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Home My WebLink AboutB17-0342_State Approved Plans.pdfMAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 03 04 B-01 B-02 B-3 NEC Clarification IRC Clarification Seismic Category Clarification 8/25/17 9/27/17 10/27/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A0.00 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Drawing: Cover Sheet Scale: 1' = 1'-0" 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect: Revisions:10/27/17Date printed: Sturm Residence 5044 Main Gore Drive S Vail,CO Developer: evoDOMUS LLC 3143 W 33rd Street, Cleveland, OH 44109 Contact person: Michelle Kolbe phone: 216.772.2603 email: mk@evodomus.com Owner: Leisa K Sturm Revocable Trust 4552 Meadow Drive Unit 13, Vail, CO 81657 Phone: 312.543.6095 email: lsturm@computervoice.com KEYS TO SYMBOLS WALL SECTION CUT DRAWING NUMBER EARTH/SOIL WALL SECTION WALL SECTION CUT DRAWING NUMBER SCALE: 3/4" or 1-1/2" = 1'-0" POROUS FILL CONCRETE CONCRETE BLOCK BRICK VENEER STONE VENEER DIMENSIONAL LUMBER WOOD BLOCKING PLYWOOD BATT INSULATION RIGID INSULATION GYPSUM BOARD/DRYWALL CLOSED CELL SPRAY FOAM LEVEL/ELEVATION/DATUM DETAIL CUT DRAWING NUMBER DETAIL DETAIL CUT DRAWING NUMBER SCALE: 1-1/2" or 3" = 1'-0" BUILDING SECTION CUT DRAWING NUMBER BUILDING SECTION BUILDING SECTION CUT DRAWING NUMBER SCALE: 1/4" = 1'-0" BUILDING SECTION CUT DRAWING NUMBER INTERIOR ELEVATION INTERIOR ELEVATION VIEW DRAWING NUMBER SCALE: 1/2" = 1'-0" ELEV. 1 2 3 Project Description: Two-family residence in District (R). Three-story structure with attached, 3-car garage and heated driveway, surface parking and sidewalk. Legal Description: Lot 2 Vail Meadows Filing No. 1 Surveyor: Archibeque Land Consulting, Ltd 115 Broadway - PO Box 3893 Eagle, CO 81631 Contact person: Ted Archibeque Phone: (970)328-6020 email: info@prolandsurvey.com Civil Engineer: Marcin Engineering 130 Ski Hill Road, Suite 235 PO Box 6008 Breckenridge, CO 80424 Contact Person: Tony Vazquez Phone: (970)771-3459 email: tony@marcinengineering.com Local Contractor: TBD , CO Contact Person: Architect: Robert W. Shearer 1361 Lakeland Ave, Lakewood, OH, 44107 Contact person: Robert W. Shearer Phone: (216)401-3830 email: rwsheaerer@gmail.com Code Information Codes Referenced:2012 IRC, 2015 IRC1 Design Loads: Wind (302.4):115 mph Floor:20DL+40LL Exterior Deck Floor: Snow (301.2.5): Ground:100 psf 20DL+40LL Soil Bearing Capacity (Geotech):3000 psf 2015 IPC Min Fire Separation Distance (302.1):5'-0" Flood Hazard Area (per FEMA map 08037CO493D): Seismic Design Category (301.2.2):B 2015 IMC 2014 NEC, 2017 NEC2 2015 IECC 145 psf Roof: Frost Depth:48" Energy Code Compliance Method ERI Maximum Energy Rating Index 54 Energy Rating Index as Designed3 54 Required Blower door test to meet ERI3 <2.85 ACH (50) 3Because the maximum infiltration rate for this building to remain under the code mandated ERI is less than 3 ACH (50), the Rater has input building as proposed, and then determined the maximum infiltration rate allowable to not exceed maximum ERI. The HVAC System for this project is an engineered system. Code Notes See Energy Code Inspection Checklist for items required for IECC compliance. GENERAL NOTES DOCUMENT OWNERSHIP: ALL DRAWINGS AND SPECIFICATIONS PREPARED AS PART OF THIS COMMISSION ARE THE PROPERTY OF evoDOMUS LLC AND WILL NOT BE TRANSFERRED OR USED ON ANY OTHER PROJECT WITHOUT WRITTENAGREEMENT. GENERAL REQUIREMENTS: WORK PREPARED SHALL COMPLY WITH THE FOLLOWING: (1) PACKAGE CONTAINING BOTH SPECIFICATIONS AND DRAWINGS. (2) APPLICABLE STATE AND LOCAL BUILIDING CODES AND THE RULES AND REGULATIONS OF GOVERNMENTAL AGENCIES AND UTILITY COMPANIES HAVING JURISDICTION OVER THE WORK. INTENT OF THE CONTRACT DOCUMENTS THE INTENT OF THE CONTRACT DOCUMENTS IS TO PROVIDE FOR THE CONSTRUCTION AND COMPLETION OFTHE WORK DESCRIBED OR AS MAY BE AMENDED. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND SUPPLIES REQUIRED TO COMPLETE THE WORK ACCORDING TO PLANS, SPECIFICATIONS, AND TERMS OF THE CONTRACT DOCUMENTS. THE APPARENT SILENCE OR OMMISION OF THE CONTRACT DOCUMENTS AS TO ANY DETAIL SHALL BE REGARDED AS MEANING ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND ONLY FIRST QUALITY MATERIALS AND WORK ARE TO BE USED.DRAWINGS AND SPECIFICATIONS ARE CONSIDERED OF EQUAL IMPORTANCE. ANY CLARIFICATION REQUIRED BETWEEN THE TWO SHOULD BE ADDRESSED VIA A REQUEST FOR INFORMATION (RFI.) WORKMANSHIP: ALL WORKMANSHIP SHALL CONFORM TO ALL APPLICABLE BUILDING CODES, ORDINANCES, AND ACCEPTABLE BUILDING STANDARDS. THE CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES. CONSTRUCTION DEBRIS: THE LOCAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL EXCESS DIRT AND DEBRIS FROM THE EXCAVATION, DEMOLITION, AND CONSTRUCTION AS REQUIRED; INCLUDING ANY DEBRIS FROMMANUFACTURER. ON-SITE VERIFICATION: THE LOCAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PIOR TO COMMENCING THE WORK. IF A REQUIRED DIMENSION IS NOT SHOWN, CONTACT evoDOMUS FOR MORE INFORMATION. MISCELLANEOUS NOTES: THE BUILDING IS NOT STRUCTURALLY STABLE UNTIL ALL CONNECTIONS, FRAMING, SHEAR WALLS, "X" BRACING, AND EXTERIOR LOAD BEARING MASONRY WALLS ARE COMPLETE AND HAVE ACHIEVED DESIGN STRENGTH. CONTRACTOR IS SOLELY RESPONSIBLE TO MAINTAINSTRUCTURAL STABILITY DURING ERECTION AND CONSTRUCTION. TEMPORARY BRACING SYSTEMS ARE NOT TO BE REMOVED UNTIL STRUCTURAL WORK IS COMPLETE. ALL ANGLED WALLS ON THE FLOOR PLANS ARE AT 45 DEGREE ANGLE; UNLESSNOTED OTHERWISE. FINISHED SQUARE FOOTAGES ARE MEASURED TO THE OUTSIDE OF WALLS. THEY INCLUDEINTERIOR FIREPLACES AND EVERY LOCATION IN WHICH THE FLOOR JOISTS PROJECT FROM THE FOUNDATION. NOT INCLUDED IN SQUARE FOOTAGES: 2-STORY ENTRIES, GARAGES, DECKS, PATIOS, PORCHES, UNFINISHED STORAGE AREAS, BASEMENTS, OR ANY OTHER UNFINISHED AREAS. ENERGY EFFICIENCY STANDARD: THIS HOME IS DESIGNED TO MEET, AT MINIMUM, STANDARDS FOR AN ENERGY STAR HOME AS PUT FORTH BY THE US EPA. CONTRACTOR SHALL FOLLOW ALL GUIDELINES AND CHECKLISTS AS REQUIRED TO MEET THIS STANDARD. LIABILITY INSURANCE: THE LOCAL CONTRACTOR SHALL PROCURE AND MAINTAIN, AT ITS SOLE EXPENSE, INSURANCE (NAMING evoDOMUS, evoDOMUS AFFILIATES AND, IF REQUIRED, OWNER ANDOWNER'S LENDERS, AS ADDITIONAL INSURED) IN SUCH AMOUNTS AND FOR SUCH COVERAGES AS FOLLOWS: (a) COMMERCIAL GENERAL LIABILITY COVERAGE OF $2,000,000 EACH OCCURRENCE (INCLUDING PRODUCTS/COMPLETED OPERATIONS AND PERSONAL AND ADVERTISING INJURY COVERAGES IN THE FOREGOING AMOUNTS), WORKER'S COMPENSATION COVERAGE AS REQUIRED BY STATE LAW (BUT NOT LESS THAN $1,000,000),AND AUTOMOBILE/HIRED AND NON-OWNED LIABILITY WITH A $1,000,000 COMBINED SINGLE LIMIT, OR (b) AS REQUIRED BY THE CONTRACT DOCUMENTS, OR (c) AS REQUIRED BY evoDOMUS'S INSURER, WHICHEVER (a), (b), OR (c) IS HIGHER (AS TO AMOUNT) AND BROADER (AS TO COVERAGE TYPES). COORDINATION OF THE WORK: THE LOCAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE WORK AND THE METHODS OF CONSTRUCTION. INTERPRETATION OF CONTRACT DOCUMENTS: SHOULD DISCREPANCIES OR AMBIGUITIES IN, OR OMISSIONS FROM, THE DRAWINGS OR SPECIFICATIONS BE FOUND, OR INQUIRIES RELATIVE TO THE MEANING OR INTENT OF THE CONTRACT DOCUMENTS ARISE, THEY SHALL BE SUBMITTED TO evoDOMUS LLC AND WILL BE ANSWERED BY ADDENDA. SUCH INSTRUCTIONS AND OTHER ADDENDA ISSUED PRIOR TO THE DATE OF THE SIGNING OF THE AGREEMENT WILL BE CONSIDERED AS PART OF THE CONTRACTDOCUMENTS AND BE BINDING TO THE CONTRACTOR. MANUFACTURER'S PRODUCTS AND FABRICATIONS: ALL MANUFACTURER'S AND FABRICATOR'S PRINTED WARNINGS FOR HANDLING OF HIS PRODUCTS MUST BE STRICTLY OBSERVED. ALSO AS PER LOCAL CODES AND REQUIREMENTS. ALL PRODUCTS AND MATERIALS MUSTBE PROVIDED AND INSTALLED IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. IN THE EVENT OF CONFLICT BETWEEN THE DRAWINGS OR THE SPECIFICATIONS AND THE MANUFACTURER'S RECOMMENDATIONS, NOTIFY evoDOMUS LLC AND OBTAIN CLARIFICATION BEFORE PROCEEDING WITH THE WORK. GUARANTEE: THE LOCAL CONTRACTOR SHALL GUARANTEE THAT ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING COMPLETION OF ALL WORK AND THAT ALL DEFECTS ARISING WITHIN THIS PERIOD OF TIME SHALL BE CORRECTED, REPAIRED, OR REPLACED WITHIN 30 DAYS OF NOTIFICATION OF SUCH DEFECTS BY OWNER OR evoDOMUS LLC. LIABILITY INSURANCE: THE LOCAL CONTRACTOR SHALL PROCURE AND MAINTAIN, AT ITS SOLE EXPENSE, INSURANCE (NAMING evoDOMUS, evoDOMUS AFFILIATES AND, IF REQUIRED, OWNER AND OWNER'S LENDERS, AS ADDITIONAL INSURED) IN SUCH AMOUNTS AND FOR SUCH COVERAGES AS FOLLOWS: (a) COMMERCIAL GENERAL LIABILITY COVERAGE OF $2,000,000 EACH OCCURRENCE (INCLUDING PRODUCTS/COMPLETED OPERATIONS AND PERSONAL AND ADVERTISING INJURYCOVERAGES IN THE FOREGOING AMOUNTS), WORKER'S COMPENSATION COVERAGE AS REQUIRED BY STATE LAW (BUT NOT LESS THAN $1,000,000), AND AUTOMOBILE/HIRED AND NON-OWNED LIABILITY WITH A $1,000,000 COMBINED SINGLE LIMIT, OR (b) AS REQUIRED BY THE CONTRACT DOCUMENTS, OR (c) AS REQUIRED BY evoDOMUS'S INSURER, WHICHEVER (a), (b), OR (c) IS HIGHER (AS TO AMOUNT) AND BROADER (AS TO COVERAGE TYPES). Required Special Inspections ITEM Periodic CONCRETE No.Continuous 1 REINFORCING STEEL PLACEMENT X XONSITE CONCRETE TESTING XCONCRETE APPLICATION TECHNIQUES CONCRETE CURING TEMP. AND TECHNIQUES X WOOD CONSTRUCTION2 FASTENERS AND CONNECTORS X FRAMING DETAILS X SOILS3 SITE PREPARATION X XCOMPACTED FILL MATERIALS SOIL LOAD BEARING REQUIREMENTS X ENERGY EFFICIENCY4 AIR SEALING X INSULATION INSTALLATION X BLOWER DOOR - PRELIMINARY X BLOWER DOOR - FINAL X DUCT TESTING - PRELIMINARY X DUCT TESTING - FINAL X HVAC EQUIPMENT AIR BALANCING X 1The State of Colorado enforces the 2012 IRC, while the Town of Vail enforces the 2015 IRC, therefore both codes apply. Where conflicts occur, the more stringent regulation shall apply. 