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HomeMy WebLinkAboutPLANS B-10719 Skyview Event Fall River Village 2017=08-10BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e G1.0 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS COVER SHEETS Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com OWNER PROJECT TEAM Metropia Management LLC Paul Pewterbaugh, President 3303 W. 144th Ave, Ste 106 Broomfield CO 80023 CONTRACTOR BASIS Architecture, P.C. Steve Lane, AIA 1692 Big Thompson Ave. Estes Park, CO 80517 970.586.9140 steve@bas1s.com ARCHITECT SKYVIEW @ FALL RIVER VILLAGE Prime Homes LLC James Poppitz - GC 650 Devon Drive Estes Park, CO 80517 o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com STRUCTURAL ENGINEER CTL Thompson Scott Hargrove, Project Engineer 400 North Link Lane Fort Collins, CO 970.416.6224 shargrove@ctlthompson SHEET INDEX *Civil on separate cover G1.0 Cover Sheet + Architectural Site Plan G1.1 Code, Notes A2.0 Main Floor Plan A2.1 Second Floor Plan & Wall Assemblies A2.2 Basement Floor Plan A2.3 Roof Plan, Assemblies & Details A3.0 Elevation A3.1 Elevation A3.2 Elevation A3.3 Elevation A4.0 Sections & Details A4.1 Sections & Details A4.2 Sections & Details A4.3 Sections & Details A4.4 Sections & Details A4.5 Sections & Details A4.6 Sections & Details A4.7 Sections & Details A5.0 Doors + Windows Schedules A5.1 Doors & Windows Details, Assemblies A6.0 Reflected Ceiling Plans A7.0 Interior Elevations S0 Cover S1 Foundation Plan S2 Basement Framing Plan S3 Main Floor Framing Plan S4 Second Floor/Lower Roof Framing S5 Roof Framing Plan S6 Foundation Details S7 Structural Details S8 Structural Details S9 Structural Details S10 Structural Details S11 Structural Details S12 Structural Details & General Notes CIVIL ENGINEER VanHorn Engineering & Surveying Joe Coop, Project Manager 1043 Fish Creek Rd. Estes Park, CO 80517 970.586.9388 joevhe@airbits.com BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e G1.1 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS CODE PLAN, NOTES Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com UP +/- 19'+/- 38' 1HR RATED SHAFT FOR DUCT CHASE FROM BELOW, SERVING UPPER FLOOR, PROVIDE FIRE DAMPER AT DUCT PENETRATION EXIT ACCESS FROM ABOVE MAX TRAVEL DISTANCE TO EXIT = 106' MAX TRAVEL DISTANCE TO EXIT = 55' DIAG. = 91' 1/3 DIAG. = +/-30' MAX TRAVEL DISTANCE TO EXIT = 60' EXIT ACCESS FROM ABOVE ACCESSIBLE EXIT A-2 COMMUNITY HALL EXIT ACCESS TO DECK EXITEXIT OFF DECK EXIT EXIT ACCESS TO DECK A-2 COMMERCIAL KITCHEN BATHROOMS ELEV. STOR. INTERIOR EXIT ACCESS STAIRWAY EXTERIOR EXIT ACCESS STAIRWAY MAX TRAVEL DISTANCE TO EXIT = 92' MAX TRAVEL DISTANCE TO EXIT = 115' EXIT TO LOWER DECK EXIT ACCESS TO MAIN FLOORA-2 ROOFTOP DECK RESTROOMS BRIDE'S ROOM ELEV. STOR. STOR. BA L C O N Y NOT A REQUIRED MEANS OF EGRESS MAX TRAVEL DISTANCE TO EXIT = 85' 1-HR WALLS AT ELEV. EXIT ELEV. STORAGE/ MECH. SPRINKLER CRAWL SPACE COMcheck Software Version 4.3.5.1 Envelope Compliance Certificate Project Title: 2015 IECC Project Type:New Construction Vertical Glazing / Wall Area:12% Location:Estes Park, Colorado Climate Zone:5b Construction Site: 270 Sunny Acres Ct. Estes Park, Colorado 80517 Owner/Agent: Fall River Village Estes Park, Colorado 80517 Designer/Contractor: Bas1s Architecture 1692 Big Thompson Ave. Estes Park, Colorado 80517 Project Information Energy Code: FALL RIVER VILLAGE - COMMUNITY BUILDING Building Area Floor Area 1-Community Building (Convention Center) : Nonresidential 6505 Envelope Assemblies Assembly Cavity R-Value Cont. R-Value Proposed U-Factor Budget U- Factor(a) Gross Area or Perimeter Foundation - Low: Solid Concrete, 8in. Thickness, Normal Density, Furring: None, Wall Ht 5.0, Depth B.G. 3.0, [Bldg. Use 1 - Community Building] 700 ---19.0 0.049 0.108 Foundation - High: Solid Concrete, 10in. Thickness, Normal Density, Furring: None, Wall Ht 10.0, Depth B.G. 9.0, [Bldg. Use 1 - Community Building] 1050 ---19.0 0.049 0.108 Foundation - Stair: Solid Concrete, 10in. Thickness, Normal Density, Furring: None, Wall Ht 10.0, Depth B.G. 7.0, [Bldg. Use 1 - Community Building] 150 ---19.0 0.049 0.108 Ext. Walls: Wood-Framed, 16in. o.c., [Bldg. Use 1 - Community Building] 7540 21.0 0.0 0.062 0.064 Windows: Metal Frame with Thermal Break: Operable, Perf. Specs.: Product ID Generic, SHGC 0.26, [Bldg. Use 1 - Community Building] (b) 315 ------0.360 0.450 Glass Doors: , Perf. Specs.: Product ID Generic, SHGC 0.32, [Bldg. Use 1 - Community Building] (b) 605 ------0.440 0.770 Solid Doors: Insulated Metal, Swinging, [Bldg. Use 1 - Community Building] 45 ------0.250 0.370 Roof - Truss: Attic Roof, Wood Joists, [Bldg. Use 1 - Community Building] 920 13.0 32.0 0.022 0.027 Roof - Joist: Attic Roof, Steel Joists, [Bldg. Use 1 - Community Building]2135 45.0 0.0 0.031 0.027 Additional Efficiency Package High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. (a)Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Project Title: Data filename: FALL RIVER VILLAGE - COMMUNITY BUILDING 07/31/17Report date: 91 ofPage Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.3.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Envelope PASSES: Design 18% better than code Project Title: Data filename: FALL RIVER VILLAGE - COMMUNITY BUILDING 07/31/17Report date: 92 ofPage 1 1/8" = 1'-0" Main Floor Exiting 2 1/8" = 1'-0" Second Floor Exiting 3 1/8" = 1'-0" Basement Exiting PROJECT GENERAL NOTES GENERAL 1. All construction shall conform to the International Building Code, 2015 edition as amended by the Town of Estes Park, and all other applicable codes. 2. Construction debris shall be legally removed on a continuing basis. The site shall be maintained in a "neat" appearance. 3. Dimensions are to face of stud, panel, or concrete unless otherwise indicated. Log and column dimensions are to centerline. Vertical dimensions are to concrete slab, wood subfloor or top of wall or beam. 4. Provide fire-blocking per IRC Section R602.8. Provide fire-blocking in concealed spaces of stud walls at the floor-ceiling level and at 10-foot intervals, in openings around vents, ducts, etc., and at all interconnections between concealed horizontal and vertical spaces. Penetrations: **Firestop subcontractor required, submit proposed systems to Building Dept*** 5. Design Loads: Floors: 100 psf Decks: 100 psf Roof: 70 psf (>7,000,<8,000); 15psf Dead Wind: Exposure class C 175 mph Ultimate Wind Speed, 3 Second Gust 136 mph Nominal Design6. Typical exterior wall: Siding (see elevations) on housewrap on 7/16-inch sheathing on 2x6 stud wall (16"o.c.). Provide blown fiberglass insulation in stud cavity. 5/8-inch non-rated gypsum wallboard at interior, unless otherwise noted. 7. Typical roof: Metal roofing on ice & water shield on nominal 5/8-inch OR T&G roof sheathing on roof trusses or rafters as noted. Provide blown-in insulation in roof joist cavity, with preformed air vent, over conditioned space. INTERIOR FINISH 8. Provide blocking in wall for mounting all cabinets, towel bars, closet rods, etc. 9. Use metal edge at all gypsum wallboard corners. Ensure factory edge or provide metal edge trim where gypsum wallboard meets a different material. 