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Home My WebLink AboutDRB17-0197_A1.0_1495822920.pdfRADON MITIGATION SYSTEM PROVIDE DESIGN-BUILD ENGINEERING AND CONSTRUCTION OF A PASSIVE RADON MITIGATION SYSTEM FOR THE PROJECT TO WHICH AN INLINE FAN COULD BE ADDED LATER IF REQUIRED PER THE FOLLOWING CRITERIA AND AS REQUIRED TO MAINTAIN RADON LEVELS AT THE MECHANICAL ROOM, LOWER LEVEL AND HOUSE BELOW EPA AND OTHER GOVERNMENT STANDARDS. THE RADON MITIGATION SUBCONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE VAPOR BARRIER INSTALLATION SUB SLAB INSULATION, PLUMBING/ROUGHIN AND THE ELECTRICIAN FOR ELECTRICAL JUNCTION BOXES AT THE LOCATIONS DETERMINED BY THE RADON MITIGATION SUBCONTRACTOR FOR THE POTENTIAL OF FUTURE FANS. AT A MINIMUM, THE FOLLOWING SYSTEMS/SERVICES WILL BE PROVIDED AS PART OF THE BASE BID BY THE RADON MITIGATION SUB CONTRACTOR. - PROVIDE A CONTINUOUS 10 MIL VAPOR BARRIER UNDER ALL SLAB ON GRADE. MECHANICALLY FASTEN & SEAL TO WALLS, LAP & SEAL ALL JOINTS. - SEALING OF THE LOWER LEVEL CONCRETE SLAB TO THE FOUNDATION WALLS - SEALING OF ALL PLUMBING AND OTHER PENETRATIONS THROUGH VAPOR BARRIER, THE CONCRETE SLABS AND THROUGH THE BELOW GRADE PORTIONS OF THE FOUNDATION WALL - LOCATIONS & INSTALLATION OF PIPES, PORTS, AND OPENINGS IN THE SLAB FOR SLAB DEPRESSURIZATION SYSTEM. - PROVIDE PASSIVE VENT PIPE SYSTEM WHICH RUNS FROM THE SLAB PENETRATION LOCATIONS(S) TO THE OUTSIDE IN ACCORDANCE WITH THE EPA STANDARDS. THE VENTS SHALL BE RUN WITHIN THE INTERIOR OR EXTERIOR WALLS TO A LOCATION(S) HIGH ON THE ROOF. COORDINATE VENT LOCATIONS WITH ARCHITECT AND/OR OWNER - PROVIDE POWER ADJACENT TO SLAB VENT PENETRATIONS FOR POTENTIAL FUTURE INLINE FAN LOCATION INCLUDING ALL REQUIRED ROUGH IN WIRING AND JUNCTION BOXES, IN THE EVENT THAT A FAN IS REQUIRED TO BE INSTALLED - PROVIDE PROVISIONS FOR A SYSTEM FAILURE INDICATOR, INCLUDING ALL REQUIRED ROUGH-IN WIRING, AND JUNCTION BOXES, IN THE EVENT THAT A FAN IS REQUIRED TO BE INSTALLED. - PERFORM RADON TESTING AFTER THE HOME/PASSIVE SYSTEM IS COMPLETE TO DETERMINE IF THE HOME PASSES OR IF AN ACTIVE SYSTEM IS REQUIRED IN ORDER TO MAINTAIN RADON BELOW EPA AND OTHER GOVERNMENTAL STANDARDS. - IF AN ACTIVE SYSTEM IS REQUIRED, PERFORM FOLLOW UP RADON TESTING AFTER THE SYSTEM IS COMPLETE TO DETERMINE IF RADON HAS BEEN MITIGATED - PROVIDE AND INLINE FAN IF ACTIVE SYSTEM IS REQUIRED. PROVIDE OTHER EQUIPMENT AND SYSTEM AS REQUIRED TO PROVIDE A FUNCTIONAL RADON MITIGATION SYSTEM FOR THE UNIT. CONTRACTOR TO COORDINATE INSTALLATION OF THE 10 MIL VAPOR BARRIER UNDER THE SLAB INCUDING THE SEALING OF ALL JOINTS, ALL PLUMBING OR MECHANICAL OR OTHER PENETRATIONS AND THE SEALING AND MECHANICAL FASTENING OF THE VAPOR BARRIER TO THE EXTERIOR CONCRETE FOUNDATION WALLS. RE: OUTLINE SPEC FOR MORE DETAILS 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 VICINITY MAP SURVEYOR Gore Range Surveying, LLC Contact: Sam Ecker P.O. Box 15 Avon, CO 81620 Phone: (970) 479-8698 Fax: (970) 479-0055 MECHANICAL ENGINEER SOILS ENGINEER HP Geotech Contact: Steve Pawlak 5020 County Road 154 Glenwood Springs, CO 81601 Phone: (970) 945-7988 Fax: (970) 945-8454 A. The contract documents, aka construction documents, consist of the architectural and structural drawings/notes, the exterior color/material schedule, architectural finish schedule, and the project outline specifications as well as the agreement between the contractor and owner. Any work shown, specified and/or noted 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 performed 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 per 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. All change orders must be approved in writing by the owner prior to contractor performing any work associated with a change order unless owner has authorized contractor to proceed. F. 