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Home My WebLink AboutB16-0031_A1.0_1478903317.pdfBuilding Code: Town of Vail 2015 IRC, 2015 IECC Occupancy Type: Single Family ENERGY CONSERVATION: THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENT FROM CHAPTER 4 OF THE 2015 INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL, AND AS DEMONSTRATED BY PRESCRIPTIVE BUILDING THERMAL ENVELOPE, AS FOLLOWS: The following is a summary for the climate zone 6B of Table 402.1.2 requirements of the IECC 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. The Jeld-Wen windows and Weiland doors with triple glazed low E glazing (low E on 2 surfaces) exceed this requirement - average U-Factor _0.25_. See 8 1/2 x 11 Building Permit Application Summary for Manufacturer's summary of U values. Ceilings & Roofs Insulation - Requirement of R-49 which is reduced to R-38 per 402.2.1 since the construction techniques provide a full R-38 insulation value over the wall top plate. Typical Roof Condition - 11 7/8” Wood I-Joist Roof Assembly provides total of R85.05 per the following assembly: 5/8" plywood over 5 1/2" polyiso insulation panel of R-36.3 (R-6.6 per inch) over 5/8" plywood over 2” 2 pound spray foam of R-13.2 (R-6.6 per inch) and 11 7/8” joist filled with a blown in cellulose insulation of R-35.55 per 9.875" (R-3.6 per inch) over GWB ceiling. Basement Walls Insulation - Requires R-15 of continuous insulation or R-19 cavity insulation: Provide R36.4 per the following assembly: R-10 2” rigid foam insulation panel (R-5 per inch) over the exterior of 13" concrete wall. Drainage medium over the interior of concrete wall and 2x4 P.T. studs set 2.5" off of the interior of concrete wall. Fill cavity with 4” of 2 pound spray foam insulation of R-26.4 (R-6.6 per inch) continuous at the interior of concrete wall & between studs and 5/8" non-paper based gyp. sheathing. Exterior Walls Insulation - Requires R-20: Provide R41.475 per the following assembly: 5/8” ply over continuous 2 3/8” polyiso exterior insulation panel with R-15.675 (R-6.6 per inch) with 2" of 2 pound spray foam with R-13.2 (R-6.6 per inch) and 3 1/2" cavity wall blown-in cellulose insulation with R-12.6 (R-3.6 per inch) over 5/8” drywall. Floor Insulation - Requires R-30: The building has been designed with a conditioned and finished basement space. Provide R-48.75 at the floor/ceiling assembly @ pantry per R-13.2 per 2"closed cell spray foam insulation (R6.6 per inch) and 9.875” of blown in blanket fiberglass with R-35.55 (R-3.6 per inch) (12" TJI structure typ.). Basement Slab - Requires R-15 for 4' horizontally under slab (since the slab is heated). Provide R15 with R5 continuous 1" rigid insulation under the slab and R10 2” at exterior of foundation wall. Provide full cavity blown in cellulose sound insulation at all interior walls and at all floor assemblies. ADDITIONAL REQUIREMENTS PER TOWN OF VAIL CODE AMENDMENTS: ROOF COVERING: Meets Section 1505.6 of the Town of Vail Code- Standing seam 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 plumbing documents from Plumbing Contractor MECHANICAL: See mechanical drawings and documents from Mechanical Engineer ELECTRICAL: See load calculations from Electrical Engineer for service and electric panel sizing ENERGY EFFICIENCY: Blower door test required RADON 