10. Provide fiberglass-reinforced backing board (Dens-shield or equal) behind all tiled surfaces and water-resistant gypsum wallboard at all other wet locations. Submittal Notes: 11. Prior to inspection, submit a gas line diagram to the building division for review & approval 12. Prior to inspection, provide documentation of compliance with manuals J,S & D 13. Fire Sprinkler and Fire Alarm to be provided through delayed submittals - G.C. to submit fire marshal and building dept. for review FIRE SPRINKLER SYSTEM: PROVIDE FULL NFPA13 SYSTEM THROUGHOUT BUILDING. DRY SYSTEM TO PROTECT COMBUSTIBLE CONSTRUCTION IN ATTIC. NO PLASTIC PIPING PERMITTED. CONCEALED HEADS IN ATTIC & DROPPED CEILINGS. EXPOSED PIPING REQUIRED AT STICK FRAME ROOF AREAS (COVERED ROOF DECK) COORDINATE w/ EXPOSED HVAC & LIGHTING. ARCHITECT RESERVES THE RIGHT TO REQUIRE SPECIFIC CHANGES TO SPRINKLER PIPE LAYOUT FOR AESTHETICS AFTER REVIEW OF PROPOSED DESIGN. Fall River Village Sky View Community Building 2015 IBC Code Study Use & Occupancy Class -- Chapter 3 Proposed Building: A-2 Banquet Hall S-1 Storage Height & Area Limitations -- Chapter 5 Type V-B building construction Building Area: Use Group: A-2/S-1 Allowable area: 18,000sf 1st Floor: (A-2) 3,270sf 2nd Floor: (A-2) 2,575sf Basement: (S-1) 2,690sf Total: 8,535sf Building Height Proposed: 2 Story + Basement; +/- 49’ (2 Stories/60’ max allowable) **Per strict definition the basement would count as a story above grade plane due to its elevation above grade. This submittal requests consideration as a true basement, i.e. not a story above grade plane, wherein the building remains 2 stories + basement. It is possible that a true basement level could be designed at a much lower elevation, plus a framed mezzanine at the level proposed, resulting in significantly more floor area much further below grade. This would be a less- safe condition than that proposed, but meet the letter of the code. Non-separated occupancies per 508.3; allowable height + building area meets requirements for most restrictive occupancy (A-2) Types of Construction -- Chapter 6 Type V-B: Non-combustible materials at Exterior Walls Fire-resistive rating: Table 601 - Type V-B Structural Frame: 0 hrs Exterior/Interior Bearing walls 0 hrs Interior Non-bearing walls 0 hr Floors 0 hr Roofs 0 hr Exterior wall protection: Table 602 A occupancy: All Walls 0hr >10’ Fire - Resistive Construction -- Chapter 7 Exterior walls West, North & South walls: Unlimited unprotected openings ≥ 30’ East Wall: >10’ UP S - 45% max allowable opening area Fire Walls: None Fire Barriers: Shaft walls - see below Fire and/or Smoke Partitions: None Horizontal Assemblies: NR typical 1hr Shaft enclosure at basement stair + duct chase Supporting construction required to be protected Shaft enclosures: 1-hour <4 stories Elevator shaft, basement stair enclosure + duct chase Opening Protectives: Exit access stairway enclosures: 60-minute Concealed Spaces: Fireblocking per 718 Interior Finishes - Chapter 8 Flame Spread: A-2: Exits/Corridors: Class B Rooms + spaces: Class C Fire Protection Systems -- Chapter 9 Automatic Sprinkler systems - Full NFPA 13 system Fire Alarm: Req’d SF Totals: Main Floor - 3,270 Upstairs Int. - 935 Total Interior Fin. - 4,200 Main Floor Deck + Stairs - 1,090 Upper Covered Deck - 1,640 Upper Uncovered Deck - 870 Basement (storage + utility) - +/- 2,690 Means of Egress - Chapter 10 First Floor -- Community Hall: Hall Seating 1,840sf (net) @ 1/15 = 122 occ’s Kitchen: 337sf (gross) @ 1/200 = 4 occ's Storage 90sf (gross) @ 1/300 = 1 occ's Total 127 occ’s (2 exits req’d) Total egress width: 127 * 0.15 (doorways) = 19-inches Min component egress: 36-inches Second Floor -- Roof Deck: Deck Seating 1,985sf (net) @ 1/15 = 132 occ’s Bride's Room 150sf (net) @ 1/15 = 10 occ's Storage: 145sf (gross) @ 1/300 = 1 occ's Total 143 occ’s (2 exits req’d) Total egress width: 143 * 0.2 (stairways) = 28.6-inches Min component egress: 36-inches Basement -- Storage/Mech.: Storage/Mech. 2,540sf (gross) @ 1/300 = 9 occ’s (1 exit req'd) 1007.1.1 Ex 2: minimum separation of exits = 1/3 diagonal (fully sprinklered) Provide means of egress illumination per 1008 Panic hardware required on exit doors per 1010.1.10 (A > 50 occ’s) Provide exit signs per 1013 Exit access max travel distance: A - 250’ (w/ sprinkler) Max common path of egress travel = 75 feet Exit access max travel distance: S1 (1 exit) = 100 (w/ sprinkler) per table 1006.2.1 Interior Exit Access Stairways - 1019 Per Ex.1 Exit Access stairway may be open between two floor (main + upper) - stairway to basement enclosed by 1hr protection Corridors: (Table 1020.1) A >30 occ - 0 hr (w/ sprinkler) Exterior exit stairway protection: Not req’d, Sec 1027.6 Ex.1 Accessibility -- Chapter 11 Accessible route from accessible parking provided. Accessible toilet facilities provided Plumbing Systems -- Chapter 29 A-2 Community Hall/Roof Deck W/C - 1/75, Lavs - 1/200 279/2 = 140, 2 w/c, 1 lav req’d ea sex W 4 w/c, 4 lavs (2 w/c, 2 lavs ea. floor) M 2 w/c, 2 urinals, 4 lavs (1 w/c. 1 urinal, 2 lavs ea. floor) Elevator -- Chapter 30 Accessible elevator with accessible means of egress Standby power to transfer on within 60 seconds after failure of normal power. 3006.2 Enclosed elevator lobbies (hoistway protection) not req’d Not >3 stories; fully sprinklered BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A2.0 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS MAIN FLOOR PLAN Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com UP DW DW 2' 4 " x 4 ' 1 0 " 3'0"x4'10" 102 7' - 0 " 3' - 6 " F 2' - 6 " 2' - 6 " 108 8' - 0 " 6' - 0 " D 8' - 0 " 5' - 8 " A 2' - 0 " 5' - 8 " C 8' - 0 " 3' - 2 1 / 2 " B 2' - 0 " 3' - 2 1 / 2 " 114 7' - 0 " 3' - 0 " 115 7' - 0 " 3' - 0 " F12'-6" 2'-6" F12'-6" 2'-6" 3' 6 " x 7 ' 0 " 11 0 7'-0" 3'-0" 3'0"x4'10" 100 8' - 0 " 6' - 0 " 11 3 7'-0" 2'-6" F1 2' - 6 " 2' - 6 " F1 2' - 6 " 2' - 6 " E 5' - 6 " 3' - 0 " A 2'-0" 5'-8" A 2'-0" 5'-8" A 2'-0" 5'-8" A 2'-0" 5'-8" B2'-0" 3'-2 1/2" 10 5 8'-0" 23'-6" 10 6 8'-0" 3'-0" B 2' - 0 " 3' - 2 1 / 2 " A 2' - 0 " 5' - 8 " A 2' - 0 " 5' - 8 " A 2' - 0 " 5' - 8 " A 2' - 0 " 5' - 8 " 103 8' - 0 " 3' - 0 " 104 8' - 0 " 23 ' - 6 " 111 7' - 0 " 3' - 0 " 109 7' - 0 " 2' - 6 " 10 7 7'-0" 5'-0" 112 7' - 0 " 4' - 0 " ICE COOLER FREEZER A A 1 1 2 2 4 4 5 5 7 7 8 8 3 3 6 6 B B D D E E F F G G H H I I J J K K L L OVEN 3 3 2'-0" 4'-3 3/4"5 1/2"4'-4"4' - 4 " 12'-0"53'-9"10'-0"16'-3" 213/A7.0 3 2 1 1/A7.0 433/A7.0 RAILING 42" ABV. NOSING, ALL GAPS <4" STONE POST WRAP, RE: 2/A3.0 ELEV. EVENT HALL VESTIBULE ENTRY WOMEN MEN KITCHEN DECK UP DANCE FLOOR PARKING HALL BASED ON OTIS 3000 WARMING RACKS CH A S E CO A T S A/V BAR STORAGE DN LANDING (EL. = 98'-5 1/4")SLOPED SLOPED DN DN SLOPE 1:20 SL O P E 1: 2 0 SLOPED LANDING (EL=98'-10") LANDING (EL=98'-8 1/2") LANDING 1/A4.3 1/A4.3 1/ A 4 . 0 1/ A 4 . 0 1/ A 4 . 1 1/ A 4 . 1 1/ A 4 . 2 1/ A 4 . 2 1/A4.4 1/A4.4 1/ A 4 . 7 1/ A 4 . 7 1/ A 4 . 6 1/ A 4 . 6 2/ A 4 . 7 2/ A 4 . 7 1/ A 4 . 5 1/ A 4 . 5 2/A4.3 2/A4.3 A B C E F F H E F F I J K L M G L B D D D 1/ A 4 . 8 1/ A 4 . 