLER SYSTEM: Building is to be equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13 and the Town of Vail. A monitored fire alarm system will also be provided. FIRE PIT: 30 min. timer will be provided and a 3/4" max. diameter gas line will be provided to firepit. PLUMBING: See water service documents from Rader Engineering. See Architectural Drawings for fixture locations. MECHANICAL: See mechanical documents from Rader Engineering ELECTRICAL: See load calculations from Rader Engineering for service and electric panel sizing BLOWER DOOR: A blower door test will be provided Fleeger Residence 2950 Booth Creek Drive, Vail Village Filing 11, Block 3, Lot 2 Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .3679 acres, equal to 16,024 SF Allowable GRFA .46 SF/1 SF of site area < 10,000 SF of site area 10,000 x 0.46 equals 4,600 SF .38 SF per 1 SF of site area > 10,000 SF of site area 5,000 x 0.38 equals 1,900 SF .13 SF per 1 SF of site area > 10,000 SF of site area 1,024 x 0.13 equals 133 SF _______________________________________________________________________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,633 SF Allowable site coverage is 20% of lot 3,205 SF Square Footage Summary Habitable SF GRFA SF Lower Level 2,280 SF 866 SF *1 Main Level 2,267 SF 2,267 SF Upper Level 2,472 SF 2,472 SF Double Height Area 515 SF ____________________________________________________________________ Total 7,019 SF 5,984 SF Provided SF Allowed SF Main Unit Garage 82 SF 900.0 SF Site Coverage 3,200 SF 3,205 SF GRFA 5,984 SF 6,633 SF *1 38% OF THE LOWER LEVEL WALL IS ABOVE EXISTING OR FINISHED GRADE WHICHEVER WAS MORE RESTRICTIVE, THEREFORE 38% OF THE LOWER LEVEL SF IS COUNTED AS GRFA (LOWER LEVEL HABITABLE 2,280 SF * .38 = 866 SF) Site Coverage Allowable site coverage is 20% of lot which equals 3,205 SF. 3,200 SF is provided. Setbacks 20' from front 15' from sides 15' from rear Patio can extend to 1/2 the distance of the setback Decks can encroach set back 5' Roof or architectural projections can encroach 4' Height Flat or mansard roofs not to exceed 30' Sloping roof not to exceed 33' Garage Allow 300 sq. ft. per spaceup to 4 spaces or 12 sq. ft. in addition to allowable GRFA per (PS) primary secondary lot. 882 SF is provided. Landscape Min 60% of lot shall be landscaped which equals 9,614 SF. 10,472 SF is provided. See sheet A2.2 for more information. Parking Required per Chapter 10 If dwelling is more than 5,500 GRFA 5 spaces are required. 3 covered 9' x 18' (in garage) and 2 uncovered 9' x 19' parking spaces are provided. Site Coverage Allowable site coverage is 20% of lot which equals 3,205 SF. 3,176 SF is provided. No. Revision Description Revision Date ADDED BLOWER DOOR AND FIREPIT NOTES 07/31/15