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HomeMy WebLinkAboutPLANS New MFB 1553 S Saint Vrain Ave (South Building) 2020-08-171 1a 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G0.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS COVER SHEET 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g 8/5/2020 COVER/CODE ASSEMBLIES PLANS ELEVATIONS SECTIONS SCHEDULES, ASSEMBLIES RCP G0.0 G1.0 A2.0 A2.1 A3.0 A4.0 A4.1 A5.0 A6.0 COVER, INDEX ASSEMBLIES FLOOR PLANS FLOOR PLANS ELEVATIONS SECTIONS SECTIONS DOORS & WINDOWS REFLECTED CEILING PLAN CD 01 02 03 CIVIL C1.1 C1.2 C2.1 C2.2 C3.1 C3.2 GENERAL NOTES & LEGEND EXISTING CONDITIONS AND DEMOLITION SITE GRADING PLAN BUILDING GRADING PLAN STORM SEWER PLAN & PROFILE CD 01 02 03 A3.1 ELEVATIONS A4.2 SECTIONS A2.2 UNIT PLANS A2.3 UNIT PLANS A2.4 UNIT PLANS A2.5 UNIT PLANS A6.1 REFLECTED CEILING PLAN INTERIOR ELEVATIONS A7.0 INTERIOR ELEVATIONS - 3 BEDROOM A A7.1 STORM WATER PONDS GRANDING PLAN C4.1 C5.1 C6.1 UTILITY PLAN GENERAL DETAIL EROSION CONTROL PLAN C6.2 EROSION CONTROL DETAILS C7.1 STATE HIGHWAY No. 7 IMPROVEMENTS A7.3 INTERIOR ELEVATIONS - 2 BEDROOMS INTERIOR ELEVATIONS - 1 BEDROOM WALL SECTIONS A8.0 WALL SECTIONS A8.1 WALL SECTIONS A4.3 STAIR 1 A4.4 STAIR 2 A4.5 STAIR 3 G1.1 ACCESSIBILITY A5.1 DOORS & WINDOWS C8.1 LANDSCAPE PLAN C2.3 SITE PLAN A2.6 ROOF PLANS G1.2 CODE STUDY + PLANS A7.2 INTERIOR ELEVATIONS - 2 BEDROOM TYPE A STRUCTURAL MECHANICAL PLUMBING ELECTRICAL S1.0 S1.1 S1.2 S0.0 M0.0 M0.1 M0.2 M1.0 M1.1 P0.0 P0.1 P2.0 P2.1 P2.2 E0.0 E0.1 E1.0 E1.1 E2.0 E2.1 GENERAL NOTES FOUNDATION PLAN FRAMING PLAN - SECOND FLOOR FRAMING PLAN - THIRD FLOOR AND ROOF MECHANICAL INDEX, LEGEND AND NOTES MECHANICAL SCHEDULES MECHANICAL DIAGRAMS MAIN FLOOR PLAN--MECHANICAL SECOND FLOOR -- MECHANICAL PLUMBING INDEX, LEGEND AND NOTES… PLUMBING SCHEDULES OVERALL WATER + GAS PLANS ELECTRICAL INDEX AND LEGEND ELECTRICAL SPECIFICATIONS ELECTRICAL SINGLE - LINE ELECTRICAL CALCULATIONS ELECTRICAL TYPICAL UNITS OVERALL PLAN THIRD FLOOR -- MECHANICAL MAIN LEVEL SANITARY + VENT ENLARGED FLOOR PLANS P2.3 ENLARGED FLOOR PLAN P2.4 ENLARGED FLOOR PLAN P2.5 ENLARGED FLOOR PLAN P1.0 PLUMBING SITE PLAN S1.3 FOUNDATION TIED DOWN PLAN S1.4 MAIN + SECOND FLOOR BRACED WALL PLANS S1.5 THIRD FLOOR BRACED WALL PLAN S1.2 DETAILS MECHANICAL SPECIFICATIONS M0.3 M1.2 P0.2 PLUMBING DIAGRAMS VICINITY MAP OWNER PROJECT TEAM CIVIL & STRUCTURAL ENGINEER CONTRACTOR BAS1S Architecture, P.C. Steve Lane, AIA 1692 Big Thompson Ave. Estes Park, CO 80517 steve@bas1s.com 970.586.9140 ARCHITECT Peak View South Building G2 Consulting Engineers, INC. David Manring, P.E. 1039 Main St. Unit G Windsor, CO 80550 dmanring@g2e.com 970.460.7400 MECHANICAL & ELECTRICAL ENGINEER * ARCHITECTURAL '()(55('68%0,77$/6 07 80 00 FIRESTOPPING -GC TO RETAIN FIRESTOP SYSTEMS CONTRACTOR TO PROVIDE ALL PROPOSED THROUGH-PENETRATION FIRE STOP SYSTEMS AND DETAILS 21 03 00 FIRE SUPPRESSION 23 09 00 FIRE ALARM NOTE: DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD FOR REVIEW . ONCE REVIEWED, CONTRACTOR SHALL FORWARD TO THE BUILDING DEPARTMENT FOR APPROVAL. FABRICATION AND/OR INSTALLATION OF DEFERRED SUBMITTAL ITEMS SHALL NOT OCCUR UNTIL APPROVAL OF THE BUILDING DEPARTMENT IS RECEIVED. 07/17/20 Rev Permit Comments Response 08/5/20 Rev Permit Comments Response 2 03/03/20 DD Design Development Set ISSUE DATE ISSUE ID DESCRIPTION ISSUE HISTORY Estes Park Housing Authority Naomi Hawf, Executive Director 363 E Elkhorn Ave #101 Estes Park, CO 80517 nhawf@estes.org 970.591.2535 Cornerstone Engineering & Surveying, Inc Mike Todd, PE 1692 Big Thompson Ave, Ste 200 Estes Park, CO 80517 mtodd@ces-ccc.com 970.586.2458 Saunders-Heath Scott Mikulak, Dir. Preconstruction Terry Been, Project Manager 1212 Riverside Ave #130 Fort Collins, CO 80524 970.221.4195 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 IBC Section 718. 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: **(Pre-approved) Firestop subcontractor or (pre-approved) special inspector required, submit proposed systems to Building Dept*** 5. Design Loads: RE: Structural Hazard Zones: Flood: No Geologic: No Ridgeline Protection: No Wildfire: Yes 6. 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: Composition roofing on min. 30# felt on nominal 5/8-inch roof sheathing on roof trusses or rafters as noted. Provide Ice & water shield to all roof surfaces with slope <4/12, Ice & Water shield 2' inside wall line, Typ. Provide blown-in insulation in roof joist cavity, with preformed air vent, over conditioned space. Air Leakage: **Blower Door Test required on thermal envelope in accordance with ASTM E 779 per IECC C402.5** INTERIOR FINISH 8. Provide blocking in wall for mounting all grab bars, 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 DenShield Tile Backer or equal fiber reinforced gyp behind all tiled surfaces. Provide water-resistant gypsum wallboard at all other wet locations. MECHANICAL AND PLUMBING 11. All heating equipment, piping and installation to comply with the I.M.C., 2015 edition, and all other applicable codes. 12. All plumbing materials and equipment to comply with the I.P.C., 2015 edition, and all other applicable codes. 13. Mechanical & plumbing contractor to provide design and installation of heating system, and service and connections for all appliances and fixtures. 14. Coordinate installation of equipment with Electrical contractor. 15. Mechanical system: Forced Air Fan Coil. ELECTRICAL 16. Electrical materials and installation to comply with the N.E.C., 2017 edition, and all other applicable codes. 17. Provide installation and connections for all appliances, fixtures and equipment requiring electrical service. 18. Power, lighting and smoke alarm location to comply with code requirements. 19. Coordinate requirements of Electrical equipment with Mechanical & plumbing contractor. ENGINEERING 06/08/20 CDs GMP + Permit Application Set 1 1a 08/05/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G1.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS ASSEMBLIES 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g 1 MI N 8 " 8" W5 W3 W1 -EXTERIOR SIDING - RE: ELEVATIONS - 1" XPS or POLYISO RIGID FOAM (TAPED SEAMS PROVIDE AWB) - 1/2" (nominal) OSB WALL SHEATHING - 2x6 WD STUDS @ 16" OC - R-21 BATT INSULATION - 5/8" TYPE 'X' GYPSUM WALL BOARD -5/8" GYPSUM WALLBOARD -2x4 WD STUDS @ 16" OC -ACOUSTIC INSULATION AT BED/BATH ROOMS -5/8" GYPSUM WALLBOARD -5/8" TYPE X GWB - 1/2" (nominal) OSB WALL SHEATHING -2x4 WD STUDS @ 16" o.c. -3 1/2" SOUND BATT -1" AIR GAP -2x4 WD STUDS @ 16" o.c. (STAGGERED) -3 1/2" SOUND BATT - 1/2" (nominal) OSB WALL SHEATHING -5/8" TYPE X GWB W4 H4 -WOOD TRUSS BOT. CHORD -BLOWN-IN INSULATION (MIN. R-49) -CEILING DAMPER - 1/2" RESILIENT CHANNEL @ 12" O.C. -(1) LAYER 5/8" TYPE 'C' GWB H2 -1 1/4" FLOOR TOPPING MIXTURE min 1500PSI - 1/4" ACOUSTI-MAT (or EQ) UNDERLAYMENT (AT LVT FLOORING, AT CARPET: 1 1/2" TOPPING ONLY) -23/32" T&G OSB FLOOR SHEATHING -PARALLEL CHORD TRUSS -CEILING DAMPER -ACOUSTIC INSULATION -1/2" RESILIENT CHANNEL @ 12" O.C. & DOUBLED @ END JOINT -(1) LAYER 5/8" TYPE 'C' GWB CEILING CONTINUOUS ABOVE INTERIOR PARTITIONS AT FLOOR-CEILINGS H2 ASSEMBLY -(2) LAYERS 5/8" TYPE 'X' or 'C' GWB TO INSIDE FACE JOISTS & UNDERSIDE OF FLOOR SHEATHING EXHAUST VENTS 3-SIDED GYP WRAP H3 - TRAFFIC TOPPING -23/32" T&G PLYWOOD FLOOR SHEATHING -2X WOOD JOISTS - HARDIEPANEL SOFFIT BOARD - 1x2 BATTENS AT 4'0"o.c. BOTH DIRECTIONS) W2 -EXTERIOR SIDING - RE: ELEVATIONS - 1" XPS or POLYISO RIGID FOAM - SEAMS TAPED (TAPED SEAMS PROVIDE AWB) - 5/8" FIRE-RATED GYP SHEATHING - 1/2" (nominal) OSB WALL SHEATHING **OSB ONLY REQ'D WHERE INDICATED BY STRUCT** - 2x6 WD STUDS @ 16" OC - R-21 BATT INSULATION - 5/8" TYPE 'X' GYPSUM WALL BOARD -5/8" GYPSUM WALLBOARD -2x6 WD STUDS @ 16" OC -ACOUSTIC INSULATION AT BED/BATH ROOMS -5/8" GYPSUM WALLBOARD CEILING MEMBRANE INTERRUPTED BY DOUBLE TOP PLATE PROVIDE 5/8" TYPE 'X' GYP AT WALLS & PROTECT PENETRATIONS WOOD FRAMING ASSEMBLIES EXTERIOR INTERIOR EXTERIOR WALL - W1 0-HR LISTING: NA ALL BATT INSULATION IN EXTERIOR WALL ASSEMBLIES TO BE INSTALLED TO GRADE I STANDARDS DECK/CEILING - H3 0-HR 2x4 INTERIOR WALL - W3 0-HR LISTING: NA UNIT SEPARATION WALL - W5 1-HR BEARING LISTING: GA WP5512 2x6 INTERIOR WALL - W4 0-HR LISTING: NA ROOF/CEILING - H4 1-HR LISTING: GA 2606 FLOOR/CEILING - H2 1-HR LISTING: GA5519/UL L574 WALL TO CEILING CONNECTION AT FLOORS EXHAUST CHASE WRAP - H2.1 IBC TABLE 721.1(3) #21-1.1 1-HR EXTERIOR INTERIOR EXTERIOR WALL @ STAIR ACCESS - W2 1-HR LISTING: U364 ALL BATT INSULATION IN EXTERIOR WALL ASSEMBLIES TO BE INSTALLED TO GRADE I STANDARDS WALL TO CEILING CONNECTION AT ROOFS NOTE: DETAILS APPLY TO INTERIOR NON-LOADBEARING NON-RATED PARTITIONS ONLY. SEE DETAILS FOR INTERSECTIONS AT FIRE PARTITIONS AND FIRE BARRIERSDROPPED STEEL BEAM PROTECTION 1-HR LISTING: GA BM 1137 FACE LAYER 1/2" PROPRIETARY TYPE X GYPSUM WALLBOARD APPLIED TO BEAM CAGE WITH 15/8" TYPE S-12 DRYWALL SCREWS 12" O.C. JOINTS OFFSET FROM BASE LAYER JOINTS STEEL ANGLES. PARALLEL CHORD TRUSS 1 HOUR FIRE DESIGNS Min. Truss Depth per UL Insulation Resilient Channel Drywall Min.Topping Depth Sound Mat Floor Covering* Sound Rating Maxxon UL Fire RatingsSTC IIC Test Number 18"Yes Yes 5/8" (16 mm) 3/4" (19 mm) None Ceramic Tile 58 H6130.01 Minimum of 12" Truss L528 L529 L542 L563 L574 L576 L579 L581 L583 L592 M508 ICC ESR #2540 UL ER #8477-01 LVT 41 H6130.02 Ceramic Tile 35 H6130.01 Carpet & Pad 71 I0101.02 Acousti-Mat 1/8 Sheet Vinyl 52 I0101.09 LVT 50 I0101.07 Ceramic Tile 52 I0101.30 Engineered Wood 55 I0101.10 Carpet and Pad 72 I0101.11 1" (25 mm) Acousti-Mat 1/4 Sheet Vinyl 54 I0106.20 LVT 53 I0106.18 Ceramic Tile 55 I0106.24 Engineered Wood 55 I0106.21 Carpet and Pad 71 I0106.22 Acousti-Mat 1/4 Premium Sheet Vinyl 55 I0101.17 LVT 54 I0101.15 Ceramic Tile 55 I0101.21 Engineered Wood 55 I0101.18 Carpet and Pad 76 I0101.19 Sheet Vinyl 56 I0106.28 Design No. U364 March 11, 2020 Bearing Wall Rating — 1 Hr. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 1. Wood Studs — Min. nom 2 by 4 in., spaced 16 in. OC. 2. Gypsum Board* — Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Nom5/8 in. thick (min) 4 ft wide bearing the UL Classification Marking for Fire Resistance applied vertically. Attached to studs with 6d cement coated nails or 1-7/8 in. long No. 6 buglehead dry wall screws spaced 7 in. OC at the edges and in the fields. Vertical joints located over studs. Joints covered with paper tape and joint compound. Fastener heads covered with joint compound. AMERICAN GYPSUM CO (View Classification) — CKNX.R14196 3. Batts and Blankets* — Min. 3-1/2 in. glass fiber or mineral wool batts placed to fill cavity of wall. See Batts and Blankets* (BZJZ) Category for names of Classified companies. 4. Foamed Plastic* — Max. 2 in. thick rigid polystyrene insulation attached to studs with 2-1/2 in. long galvanized roofing nails. OWENS CORNING SCIENCE AND TECHNOLOGY, LLC THE DOW CHEMICAL CO 5. Exterior Facings — Installed in accordance with the manufacturer's installation instructions. One of the following exterior facings is to be applied over the Foamed Plastic* or Building Units*: B. Particle Board Siding — Hardboard exterior sidings including patterned panel or lap siding. C. Wood Structural Panel or Lap Siding — APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces and structural wood core, per PS 1 or APA Standard PRP- 108, including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. GA FILE NO. BM 1137 PROPRIETARY*1 HOUR FIRE Fire Test: UL R1319-133, 7-16-75; Based on UL R3660-7 & -8, 11-12-87; UL Design L524 STEEL FRAME, GYPSUM WALLBOARD Base layer 1/2" proprietary type X gypsum wallboard applied to beam cage with 1" Type S-12 drywall screws 12" o.c. Face layer 1/2" proprietary type X gypsum wallboard applied to beam cage with 15/8" Type S-12 drywall screws 12" o.c. Joints offset from base layer joints. Beam cage fabricated from No. 24 gage 7/8" x 13/8" steel angles screw attached to steel joists at beam top flange and No. 25 gage 21/2" steel runners hooked over beam lower flange and supporting 15/8" steel studs 24" o.c. Minimum beam size W8x15. (One hour unrestrained beam.) PROPRIETARY GYPSUM BOARD American Gypsum Company LLC - 1/2" FireBloc® Type C CertainTeed Gypsum Inc. - 1/2" ProRoc® Type C Gypsum Panels Georgia-Pacific Gypsum LLC - 1/2" ToughRock® Fireguard CTM Lafarge North America Inc.-1/2" Firecheck® Type C National Gypsum Company - 1/2" Gold Bond® Brand FIRE-SHIELD CTM Gypsum Board PABCO Gypsum - 1/2" FLAME CURB® Super ‘C’TM Temple-Inland -1/2" TG-C United States Gypsum Company - 1/2" SHEETROCK® Brand FIRECODE® C Core Gypsum Panels BEAMS, GIRDERS, AND TRUSSES, NONCOMBUSTIBLE 1 Hr. U341 51 NGC 2191 54 NGC 2198 gy 5/8 in. (15.9 mm) Fire-Shield Gypsum Board applied vertically or horizontally to each side of double row of 2x4 (38.1 mm x 88.9 mm) wood studs 24 in. (610 mm) o.c. with 1-7/8 in. (47.6 mm) long, 6d coated nails 7 in. (178 mm) o.c. Joints staggered on opposite sides. Sound rating with studs 16 in. (406 mm) o.c. and 3-1/2 in. (88.9 mm) glass fiber insulation in stud cavity in one row only. Sound rating with studs 16 in. (406 mm) o.c. and 3-1/2 in. (88.9 mm) glass fiber insulation in stud cavity in each row. TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q 21. Wood joists, wood I-joists, floor trusses and flat or pitched roof trusses spaced a maximum 24" o.c. with 1/2" wood structural panels with exterior glue applied at right angles to top of joist or top chord of trusses with 8d nails. The wood structural panel thickness shall be not less than nomi- nal 1/2" nor less than required by Chapter 23. 21-1.1 Base layer 5/8" Type X gypsum wall- board applied at right angles to joist or truss 24" o.c. with 11/4" Type S or Type W drywall screws 24" o.c. Face layer 5/8" Type X gypsum wallboard or veneer base applied at right angles to joist or truss through base layer with 17/8" Type S or Type W drywall screws 12" o.c. at joints and intermediate joist or truss. Face layer Type G drywall screws placed 2" back on either side of face layer end joints, 12" o.c. —— —Varies———1 1/4 1 E E GENERAL ASSEMBLY NOTES 1. REFER TO CODE AND ARCHITECTURAL PLANS FOR DESIGNATION OF PARTITION TYPES AND RATINGS 2. ALL INTERIOR PARTITIONS ARE TO EXTEND TO UNDERSIDE OF RATED CEILING UNLESS NOTED OTHERWISE. 3. WHERE TWO DIFFERING PARTITION TYPES ABUT IN A LINE AND ALONG A CONTINUOUS LENGTH OF PARTITIONS, THE CONTINUOUS FINISHED SURFACES OF THESE PARTITIONS SHALL ALIGN UNLESS NOTED OTHERWISE. 4. ALL FRAMING TO BE SPACED PER STRUCTURAL REQUIREMENTS. 5. DO NOT PLACE GYPSUM BOARD JOINT AT CORNER OF DOOR FRAME. 6. CEMENT, FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS AT ALL WET LOCATIONS. MAINTAIN FIRE RATING AT ALL PARTITIONS. 7. ALL FIRE RESISTIVE PARTITIONS SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH TESTING REQUIREMENTS AND MANUFACTURERS RECOMMENDATIONS FOR CONDITIONS AS REQUIRED. CONSTRUCTION OF ALL SYSTEMS SHALL EQUAL THAT OF THE TESTED ASSEMBLY. CONTRACTOR MAY SUBSTITUTE ANOTHER LISTED ASSEMBLY FOR THAT INDICATED WITH PRIOR APPROVAL OF THE ARCHITECT AND THE BUILDING DEPARTMENT. TESTING FACILITIES ARE ABBREVIATED AS FOLLOWS: UL - UNDERWRITERS LABORATORIES, INC; GA - GYPSUM ASSOCIATION; NER - NATIONAL EVALUATION REPORT; WHI - WARNOCK HERSEY INTERNATIONAL 8. THROUGH PENETRATIONS IN RATED PARTITIONS SHALL BE FIRESTOPPED IN ACCORDANCE WITH IBC 712.3.1 9. MEMBRANE PENETRATIONS IN RATED PARTITIONS SHALL BE IN ACCORDANCE WITH IBC 713.3.2 10. REFER TO COMCHECK TABLE FOR ALL ASSEMBLY INSULATION VALUES 07/17/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G1.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS ACCESSIBILITY 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g 38 " MI N . PR E F E R 30 " MA X . 32 " MA X . 42" MIN. MIN. REINFORCING AREA (REAR TOILET WALL REINFORCEMENT ALWAYS INSTALLED TO ASSUME 36" BAR THAT IS 6" OFF OF FINISH FACE 2-4" ADDITIONAL REINFORCING AT SIDES AND BOTTOM RECOMMENDED 60" MIN. PR E F E R 3 0 " MA X . 32 " MA X . FFFF TOILET REINFORCING SIDE WALLTOILET REINFORCING REAR WALL 38 " MI N . PR E F E R 30 " MA X . 32 " MA X . 38 " MI N . 24 " MA X . 28" FF MA X . 6" 38 " MA X . 6" MAX. 48" MIN. 6" MAX. FF 12" PR E F E R 30 " MA X . 32 " MA X . 38 " MA X . 28" MIN. FF ADDITIONAL RECOMMENDED REINFORCED AREA ADDITIONAL RECOMMENDED REINFORCED AREA NOTE: INSTALL MIXING VALVE ABOVE OR BELOW CONTINUOUS BLOCKING GRAB BAR REINFORCING AT RESIDENTIAL TYPE A+B WATER CLOSET AND TUB/SHOWER 8" 9" 11" MI N . 2 7 " 60" 66 " 18" MIN 48" 66 " 16"-18" 16"-18" 33" MIN 30 " 48" 24" 30" 48 " 19" 34 " M A X 40 " M A X TO M I R R O R LE N G T H O F T U B ( 5 6 " ) 30" 48 " 30" KNEE + TOE CLEARANCE NOTE: OFFSET BOWL IN LAV, TYPICAL REMOVEABLE CABINETRY BELOW FLOOR + WALL FINISHES EXTEND THRU CABINET REMOVEABLE SEAT CONTROL WALL TUB OR SHOWER RE: PLAN TYPE 'A' TOILET w/ LAVATORY OVERLAP TYPE 'B' LAVATORY TYPE 'B' TOILET w/ LAVATORY OVERLAP TYPE 'A' LAVATORY TO L I P O F L A V TYPE 'A' BATHTUB TYPE 'B' OPTION 'B' APPLIES TO ALL GROUND FLOOR UNITS NOT IDENTIFIED AS TYPE 'A' TYPE 'B' TUB/SHOWER 10 11 10 11 S S S S S S S S S S S S S S S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 10' BUILDING SETBACK 10' BUILDING SETBACK 10' BUILDING SETBACK 25' BUILDING SETBACK OHP OHP OHP OHP OHP OHP OHP NORTH BUILDING PROPOSED 13 UNITS W W W W W W W G G G G G G G G G PROPOSED ASPHALT PARKING 34 SPACES PROPOSED ASPHALT PARKING 18 SPACES PROPOSED 6" SEWER SERVICE PROPOSED 6" WATER SERVICE PROPOSED (2) 75 KVA TRANSFORMER E Serv CO L O R A D O S T A T E H I G H W A Y N o . 7 (A K A S O U T H S A I N T V R A I N A V E . ) EX I S T I N G S E W E R M A I N EX I S T I N G W A T E R M A I N E Serv E Serv E Serv E Serv 1 6 14 12 10 08 18 15 20 22 24 18 14 16 10 R25.00 R25.00 R5.00 19.5' (TYP.) 19.5' (TYP.) 9' (TYP.) 9' (TYP.) 19.5' (TYP.) 9' (TYP.) 9' (TYP.) 8' 5' 8'8' 8' 20 LF 15" CPP @ 2.0% S 6 i n S 6in S 6in R5.00 R25.00 R5.00 R5.00 R5.00 R5.00 1 2 3 4 5 6 7 8 9 10 UP DN 18 RISERS (6 27/ 3 2 " ) 1 2 3 4 5 6 7 8 9 10 11 UP 18 RISERS (6 27 / 3 2 " ) 1 2 3 4 5 6 7 8 9 10 11 UP 18 RISERS (6 27/32" ) FF= 5024.50 FF= 5023.5 FF= 5022.5 FF= 5021.5 FF= 5021.5 SOUTH BUILDING PROPOSED 13 UNITS ZONED R2- RESIDENTIAL LOT 1 TRANQUIL VALE SUBDIVISION ZONED R- RESIDENTIAL LOT 2 TRANQUIL VALE SUBDIVISION ZONED R- RESIDENTIAL LOT 3 TRANQUIL VALE SUBDIVISION ZONED R- RESIDENTIAL LOT 4 TRANQUIL VALE SUBDIVISION ZONED A- ACCOMMODATIONS PARCEL No. 2531305931 PROPOSED 6" 15' UPPER THOMPSON SANITATION DISTRICT PERMANENT UTILITY EASEMENT (BOOK 1684 PAGE 147) EXISTING 8" SEWER MAIN @8.2% R5.00 R5.00 6' TOP WIDTH SWALE W/ 4:1 SIDE SLOPES PROVIDE ACCESS TO SEWER MAIN FOR UTSD MAINTENANCE S 89°06'39" E 137.09' (S89°07'E 137.01') N 89°21'20" W 104.94' (N89°07'W 105.00') N 51 ° 0 9 ' 2 9 " E 1 5 9 . 