2The State of Colorado enforces the 2017 NEC, while the Town of Vail enforces the 2014 NEC, therefore both codes apply. Where conflicts occur, the more stringent regulation shall apply. Sprinklers and Monitored Fire Alarm System installed per NFPA 72 & VFES Fire alarm installation standards. Zone X STM SHEET INDEX Subset Name GENERAL Civil Landscaping Plans Architectural Plans Architectural Elevations Architectural Building Sections Architectural Wall Sections and Details DETAILS Architectural Schedules & Details Structural HVAC Plans Snow Melt System Mechanical Specifications HVAC Schedules Plumbing Plans Plumbing Schedules Electrical Plans Fire Alarm Plans Electrical Schedules Modular Company Shop Drawings ID A0.00 A0.01 A0.02 C.01 C.02 C.03 L.1 A1.01 A1.02 A1.03 A1.04 A2.01 A2.02 A3.01 A3.02 A3.03 A3.04 A3.05 A4.01 A4.02 A4.03 A4.10 A4.10 A4.10 A4.20 A5.01 A6.01 A6.02 A6.03 A6.04 S.01 S.02 M1.1 M1.2 M1.3 M2.0 M3.0 M6.01 P1.01 P1.02 P1.03 P1.04 P1.05 P1.06 P1.07 P6.01 E1.01 E1.02 E1.03 E1.04 E1.05 E1.06 E1.07 E2.01 E6.1 E6.2 MC.01 MC.02 MC.03 MC.04 MC.05 MC.06 MC.07 MC.08 MC.09 MC.10 MC.11 MC.12 MC.13 MC.14 MC.15 Name Cover Sheet Site Plan w/ Crane Logistics NOT INCLUDED Site Plan Grading Plan Survey-1 Survey-2 Landscape Plan BSMT/Garden Level First Floor Second Floor Roof Plan Elevations East & West Elevations North & South Section 1 Section 2 Section 3 Section 4 Section 5 Wall Section A Wall Section B Wall Section C 201 Entry Interior NOT INCLUDED 202 Living Room Interior NOT INCLUDED 203 Kitchen & Pantry Interior NOT INCLUDED Fire Rated Assemblies Roof Details Window Schedule Door Schedule Finish Schedule NOT INCLUDED Appliance Schedule NOT INCLUDED BSMT/Garden Level Framing Retaining Wall Details HVAC BSMT HVAC First Floor HVAC Second Floor Snow Melt Specifications HVAC Schedules Basement Drain/ Waste Plan First Floor Drain/Waste Plan Second Floor Drain/Waste Plan DWV Isometric Basement Plumbing Supply Plan First Level Plumbing Supply Plan Second Floor Plumbing Supply Plan Plumbing Schedule BSMT Lighting and Switching Plan BSMT Power Plan First Floor Lighting and Switching Plan First Floor Power Plan Second Floor Lighting and Switching Plan Second Floor Power Plan Site Lighting Plans Fire Alarm Plans Electrical Schedule Electrical Panel Schedule and Riser Diagram Foundation Loading Plan Foundation Structural Plan Foundation Hold Downs Floor Plan-1st Floor Floor Plan-2nd floor 1st Story Structural Plan 2nd Story Structural Plan Roof Structural Plan Overhang Detail Thrust Beam Details Braced Wall Layout, 1st Floor Shear Wall Connections -1st Floor Braced Wall Layout-2nd Floor Shear Wall Connections -2nd Floor Plubming Details and Isometrics Issue ID 04 01 04 01 01 01 01 03 01 01 04 01 01 01 01 01 01 01 01 01 03 03 03 03 03 04 01 04 01 01 04 04 01 01 01 01 01 04 04 03 03 04 04 04 04 01 03 04 04 03 03 03 03 04 03 04 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 Issued Date 10/27/17, 11:52 … 8/25/17, 5:18 PM 10/27/17, 11:52 … 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 9/27/17, 4:16 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 10/27/17, 11:52 … 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 9/27/17, 4:16 PM 9/27/17, 4:16 PM 9/27/17, 4:16 PM 9/27/17, 4:16 PM 9/27/17, 4:16 PM 10/27/17, 11:52 … 8/25/17, 5:18 PM 10/27/17, 11:52 … 8/25/17, 5:18 PM 8/25/17, 5:18 PM 10/27/17, 11:52 … 10/27/17, 11:52 … 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 10/27/17, 11:52 … 10/27/17, 11:52 … 9/27/17, 4:16 PM 9/27/17, 4:16 PM 10/27/17, 11:52 … 10/27/17, 11:52 … 10/27/17, 11:52 … 10/27/17, 11:52 … 8/25/17, 5:18 PM 9/27/17, 4:16 PM 10/27/17, 11:52 … 10/27/17, 11:52 … 9/27/17, 4:16 PM 9/27/17, 4:16 PM 9/27/17, 4:16 PM 9/27/17, 4:16 PM 10/27/17, 11:52 … 9/27/17, 4:16 PM 10/27/17, 11:52 … 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM 8/25/17, 5:18 PM Area Schedule Story BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level First Floor Second Floor Zone Name Gross External First Floor Apartment (SALES) Gross External First Floor House(SALES) Gross External First Floor Garage (SALES) Gross External Main Floor (SALES) Gross External Main Floor (SALES) Calculated Area 1,065.72 1,687.79 976.62 2,366.08 1,977.28 8,073.49 sq ft Project Location 5044 Main Gore Drive S MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 8/25/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A0.01 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Site Plan w/ Crane Logistics Drawing: Site Plan w/ Crane Logistics Scale: PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/27/17Date printed:30'48' 8590 8588 8586 8592 8594 8596 8592 8594 968590 50 4 4 M a i n G o r e D r i v e S STOCKPILEDOWNSPOUTDOWNSPOUT30'8'15'32'-10 3/8" (8622.86 ' ) 10'-10" (8612.17') 9'-7" (8599.58') 33'-4 3/4"" (8623.40 ' ) 29'-11" (8619.92') 34'-8 3/4" (8624.73 ' )CRANELOCATIONDUMPSTER8'x12'TRAILER STACKB O X S T A G I N G 1":12"1":12"1 1/2":12" 1 1/2":12"1 1/2":12"1 1/2":12"1/4":12"1/4":12"1/4":12"1/4":12"1/4":12"Gross Residential Floor Area Lot Size 22,408 sft Allowable Buildable Area0.46 x 10,000 = 4,600.0 sf0.38 x 5000 = 1900.0 sf0.13 x 7408 = 963.0 sfTotal buildable area 7463.0 sf Proposed Buildable AreaFirst Floor Main 2649.5 sfdeduct garage -993.9 sf 1655.6 sf Second Floor Main 2,305.3 sfThird Floor Main 2,374.7 sfTotal Main 6,335.6 sf TotalFirst Floor Secondary 1,036 sf Total proposed area 7,371.6 sft 3 CAR GARAGE MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 04 TOV-1 TOV-2 TOV-3 Limits of Disturbance No Heated Drive in ROW ROW Permit info 8/25/17 10/27/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A0.02 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Drawing: Site Plan Scale: 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect: Revisions:10/27/17Date printed: 0 5'10'20' N HEATED TERRACES AND STAIRS, PAVERS ON CONCRETE HEATED NATURAL STONE STAIRS ON CONCRETE DRIVE WITHIN ROW IS NOT HEATED DRIVE WITHIN ROW IS NOT HEATED 8590 8588 8586 8592 8594 8596 8592 PARKING FOR SECOND UNIT. HEATED, EXPOSED AGGREGATE CONCRETE WITH 4' UNHEATED CONC. PAN AT ROAD HEATED, EXPOSED AGGREGATE CONCRETE DRIVEWAY WITH 4' UNHEATED CONC. PAN AT ROAD 8592 8594 ROOF DECK ROOF DECK 85928590HEATED, EXPOSED AGGREGATE CONCRETE SIDEWALK 8590 8588 968590 50 4 4 M a i n G o r e D r i v e S 200 SF SNOW STORAGE 20 ' S E T B A C K L I N E 15' SETBACK LINE15' SETBACK LINE15' S E T B A C K L I N E EXISTING STRUCTUREDOWNSPOUT DOWNSPOUTSEE CIVIL PLANS FOR LIMITS OF DISTURBANCE, DRAINAGE INFORMATION, AND MORE DETAILED SITE PLAN INFORMATION.4'4'8' 32'-10 3/8" (8622 . 8 6 ' ) 10'-10" (8612.17 ' ) 9'-7" (8599.58') 33'-4 3/4"" (8623 . 4 0 ' ) 29'-11" (8619.92 ' ) 34'-8 3/4" (8624. 7 3 ' )FOUNDATION LINE BELOWBUILDING LINE BELOW1":12"1":12"1 1/2":12" 1 1/2":12"1 1/2":12"1 1/2":12"1/4":12"1/4":12"1/4":12"1/4":12"1/4":12"1/4":12"1/4":12"Gross Residential Floor Area Lot Size 22,408 sft Allowable Buildable Area 0.46 x 10,000 = 4,600.0 sf 0.38 x 5000 = 1900.0 sf 0.13 x 7408 = 963.0 sf Total buildable area 7463.0 sf Proposed Buildable Area First Floor Main 2649.5 sf Below Grade Deduction -801.0 sf deduct garage -993.9 sf 854.6 sf Second Floor Main 2,305.3 sf Third Floor Main 2,374.7 sf Total Main 5,534.6 sf Total First Floor Secondary 1,036 sf Total proposed area 6,570.6 sft 04.TOV-3 04.TOV-104.TOV-2 04.TOV-2 3 CAR GARAGE FOR ALL WORK IN RIGHT OF WAY: OBTAIN RECOVERABLE ROW PERMIT. CONTACT LEONARD SANDOVAL AT THE TOWN OF VAIL PUBLIC WORKS DEPARTMENT: 970-479-2198 MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 03 B-08 Apartment Separation 8/25/17 9/27/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A1.01 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: BSMT/Garden Level Drawing: BSMT/Garden Level Scale: 1/4" = 1'-0" PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/27/17Date printed: 122.1 (DR)(t)122.47'-6"9' 113.17'3'114.17'3'101.1 7'2'-6"106.17'2'-8"210.1110.17' 2'-8" 111.17'2'-8"210.1119.17' 2'-8" 117.1 7'2'-8"117.17' 3' 106.2 (TT/FX)(E)120.1 (TTd)120.2 (TT/FX/TT) 116.1 (FX/TT) 111.1 (FX/TT)(E)107.17' 2'-6" 118.17'2'-8"116.1 7'2'-8"102.17' 3' 104.1 (DR)(t)105.1 (TT/FX)105.17' 3'210.17' 2'-6"105.2 (TT/FX)106.1 (TT)(t)122.27'-6" 9'122.37'-6" 9'122.37'-6" 9'122.37'-6" 9'122.47'-6"9'122.47'-6"9'NDWF 120.27'2'-4" 0 2'4'8' 120.2 7'2'-8"eD10.01.06 (TYP) 88'-53/8" 48'-23/4"40'-25/8"44'-01/2"88'-43/4"6'-01/4"11'-93/8"43/4"7'-33/4"63/4"17'-113/8"1'-57/8"10'-31/2"13'-37/8"10'-41/8"7'-63/4"7'-75/8" 23'-73/8"43/4" 19'-73/8"43/4" 4'-81/8"43/4" 7'-6"107/8" 6'-23/8"63/4" 11'-6"43/4" 12'-27/8" 7'-53/8"4'-91/2"5'-47/8"6'-11/8" 61/8" 10'-01/8"10'-05/8"3'-01/2"107/8"10'-8"63/4"13'-91/4"43/4"6'-11/2"63/4"6'-51/4"43/4"4'-0"6'-67/8"4'-51/2"41/8"8'-75/8"3'-111/8" 5'-2"43/4"5'-111/4"91/8"41/8"4'-111/8"3'-35/8"2'-43/4"1'-07/8" 2'-57/8"11'-93/4"16'-91/8"107/8"10'-101/2"43/4"2'-0"43/4"3'-0"43/4"2'-1"6'-91/8"63/4"1'-6"3'-8"43/4"8'-01/8"3'-43/4"63/4"3'-35/8"43/4"2'-0"107/8"1'-9"101/4"7'-63/4"3'-17/8" FFL 8590' -4 1/2" = 8589'-7 1/2 8588'-9" (-1"3") 03A3.01 01A1.01 04A4.01 27 A4.01 27 A4.01 KERDI SHOWER KIT WITH CURB SW-1 SW-1 SW-1 SW-3P SW-3P SW-3PSW-1 SW-3PSW-1SW-1 SW-4P SW-4P SW-2 KERDI SHOWER KITWITH CURB KERDI SHOWER KIT WITH CURB CONCRETE PAD FOR COLUMN POURED IN PLACE REINFORCEDCONCRETE STAIR ANDRETAINING WALLS. SEESPECIFICATIONS AND FINISHSCHEDULES. POURED IN PLACE REINFORCEDCONCRETE STAIR ANDRETAINING WALLS. SEESPECIFICATIONS AND FINISHSCHEDULES. VERIFY METER CABINET &LOCATION WITH UTILITIES. SUPPLY AND INSTALL STEELLALLY COLUMNS ON CONCRETEPAD FOUNDATIONS AS SUPPLIEDBY SWA. SUPPLY AND INSTALL FRAMINGSTRAPS PER SWA BUILDERGUIDELINE BOOKLET FORMODULAR CONSTRUCTION. SUPPLY AND