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 and approval. The contractor shall submit samples, product data, manufacturers installation recommendations and a side by side analysis / spread sheet comparing ASTM testing/performance or other applicable standards, warranty, limitations, maintenance considerations, cost, LEED time/schedule impact, any incompatibility/impact to other products or systems in project, and impact on LEED certification if applicable for the project for the proposed substitution and the specified product. Once all required information is received by architect, a minimum of three weeks’ time is required for review and approval and or denial of substitution. G. Submit samples as required by drawings and specifications. All 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. Once competed samples including all required product information if applicable is received by architect, a minimum of three weeks’ time is required for review and approval and or denial of samples. H. Shop drawings must be thoroughly reviewed and stamped approved by contractor prior to submitting to architect to make sure they meet construction document requirements and are accurate in terms of correct quantities, dimensions, handing and 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 and architect’s consultants for general compliance with construction drawings and design intent only. Architect’s review is required before work is begun, and work shall conform to the reviewed shop drawings, subject to replacement as required per above. Architect will try to identify any discrepancies in shop drawings, but contractor is ultimately responsible for shop drawing accuracy as the shop drawings are a product of their subcontractor. I. The building inspector shall be notified by the contractor when there is need of inspection as required by the 2015 international building code/international residential code, 2015 IECC, or any applicable or local code or ordinance. J. 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. Contractor to repair any damage to adjacent properties or completed work at his or her own expense. K. All dimensions noted take precedence over scaled dimensions. Dimensions noted with "N.T.S." denotes not to scale. L. Contractor shall verify and coordinate all openings through floors, ceilings, and walls with all architectural, structural, mechanical, plumbing, and electrical drawings. Verify with structural engineer if holes/notches can be cut in structural members prior to doing so. M. Contractor to coordinate new construction w/ existing conditions and notify architect and structural engineer about discrepancies of drawings of existing house/conditions and assumptions. Every reasonable effort should be made by contractor to protect and/or minimize damage to existing conditions. GENERAL NOTES KRM Consultants Inc. Contact: Tim Hennum P.O. Box 4572 Vail, CO 81658 Office: (970) 949-9391 Fax: (970 949-0839 krm@krmconsultants.com 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 CIMEX