3 9 ' (S 5 1 ° 1 5 ' 2 0 " W 1 5 9 . 4 9 ' ) N 5 1 ° 2 1 ' 3 4 " W 1 5 9 . 8 5 ' (S 5 1 ° 1 4 ' 4 0 " E 1 6 0 . 0 0 ' ) N 5 1 ° 2 0 ' 0 1 " W 1 7 8 . 1 3 ' (S 5 1 ° 1 4 ' 4 0 " E 1 7 7 . 9 0 ' ) N 89°16'30" W 32.85' (N89°07'W 32.81') 170.88''''''''''''''''''''''''''''''''''''''''' CH=N 25°23'54" EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE R=2815.00''''''''''''''''''''''''''''''''''''''''' L=170.91''''''''''''''''''''''''''''''''''''''''' D=3°28'43""""""""""""""""""""""""""""""""""""""""" 165 .05''''''''''''''''''''''''''''''''''''''''' CH=N 21°59'19" EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE R=2815.00''''''''''''''''''''''''''''''''''''''''' L=165.0 7''''''''''''''''''''''''''''''''''''''''' D=3°21'36""""""""""""""""""""""""""""""""""""""""" PROPOSED 30LF FENCE W 6 i n D I P W 6 i n D I P W 6 i n D I P W 6 i n D I P W 6 i n D I P W 6 i n D I P FF= 5021.70 FF= 5020.70FF= 5020.70 FF= 5019.70 FF= 5019.70 SEWER MANHOLE C-18-18 RIM= 4998.65 INV= 4995.95 SEWER MANHOLE C-18-18-1 RIM= 5024.02 INV= 5018.59 SEWER MANHOLE C-18-18-2 RIM= 5027.85 INV= 5022.01 1617 18 20 18 50 3 0 5 0 2 0 5 0 2 0 50 2 0 5010 50 1 0 50 1 0 50 0 0 50 0 0 14 STORAGE BUILDING FF=17.60 8' CONCRETE PAN 22 24 26 28 30 32 2 4 2 6 2 8 3 0 3 2 2 2 10 20 20 11 09 12 08 11 10 09 08 12 12 1014 16 18 0 2 12 0 6 0 4 0 0 18 E S e r v 12 10 08 06 GS G S G S GS TRASH DUMPSTER 06 04 02 WS 0 . 7 5 i n GS GS GS GS GS GS GS GS GS 22 PROPOSED ACCESSIBLE RAMP PROPOSED ACCESSIBLE RAMP PROPOSED ACCESSIBLE RAMP P R O P O S E D 6 ' C O N C R E T E S I D E W A L K P R O P O S E D 6 ' C O N C R E T E S I D E W A L K P R O P O S E D 6 ' C O N C R E T E S I D E W A L K PROPOSED RIPRAP (TYP.) PROPOSED PICKNIC TABLE PROPOSED CONCRETE CURB & GUTTER (TYP.) PROPOSED SIGN TRANSITION FROM 10-FOOT TO 6-FOOT SIDEWALK WIDTH 15.13 7'x5'x4" CONCRETE GRILL PAD 3'x3'x4" CONCRETE PAD FOR BEAR PROOF TRASH RECEPTACLE PROPOSED SIDEWALK CHASE (7 TOTAL) 1 1/4" - 2" 38 " M I N . A F F 32 " M A X . A F F 1 1/2" GRAB BAR, INSTALLATION NOT REQUIRED AT TYPE B RESIDENTIAL UNITS WHERE REINFORCING HAS BEEN PROVIDED 2x8 BLOCKING, PROVIDE STRUCTURAL SUPPORT TO ACCOMMODATE 250 POUNDS OF FORCE APPLIED IN ANY DIRECTION TYPICAL REINFORCING GRAB BAR REINFORCING DETAIL 30"x48" CLEAR FLOOR SPACE FOR EACH APPLIANCE, TYP 30"x48" CLEAR FLOOR SPACE FOR EACH APPLIANCE, TYP 30"x48" CLEAR FLOOR SPACE, FORWARD APPROACH (NOTE: REMOVABLE CABINET PERMITTED) NOTE: ALL COUNTERTOPS IN TYPE A UNIT TO BE MAX 34" HIGH SEE 1/A7.2 FOR ADDITIONAL DETAILS 1 1 3/8" = 1'-0" ANSI BATH BLOCKING DETAILS 2 3/8" = 1'-0" ANSI BATH PLAN DETAILS 3 3/8" = 1'-0" LAUNDRY 6 3/8" = 1'-0" REACH RANGES 5 1" = 40' ACCESSIBILITY SITE PLAN 4 3/8" = 1'-0" ANSI KITCHENS 07/17/2020 1 1a 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G1.2 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS CODE STUDY/PLANS 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g 8/5/2020 UP DN UP UP RE F DW RE F DW RE F DW F F D W D WWDW 3 3 1 1 2 2 4 4 5 5 6 6 7 7 8 8 10 10 C C E E F F G G D W W1 W1W1W1W1W1 W1 W1 W1W1W1 W1 W1 W1 W1 W1 W1 W1 W2 W1 W1W1 W1 W1 W5 W5 W5 W5 DRD D W2 RE DW RE DW W2W2 W2W1 W1 W2 W2W1 W1 B B A A 15 ' - 0 " 10 ' - 0 " SE T B A C K 30' PROPERTY LINE FIRE SPRINKLER CONTROL PROPERTY LINE 1HR FIRE BARRIERS AT EXIT STAIRS 1HR FIRE PARTITIONS BETWEEN UNITS, TYP SIDWALK +/- 3% SLOPE RE: CIVIL HANDICAPPED PARKING RE: CIVIL UNIT 101 1089 SF TYPE "B" 6 OCCS UNIT ENTRY UNIT 102 958 SF TYPE "B" 5 OCCS UNIT 104 958 SF TYPE "A" 5 OCCS UNIT 105 1089 SF TYPE "B" 6 OCCS UNIT 103 768 SF TYPE "B" 4 OCCS UNIT ENTRY UNIT ENTRY UNIT ENTRY UNIT ENTRY PATIO PATIO PATIO PATIO PATIO EXIT DISCHARGEEXIT DISCHARGEEXIT DISCHARGE 9 9 DN DN DNUPUP 3 3 1 1 2 2 4 4 5 5 6 6 7 7 8 8 10 10 C C E E F F G G D D B B A A F F F F F D W DW D WDW W1 W1W1W1W1W1 W1 W1 W1W1W1 W1 W2 W1 W1 W1 W1 W1 W1W1W1 W1 W5 W5 W5 W5 RE DW RE DW RE DW RE DW RE DW W2 W2 W2W1 W1 W2W2 W2W1 W1 WDR 110 ' - 0 " SE T B A C K 15 ' - 0 " PROPERTY LINE EGRESS BALCONY <10 OCCS TYP. EGRESS BALCONY <10 OCCS TYP. AREA OF EGRESS BALCONY w/ OCC LOAD > 10 (11) 1HR FIRE BARRIERS AT EXIT STAIRS, TYP 1HR FIRE PARTITIONS BETWEEN UNITS, TYP 1HR FIRE BARRIERS AT EXIT STAIRS MAX TRAVEL TO STAIR = 80' UNIT 201 1089 SF 6 OCCS UNIT ENTRY UNIT 202 958 SF 5 OCCS UNIT 204 958 SF 5 OCCS UNIT 205 1089 SF 6 OCCS UNIT 203 768 SF 4 OCCS UNIT ENTRY UNIT ENTRY UNIT ENTRY UNIT ENTRY DECK DECK DECK DECK DECK EXIT ACCESS STAIRWAY 70' 9 9 1 DN DN 3 3 1 1 2 2 4 4 5 5 6 6 7 7 8 8 10 10 C C E E F F G G D D B B A A D F F F WDWDW W1W1W1W1 W1W1 W1W1W1W1 W1 W5 W5 RE DW RE DW RE DW W2 W2 W1 W2W2 W2W1 1 1 EGRESS BALCONY <10 OCCS TYP. EGRESS BALCONY <10 OCCS TYP.1HR FIRE BARRIERS AT EXIT STAIRS, TYP 1HR FIRE PARTITIONS BETWEEN UNITS, TYP EXTERIOR WALL ROOF BELOW MAX TRAVEL TO STAIR = 67' TOTAL TRAVEL DISTANCE TO EXIT DISCHARGE = 124' (MAX 250' PER TABLE 1017.2) UNIT 301 958 SF 5 CCS UNIT 303 958 SF 5 CCSUNIT 302 768 SF 4 CCS UNIT ENTRY UNIT ENTRY UNIT ENTRY DECK DECK DECK 9 9 1 2 3 4 5 6 7 8 9 10 H2H2 H2 H2 H2 H2 H2 H2 1 11 ' - 3 " 37 ' 1HR ROOF CEILING,TYPICAL 1HR FLOOR CEILING, BETWEEN DWELLING UNITS, TYP. 1HR FIRE PARTITIONS BETWEEN DWELLING UNITS, TYP. DRAFTSTOPPING DRAFTSTOPPING NOT REQ'D THIS LOCATION RE: CODE STUDYDRAFTSTOPPING UNIT 101 UNIT 102 UNIT 103 UNIT 104 UNIT 105 UNIT 201 UNIT 202 UNIT 203 UNIT 204 UNIT 205 UNIT 301 UNIT 302 UNIT 303 Main Floor + 99'-0"Main Floor + 98'-0" Second Floor + 108'-7 3/8" T.O. Walls + 117'-8 1/2" Third Floor + 119'-2 3/4" T.O. Walls + 128'-3 7/8" Average Grade 99'-0" Third Floor + 121'-2 3/4" Second Floor + 111'-7 3/8" Main Floor + 101'-0" T.O. Wall + 120'-8 1/2" Second Floor + 110'-7 3/8" Main Floor + 100'-0" T.O. Walls + 130'-3 7/8" H4 H4 H4H4 H4 1 HR FIRE BARRIER 1 HR FIRE PARTITION REFERENCE 1 1     0DLQ)ORRU&RGH3ODQ     6HFRQG)ORRU&RGH3ODQ     7KLUG)ORRU&RGH3ODQ     &RGH6HFWLRQ 1205.2 08/05/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS FLOOR PLANS 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 UP DN 19 R I S E R S ( 6 4 5 / 6 4 " ) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20UP 20 R I S E R S ( 6 3 / 8 " ) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20UP 20 RI S E R S (6 3 /8" ) B 5'- 0" 5'- 0" B 5'- 0" 5'- 0" A 5'- 0" 5'- 0"101R 6' - 8 " 3' - 0 " B 5'- 0" 5'- 0" 10 2 R 6'-8" 3'-0" A 5'- 0" 5'- 0"A 5'- 0" 5'- 0" A 5'- 0" 5'- 0" 101R 6' - 8 " 3' - 0 " 10 2 R 6'-8" 3'-0" B 5'- 0" 5'- 0" B 5'- 0" 5'- 0" A 5'- 0" 5'- 0" 10 2 L 6'-8" 3'-0"C 5'- 0" 3'- 0" 101R 6' - 8 " 3' - 0 " A 5'- 0" 5'- 0" C2 4'-6" 2'-6" B 5'- 0" 5'- 0" B 5'- 0" 5'- 0" A 5'- 0" 5'- 0" B 5'- 0" 5'- 0" 101R 6' - 8 " 3' - 0 " 10 2 R 6'-8" 3'-0" B 5'- 0" 5'- 0" A 5'- 0" 5'- 0" 10 2 R 6'-8" 3'-0" C 5'- 0" 3'- 0" C 5'- 0" 3'- 0" A 5'- 0" 5'- 0" 101L 6' - 8 " 3' - 0 " C1 5'-0" 2'-6" 100 6'- 8" 3'- 0" RE F DW RE F DW RE F DW F F D W D WWDW 3 3 1 1 2 2 4 4 5 5 6 6 7 7 8 8 10 10 C C E E F F G G D W W1 W1 W1W1W1W1 W1 W1 W1W1W1 W1 W1 W1 W1 W1 W1 W1 W2 W1 W1 W1 W1 W1 W5 W5 W5 W5 DR D D W2 RE DW RE DW W2W2 W2W1 W1 W2 W2 W1 W1 B B A A 3 A4.3 5 A4.5 3 A2.1 6 A2.1 4 A2.1 5 A2.1 5/ A 4 . 1 5/ A 4 . 1 3/ A 4 . 1 3/ A 4 . 1 6/ A 4 . 1 6/ A 4 . 1 2/ A 4 . 0 2/ A 4 . 0 1/A4.2 1/A4.2 1/A4.0 1/A4.0 2/A4.3 7'-4 3/4"31'-7 3/4"25'-4"7'-8"25'-0"25'-4"7'-8"31'-7 3/4"7'-4 3/4" 2 3/4" 11'-5"13'-1 1/4" 2 1/4"3'-4 1/4"3"10'-4" 4'-1/2" 2' - 4 1 / 4 " 2' - 1 / 2 " 10 ' - 4 1 / 4 " 8' - 9 3 / 4 " 10 ' - 7 1 / 4 " 4' - 2 1 / 4 " 3' - 7 1 / 4 " 4' - 2 1 / 4 " 19 ' - 5 " 12 ' - 4 3 / 4 " 3' - 1 0 " 2' - 9 1 / 2 " 46 ' - 2 3 / 4 " 2' - 3 3 / 4 " 6' - 1 1 1 / 4 " 2' - 3 1 / 2 " 2' - 3 1 / 2 " 2' - 3 1 / 2 " 3' - 2 1 / 4 " 1' - 0 " 8' - 1 1 1 / 2 " 9 ' - 5 1 / 2 " 1' - 0 " 9' - 4 1 / 4 " 3' - 3 / 4 " 11 1 / 2 " 2' - 3 3 / 4 " 4' - 1 0 " 7'-4 3/4" 8'-5 1/2" 1'-10 3/4" 4'-7 1/4" 10'-3 3/4" 6'-1/2" 4" 4" 5'-9" 6'-2 1/4" 2'-1" 10'-9" 2 3/4" 7'-8" 2 3/4" 9'-3 3/4"2'-0"6'-5 1/2" 6'-8 1/4" 4" 4" 5'-8 1/4" 6'-2 1/4" 12'-10 3/4" 2 3/4" 7'-8" 2 3/4" 9'-9 1/2"9'-1/4" 6'-6" 7'-4 3/4" 6'-1 1/4" 169'-1" 7'-1" 3 3/4" 6'-1 3/4" 6'-8 1/2" 6'-8 1/2" 5'-8 3/4" 6'-3 1/2" 1" 6'-1" 6'-2 1/4" 5'-0" 5'-0" 3'-3/4" 2'-4 1/2" 5'-3 1/2" 2" 5'-7 1/2" 5'-9" 6'-11 3/4" 6'-2" 4" 4" 5'-8 1/4" 6'-2 1/4" 5'-1/2" 5'-0" 3'-1" 2'-4 1/4" 5'-3 3/4" 2" 6'-1 3/4" 5'-9 1/4" 6'-11 1/2" 6'-11 1/2" 5'-7 3/4" 3 3/4" 7'-1"3 3/4" 2x10 STUD WALL INSIDE FACE FLUSH w/ ADJACENT WALL TYPE B BATH OPTION B TYPE B BATH OPTION B ENTRY WALKWAY SIDEWALK, RE: CIVIL STAIR 2 BEDROOM 1 BEDROOM 2 CL CL BATH DINING PATIO DINING BEDROOM CL BATH LIVING ROOM GAS W.H. CL UTIL. CL LIVING ROOM UTIL. PATIO ENTRY PATIO CL CL KITCHEN BEDROOM 3 CL BEDROOM 2LIVING ROOM DINING BEDROOM 1 BATH BEDROOM 1 BEDROOM 2 ENTRY PATIO ENTRY PATIO PNTRY/ UTIL KITCHEN PNTRY /UTIL KITCHEN PNTRY CL CL BATH DINING GAS W.H.CL LIVING ROOM UTIL. KITCHEN PNTRY /UTIL CL KITCHEN BEDROOM 3 CL BEDROOM 2 LIVING ROOM DINING BEDROOM 1 BATH GAS W.H. UTIL. PNTRY /UTIL GAS W.H. CL 102 2 BDRM 958 SF 104 2 BDRM 958 SF 105 3 BDRM 1089 SF 103 1 BDRM 768 SF 101 3 BDRM 1089 SF GAS W.H. LIN LIN STAIR 1 STAIR 3 CL CL UTIL. TYPE A BATH 1/ A 4 . 