INSTALL CLOSED TREADSTAIR WITH STONE CLADDING. SEESECTIONS AND SPECIFICATIONS. SUPPLY ANDINSTALL GLASSSHOWER DOOR. TYPFOR ALL. FRAME RAISED FLOOR SUMP PUMP FLOOR IN MEDIA ROOM LOWERED! LUNOS UNITS SUPPLY & INSTALL BY LC. TYPFOR ALL IN SUPERIOR WALLS FRONT WALL FRAMED BY LC SLAB DRAIN CONNECT TOPERIMETER DRAIN SYSTEM SLAB DRAIN CONNECTTO PERIMETER DRAINSYSTEM INTERNAL DRAINFROM ROOF FLOOR DRAINS AT EACH PARKINGBAY TO AVOID INTERIOR ICEBUILD-UP AT GARAGE DOORS LOCATE TOILET ANDWALL SUCH THATROUGH PIPING DOESNOT CONFLICT WITHCONCRETE PAD.KEEP AS TIGHT ASPOSSIBLE. LINE OF SEPARATIONBETWEEN UNITS (1/2 HRFIRE RATED PER IRC302.3.1) CEILING ABOVEAPARTMENT IS REQUIREDTO BE 30 MIN RATED,DESIGNATED AS 1 HRRATED.ROD & SHELFROD &SHELFBUILT-IN CABINETRYWITH DOORSBUILT-IN BENCH& SHELVESBUILT-IN CABINETRYWITH BENCH & SHELVESBUILT-INCABINETRYBUILT-IN CABINETRYWITH BENCH & SHELVESKITCHENSTEEL BEAM ABOVESTEEL BEAM ABOVESTEEL BEAM ABOVELINE OF BUILDING ABOVE LINE OF BUILDING ABOVE HEATED DRIVEWAY BULKHEAD ABOVESOFFITDOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT HEATED SIDEWALK ENTRYSECONDARYUNIT ENTRYMAIN HOUSE ELEVATORTANK& CONTROLBUILT-INCOUNTERTOPAV EQUIPMENTBUILT-INCABINETRYBUILT-IN CABINETRYWITH BENCH & SHELVES LEVELFLOOR SOFFIT SOFFITSOFFITSOFFITSOFFIT STEEL BEAM ABOVE STEEL BEAM ABOVE STEEL BEAM ABOVE RAISED, FRAMED FLOOR FFL 8590'SLOPE;1/4"/FT. ROOFDRAINAGE GARAGE122CONC-1Installed by:LCA: 993 sq ft H: 8.51' MECHANICAL 102CONC-2Installed by:LCA: 79 sq ft H: 8.51' BEDROOM 2 111CPT-1Installed by:LCA: 125 sq ftH: 8.51' Gross External First Floor (ZONING) A:2,649 sq ft Gross External Secondary Unit (ZONING) A:1,036 sq ft FOYER101STONEInstalled by:LCA: 150 sq ftH: 8.51' STAIR 103StoneInstalled by:LC A: 89 sq ftH: 8.51' FOYER 101 STONEInstalled by:LCA: 63 sq ftH: 8.51' HALL108EWP-1Installed by:LCA: 60 sq ftH: 8.51' LAUNDRY 110STONEInstalled by:LC A: 10 sq ftH: 8.51' BATH112STONEInstalled by:LC A: 58 sq ftH: 8.51' BATH114 STONECT: LCH: 8.51' Hall 115STONEInstalled by:LCA: 81 sq ft H: 8.51' Mud Room 117 STONEInstalled by:LCA: 139 sq ftH: 8.51' Hall 118STONEInstalled by:LCA: 41 sq ftH: 8.51' Media Room 119 CPT-1Installed by:LCA: 289 sq ftH: 8.51' SAUNA 122 CONC-2Installed by:LCA: 53 sq ftH: 8.51' MECHANICAL 113CONC-2Installed by:LC A: 32 sq ftH: 8.51' ELEVATOR100SEE SPECSInstalled by:LCA: 30 sq ftH: 8.51' Office116EWP-1Installed by:LC A: 155 sq ftH: 8.51' PATIO AND STAIR STONEA: 242 sq ft CHANGE 121STONEInstalled by:LC A: 33 sq ftH: 8.51' BATH 107STONEInstalled by:LCA: 39 sq ftH: 8.51' BEDROOM 1106CPT-1Installed by:LCA: 149 sq ftH: 8.51' Gym 120RF-1Installed by:LCA: 210 sq ftH: 8.51' LIVING105EWP-1Installed by:LCA: 318 sq ftH: 8.51' 28 A4.01 28 A4.01 29 A4.01 29 A4.01 02A2.01 05A5.01 SW-2 38'-0"6'-83/4"44'-83/4"63/4" 23'-11/4"43/4"42'-11"4'-91/4"7'-33/4"12'-0"11'-10"13'-7"2'-53/8"15'-6"23'-8"43/4" 8'-67/8"43/4" 15'-23/8"8'-91/8"43/4" 31'-03/4" 7'-85/8"8'-8"3'-23/4" 2'-0"4'-67/8"2'-0"43/4"1'-51/2"101/4"8'-03/8"9'-0"2'-101/2"9'-0"2'-101/2"9'-0"2'-27/8"101/4"32'-53/8"12'-33/8"2'-1"4'-3"6'-71/8"43/4"1'-4"4'-61/4"101/4"SUPPLY AND INSTALL STEELBEAMS, PER STRUCTURAL. SEE SPECIFICATIONS FORGARAGE DOORS AND OPENERS. PROVIDE AND INSTALL BUILT INVANITIES, DRAWERS, BATHROOMVANITIES, CABINETRY TYP FOR ALLEXCEPT KITCHEN 203, PANTRY 205 &LAUNDRY 313 UP 16R UP 7R DN 4R UP 15RUP 3RUP 12RNICHENICHE A C D E 6 6 1 5 3 B 2 2 4 03.B-08 03.B-08 MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 8/25/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A1.02 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: First Floor Drawing: First Floor Scale: 1/4" = 1'-0" PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/27/17Date printed:203.2(TT/FX/TT)205.1 (FX/TT) 201.1 (DR/FX)(t) 206.1 (FX)208.1 (FX) 311.2 (TT FX)(t) 209.1 (TT/FX/FX)(t) 208.17'2'-8"310.17' 3' 211.1 7'3'203.1 (LS)(t)207.17'1'-10"207.17'3'-8" 0 2'4'8'NDWDWF 209.2 (TT)(t)202.2b (FX)(t)202.2a (TT/FX)(t)202.3a (FX)(t)202.3b (TT/FX)(t) eD35.09.03 (TYP) eD 50.04.05 (TYP) eD55.01.01, 55.01.03 eD20.03.01, 20.03.02 (TYP) Details 03A3.01 01A1.01 04A4.01 27 A4.01 27 A4.01 204.1 (LS)(t) 13'-113/8"13'-113/8"15'-101/4"15'-23/4"2'-8"5'-2"27'-67/8"5'-31/8"9'-23/4"40'-8"88'-93/8"7'-91/4"13'-63/8"12'-11"63/8" 16'-33/4"15'-23/4" 20'-111/2"58'-61/4"9'-35/8" 88'-93/8"61/8"18'-71/2"4'-1"3'-103/4"2'-3"10'-3"2'-4"12'-01/2"1'-11/4"5'-0"43/4"6'-0"1'-10"43/4"8'-01/4"6'-01/4"2'-0" 9'-25/8"63/4" 6'-63/8"6'-61/8"63/4" 8'-17/8" 3'-103/4"4'-31/8"5'-15/8"4'-1"2'-115/8"3'-63/4" 6'-5"7'-13/8"91/8" 12'-17/8" 43/8"43/4" 5'-111/4"6'-25/8"8'-91/2"1'-11/2"3'-117/8"4'-01/2"7'-01/2"1'-9"3'-0"2'-113/8"2'-6"7'-13/4"5'-81/8"4'-81/8"4'-11/8"46'-13/4"23'-35/8"61/2"22'-35/8"18'-03/4"5'-27/8"11'-51/2"5'-41/4"5'-57/8"5'-77/8"5'-95/8"111/4"1'-43/4" 2'-21/2"3'-43/8"2"2" 8'-4"2"12'-55/8"61/8"6'-65/8"43/4"2'-47/8"43/4"4'-71/2"4'-3"1'-41/8"31/2"6'-31/2"5/8"3'-0"3'-0" 4'-105/8" 53/8" 8'-11 1/2" 28 A4.01 28 A4.01 29 A4.01 29 A4.01 WINE WALL SEE SPECS HOT TUB INCL. ELECT & WATER SUPPLY PATCH DRYWALL AT ALL MATINGWALLS (ENTIRE BUILDING) PATCH DRYWALL AT ALL MATINGWALLS (ENTIRE BUILDING) PATCH DRYWALL CEILINGAT ALL MATING WALLS (ENTIRE BUILDING) NON-MODULEROOF STRUCTURE NON-MODULE ROOF STRUCTURE NON-MODULE ROOF AND STRUCTURE BUILT-IN BENCH PROVIDE AND INSTALL BUILT UP FLATROOFING SYSTEM. SEE SPECS FORMORE INFORMATION. PROVIDE ANDINSTALL BUILT UPFLAT ROOFINGSYSTEM. SEESPECS FOR MOREINFORMATION. INTERNAL DRAINFROM ROOF PATCH DRYWALL ATALL MATING WALLS(ENTIRE BUILDING) WINDOW ABV.;SILL HEIGHT 5'11" HOT TUB ONROOF DECK BUILT-IN CABINETRYWITH DOORSWINE COOLERBUILT-IN MAKE-UPVANITYELEVATOR CAB 40"x54"CLEAR INTERIOR DRYWALL SHAFT - 3 SIDES;3/4" PLYWOOD on RAIL SIDE SOFFITFROSTED GLSHOE SHELVES3' HIGH BUILT-INCHEST OF DRAWERSBUILT-INCLOSET SYSTEM DN DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT CLEAR GL.LIVING ROOM202EWP-1Installed by:LCA: 601 sq ftH: 8.50' FOYER 201STONEInstalled by:LCA: 158 sq ft H: 8.50' KITCHEN 203EWP-1 Installed by:LCA: 213 sq ftH: 8.50' DINING 204EWP-1Installed by:LCA: 263 sq ftH: 8.50' PANTRY205 EWP-1Installed by:LCA: 82 sq ftH: 8.50' STAIR 206(LANDING) STONEInstalled by:LCA: 36 sq ftH: 8.50' HALL 207STONE Installed by:LCA: 43 sq ft H: 8.50' WC208STONEInstalled by:LCA: 40 sq ftH: 8.50' MASTER BED 209EWP-1 Installed by:LCA: 223 sq ftH: 8.50' WIC210EWP-1Installed by:LCA: 65 sq ftH: 8.50' DECKThermoryA: 176 sq ft DECKThermoryA: 56 sq ft Gross External Main Floor (ZONING) A:2,305 sq ft STEAM SHW212TILEInstalled by:MC A: 22 sq ftH: 8.50' MASTER BATH 211STONE Installed by:MCA: 195 sq ftH: 8.50' DECK ThermoryA: 876 sq ft 02A2.01 05A5.01 F 202.1 (TT/FX/FX)(t)211.1 (FX)(t)209.3 (LS)(t)A C D E 6 6 1 5 3 B 2 2 4 eD35.09.03 (TYP)eD35.09.02 (TYP) 27'-31/4"16'-33/4"14'-91/4" 21'-21/8"58'-41/4"9'-35/8"5'-61/8"43/4"6'-0"41/8"1'-13/4"43/4"8'-43/8"63/4"8'-03/8"9'-11"6'-4"43/4"5'-73/4"81/2"10'-0"81/2"4'-1"2'-6"15'-8"4'-105/8" 7'-01/8"12'-71/2"7'-75/8"8'-91/4"41/8" 7'-23/8"12'-97/8"1'-113/8" 5/8"12'-4"1'-117/8"41/8"8'-61/2"3'-6"5/8" 8'-33/4"43/4" 3'-53/8"2'-05/8"81/4" FLUE TO LOCAL CODE SUPPLY AND INSTALL GLASSSHOWER DOOR. TYP FOR ALL. SUPPLY AND INSTALL BUILT INVANITIES, DRAWERS, BATHROOMVANITIES, CABINETRY TYP FORALL EXCEPT KITCHEN ANDLAUNDRY NON-MODULEROOF ANDSTRUCTURE STEPS ANDRETAINING WALLS BUILT-IN BENCH 6x6GALVANIZEDSTEEL POSTPOWDERCOATED TOMATCH METALCLADDING ATBALCONY 6x6 GALVANIZED STEEL POSTPOWDER COATED TO MATCHMETAL CLADDING AT BALCONY UP 18R UP 2R UP 2RDN 7R GENERATORNICHE S-01 BENCH w/ STONE SLAB TOPSITE FRAMED, EWPCLAD BENCH w/ STEPSITE FRAMED, EWPCLAD BENCH w/ STEP DN 6R DN 4R MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 8/25/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A1.03 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Main Floor Drawing: Main Floor Scale: 1/4" = 1'-0" PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/27/17Date printed:203.2(TT/FX/TT)205.1 (FX/TT) 201.1 (DR/FX)(t) 206.1 (FX)208.1 (FX) 311.2 (TT FX)(t) 209.1 (TT/FX/FX)(t) 208.17'2'-8"310.17' 3' 211.1 7'3'203.1 (LS)(t)207.17' 1'-10"207.17' 3'-8" 0 2'4'8'NDWDWF 209.2 (TT)(t)202.2b (FX)(t)202.2a (TT/FX)(t)202.3a (FX)(t)202.3b (TT/FX)(t) eD35.09.03 (TYP) eD 50.04.05 (TYP) eD55.01.01, 55.01.03 eD20.03.01, 20.03.02 (TYP) Details 03A3.01 01A1.01 04A4.01 27 A4.01 27 A4.01 204.1 (LS)(t) 13'-113/8"13'-113/8"15'-101/4"15'-23/4"2'-8"5'-2"27'-67/8"5'-31/8"9'-23/4"40'-8"88'-93/8"7'-91/4"13'-63/8"12'-11"63/8" 16'-33/4"15'-23/4" 20'-111/2"58'-61/4"9'-35/8" 88'-93/8"61/8"18'-71/2"4'-1"3'-103/4"2'-3"10'-3"2'-4"12'-01/2"1'-11/4"5'-0"43/4"6'-0"1'-10"43/4"8'-01/4"6'-01/4"2'-0" 9'-25/8"63/4" 6'-63/8"6'-61/8"63/4" 8'-17/8" 3'-103/4"4'-31/8"5'-15/8"4'-1"2'-115/8"3'-63/4" 6'-5"7'-13/8"91/8" 12'-17/8" 43/8"43/4" 5'-111/4"6'-25/8"8'-91/2"1'-11/2"3'-117/8"4'-01/2"7'-01/2"1'-9"3'-0"2'-113/8"2'-6"7'-13/4"5'-81/8"4'-81/8"4'-11/8"46'-13/4"23'-35/8"61/2"22'-35/8"18'-03/4"5'-27/8"11'-51/2"5'-41/4"5'-57/8"5'-77/8"5'-95/8"111/4" 1'-43/4" 2'-21/2"3'-43/8"2"2" 8'-4"2"12'-55/8"61/8"6'-65/8"43/4"2'-47/8"43/4"4'-71/2"4'-3"1'-41/8"31/2"6'-31/2"5/8"3'-0"3'-0" 4'-105/8" 53/8" 8'-11 1/2" 28 A4.01 28 A4.01 29 A4.01 29 A4.01 WINE WALL SEE SPECS HOT TUB INCL. ELECT & WATER SUPPLY PATCH DRYWALL AT ALL MATING WALLS (ENTIRE BUILDING) PATCH DRYWALL AT ALL MATING WALLS (ENTIRE BUILDING) PATCH DRYWALL CEILING AT ALL MATING WALLS (ENTIRE BUILDING) NON-MODULE ROOF STRUCTURE NON-MODULE ROOF STRUCTURE NON-MODULE ROOF AND STRUCTURE BUILT-IN BENCH PROVIDE AND INSTALL BUILT UP FLAT ROOFING SYSTEM. SEE SPECS FOR MORE INFORMATION. PROVIDE AND INSTALL BUILT UP FLAT ROOFING SYSTEM. SEE SPECS FOR MOREINFORMATION. INTERNAL DRAINFROM ROOF PATCH DRYWALL AT ALL MATING WALLS (ENTIRE BUILDING) WINDOW ABV.; SILL HEIGHT 5'11" HOT TUB ON ROOF DECK BUILT-IN CABINETRYWITH