INVEST, INC. 5150 Tamiami Trial N Ste 503 Naples, FL 34103-2822 Shaeffer Hyde Construction Contact: David Hyde P.O. Box 373 Vail, CO 81658 Phone: (970) 845-5656 davidh@shaefferhyde.com LIGHTING DESIGNER Lacroux Streeb Lighting Design, Inc. Contact: Kristen Kordecki Phone: (303) 573-0095 CIVIL ENGINEER Justin Yarnell, PE (CO) 0230 Palmer Loop P.O. Box 3901 Eagle, Colorado 81631- 3901 Phone: (970) 323-7008 ext. 101 Justin@TheYarnells.com 1/4" = 1'-0" 5/19/2017 18:34:01 A1.0 COVER SHEET AG HB 165 FOREST RD VAIL, CO 05/17/2017 VAIL VILLAGE FILING 1, BLOCK 7, LOT 29 PROGRESS SET 165 FOREST RD VAIL, CO VAIL VILLAGE FILING 1, BLOCK 7, LOT 29 05/17/2017 PROGRESS SET A1.0 COVER SHEET SURVEY ARCHITECTURAL DRAWINGS A2.1 SITE PLAN A2.2 DEMO PLAN A2.3 SLOPE ANALYSIS A2.4 PRE-EXISITING GRADE A2.5 AREA CALCS A2.6 AREA CALCS A2.7 LOT DISTURBANCE CALC A2.8 LANDSCAPE AREA CALCS A2.9 STAGING PLAN A3.1 LEVEL 1- FAMILY, SPA, HOBBY AND EXERCISE FLOOR PLAN A3.2 LEVEL 2- GARAGE AND BEDROOMS FLOOR PLAN A3.3 LEVEL 3- MAIN LEVEL FLOOR PLAN A3.4 LEVEL 4- UPPER LEVEL FLOOR PLAN A3.5 ROOF PLAN A4.1 ELEVATIONS A4.2 ELEVATIONS A4.3 ELEVATIONS A4.4 ELEVATIONS A4.5 3D VIEWS A4.6 3D VIEWS A4.7 3D VIEWS A5.1 SECTIONS A5.2 SECTIONS A5.3 SECTIONS A5.4 SECTIONS A5.5 SECTIONS A5.6 SECTIONS A5.7 SECTIONS A5.8 SECTIONS A5.9 SECTIONS A5.10 SECTIONS A5.11 SECTIONS A5.12 SECTIONS A5.13 SECTIONS A5.14 SECTIONS A5.15 SECTIONS A5.16 SECTIONS A5.17 SECTIONS A5.18 SECTIONS A5.19 SECTIONS A5.20 SECTIONS A5.21 SECTIONS A5.22 SECTIONS A5.23 SECTIONS A5.24 SECTIONS A6.1 FOUNDATION DETAILS A6.2 FOUNDATION DETAILS A6.3 FOUNDATION DETAILS A6.4 FOUNDATION DETAILS A6.5 DECK/FLOOR DETAILS A6.5A DECK EDGE DETAILS A6.5B ROOF DECK DETAILS A6.5C ROOF DECK DETAILS A6.5D ROOF DECK DETAILS A6.5E ROOF DECK DETAILS A6.7 ROOF DETAILS A6.7A ROOF DETAILS A6.7B ROOF DETAILS A6.7C ROOF DETAILS A6.8 ROOFDETAILS A6.9 ROOF DETAILS A6.10 DETAILS A6.11 DETAILS A7.1 FIREPLACE SHEET A7.2 FIREPLACE SHEET A7.3 FIRPLACE SHEET A8.0 WINDOW AND DOOR SCHEDULE\ A8.1 WINDOW DETAILS A8.2 WINDOW DETAILS A8.3 CURTAIN WALL A8.4 CURTAIN WALL DETAILS A8.5 CURTAIN WALL DETAILS A8.6 CURTAIN WALL DETAILS A9.1 KITCHEN INTERIOR ELEVATIONS A9.2 MASTER BATH INTERIOR ELEVATIONS A9.2A MASTER BEDROOM INTERIOR ELEVATIONS A9.2B MASTER CLOSET INTERIOR ELEVATIONS A9.3 MAIN LEVEL POWDER INTERIOR ELEVATIONS A9.4 EXERCISE BATH INTERIOR ELEVATIONS A9.5 SPA INTERIOR ELEVATIONS A9.5A SPA INTERIOR ELEVATION A9.6 BATHROOM #1 INTERIOR ELEVATIONS A9.7 BATHROOM #2 INTERIOR ELEVATIONS A9.7A BEDROOM #2 INTERIOR ELEVATIONS A9.8- BATHROOM #3 INTERIOR ELEVATIONS A9.8A- BEDROOM #3 INTERIOR ELEVATIONS A9.9- BATHROOM #4 INTERIOR ELEVATIONS A9.9A- BEDROOM #4 INTERIOR ELEVATIONS A9.12 MEDIA ROOM INERIOR ELEVATIONS A9.13 EXERCISE ROOM INTERIOR ELEVATIONS A9.14 LAUNDRY ROOM INTERIOR ELEVATIONS A9.15 FAMILY ROOM BAR INTERIOR ELEVATIONS A10.1 LEVEL 1 RCP A10.2 LEVEL 2 RCP A10.3 LEVEL 3 RCP A10.4 LEVEL 4 RCP 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. *Note - Upon approval from the Architect the Contractor may use alternate insulation materials to achieve equal R-values Ceilings/Roof - 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. 11 7/8" LVL Roof Assembly - Provides total insulation value of R-73.7 over the wall top plate as follows: R-25 minimum for 8"- 5" tapered rigid foam panels (R-5 per inch) over 5/8" plywood. 