8 10 ' - 0 " 32 ' - 0 " 9' - 3 " 10 " 12'-0"14'-6"30'-0"19'-3"19'-3" 2' - 6 " 13 ' - 6 " 24 ' - 6 " 5' - 0 " 7' - 6 1 / 4 " 5 1 / 2 " 6' - 7 1 / 4 " 3 3/4"12'-3"6'-8 1/4" 1' - 4 1 / 2 " 3'-0" 2' - 6 " 10'-6"30'-0"5'-9"3'-5 3/4" 5 1/2" 9'-6 3/4"11'-3"8'-0" 13'-8"15'-2"8'-3 1/2"6'-10"9'-9 1/2"5'-0"5'-0"3'-6"4'-10 1/2" 3 1/2" 1'-4" 3 1/2" 2'-5 1/2"3'-6" 3' - 6 " 6' - 6 " 3' - 6 " 5' - 6 1 / 2 " 5 1 / 2 " 18 ' - 6 " 2'-0"3 1/2"3'-9"3 1/2"7'-11 3/4"4'-3 3/4" 5 1/2" 4'-4" 8'-7 1/4" 2' - 6 1 / 4 " 3 1 / 2 " 7' - 5 1 / 2 " 2'-6" 13 ' - 8 " 15 ' - 2 " 3' - 2 " 5'-0"7'-9 3/4"3'-0"15'-6 1/2"4'-0"24'-11 3/4" 1' - 2 " 4" MAX4" MAX 1'-6" 1'-6" 4'-9" 5' - 0 3 / 4 " 1" 2' - 1 1 1 / 2 " 1" 5' - 0 1 / 4 " LINE OF DECK ABOVE ENTRY ROOF ABOVE LINE OF ROOFS ABOVE, TYP. WALK TO PARKING ACCESSIBLE WALK TO PARKING FOLD-DOWN CHANGING TABLES IN EA. RESTROOM (MAX 4" PROJECTION) LINE OF DECKING ORIENTATION CHANGE IN DECK MOP SINK DIRECT VENT OVEN VENT TO OUTSIDE, TYPE II HOOD NOT REQ'D POINT LOAD FROM ABOVE TO FND. RE: STRUCT. BEARING WALL 1-HR RATED WALLS, TYP. ACCESSIBLE ROUTE TO WALK WING WALL TO WRAP POST & TERMINATE WRAPPED BEAM ABOVE RE: SECTION 1/A4.5 1-HR RATED WALLS, TYP. ELEV. DIMS. BASED ON OTIS HYDROFIT 3000, VERIFY DIMS. WITH FINAL MODEL SELECTED BEFORE BUILDING ALIGN FURRED CHASE FOR FDC FROM BELOW DIMENSIONS TBD FLOOR SINK FLOOR SINK HANDRAIL EA. SIDE, EXTEND MIN. 1' FROM END OF LANDING/LAST TREAD, TYP. 42" HIGH GUARDRAIL, ALL GAPS <4", TYP. RE: ELEVATIONS DOOR SWING NOT ALLOWED IN (ADA) TOILET CLEAR FLOOR SPACE, TYP. SOLID SPRAY FOAM WALLS BEHIND HAND DRYERS, TYP. LOW HEIGHT 2x4 WALL FOR PLUMBING, ANCHOR WALL END THRU FLOOR TO JOISTS BELOW w/ MIN. (2) 2x4's REF N1 1/4" = 1'-0" Main Floor BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A2.1 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS 2ND FLR + ROOF DECK PLAN Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com 203 7' - 0 " 3' - 0 " J2 5' - 0 " 2' - 6 " 20 2 6'-8" 5'-0" H 2' - 6 " 6' - 0 " F2 2' - 6 " 2' - 6 " H 2' - 6 " 6' - 0 " G 5' - 0 " 4' - 0 " I 7' - 6 " 2' - 6 " 2' 4 " x 4 ' 1 0 " 3'0"x4'10" J5'-0" 2'-6" F32'-6" 2'-6" F32'-6" 2'-6" 3' 6 " x 7 ' 0 " 20 6 7'-0" 3'-0"F3 2' - 6 " 2' - 6 " F3 2' - 6 " 2' - 6 " 204 7' - 0 " 3' - 0 " 205 7' - 0 " 3' - 0 " 20 0 7'-0" 6'-0" 20 1 7'-0" 3'-0" F2 2' - 6 " 2' - 6 " 3'0"x4'10" A A 1 1 2 2 4 4 5 5 7 7 8 8 3 3 6 6 B B D D E E F F G G H H I I J J K K L L 3 3 1/A4.3 1/A4.3 1/ A 4 . 0 1/ A 4 . 0 59'-1 1/2"10'-0"13'-0"3'-3" 2' - 6 " 12 ' - 6 1 / 2 " 19 ' - 5 1 / 2 " 11 ' - 0 " 19'-10 1/2"30'-0"19'-3"16'-3" 10 ' - 1 0 " 38 ' - 8 1 / 2 " 5' - 5 3 / 4 " 4 3 / 4 " 7'-4 1/2" 5 1/2" 2'-8 1/2"8'-6"6'-6"4'-5 1/2"3'-6"5'-8 3/4" 5 1/2" 4'-6 3/4"5'-0"3'-4"3'-7 1/2"5 1/2"5'-6"3'-4" 18'-2"13'-6 1/2"EQ.EQ.6'-3"6'-9" 9' - 1 1 3 / 8 " 8'-7 1/4" 6' - 7 1 / 4 " 1' - 0 " 6'-1 1/4" MAX 4" 1'-6" MAX 4"1'-6" 5'-4" 1' - 0 " 1' - 0 " 4'-8" 6' - 7 1 / 8 " 5' - 1 1 3 / 8 " 2' - 1 1 1 / 2 " 7' - 0 " 6' - 0 " 3' - 6 " 2'-0" 5' - 0 3 / 4 " 1" 2' - 1 1 1 / 2 " 1" 5' - 0 3 / 4 " 3/ A 4 . 3 3/ A 4 . 3 2 3 1 2/A7.0 1 4/A7.0 1 5/A7.0 5/A7.0 FOLD-DOWN CHANGING TABLES IN EA. RESTROOM MAX 4" PROJECTION, TYP. 42" HIGH GUARDRAIL, ALL GAPS <4", TYP. DOOR SWING TO REMAIN OUTSIDE (ADA) TOILET CLEAR FLOOR SPACE SOLID SPRAY FOAM WALLS BEHIND HAND DRYERS, TYP.COVERED DECK VESTIBULE ELEV. BRIDE'S ROOM DN DN WOMENMEN STORAGE STORAGE BALC. BAR HALL COMPOSITE DECKING ON 2x FRAMING (OR PANELIZED) ON BISON OR EQ. ADJUSTABLE DECK MOUNTS 1/ A 4 . 1 1/ A 4 . 1 1/ A 4 . 2 1/ A 4 . 2 1/A4.4 1/A4.4 1/ A 4 . 7 1/ A 4 . 7 1/ A 4 . 6 1/ A 4 . 6 2/ A 4 . 7 2/ A 4 . 7 1/ A 4 . 5 1/ A 4 . 5 2/A4.3 2/A4.3 1/ A 4 . 8 1/ A 4 . 8 LINE OF ROOFS ABOVE, TYP. HANDRAIL EA. SIDE, EXTEND MIN. 1' FROM END OF LANDING/LAST TREAD, TYP. HANDRAIL EA. SIDE, EXTEND MIN. 1' FROM END OF LANDING/LAST TREAD, TYP. 14'-6 1/8"7'-10"17'-10 1/2"5'-6 1/4"8'-0" 5 1/2" EQ.5 1/2"EQ. REF. N1 1/4" = 1'-0" Second Floor BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A2.2 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS BASEMENT PLAN Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com 00 1 7'-0" 3'-6" 006 3' - 0 " 3' - 0 " 004 7' - 0 " 3' - 0 " 005 3' - 0 " 3' - 0 " 003 7' - 0 " 3' - 0 " 002 7' - 0 " 3' - 0 " A A 1 1 2 2 4 4 5 5 7 7 8 8 3 3 6 6 B B D D E E F F G G H H I I J J K K L L 3 3 10 ' - 8 " 8' - 8 " 7' - 6 " 2' - 8 " 3 1 / 2 " 8' - 2 1 / 2 " 5' - 0 " 7'-8 1/2"54'-2 3/4" 5 1/2" 25'-3 3/4" 10 ' - 8 " 8' - 8 " 12 ' - 8 " 4'-3 1/2"7'-8 1/2"14'-6"30'-0"19'-3"16'-3" 11 " 10'-9 7/8"10'-8"10'-8"10'-8"10'-8"10'-0"7'-6"8'-0 1/2" 5' - 0 1 / 4 " 5 1 / 2 " 6' - 7 1 / 4 " 10 ' - 0 " 31 ' - 8 " 10 ' - 5 " 8'-0"8'-0"8'-0"8'-0"8'-0" 15 ' - 8 " 15 ' - 8 " 3'-0"5'-0" 5' - 0 " 4' - 6 " 9'-0 1/4"8"9'-6 3/4"7'-7 1/4"3 1/2"7'-3 1/4" 3 1/2"9 1/2" 38 ' - 0 " 12 ' - 7 1 / 8 " 4'-3 3/4"5 1/2"4'-1 1/2"4' - 2 3 / 4 " 4' - 3 " 1' - 0 " KITCHEN BUMP-OUT ABOVE STEPS TO GRADE AT DRIVE LANDING EGRESS/ FIRE ACCESS FURRED 2x WALLS OVER 1 1/2" RIGID INSUL. AT ELEC/SPRINKLER ELEVATOR DIMENSIONS BASED ON OTIS HYDROFIT 3000, VFY DIMENSIONS WITH SELECTED ELEVATOR MODEL PRIOR TO BUILDING 5" CONC. DAMPER PAD ON FRAMED FLOOR AT MECH. EQUIP. SIZE & WEIGHT TO BE VERIFIED w/ STRUCTURAL BEFORE BUILDING DRAIN TILE AROUND UPHILL SIDE OF BUILDING, DAYLIGHT DOWNHILL, DRAIN AWAY FROM BUILDING CRAWL ACCESS IN FLOOR +/- 30"x30" REMOVABL OSB PANEL w/ 2x4 FRAME, RE: STRUCT. FOR OPNG. 1 1/2" DIA. STEEL PIPE HANDRAIL BOTH SIDES 1'-0" HANDRAIL EXTENSIONS TOP & BOTTOM, TYP. ELEV. STORAGE BASEMENT CRAWL ELEC. FIRE SPRINKLER MECH. EQUIP. CRAWL 1/A4.3 1/A4.3 1/ A 4 . 0 1/ A 4 . 0 1/ A 4 . 1 1/ A 4 . 1 1/ A 4 . 2 1/ A 4 . 2 1/A4.4 1/A4.4 1/ A 4 . 7 1/ A 4 . 7 1/ A 4 . 6 1/ A 4 . 6 2/ A 4 . 7 2/ A 4 . 7 1/ A 4 . 5 1/ A 4 . 5 2/A4.3 2/A4.3 1/ A 4 . 8 1/ A 4 . 8 REF N1 1/4" = 1'-0" Basement BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A2.3 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS ROOF PLANS Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com SNAP LOCK CONCEALED FASTENER METAL ROOFING w/ STANDING SEAM ON ICE & WATER SHIELD (OR EQ.) THROUGHOUT 6" HALF-ROUND GALVANIZED GUTTERS, TYP., U.O.N. PLUMBING VENT, RE: MECH "S " C U R V E SL O P E CO N V E X SL O P E CONVEX SLOPE CONCAVE CURVE SLOPE "S " C U R V E C U R V E SL O P E CO N C A V E CU R V E DECK BELOW APX. HIGH POINT OF ROOF DOWNSPOUT BELOW, RE: ELEVATIONS 4" DIA. GALV. ROUND DOWNSPOUTS, TYP. 8" HALF-ROUND GALVANIZED GUTTER AT N. EDGE OF MAIN ROOF 6" HALF-ROUND GALVANIZED GUTTERS, TYP., U.O.N. ELEVATOR SHAFT 1/ 8 " SL O P E 1/ 8 " SL O P E 1/ 8 " SL O P E 1/ 8 " SL O P E 1/8" SLOPE 1/8" SLOPE 1/8" SLOPE 1/8" SLOPE MIN. 8" DIA. MAIN DRAIN + OVERFLOW w/ LOW SILOUETTE DOME EXTERIOR WALLS BELOW 4" DIA. DRAIN LEADER DOWN STORAGE WALL TO LAMBS TONGUE RE: ELEVATION 1/8" SLOPE SLOPE BALCONY FRAMING, TILE FLOOR ON DITRA-TROBA DRAINAGE TILE BACKER 4" DIA. ROOF DRAIN MIN. SLOPE 1/8"/LF COMPOSITE DECK 2x4 FRAMING OR PANELIZED SYSTEM ON BISON ADJUSTIBLE DECK SUPPORTS ON 90 MIL EPDM ROOFING ON TAPERED INSULATION ELEVATOR SHAFT STAIRS RI D G E STORAGE ROOM BAR 1 1/8" = 1'-0" Roof Plan2 1/8" = 1'-0" Deck Roof Plan BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A3.0 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS ELEVATIONS Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com 12 48 3" COLORADO BUFF STONE CAP STRAIGHT P.T. 2x4's CANTED P.T. 2x4's TIMBER POST, RE: STRUCT. 