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 AND THE ELECTRICIAN FOR AN ELECTRICAL JUNCTION BOXES AT THE LOCATIONS DETERMINED BY THE RADON MITIGATION SUBCONTRACTOR FOR THE POTENTIAL FUTURE FANS. AT A MINIMUM, THE FOLLOWING SYSTEMS/SERVICES WILL BE PROVIDED AS PART OF THE BASE BID BY THE RADON MITIGATION SUB CONTRACTOR. - SEALING OF THE LOWER LEVEL CONCRETE SLAB TO THE FOUNDATION WALLS - SEALING OF ALL PLUMBING AND OTHER PENETRATIONS THROUGH 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 UNITS. 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 DATUM: 0' - 0" = 8300' - 0" PROPOSED SQUARE FOOTAGE ANALYSIS: 3090 Booth Creek Drive, VAIL, CO Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .3.28 acres, equal to 14,288 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 1,629 SF .13 SF per 1 SF of site area > 10,000 SF of site area 6,026 x 0.13 equals 0 SF _______________________________________________________________________ ________ Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,229 SF Proposed Square Footage Summary (Both Sides of Duplex Combined) Habitable SF GRFA Lower Level 2,247.25 SF 1,168.4 SF *1 Main Level 2,266.5 SF 2,266.5 SF Upper Level 2,139.5 SF 2,139.5 SF Garage area over 600 SF 0 SF Double height space__________________649 SF___________ Total 6653.25 SF 6,223.4 SF Total Remaining GRFA 5.6 SF *1 48% of the Lower Level wall is above existing or finished grade whichever was more restrictive, therefore 52% of the Lower Level SF is counted as GRFA (LOWER LEVEL HABITABLE 2,247 SF * .52 = 1,168.4 SF) NOTE- THESE NUMBER ARE APPROXIMATE UNTIL SUBGRADE AREA CALCS ARE COMPLETED Site Coverage Allowable Site Coverage is 20% of the lot 2,858 SF Proposed Site Coverage 2,818.5 SF Proposed Site Coverage for Roofs beyod 4' 34.00 SF Total Proposed Site Coverage 2,844.5 SF Total Remaining Site Coverage both sides 5.5 SF Landscape Area Lot Size 14,288 SF 60% Landscape Area Requirement 8,572.8 SF Lot Size 14,288 SF LESS Building Footprint / Driveway -5,092.5 SF Total Landscape Area 9,195.5 SF Total Hardscape Area Provided (8.3%) 1,666 SF Total Softscape Area Provided 7,529 SF Proposed driveway with snowmelt 2,282 SF Proposed snowmelt @ south patio/ Firepit 253.5 SF Proposed snowmelt zone to lower level 299 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 600 sq. ft. per unit. before area counts towards GRFA 560 SF is provided. Parking Required per Chapter 10 Primary dwelling unit is more than 5,500 SF GRFA 5 spaces are required. 2 covered 9' x 18' (in garage) and 3 uncovered 9' x 19' parking spaces are provided. 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 BoardOpposite 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 Jamb Switch JS 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 Eagle Valley Surveying Contact: Mike Post 41199 hwy 6 & 24, Eagle Vail Avon, CO 81632 Phone: (970) 949-1406 Fax: (970) 479-0055 mikepost@evsurvey.com 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 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 2009 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. GENERAL NOTES Shaeffer-Hyde Construction Contact: Travis Cremonese Box 373 Vail, CO 81658 Phone: (970) 845-5656 Fax: (970) Art and Lindsey Reimers 3090 Booth Creek Falls Vail, CO 81658 Ceres Landscape Contact: Scott Sones Address: Phone: 970-328-6080 