11 7/8" LVL cavity filled with 2" of 2# closed cell spray foam insulation at R-13.2 (R-6.6 per inch) and 9 7/8" blown in cellulose insulation at R-35.5 (R-3.6 per inch) over GWB ceiling. 2.12K1 Bar-joist Roof Assembly - Provides total insulation value of R-68.2 over the wall top plate as follows: R-25 minimum for 8"- 5" tapered rigid foam panels (R-5 per inch) over 5/8" plywood. 12" bar-joist cavity filled with blown in cellulose insulation at R-43.2 (R-3.6 per inch) over GWB ceiling. 3. 7 1/4" LVL Roof Assembly - Provides total insulation value of R-51.1 over the wall top plate as follows: R-25 minimum for 8"- 5" tapered rigid foam panels (R-5 per inch) over 5/8" plywood. 7 1/4" LVL cavity filled with blown in cellulose insulation at R-26.1 (R-3.6 per inch) over GWB ceiling. 4. 9 1/2" LVL Roof Assembly - Provides total insulation value of R-59.2 over the wall top plate as follows: R-25 minimum for 8"- 5" tapered rigid foam panels (R-5 per inch) over 5/8" plywood. 9 1/2" LVL cavity filled with blown in cellulose insulation at R-34.2 (R-3.6 per inch) over GWB ceiling. Floor Insulation - Requirement of R-30. 1. 8 1/4" Floor Assembly - Provides total insulation value of R-48.45 as follows: 8 1/4" of blown in cellulose insulation at R-29.7 (R-3.6 per inch) over 5/8" plywood and 3 3/4" rigid foam insulation panel at R-18.75 (R-5 per inch) over T&G decking. 2. 14K1 Bar-joist Floor Assembly - Provides total insulation value of R-62.4 as follows: 4" of 2# closed cell spray foam insulation at R-26.4 (R-6.6 per inch) over 10" of blown in cellulose insulation at R-36 (R-3.6 per inch) over T&G decking. 3. 12K1 Bar-joist Floor Assembly - Provides total insulation value of R-55.2 as follows: 4" of 2# closed cell spray foam insulation at R-26.4 (R-6.6 per inch) over 8" of blown in cellulose insulation at R-28.8 (R-3.6 per inch) over T&G decking. 4. 14" LVL Deck Assembly - Provides total insulation value of R-62.4 over the wall top plate as follows: 4" of 2# closed cell spray foam insulation at R-26.4 (R-6.6 per inch) under 5/8" plywood and 10" filled with blown in cellulose insulation at R-36 (R-3.6 per inch) over GWB ceiling. 5. 12" Deck Assembly - Provides total insulation value of R-55.2 over the wall top plate as follows: 4" of 2# closed cell spray foam insulation at R-26.4 (R-6.6 per inch) over 8" of blown in cellulose insulation at R-28.8 (R-3.6 per inch) over GWB ceiling. 6. 8 1/4" Deck Assembly - Provides total insulation value of R-41.7 over the wall top plate as follows: 4" of 2# closed cell spray foam insulation at R-26.4 (R-6.6 per inch) over 4 1/4" of blown in cellulose insulation at R-15.3 (R-3.6 per inch) over GWB ceiling. Walls - Requires R-20: Providing R-37.6 per the sum of the provided R values of the typical 2x6 wood framing wall assembly with exterior wall finish (stucco, metal panel, cement board panels, or stone veneer), over 3" insulation panel (5/8" exterior sheathing, R-11.8 2 3/8" rigid polyiso foam insulation panels), 1/2" structural exterior sheathing, R-13.2 2" of 2# closed cell spray foam (R6.6 per inch) insulation plus R12.6 3 1/2" 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-29.9 per the sum of the provided R values of the R-15 3" rigid extruded foam insulation over the concrete wall with 2x wood furring set 1/2" off concrete with 1 1/2" of 2# closed cell spray foam insulation with R-9.9 (R-6.6 per inch) and 5/8" drywall exceeds the requirement. Note: R-15 exterior insulation is provided at all below grade