2x STONE CAP LEDGER TO POST P.T. SILL PLATE RAMSET TO SLAB VENEER STONE ON LATH & MORTER P.T. 1/2" OSB SHEATHING POST BASE RE: STRUCT. T.O. Beam EL: 109'-10" T.O. Beam EL: 113'-4 1/4" SIM.1 3/A4.5 2/A3.0 Detail 8' - 2 " 13 ' - 2 " 3' - 8 " R 29'-0" R 8'-6" LINE OF APX. EXIST. GRADE, TYP ACCESSIBLE WALK FROM PARKING MAX 5% GRADE ENTRY OXIDIZED METAL SIDING w/ 2x RIPPED WEATHERED WOOD BATTENS EVENLY SPACED METAL ROOFING, TYP. OXIDIZED METAL SIDING w/ 2x4 WEATHERED WOOD BATTENS KITCHEN ACCESS VERT. WEATHERED WOOD SIDING VINTAGE WOODS OR EQ.ROOF BEAM TAILS STAIR ROOF PRECAST CONC. TREAD STAIRS w/ TIMBER STRINGERS MAX 3 1/2" OPEN RISERS STONE WATER TABLE IN LINE w/ CURVED ROOF RUSTED METAL WAINSCOT w/ STONE WATER TABLE HALF-ROUND METAL GUTTER, TYP ACCESSIBLE WALK TO DECK BEYOND MAX 5% GRADE CONC. STEPS TO DECK STONE VENEER 1x8 CEDAR RUSTIC CHANNEL SIDING SIGN TBD STONE VENEER STONE DOOR TRIM DARK SKY SCONCE LIGHT FIXTURES DARK SKY LIGHT FIXTURE APX. LINE OF FND.KNOX BOXF.D.C. 4" DIA. ROUND GALV. DOWNSPOUTS, TYP. DOWNSPOUT TO DRAIN TILE 4" DIA. GALV. ROUND DOWNSPOUTS TO DRAIN TILE AROUND BUILDING GALV. 4" DIA. ROUND D.S. TO DRAIN TILE AROUND BUILDING RAILINGS 42" A.F.F./NOSING ALL GAPS <4", TYP. 2x4 CEDAR CORNERBOARD 2x2 CEDAR WINDOW TRIM AT VERTICAL WOOD & METAL SIDING, TYP RE: A5.1 1x8 CEDAR RUSTIC CHANNEL SIDING 3" COLORADO BUFF STONE CAP, TYP. ALL PIERS Second Floor (Deck) EL: 114' - 9 5/8" Roof Height EL: 128'-6" Main Floor EL: 100'-0"Main Floor EL: 100'-0" Basement EL: 89'-10 1/4" 2 1" = 1'-0" Entry Stone Pier 1 1/4" = 1'-0" North Elevation NOTE: ALL EXTERIOR LIGHTING TO MEET DARK SKY REQUIREMENTS PER EVDC 7.9 NOTE: EXTERIOR SIDING TO HAVE A FLAME SPREAD CLASS OF III (76-200) OR BETTER PROVIDE POSITIVE DRAINAGE AROUND ENTIRE PERIMETER OF BUILDING MIN. 6" WITHIN 10' SLOPE OR SWALE FROM BUILDING & ROOF DRAINS BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A3.1 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS ELEVATION Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com Upper Floor (Deck) EL: 114' - 9 5/8" Roof Height EL: 128'-7 1/2" Max Variance Height EL: 127'-8" 6' - 8 1 / 2 " 41 ' - 4 " 8' - 0 " 3' - 6 " 3' - 6 " R 29'-0" R 16'-0" METAL CURVED ROOF RE: SECTIONSVERT. WEATHERED WOOD SIDING DECK CABLE RAILINGS 42" A.F.F., ALL GAPS <4", TYP. STACKING SLIDER PATIO DOORS CURVED TIMBER BRACE ENTRY BEYOND APX. LINE OF EXISTING GRADE, TYP. ACCESSIBLE WALK APX. PROPOSED GRADE WALK BEYOND STONE POST WRAP & STONE CAP WOOD PANEL SIDING TBD PREFINISHED BRAKE METAL FASCIA, TYP. WOOD WRAPPED STL. TUBE POST AT BOTTOM POST FOR BRACE STONE WRAP STAIR TO DECK GUARDRAIL @ STEP/LANDING MIN. 42" A.F.F. PAINTED HARDIE-PANEL STUCCO TEXTURE STONE VENEER w/ STONE WATER TABLE 1x8 CEDAR RUSTIC CHANNEL SIDING CEDAR LAP SIDING 7" EXPOSURE 3" BUFF SANDSTONE CAP, TYP. PREFINISHED BRAKE METAL FASCIA, TYP. RIPPED CEDAR 2x12 CEDAR 2x6 TRIM AT ALUM. DOORS/WINDOWS DRIVE Main Floor EL: 100'-0" Basement EL: 89'-10 1/4" 1 1/4" = 1'-0" West Elevation BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A3.2 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS ELEVATIONS Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com Second Floor (Subfloor) EL: 114' - 8 7/8" 3' - 6 " 3' - 6 " 2'-9"3'-10"4'-2"3'-10"4'-2"3'-10"4'-2"3'-10"4'-2"11'-1 3/4"4'-2"11'-1 3/4"4'-2"11'-1 3/4"4'-2" +/ - 1 3 ' - 6 " +/ - 1 0 ' - 0 " Roof Height EL: 128'-6" Second Floor (Deck) EL: 114' - 9 5/8" Main Floor EL: 100'-0" Basement EL: 89'-10 1/4" METAL CURVED ROOF, TYP. 1x8 CEDAR RUSTIC CHANNEL SIDING VERT. WEATHERED WOOD SIDING STONE "PIER" VENEER, TYP. DECK CABLE RAILINGS 42" A.F.F., ALL GAPS <4", TYP. SLIDER DOORS TIMBER BEAM & CURVED BRACE BRIDE'S BALCONY 2x12 CEDAR TRIM BAND FIRE ACCESS STAIRS BEYOND PAINTED HARDIE-PANEL STUCCO TEXTURE WOOD PANEL SIDING TBD PREFINISHED BRAKE METAL FASCIA, TYP. TIMBER POSTS/BEAMS 4" DIA. GALV. ROUND DOWNSPOUT6" DIA. GALV. HALF-ROUND GUTTER, TYP. U.O.N. SPLASH BLOCK LAMBS TONGUE FOR INTERIOR ROOF DRAIN FROM DECK LEVEL OXIDIZED METAL SIDING w/ RIPPED 2x WEATHERED WOOD BATTENS EVENLY SPACED 3 1/2" WOOD TRIM AT LAP SIDING, TYP 3 1/2" TRIM, THIS WINDOW 2x2 CEDAR WINDOW TRIM AT VERTICAL WOOD & METAL SIDING, TYP U.O.N. RIPPED CEDAR 2x12 CEDAR 2x6 TRIM AT ALUM. DOORS/ WINDOWS STONE WATER TABLE, TYP. 2x6 CEDAR CORNERBOARD CEDAR LAP SIDING 7" EXPOSURE 1 1/4" = 1'-0" South Elevation BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A3.3 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS ELEVATION Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com METAL ROOF, TYP. ENTRY WALK TO DRIVE 2x6 CEDAR CORNERBOARD VERT. WEATHERED WOOD SIDING 1x8 CEDAR RUSTIC CHANNEL SIDING APX. LINE OF EXIST. GRADE, TYP.APX. PROPOSED GRADE APX. LINE OF EXIST. HEIGHT LIMIT VERT. WEATHERED WOOD SIDING FIRE ACCESS VERT. WEATHERED WOOD SIDING GUARD RAIL BRIDE'S BALCONY STAIRS TO DOOR OXIDIZED METAL SIDING w/ RIPPED WEATHERED 2x BATTENS 1x8 CEDAR RUSTIC CHANNEL SIDING 2x CEDAR TRIM BAND GALV. ROUND 4" DIA. DOWNSPOUT TO ROOF BELOW DARK SKY SCONCE LIGHT FIXTURES DIRECT VENT OVEN EXHAUST DARK SKY LIGHT FIXTUREELEC. METER GAS METER OUTSIDE AIR INTAKE GRILLE, SIZE TBD BY MECH. PAINTED FINISH KNOX BOX RPBP OVERFLOW HANDRAIL 36" ABV. NOSING EA. SIDE OXIDIZED METAL SIDING w/ 2x4 WEATHERED WOOD BATTENS EVENLY SPACED CEDAR LAP SIDING 7" EXPOSURE 2x4 CEDAR CORNERBOARD DRIVE Main Floor EL: 100'-0" Second Floor (Subfloor) EL: 114' - 8 7/8" Roof Height EL: 128'-7 1/2" Basement EL: 89'-10 1/4" 1 1/4" = 1'-0" East Elevation BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A4.0 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS SECTION, DETAILS Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com Second Floor - Exterior Fin. EL: 114' - 9 5/8" T.O. Wall EL: 121'-6 1/8" T.O. Beam EL: 123'-7 5/8" Main Floor EL: 100'-0" Basement EL: 89'-10 1/4" T.O. Wall EL: 113'-3 3/4" 3 3/A4.0 Detail 2/A4.0 Detail 7' - 9 1 / 4 " N T S 3' - 6 " 6' - 8 3 / 4 " N T S I-JOISTS, RE: STRUCT. JOIST HANGER RE: STRUCT. RETAINING FOUNDATION WALL RE: FOUNDATION PLAN DROPPED BEAMS RE: STRUCT. CANTILEVER TOP-CHORD 2x12 WALL ENTRY SLAB VFY T.O. WALL w/ STRUCT. CURVED BEAM KICKERS, RE: STRUCT. VERIFY T.O. DECK w/ FINAL ROOF-DECK ASSEMBLY SELECTED BASEMENT CRAWL CRAWL EVENT HALL ROOF-TOP DECK OUTDOOR BAR VESTIBULE ROOF-DECK ASSEMBLY RE: FRAMING, DETAILS DROPPED STEEL BEAMS, PROVIDE WOOD INLAY, TYP. RE: DETAIL DROPPED STEEL BEAM w/ WOOD INLAY RE: STRUCT., DETAIL KNEE WALL BTWN BEAMS FOR WALL SHEATHING/ FINISH TO B.O. ROOF METAL ROOFING ON ICE + WATER SHIELD, TYP.CURVED G.L. ROOF. RE: STRUCT. T.O. Beam EL: 125'-9 3/8" 24578 1 36 R 75'-0" R 65'-0" HANGER RE: STRUCT I-JOIST FLOOR 4" CONC. SLAB ON COMPACTED FILL TILE FLOOR ON BACKER BOARD ADA SILL EXPANSION JOINT GUTTER STEEL BEAM IN WALL FOR BAR JOIST BEARING RE: STRUCT. DRAINAGE MEMBRANE RE: DETAIL VESTIBULE COVERED ENTRY COVERED DECK KNEE WALL BTWN BEAMS FOR WALL SHEATHING/ FINISH TO B.O. ROOF 1'-6" 3' - 6 " 3' - 0 " SIDING TBD EXTERIOR RATED GYP SERVER'S TOP CUSTOMER TOP SIT BAR ON TOP OF DRAINED ROOF DECKING 1 1/4" = 1'-0" Entry Section3 3/4" = 1'-0" Entry Wall Section 2 3/4" = 1'-0" Outside Bar BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A4.1 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS SECTION, DETAILS Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com Second Floor - Int. Sub-Flr EL: 114' - 8 7/8" Main Floor EL: 100'-0" Basement EL: 89'-10 1/4" 8 7 6 5 4 3 2 1 T.O. Wall EL: 113' - 4 1/8" 3 2/A4.1 Detail 3/A4.1 Detail 2'-5" 3' - 0 " 3' - 0 " >6 0 " 10 " 1'-4" 12 ' - 9 7 / 8 " FLAT CEILING 5/8" TYP 1-HR CEILING RATING RE: DETAIL DROPPED BEAM AT CEILING TRANSITION BEYHOND VFY DEPTH w/ FLOOR HEIGHTS MIN. R-10 RIGID INSUL. TO T.O. STAIR LANDING LINE OF END OF FIRE RATED ASSEMBLY IN WALL BEYOND 2x DROPPED SOFFIT FRAMING G.C. OPTION: T.O. FND TO WALL OR PACK OUT FLOOR SPACE DROPPED SOFFIT FOR SPRINKLER PIPE VERIFY T.O. WALLS @ INTERIOR FLOOR BEARING w/ FINAL ROOF- DECK ASSEMBLY FOR FLUSH FINISHED TRANSITION ELEVATOR SHAFT STORAGE STORAGE BASEMENT CRAWL EVENT HALL VESTIBULE ELEVATOR EQUIP. STAIR STAIR PIT CRAWL ENTRY (BEYOND) LANDING T.O. Wall EL: 125'-4 1/4" T.O. Wall EL: 121'-6" 