1 1/ A 4 . 1 2/ A 4 . 1 2/ A 4 . 1 2/A4.2 2/A4.2 9 9 5 A4.4 2 A2.1 4/ A 4 . 1 4/ A 4 . 1 DN DN DN 1 2 3 4 5 6 7 8 9 UP 20 R I S E R S ( 6 3 / 8 " ) 1 2 3 4 5 6 7 8 9 10 11 12 UP 20 R I S E R S ( 6 3 / 8 " ) B 5' - 0 " 5' - 0 " B1 4' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " 201R 6' - 8 " 3' - 0 " B 5' - 0 " 5' - 0 " 20 2 R 6'-8" 3'-0" A 5' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " 201R 6' - 8 " 3' - 0 " 20 2 R 6'-8" 3'-0" B 5' - 0 " 5' - 0 " B 5' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " 20 2 L 6'-8" 3'-0"C 5'- 0" 3'- 0" 201R 6' - 8 " 3' - 0 " A 5' - 0 " 5' - 0 " C2 4'-6" 2'-6" B1 4' - 0 " 5' - 0 " B1 4' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " B1 4' - 0 " 5' - 0 " 201R 6' - 8 " 3' - 0 " 20 2 R 6'-8" 3'-0" 201L 6' - 8 " 3' - 0 " B 5' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " 20 2 R 6'-8" 3'-0" C 5'- 0" 3'- 0" C1 5'-0" 2'-6" B 5' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " C3 4'-0" 2'-0" 3 3 1 1 2 2 4 4 5 5 6 6 7 7 8 8 10 10 C C E E F F G G D D B B A A F F F F F D W DW D W D W W1 W1 W1W1W1W1 W1 W1 W1W1W1 W1 W2 W1 W1 W1 W1 W1 W1W1W1 W1 W5 W5 W5 W5 RE DW RE DW RE DW RE DW RE DW W2 W2 W2 W1 W1 W2W2 W2W1 W1 WDR 1 A4.3 3 A4.4 3 A4.5 4 A2.1 5/ A 4 . 1 5/ A 4 . 1 3/ A 4 . 1 3/ A 4 . 1 6/ A 4 . 1 6/ A 4 . 1 2/ A 4 . 0 2/ A 4 . 0 1/A4.2 1/A4.2 1/A4.0 1/A4.0 2/A4.3 3' - 7 1 / 4 " 4' - 2 1 / 4 " 19 ' - 5 " 12 ' - 4 3 / 4 " 3' - 1 0 " 2' - 9 1 / 2 " 2' - 3 3 / 4 " 2' - 3 3 / 4 " 2' - 3 3 / 4 " 2' - 3 3 / 4 " 2' - 3 3 / 4 " 5' - 1 1 1 / 4 " 6' - 1 1 1 / 4 " 3'-4 1/4"3"10'-4" 2' - 1 / 2 " 4' - 2 1 / 4 " 10 ' - 7 1 / 4 " 8 ' - 9 3 / 4 " 1 0 ' - 4 1 / 4 " 3' - 2 1 / 4 " 9' - 1 1 1 / 2 " 9 ' - 5 1 / 2 " 6' - 7 1 / 2 " 3' - 8 3 / 4 " 2' - 3 / 4 " 169'-1" 7'-4 3/4"31'-7 3/4"25'-4"7'-8"25'-0"25'-4"7'-8"31'-7 3/4"7'-4 3/4" 3' - 7 1 / 4 " 4' - 2 1 / 4 " 19 ' - 5 " 1 2 ' - 4 3 / 4 " 3 ' - 1 0 " 13'-1 1/4" 2 3/4" 2 3/4" 11'-5" 7'-4 3/4" 8'-5 1/2" 1'-10 3/4" 4'-7 1/4" 10'-3 3/4" 6'-1/2" 4" 4" 5'-9" 6'-2 1/4" 2'-1" 10'-9" 2 3/4" 7'-8" 2 3/4" 9'-3 3/4" 2'-0" 6'-5 1/2" 6'-8 1/4" 4" 4" 5'-8 1/4" 6'-2 1/4" 12'-10 3/4" 2 3/4" 7'-8" 2 3/4" 9'-9 1/2"9'-1/4" 6'-11 1/2" 8'-6 1/4" 4'-6 1/4" 7'-1" 3 3/4" 6'-1 3/4" 6'-8 1/2" 6'-8 1/2" 5'-8 3/4" 6'-3 1/2" 1" 6'-1" 6'-2 1/4" 5'-0" 5'-0" 3'-3/4" 2'-4 1/2" 5'-3 1/2" 2" 5'-7 1/2" 5'-9" 6'-11 3/4" 6'-2" 4" 4" 5'-8 1/4" 6'-2 1/4" 5'-1/2" 5'-0" 3'-1" 2'-4 1/4" 5'-3 3/4" 2" 6'-1 3/4" 5'-9 1/4" 6'-11 1/2" 6'-11 1/2" 5'-7 3/4" 3 3/4" 7'-1" 3 3/4" ROOF ABOVE ROOF ABOVE STAIR 2 WALKWAYWALKWAY BEDROOM 1 BEDROOM 2 BATH CL CL BATH DINING 2 BDRM 958 SF DECK KITCHEN DINING BEDROOM CL BATH LIVING ROOM 1 BDRM 768 SF CL UTIL. CL LIVING ROOM ENTRY ENTRY UTIL. DECK ENTRY DECK KITCHEN BEDROOM 3 BEDROOM 2 LIVING ROOM DINING BEDROOM 1 UTIL. 3 BDRM 1089 SF STAIR 1 BEDROOM 1 BEDROOM 2 BATH CL CL BATH DINING 2 BDRM 958 SF CL KITCHEN LIVING ROOM ENTRY UTIL. DECK DECK CL CL KITCHEN BEDROOM 3 CL BEDROOM 2 LIVING ROOM DINING BEDROOM 1 BATH BATH UTIL. 3 BDRM 1089 SF PNTRY/ UTILPNTRY/UTIL PNTRY/ UTIL P CL CL BATH PNTRY/ UTIL CL BATH KITCHEN LIN LIN STAIR 3 ENTRY GAS W.H. CL GAS W.H. GAS W.H. GAS W.H. GAS W.H. CL 70' 1/ A 4 . 1 1/ A 4 . 1 2/ A 4 . 1 2/ A 4 . 1 2/A4.2 2/A4.2 9 9 4/ A 4 . 1 4/ A 4 . 1 REF N REF N 1 1/8" = 1'-0" Main Floor Plan 2 1/8" = 1'-0" Second Floor Plan 07/17/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS FLOOR PLANS 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g 301R 6' - 8 " 3' - 0 " DN DN B2 2'-0" 5'-0" B 5' - 0 " 5' - 0 " B1 4' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " 301R 6' - 8 " 3' - 0 " B 5' - 0 " 5' - 0 " 30 2 R 6'-8" 3'-0" A 5' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " B 5' - 0 " 5' - 0 " 301R 6' - 8 " 3' - 0 " 30 2 R 6'-8" 3'-0" B1 4' - 0 " 5' - 0 " B1 4' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " B2 2'-0" 5'-0" B1 4' - 0 " 5' - 0 " 30 2 R 6'-8" 3'-0" 3 3 1 1 2 2 4 4 5 5 6 6 7 7 8 8 10 10 C C E E F F G G D D B B A A D F F F WDW D W W1W1W1W1 W1W1 W1 W1W1W1 W1 W5 W5 RE DW RE DW RE DW W2 W2 W1 W2W2 W2 W1 1 A4.4 1 A4.5 5/ A 4 . 1 5/ A 4 . 1 3/ A 4 . 1 3/ A 4 . 1 6/ A 4 . 1 6/ A 4 . 1 2/ A 4 . 0 2/ A 4 . 0 1/A4.2 1/A4.2 1/A4.0 1/A4.0 2/A4.3 3' - 7 1 / 4 " 4' - 2 1 / 4 " 19 ' - 5 " 12 ' - 4 3 / 4 " 3' - 9 1 / 2 " 3' - 0 " 2' - 3 3 / 4 " 5' - 5 " 13'-1 1/4" 2 3/4" 7'-8" 2 3/4" 11'-5" 2' - 3 3 / 4 " 2' - 3 3 / 4 " 169'-1" 1" 6'-1" 6'-2 1/4" 2'-1" 10'-11 3/4"7'-8"9'-6 1/2"2'-0"6'-5 1/2" 6'-8 1/4" 4" 4" 5'-8 1/4" 6'-2 1/4" 2'-1" 10'-9 3/4" 2 3/4" 7'-8" 2 3/4" 2 1/4" 13'-1 1/2" 5' - 1 0 3 / 4 " 1" 6'-1" 6'-2 1/4" 5'-0" 5'-0" 3'-3/4" 2'-4 1/2" 5'-3 1/2" 2" 5'-7 1/2" 5'-9" 6'-11 3/4" 6'-2" 8" 5'-8 1/4" 6'-2 1/4" 5'-1/2" 5'-0" 3'-1" 2'-4 1/4" 4'-11 1/2" 4 1/4" 5" 36 ' - 0 " 35 ' - 7 3 / 4 " 1/ A 4 . 1 1/ A 4 . 1 2/ A 4 . 1 2/ A 4 . 1 WALL BELOW WALL BELOW ROOF ABOVE ROOF BELOW ROOF ABOVE NOTE 2x10 EXTERIOR WALL AT EAST END TO FLUSH w/ STAIR WALL STAIR 3STAIR 2 BEDROOM 1 BEDROOM 2 BATH CL CL BATH DINING 2 BDRM 958 SF DECK KITCHEN DINING BEDROOM CL BATH LIVING ROOM 1 BDRM 768 SF GAS W.H. CL UTIL. CL KITCHEN LIVING ROOM ENTRYENTRY UTIL. DECK BEDROOM 1 BEDROOM 2 BATH CL CL BATH DINING 2 BDRM 958 SF GAS W.H. CL KITCHEN LIVING ROOM ENTRY UTIL. DECK PNTRY/ UTIL PNTRY PNTRY /UTILLIN LIN 2/A4.2 2/A4.2 9 9 4/ A 4 . 1 4/ A 4 . 1 HARDIE TRIM BOARDS WOOD BLOCKING EXTERIOR SHEATHING GAP AND CAULKING CONTINUOUS GYP AT WALLS ENCLOSING EXIT STAIR HARDIE TRIM BOARDS WOOD BLOCKING 1" XPS or POLYISO RIGID FOAM EXTERIOR SHEATHING GAP AND CAULKING HORIZONTAL SIDING VERTICAL SIDING HANDRAIL HARDIE TRIM BOARDS WOOD FRAMING 1" XPS or POLYISO RIGID FOAM EXTERIOR SHEATHING GAP AND CAULKING HARDIE TRIM BOARDS WOOD BLOCKING 1" XPS or POLYISO RIGID FOAM EXTERIOR SHEATHING GAP AND CAULKING HARDIE TRIM BOARDS WOOD FRAMING 1" XPS or POLYISO RIGID FOAM EXTERIOR SHEATHING GAP AND CAULKING HORIZONTAL SIDING HORIZONTAL SIDING HARDIE TRIM BOARDS WOOD BLOCKING EXTERIOR SHEATHING ONE LAYER GYP EA SIDE EXTENDS TO BACKSIDE OF WALL SHEATHING 1" XPS or POLYISO RIGID FOAM REF N 1 1/8" = 1'-0" Third Floor Plan 2 1" = 1'-0" PLAN DETAIL6 1" = 1'-0" PLAN DETAIL 5 1" = 1'-0" PLAN DETAIL 4 1" = 1'-0" PLAN DETAIL 3 1" = 1'-0" PLAN DETAIL7 1" = 1'-0" PLAN DETAIL 07/17/2020 1 1a 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.2 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS UNIT PLANS 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g 8/5/2020 UP B 5'- 0" 5'-0" B 5'- 0" 5'-0" 10 3'-0 " B 5'- 0" 5'- 0" A 5'- 0" 5'- 0" A 5'- 0" 5'- 0" 101R 6' - 8 " 3' - 0 " 10 2 R 6'-8" 3'-0" B 5'-0" 5'-0" C 5'-0" 3'-0" RE F DW W 3 3 4 4 5 5 D W DR F1F2 F1F2 F1 F2 11 1a 6'-2 3/4" 2'-7 1/4" 2'-8 1/4" 10" 1'-2 1/4" 2'-4 3/4"2'-6 1/4" 2'-8" 5' - 3 " 1' - 7 1 / 2 " 3' - 5 3 / 4 " 4' - 1 1 " 2 ' - 6 3 / 4 " 6 ' - 7 3 / 4 " 2 ' - 1 0 1 / 2 " 2 ' - 1 1 / 4 " 7 ' - 9 3 / 4 " 2' - 4 1 / 2 " 1' - 3 " 1' - 5 1 / 4 " 3' - 3 1 / 2 " 2 ' - 1 1 / 4 " 2'-1/2" 1'-9 5/8" 8'-5 1/8" 6'-1 1/8"2'-2" 7' - 7 " 2' - 4 3 / 4 " 5'-4 1/4" 6'-1 1/2" 5'-10 3/4" 4'-1/4" 10 3 L 2'-10" 6'-8" 10 4 R 2'-10" 6'-8" 10 3 L 2'-10" 6'-8" 10 8 L 2'-10" 6'-8" 105 4' - 0 " 6' - 8 " 109L 2' - 8 " 6' - 8 " 104L 2' - 1 0 " 6' - 8 " 105 4' - 0 " 6' - 8 " 111R 2' - 6 " 6' - 8 " 11 0 R 2'-4" 6'-8" 11 2 R 1'-6" 6'-8" (3) SHELVES (4) SHELVES RATED GYP EXTENDS BEHIND SHOWER - PROVIDE ADD'L LAYER AT WEST WALL OF BATH NOTE UNIT 104 IS TYPE 'A', RE: 5/A7.2 EXTENDED COUNTER FOR WORK SURFACE UNIT 104, RE: 1/A7.2 STAIRS ENTRY WALKWAY STAIRS BEDROOM 1 BEDROOM 2 CL CL MASTER BATH DINING 2 BDRM 958 SF DECK CL LIVING ROOM ENTRY DECK DECK KITCHEN 2 BDRM PNTRY/UTIL LAUNRY 2 BDRM BATH 2 TYPE B OPTION B LIN. RO D + S H E L F ROD+SHELF ROD+SHELF A B C D E F G W5 W1 W2 W1 W1 W2 W5 W1W1 W1 W1 W1 A B C D E F G A B C D E F G W4 W4 W4 UP DN B 5'-0" 5'-0" B 5'-0" 5'-0" B 5'-0" 5'-0" B 5'-0" 5'-0" A 5'-0" 5'-0" 10 2 L 6'-8" 3'-0" C 5'-0" 3'-0" 101R 6' - 8 " 3' - 0 " A 5'-0" 5'-0" C2 4'-6" 2'-6" RE F DW D W 3 3 1 1 2 2 C E F G D F1F2 F1 F2 F1 F2 F1 F2 B A 1 13'-8 1/2" 12'-9 1/2" 12'-2" 6'-5"2'-1" 3'-6 3/4" 6'-2 3/4" 2'-8" 2'-2 1/4"1'-11" 4'-7 1/2"3'-8 1/2" 3'-7 3/4" 2'-3 3/4"8'-6" 2'-2 1/2" 3'-2" 1'-9 1/2" 1'-6" 3'-6" 3'-9" 2'-2" 1'-9" 2'-4 3/4" 12'-9 1/2"12'-2 1/2" 4' - 1 1 / 4 " 2 ' - 6 " 2 ' - 6 " 5 1 / 2 " 5 1 / 2 " 1 0 ' - 9 3 / 4 " 13 ' - 1 1 5 / 8 " 5 3 / 4 " 2' - 3 " 2' - 5 1 / 2 " 4 ' - 3 1 / 4 " 1' - 2 3 / 4 " 3' - 1 1 " 1' - 9 3 / 4 " 1' - 1 0 1 / 2 " 2' - 1 " 3' - 7 1 / 4 " 1' - 9 1 / 4 " 2 ' - 0 " 3' - 8 3 / 4 " 3'-2 1/2" 10 3 R 2'-10" 6'-8" 10 4 R 2'-10" 6'-8" 10 3 L 2'-10" 6'-8" 109R 2' - 8 " 6' - 8 " 106R 2' - 6 " 6' - 8 " 106R 2' - 1 0 " 6' - 8 " 104L 2' - 1 0 " 6' - 8 " 106L 2' - 6 " 6' - 8 " 10 3 R 2'-10" 6'-8" 10 8 R 2'-10" 6'-8" 11 1 L 2'-6" 6'-8" 11 0 L 2'-4" 6'-8" NOTE RATED GYP CONTINUOUS BEHIND SHOWER, OFFSET INTERIOR PARTITION OR PROVIDE ADDITIONAL LAYER ON NORTH WALL OF BATH (3) SHELVES (4) SHELVES WALKWAY STAIRS ENTRY CL CL KITCHEN 3 BDRM LIVING ROOM DINING BEDROOM 1 BATH 1 3 BDRM 1089 SF PNTRY/ UTIL LAUNDRY 3 BDRM BEDROOM 3 BEDROOM 2 MASTER BATH TYPE B OPTION B RO D + S H E L F ROD+SHELF ROD+SHELF ROD+SHELF A B C D E F G W1 W1 W1 W1 W2 W1 W1 W1 W1 W1 W2 W5 W4 W4 W4 W4 W4 W4     )LUVW)ORRU(QODUJHG%GUP    )LUVW)ORRU(QODUJHG%GUP NOTE: INTERIOR WALLS ARE W2 UNLESS OTHERWISE INDICATED 08/05/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.3 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS UNIT PLANS 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g UP B 5' - 0 " 5' - 0 " B 5' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " 10 2 R 6'-8" 3'-0" C 5' - 0 " 3' - 0 " C 5' - 0 " 3' - 0 " A 5' - 0 " 5' - 0 " 101L 6' - 8 " 3' - 0 " C1 5'-0" 2'-6" 100 6' - 8 " 3' - 0 " F F D W 7 7 8 8 10 10 C E F G D RE DW RE DW F1F2 F1 F2 F1 F2 F1 F2 B A 1 3'-10 1/2"4'-6 1/2" 13 ' - 1 1 / 4 " 2' - 9 1 / 2 " 2' - 1 " 3 ' - 8 1 / 2 " 3 ' - 7 1 / 2 " 2' - 1 3 / 4 " 8' - 6 1 / 2 " 6'-3 1/8"5'-5 3/4"5'-10 3/4" 2'-8" 1'-9"3'-1/2" 3'-6" 3'-7"4'-10 1/2" 2' - 8 1 / 4 " 2' - 3 3 / 4 " 6" 12 ' - 3 " 5' - 1 / 4 " 1 ' - 9 1 / 4 " 1 ' - 1 0 " 2 ' - 2 " 2'-1" 1'-9 1/4"2'-4 3/4" 5'-6 1/2" 2'-4 3/4" 6'-8 1/2" 1'-10 3/4" 2'-6" 2'-8" 106R 2' - 6 " 6' - 8 " 106L 2' - 6 " 6' - 8 " 104L 2' - 1 0 " 6' - 8 " 106L 2' - 1 0 " 6' - 8 " 109R 2' - 8 " 6' - 8 " 10 3 L 2'-10" 6'-8"10 3 L 2'-10" 6'-8" 10 4 R 2'-10" 6'-8" 11 1 R 2'-6" 6'-8" 10 3 R 2'-10" 6'-8" 10 8 R 2'-10" 6'-8" 11 0 R 2'-4" 6'-8" (3) SHELVES (4) SHELVES WALKWAY DECK DINING KITCHEN CL CL KITCHEN BEDROOM 3 CL BEDROOM 2 LIVING ROOM DINING BEDROOM 1 BATH 3 BDRM 1089 SF PNTRY/UTIL CL RO D + S H E L F ROD+SHELF ROD+SHELF ROD+SHELF MASTER BATH TYPE B OPTION B 9 9 W5 W1 W1 W1 W1 W1 W1 W1 W1 W1 W4 W1 W2 A B C D E F G W1 W4 W4 W4 W4 W4 5' - 1 1 1 / 4 " 5' - 1 1 1 / 2 " 2' - 0 " 6" 9' - 9 3 / 4 " 5' - 3 1 / 2 " 5' - 6 " UP A 5' - 0 " 5' - 0 " 101R 6' - 8 " 3' - 0 " B 5' - 0 " 5' - 0 " 10 2 R 6'-8" 3'-0" A 5' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " B 5' - 0 " 5' - 0 " B 5' - 0 " 5' - 0 " RE F RE F DWW 5 5 6 6 DR F1F2 F1 F2 1 10 ' - 6 3 / 4 " 1' - 8 1 / 4 " 5' - 4 " 7' - 2 " 7' - 3 / 4 " 6'-1 1/2" 2'-1 1/2" 2' - 1 0 " 5'-1 3/4" 2' - 9 " 3 ' - 1 0 " 1' - 1 0 1 / 2 " 2' - 1 3 / 4 " 8'-5 1/2" 106R 2' - 1 0 " 6' - 8 " 104R 2' - 1 0 " 6' - 8 " 10 8 R 2'-10" 6'-8" 10 4 R 2'-10" 6'-8" 10 3 R 2'-10" 6'-8" 109R 2' - 8 " 6' - 8 " 11 0 L 2'-4" 6'-8" 10 7 R 1'-6" 6'-8" (4) SHELVES DINING BEDROOM CL BATH TYPE B OPTION B LIVING ROOM 1 BDRM 768 SF CL KITCHEN PNTRY RO D + S H E L F RO D + S H E L F A B C D E F G A B C D E F G W1 W1 W1 W1 W5W5 W2 W1W1 W4 W4 W4 6'-8 5/8"3'-4 1/4" 1'-7 3/4" 2'-3 3/8" 1'-9" 2'-4 3/4" 2 1/4" = 1'-0" First Floor Enlarged 3 Bdrm-21 1/4" = 1'-0" First Floor Enlarged 1 Bdrm NOTE: INTERIOR WALLS ARE W2 UNLESS OTHERWISE INDICATED 07/17/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.4 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS UNIT PLANS 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g DNUP B 5'- 0" 5'- 0" B1 4'- 0" 5'- 0" 2 3' 0 " B 5'- 0" 5'- 0" A 5'- 0" 5'- 0" A 5'- 0" 5'- 0" 201R 6' - 8 " 3' - 0 " 20 2 R 6'-8" 3'-0" B 5'- 0" 5'- 0" C 5'- 0" 3'- 0" 3 3 4 4 5 5 F D W RE DW WDR F1F2 F1 F2 6'-2 3/4" 5'-3 1/2" 5' - 9 3 / 8 " 1 ' - 6 1 / 4 " 2 ' - 6 3 / 4 " 7' - 1 0 " 3' - 8 1 / 2 " 8' - 4 1 / 4 " 6' - 1 0 1 / 2 " 3' - 1 1 1 / 4 " 2'-5 1/4"2'-6 1/4" 2'-8" 2' - 4 3 / 4 " 5'-4 1/4"6'-1 1/2" 1' - 6 1 / 2 " 6' - 6 1 / 2 " 10 1/2" 6'-1"2'-2" 205 4' - 0 " 6' - 8 " 204L 2' - 6 " 6' - 8 " 211R 2' - 6 " 6' - 8 " 209L 2' - 8 " 6' - 8 " 20 3 L 2'-8" 6'-8" 20 4 R 2'-6" 6'-8" 20 3 R 2'-8" 6'-8" 21 0 R 2'-4" 6'-8" 20 8 L 2'-8" 6'-8" 21 2 R 1'-6" 6'-8" (3) SHELVES (4) SHELVES STAIRS WALKWAY BEDROOM 1 BEDROOM 2 BATH CL CL BATH DINING 2 BDRM 958 SF DECK CL LIVING ROOM ENTRY UTIL. DECK PNTRY/UTIL KITCHEN LIN RO D + S H E L F ROD+SHELF ROD+SHELF A B C D E F G W6 W1 W4 W1 W1 W1 W1 W4 W6 W1W1W1 W1 A B C D E F G W4 W4 W4 10 ' - 5 1 / 4 " DN B 5'- 0" 5'- 0" B1 4'- 0" 5'- 0" B 5'- 0" 5'- 0" B 5'- 0" 5'- 0" A 5'- 0" 5'- 0" 20 2 L 6'-8" 3'-0" C 5'- 0" 3'- 0" 201R 6' - 8 " 3' - 0 " A 5'- 0" 5'- 0" C2 4'-6" 2'-6" 3 3 1 1 2 2 C E F G D B A F D W RE DW F1F2 F1 F2 F1 F2 13 ' - 1 / 4 " 1' - 8 1 / 4 " 2' - 3 / 4 " 1 ' - 9 " 2 ' - 0 " 3 ' - 9 " 1' - 1 1 1 / 2 " 9' - 9 1 / 4 " 2' - 1 0 " 6" 9' - 9 3 / 4 " 9' - 8 1 / 4 " 4'-1 1/2" 1'-4 3/4" 4'-7 1/4" 3'-7" 3'-0" 2' - 4 1 / 2 " 4' - 5 / 8 " 2'-1 5/8" 1'-9 3/8" 2'-4 3/4" 9 3/4" 1'-6" 8'-9 1/4"1'-11" 5'-5"2'-8"2'-2 1/4"1'-11" 2' - 9 3 / 4 " 2 ' - 5 3 / 4 " 5 1 / 2 " 12 ' - 1 / 2 " 3' - 9 3 / 4 " 12 ' - 1 1 3 / 4 " 1' - 5 3 / 4 " 6'-0"2'-1" 20 3 R 2'-8" 6'-8" 20 4 R 2'-6" 6'-8" 20 3 L 2'-8" 6'-8" 206R 2' - 6 " 6' - 8 " 206R 2' - 6 " 6' - 8 " 204L 2' - 6 " 6' - 8 " 209R 2' - 8 " 6' - 8 " 206L 2' - 6 " 6' - 8 " 20 3 R 2'-8" 6'-8" 20 8 R 2'-8" 6'-8" 21 0 L 2'-6" 6'-8" 21 1 L 2'-6" 6'-8" (3) SHELVES (4) SHELVES NOTE RATED GYP CONTINUOUS BEHIND SHOWER, OFFSET INTERIOR PARTITION OR PROVIDE ADDITIONAL LAYER ON NORTH WALL OF BATH ENTRY DECK KITCHEN BEDROOM 3 BEDROOM 2 LIVING ROOM DINING BEDROOM 1 UTIL. 3 BDRM 1089 SF STAIRS CL CL BATH PNTRY/ UTIL BATH RO D + S H E L F ROD+SHELF ROD+SHELF ROD+SHELF A B C D E F G W1 W1 W1 W1 W2 W1 W1 W1 W1 W1 W2 W5 W4 W4 W4 W4 W4 5' - 9 " 3' - 1 1 1 / 4 " 4'-7 1/2" 3'-8 1/2" 2 1/4" = 1'-0" Second Floor Enlarged 2 Bdrm1 1/4" = 1'-0" Second Floor Enlarged 3 Bdrm-3 NOTE: INTERIOR WALLS ARE W2 UNLESS OTHERWISE INDICATED 07/17/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.5 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS UNIT PLANS 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g DNUP B1 4' - 0 " 5' - 0 " 201L 6' - 8 " 3' - 0 " B 5' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " 20 2 R 6'-8" 3'-0" C 5' - 0 " 3' - 0 " C1 5'-0" 2'-6" B 5' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " C3 4'-0" 2'-0" 7 7 8 8 10 10 C E F G D B A F F DW RE DW RE DW F1F2 F1 F2 F1 F2 1'-6 1/2" 3'-1 7/8" 3'-5 1/4" 3'-7 3/4" 2' - 3 / 4 " 4 ' - 3 1 / 2 " 2' - 9 3 / 4 " 3'-10 1/2" 4'-6 1/2"9'-1 1/4" 1'-10 3/4" 2'-6" 3' - 2 1 / 4 " 8' - 1 1 1 / 4 " 2' - 9 1 / 4 " 2 ' - 1 " 3 ' - 8 1 / 2 " 3 ' - 7 1 / 2 " 10 ' - 8 1 / 4 " 6'-3 3/4"5'-10"6'-0"2'-1" 4'-10 1/4" 2'-3 3/4" 4'-1 1/2" 2'-8" 4'-4 3/4" 5' - 3 1 / 2 " 6 " 12 ' - 3 " 6' - 4 " 1' - 1 0 " 2' - 2 " 2'-1" 1'-8 3/4"2'-4 3/4"5'-7" 2'-11 1/2" 20 3 R 2'-8" 6'-8"20 3 L 2'-8" 6'-8" 20 4 R 2'-6" 6'-8" 21 1 R 2'-6" 6'-8" 20 3 R 2'-8" 6'-8" 20 8 R 2'-8" 6'-8" 21 0 L 2'-4" 6'-8" 209R 2' - 8 " 6' - 8 " 206L 2' - 6 " 6' - 8 " 204L 2' - 6 " 6' - 8 " 206L 2' - 6 " 6' - 8 " 206R 2' - 6 " 6' - 8 " (3) SHELVES (4) SHELVES WALKWAY ENTRY DECK CL CL KITCHEN BEDROOM 3 CL BEDROOM 2 LIVING ROOM DINING BEDROOM 1 BATH BATH UTIL. 3 BDRM 1089 SF PNTRY/ UTIL CL RO D + S H E L F ROD+SHELF ROD+SHELF ROD+SHELF 9 9 W5 W1 W1 W1 W1 W1 W1 W1 W1 W2 W1 W1 W1 A B C D E F G W4 W4 W4 W4 5' - 1 1 1 / 4 " 6' - 1 " 1' - 1 0 1 / 2 " 11 1 / 2 " 3' - 0 " 6' - 9 3 / 4 " 4' - 1 0 " 5' - 6 " DNUP A 5' - 0 " 5' - 0 " 201R 6' - 8 " 3' - 0 " B 5' - 0 " 5' - 0 " 20 2 R 6'-8" 3'-0" A 5' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " B1 4' - 0 " 5' - 0 " B1 4' - 0 " 5' - 0 " 5 5 6 6 F F RE DW RE WDR F1F2 F1 F2 5'-1 3/4"4'-1 1/2" 1'-9 3/4" 4'-1 1/2"8'-5 1/2" 2' - 8 1 / 2 " 3 ' - 9 3 / 4 " 2 ' - 9 " 3 ' - 0 " 6' - 9 1 / 4 " 3' - 1 1 1 / 4 " 2' - 1 0 " 9' - 5 " 6'-1 1/2"2'-1 1/2" 204R 2' - 6 " 6' - 8 " 204R 2' - 6 " 6' - 8 " 209R 2' - 8 " 6' - 8 " 20 3 R 2'-8" 6'-8" 20 7 R 1'-6" 6'-8" 21 0 L 2'-6" 6'-8" 20 4 L 2'-6" 6'-8" 20 8 R 2'-8" 6'-8" (4) SHELVES KITCHEN DINING BEDROOM CL BATH LIVING ROOM 1 BDRM 768 SF CL UTIL. ENTRY PNTRY/ UTIL RO D + S H E L F RO D + S H E L F A B C D E F G A B C D E F G W1 W1 W1 W1 W5W5 W2 W1W1 W4W4 W4 2'-3 1/4" 1'-9" 2'-4 3/4"3'-7 3/4" 1'-11 1/4" 10 ' - 1 3 / 4 " 2 1/4" = 1'-0" Second Floor Enlarged 3 Bdrm-41 1/4" = 1'-0" Second Floor Enlarged 1 Bdrm-2 07/17/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.6 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS ROOF PLANS 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g 3 3 1 1 2 2 4 4 5 5 6 6 7 7 8 8 10 10 C C E E F F G G D D B B A A 8/12 8/12 8/12 8/12 8/12 8/12 8/12 8/12 8/12 8/12 3/12 3/12 3/12 3/12 8/12 8/12 3/12 8/12 8/12 8/12 8/12 8/12 8/12 8/12 8/12 8/12 8/12 8/12 8/12 8/12 8/12 8/12 4/12 4/12 4/12 4/12 4/12 4/12 8/12 7'-4 3/4"31'-7 3/4"25'-4"7'-8"25'-0"25'-4"7'-8"31'-7 3/4"7'-4 3/4" 169'-1" 3' - 7 1/ 4 " 4' - 2 1/ 4 " 31 ' - 9 3/ 4 " WALL BELOW WALL BELOW WALL BELOW WALL BELOW GUTTER GUTTER GUTTER GUTTER GUTTER GUTTER GUTTER GUTTERGUTTER GUTTER DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUTDOWNSPOUT DOWNSPOUT DOWNSPOUTDOWNSPOUT DOWNSPOUTDOWNSPOUTDOWNSPOUTDOWNSPOUT DOWNSPOUT DOWNSPOUT VENTED HARDIE SOFFIT INSTALL KICK-OUT FLASHING AT ALL INTERSECTIONS OF LOWER ROOF + WALL NOTE: IBC 1507.2.8.1- HIGH WIND > 120 mph THE UNDERLAYMENT SHALL BE ATTACHED IN A GRID PATTERN OF 12 INCHES (305 mm) BETWEEN SIDE LAPS WITH A 6-INCH (152 mm) SPACING AT THE SIDE LAPS. UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH SECTION 1507.2.8 EXCEPT ALL LAPS SHALL BE MINIMUM OF 4 INCHES (102 mm). UNDERLAYMENT SHALL BE ATTACHED USING METAL OR PLASTIC CAP NAILS WITH A HEAD DIAMETER OF NOT LESS THAN 1 INCH (25mm) WITH A THICKNESS OF AT LEAST 32-GAGE (0.34 mm) SHEET METAL. THE CAP NAIL SHANK SHALL BE MINIMUM OF 12 GAGE (2.67 mm) WITH A LENGTH TO PENETRATE THROUGH THE ROOF SHEATHING OR A MINIMUM OD 3/4 INCH (19.1 mm) INTO THE ROOF SHEATHING. 