DOORSWINE COOLERBUILT-IN MAKE-UPVANITYELEVATOR CAB 40"x54" CLEAR INTERIOR DRYWALL SHAFT - 3 SIDES; 3/4" PLYWOOD on RAIL SIDE SOFFITFROSTED GLSHOE SHELVES3' HIGH BUILT-INCHEST OF DRAWERSBUILT-INCLOSET SYSTEM DN DOWNSPOUT DOWN SPOUT DOWN SPOUT DOWN SPOUT DOWN SPOUT DOWN SPOUT DOWNSPOUT DOWN SPOUT CLEAR GL.LIVING ROOM202EWP-1Installed by:LCA: 601 sq ftH: 8.50' FOYER 201STONEInstalled by:LCA: 158 sq ft H: 8.50' KITCHEN 203EWP-1 Installed by:LCA: 213 sq ftH: 8.50' DINING 204EWP-1Installed by:LCA: 263 sq ftH: 8.50' PANTRY205 EWP-1Installed by:LCA: 82 sq ftH: 8.50' STAIR 206(LANDING) STONEInstalled by:LCA: 36 sq ftH: 8.50' HALL 207STONE Installed by:LCA: 43 sq ft H: 8.50' WC208STONEInstalled by:LCA: 40 sq ftH: 8.50' MASTER BED 209EWP-1 Installed by:LCA: 223 sq ftH: 8.50' WIC210EWP-1Installed by:LCA: 65 sq ftH: 8.50' DECKThermoryA: 176 sq ft DECKThermoryA: 56 sq ft Gross External Main Floor (ZONING) A:2,305 sq ft STEAM SHW212TILEInstalled by:MC A: 22 sq ftH: 8.50' MASTER BATH 211STONE Installed by:MCA: 195 sq ftH: 8.50' DECK ThermoryA: 876 sq ft 02A2.01 05A5.01 F 202.1 (TT/FX/FX)(t)211.1 (FX)(t)209.3 (LS)(t)A C D E 6 6 1 5 3 B 2 2 4 eD35.09.03 (TYP)eD35.09.02 (TYP) 27'-31/4"16'-33/4"14'-91/4" 21'-21/8"58'-41/4"9'-35/8"5'-61/8"43/4"6'-0"41/8"1'-13/4"43/4"8'-43/8"63/4"8'-03/8"9'-11"6'-4"43/4"5'-73/4"81/2"10'-0"81/2"4'-1"2'-6"15'-8"4'-105/8" 7'-01/8"12'-71/2"7'-75/8"8'-91/4"41/8" 7'-23/8"12'-97/8"1'-113/8" 5/8"12'-4"1'-117/8"41/8"8'-61/2"3'-6"5/8" 8'-33/4"43/4" 3'-53/8"2'-05/8"81/4" FLUE TO LOCAL CODE SUPPLY AND INSTALL GLASS SHOWER DOOR. TYP FOR ALL. SUPPLY AND INSTALL BUILT INVANITIES, DRAWERS, BATHROOM VANITIES, CABINETRY TYP FOR ALL EXCEPT KITCHEN AND LAUNDRY NON-MODULE ROOF AND STRUCTURE STEPS AND RETAINING WALLS BUILT-IN BENCH 6x6 GALVANIZED STEEL POST POWDER COATED TO MATCH METALCLADDING AT BALCONY 6x6 GALVANIZED STEEL POST POWDER COATED TO MATCH METAL CLADDING AT BALCONY UP 18R UP 2R UP 2RDN 7R GENERATORNICHE S-01 BENCH w/ STONE SLAB TOPSITE FRAMED, EWPCLAD BENCH w/ STEPSITE FRAMED, EWP CLAD BENCH w/ STEP DN 6R DN 4R MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 04 TOV-9 Snow Retention Added 8/25/17 10/27/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A1.04 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Drawing: Roof Plan Scale: 1/4" = 1'-0" 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect: Revisions:10/27/17Date printed: 0 2'4'8' 03A3.01 01A1.01 04A4.01 27 A4.01 27 A4.01 38A1.01 28 A4.01 28 A4.01 29 A4.01 29 A4.01 02A2.01 05A5.01 36A2.0137A2.01 16'-83/8"13'-113/8" 14'-33/4" INTERNALDRAIN INTERNAL DRAIN DOWNSPOUT DOWN SPOUT A C D E 6 6 1 5 3 B 2 2 4 8'-0"4'-0" 4'-0"8'-0"32'-10 3/8" (8622.86')10'-10" (8612.17')9'-7" (8599.58')33'-4 3/4"" (8623.40')29'-11" (8619.92')34'-8 3/4" (8624.73')PROVIDE AND INSTALL BUILT UP FLAT ROOFING SYSTEM. SEE SPECS FOR MORE INFORMATION. METAL STANDING SEAM ROOFING. SEE EXTERIOR MATERIALS SCHEDULE FOR COLOR AND SPECIFICATION. METAL STANDING SEAM ROOFING. SEE EXTERIOR MATERIALSSCHEDULE FOR COLOR ANDSPECIFICATION. METAL STANDING SEAM ROOFING. SEE EXTERIOR MATERIALS SCHEDULE FOR COLOR AND SPECIFICATION. X GUARD 2.0 SNOW FENCE ASINDICATED, SEE DETAIL 1 / A5.01 1":12" 1":12"1 1/2":12"1 1/2":12"1 1/2":12"1 1/2":12"1/4":12" 1/4":12"1/4":12"1/4":12"1/4":12"1/4":12"1/4":12"04.TOV-9 04.TOV-9 04.TOV-9 MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 8/25/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A2.01 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Elevations East & West Drawing: Elevations East & West Scale: 1/4" = 1'-0" PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave. Lakewood, OH 44107 Phone: (216) 401-3830rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/28/17Date printed:6'-6"2'-81/2"2'-81/2"32'-83/4"29'-11" (8619.92)32'-101/2"REALSTONE CLADDING REALSTONE CLADDING METAL CLADDING, SEE SPECS THERMORY T&G SIDING THERMORY SOFFIT METAL FASCIA, DEPTH PENDING METAL CLADDING, SEE SPECS REALSTONE CLADDING THERMORY T&G SIDING KEUKA CABLE RAILING BALCONY FRAMED AND FINISHED BY LC BALCONY FRAMED AND FINISHED BY LC KEUKA CABLE RAILING KEUKA CABLE RAILING CANTILEVERED ROOF STRUCTURE BY MCWATERPROOFING, FINISHES, METAL FASCIA AND SOFFIT BY LC ALL GUTTERS AND DOWNSPOUTS BY LC INSTALL ALL WINDOW SILLS DELIVERED WITH MODULES INSTALL ALL BASEMENT WINDOWS, DOORS AND SILLS DELIVERED WITH MODULES 105.1 (TT/FX) 104.1 (DR)(t) 202.3b (TT/FX)(t)202.3a (FX)(t)202.2a (TT/FX)(t)202.2b (FX)(t) 310.1 (TT/FX/FX)(t) 116.1 (FX/TT) 303.2 (FX/FX)301.1 (FX/FX)(t)303.3 (FX) 209.1 (TT/FX/FX)(t) 122.1 (DR)(t) 201.1 (DR/FX)(t) LOWEST POINT OF GRADE DIRECTLY BELOW CORNER OF ROOF OVERHANG (8592') FFL 0.00 = 8590' 1st FLOOR 3'-0" ABOVEDECK3'-0" ABOVEDECK12 1 LOWEST POINT OF EXISTING GRADE AT CORNER OF ROOF OVERHANG 32'-10 3/8" (8622.86)32'-35/8"6'-6"5'-115/8"32'-93/4"33'-4 3/4" (8623.40)28'-57/8"29'-11" (8619.92) THERMORY T&G SIDINGMETAL CLADDING, SEE SPECS METAL FASCIA, DEPTH PENDING CABLE RAILING CABLE RAILING THERMORY T&G SIDING INSTALL ALL BASEMENT WINDOWS, DOORS AND SILLS DELIVERED WITH MODULES REALSTONE CLADDING INSTALL ALL WINDOW SILLS DELIVERED WITH MODULES METAL CLADDING, SEE SPECS INSTALL ALL WINDOW SILLS DELIVERED WITH MODULES BALCONY FRAMED AND FINISHED BY LC REALSTONE CLADDING CABLE RAILING CABLE RAILING BALCONY INSULATION, MEMBRANE, FASCIA AND RAILING METAL COPING SCREEN WALL FOR CONDENSERSCONCRETE FOUNDATION BALCONY FRAMED AND FINISHED BY LC REALSTONE CLADDING INSTALL LIFT&SLIDE DOOR GLAZING (TYP 0F 4) 304.2 (FX/TT/FX)(E)(t)307.1 (FX/TT/FX)(E)(t) 205.1 (FX/TT) 206.1 (FX) 314.1 (FX) 313.1 (FX) 208.1 (FX) 311.2 (TT FX)(t) 311.2 (TT FX)(t) 111.1 (FX/TT)(E)106.2 (TT/FX)(E) 120.2 (TT/FX/TT) 120.1 (TTd) 204.1 (LS)(t) LOWEST POINT OF EXISTING GRADE AT CORNER OF ROOF OVERHANG EXISTING GRADE EXISTING GRADE LOWEST POINT OF FINISH GRADE AT TOP OF ROOF OVERHANG FFL +19'-9 1/4" 3rd FLOOR FFL +28'-7 3/4" ROOF FFL +8'-11 1/2" 2nd FLOOR FFL 0.00 = 8590' 1st FLOOR 121 WEST ELEVATION MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 8/25/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A2.02 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Elevations North & South Drawing: Elevations North & South Scale: 1/4" = 1'-0", 1" = 1'-0" PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave. Lakewood, OH 44107 Phone: (216) 401-3830rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/28/17Date printed:9'-5"10'-10" 32'-10 3/8" (8622.86) METAL CLADDING, SEE SPECS THERMORY T&G SIDING THERMORY SOFFIT METAL FASCIA INSTALL ALL WINDOW SILLS DELIVERED WITH MODULES INSTALL ALL BASEMENT WINDOWS, DOORS AND SILLS DELIVERED WITH MODULES THERMORY T&G SIDING CABLE RAILING CABLE RAILING REALSTONE CLADDING CONCRETE WALL AND STAIR NON LOCKABLE DOORS FOR ELECTRIC METER BALCONY FRAMED AND FINISHED BY LC METAL CLADDING, SEE SPECS INSTALL LIFT&SLIDE DOOR GLAZING (TYP 0F 4) METAL FASCIA, DEPTH PENDING REALSTONE CLADDING 311.1 (FX)310.3 (FX/FX)(t) 303.1 (FX/FX) 310.2 (TTd)(E)(t) 202.1 (TT/FX/FX)(t) 209.2 (TT)(t)209.3 (LS)(t) 211.1 (FX)(t) 106.1 (TT)(t) 105.2 (TT/FX) EXISTING GRADE EXISTING GRADE 121.5 FFL +19'-9 1/4" 3rd FLOOR FFL +28'-7 3/4" ROOF FFL +8'-11 1/2" 2nd FLOOR FFL 0.00 = 8590' 1st FLOOR 7'-0"13'-25/8"33'-4 3/4" (8623.40) 9'-7" 34'-8 3/4" (8624.73) EXISTING GRADE THERMORY SOFFIT REALSTONE CLADDING REALSTONE CLADDING METAL COPING SCREEN WALL FOR CONDENSERSCONCRETE FOUNDATION BALCONY FRAMED AND FINISHED BY LC CABLE RAILING CABLE RAILING CABLE RAILING INSTALL ALL WINDOW SILLS DELIVERED WITH MODULES THERMORY T&G SIDING METAL CLADDING, SEE SPECS METAL FASCIA, DEPTH PENDING INSTALL LIFT&SLIDE DOOR GLAZING (TYP 0F 4) 203.2(TT/FX/TT) 302.1 (LS)(t) 203.1 (LS)(t) 304.1 (TT/FX)(t) FFL +19'-9 1/4" 3rd FLOOR FFL +28'-7 3/4" ROOF FFL +8'-11 1/2" 2nd FLOOR FFL 0.00 = 8590' 1st FLOOR 12 1.5 121.5 Exterior Building Materials List Building Material Type of Material Color Roof TPO membrane Gray Mfg - Firestone, GAF or equal Standing Seam Metal Mfg - ClickLock Dark Grey Siding 6" T&G horizontal, Natural weathered gray heat modiﬁed Amer. Ash Mfg - Thermory Stone Quartzite stone veneer Beige / Gray Mfg - Realstone Estate Stone Panels Powder-coated Aluminum Brown/Black OR Fiber Cement Board Mfg - Equitone Fascia 6" T&G horizontal, Natural weathered gray heat modiﬁed Amer. Ash Mfg - Thermory Sofﬁts 6" T&G horizontal, Natural weathered gray heat modiﬁed Amer. Ash Mfg - Thermory Windows Wood w/ powder-coated Brown/Black aluminum exterior cladding Mfg - Unilux Doors Wood w/ powder-coated Brown/Black aluminum exterior cladding Mfg - Unilux Garage Doors Wood Natural weathered gray Door Trim 6" T&G horizontal, Natural weathered gray heat modiﬁed Amer. Ash Mfg - Thermory Hand or Deck Rails Powder-coated aluminum Brown/Black cable railing Mfg - Keuka, or similar Flashing Powder-coated Aluminum Brown/Black Chimney Realstone Estate Stone Beige / Gray Exterior Lighting Tube wall sconce Dark Gray or Brown Mfg WAC Lighting Strut Bollard Dark Gray or Brown Landscape Light Mfg Tech Lighting LEDme Step & Wall light Dark Gray or Brown Mfg WAC Lighting Driveway Exposed aggregate concrete SOUTH ELEVATION NORTH ELEVATION MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 8/25/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A3.01 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Section 1 Drawing: Section 1 Scale: 1/4" = 1'-0" PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/27/17Date printed: A C D EB eD10.01.10 (SIM) eD 30.03.07 eD 10.03.01 (SIM)eD35.09.02 (TYP) eD35.09.02 (TYP) #DrgID #LayID #DrgID #LayID -4'-8 1/2" -1 Top of Footing (Main House) ±0" 1 BSMT/Garden Level +9'-5 1/2" 2 First Floor +19'-9 3/8" 3 Second Floor +28'-7 7/8" 4 Roof 