5' - 0 " 10 ' - 1 3 / 4 " 27 ' - 4 " 9 1 / 4 " 1' R 7'-10" R 13'-6" R 65'-0" R 75'-0" I-JOIST FLOOR RE: STRUCT. CANTILEVERED FLOOR MIN. R-38 IN CAVITY DECK BEYOND I-JOISTS RE: STRUCT. CANTILEVERED FLOOR RE: STRUCT. COMPACTED FILL TO SLAB SAFETY BEAM BELOW CLR. HEAD HT. TO BE REMOVED AFTER ELEVATOR INSTALLATION RE: STRUCT. ELEV. SHAFT RAFTERS MIN. 2" CLR.CURVED G.L. BEAMS STOP AT & HANGER FROM ELEV. SHAFT WALLS RATED CEILING/WALLS INSIDE ELEVATOR EQUIP. ROOM RE: ASSEMBLIES 1-HOUR WALLS IN SHAFT, TYP. CURVED WOOD CAP MIN. 42" ABOVE NOSING, TYP. FIRE BLOCKING MAX 10' o.c. & AT ALL CLG/FLOORS, TYP. GRAB BAR 36" ABV. NOSING EA. SIDE, TYP. 2x4's HANGERED BTWN RAFTERS FOR INSULATED CAVITY 5/8" GYP OR T&G CAP T.O. Beam EL: 112'-10" 2'-5" 5' - 0 " ELEVATOR DOORS BY ELEV. MFR. - TYP SOLID BLOCK WALL AT JOIST BEARING FACE MOUNT HANGER AT JOIST BEARING RATED WALLS, RE: ASSEMBLIES FACE MOUNT HANGER AT JOIST BEARING 2x LEDGER ELEVATOR SHAFT ELEVATOR PIT ELEVATOR SHAFT 11 3 / 4 " SAFETY BEAM BELOW CLR. HEAD HT. TO BE REMOVED AFTER ELEVATOR INSTALLATION RE: STRUCT. ELEV. SHAFT RAFTERS RE: STRUCT. MIN. 2" CLR. CURVED G.L. BEAMS STOP AT & HANGER FROM ELEV. SHAFT WALLS 2x6 1-HR RATED WALL RE: ASSEMBLIES FIR 'BREC' SOFFIT VERT. SIDING 2x SOFFIT FRAMING EXTEND SIDING PAST MIN. 1" FOR "DRIP EDGE" CANTILEVERED FLOOR MIN. R-38 IN CAVITY 1 1/4" = 1'-0" Stair/Elevator Section East 3 3/4" = 1'-0" Elevator Wall Section 2 3/4" = 1'-0" Storage Cantilever/Soffit BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A4.2 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS SECTION, DETAILS Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com T.O. Wall EL: 121'-6" T.O. Beam EL: 109'-10" Second Floor EL: 114' - 8 7/8" Main Floor EL: 100'-0" 1 2 3 4 5 63 9' - 1 1 / 8 " 1'-0 5/8" 13 ' - 1 3 / 8 " 1'-4 3/4" 3' - 6 " 3' - 0 " 3' - 0 " 1' 1' DROPPED BEAMS RE: STRUCT. CURVED BEAMS RE: ELEV./STRUCT. MIN. R-10 RIGID INSUL. TO EXT. FND. (AT STAIR ONLY TO STAIR LANDING MIN.) GYP/CONC. TRANSITION BEYOND HALF-ROUND GUTTERS, TYP. 1-HR CEILING RATING RE: DETAIL LINE OF END OF FIRE RATED ASSEMBLY EXTEND HANDRAILS MIN. 12" HORIZ. FROM EDGE OF LANDING IN HORIZ. PLANE, TYP. EXTEND HANDRAILS MIN. 12" HORIZ FROM LAST TREAD IN DIRECTION OF STAIR TRAVEL, TYP. HANGER BY STAIR MFR. BASEMENT CRAWL EVENT HALL VESTIBULE CRAWL ENTRY HALL PIT BASEMENT STAIRS: 18 RISERS @ 6 3/4" MIN. 11" TREADS w/ 1" NOSING MIN. 4' WIDE TREADS/DEEP LANDING MAIN STAIRS: 25 RISERS @ 6 15/16" MIN. 11" TREADS w/ 1" NOSING MIN. 4' WIDE TREADS/DEEP LANDING Stair Landing EL: 107'-6 1/2" Basement EL: 89'-10 1/4" R 65'-0" R 75'-0" R-45 BLOWN-IN INSUL. 2x4's HANGERED BTWN RAFTERS FOR INSULATED CAVITY 5/8" GYP OR T&G CAP EXPOSED BEAM TAILS 6" DIA. HALF-ROUND GALV. GUTTER GYP CEILING AT TRUSSES DROPPED A.C.T. CEILING ENGINEERED TRUSS 2x OUTLOOKER FIR 'BRECK' SOFFIT FIR 'BRECK' SOFFIT FLOOR JOISTS RE: STRUCT. GYP UNDERSIDE OF FLOOR IN DROPPED FLOOR CAVITY OR PROVIDE SPRINKLERED CAVITY EXTEND SIDING MIN. 1" FOR "DRIP EDGE" BRIDE'S ROOMBRIDE'S BALCONY BEYOND KITCHEN BASEMENTFIRE ACCESS I-JOISTS CANTILEVER RE: STRUCT. PROVIDE MIN. R-38 INSUL. IN CAVITIES DROPPED BEAM RE: STRUCT. FIR 'BRECK' SOFFIT SEALANT L K J I H T.O. Wall EL: 123'-2 1/8" T.O. Wall EL: 113'-1 3/8" Second Floor EL: 114'-6 1/8" Ceiling Grid EL: 110'-1 1/8" Fin. Deck/T.O. Sub-Floor EL: 114' - 8 7/8" T.O. Wall EL: 113'-1 1/4" 3/A4.2 Detail 8' - 5 1 / 4 " N T S 12 ' - 9 7 / 8 " 4'-6" R 145'-0" REMOVABLE HOISTWAY BEAM TO BE REMOVED AFTER ELEVATOR INSTALL TAIL SIZED BY TRUSS MFR. FOR OVERHANG ELEV. SHAFT BEAMS, RE: STRUCT. 5/8" GYP CEILING (MAY BE OMITTED IF CONCEALED AREA IS SPRINKLERED) ACOUSTIC INSULATION VERIFY T.O. WALLS @ INTERIOR FLOOR BEARING w/ FINAL ROOF- DECK ASSEMBLY FOR FLUSH TRANSITION MEN'S BRIDE'S ROOM WOMEN'S ELEVATOR SHAFT ENGINEERED CURVED TRUSSES CANTILEVERED TIMBER BEAMS SLOPED 1/8"/L.F. AWAY FROM BLDG. 2x6 DECK JOISTS @ 16" O.C. DITRA TROBA DRAINAGE PLANE/TILE BACKER NATURAL STONE OR PORCELAIN TILE RATED FOR EXTERIOR USE CABLE RAILING RE: DETAIL 2x LEDGER RE: STRUCT. 1 1/4" = 1'-0" Stair/Elevator Section West4 3/4" = 1'-0" Kitchen Cantilever Wall Section 2 1/4" = 1'-0" Bride's Room Section3 3/4" = 1'-0" Bride's Balcony BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A4.3 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS SECTION, DETAILS Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com T.O. Wall EL: 122'-10" Second Floor (Sub-Flr) EL: 114' - 8 7/8" ALKJIHGFEDB T.O. Wall EL: 110'-1 1/8" Second Floor (Fin. Deck) EL: 114' - 9 5/8" Main Floor EL: 100'-0" 4/A4.2 Detail 3/A4.3 Detail 4/A4.3 Detail 2/A4.3 Detail SIM 2/A4.6 8' - 4 " R 145'-0" ACOUSTIC INSULATION UNDER BATH 5/8" GYP CLG, TYP. SHELVES HUNG FROM ALLTHREAD RODS MOUNTED TO FLR ASSEMBLY ABV. VERIFY T.O. WALLS @ INTERIOR FLOOR BEARING w/ FINAL ROOF- DECK ASSEMBLY FOR FLUSH FINISHED TRANSITIONVERIFY T.O. WALLS @ INTERIOR FLOOR BEARING w/ FINAL ROOF-DECK ASSEMBLY FOR FLUSH TRANSITION VERIFY BEAM DEPTH WITH FLOOR DEPTHS CRAWL MECH. KITCHEN WOMENS MENS CRAWL EVENT HALL VESTIBULE ROOF-TOP DECK VESTIBULE STORAGE BASEMENT I-JOISTS CANTILEVER RE: STRUCT. EXPOSED POSTS, CONT. LOAD TO FND. DROPPED BEAM, RE: STRUCT. DROPPED BEAM, RE: STRUCT. STOREFRONT WINDOW CURVED BEAMS RE: STRUCT. DROPPED BEAM BEYONDSTEEL PIPE COLUMNS CANTILEVERED DECK PURLINS, RE: FRAMING DROPPED DECK BEAMS RE: STRUCT. TIMBER POST CONC. PADS RE: STRUCT. I-JOISTS RE: STRUCT. BAR JOISTS, RE: STRUCT. CURVED ROOF TRUSSES RE: STRUCT. T&G ROOF SYSTEM ON CURVED G.L. BEAMS, RE: STRUCT. DROPPED GRID CEILING DROPPED BEAM RE: STRUCT. 1' 5/8" GYP 2x FRAMING BTWN. BEAMS/WALLS @ 24" O.C. SIMPSON LUS24 HANGERS METAL ROOF CURVED G.L. BEAMS RE: STRUCT.R-38 INSUL. R-21 INSUL. SIDING 2'-0" METAL ROOF PREFINISHED RAKE/ GABLE EDGE TRIM STEEL BEAM BEYOND RE: INLAY DETAIL CURVED G.L. BEAM RE: STRUCT. LAMINATE DECKING, VERIFY (STAGGERED) LAYOUT FOR OVERHANG VERIFY T.O. WALLS @ INTERIOR FLOOR BEARING w/ FINAL ROOF- DECK ASSEMBLY FOR FLUSH FINISHED TRANSITION BLOCK TO UNDERSIDE METAL DECKING BAR JOISTS, RE: STRUCT. HAT CHANNEL ACOUSTIC PANEL TRIM BOARD, RE: ASSEMBLY ACCENT G.L. BEAM SET SO B.O. BEAM ALIGNS WITH ACCENT BEAM BEYOND ACCENT BEAM BEYOND RE: RCP ACCESSIBLE THRESHOLD, SHIM TO FLUSH (FINISH) FLOORS TILE FLOOR ON BACKER CLOSED CELL INSUL. RE: ASSEMBLY 1 1/4" = 1'-0" Longitudinal Section South 4 3/4" = 1'-0" In/Out Roof Transition 2 1" = 1'-0" Roof Edge 3 3/4" = 1'-0" In/Out Second Floor BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A4.4 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS SECTION, DETAILS Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com Roof-Top Deck EL: 114' - 9 5/8" Main Floor / Deck EL: 100'-0" L K J I H G F E D B A T.O. Wall EL: 110'-1 1/8" T.O. Sub-Floor / Truss Bearing EL: 114' - 8 7/8" 2/A4.4 Detail 3/A4.4 Detail 1'-0"3' - 0 " DROPPED BEAM BEYOND DROPPED BEAMS RE: STRUCT. CANTILEVER RE: STRUCT. MIN. TIMBER STRINGER SIZE RE: STRUCT. DROPPED CEILING T.O. WALL TO STEEL FLOOR DECKING VERIFY T.O. WALLS @ INTERIOR FLOOR BEARING w/ FINAL ROOF- DECK ASSEMBLY FOR FLUSH FINISHED TRANSITION PRECAST CONCRETE TREADS, MAX 3 1/2" OPEN RISER ACCESSIBLE WALK HANDRAIL EA. SIDE 36" ABV. NOSING EXTEND 12" HORIZ. FROM LAST TREAD IN DIRECTION OF TRAVEL, EXTEND 12" HORIZ. FROM EDGE OF LANDING HORIZONTALLY, TYP. CRAWL BAR DANCE FLOORENTRY VESIBULE STAIRS KITCHEN STORAGE STAIRS DECK DECK SPRINKLER ELECTRIC VESTIBULE CRAWL STAIRS CL 2x SLEEPERS TO FLUSH FLOOR w/ DECKING SIDING