9 9 444//// 8/12 RIDGE VENT METAL RIDGE CAP METAL RIDGE CAP METAL RIDGE CAP METAL RIDGE CAP METAL RIDGE CAP METAL RIDGE CAP METAL RIDGE CAPMETAL RIDGE CAP RIDGE VENT RIDGE VENT RIDGE VENT UNIT 201 ROOF VENTING 1,089f / 300 = 3.63sf /2 = 1.82sf (262sq in) RIDGE VENT - 21.8' @ 12sq in/lf SOFFIT VENT - 52.4' @ 5sq in/lf (Hardie Soffit vent) UNIT 301-302 ROOF VENTING 1,726sf / 300 = 5.75sf /2 = 2.88sf (414sq in) RIDGE VENT - 34.5' @ 12sq in/lf SOFFIT VENT - 82.8' @ 5sq in/lf (Hardie Soffit vent) UNIT 303 ROOF VENTING 958sf / 300 = 3.2sf /2 = 1.6sf (230sq in) RIDGE VENT - 19.2' @ 12sq in/lf SOFFIT VENT - 46' @ 5sq in/lf (Hardie Soffit vent) UNIT 205 ROOF VENTING 1,089f / 300 = 3.63sf /2 = 1.82sf (262sq in) RIDGE VENT - 21.8' @ 12sq in/lf SOFFIT VENT - 52.4' @ 5sq in/lf (Hardie Soffit vent) ASPHALT ROOFING FIRE RATING (UL790) - CLASS A WIND SPEED CLASS - 130mph (Vasd) ASTM D D7158 - CLASS H ASTM D3161 - CLASS F ATTIC VENTING PER IBC 1203.3 EX.2 VENTILATION REQUIREMENT IS 1/300 WHERE 40%- 50% VENTILATION SUPPLIED BY RIDGE VENTS + BALANCE AT EAVES 2'-0" ICE+WATER SHIELD TO MIN 24" INSIDE OF EXTERIOR WALL (2 COURSES) UNDERLAYMENT ATTACHMENT PER IBC 1507.2.8.1 FOR HIGH WIND >120 mph, SEE NOTES 12 8T.O. Wall METAL GUTTER METAL DRIP EDGE FLASHING 1X8 FIBER CEMENT GUTTER ATTACHMENT ROOF UNDERLAYMENT ASPHALT SHINGLE, TYP. U.O.N. VENTED FIBER CEMENT SOFFIT SEALANT2x SUBFACIA 1x2 FIBER CEMENT TRIM BLOCKING R-49 BLOW IN ROOF INSULATION 2x6 WD STUDS @ 16" OC RE:STRUCTURE R-21 BATT INSULATION 1/2" SHEATHING RE:STRUCTURE 5/8" GWB FIBER CEMENT SIDING, RE: ELEVATIONS 1X2 FIBER CEMENT TRIM STAIRS 5/8" GWB 1/2" SHEATHING RE:STRUCTURE1" FOAM SHEATHING SEAMS TAPED R-21 BATT INSULATION GYPSUM CEILING ON METAL FRAMING R-49 BLOW IN ROOF INSULATION FIBER CEMENT SOFFIT FIBER CEMENT SIDING, RE: ELEVATIONS 2x6 WD STUDS @ 16" OC RE:STRUCTURE 1X2 FIBER CEMENT TRIM FIRE BLOCKING FIBER CEMENT SOFFIT 1X2 FIBER CEMENT TRIM 1X2 FIBER CEMENT TRIM FIBER CEMENT SOFFIT FIBER CEMENT SIDING, RE: ELEVATIONS METAL ROOF 1X10 FIBER CEMENT RAKE ROOF UNDERLAYMENT METAL DRIP EDGE FIBER CEMENT SOFFIT 1X2 FIBER CEMENT TRIM 2X SUBFASCIA T.O. Wall + 128'-3 7/8" METAL GUTTER METAL DRIP EDGE FLASHING 1X8 FIBER CEMENT ROOF UNDERLAYMENT FIBER CEMENT SOFFIT 2x SUBFACIA METAL ROOF SEE:ELEVATIONS 1X2 FIBER CEMENT TRIM TIMBER BEAM RE:STRUCTURE TIE DOWN RE:STRUCTURE BLOCKING METAL RIDE CAP CORRUGATED METAL ROOF RE:STRUCTURE FIBER CEMENT SOFFIT 1X2 FIBER CEMENT TRIM TIMBER BEAM RE:STRUCTURE FIBER CEMENT SOFFIT 1x2 FIBER CEMENT TRIM TIE DOWN RE:STRUCTURE FIBER CEMENT SOFFIT STICK FRAME RE:STRUCTURE METAL VALLEY ON ICE+WATER SHIELD TIMBER BEAM RE:STRUCTURE BLOCKING CORRUGATED METAL ROOF 1/ 2 " FIBER CEMENT SOFFIT 1x2 BATTEN 1x2 FIBER CEMENT FLASHING CAP AT BEAM TIMBER BEAM RE:STRUCTURE CORRUGATED METAL ROOF METAL EDGE TRIM 1x10 FASCIA FIBER CEMENT METAL GUTTER METAL DRIP EDGE FLASHING 1X8 FIBER CEMENT GUTTER ATTACHMENT ROOF UNDERLAYMENT FIBER CEMENT SOFFIT SEALANT 2x SUBFACIA 1x2 FIBER CEMENT TRIM BLOCKING REF N1 1/8" = 1'-0" Roof Plan 6 1" = 1'-0" SOFFIT/ROOF DETAIL8 1" = 1'-0" ROOF DETAIL 3 1" = 1'-0" SOFFIT/ROOF DETAIL 2 1" = 1'-0" ROOF DETAIL 4 1" = 1'-0" ROOF DETAIL5 1" = 1'-0" ROOF DETAIL7 1" = 1'-0" ROOF DETAIL 07/17/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A3.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS ELEVATIONS 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g 10 9 8 7 6 5 4 3 2 1 12 8 12 8 12 8128 128 128 3 A8.1 8 A4.4 1 1 6' - 6 " TY P 6" 2x HORIZ. SCREENING 2'x4' HARDIE PANELS BOARD & BATTEN ASPHALT SHINGLE, TYP. U.O.N.8" LAP SIDING BATH + LAUNDRY EXHAUSTS, REF: MECH. RE: CIVIL FOR DOWNSPOUT DRAINAGE ON NORTH ELEVATION 5/4 x 4 HORIZONTAL TRIM (w/ DRIP EDGE FLASHING) AT TRANSITIONS BETWEEN MATERIALS IN SAME PLANE, TYPICAL OVERHANG AT 2x10 WALL ABOVE, INSTALL SOFFIT BOARDLIGHT FIXTURE, RE: ELEC PROVIDE MOUNTING BLOCK AT LAP SIDING, TYP METAL ROOFING GUARD DETAILS FC H1 FC H2 FC V3 FC V4 FC H1 FC H1 FC H1 FC H1 FC H1 FC V4 FC V3 FC V3 FC H2 FC H2 FC H2 FC H2 FC H2 FC H2 NOTE: ALL SIDING MATERIALS TURN OUTSIDE CORNERS AND CONTINUE AT JOGS + RECESSES, TYPICAL (ALL MATERIAL TRANSITIONS OCCUR AT INSIDE CORNERS) T.O. Wall 117'-3" Second Floor 108'-7 3/8" Main Floor 97'-0" Third Floor 118'-2 3/4" Second Floor 110'-7 3/8" Third Floor 121'-2 3/4" T.O. Wall 130'-3 7/8" Main Floor 99'-0" Main Floor 101'-0" Second Floor 111'-7 3/8" T.O. Wall 120'-8 1/2" F E 12 8128 12 8 12 4 12 8 128 G CD 12 4 12 4 B A 3'-0" MIN 2x HORIZ. SCREENING METAL ROOFING 2'x4' HARDIE PANELS 42" HIGH RAILING GAS METERS MIN 3´FROM WINDOW OPG LAP SIDING FASTENED TO P.T. 2x4´s @ 16"o.c. CAST IN FOUNDATION WALL BATH + LAUNDRY EXHAUSTS, REF: MECH. MAINTAIN 6" FROM SIDING TO GRADE CEDARMILL PANEL SIDING IN SHED ROOF GABLES, TYP FC H1 FC H2 FC V4 FC H1 108'-7 3/8" Second Floor T.O. Wall 117'-8 1/2" Main Floor 98'-0" Second Floor 108'-7 3/8" T.O. Wall 117'-8 1/2" Main Floor 98'-0" .35" .5" .3 7 5 " CEMENT PANEL REVEAL BEAD (Fry Reglet or EQ) 5/16" FIBER CEMENT PANEL WALL STUD WALL SHEATHING FOAM SHEATHING/AWB FURRING STRIP (RAINSCREEN) 1 1/8" = 1'-0" North Elevation 2 1/8" = 1'-0" East Elevation 3 6" = 1'-0" REVEAL BEAD 07/17/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A3.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS ELEVATIONS 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g 1 2 3 4 5 6 7 8 9 10 128 12 8128128 128 12 8 128 12 8 128 12 8 3 A8.1 1 11 ' - 3 " 37 ' 2'x4' HARDIE PANELS ASPHALT SHINGLE, TYP. U.O.N. 42" HIGH RAILING 8" LAP SIDING LIGHT FIXT. REF: ELEC.LIGHT FIXT. RE: ELEC. PROVIDE MOUNTING BLOCK AT LAP SIDING, TYP BATH EXHAUSTS, REF: MECH. PRECAST SPLASHBLOCK TYPICAL AT DOWNSPOUTS ON SOUTH ELEVATION 5/4 x 4 HORIZONTAL TRIM (w/ DRIP EDGE FLASHING) AT TRANSITIONS BETWEEN MATERIALS IN SAME PLANE, TYPICAL MAINTAIN 6" FROM SIDING TO GRADE TYPICAL GUARD DETAIL FC H1FC H2 FC V3 FC V4 NOTE: ALL SIDING MATERIALS TURN OUTSIDE CORNERS AND CONTINUE AT JOGS + RECESSES, TYPICAL (ALL MATERIAL TRANSITIONS OCCUR AT INSIDE CORNERS) FC V3FC V3 FC V3 FC V4 FC H2 FC H2 FC H2 FC H2 FC H2 FC H2 FC H1 FC H1 FC H1 FC H2 Main Floor 98'-0" Second Floor 108'-7 3/8" T.O. Wall 117'-8 1/2" T.O. Wall 127'-8 1/8" T.O. Wall 130'-3 7/8" Third Floor 121'-2 3/4" Second Floor 110'-7 3/8" Main Floor 99'-0" Third Floor 118'-2 3/4" Main Floor 100'-0" Main Floor 101'-0" Second Floor 111'-7 3/8" T.O. Floor 120'-8 1/2" Average Grade 99'-0" C E F G 12 8128 128 12 8128 12 3 DAB METAL ROOFING 2'x4' HARDIE PANELS 42" HIGH RAILING ELEC. METERS RE: ELEC. BATH + LAUNDRY EXHAUSTS, REF: MECH. RETAINING WALL RE: CIVIL FC H1 FC H2 FC V4 FC H1 Second Floor 111'-7 3/8" T.O. Wall 120'-8 1/2" Main Floor 101'-0" Second Floor 111'-7 3/8" T.O. Wall 120'-8 1/2" Main Floor 101'-0" 1 1/8" = 1'-0" South Elevation 2 1/8" = 1'-0" West Elevation 07/17/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS SECTIONS 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g G F E C Second Floor + 108'-7 3/8" T.O. Wall + 117'-8 1/2" H2 H2 D B A DINING KITCHEN DINING KITCHEN 128 12 8 Main Floor + 98'-0" H4 H4 LIVING ROOM LIVING ROOM 1 2 3 4 5 6 7 8 9 10 H2H2 H2 H2 H2 H2 H2 H2 3 A4.0 5 A8.1 2 A6.1 1 LIVING ROOM BDRM 1 BDRM 2 BATH BATH KITCHEN BDRM LIVING ROOM BATH KITCHEN BDRM 2 LIVING ROOM BDRM 1 KITCHEN BDRM 2 LIVING ROOM BDRM 1 LIVING ROOM BATH LIVING ROOM BATH LIVING ROOM KITCHEN BDRM LIVING ROOM BDRM LIVING ROOM LIVING ROOM BATH BATH KITCHEN LIVING ROOM BATH BATH KITCHEN LIVING ROOM LIVING ROOM BDRM 3 BDRM 2 Main Floor + 99'-0"Main Floor + 98'-0" Second Floor + 108'-7 3/8" T.O. Walls + 117'-8 1/2" Third Floor + 119'-2 3/4" T.O. Walls + 128'-3 7/8" Average Grade 99'-0" Third Floor + 121'-2 3/4" Second Floor + 111'-7 3/8" Main Floor + 101'-0" T.O. Wall + 120'-8 1/2" Second Floor + 110'-7 3/8" Main Floor + 100'-0" T.O. Walls + 130'-3 7/8" H4 H4 H4H4 H4 W1 W5 W5 6 A8.0 BATH BATH BATH BDRM 2 BDRM 2 Second Floor + 111'-7 3/8" Main Floor + 101'-0" T.O. Wall + 120'-8 1/2" Third Floor + 121'-2 3/4" Second Floor + 110'-7 3/8" Main Floor + 100'-0" H4 H4 T.O. Wall + 130'-3 7/8" H2 H2 3 H2 6 A8.0 6 A8.0 6 A8.0 10 ' - 7 3 / 8 " 10 ' - 7 3 / 8 " 9' - 1 1 / 8 " 8' - 0 " 19 ' - 8 1 / 2 " 10 ' - 7 3 / 8 " 9' - 1 1 / 8 " 8' - 0 " 8' - 0 " 30 ' - 3 7 / 8 " ASPHALT SHINGLE, TYP. U.O.N. EXTERIOR SIDING - RE: ELEVATIONS ASPHALT SHINGLE, TYP. U.O.N. METAL FLASHING GYPSUM CEILING WOOD TRUSS BOT. CHORD GYPSUM CEILING WITH RESILIENT CHANNEL LOOSE FILL INSULATION (ACOUSTIC) FLOOR TOPPING. WOOD BEAM, REFER TO STRUCTURE 2 1/8" = 1'-0" 3 BDRM SECTION 1 1/8" = 1'-0" LONGITUDINAL SECTION3 1/2" = 1'-0" Wall Section 07/17/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS SECTIONS 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g C E F G Second Floor + 111'-7 3/8" T.O. Wall + 120'-8 1/2" H2 H4 DAB Main Floor + 101'-0" 4 A4.3 1 BDRM 1CL. BDRM 3CL. 128 12 8 128 G F E C Second Floor + 108'-7 3/8" T.O. Wall + 117'-8 1/2" H4 H4 H2 H2 D B A 1 A8.1 BDRM 2 ENTRYBATHDECK BDRM 2 BATHDECK ENTRY SIM 128 12 8 128 12 8 123 12 3 Main Floor + 98'-0" H4 H2 C E F G Third Floor + 119'-2 3/4" Second Floor + 108'-7 3/8" T.O. Wall + 128'-3 7/8" DAB G1.0 UTIL. KITCHEN DININGCL. UTIL.KITCHEN DININGCL. UTIL. KITCHEN DININGCL.DECK DECK DECK 128 12 8 122 123 12 3122 Main Floor + 98'-0" H2.1 H2 H4 1 A8.1 G F E C H2H2 H2H2 H4H4 D B A 6 A4.5 1 STAIR DINING KITCHEN DINING DINING OPP 128 12 8 122 12 2 Third Floor + 119'-2 3/4" Second Floor + 108'-7 3/8" Main Floor + 