conditions. Basement Slab - Requires R-15 for 4' (since the slab is heated)- Provide R25 per the R-15 exterior rigid extruded insulation from T.O. footing to grade, and the R-10 2" rigid extruded insulation continuous under the topping slab ADDITIONAL REQUIREMENTS PER TOWN OF VAIL CODE AMENDMENTS: ROOF COVERING: Meets Section 1505.6 of the Town of Vail Code- 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. PLUMBING: See water service documents from mechanical engineer. See Architectural Drawings for fixture locations. MECHANICAL: See mechanical documents from mechanical engineer. ELECTRICAL: See load calculations from mechanical engineer for service and electric panel sizing BLOWER DOOR TEST: A blower door test will be provided. 165 Forest Road, Vail Village, Filing 1, Block 7, Lot 29 Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .4315 acres, equal to 18,796 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 493 SF ___________________________________________________________________________________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,993 SF Site Coverage Allowable site coverage on the lot: 20% 3,759 SF Proposed Site Coverage 3,755 SF Proposed Site Coverage for Roofs beyond 4' - SF _____________________________________________________________ Total Remaining Site Coverage 4 SF Square Footage Summary Habitable SF GRFA SF Level 1 - Lower Level 3,124 SF 1,280.8 SF *1 Level 2 - Garage and Bedrooms 1,520 SF 1,520 SF Garage area over 1200 SF - 112 SF Level 3 - Main Level 3,010 SF 3,010 SF Level 4 - Upper Level 1,069 SF 1,069 SF ____________________________________________________________________ Total 8,723 SF 6,991.8 SF Total Habitable (not including garage overage) 8,723 SF Garage Total Square Footage 1,312 SF Total GRFA 6,992 SF Allowable 6,993 SF Remaining GRFA 1 SF *1 41% OF THE LOWER LEVEL WALL IS ABOVE EXISTING OR FINISHED GRADE WHICHEVER WAS MORE RESTRICTIVE, THEREFORE 41% OF THE LOWER LEVEL SF IS COUNTED AS GRFA (LOWER LEVEL HABITABLE 3,124 SF * .41 = 1,280.8 SF) 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 1,200 sq. ft. per lot. 1,316 SF is provided. Parking Required per Chapter 10 If dwelling is more than 5,500 GRFA 5 spaces are required. (4) covered 9' x 18' in garage and (2) exterior covered 9' x 19' parking spaces are provided. STRUCTURAL DRAWINGS S1- GENERAL NOTES S2- FOUNDATION PLANS S3- LEVEL 2 FRAMING PLAN S4- LEVEL 3 FRAMING PLAN S5- LEVEL 4 LOW ROOF FRAMING PLAN S6- ROOF FRAMING PLAN S7- DETAILS S8- DETAILS MECHANICAL DRAWINGS M0.0 COVER SHEET M0.1 MECHANICAL ZONING PLAN M0.2 RADON MITIGATION PLAN M1.0 MECHANICAL SCHEDULES M1.1 MECHANICAL SCHEDULES M2.1 LEVEL 1 MECHANICAL PLAN M2.2 LEVEL 2 MECHANICAL PLAN M2.3 LEVEL 3 MECHANICAL PLAN M2.4 LEVEL 4 MECHANICAL PLAN M3.0 MECHANICAL SCHEMATICS M3.1 MECHANICAL SCHEMATICS M3.2 MECHANICAL SCHEMATICS M4.0 MECHANICAL SCHEMATICS AND SEQUENCE OF OPERATIONS M4.1 MECHANICAL SCHEMATICS AND SEQUENCE OF OPERATIONS LIGHTING DRAWINGS D1.A NOTES AND LEGENDS LP1.A FIXTURE SCHEDULES LP1.B TRANSFORMER SCHEDULE LP1.D ONE-LINE DIAGRAMS LP1.0 SITE LIGHTING PLAN LP1.1 LEVEL 1 LIGHTING PLAN LP1.2 LEVEL 2 LIGHTING PLAN LP1.3 LEVEL 3 LIGHTING PLAN LP1.4 LEVEL 4 LIGHTING PLAN C1.A CONTROL ENCLO. SCHEDULES C1.B CONTROL ENCLO. SCHEDULES C1.1 LEVEL 1 CONTROL PLAN C1.2 LEVEL 2 CONTROL PLAN C1.3 LEVEL 3 CONTROL PLAN C1.4 LEVEL 4 CONTROL PLAN No. Revision Description Revision Date DRB APPROVED 5/26/2017 12:00:00 AM