13'-113/8"13'-113/8"15'-101/4"15'-23/4"8'-71/2"10"10'-37/8"8'-101/2"2'-23/4"FFL 0.00 = 8590' 9'-5 1/2" 19'-9 3/8" 32'-10 3/8" (8622.86) -4 1/2"1'-3"8'-71/2"10"8'-6"1'-97/8"7'-71/4"1'-31/4"9'-7" (8599.58') 29'-11" (8619.92)7'-8"4"7'-8"5/8"107/8"0"4"7'-8"8'-111/2"5/8"ROXUL SAFE N SOUND ACOUSTICAL INSULATIONBETWEEN MAIN FLOOR AND FIRST FLOOR. SOFFIT ROOF + FRAMING BY LC CABLE RAILING 4" CONCRETE 3" SPRAY FOAM INSULATION CRUSHED STONE FOOTING PERMANUFACTURERSPECIFICATIONS VENTILATED STANDING SEAMMETAL ROOF, SEE SPEC SHEET RAISED FLOOR IN MEDIA ROOM ROOF + FRAMING BY LC RAISED THERMORY DECKING ON BUZON PEDESTALS KEUKA CABLE RAILING SW-3P SW-05FSW-07G MEP DUCT SOFFIT CHIMNEY ANDSTONE CLADDING BY LC METAL PARAPET COPING STANDING SEAM METAL ROOF, UNDERLYINGMEMBRANE, DRAINAGE BY LC BUILT-INS SEE DETAILS HATCHED AREAS AREEXPECTED TO BE IN NEED OFEXTENSIVE REPAIR ORDRYWALL TO BE ADDED BY LC DRYWALL CEILING INSLOPED AREAS 3" RIGID INSULATION DROPPED CEILING GRAVEL FILL 1/4" per foot slope 121 2" CLOSED-CELL SPRAYFOAM INSULATION (R-13)OVER SUPERIOR WALLS(R-12.5) RIGID INSULATION MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 8/25/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A3.02 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Section 2 Drawing: Section 2 Scale: 1/4" = 1'-0" PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/27/17Date printed: 6 5 3 1 eD 40.02.03 eD10.01.07 (SIM) eD10.01.10 (SIM)-4'-8 1/2" -1 Top of Footing (Main House) -4'-8 1/2" -1 Top of Footing (Main House) ±0" 1 BSMT/Garden Level ±0" 1 BSMT/Garden Level +9'-5 1/2" 2 First Floor +9'-5 1/2" 2 First Floor +19'-9 3/8" 3 Second Floor +19'-9 3/8" 3 Second Floor +28'-7 7/8" 4 Roof +28'-7 7/8" 4 Roof 4"17'-111/8"1'-31/4"9'-23/4"5'-31/8"27'-67/8"5'-2"2'-8" 9'-5 1/2" FFL 0.00 = 8590'4"8'-71/2"10"4"8'-71/2"10"8'-6"1'-97/8"7'-71/4"1'-31/4"2'-23/4"35/8" 2'-61/8"32'-83/4"0'-7" (8590.58')32'-93/4"4"7'-83/4"19'-9 3/8"26'-11/4"25'-01/4"34'-8 3/4" (8624.73) 33'-4 3/4" (8623.40) LOWEST POINT OF GRADE DIRECTLY BELOWCORNER OF ROOF OVERHANG (8592')SW-05F SW-1 SW-05F PAVERS IN GROUTON CONCRETE SLABWITH SNOWMELT STANDING SEAM METAL ROOF,UNDERLYING MEMBRANE BY LC THERMORY SIDING BY LC SCUPPER TAPERED INSULATION, MEMBRANE ANDRAISED THERMORY DECK DROPPED CEILING STANDING SEAM METAL ROOF,UNDERLYING MEMBRANE BY LC HATCHED AREAS ARE EXPECTED TOBE IN NEED OF EXTENSIVE REPAIROR DRYWALL TO BE ADDED BY LC HATCHED AREAS ARE EXPECTEDTO BE IN NEED OF EXTENSIVEREPAIR OR DRYWALL TO BEADDED BY LCDRYWALL CEILINGIN SLOPED AREAS DRYWALL CEILING INSLOPED AREAS GALLERY FACE BY LC CABLE RAILING 12 1.5 121.5 24 SW-1 MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 8/25/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A3.03 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Section 3 Drawing: Section 3 Scale: 1/4" = 1'-0" PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/27/17Date printed: 2 4 513 6 eD10.02.01 (SIM) eD10.03.02 (SIM) eD 10.03.01 (SIM) -4'-8 1/2" -1 Top of Footing (Main House) -4'-8 1/2" -1 Top of Footing (Main House) ±0" 1 BSMT/Garden Level ±0" 1 BSMT/Garden Level +9'-5 1/2" 2 First Floor +9'-5 1/2" 2 First Floor +19'-9 3/8" 3 Second Floor +19'-9 3/8" 3 Second Floor +28'-7 7/8" 4 Roof +28'-7 7/8" 4 Roof FFL 0.00 = 8590' 2'-8"5'-2"27'-67/8"5'-31/8"9'-23/4" 9'-5 1/2" 19'-9 3/8" 29'-11" (8619.92)29'-11" (8619.92) RAISED STONE TAPERED INSULATION WITH MEMBRANE, SEE SPECS ZIP SHEATHING HEATED DRAIN 2 x 10 FRAMING BY LC SW-05F SW-2 SW-05F SW-3P STAIR, WALLS RAILING BY LC, SEE SPECS CANTILEVERED ROOFSTRUCTURE BY MCWATERPROOFING, FINISHES,METAL FASCIA AND SOFFIT BY LC TAPERED INSULATION, MEMBRANE BY LC ROOF FRAMING OUTSIDE OF MODULE BY LC ROOF FRAMING OUTSIDE OF MODULE BY LCDROPPED CEILING METAL PARAPET COPING 307.2 (TT/FX)(t) ELEVATOR PIT < 14" 121.5121.5 ELEVATORSHAFT 4'-41/2"4"9'-51/2"8'-6"1'-97/8"8'-0"101/2" MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 8/25/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A3.04 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Section 4 Drawing: Section 4 Scale: 1/4" = 1'-0" PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/27/17Date printed: D C AB -4'-8 1/2" -1 Top of Footing (Main House) ±0" 1 BSMT/Garden Level +9'-5 1/2" 2 First Floor +19'-9 3/8" 3 Second Floor +28'-7 7/8" 4 Roof 15'-23/4"15'-101/4"13'-113/8"13'-113/8" FFL 0.00 = 8590'8589'-7 1/2" 10'-10" (8600.83') 9'-7" (8599.58') 29'-11" (8619.92) 8599'-5 1/2" 8609'-9 3/8" 32'-10 3/8" (8622.86) THERMORY DECK ON BISON PEDESTALS OVERMEMBRANE ROOFING. SEE SCHEDULES FOR DECKSELECTION. ROOF + FRAMING BY LC GARAGE FRONT WALLFRAMED BY LC BALCONY FRAMED AND FINISHED BY LC KEUKA CABLE RAILING ROOF + FRAMING BY LC RAMP SW-05F SW-3P SW-07G STANDING SEAM METAL ROOF,UNDERLYING MEMBRANE BY LC STANDING SEAM METAL ROOF,UNDERLYING MEMBRANE BY LC BALCONY FRAMED AND FINISHED BY LC KEUKA CABLE RAILING THERMORY DECK ON BISON PEDESTALS OVER MEMBRANEROOFING. SEE SCHEDULES FOR DECK SELECTION. HATCHED AREAS AREEXPECTED TO BE IN NEED OFEXTENSIVE REPAIR ORDRYWALL TO BE ADDED BY LC HATCHED AREAS AREEXPECTED TO BE IN NEED OFEXTENSIVE REPAIR ORDRYWALL TO BE ADDED BY LC 3" RIGID INSULATION 1/4" per foot slope 12 1 E MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 8/25/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A3.05 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Section 5 Drawing: Section 5 Scale: 1/4" = 1'-0" PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/27/17Date printed: 123654 -4'-8 1/2" -1 Top of Footing (Main House) -4'-8 1/2" -1 Top of Footing (Main House) ±0" 1 BSMT/Garden Level ±0" 1 BSMT/Garden Level +9'-5 1/2" 2 First Floor +9'-5 1/2" 2 First Floor +19'-9 3/8" 3 Second Floor +19'-9 3/8" 3 Second Floor +28'-7 7/8" 4 Roof +28'-7 7/8" 4 Roof 9'-23/4"5'-31/8"27'-67/8"5'-2"2'-8" 8590'8590' 8599'-5 1/2" 8609'-9 3/8" STONE IN GROUT W/ SNOWMELT TAPERED INSULATION WITHMEMBRANE, SEE SPECS ZIP SHEATHING HEATED DRAIN 2 x 10 FRAMING, INSULATIONWATERPROOFING, ETC CONCRETE STAIRCONSTRUCTIONW/ STONE STEPS & SNOWMELT CABLE RAILING CUSTOM STAIR BY LC:STRINGERS AND OPEN TREADSTEPS, SEE SPECS.CABLE RAILING CLOSED TREAD STAIRSTONE SURFACE SW-3PSW-2 SW-05FSW-05F WATERPROOFING, FINISHES,METAL FASCIA AND SOFFIT TAPERED INSULATION, MEMBRANE METAL PARAPET COPING METAL PARAPET COPING TAPERED INSULATION, MEMBRANEAND DRAINAGE CANTILEVERED ROOF STRUCTURE BY MC PARTIAL BALCONY STRUCTURE BY MC 2" CLOSED-CELL SPRAYFOAM INSULATION (R-13)OVER SUPERIOR WALLS(R-12.5) RIGID INSULATION PATCH DRYWALL AT STAIRWELL FOR VERTICAL ALIGNMENT MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 8/25/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A4.01 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Wall Section A Drawing: Wall Section A Scale: 3/4" = 1'-0" PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/27/17Date printed:SEE FOUNDATION DRAWINGS4"SEE BUILDING SECTIONS101/2"SEE BUILIDNG SECTIONS21/2"2'-0"101/4"2'-0" 65/8" 41/2" 1'-0"1'-0" "FB GARAGE WALL" SUPERIOR WALLFOUNDATION SYSTEM; COMPONENTSINCLUDE CONCRETE STUD WRAPPED IN 1"EPS INSULATION; VERTICAL #4 REBAR INSIDEEACH STUD W/ GALVANIZED STEEL FACING 2x6 PT SILL PLATE ON SILL SEALER W/ 1/2"DIA. ANCHOR BOLTS; MIN. 2 PER BD. 12" FROMBOARD END, MAX. 4'-0" O.C. 4" CONCRETE SLAB W 6X6 WWF ON 6 MILVAPOR BARRIER ON 4" GRAVEL BASE.PROVIDE 1/2" EXPANSION JOINT AT SLABEDGES, AND PROVIDE RELIEF CUTS AT 10'-0"MAX O.C. VERIFY DEPTH OF CRUSHED GRAVEL FOOTINGWITH SWA ENGINEERED SHOP DRAWINGS. WALL FRAMING; 2x6's @ 24" O.C. WITH 5/8" ZIPSHEATHING (EXT.) AND 5/8" DRYWALL (INT.) W/5.5" ROXUL INSULATION (R-23) ROOF FRAMING; 5/8" ZIP SHEATHING (EXT.),GLUED & NAILED, OVER 2x10's @ 12" O.C. W/ 4"CLOSED CELL SPRAY FOAM (R-26) RIGID INSULATION CANT STRIP MEMBRANE ROOFING ON 5/8" ZIP SHEATHING.SHEATHING AND STRUCTURE SLOPED AT 1/4"/FT. FOR DRAINAGE. SEE SPECIFICATIONS FORMEMBRANE SELECTION. FILTER MEMBRANE INTERIOR AND EXTERIOR AUXILIARY DRAINPIPE TO SUMP OR DAYLIGHT; LOCATE DRAINPIPE MIN. 1' AWAY FROM WALL; SEE SUPERIORWALLS BUILDER GUIDELINE BOOKLET THERMORY DECK BOARDS ON 2x FRAMING @16" O.C. PROVIDE EPDM STRIPS ON BOTTOMOF EACH FRAMING MEMBER. STONE CAP; FLASHING AS REQ'D. GARAGE WALL SECTION SCALE : 3/4" - 1'-0" A A4.01 DOUBLE 2x10 RIM JOIST 5/8" DRYWALL WITH SMOOTH FINISH (INT) SEEPLANS AND SPECS WALL FRAMING; 2x6's @ 16" O.C. BETWEEN5/8" ZIP SHEATHING (INT.) & 5/8" ZIPSHEATHING (EXT.) DOUBLE 2x6 TOP PLATE 5/8" DRYWALL MAY OCCUR AT WALL. SEEPLANS AND SPECS REALSTONE® SYSTEMS STONE VENEER ONMVIS VENEER MORTAR ON GALVANIZEDMETAL LATH WITH MVIS SCRATCH COAT ON 1xPT FURRING. SEE ELEVATIONS AND SPECSFOR STONE SELECTION. MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 8/25/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A4.02 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Wall Section B Drawing: Wall Section B Scale: 3/4" = 1'-0" PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/27/17Date printed:NOTE: FINISHEDFLOORING SCOPE MAYVARY BY MODULE. REFERTO PLANS ANDSPECIFICATIONS FORCLARIFICATION.NOTE: PATCH AND REPAIRDRYWALL AS REQUIREDAFTER MODULE SET.NOTE: FINISHEDFLOORING SCOPE MAYVARY BY MODULE. REFERTO PLANS ANDSPECIFICATIONS FORCLARIFICATION.NOTE: PATCH AND REPAIRDRYWALL AS REQUIREDAFTER MODULE SET.1'-75/8"SEE BUILDING SECTIONS1'-21/2"1'-2"5/8"51/2"31/2"91/4"3/4"5/8"1'-11/4"5/8"4"2"4"101/4"101/4"5/8"91/4"3/4"10"2'-0"101/4"2'-0"1'-0"1'-0"14" LVL CONTINUOUS HEADER5/8" DRYWALL ON 2x FRAMING(2) LAYERS R-19 INSULATION, UNFACED, +/- 2'WIDERIM JOIST, SEE MC SHOP DRAWINGS.2x6 BOTTOM PLATEBASE; SEE FINISH SCHEDULE AND DETAIL3/4" SHEATHING (GLUED & SCREWED) OVER 2x10's @ 16"O.C. SOLID 2x10 BRACING AT CENTER SPANFINISHED FLOOR; SEE FINISH SCHEDULE AND FLOORPLANS FOR MATERIALS AND SCOPE CLARIFICATIONGASKET AT SEAM14" BLOCKING