FIN. DECK MI N 1 4 " N . T . S . DRIP EDGE FLASHING FLEXIBLE FLASHING BUILT-UP INSULATION EPDM MEMBRANE TERMINATION BAR SEALANT TIMBER BEAM 2x JOISTS DECKING PREFAB CONC. TREADS TIMBER STRINGER CABLE RAIL 1 1/4" = 1'-0" Exterior Stair Section 3 1 1/2"= 1'-0" Drained Deck / Wall 2 3/4" = 1'-0" Exterior Stair Landing BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A4.5 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS SECTION, DETAILS Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com 1 2 3 4 5 6 7 8 T.O. Wall EL: 121'-7 1/2" Second Floor (Fin. Deck) EL: 114' - 9 5/8" Basement EL: 89'-10 1/4" Main Floor EL: 100'-0" T.O. Steel Beam EL: 113'-3 3/4" 3 2/A4.5 Detail3/A4.5 Detail 8' - 4 " 14 ' - 6 7 / 8 " 9' - 1 0 5 / 8 " 10'-0" 7' - 9 1 / 4 " 11 ' - 9 1 / 8 " 8'-2 1/4" 8' - 2 1 / 4 " 11'- 5 " 3' - 6 " 11 ' - 6 1 / 2 " R 75'-0" R 16'-0" FIR 'BRECK' SOFFIT ON 2x SOFFIT FRAMING BEAM RE: FRAMING DROPPED BEAM BEYOND AT FLOOR STRUCT. TRANSITION (INDOOR/OUTDOOR UPSTAIRS) CURVED BEAM RE: STRUCT. DECK JOISTS RE: STRUCT. UNFINISHED CEILING VINYL-FACED INSULATION min R-20 UNFINISHED CEILING VINYL-FACED INSULATION min R-20 METAL WRAPPED 2x FASCIA BAND TO T.O. DECKING METAL WRAPPED FASCIA BAND TO T.O. DECKING DECK RAILINGS 3'-6" A.F.F., ALL GAPS <4", TYP. BOX WRAP DROPPED BEAM MITER CORNERS, NO GAPS VERIFY T.O. DECK w/ FINAL ROOF-DECK ASSEMBLY SELECTED STORAGE EVENT HALL COVERED DECK BAR (BEYOND) CRAWL ENTRY (BEYOND) DANCE FLOOR T.O. Beam EL: 125'-9 3/8" T.O. Beam EL: 123'-7 5/8" R 65'-0" W BEAM OVER 12" TALL, VFY w/ STRUCT. PROVIDE (3) 5/8" DIA. HOLES, SPACED 3 3/4" CENTERED IN BEAM, SPACE EVENLY @ 65" O.C., START 5" IN FROM EXPOSED END CURVED G.L. ROOF RAFTERS, CUT SEAT AT BEAM BEARING (3) 5/8" THRU-BOLTS, POWDERCOAT OR PAINT BOLTS, WASHERS, NUTS - FLAT BLACK 2x D.F. TIMBER METAL SLEEVED CONDUIT AS NEEDED FOR ELEC./LIGHTING OPTION - LED TAPE LIGHT TO BACK OF TIMBER FOR INDIRECT LIGHTING COORDINATE w/ ELECT.SIZE TIMBER FOR 1" SPACE BETWEEN EDGE OF WOOD AND FLANGE OF STEEL SPACE BEHIND TIMBER TO 1/2" FROM FLUSH w/ FLANGE w/ TUBE SPACER OR 2x BLOCKS 3" W BEAM, VFY w/ STRUCT. PROVIDE (2) 5/8" DIA. HOLES, SPACED 6" CENTERED IN BEAM, SPACE EVENLY @ 60" O.C., CENTERED ON BEAMCURVED G.L. ROOF RAFTERS, CUT SEAT AT BEAM BEARING (3) 5/8" THRU-BOLTS, POWDERCOAT OR PAINT BOLTS, WASHERS, NUTS - FLAT BLACK 2x10 D.F. TIMBER METAL SLEEVED CONDUIT AS NEEDED FOR ELEC./LIGHTING OPTION - LED TAPE LIGHT TO BACK OF TIMBER FOR INDIRECT LIGHTING COORDINATE w/ ELECTRICIAN SPACE BEHIND TIMBER w/ TUBE SPACERS OR 2x BLOCKS T.O. Wall EL: 122'-7 1/4" R 20'-0" FLASHING FIR 'BREC' SOFFIT HANGER BY TRUSS MFR ALLTHREAD RODS TO KITCHEN SHELVES DROPPED BEAMS RE: STRUCT. JOISTS ENGINEERED CURVED TRUSSES DROPPED A.C.T. GRID DOWNSPOUTS DROPPED BEAMS RE: STRUCT. GUTTER 1 1/4" = 1'-0" Dance Floor/ Crawl Section 2 1 1/2"= 1'-0" Upper Roof Beam3 1 1/2"= 1'-0" 12" Beams Inlay 4 3/4" = 1'-0" KItchen Roof BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A4.6 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS SECTION Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com 1 2 3 43 5 6 7 8 Second Floor (Fin. Deck) EL: 114' - 9 5/8" Basement EL: 89'-10 1/4" Main Floor EL: 100'-0" T.O. Steel Beam EL: 113'-3 3/4" SIM. 3/A4.5 3/A4.6 Detail DOOR DETAILS 6' - 9 1 / 4 " N T S R 28'-6" WOOD INLAY W BEAMS RE: STRUCT., DETAIL CURVED G.L. RE: STRUCT. STAIRS ENTRY CANTILEVERED DECK EVENT HALL BASEMENT CRAWL T.O. Beam EL: 120'-1 1/8" T.O. Beam EL: 122'-6 7/8" 3' - 6 " 6" 4 1/2" TIMBER/COMPOSITE CAP BY RAILING MFR 2 1/2"x2 1/2" TUBE POST MAX 6' O.C. BY RAILING MFR CABLE RAILING <4" SPACING AFTER TENSION APPLIED BY RAILING MFR FINISH DECKING CLOSURE TRIM TO MATCH DECKING EPDM FLASHINGBISON OR EQ DECK SUPPORTS EPDM ON COVER BOARD (IF NEC) ON HIGH DENSITY INSULATION ON OSB SHEATHING ON METAL DECK WRAP EPDM FLASHING AROUND SUB-FASCIA BOLTS BY RAILING MFR MOUNTING BRACKET BY RAILING MFR SOFFIT NAILER DRIP EDGE FLASHING STEEL HSS RIM, RE: STRUCT RAILING DETAILS BY MFR SUBMIT SHOP DRAWINGS TO ARCH. & STRUCT. FOR FINAL REVIEW 1 1/4" = 1'-0" Exterior Stair Roof Section 2 1" = 1'-0" Cantilever Soffit & Railing BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A4.7 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS SECTIONS Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com 2 3 4 5 6 7 T.O. Wall EL: 113'-1 3/8" Main Floor EL: 100'-0" Basement EL: 89'-10 1/4" Second Floor (Sub-Flr) EL: 114' - 8 7/8" T.O. Wall EL: 123'-2 1/8" Ceiling Grid EL: 110'-1 1/8" T.O. Wall (APX) EL: 78'-8 1/2" 3 T.O. Wall EL: 122'-10" 4/A4.5 Detail R 20'-0" HANGER BY TRUSS MFR ACOUSTIC INSULATION KITCHEN ENTRY KITCHEN MECH.ELEC. WOMEN'S MEN'S BRIDE'S ROOMHALL HALL ENGINEERED CURVED TRUSSES ENGINEERED CURVED TRUSSES DROPPED GRID CEILING DROPPED BEAM BEYOND RE: STRUCT. DROPPED BEAM RE: STRUCT. 234567 T.O. Wall EL: 110'-1 1/8" T.O. Wall EL: 100'-0" 8 1 3 Fin. Deck (At Wall) EL: 114' - 8 7/8" R 86'-0" R 86'-0" STAIR TO FIRE SPRINKLER ACCESS IN FRONT OF CANTILEVER CANTILEVER FRAMING, RE: STRUCT. CANTILEVERED TIMBER DECK BEAMS, RE: STRUCT. R-38 INSUL. FIR 'BRECK' SOFFIT KITCHEN MOP BRIDE'S BALCONY 1 1/4" = 1'-0" Kitchen, RR, Bride's Room Section2 1/4" = 1'-0" East Roof Section BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A5.0 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS SCHEDULES Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com FINISH SCHEDULE WALLS NO. NAME FLOOR CEILING N E S W BASE KEY 100 VESTIBULE F-2 C-3 W-1 W-1 W-1 W-1 B-2 F-1 CARPET 101 COATS F-2 C-3 W-1 W-1 W-1 W-1 B-2 F-2 TILE 102 AV F-2 C-3 W-1 W-1 W-1 W-1 B-2 F-3 POURED EPOXY 103 STAIR (TO UPPER LEVEL) F-1 C-3 W-1 W-1 N/A W-1 B-1 F-4 UNFINISHED 104 KITCHEN F-3 C-2 W-3 W-3 W-3 W-3 B-3 F-5 COMPOSITE DECKING 105 HALL F-2 C-3 W-1 W-1 W-1 W-1 B-2 106 MOP SINK F-2 C-3 W-3 W-3 W-3 W-3 B-5 W-1 PTD GYP BOARD - TYPICAL COLOR 107 MENS RESTROOM F-2 C-2 W-1/2 W-1/2 W-1/2 W-1/2 B-4 W-2 TILE WAINSCOT, RE: INT ELEVS 108 WOMENS RESTROOM F-2 C-2 W-1/2 W-1/2 W-1/2 W-1/2 B-4 W-3 FRP PANELS 109 BAR STORAGE F-2 C-4 W-5 W-5 W-5 W-5 B-2 W-4 WOOD WAINSCOT, RE: INT ELEVS 110 DANCE FLOOR F-2 C-1 W-1 W-1 N/A W-1 B-2 W-5 PRIMED, 1 COAT PAINT 111 EVENT HALL F-2 C-1 W-1 W-1 W-1 W-1 B-2 W-6 UNFINISHED W-7 EXT SIDING - VERTICAL (VINTAGE WO L01 STAIR (MAIN FLR - BASEMENT) F-4 C-4 W-5 W-5 W-5 W-5 B-5 W-8 EXTERIOR SIDING - TBD L02 STORAGE F-4 C-5 W-6 W-6 W-6 W-6 B-5 W-9 PTD GYP BOARD - ACCENT COLOR L03 ELECTRICAL F-4 C-5 W-5 W-5 W-5 W-5 B-5 W-10 PTD GYP BOARD - ACCENT COLOR L04 FIRE SPRINKLER F-4 C-5 W-5 W-5 W-5 W-5 B-5 L05 ELEVATOR EQUIP F-4 C-4 W-5 W-5 W-5 W-5 B-5 C-1 WOOD CEILING, RE: DETAILS C-2 VINYL FACED ACOUSTIC TILE 200 VESTIBULE F-2 C-3 W-1 W-1 W-1 W-1 B-1 C-3 PTD GYP BOARD 201 HALL F-2 C-3 W-1 W-1 W-1 W-1 B-1 C-4 GYP, PRIMED, 1 COAT PAINT 202 MENS RESTROOM F-2 C-3 W-1/2 W-1/2 W-1/2 W-1/2 B-4 C-5 UNFINISHED 203 WOMENS RESTROOM F-2 C-3 W-1/2 W-1/2 W-1/2 W-1/2 B-4 204 BRIDE'S ROOM F-1 C-3 W-1 W-1 W-1 W-1 B-1 B-1 WOOD BASE 205 STORAGE F-4 C-4 W-5 W-5 W-5 W-5 B-5 B-2 TILE BASE 206 COVERED DECK F-5 C-1 W-8 W-7 N/A W-8 B-5 B-3 POURED EPOXY COVE 207 STORAGE F-4 C-1 W-5 W-5 W-5 W-5 B-5 B-4 NO BASE - WAINSCOT B-5 NO BASE DOOR SCHEDULE ID 001 002 003 004 005 006 100 102 103 104 105 106 107 108 109 110 111 112 113 114 115 200 201 202 203 204 205 206 PAIR DOORS (2) 3'-0" (2) 2'-6" (2) 3'-0" (2) 2'-6" (2) 3'-0" (2) 2'-6" SIZE W 3'-6" 3' 3' 3' 3' 3' 6' 3'-6" 3' 23'-6 " 23'-6 " 3' 5' 6' 2'-6" 3' 3' 4' 2'-6" 3' 3' 6' 3' 5' 3' 3' 3' 