Fax: 970-328-6084 Martin/Martin Contact: Sean Molloy Email: smolloy@martinmartin-mtn.com Address: 0101 Fawcett Road, Suite 260 PO Box 8896 Avon, CO 81620 Phone: 970-581-2546 Fax: 970-748-0722 Rader Engineering Contact: Drew Rader Email: drader@raderengineering.com Address: P.O. Box 8610 Avon, CO 81620 United States of America Phone: 970-845-7910 Hose Bib HB Joint JT 1/4" = 1'-0" 3/24/2016 9:05:09 AM A1.0 COVER SHEET CWF HB REIMERS RESIDENCE 03/01/2016 3090 BOOTH CREEK DR. VAIL, CO CONSTRUCTION DOCUMENTS REIMERS RESIDENCE 3090 BOOTH CREEK DR. VAIL, CO 03/01/2016 CONSTRUCTION DOCUMENTS A1.0 COVER SHEET SURVEY LANDSCAPE DRAWINGS L1 LAYOUT PLAN L2 OVERALL LANDSCAPE PLAN ARCHITECTURAL DRAWINGS A2.0 SITE PLAN A2.2 AREA CALCS A2.3 DEMO PLAN A2.4 STAGING PLAN A3.0 FOUNDATION 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 NORTH ELEVATION A4.2 SOUTH ELEVATION A4.3 WEST ELEVATION A4.4 EAST ELEVATION A4.5 GARAGE ELEVATIONS A4.6 PERSPECTIVES - INTERIOR LIVING ROOM A4.7 PERSPECTIVES - IKITCHEN A5.1 BUILDING SECTIONS A5.2 BUILDING SECTIONS A5.3 BUILDING SECTIONS A5.4 BUILDING SECTIONS A5.5 BUILDING SECTIONS A5.6 BUILDING SECTIONS A5.7 BUILDING SECTIONS A5.8 BUILDING SECTIONS A5.9 BUILDING SECTIONS A5.10 BUILDING SECTIONS A6.1 FOUNDATION DETAILS A6.2 FOUNDATION DETAILS A6.3 FOUNDATION DETAILS A6.4 FOUNDATION DETAILS A6.5 FOUNDATION DETAILS A6.6 SHADE POCKET AND LIFT & SLIDE DOOR DETAILS A6.7 WALL DETAILS A6.8 DECK AND HANDRAIL DETAILS A6.9 ROOF DETAILS A6.10 ROOF DETAILS A6.11 ROOF DETAILS A7.1 FIREPLACE DETAILS - LOWER LEVEL/HEARTH ROOM A7.1B FIREPLACE DETAILS A7.2 FIREPLACE DETAILS - OUTDOOR A7.3 FIREPLACE DETAILS - LIVING ROOM A7.4 STAIR DETAILS A7.5 STAIR DETAILS A7.6 STAIR DETAILS A7.7 STAIR DETAILS A7.8 STAIR DETAILS A7.9 STAIR DETAILS A7.10 STAIR DETAILS A7.11 STAIR DETAILS A7.12 STAIR DETAILS A7.13 STAIR DETAILS A7.14 STAIR DETAILS A7.15 STAIR DETAILS ARCHITECTURAL DRAWINGS CONT. A8.0 WINDOW AND DOOR SCHEDULE A8.1 WINDOW AND DOOR DETAILS A8.2 WINDOW AND DOOR DETAILS A9.1 INTERIOR ELEVATIONS - BATHROOM #5 AND LAUNDRY ROOM A9.2 INTERIOR ELEVATIONS - KITCHEN A9.3 INTERIOR ELEVATIONS - MASTER BATHROOM A9.4 INTERIOR ELEVATIONS - BATHROOM #2 AND LAUNDRY ROOM A9.5 INTERIOR ELEVATIONS - BATHROOM #3 A9.6 INTERIOR ELEVATIONS - BATHROOM #4 A9.7 INTERIOR ELEVATIONS - MUDROOM AND OFFICE #2 A9.8 INTERIOR ELEVATIONS - WET BAR A10.0 ELECTRICAL SCHEDULE & NOTES A10.1 LOWER LEVEL RCP A10.2 MAIN LEVEL RCP A10.3 UPPER LEVEL RCP STRUCTURAL DRAWINGS S001 GENERAL NOTES S002 QA NOTES S100 FOUNDATION PLAN S101 LOWER LEVEL PLAN S102 MAIN LEVEL PLAN S103 UPPER LEVEL PLAN S014 ROOF PLAN S300 TYP. CONCRETE DETAILS S301 SLAB-ON-GRADE DETAILS S302 FOUNDATION DETAILS S303 FOUNDATION DETAILS S500 TYP. STEEL DETAILS S501 STEEL CONNECTIONS S510 STEEL DETAILS S600 WOOD FRAMING DETAILS S601 WOOD FRAMING DETAILS S602 WOOD FRAMING DETAILS S610 FLOOR DETAILS S611 FLOOR DETAILS S620 ROOF DETAILS S621 ROOF DETAILS MECHANICAL DRAWINGS M0.0 MECHANICAL COVER SHEET M0.1 MECHANICAL ZONING PLAN M0.2 RADON MITIGATION PLAN M1.0 MECHANICAL SCHEDULES M2.0 LOWER LEVEL MECH. PLANS M2.1 MAIN LEVEL MECH. PLAN M2.2 UPPER LEVEL MECH. PLAN M3.0 MECHANICAL SCHEMATICS M3.1 MECHANICAL SCHEMATICS M4.0 MECHANICAL SPECIFICATIONS M4.1 SEQUENCE OF OPERATION No. Revision Description Revision Date 1 BUILDING PERMIT COMMENTS MARCH 22, 2016 04/11/16