98'-0" T.O. Wall + 128'-3 7/8" KITCHEN KITCHEN C E F G Third Floor + 121'-2 3/4" Second Floor + 110'-7 3/8" Main Floor + 100'-0" T.O. Wall + 130'-3 7/8" H2 H2 H2 H2 H2 H2 H4 H4 H4 DAB BDRM 2 BATH BDRM 1 CL. BDRM 2 BATH BDRM 1CL. BDRM 2 BATH BDRM 1CL. 128 12 8 12 3 C E F G Third Floor + 121'-2 3/4" Second Floor + 110'-7 3/8" Main Floor + 99'-0" T.O. Wall + 130'-3 7/8" H2 H2 DAB 1 A8.0 LIVING ROOMDINING KITCHEN LIVING ROOMDINING KITCHEN LIVING ROOMDINING KITCHEN 128 12 8 H4 H4 1 1/8" = 1'-0" 3 BDRM SECTION3 1/8" = 1'-0" 3 BDRM ECTION 2 1/8" = 1'-0" 2 BDRM SECTION4 1/8" = 1'-0" 2 BDRM SECTION6 1/8" = 1'-0" 2 BDRM SECTION 5 1/8" = 1'-0" 1 BDRM SECTION 07/17/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.2 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS SECTIONS 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g 1 2 3 4 5 6 7 8 9 10 Second Floor + 111'-7 1/2" T.O. Wall + 120'-8 5/8" H2 H2 H2 H4 H4 H2 H2 H2 H2 H4 H2 H2 H2 H2 H4 H2 2 A8.1 1 LIVING ROOM BDRM 1 KITCHEN DINING KITCHEN LIVING ROOM DECK LIVING ROOM DECK BDRM 1 KITCHEN KITCHEN DECK DINING DINING BDRM 1 BDRM KITCHEN KITCHEN DECK DECK DECK LIVING ROOM DECK DECK BDRM 1 DECK DECK DECK DECK DECK BDRM 1 128 12 8 128 12 8 128 12 8 128 12 8 128 12 8 Main Floor + 101'-0" Third Floor + 121'-2 3/4" Second Floor + 110'-7 3/8" Main Floor + 100'-0"Main Floor + 99'-0"Main Floor + 98'-0" Second Floor + 108'-7 3/8" T.O. Walls + 117'-8 1/2" T.O. Walls + 128'-3 7/8" Third Floor + 119'-2 3/4" T.O. Wall + 129'-7 5/8" H4 H4H4 1 10 9 8 7 6 5 4 3 2 1 Third Floor + 119'-2 3/4" Second Floor + 108'-7 3/8" T.O. Wall + 130'-3 7/8" T.O. Walls + 117'-8 1/2" Second Floor + 110'-7 3/8" Third Floor + 121'-2 3/4" Second Floor + 111'-7 3/8" T.O. Walls + 120'-8 1/2" 128 12 8 128 12 8 128 12 8 Main Floor + 98'-0" Main Floor + 100'-0" Main Floor + 101'-0" 1 1/8" = 1'-0" LONGITUDINAL SECTION 2 1/8" = 1'-0" LONGITUDINAL SECTION 07/17/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.3 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS STAIR 1 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 UP DN 19 R I S E R S ( 6 4 5 / 6 4 " ) W2 3' - 6 " A B C D 21 10 ' - 1 " 11 T @ 1 1 " 1' - 0 " 3'-4" 4 A 4 . 3 4 A 4 . 3 2 A4.3 2 A4.3 5 A4.3 5 DN W2 1' - 0 " 1' - 0 " 3' - 6 " 10 ' - 1 11 T @ 1 1 " 1' - 0 " 111'-5 7/8" +107'-7 1/2" 111'-4 1/2" HANDRAIL @ 36" ABOVE NOSING BOTH SIDES TOP + BOTTOM EXTENSIONS (1'-0") w/ RETURNS, TYP HANDRAIL MOUNTED TO WALL 4 A 4 . 3 4 A 4 . 3 2 A4.3 2 A4.3 5 A4.3 5 A4.3 A B C D 21 1 5' - 6 " 6 T @ 1 1 " 1' - 3 3 / 4 " 3' - 5 " 3'-4" 2 3/4" 3'-4" DIMENSIONS ARE OUT-OUT EDGE OF STRINGER Main Floor + 101'-0" T.O. Stair + 111'-5 7/8" 7 R I S E R S 7 R I S E R S 42" HIGH PRE-FAB METAL GUARDRAIL PRECAST/STEEL STAIR BEYOND 12 T.O. Stair + 111'-5 7/8" Main Floor + 101'-0" 3 A8.1 7 A4.3 1 1 3' - 1 0 3 / 8 " 7 R @ 6 5 / 8 " 3' - 1 0 3 / 8 " 7 R @ 6 5 / 8 " 3' - 6 " 6' - 8 " CL E A R 3' - 6 " 11" 6. 7 " 3 3 / 4 " DECK/LANDING BEYOND (NO HEAD HEIGHT CONFLICT) CONTINUOUS 1 1/2" DIA STEEL PIPE RAILING RETURN EXTENSIONS TO WALL/GUARD, TYP PRECAST TREAD w/ 11ga SHEET METAL RISER, TYP PRECAST CONC LANDING STEEL CHANNEL STAIR FRAMING, TYP NOTE: DECK SLOPES, RE PLAN MAINTAIN LEVEL TOP RAIL + MIN 42" HEIGHT 1 2 3 4 5 6 7 8 9 10 11 12 A B C D Main Floor + 101'-0" T.O. Stair + 111'-5 7/8" Landing + 107'-7 1/2" 6 A4.3 CONTINUOUS HANDRAIL AT INSIDE OF STAIR 42" HIGH GUARD 1 1/2" DIA STL PIPE HANDRAIL @ 36" PRE-CAST LANDING ON STEEL CHANNEL FRAMING 1 2 3" FIRE BLOCKING PRECAST CONC LANDING ON STEEL CHANNEL FRAME EXT OSB + GYP SHEATHING CONTINUOUS AT LANDING FIRE BLOCKING GYP CONTINUOUS TO UNDER SIDE OF FLOOR SHEATHING FIRE BLOCKING GYP CONTINUOUS THROUGH FLR. CLG TO UNDERSIDE OF FLOOR SHEATING NAILER 3 1/4" = 1'-0" Main Floor Plan - STAIR 1 1 1/4" = 1'-0" Second Floor Plan - STAIR 1 2 1/4" = 1'-0" Stair 1 Section4 1/4" = 1'-0" Stair 1 Section5 1/4" = 1'-0" Stair 1 Section7 1" = 1'-0" Stair Detail 6 1" = 1'-0" Stair Detail 07/17/2020 1 1a 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.4 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS STAIR 2 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g 8/5/2020 DN W2 W2  $     $    $$ $$ 54 C D 3'-6" 3' - 6 " 8 ' - 3 " 9 T R E A D S @ 1 1 " 11 ' - 9 " 3'-6" 3" 7'-3" 3' - 6 " 8 ' - 3 " 9 T R E A D S @ 1 1 " 1' - 0 " 3' - 4 " 121'-1 1/4" +115'-8 3/4" 121'-0 7/8" 120'-11 1/8" 120'-11 7/8" DN 1 2 3 4 5 6 7 8 9 UP 20 R I S E R S ( 6 3 / 8 " ) W2 W2 7 A4.4 1' - 0 " 1' - 0 " +105'-2 3/4"  $     $    $$ $$ 54 C D 3' - 6 " 8 ' - 3 " 9 T R E A D S @ 1 1 " 11 ' - 9 " 3' - 6 " 8 ' - 3 " 9 T R E A D S @ 1 1 " 3'-6" 3" 3'-6" 7'-3" 1' - 0 " 3' - 2 " 1' - 0 " 3' - 2 " 3' - 1 1 " 110'-5 7/8" 110'-3 3/4" 110'-4 1/2" 110'-5 1/2" 110'-5 7/8" 110'-3 3/4" 110'-4 1/2" 110'-5 1/2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20UP 20 R I S E R S ( 6 3 / 8 " ) W2 W2 C D 54 3' - 6 " 3' - 6 " 8 ' - 3 " 9 T R E A D S @ 1 1 " 1' - 0 " 3' - 2 " 3'-6" 4" 3'-6" 7'-4" 11 ' - 9 " 1' - 0 " 1' - 0 " 1 1 / 2 "  $     $    $$ $$ Main Floor + 100'-0" Second Floor + 110'-7 3/8" Third Floor + 121'-2 3/4" T.O. Wall + 130'-3 7/8" 7 A4.3 8 A4.4 1 3' - 6 " 6' - 8 " CL E A R 6' - 8 " CL E A R 3' - 6 " 3' - 6 " 5 1 / 2 " TY P O F 4 1' - 5 " 1' - 8 " 1" TY P O F 4 5 1 / 2 " TY P O F 4 1" TY P O F 4 SECOND FLOOR LANDING = 110'-5 1/2" THIRD FLOOR LANDING = 121'-0 7/8" GUARDRAIL AT THIRD FLOOR OPENING 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 FC H1 FC H2 A B C D 5' - 2 3 / 4 " 10 R I S E R S @ 6 . 2 7 5 " 5' - 2 3 / 4 " 10 R I S E R S @ 6 . 2 7 5 " 5' - 3 3 / 4 " 10 R I S E R @ 6 3 / 8 " 5' - 3 3 / 4 " 10 R I S E R @ 6 3 / 8 " 9' - 1 1 / 8 " Main Floor + 100'-0" Second Floor + 110'-7 3/8" Third Floor + 121'-2 3/4" T.O.Wall + 130'-3 7/8" 3' - 6 " 3' - 6 " GUARDRAIL AT THIRD FLOOR OPENING 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 10 45 Main Floor + 100'-0" Second Floor + 110'-7 3/8" Third Floor + 121'-2 3/4" T.O.Wall + 130'-3 7/8" 6 A4.3 3' - 6 " 3' - 6 " 3' - 6 " 4 5 1" THK (5/4 NOM) COMPOSITE FENCE BOARD LINE OF BEAM BELOW 1" SQ STEEL POST AT MID SPAN ALUMINUM CHANNEL FASTENED TO 8X8 WALL/POST ATTACHMENT PREFAB. GUARDRAIL 3' - 6 " 1X2 FIBER CEMENT TRIME TIBER DECK BEAM RE:STRUCTURE 1X2 FIBER CEMENT TRIME METAL DRIP EDGE FLASHING NEOPRENE GASKET 1/8" UNDER PLATE 3/8"X 5" HEX LAG SCREWS 1X1"STEEL TUBE 2@ MIDSPAN BEYOND ALUMINUM CHANNEL BEYOND 5/4 X4 COMPOSITE FENCE BOARDS 11/4 "X11/4 " HORIZONTAL STEEL TUBE AT GUARDRAIL HEIGHT ALUMINUM CHANNEL BEYOND 1a     7KLUG)ORRU3ODQ67$,5    6HFRQG)ORRU3ODQ67$,5    0DLQ)ORRU3ODQ67$,5     6WDLU6HFWLRQ     6WDLU6HFWLRQ     6WDLU6HFWLRQ     3/$1'(7$,/#'(&.     '(7$,/5$,/,1* SCREEN VENTILATION AT STAIR UPPER LEVEL 90" HORIZ WIDTH OF LANDING 20" HORIZ WIDTH EA END WALL (4) 5 1/2" GAPS + (4) 1" GAPS = 26" VERTICAL 26" X (20"+90"+20") = 3,380 SQ IN / 144 = 23 SF 23sf + 24sf OF OPENING IN GABLE ROOF = 47SF MID-LEVEL 90" HORIZ WIDTH OF LANDING 20" HORIZ WIDTH EA END WALL (4) 5 1/2" GAPS + (4) 1" GAPS = 26" VERTICAL 17" GAP AT TOP OF SCREEN FRONT 20" GAP AT TOP OF SCREEN SIDES 17" x 90" = 1,530SQ IN (10.6SF) 20" x 20" x 2 = 800SQ IN (5.5SF) 23SF + 10.6SF +5.5SF = 39SF 08/13/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.5 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS STAIR 3 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g DN W2 W2 1' - 0 " 118'-11 1/8" 119'-0 7/8" 6 A 4 . 5 6 A 4 . 5 4 A4.5 4 A4.5 2 A4.5 2 A4.5 7 8 C D 3'-4 7/8" 3' - 6 " 8' - 3 " 9 T R E A D S @ 1 1 " 11 ' - 9 " 3' - 6 " 8' - 3 " 1 1 / 2 " 3" 3'-6" 7'-3" 119'-1 1/4" +113'-9 1/4" 118'-11 7/8" DN 1 2 3 4 5 6 7 8 9 10 11 12 UP 20 R I S E R S ( 6 3 / 8 " ) W2 W2 1' - 0 " 1' - 0 " 103'-2 3/4" 108'-5 1/2" 108'-3 3/4" 6 A 4 . 5 6 A 4 . 5 4 A4.5 4 A4.5 2 A4.5 2 A4.5 7 8 C D 11 ' - 9 " 3' - 6 " 8' - 3 " 9 T R E A D S @ 1 1 " 11 ' - 9 " 3' - 6 " 8' - 3 " 9 T R E A D S @ 1 1 " 1' - 0 " 3' - 2 " 3'-6" 3" 3'-6" 7'-3" 1' - 0 " 3' - 2 " 108'-5 7/8" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20UP 20 RI S E R S (6 3 /8 ") W2 W2 C D 7 8 8' - 3 " 9 T R E A D S @ 1 1 " 1' - 0 " 1' - 0 " 3' - 6 " 8' - 3 " 9 T R E A D S @ 1 1 " 11 ' - 9 " 1' - 0 " 3' - 4 " 3' - 6 " 3'-6" 4 1/4" 3'-6" 7'-4 1/4" 6 A 4 . 5 6 A 4 . 5 4 A4.5 4 A4.5 2 A4.5 2 A4.5 Main Floor + 98'-0" Second Floor + 108'-7 3/8" Third Floor + 119'-2 3/4" T.O.Wall + 128'-3 7/8" 7 A4.3 1 3' - 6 " 6' - 8 " CL E A R 6' - 8 " CL E A R 3' - 6 " 3' - 6 " SECOND FLOOR LANDING = 108'-5 1/2" THIRD FLOOR LANDING = 119'-0 7/8" GUARDRAIL AT THIRD FLOOR OPENING 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 FC V4 FC H2 A B C D 5' - 2 3 / 4 " 10 R I S E R S @ 6 . 2 7 5 " 5' - 2 3 / 4 " 10 R I S E R S @ 6 . 2 7 5 " 5' - 3 3 / 4 " 10 R I S E R @ 6 3 / 8 " 5' - 3 3 / 4 " 10 R I S E R @ 6 3 / 8 " Main Floor + 98'-0" Second Floor + 108'-7 3/8" Third Floor + 119'-2 3/4" Third Floor + 128'-3 7/8" 3' - 6 " 3' - 6 " 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 10 78 Main Floor + 98'-0" Second Floor + 108'-7 3/8" Third Floor + 119'-2 3/4" Third Floor + 128'-3 7/8" 8 A4.5 7 A4.5 3' - 6 " 3' - 6 " 3' - 6 " 7 8 1HR FIRE-RATED ROOF - CEILING FIBER CEMENT SOFFIT 1/2" SHEATHING RE:STRUCTURE WOOD TRUSS BOT. CHORD EXTERIOR SIDING, SEE ELEVATIONS 1" RIGID FOAM AWB ASPHALT SHINGLE, TYP. U.O.N. ROOF UNDERLAYMENT 1x8 FIBER CEMENT METAL DRIP EDGE FIBER CEMENT SOFFIT 2X SUB FASCIA FIRE BLOCKING GYP CONTINUOUS THROUGH FLR. CLG TO UNDERSIDE OF FLOOR SHEATING NAILER 1 1/4" = 1'-0" Third Floor Plan - STAIR 33 1/4" = 1'-0" Second Floor Plan - STAIR 35 1/4" = 1'-0" Main Floor Plan - STAIR 3 6 1/4" = 1'-0" Stair 3 Section 4 1/4" = 1'-0" Stair 3 Section 2 1/4" = 1'-0" Stair 3 Section8 1" = 1'-0" Stair Detail 7 1" = 1'-0" Stair Detail 07/17/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A5.