IN BETWEEN FRAMING ON 5/8"WOOD COMPRESSION STRIPWALL; 2x6's @ 24" O.C. BETWEEN 5/8" DRYWALL & 5/8"ZIP-R SHEATHING; FILLED WITH 5 1/2" ROXULCOMFORTBATT (R-23).TOTAL WALL R VALUE MIN: 30.5PAC ANCHOR-TITE COPING 4.5; INSTALL PERMANUFACTURER'S SPECIFICATIONS14" LVL RIM JOISTROOF; 5/8" ZIP SHEATHING (EXT.), GLUED &NAILED, OVER LVL STRUCTURE (SEE FRAMINGDRAWINGS)RIGID INSULATION CANT STRIPMEMBRANE ROOFING OVER 2 LAYERS RIGIDINSULATION (R25 MIN); STAGGER JOINTSHORIZONTALLY & VERTICALLY; TOP LAYERINSULATION TAPERED 1/4"/FT. FOR DRAINAGE;SEE SPECIFICATIONS FOR MEMBRANESELECTION.DOUBLE 2x6 TOP PLATERECESSED LIGHT FIXTURE MAY OCCUR. SEEELEC. PLANSXi PLUS SUPERIOR WALL FOUNDATION SYSTEM;COMPONENTS INCLUDE CONCRETE STUD,WRAPPED IN 1" EPS INSULATION; 5" NEOPOR®INSULATION; VERTICAL #4 REBAR INSIDE EACHSTUD W/ GALVANIZED STEEL FACINGHOLES FOR WIRING AND PLUMBING ASSUPPLIED BY SUPERIOR WALLS5/8" DRYWALL MAY OCCUR; SEE BUILDINGSPECIFIC DRAWINGSWOOD BASE MAY OCCUR; SEE FINISHSCHEDULE AND DETAIL2x6 PT SILL PLATES ON NEOPRENE SILLGASKET; ATTACH WITH BOLTS AND WASHERSAS SUPPLIED BY SUPERIOR WALLS. MIN 2BOLTS PER BOARD, MAX 4'-0" O.C.DOUBLE 2x10 RIM JOIST2x6 SILL PLATEWOOD BASE; SEE FINISH SCHEDULE ANDDETAILFINISHED FLOOR, SEE FINISH SCHEDULEFLOOR STRUCTURE; 3/4" PLYWOOD SUBFLOORON 2x10 JOIST @ 16" O.C. W/ SOLID BRIDGINGAT CENTER OF SPAN.CLOSED CELL FOAM INSULATION AT RIM JOIST(R-30 MIN)5/8" DRYWALL MAY OCCUR, SEE FINISHSCHEDULEHOLD VENEER 4" MIN UP FROM GRADE"FROST WALL" SUPERIOR WALL FOUNDATIONSYSTEM; COMPONENTS INCLUDE CONCRETESTUD WRAPPED IN 1" EPS INSULATION;VERTICAL #4 REBAR INSIDE EACH STUD W/GALVANIZED STEEL FACINGVERIFY DEPTH OF CRUSHED GRAVEL FOOTINGWITH SWA ENGINEERED SHOP DRAWINGS.FILTER MEMBRANEINTERIOR AND EXTERIOR AUXILIARY DRAINPIPE TO SUMP OR DAYLIGHT; LOCATE DRAINPIPE MIN. 1' AWAY FROM WALL; SEE SUPERIORWALLS BUILDER GUIDELINE BOOKLETREALSTONE® SYSTEMS STONE VENEER ONMVIS VENEER MORTAR. APPLY VENEERMORTAR DIRECTLY TO POWER WASHEDSUPERIOR WALLS SURFACE. SEE ELEVATIONSAND SPECS FOR STONE SELECTION.PAC ANCHOR-TITE COPING 4.5; INSTALL PERMANUFACTURER'S SPECIFICATIONSROOF; 5/8" ZIP SHEATHING (EXT.), GLUED &NAILED, OVER 2x10's @ 12" O.C. FILLED W/ 3"CLOSED CELL SPRAY FOAM & 5.5" OF ROXULINSULATION (R-42.5)RIGID INSULATION CANT STRIPMEMBRANE ROOFING OVER 2 LAYERS RIGIDINSULATION; STAGGER JOINTS HORIZONTALLY &VERTICALLY; TOP LAYER INSULATION TAPERED1/4"/FT. FOR DRAINAGE; (SEE BUILDINGDRAWINGS FOR MIN R-VALUE). SEESPECIFICATIONS FOR MEMBRANE SELECTION.2x6 WALL; (R-36 MIN); 2x6's @ 24" O.C. BETWEEN 5/8"DRYWALL (INT.) & 5/8" ZIP SHEATHING (EXT.), FILLEDWITH CLOSED CELL FOAM INSULATION (R 36). ALLSHEATHING SEAMS TAPED WITH ZIP TAPE.THERMORY SHIPLAP SIDING, SEE EXTERIORFINISH SCHEDULES FOR ATTACHMENT ANDFINISH. FURRING TO ALIGN WITH WALL STUDS.4" CLOSED CELL INSULATION + 7 1/4" ROXULINSULATION. (R-56)4" CONCRETE SLAB. SEE BUILDING SPECIFICDRAWINGS FOR SPECIFICATIONS.SLAB CONTINUES TO INSULATION BETWEENSUPERIOR WALL STUDS.SEE BUILDING SECTIONSSEE BUILDING SECTIONSHOUSE WALL SECTIONSCALE : 3/4" - 1'-0"BA4.02TERMITE PROTECTION MAY BE REQUIRED;VERIFY W/ TABLE R301.2(6) IN THE IRC & LOCALJURISDICTION; IF REQ'D, SEE SECTION R318 INIRC FOR APPROVED METHODS2" CLOSED CELL SPAY FOAM INSULATION(R-13); INSTALLED IN FIELD4" CONTINUOUS TOP PLATECEILING: 5/8" DRYWALL WITH SMOOTH FINISH (INT)PARAPET WALL; 2x4's @ 24" O.C. BETWEEN 5/8"ZIP SHEATHING (EACH SIDE)2x PARAPET WALL CAP (RIPPED TO WIDTH); FIELDINSTALLED FOR COPINGWRAP MEMBRANE TO FRONT OF WALL.PROVIDE .10 x 1" ALUMINUM TERM BAR BY BESTMATERIALS OR EQUAL.SOFFIT; SEE BUILDING DRAWINGS FOR FINISHAND OVERHANG DIMENSION.2x PARAPET WALL CAP (RIPPED TO WIDTH);FIELD INSTALLED FOR COPINGWRAP MEMBRANE TO FRONT OF WALL.PROVIDE .10 x 1" ALUMINUM TERM BAR BYBEST MATERIALS OR EQUAL.APPROX. FINISH GRADE WITH POSITIVE SLOPE(5%) AWAY FROM DWELLING (6" per 10' MIN.) MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 03 B-14 Roof Ventilation Clarification 8/25/17 9/27/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A4.03 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Wall Section C Drawing: Wall Section C Scale: 3/4" = 1'-0" PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave. Lakewood, OH 44107 Phone: (216) 401-3830rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/28/17Date printed:NOTE: FINISHEDFLOORING SCOPE MAYVARY BY MODULE. REFERTO PLANS ANDSPECIFICATIONS FORCLARIFICATION.NOTE: PATCH AND REPAIRDRYWALL AS REQUIREDAFTER MODULE SET.NOTE: FINISHEDFLOORING SCOPE MAYVARY BY MODULE. REFERTO PLANS ANDSPECIFICATIONS FORCLARIFICATION.NOTE: PATCH AND REPAIRDRYWALL AS REQUIREDAFTER MODULE SET.101/4"4"2"4"101/4"5/8"91/4"3/4"10"1'-75/8"SEE BUILDING SECTIONS5/8"51/2"31/2"10"2'-0"101/4"2'-0"1'-0"1'-0"1'-53/4"4"1'-97/8"2'-0"Xi PLUS SUPERIOR WALL FOUNDATION SYSTEM;COMPONENTS INCLUDE CONCRETE STUD,WRAPPED IN 1" EPS INSULATION; 5" NEOPOR®INSULATION; VERTICAL #4 REBAR INSIDE EACHSTUD W/ GALVANIZED STEEL FACING2x10 PT SILL PLATES ON NEOPRENE SILLGASKET; ATTACH WITH BOLTS AND WASHERSAS SUPPLIED BY SUPERIOR WALLS. MIN 2BOLTS PER BOARD, MAX 4'-0" O.C.DOUBLE 2x10 RIM JOIST2x6 SILL PLATEWOOD BASE; SEE FINISH SCHEDULE ANDDETAILFINISHED FLOOR, SEE FINISH SCHEDULEFLOOR STRUCTURE; 3/4" PLYWOOD SUBFLOORON 2x10 JOIST @ 16" O.C. W/ SOLID BRIDGINGAT CENTER OF SPAN.HOLES FOR WIRING AND PLUMBING ASSUPPLIED BY SUPERIOR WALLSHOLES FOR WIRING AND PLUMBING ASSUPPLIED BY SUPERIOR WALLSCLOSED CELL FOAM INSULATION AT RIM JOIST(R-30 MIN)5/8" DRYWALL MAY OCCUR, SEE FINISHSCHEDULE5/8" DRYWALL MAY OCCUR; SEE BUILDINGSPECIFIC DRAWINGSWOOD BASE MAY OCCUR; SEE FINISHSCHEDULE AND DETAILWRAP ZIP TAPE TO COVER END OF SHEATHING;PROVIDE AND INSTALL 2" WIDE STRIP OF 5/8"EXTERIOR PLYWOOD TO COVER SILL PLATE.PROVIDE AND INSTALL VINYL STARTER STRIPFOR INSULATION2x6 WALL; (R-36 MIN); 2x6's @ 24" O.C. BETWEEN5/8" DRYWALL (INT.) & 5/8" ZIP SHEATHING (EXT.),FILLED WITH CLOSED CELL FOAM INSULATION(R 36). ALL SHEATHING SEAMS TAPED WITH ZIPTAPE.14" LVL CONTINUOUS HEADER5/8" DRYWALL ON 2x FRAMING(2) LAYERS R-19 INSULATION, UNFACED, +/- 2'WIDERIM JOIST, SEE MC SHOP DRAWINGS.2x6 BOTTOM PLATEBASE; SEE FINISH SCHEDULE AND DETAIL3/4" SHEATHING (GLUED & SCREWED) OVER2x10's @ 16" O.C. SOLID 2x10 BRACING ATCENTER SPANFINISHED FLOOR; SEE FINISH SCHEDULE ANDFLOOR PLANS FOR MATERIALS AND SCOPECLARIFICATIONGASKET AT SEAM5/8" ZIP SHEATHINGTHERMORY SHIPLAP SIDING, SEE EXTERIORFINISH SCHEDULES FOR ATTACHMENT ANDFINISH. FURRING TO ALIGN WITH WALL STUDS.REALSTONE® SYSTEMS STONE VENEER ONMVIS VENEER MORTAR. APPLY VENEERMORTAR DIRECTLY TO POWER WASHEDSUPERIOR WALLS SURFACE. SEE ELEVATIONSAND SPECS FOR STONE SELECTION."FROST WALL" SUPERIOR WALL FOUNDATIONSYSTEM; COMPONENTS INCLUDE CONCRETESTUD WRAPPED IN 1" EPS INSULATION;VERTICAL #4 REBAR INSIDE EACH STUD W/GALVANIZED STEEL FACINGVERIFY DEPTH OF CRUSHED GRAVEL FOOTINGWITH SWA ENGINEERED SHOP DRAWINGS.FILTER MEMBRANEINTERIOR AND EXTERIOR AUXILIARY DRAINPIPE TO SUMP OR DAYLIGHT; LOCATE DRAINPIPE MIN. 1' AWAY FROM WALL; SEE SUPERIORWALLS BUILDER GUIDELINE BOOKLETTHERMORY SHIPLAP SIDING, SEE EXTERIORFINISH SCHEDULES FOR ATTACHMENT ANDFINISH. FURRING TO ALIGN WITH WALL STUDS.2x6 WALL; (R-36 MIN); 2x6's @ 24" O.C. BETWEEN5/8" DRYWALL (INT.) & 5/8" ZIP SHEATHING (EXT.),FILLED WITH CLOSED CELL FOAM INSULATION(R 36). ALL SHEATHING SEAMS TAPED WITH ZIPTAPE.METAL ROOFING. SEE SCHEDULES.2 1/4" VENT SPACE 4 1/2" RIGID FOAM AT AT ADDITIONAL LAYEROF OSB5/8" ZIP SHEATHING2X12@16" O.C. SHAPED AS INDICATED.THERMORY SOFFITMETAL CLAD FASCIAEPDM MEMBRANEPT 2X4 FURRING @ 16" HORIZONTAL ON PT 1X4FURRING @ 16" VERTICALVENT WITH INSECT PROTECTION AS SUPPLIEDBY ROOFING MANUFACTURER.2X12 FASCIA BOARD2X12 LEDGER BOARD ATTACHED WITH 4"SIMPSON SDWS22400DB SCREWS @ 1'-0" O.C.STAGGERED TOP AND BOTTOM7/16" OSB, EXTEND 1'-0" MIN ONTO ZIP 5" RIGID FOAM (2 LAYERS 2 1/2" POLYISO)TOTAL ROOF R VALUE = 814" CONCRETE SLAB. SEE BUILDING SPECIFICDRAWINGS FOR SPECIFICATIONS.SLAB CONTINUES TO INSULATION BETWEENSUPERIOR WALL STUDS.TERMITE PROTECTION MAY BE REQUIRED;VERIFY W/ TABLE R301.2(6) IN THE IRC & LOCALJURISDICTION; IF REQ'D, SEE SECTION R318 INIRC FOR APPROVED METHODS2" CLOSED CELL SPAY FOAM INSULATION(R-13); INSTALLED IN FIELDSEE BUILDING SECTIONSSEE BUILDING SECTIONSHOUSE WALL SECTIONSCALE : 3/4" - 1'-0"CA4.03121.54" CONTINUOUS TOP PLATEROOF FRAMING; 14" ML RAFTERS @ 12" O.C W/5/8" ZIP SHEATING (EXT.) AND 5/8" DRYWALL(INT.); FILLED W/ 3" CLOSED CELL FOAMINSULATION AND 9-1/4" ROXUL INSULATION(R-64)03.B-14 MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 03 B-08 Apartment Separation 9/27/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A4.20 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Fire Rated Assemblies Drawing: Fire Rated Assemblies Scale: 1' = 1'-0" PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/27/17Date printed: 9/14/17, 11:50 AMUSG Design Studio | UL U407 or GA WP 0700 - Fire Resistant Assembly, Fire Rated Assembly, Fire Rated Detail Page 1 of 1http://www.usgdesignstudio.com/assembly.asp?id=920505&assemblyCategory=921052 UL U407 or GA WP 0700 - Featured Interior Partitions -Wood Stud (Load- bearing) Fire Rating 0.5 hour System Thickness 4-3/4" Gypsum Board - 5/8 in. thick gypsum board applied horizontally or vertically USG Sheetrock® Brand UltraLight Panels Firecode30® - 5/8" (UL Type FC30) Wood Studs - 2 in. x 4 in. wood studs spaced max. 16 in. OC Gypsum Board - 5/8 in. thick gypsum board applied horizontally or vertically USG Sheetrock® Brand UltraLight Panels Firecode30® - 5/8" (UL Type FC30) Stud size is minimum unless otherwise stated in design. For the most up-to-date information refer to the UL Fire resistance directory U407 ! · Assembly Options 9/14/17, 11:49 AMUSG Design Studio | UL L501 - Fire Resistant Assembly, Fire Rated Assembly, Fire Rated Detail Page 1 of 1http://www.usgdesignstudio.com/assembly.asp?id=954057&assemblyCategory=921054 UL L501 Wood Dimensional Lumber Fire Rating Unrestrained‐1 hour System Thickness N/A [CK-6412-7 based on 1-1/4" nom. wood 7oor] Floor Underlayment - Min. 3/4 in. (19 mm) thick, min. compressive strength 1800 psi USG Levelrock® Brand Floor Underlayment 2500 (UL Type LRK) USG Levelrock® Brand Floor Underlayment 4500 (UL Type HSLRK) USG Levelrock® Brand Floor Underlayment 3500 (UL Type LRK) Sub7oor - 15/32 in. (12 mm) thick plywood underlayment Structural Members - Nom. 2 in. (51 mm) by 10 in. (254 mm) max. 16 in. (406 mm) OC Gypsum Board - 5/8 in. (16 mm) thick gypsum board USG Sheetrock® Brand AR Firecode® X Panels - 5/8" (16 mm) (UL Type AR) USG Sheetrock® Brand UltraLight Panels Firecode® X - 5/8" (16 mm) (UL Type ULIX) USG Sheetrock® Brand Firecode® X Panels - 5/8" (16 mm) (UL Type SCX) USG Sheetrock® Brand Foil-Backed Gypsum Panels (Regular and Firecode® X) - 1/2" or 5/8" (12 mm or 16 mm) (UL Type SCX) USG Sheetrock® Brand Glass-Mat Panels Mold Tough® AR Firecode® X - 5/8" (16 mm) (UL Type AR) USG Sheetrock® Brand Glass-Mat Panels Mold Tough® VHI Firecode® X - 5/8" (16 mm) (UL Type AR) USG Sheetrock® Brand Gypsum Base Imperial®, Firecode® X - 1/2" or 5/8" (12 mm or 16 mm) (UL Type IP-X2) USG Sheetrock® Brand Gypsum Base Imperial®, Firecode® X - 5/8" (16 mm) (UL Type IP-X1) USG Sheetrock® Brand MH Gypsum Base Board Firecode® C - 5/8" (16 mm) (UL Type C) USG Sheetrock® Brand MH Gypsum Base Board Firecode® X - 5/8" (16 mm) (UL Type SCX) USG Sheetrock® Brand Mold Tough® AR Firecode® X Panels - 5/8" (16 mm) (UL Type AR) USG Sheetrock® Brand Mold Tough® Firecode® C Panels - 1/2" or 5/8" (12 mm or 16 mm) (UL Type C) USG Sheetrock® Brand Mold Tough® Firecode® X Panels - 5/8" (16 mm) (UL Type SCX) USG Sheetrock® Brand Mold Tough® VHI Firecode® X Panels - 5/8" (16 mm) (UL Type AR) USG Sheetrock® Brand Firecode® C Panels - 1/2" or 5/8" (12 mm or 16 mm) (UL Type C) Stud size is minimum unless otherwise stated in design. For the most up-to-date information refer to the UL Fire resistance directory L501 ! · Assembly Options 03.B-08 DRAFT CDOC MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 04 TOV-9 Snow Retention Added 10/27/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A5.01 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Drawing: Roof Details Scale: 6" = 1'-0" 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect: Revisions:10/27/17Date printed: TITLE DRAWING NO.DRAWN BY XGard 2.0 NP019-A-0-A CCD DMMH 08/12/2013DATE MATERIAL: SUPPLIED HARDWARE: OTHER: 6005A T61 The Right Way! METAL ROOF INNOVATIONS, LTD.8655 TABLE BUTTE RD COLORADO SPRINGS, CO 80908719-495-0518719-495-0045 (FAX) EST ASSEMBLY WEIGHT : SCALE: S-5!® PRODUCTS ARE PROTECTED BY MULTIPLE U.S. PATENTS INCLUDING 5,228,248, 5,983,588 AND6,164,033 (OTHERS ISSUED AND PENDING). EUROPEAN PATENTS ARE ALSO APPLIED FOR AND PENDINGUNDER THE PATENT COOPERATION TREATY WITH DIVISIONAL FILING RIGHTS RETAINED. METAL ROOFINNOVATIONS, LTD. (LICENSOR OF S-5!® TECHNOLOGY) AGGRESSIVELY PROSECUTES PATENTINFRINGEMENT. FOR STANDING SEAM SPECIFIC MECHANICAL LOAD TEST INFORMATION AND CLAMP INSTALLATION INFORMATION PLEASE VISIT: WWW.S-5.COM 3.27" 5.28" 8.57" 1.50" 3.2" 6.4" PIPE STRAP M8 HEX FLANGE BOLT #8 TEK SCREW M8 HEX FLANGE BOLT S-5-CLAMP 2" (WALL: .075") NEX2 PIPE #8 TEK SCREW S-5-CLAMP 2" (WALL: .075") NEX2 PIPE .200" 10.960" LOAD CALC FOR PIPE ONLY 04.TOV-9 SCALE: 6" = 1'-0" 1 Details: Snow Guard A5.01 MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 8/25/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A6.01 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Window Schedule Drawing: Window Schedule Scale: PERMIT SET 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2017Architect: Revisions:9/27/17Date printed: Home Story BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level BSMT/Garden Level ID 104.1 (DR)(t)105.1 (TT/FX)105.2 (TT/FX)106.1 (TT)(t)106.2 (TT/FX)(E)111.1 (FX/TT)(E)116.1 (FX/TT)120.1 (TTd)120.2 (TT/FX/TT)122.1 (DR)(t) Nominal W x H Size 3'-4"×7'-2"9'-6"×3'-8"5'×3'-8"3'×3'-8"7'×4'7'×4'10'-6"×3'-8"3'-4"×6'-8"12'×3'-8"3'-4"×7' View from Inside W/D Nominal Sill Height 0'3'-6"3'-6"3'-6"3'-2"3'-2"3'-6"0'-7 1/2"3'-7 1/2"-0'-4 1/2" W/D Opening Surface Area 23.89 34.83 18.33 11.00 28.00 28.00 38.50 22.22 44.00 23.33 W/D Nominal Head Height 7'-2"7'-2"7'-2"7'-2"7'-2"7'-2"7'-2"7'-3 1/2"7'-3 1/2"6'-7 1/2" U-value .17 .17 .17 .17 .17 .17 .17 .17 .17 .17 WINDOW SCHEDULE Home Story First Floor First Floor First Floor First Floor First Floor First Floor First Floor First Floor First Floor First Floor ID 201.1 (DR/FX)(t)202.1 (TT/FX/FX)(t)202.2a (TT/FX)(t)202.2b (FX)(t)202.3a (FX)(t)202.3b (TT/FX)(t)203.1 (LS)(t)203.2(TT/FX/TT)204.1 (LS)(t)205.1 (FX/TT) Nominal W x H Size 8'×7'-10"9'-6"×7'-10"3'-2"×7'-10"7'-4"×7'-10"7'-4"×7'-10"3'-2"×7'-10"11'-4"×7'-11 3/4"8'-4"×3'-5"11'×6'-8"8'-4"×4' View from Inside VIEW FROM OUTSIDE VIEW FROM OUTSIDE W/D Nominal Sill Height 0'0'0'0'0'0'-0'-3/4"4'-5"1'-2"3'-10" W/D Opening Surface Area 62.67 74.42 24.81 57.44 57.44 24.81 90.43 28.47 73.33 33.33 W/D Nominal Head Height 7'-10"7'-10"7'-10"7'-10"7'-10"7'-10"7'-11"7'-10"7'-10"7'-10" U-value .17 .17 .17 .16 .16 .17 .17 .17 .17 .17 WINDOW SCHEDULE Home Story First Floor First Floor First Floor First Floor First Floor First Floor First Floor Second Floor Second Floor Second Floor ID 206.1 (FX)208.1 (FX)209.1 (TT/FX/FX)(t)209.2 (TT)(t)209.3 (LS)(t)211.1 (FX)(t)311.2 (TT FX)(t)301.1 (FX/FX)(t)302.1 (LS)(t)303.1 (FX/FX) Nominal W x H Size 8'-2 1/4"×6'-1"5'-11 1/2"×1'-6"9'-6"×7'-10"3'×6'-8"7'-12"×6'-8"6'-1/4"×6'-8"3'×7'-10"8'×7'-6"10'-6"×7'-10 3/4"9'-6"×7'-6" View from Inside VIEW FROM OUTSIDE VIEW FROM OUTSIDE W/D Nominal Sill Height 1'-8"6'-4"0'1'-2"1'-4"1'-2"0'0'0'-2"0' W/D Opening Surface Area 49.81 8.94 74.42 20.00 53.33 40.14 23.50 60.00 82.91 71.25 W/D Nominal Head Height 7'-9"7'-10"7'-10"7'-10"8'7'-10"7'-10"7'-6"8'-3/4"7'-6" U-value .16 .16 .17 .17 .17 .16 .17 .17 .17 .16 WINDOW SCHEDULE Home Story Second Floor Second Floor Second Floor Second Floor Second Floor Second Floor Second Floor Second Floor Second Floor Second Floor ID 303.2 (FX/FX)303.3 (FX)304.1 (TT/FX)(t)304.2 (FX/TT/FX)(E)(t)307.1 (FX/TT/FX)(E)(t)307.2 (TT/FX)(t)310.1 (TT/FX/FX)(t)310.2 (TTd)(E)(t)310.3 (FX/FX)(t)311.1 (FX) Nominal W x H Size 10'-6"×7'-6"10'-6"×7'-6"3'×7'-6"8'-4"×7'-6"8'-4"×7'-6"3'×7'-6"9'-6"×7'-6"3'×7'-6"8'×5'-1"6'-1/4"×5'-1" View from Inside W/D Nominal Sill Height 0'0'0'0'0'0'0'0'2'-5"2'-5" W/D Opening Surface Area 78.75 78.75 22.50 62.50 62.50 22.50 71.25 22.50 40.67 30.61 W/D Nominal Head Height 7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6" U-value .16 .16 .17 .17 .17 .17 .17 .17 .16 .16 WINDOW SCHEDULE Home Story Second Floor Second Floor Second Floor ID 311.2 (TT FX)(t)313.1 (FX)314.1 (FX) Nominal W x H Size 3'×7'-6"5'-11 1/2"×1'-6"8'-2 1/4"×7'-5" View from Inside W/D Nominal Sill Height 0'6'0' W/D Opening Surface Area 22.50 8.94 60.72 1,868.24 sq ft W/D Nominal Head Height 7'-6"7'-6"7'-5" U-value .17 .16 .16 WINDOW SCHEDULE Notes:Unilux Aluminium Clad Wood:Exterior Color: RAL 8022Interior Color: Pine, Antique White Exterior Handle #***??*** (100 cm straight bar with straight attachment)Interior Handle #***??**** Stainless steel All glass is clear unless otherwise noted. (***?***) windows have obscured glazing All window sills are 3.5" (90mm) deep, except where noted in the Window schedule above. All window units include 1.25" sill extenders. The sill extenders are included in the unit dimension.All windows are to include aluminum window sills, color to match exterior frame. Loose-ship for LC install.All doors are to include required thresholds.All operable windows include insect screens where available by Unilux. Required door thresholds are delivered with door and are included in the unit dimension.Refer also to eD Standard window and door details. HINGE SIDE(German representation) LOCK SIDE(German representation) WINDOW DESIGNATIONS (t) DESIGNATES SAFETY GLASSog DESIGNATES OBSCURED GLAZING(E) DESIGNATES EGRESS UNITFX DESIGNATES FIXED UNITTT DESIGNATES TILT/TURN UNITTD DESIGNATES FULL GLASS DOORLS DESIGNATES LIFT/SLIDE UNIT T DESIGNATES TILT UNIT MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 04 B-08A 8/25/17 10/27/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: A6.02 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Drawing: Door Schedule Scale: 3" = 1'-0" 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect: Revisions:10/27/17Date printed: DOOR SCHEDULE ID 101.1 102.1 105.1 106.1 107.1 110.1 111.1 113.1 114.1 116.1 117.1 117.1 118.1 119.1 120.2 122.2 122.3 122.4 207.1 207.1 208.1 210.1 210.1 211.1 304.1 305.1 306.1 307.1 308.1 309.1 310.1 313.1 DOOR Group Type D A A A A B A A A A A A A A A A E E E A C A B C A A A A A A A A A W 3'-0" 2'-6" 3'-0" 3'-0" 2'-8" 2'-6" 2'-8" 2'-8" 3'-0" 3'-0" 2'-8" 2'-8" 3'-0" 2'-8" 2'-8" 2'-8" 9'-0" 9'-0" 9'-0" 1'-10" 3'-8" 2'-8" 2'-6" 5'-0" 3'-0" 2'-8" 2'-6" 2'-8" 2'-8" 2'-6" 2'-8" 3'-0" 2'-8" HT 3'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-6" 7'-6" 7'-6" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" THK 0'-11/4" 0'-13/4" 0'-13/4" 0'-13/4" 0'-13/4" 0'-13/8" 0'-13/4" 0'-13/4" 0'-13/4" 0'-13/4" 0'-13/4" 0'-13/4" 0'-13/4" 0'-13/4" 0'-13/4" 0'-13/4" 0'-13/4" 0'-13/4" 0'-13/4" 0'-11/4" 0'-11/4" 0'-11/4" 0'-13/8" 0'-13/4" 0'-11/4" 0'-11/4" 0'-11/4" 0'-11/4" 0'-11/4" 0'-11/4" 0'-11/4" 0'-11/4" 0'-11/4" GLZ SEE SPEC SEE SPEC SEE SPEC Door Orientation R LHR R R R R RHR R RHR L R RHR L L L R LHR L L R R R R R L R R