3' HT 7' 7' 7' 7' 3' 3' 8' 7' 8' 8' 8' 8' 7' 8' 7' 7' 7' 7' 7' 7' 7' 7' 7' 6'-8" 7' 7' 7' 7' THK 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" 0'-1 3/4" FRM 7 3/4" 5 3/4" 5 3/4" 5 3/4" 4 9/16" 4 9/16" 6" 7 3/4" 6" 12" 12" 6" 4 7/8" 4 7/8" 4 7/8" 6 7/8" 5 3/4" 6 7/8" 4 7/8" 4 7/8 4 7/8" 6 7/8" 6 7/8" 6 7/8" 4 7/8" 4 7/8" 4 7/8" 7 1/4" MATERIAL DR H.M. SCW SCW SCW SCW SCW AL HM AL AL AL AL SCW WD SCW SCW SCW SCW SCW SCW SCW WD H.M. CLAD WD SCW SCW SCW H.M. FRM MTL MTL MTL MTL WD WD AL MTL AL AL AL AL WD WD WD WD MTL WD WD WD WD WD MTL CLAD WD WD WD WD MTL HRDWR HW-2 HW-8 HW-8 HW-9 HW-7 HW-7 HW-1 HW-2 HW-3 BY MFR BY MFR HW-3 HW-5 HW-4 HW-8 HW-8 HW-9 HW-10 HW-8 HW-6 HW-6 HW-4A HW-8 BY MFR HW-7 HW-6 HW-6 HW-8 STYLE FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FULL-LITE HALF LITE FULL-LITE FULL-LITE FULL-LITE FULL-LITE 2-PANEL FULL-LITE 2-PANEL 2-PANEL 2-PANEL FLUSH VISION LIGHT 2-PANEL 2-PANEL 2-PANEL FULL-LITE FULL-LITE FULL-LITE 2-PANEL 2-PANEL 2-PANEL FLUSH VIEW LOCATION FIRE ACCESS/ EXIT FIRE SPRINKLER ELEC. BASEMENT STAIR CRAWL CRAWL MAIN ENTRY KITCHEN EXIT DECK EGRESS DECK DECK DECK EGRESS COAT CLOSET VESTIBULE A/V STORAGE STAIR KITCHEN MOP SINK MEN'S RESTROOM WOMEN'S RESTROOM VESTIBULE STORAGE BRIDE'S BALCONY BRIDE'S ROOM MEN'S RESTROOM WOMEN'S RESTROOM STORAGE NOTES 60 MIN ACCESSIBLE THRESHOLD 4-PANEL PATIO SLIDER, THERMAL-BREAK AL 4-PANEL PATIO SLIDER, THERMAL-BREAK AL ACCESSIBLE THRESHOLD 60-MIN. DOUBLE-ACTING *PROVIDE ALT. FOR AL DOOR WIDE STYLE, 10" BOTTOM RAIL PATIO-DOOR WINDOW SCHEDULE ID A B C D E F F1 F2 F3 G H I J J2 SIZE W 5'-8" 3'-2 1/2" 3'-2 1/2" 5'-8" 3' 2'-6" 2'-6" 2'-6" 2'-6" 4' 6' 2'-6" 2'-6" 2'-6" HT 2' 2' 8' 8' 5'-6" 2'-6" 2'-6" 2'-6" 2'-6" 5' 2'-6" 7'-6" 5' 5' HEAD HEIGHT 10'-10 1/2" 10'-10 1/2" 8' 8' 8' 11' 8' 6' 7' 6'-8" 6' 6' 7' 10' MULLED UNITS (3) 2'-6"x2'-6" (2) 2'-6"X2'-6" (2) 2'-6"X2'-6" TYPE FIXED FIXED FIXED FIXED FIXED FIXED AWNING FIXED AWNING CASE-CASE FIXED FIXED/FIXED/FIXED FIXED/FIXED FIXED/FIXED VIEW LOCATION EVENT HALL OVER DOORS EVENT HALL OVER DOORS EVENT HALL SOUTH EVENT HALL SOUTH EVENT HALL/EXT. STAIR BAR STORAGE MAIN FLOOR RESTROOMS BAR RESTROOMS BRIDE'S ROOM ROOF BAR STAIRS UPSTAIRS HALL UPSTAIRS STORAGE NOTES TEMPERED NOTE: SILL > 60" ABV. LANDING, TEMPERED NOT REQUIRED ALLOWED UNPROTECTED MEMBRANE PENETRATIONS LISTED ELECTRICAL BOXES FIRE SPRINKLERS COVERED w/ ESCUTCHEON PLATE ALLOWED PROTECTED MEMBRANE PENETRATIONS MAX. 100sq in IN 100sf CONDUIT, PIPE, ELEC BOXES, VENTS, WHERE ANNULAR SPACE IS FILLED w/ APPROVED FIRE CAULK STAGGER ELECTRICAL BOXES TO AVOID THROUGH PENETRATIONS IN RATED WALLS SOLID CORE HOLLOW CORE HOLLOW METAL WOOD MOLDED SKIN KNOCK DOWN HOLLOW METAL (WELDED FRAME) ALUMINUM KEY S.C. H.C. H.M. WD MS KD MTL AL HARDWARE SCHEDULE HW-1 EXTERIOR DOUBLE DOORS (100) 4 BUTT HINGES 2 CLOSERS 2 EXIT DEVICES (Panic Bar) 2 EXTERIOR TRIM: LEVER (Entrance by trim when latch bolt is ! ! retracted by key or set in a retraced position by key. ) 1 CYLINDER 1 WEATHERSTRIP 1 HALF SADDLE ALUMINUM SILL (ADA) 2 WALL STOPS HW-2 EXIT DOOR (001 + 102) 3 BUTT HINGES 1 CLOSER 1 EXIT DEVICE (Panic Bar) 1 CYLINDER + EXTERIOR TRIM: PULL (Entrance by trim when ! ! ! latch bolt is retracted by key or set in a retraced position by ! ! key. ) 1 WEATHERSTRIP 1 ADA ALUMINUM SILL 1 WALL STOP HW-3 EXTERIOR ALUMINUM DECK ACCESS/EXIT DOOR (103 + 106) 1 CONTINUOUS GEARED HINGE 1 CLOSER 1 EXTERIOR TRIM: LEVER (Entrance by trim when latch bolt is set ! ! in a retraced position by key. ) 1 WEATHERSTRIP 1 HALF SADDLE ALUMINUM SILL (ADA) 1 OVERHEAD STOP (WALL STOP AT 103) HW-4 DOUBLE PASSAGE DOORS (108) 4/EA DR BUTT HINGES 2 PUSH PLATE 2 ARCHITECTURAL TUBULAR PULL 2 CLOSERS 2 WALL STOPS HW-4A DOUBLE PASSAGE DOORS – EXTERIOR (200) 4/EA DR BUTT HINGES 2 PUSH PLATE 2 ARCHITECTURAL TUBULAR PULL 2 CLOSERS 1 COORDINATOR 2 AUTO FLUSH BOLTS (INACTIVE LEAF) 1 DOUBLE CYLINDER DEADBOLT 1 SIGN – “DOOR MUST REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED” 2 WALL STOPS 1 WEATHERSTRIP HW-5 DOUBLE CLOSET DOORS (107) 3 EA/DR BUTT HINGES 2 EA SPRING BALL CATCH (AT HEAD) 1 EA/DR DUMMY TRIM (LEVER) HW-6 PUSH-PULL SINGLE DOORS (114,115, 204, 205) 3 BUTT HINGES 1 PUSH PLATE 1 TUBULAR PULL w/ PLATE 1 CLOSER 1 WALL STOP 1 KICKPLATE HW-7 BRIDE'S ROOM (204, 005, 006) 3 BUTT HINGES 1 LOCKSET – CLASSROOM 1 WALL STOP HW-8 EQUIPMENT/STORAGE ROOM (002, 003, 109, 110, 113, 201, 206) 3 BUTT HINGES 1 LOCKSET - STOREROOM 1 WALL STOP ** NO WALL STOP AT DR 109 1 set SILENCERS HW-9 BASEMENT STAIR (004, 111) 3 BUTT HINGES 1 LOCKSET – STOREROOM **PASSAGE SET AT DOOR 004 1 CLOSER (ALTERNATE: PROVIDE (2) SPRING HINGES) 1 SMOKESEAL 1 WALL STOP HW-10 DOUBLE ACTING KITCHEN DOORS (112) 6 DOUBLE ACTING SPRING HINGES 4 PUSH PLATES 2 WALL STOPS 4 ARMOR PLATES NOTES: ALUMINUM CLAD EXTERIOR, PINE INTERIOR DOUBLE GLAZED LOW E GLASS TEMPERED WHERE REQUIRED BY CODE EEW = EMERGENCY EGRESS WINDOW SDL = SIMULATED DIVIDED LIGHT BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A5.1 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS ASSEMBLIES + DOOR/WIN DETAILS Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com SEALANT TRIM: 2x4 CEDAR AT LAP SIDING 2x2 CEDAR AT VERTICAL WOOD & METAL SIDING MOISTURE BARRIER FLASHING SIDING 1x SILL 1x4 APRONSIDING VARIES RE: ELEVATIONS TRIM: 2x4 CEDAR AT LAP SIDING 2x2 CEDAR AT VERTICAL WOOD & METAL SIDING SIDING VARIES RE: ELEVATIONS TRIM: 2x4 CEDAR AT LAP SIDING 2x2 CEDAR AT VERTICAL WOOD & METAL SIDING SEALANT MOISTURE BARRIER SIDING SEALANT METAL LATH & MORTAR ON MOISTURE BARRIER STONE VENEER 2x10 STONE TRIM AT ENTRY DOOR STONE VENEER SEALANT FLEXIBLE FLASHING SILL PAN EXTERIOR DECKING WOOD TRANSITION TRIM (NON-ADA) TILE FLOOR MOISTURE BARRIER SIDING WINDOW SILL @ SIDING WINDOW HEAD @ SIDING WINDOW JAMB @ SIDING ALUMINUM DOOR HEAD @ SIDING INTERIOR DOOR HEAD/JAMB WOOD FRAME INTERIOR EXTERIOR ACCESSIBLE THRESHOLD HOLLOW METAL DOOR HEAD @ SIDING HOLLOW METAL DOOR JAMB @ SIDING ALUMINUM DOOR JAMB @ SIDING ALUMINUM DOOR HEAD @ STONE ALUMINUM DOOR JAMB @ STONE ALUMINUM TELESCOPING DOOR HEAD ALUMINUM TELESCOPING DOOR SILL ALUMINUM TELESCOPING DOOR JAMB SIDING VARIES RE: ELEVATIONS WALL ASSEMBLY WINDOW SILL PAN FLASHING WINDOW GYP BOARD MOISTURE BARRIER OVERLAPS NAILING FIN 2x6 STUD WALL GYP BOARD CASING JAMB EXTENSION WHERE NEEDED GYP BOARD 2X6 STUD WALL SEALANT CASING WINDOW w/ NAILING FIN WINDOW METAL DRIP EDGE CASING WOOD DOOR JAMB WALL FRAMING GYP BOARD 1x CASING DOOR SWEEP TILE FLOOR HALF SADDLE ACCESSIBLE THRESHOLD AT ALL TILE CONDITIONS STUD WALL GYP BOARD SIDING STUD WALL GYP BOARD H.M. DOOR JAMB METAL DRIP EDGE 2x TRIM SEALANT WALL SHEATHING GYP BOARD WALL STUDS H.M. DOOR JAMB 2x TRIM STUD WALL GYP BOARD VERTICAL SIDING STUD WALL GYP BOARD H.M. DOOR JAMB METAL DRIP EDGE 2x TRIM CASING SEALANT WALL SHEATHING GYP BOARD WALL STUDS ALUM. DOOR JAMB 2x TRIM CASING GYP BOARD STUD WALL GYP BOARD ALUM DOOR HEAD METAL DRIP EDGE CASING SEALANT GYP BOARD WALL STUDS ALUM. DOOR JAMB 2x10 STONE TRIM AT ENTRY DOOR CASING GYP BOARD STUD WALL GYP BOARD ALUM TELESCOPING DOOR 2x TRIM ALUM TELESCOPING DOOR WEATHER RESISTIVE SILL SEALANT GYP BOARD WALL STUDS ALUM. TELESCOPING DOOR 2x TRIM CASING 1" 1'-4"1'-4" (2) LAYERS 5/8" TYPE "X" GYP BOARD CEILING (STAGGER JOINTS) 3/4" T&G OSB FLOOR SHEATHING'I' JOIST NO INSULATION (unless 1/2" RESILIENT CHANNEL IS PROVIDED) 7/8" HAT CHANNELS @ 24"o.c. 1 1/2" STEEL DECKING RE: STRUCT OPEN WEB STEEL BAR JOISTS @ 48" o.c. RE: STRUCT INSULATION: MIN R-20 CLOSED CELL SPRAY FOAM + BATTS/BLOWN FOR min R-38 TOTAL SECURED TO UNDERSIDE OF ROOF DECKING EPDM ROOFING ON 1/2" DENSSHIELD OR EQ. ON MIN. 1 1/2" TAPERED RIGID INSULATION ON 1/2" RIGID INSULATION ON STEEL DECKING RE: DECK ROOF PLAN, VFY. WITH ROOF CONTRACTOR ADJUSTABLE GRID ROOF FOOTING SYSTEM w/ JOIST MOUNT (BISON OR SIMILAR) 1/8" - 5" 5/8" GYP BOARD CEILING (omit in Basement + Crawl) 3/4" T&G OSB FLOOR SHEATHING'I' JOIST, DEPTH VARIES RE: STRUCT ACOUSTIC INSULATION WHERE INDICATED 1x6 BOARD FINISH CEILING 5/4 COMPOSITE DECKING P.T. 2x4 JOIST @ 16" O.C. 1" RIGID DUCT/PLENUM LINER ACOUSTIC PANEL SPRINKLER PIPE, ROOF DRAIN LEADERS, ETC BELOW INSULATION 2x4 OR 2x6 STUD WALL 16"o.c. SPACING 5/8" GYP BOARD EA SIDE ACOUSTIC INSULATION, TYP 2x4 OR 2x6 STUD WALL 16"o.c. SPACING 5/8" TYPE 'X' GYP BOARD EA SIDE ACOUSTIC INSULATION, TYP 1 1/2" METAL C-H STUDS @ xx"o..c 5/8" TYPE 'X' GYP BOARD 1" GYPSUM SHAFT WALL (2) LAYERS 5/8" TYPE "X" GYP BOARD CEILING (STAGGER JOINTS) 3/4" OSB FLOOR SHEATHING2x12 NO INSULATION 2 LAYERS MIN 1/2" GYP - 1st LAYER SECURED TO COLUMN w/ STEEL WIRES @ 15"o.c. OUTER LAYER ADHESIVELY FASTENED TO INNER, STAGGER CORNERS STEEL COLUMN, RE: STRUCT DECK-ROOF ASSEMBLY I-JOIST FLOOR ASSEMBLY TYPICAL INTERIOR NON-RATED PARTITION PLAN VIEW 1HR INTERIOR PARTITION (BEARING + NON-BEARING) GA WP 3510 PLAN VIEW 1HR SHAFT WALL GA WP 7009 PLAN VIEW SHAFT SIDE 1HR FLR-CEILING (at ELEVATOR EQUIP RM CEILING & T.O. DUCT CHASE SHAFT) IBC TABLE 721.2(3) #26-1.1 1HR FLR-CEILING (at BASEMENT STAIR) IBC TABLE 721.2(3) #21-1.1 BPB AMERICA INC LAFARGE NORTH AMERICA INC. PABCO GYPSUM UNITED STATES GYPSUM COMPANY - 5/8" PROROC TYPE C GYPSUM PANELS - 5/8" FIRECHECK TYPE C - 5/8" FLAME CURB SUPER C - 5/8" SHEETROCK BRAND GYPSUM PANELS,FIRECODE C CORE - 1" SHEETROCK BRAND GYPSUM LINER PADS PROPRIETARY GYSUM BOARD: *G.C. TO PROVIDE GA FILE NO. OF ASSEMBLY FOR ANY ALTERNATIVE MATERIAL THAN LISTED 1 HR. COLUMN IBC TABLE 721.1(1) ASSEMBLY 1-7.1 NOTE: REQ'D ONLY WHERE STEEL COLUMN IS LOCATED IN 1HR RATED WALL STEP 2 SELF-ADHERED SILL FLASHING STEP 3 CORNER FLASHING PATCHES AT SILL STEP 4 INSTALL WINDOW PLUMB, LEVEL AND SQUARE SEALANT BEAD AT JAMBS AND HEAD (INSURE SEALANT IS CHEMICALLY COMPATIBLE WITH FOAM AND FLASHING) STEP 5 INSTALL SELF-ADHERED JAMB FLASHING STEP 6 INSTALL DRIP CAP (IF APPLICABLE, RE: DETAILS) INSTALL SELF-ADHERED HEAD FLASHING STEP 8 APPLY CORNER TAPE PATCHES AT HEAD. AIR SEAL WINDOW AROUND ENTIRE PERIMETER ON INTERIOR WITH SEALANT OR NON-EXPANDING FOAM STEP 1 HOUSEWRAP FOLDED IN AT JAMBS AND SILL STEP 7 FOLD DOWN HEAD HOUSEWRAP 1 1 1/2"= 1'-0" Doors/Windows Details2 1" = 1'-0" Assemblies 3 1/16" = 1'-0" Window Flashing BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A6.0 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS RCP Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com PARTIAL HATCH OF ACOUSTIC PANEL CEILING ABOVE, RE: DETAIL VINYL FACED ACOUSTIC CEILING TILES GYP CEILING RE: 1/A4.2 2x4 LENSED LIGHT FIXTURES 2x2 LIGHT FIXTURES ACOUSTIC CEILING TILES SHADOWLINE TAPERED 2x2 REVEAL BALCONY ABOVE DECK ABOVE BOXED IN BEAM RE: SECTIONS ALTERNATE: PROVIDE A.C.T. @ 12'-3" SOFFIT FOR SPRINKLER LINE GYP CEILING DROPPED BEAMS ABOVE DROPPED CEILING GYP CEILING DROPPED BEAM RE: SECTIONS 8x8 TIMBER ACCENT BEAMS EVENLY SPACE GRID EA. WAY ENTRY ROOF ABOVE STEEL BEAM w/ WOOD INLAY, RE: DETAILS CURVED G.L. BEAMS ELEV. EVENT HALL VESTIBULE WOMEN MEN KITCHEN DANCE FLOOR HALL CH A S E CO A T S A/V BAR STORAGE CLG. HT. = 10'CLG. HT. = 12' CLG. HT. = 12' CLG. HT. = 12' CLG. HT. = 13' CLG. HT. = 10' 1/A4.3 1/A4.3 1/ A 4 . 0 1/ A 4 . 0 1/ A 4 . 1 1/ A 4 . 1 1/ A 4 . 2 1/ A 4 . 2 1/A4.4 1/A4.4 1/ A 4 . 7 1/ A 4 . 7 1/ A 4 . 6 1/ A 4 . 6 2/ A 4 . 7 2/ A 4 . 7 1/ A 4 . 5 1/ A 4 . 5 2/A4.3 2/A4.3 1/ A 4 . 8 1/ A 4 . 8 1/A4.3 1/A4.3 1/ A 4 . 0 1/ A 4 . 0 3/ A 4 . 3 3/ A 4 . 3 PARTIAL HATCH OF CEILING T&G DECKING ABOVE DECK BELOW CURVED G.L. BEAMS EXPOSED BEAMS, RE: SECTION EXPOSED ROOF DECKING CURVED GYP CEILING RE: SECTION PAINTED GYP CEILING, TYP. U.O.N. COVERED DECK VESTIBULE ELEV. BRIDE'S ROOM WOMENMEN STORAGE STORAGE BALC. CLG. HT.=8' CLG. HT.=8'-5" CLG. VAULTED INSIDE G.L.'s HALL CLG. HT.=8' CLG. =10'-9" 1/ A 4 . 1 1/ A 4 . 1 1/ A 4 . 2 1/ A 4 . 2 1/A4.4 1/A4.4 1/ A 4 . 7 1/ A 4 . 7 1/ A 4 . 6 1/ A 4 . 6 2/ A 4 . 7 2/ A 4 . 7 1/ A 4 . 5 1/ A 4 . 5 2/A4.3 2/A4.3 STEEL BEAMS w/ WOOD INLAY RE: DETAILS 1/ A 4 . 8 1/ A 4 . 8 REF N1 1/8" = 1'-0" Main Floor RCP2 1/8" = 1'-0" Second Floor RCP BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A7.0 Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS Interior Elevations Fa l l R i v e r V i l l a g e Sk y V i e w E v e n t H a l l 27 8 S u n n y A c r e s C t Es t e s P a r k , Co l o r a d o 80 5 1 7 Date: Issue: 8/10/17 CD Built by: Prime Homes LLC James Poppitz - G.C. o - 970.586.7704 c - 303.324.7235 kjpoppitz@msn.com MI N . 2 7 " 8" 9" 11"MA X 4 4 " ( C O N T R O L ) MA X 4 8 " ( C O N T R O L ) PIPE PROTECTION MIN. LEG CLEARANCE DISPENSERS HAND DRYER/ TOWEL DISP. TILE WAINSCOT 3 MIN. 9"MA X 3 4 " ( R I M ) MI N . 2 7 " MA X 4 0 " ( G L A S S ) 16"-18" 33 " - 3 6 " 36" MIN. 24" MIN. 17 " - 1 9 " MA X 1 7 " MA X 4 8 " ( C O N T R O L S ) MIN. 30" EQ.EQ. PIPE PROTECTION SOAP DISP. HAND DRYER/ TOWEL DISP. MIRROR(S) MIN. 30" WIDE CENTER ON FAUCET URINAL (W.C. AT WOMEN'S) ALUMINUM OR FIBERGLASS PARTITION WALLS GRAB BARS, PROV. SOLID BLOCKING IN WALL, TYP.TILE WAINSCOT 1 7"-9" MI N . 1 8 " 54" MIN. 39" - 41" 39 " - 4 1 " MI N . 1 8 " MA X 3 3 " MI N . 1 7 " 1'-0"DISPENSER BELOW GRAB BARS GRAB BARS, PROV. SOLID BLOCKING IN WALLS, TYP. WINDOW VARIES, RE: PLANS FOLD-DOWN CHANGING STATION 2 MA X 4 0 " T O G L A S S 17 " - 1 9 " MA X 4 8 " ( C O N T R O L S ) 36" MIN. 24" MIN. 33 " - 3 6 " 16"-18"9"EQ.EQ.MA X 3 4 " TILE WAINSCOT 1 PIPE PROTECTION DISPENSERS HAND DRYER MIRROR(S) MIN. 30" WIDE CENTER ON FAUCET W.C. (URINAL @ MEN'S) ALUMINUM OR FIBERGLASS PARTITION WALLS GRAB BARS, PROV. SOLID BLOCKING IN WALL, TYP. 7"-9" MI N . 1 8 " MI N . 3 3 " MI N . 1 7 " 9 1/2" MIN. 54" 39" - 41" 39 " - 4 1 " MI N . 1 8 " 33 " - 3 6 " 5' - 0 " DISPENSER BELOW GRAB BARS GRAB BARS, PROV. SOLID BLOCKING IN WALLS, TYP. WINDOW(S) VARY RE: PLAN FOLD-DOWN CHANGING STATION 2 MI N . 2 7 " 8" 9" MA X 4 4 " ( C O N T R O L ) MA X 4 8 " ( C O N T R O L ) PIPE PROTECTION MIN. LEG CLEARANCE DISPENSERS HAND DRYER/ TOWEL DISP. TILE WAINSCOT 3 33 " - 3 6 " FRP PANELS TO CEILING, TYP. 1 PRE - RINSEDW DRY RACK DRY RACKPOT/PAN WASHDIRTY RACK DW GLASS RACK 2' - 1 0 " 6' - 8 " WALL MOUNT SINK BEYOND HAND SINK SUSPENDED SHELVES ICE MAKER 2 MOVABLE TABLEGLASS CART MOVABLE TABLE 3' - 0 " 6' - 8 " ALLTHREAD RODS TO FLOOR FRAMING HAND SINK SUSPENDED SHELVES MOVABLE TABLE 3 MOVABLE TABLE LOW-HEIGHT WING WALL FOR WALL MOUNT HAND SINK 2' - 1 0 " 2'-7 3/8"5'-0"5'-0" MW ON SHELF MW DIRECT VENT OVEN OUT WALL WALL MOUNTED SHELF VFY SIZE & HT. w/ EQUIP. WARMER OVENDISH CARTREACH-IN COOLERREACH-IN FREEZER 4 WARMER MA X 3 4 " ( R I M ) MA X 4 0 " ( G L A S S ) MI N . 2 7 " MA X 4 4 " OUTLETS 1" FILLER SB24DB12 OPEN COUNTER 120"x36" MIRROR OR (3) MIN. 36"x36" MIRRORS VANITY LIGHT TBD 3' - 6 " 3' - 0 " FRP PANELS OVER EXT. RATED GYP BAR SIDE TILE SPLASH SERVER SIDE 3' - 6 " WOOD PANEL SIDING, TBD STONE TOP CUSTOMER SIDE 1 3/8" = 1'-0" Men's Restroom Main Floor2 3/8" = 1'-0" Women's Restroom Second Floor 3 3/8" = 1'-0" Kitchen Elevations 5 3/8" = 1'-0" Bride's Vanity4 3/8" = 1'-0" Bar Elevations