R L FRAME W 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-2" 0'-2" 0'-2" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" 0'-03/4" THK 0'-4" 0'-2" 0'-2" 0'-2" 0'-2" 0'-63/4" 0'-2" 0'-2" 0'-2" 0'-2" 0'-2" 0'-2" 0'-2" 0'-2" 0'-2" 0'-2" 0'-93/8" 0'-93/8" 0'-93/8" 0'-2" 0'-4" 0'-2" 0'-63/4" 0'-43/4" 0'-63/4" 0'-2" 0'-63/4" 0'-2" 0'-2" 0'-63/4" 0'-2" 0'-2" 0'-2" DETAILS HEAD A A A A B A A A A A A A A A A A C A B C A A A A A A A A A JAMB A A A A B A A A A A A A A A A A C A B C A A A A A A A A A SILL A A A A B A A A A A A A A A A A C A B C A A A A A A A A A RATING 20 MIN 20 MIN 20 MIN HW SET 2 1 1 1 1 3 1 1 1 1 1 1 1 1 1 1 1 2 1 3 2 1 1 1 1 1 1 1 1 1 Lockset DMY DMY PGE DB PCY PCY DMY PCY PGE PCY PCY PGE PCY PGE PGE PCY DMY DMY PCY PCY DMY DMY PCY DMY PCY PCY DMY PCY PCY PGE STOP W W W W W W W W W F W W F W H H W W H W H W W NOTES DOORS FOR EXTERIOR METER CLOSET KEYED SEPERATE, PROVIDE HINGE CLOSERS PROVIDE WEATHER STRIP, HINGE CLOSERS INSULATED WITH OPENER INSULATED WITH OPENER INSULATED WITH OPENER VIEW Group Type A B C D E DOOR TYPES 1/4"21/2"13/4"1/4"21/2"5/16"13/4"5/16"1/4"21/2" R.O. WIDTH: 2X DOOR WIDTH + 1"3/4"63/4"3/4"5/8"51/2"5/8"5/8"51/2"5/8"63/4"63/4"1/4"21/2"PRE-HUNG DOOR UNIT AND HARDWARE (DOOR UNIT INCLUDES DOOR, FRAME, AND HINGES)SUPPLIED AND INSTALLED BY MC. SEE DOORSCHEDULE. INSTALL 1X3 PAINTED WOOD TRIM AS SUPPLIED BY MC. SEE FINISH SCHEDULE FOR SELECTION. INSTALL BASE TRIM AS SUPPLIED BY MC. SEEFINISH SCHEDULE FOR SELECTION, AND BASEDETAILS IN SECTION 60. 1X3 PAINTED WOOD TRIM. SEE FINISH SCHEDULE FOR SELECTION. PRE-HUNG DOOR UNIT AND HARDWARE (DOORUNIT INCLUDES DOOR, FRAME, AND HINGES) SUPPLIED AND INSTALLED BY MC. SEE DOOR SCHEDULE. INSTALL 1X3 PAINTED WOOD TRIM ASSUPPLIED BY MC. SEE FINISH SCHEDULE FORSELECTION. JOHNSON 2222 SERIES BYPASS SLIDING DOORHARDWARE BYPASS SLIDING DOORS. SEE DOOR SCHEDULE. INSTALL 1X3 PAINTED WOOD TRIM ASSUPPLIED BY MC. SEE FINISH SCHEDULE FOR SELECTION. JOHNSON 2135 SERIES BYPASS FLOOR GUIDE FINISHED FLOORING PRE-HUNG DOOR UNIT AND HARDWARE (DOORUNIT INCLUDES DOOR, FRAME, AND HINGES)SUPPLIED AND INSTALLED BY MC. SEE DOOR SCHEDULE. INSTALL 1X3 PAINTED WOOD TRIM AS SUPPLIED BY MC. SEE FINISH SCHEDULE FORSELECTION. INSTALL BASE TRIM AS SUPPLIED BY MC. SEEFINISH SCHEDULE FOR SELECTION, AND BASE DETAILS IN SECTION 60. JAMB B @ END DRYWALL FINISH; SEE FINISH SCHEDULEFOR SELECTION INTERIOR DOOR; SEE DOORSCHEDULE FOR SELECTION, FINISH, & HARDWARE 5/8" DRYWALL; INSTALLED IN FIELD JAMB B @ POCKET DRYWALL FINISH; SEE FINISH SCHEDULEFOR SELECTION INTERIOR DOOR; SEE DOOR SCHEDULE FOR SELECTION, FINISH, & HARDWARE 5/8" DRYWALL; INSTALLED IN FIELD 2x4 POCKET DOOR SPLIT STUDS R.O. WIDTH: 2X DOOR WIDTH + 1" 1x POPLAR WOOD JAMB (PAINTED) 1x3 POPLAR WOOD TRIM PIECE (PAINTED) 1x3 POPLAR WOOD TRIM PIECE (PAINTED) FINISHED SPLIT HEADER (PAINTED) INTERIOR DOOR; SEE DOOR SCHEDULE FOR SELECTION, FINISH, & HARDWARE JAMB A INTERIOR PARTITION WALL SOUND INSULATION MAY OCCUR; SEE FLOOR PLANS FOR INFORMATION NON-LOAD BEARING HEADER; IF LOAD BEARINGWALL, SEE STRUCTURAL SHEETS FOR HEADER SIZE 5/8" DRYWALL; SEE SPECS FOR FINISH LEVEL HEAD A 2x4 INTERIOR PARTITION WALL NON-LOAD BEARING HEADER; IF LOAD BEARING WALL, SEE STRUCTURAL SHEETS FOR HEADER SIZE 5/8" DRYWALL; SEE SPECS FOR FINISH LEVEL SILL C HEAD C CLOSET SIDE.ROOM SIDE. JAMB C JACK AND KING STUD FRAMING IN MODULE WALL. INTERIOR PARTITION WALL. SEE PLANS ANDFINISH SCHEDULE. JACK AND KING STUD FRAMING IN MODULEWALL. INTERIOR PARTITION WALL. SEE WALL TYPESAND FINISH SCHEDULE. 04.B-08A SCALE: 3" = 1'-0" DOOR SCHEDULE KEY: MATERIAL: W - WOOD G - GLASS PVC/G - PVC/GLASS FINISH: WV- FSC WOOD VENEER, LACQUER P-XX PAINTED, SEE FINISH SCHEDULE FOR COLOR DESIGNATION. CORE: SC - SOLID CORE WOOD MDF - ACS CERITIFIED MDF MC - NON-COMBUSTIBLE MINERAL CORE INSUL - INSULATED TRIM: STD - STANDARD 1X3 POPLAR, SQUARE. SUPPLY AND TACK INSTALL BY MC IN FACTORY, FINAL INSTALL BY LC. LOCK FUNCTION: PGE - PASSAGE LOCK PCY - PRIVACY LOCK DMY - DUMMY TRIM DB - DEAD BOLT HARDWARE SETS GROUP 1: VALLI VALLI: H416 GARNET SERIES, 32D SATIN STAINLESS STEEL GROUP 2: DELTANA FLUSH PULL: FP7178U26D, (1) PER DOOR, IN BRUSHED CHROME GROUP 3: EMTEK PRIVACY FLUSH PULL: 2115US15 IN SATIN NICKEL STANDARD HINGES:1 1/2 PR PER DOOR PANEL, SCHLAGE SC3P1020F619E IN BRUSHED NICKEL BYPASS SLIDING DOORS TO HAVE STANDARD **** HARDWARE, WITH EXCEPTION OF DOOR PULLS, SEE ABOVE. STOPS: W- WALL STOP, DELTANA BDS450U26D IN BRUSHED CHROME F - FLOOR STOP, DELTANA UFB5000U26D IN BRUSHED CHROME H - HINGE STOP, DELTANA HP70U26D IN BRUSHED CHROME ** BYPASS SLIDING DOORS WILL HAVE FRAME INSTALLED BY MC, DOOR PANELS WILL BE SHIPPED LOOSE TO BE HUNG BY LC. MAIN FLOOR MODULES 1 2 3 4 5 6 7 8 THIRD FLOOR MODULES RevID ChID Change Name Date 01 04 01 02 Framing Note Revised Structural Element Added 8/25/17 10/27/17 evoDOMUS LLC 3143 W 33rd Street Cleveland, OH 44109 Phone : (216) 772-2603 Sheet Size: 24" x 36" Sheet Number: S.01 Phase: Original issue Date of set:Project Number:STMProject Name:Sturm ResidenceClient: Drawing: BSMT/Garden Level Framing Scale: 1/4" = 1'-0" 08-25-2017 Paul and Leisa Sturm 5044 Main Gore Drive S Vail, Colorado 81657 Developer: Lot 2 Vail Meadows Filing No. 1 RWS Architectural Consulting, LLC 1361 Lakeland Ave.Lakewood, OH 44107Phone: (216) 401-3830 rwshearer@gmail.com Robert W. Shearer, RAColorado Registered Architectnumber:ARC.00404908License Expires 10-31-2019Architect: Revisions:10/27/17Date printed: Steel Beam Schedule Home Story BSMT/Garden Level Element ID BM-01 BM-02 BM-03 BM-04 BM-05 BM-06 BM-07 BM-08 BM-09 BM-10 BM-11 BM-12 BM-13 BM-14 Bm Bearing to Floor Line 6'-11 1/2" 6'-11 1/2" 6'-11 1/2" 6'-11 1/2" 6'-11 1/2" 6'-11 1/2" 6'-9 1/4" 6'-9 1/4" 6'-9 1/4" 6'-9 1/4" 7'-9 1/4" 7'-9 1/4" 7'-8 3/4" 7'-6" Beam Length 10'-6 1/4" 10'-1/2" 10'-6 1/4" 10'-1/2" 10'-6 1/4" 10'-1/2" 6'-11" 12' 11'-10" 13'-2 1/4" 15'-12" 9'-3" 37'-2 1/2" 17'-8 1/2" W-Shapes W8x18 W8x18 W8x18 W8x18 W8x18 W8x18 W10x26 W10x26 W10x26 W10x26 W10x49 W10x26 W10x77 W12x30 Depth 0'-8 1/4" 0'-8 1/4" 0'-8 1/4" 0'-8 1/4" 0'-8 1/4" 0'-8 1/4" 0'-10 1/4" 0'-10 1/4" 0'-10 1/4" 0'-10 1/4" 0'-10" 0'-10 1/4" 0'-10 1/2" 1'-1/4" Weight/ft 18.00 18.00 18.00 18.00 18.00 18.00 26.00 26.00 26.00 26.00 49.00 26.00 77.00 30.00 N0 2'4'8' eD10.01.06 (TYP)6'-01/4"61/8" 10'-01/8"10'-05/8"3'-01/2"107/8"10'-8"63/4"13'-91/4"43/4"6'-11/2"63/4"6'-51/4"43/4"4'-0"6'-67/8"4'-51/2"41/8" 8'-75/8"3'-111/8" 5'-2"43/4" 5'-111/4"91/8" 41/8"4'-111/8"3'-35/8"2'-43/4"1'-07/8"107/8"10'-101/2"43/4"2'-0"43/4"3'-0"43/4"2'-1"6'-91/8"63/4"1'-6"3'-8"43/4" 7'-111/8"3'-53/4"63/4" 3'-35/8"43/4" 2'-0"107/8"1'-9"101/4"7'-67/8"3'-13/4" FFL 8590' -4 1/2" = 8589'-7 1/2 8588'-9" (-1"3") 03A3.01 01A1.01 04A4.01 27 A4.01 27 A4.01 38A1.01 BM-01 BM-06 BM-04 BM-13 BM-11 BM-09 BM-13SEE MC SHOP DRAWINGS FOR FRAMING IN THIS AREA BM-02 BM-03 BM-05 BM-07 BM-08 BM-10LATERAL BRACING METHOD GB LATERAL BRACING METHOD WSP: 7/16" OSB SHEATHING EACH SIDE LATERAL BRACING METHOD GB BM-12 BM-14 PAD 01 PAD 02 PAD 03 PAD 04 PAD 05 PAD 06 PAD 09 PAD 08 PAD 07 PAD 10 PAD 13 PAD 14 PAD 15 PAD 15 PAD 12 PAD 11 PAD 12 PAD 13 STEEL BEAM ABOVESTEEL BEAM ABOVESTEEL BEAM ABOVELINE OF BUILDING ABOVE LINE OF BUILDING ABOVE HEATED DRIVEWAY BULKHEAD ABOVESOFFITDOWN SPOUT DOWN SPOUT DOWNSPOUT DOWNSPOUT DOWN SPOUT DOWN SPOUT HEATED SIDEWALK ENTRY SECONDARY UNIT ENTRY MAIN HOUSE ELEVATORTANK& CONTROLLEVEL FLOOR SOFFITSOFFITSOFFITSOFFIT STEEL BEAM ABOVE STEEL BEAM ABOVE STEEL BEAM ABOVE RAISED, FRAMED FLOOR FFL 8590'SLOPE; 1/4"/FT. ROOF DRAINAGE 2 x 10 @12" O.C.2 x 10 @12" O.C.2 x 10 @12"O.C.2 x 10 @12" O.C.2 x 10 @ 12 O.C. 2 x 10 @ 12 O.C. (3) 1 3/4" X 9 1/4" LVL 2 x 10 @ 12 O.C.(3) 1 3/4" X 9 1/4" LVL(3) 1 3/4" X 9 1/4" LVL28 A4.01 28 A4.01 29 A4.01 29 A4.01 02A2.01 05A5.01 36A2.0137A2.01 63/4" 23'-11/4"43/4"42'-11"4'-91/4"7'-33/4"12'-0"11'-10"13'-7"2'-0"4'-67/8"2'-0"43/4"1'-51/2"2'-1"4'-3"6'-71/8"43/4"1'-4"4'-61/4"101/4"UP 16R UP 7R DN 4R UP 15RUP 3RUP 12RNICHENICHE Footing Schedule Element ID PAD 01 PAD 02 PAD 03 PAD 04 PAD 05 PAD 06 PAD 07 PAD 08 PAD 09 PAD 10 PAD 11 PAD 12 PAD 13 PAD 14 PAD 15 Bottom of Footing to Top of Slab -3' -3' -3' -3' -3' -3' -3' -3' -3' -3' -3' -3' -3' -3' -3' Height (Z Size) 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1'-3" 1'-3" Length (A) 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 3' 3' 3' 3' 3' 14' 26'-6" 4' 4' Width (B) 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 3' 3' 3' 3' 3' 3' 3' 4' 4' Steel (4) #5 EW Bottom (4) #5 EW Bottom (4) #5 EW Bottom (4) #5 EW Bottom (4) #5 EW Bottom (4) #5 EW Bottom (4) #5 EW Bottom (4) #5 EW Bottom (4) #5 EW Bottom (4) #5 EW Bottom (4) #5 EW Bottom (4) #5 lengthwise, #5@3' oc Crosswise (4) #5 lengthwise, #5@3' oc Crosswise (5) #5 EW Bottom (5) #5 EW Bottom Columns Schedule Home Story BSMT/Garden Level First Floor Element ID C01 C02 C03 C04 C05 C06 C07 C08 C09 C10 C11 C12 C13 C14 C15 C16 C17 C18 Bearing to Floor Line -2'-0" -2'-0" -2'-0" -2'-0" -2'-0" -2'-0" -2'-0" -2'-0" -2'-0" -2'-0" -2'-0" -2'-0" -2'-0" -2'-0" -2'-0" -2'-0" -1'-9" -2'-0" Core Dimension 1 0'-4" 0'-4" 0'-4" 0'-4" 0'-4" 0'-4" 0'-4" 0'-4" 0'-4" 0'-4" 0'-4" 0'-4" 0'-4" 0'-4" 0'-4" 0'-4" 0'-4" 0'-4" Height 8'-111/2" 8'-91/4" 8'-111/2" 8'-91/4" 8'-111/2" 8'-91/4" 10'-71/2" 9'-91/8" 9'-91/8" 9'-91/8" 9'-31/8" 8'-12" 10'-71/2" 10'-71/2" 10'-71/2" 10'-71/2" 9'-55/8" 9'-85/8" Steel 11 Gauge 11 Gauge 11 Gauge 11 Gauge 11 Gauge 11 Gauge 11 Gauge 11 Gauge 11 Gauge 11 Gauge 11 Gauge 11 Gauge 11 Gauge 11 Gauge 11 Gauge 11 Gauge Standard Structural Steel, (10.6 plf) 5/8" cap & Br PL, w (4) 5/8" bolts, each PL Standard Structural Steel, (10.6 plf) 5/8" cap & Br PL, w (4) 5/8" bolts, each PL 04.01 04.01 04.01 04.01 04.01 04.02