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS DOORS & WINDOWS 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g DOOR SCHEDULE ID 100 101L 101R 102L 102R 103L 103R 104L 104R 105 106L 106L 106R 106R 107R 108L 108R 109L 109R 110L 110R 111L 111R 112R 201L 201R 202L 202R 203L 203R 204L 204R 205 206L 206R 207R 208L 208R 208R 209L 209R 210L 210L 210R 211L 211R 212R 212R 301R 302R 303L 303R 304L 304R 305 306R 307L 308L 308R 309L 309R 310L 310R 311R 312R Qty. Ea. Bldg. 1 1 4 1 4 7 4 4 6 4 2 1 2 2 1 1 4 2 3 2 3 1 3 2 1 4 1 4 4 7 6 6 4 3 3 1 2 2 1 2 3 2 1 2 1 3 1 1 3 3 2 3 5 3 4 1 1 2 1 2 1 1 2 2 2 Leaf Dimensions 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 2'-10"×6'-8" 2'-10"×6'-8" 2'-10"×6'-8" 2'-10"×6'-8" 4'-0"×6'-8" 2'-6"×6'-8" 2'-10"×6'-8" 2'-10"×6'-8" 2'-6"×6'-8" 1'-6"×6'-8" 2'-10"×6'-8" 2'-10"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-4"×6'-8" 2'-4"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 1'-6"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 4'-0"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 1'-6"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-6"×6'-8" 2'-4"×6'-8" 2'-4"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 1'-6"×6'-8" 1'-6"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 4'-0"×6'-8" 2'-6"×6'-8" 1'-6"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-4"×6'-8" 2'-4"×6'-8" 2'-6"×6'-8" 1'-6"×6'-8" Frame Width 7 3/4" 6 9/16" 6 9/16" 6 9/16" 6 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 6 9/16" 6 9/16" 6 9/16" 6 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 6 9/16" 6 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" Leaf Thickness 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" Frame Material H.M. WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD Leaf Material H.M. FG FG FG FG S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. S.C. S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD FG FG FG FG S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. S.C. S.C. S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD FG FG S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. S.C. S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD Hardware HW-5 HW-1 HW-1 HW-1 HW-1 HW-3 HW-3 HW-3 HW-3 HW-4 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-1 HW-1 HW-1 HW-1 HW-3 HW-3 HW-3 HW-3 HW-4 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-1 HW-1 HW-3 HW-3 HW-3 HW-3 HW-4 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 Style F A A E E F F F F H F F F F F F F F F F F F F F A A E E F F F F H F F F F F F F F F F F F F F F A E F F F F H F F F F F F F F F F Location SPRINKLER CTRL APARTMENT ENTRY APARTMENT ENTRY DECKS DECKS BEDROOMS BEDROOMS BATHROOM BATHROOM CLOSET CLOSET CLOSET CLOSET CLOSET PANTRY ENTRY UTILITY ENTRY UTILITY UTILITY CLOSET UTILITY CLOSET CLOSET CLOSET PANTRY/UTIL PANTRY/UTIL LINEN APARTMENT ENTRY APARTMENT ENTRY DECKS DECKS BEDROOMS BEDROOMS BATHROOMS BATHROOMS CLOSET CLOSET CLOSET PANTRY ENTRY UTILITY ENTRY UTILITY ENTRY UTILITY CLOSET UTILITY CLOSET CLOSET CLOSET CLOSET PANTRY/UTIL PANTRY/UTIL LINEN LIINEN APARTMENT ENTRY DECKS BEDROOMS BEDROOMS BATHROOMS BATHROOMS CLOSET CLOSET PANTRY ENTRY UTILITY ENTRY UTILITY UTILITY CLOSET UTILITY CLOSET CLOSET CLOSET PANTRY/UTIL LINEN Fire Rating Notes ADA UTILITY ADA UTILITY ADA UTILITY TYPE B FLUSH PANEL TYPE A 2 PANEL APARTMENT ENTRY TYPE E FULL LIGHT SINGLE SWING PATIO DOOR TYPE F 2 PANEL SINGLE SWING TYPE H 2 PANEL BYPASS *RE: PLAN FOR SWING/OPENING DIRECTIONS, TYP. 2 1 1/2" = 1' - 0" DETAIL 1 1 1/2" = 1' - 0" DETAIL 6 1 1/2" = 1' - 0" DETAIL 5 1 1/2" = 1' - 0" DETAIL 7 1 1/2" = 1' - 0" DETAIL8 1 1/2" = 1' - 0" DETAIL 3 1 1/2" = 1' - 0" DETAIL 4 1 1/2" = 1' - 0" DETAIL +/ - 3 " RIGID INSUL. 1x2 VERT. BATTS FOR DRAINAGE CHANNEL 1" RIGID INSUL. SEALANT ACCESSIBLE THRESHOLD EXTERIORINTERIOR TYPICAL WOOD FRAME DOOR HEAD @ SIDING INTERIOR WOOD DOOR JAMB WOOD DOOR JAMB @ SIDING INTERIOR WOOD DOOR HEAD HOLLOW METAL DOOR FRAME HEAD DETAIL @ SIDING TYPICAL THRESHOLD TYPICAL THRESHOLD CASING 5/8" GYP BOARD HEADER, RE: STRUCTURAL 1/2" PLY. SHEATHING 2x6 STUD WALL EXTERIOR DOOR EXTERIOR SIDING ACCESSIBLE THRESHOLD DOOR SWEEP FINISH FLOOR WOOD DOOR JAMB CASING WALL ASSEMBLY VARIES RE: PLANS CASING, HALL SIDE OF RETAIL UNITS ONLY DOOR JAMB SEALANT 1/2" PLY. SHEATHING 5/8" GYP BOARD 2x6 WALL STUDS WOOD DOOR JAMB CASING CASING, BOTH SIDES WALL ASSEMBLY VARIES HEADER, RE: STRUCTURAL WOOD DOOR HEAD INSUL. SIDING METAL DRIP EDGE SIDING METAL DRIP EDGE SIDING 1/2" PLY. SHEATHING HEADER, RE: STRUCTURAL2x6 STUD WALL 5/8" GYP BOARD SEALANT 1/2" PLY. SHEATHING 5/8" GYP BOARD 2x6 WALL STUDS HOLLOW METAL DOOR JAMB SEALANT METAL DOOR JAMB DOOR TRIM SIDING EXTERIOR TRIM EXTERIOR DOOR THRESHOLD DOOR SWEEP DRIP EDGE SOLID DECK SEALANT 9 1/4" = 1'-0" Door Elevations HARDWARE SCHEDULE ID QUANTITY ITEM HW- 1 - ENTRY DOOR 1.5 PR BUTT HINGES 1 ENTRY LOCKSET 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP DEADBOLT 1 CONTINUOUS METAL SILL 1 WALL BUMPER HW- 2 - PASSAGE DOOR 1.5 PR BUTT HINGES 1 PASSAGE SET 1 WALL BUMPER HW- 3 - PRIVACY DOOR 1.5 PR BUTT HINGES 1 PRIVACY LOCKSET 1 WALL BUMPER HW- 4 - BYPASS 1 HD "JUMP PROOF" BYPASS DOOR TRACK 2 FLUSH PULL 4 DOOR END BUMPER (1 EA. END) HW- 5 - EXTERIOR SERVICE 1 PR SPRING HINGES 0.5 PR BUTT HINGES 1 LOCKSET - STORE ROOM 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP 1 WALL BUMPER SOLID CORE HOLLOW CORE HOLLOW METAL WOOD FIBERGLASS KNOCK DOWN KEY S.C. H.C. H.M. WD FG KD ENTRY PATIO BEDROOM BATH CLOSET BYPASS CLOSET SWING PANTRY UTILITY MECH COAT 01 02 03 04 05 06 07 08 09 10 NOTES: INTERIOR DOORS TO BE MDF/PAINT GRADE 2 PANEL/SHAKER STICKING 07/17/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A5.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS DOORS & WINDOWS 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g STEP 1 SELF-ADHERED SILL FLASHING STEP 2 CORNER FLASHING PATCHES AT SILL INSULATING SHEATHING ON WOOD FRAME WALL STEP 3 INSTALL WINDOW PLUMB, LEVEL AND SQUARE SEALANT BEAD AT JAMBS AND HEAD (INSURE SEALANT IS CHEMICALLY COMPATIBLE WITH FOAM AND FLASHING) STEP 4 INSTALL SELF-ADHERED JAMB FLASHING STEP 5 INSTALL DRIP EDGE AND SELF-ADHERED HEAD FLASHING STEP 6 TAPE TOP EDGE OF HEAD FLASHING. AIR SEAL WINDOW AROUND ENTIRE PERIMETER ON INTERIOR WITH SEALANT OR NON-EXPANDING FOAM Window Schedule ID A B B1 B2 C C1 C1 C2 C3 Width 5'-0" 5'-0" 5'-0" 5'-0" 3'-0" 2'-6" 2'-6" 2'-6" 2'-0" Height 5'-0" 5'-0" 4'-0" 2'-0" 5'-0" 5'-0" 5'-0" 4'-6" 4'-0" Quantity 23 19 8 2 5 2 1 2 1 Head Height 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 8'-0" 7'-0" 7'-0" MULLED UNITS TYPE 3 1 1 1 2 2 2 2 2 TEMPERED LOCATION LIV/DINING DINING/BDRMS DINING/BDRMS DINING BDRMS BDRMS BDRMS BDRMS BDRMS NOTES RE : S C H E D U L E RE: SCHEDULE RE: SCHEDULE RE : S C H E D U L E RE : S C H E D U L E RE: SCHEDULE TYPE 1 SLIDER (EGRESS PER SCHEDULE) TYPE 2 SINGLE HUNG TYPE 3 (2) SINGLE HUNG *RE: ELEVATIONS FOR OPENING DIRECTION, TYP. 2 1 1/2" = 1' - 0" DETAIL 1 1 1/2" = 1' - 0" DETAIL3 1 1/2" = 1' - 0" DETAIL WINDOW HEAD TRIM EXTERIOR TRIM RIGID INSUL. WINDOW SILL WINDOW HEAD WINDOW JAMB PAINTED WOOD SILL 1/2" PLY. SHEATHING SIDING RIGID INSUL. P.T. NAILER WINDOW 5/8" GYP BOARD APRON P.T. NAILER 1/2" PLY. SHEATHING RIGID FOAM 1/2" PLY. SHEATHING SEALANT GYP WRAP JAMBS WINDOW w/ NAILING FIN WINDOW WINDOW TRIM SIDING SIDING HEADER, RE: STRUCTURAL METAL DRIP EDGE P.T. NAILER GYP WRAP 4 NTS Opening Flashing 5 1/4" = 1'-0" Window Elevations NOTES: FIBERGLASS WINDOWS, TYP DOUBLE GLAZED LOW E GLASS 07/17/2020 GSPublisherVersion 76.76.97.81 1 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A6.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS REFLECTED CEILING PLAN 7/17/2020 CDs 6/8/2020 15 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Pe a k V i e w So u t h B u i l d i n g 3 3 1 1 2 2 4 4 5 5 6 6 7 7 8 8 10 10 C C E E F F G G F F F F F D D F F F F F B B A A CEILING RADIATION DAMPERS AT RUNS IN FLOOR/CEILING, TYP. DUCTS IN JOIST BAY RE: MECH & H2.1/G1.0 FOR PROTECTION, typ. LOUVERED FCU ACCESS PANEL, RE: MECHFIBER CEMENT SOFFIT PANEL w/ BATTENS AT 16" o.c., TYPICAL ALL DECKS EXPOSED BEAM, RE: SECTIONS RE: STAIR DETAILS CLG 8'-0" CLG 8'-0" CLG 9'-0" sss ss E.F. E.F.E.F. E.F. CLG 8'-0" CLG 8'-0" CLG 9'-0" s s s E.F. s s CLG 8'-0" CLG 9'-0" E.F. E.F. CLG 8'-0" CLG 8'-0" CLG 9'-0"s s s CLG 8'-0" CLG 8'-0" sss ss E.F. E.F. CLG 9'-0" CLG 9'-0" NOTE: RATED GYP CEILING ABOVE ALL DROPS, RE: SECTIONS 9 9 3 3 1 1 2 2 4 4 5 5 6 6 7 7 8 8 10 10 C C E E F F G G D D B B A A F F F F F F F F F F CEILING RADIATION DAMPERS AT RUNS IN FLOOR/CEILING, TYP. DUCTS IN JOIST BAY RE: MECH & H2.1/G1.0 FOR PROTECTION, typ. LOUVERED FCU ACCESS PANEL, RE: MECH 22"X30" 1HR FIRE RATED AT ACCESS DOOR 22"X30" 1HR FIRE RATED ATTIC ACCESS DOOR FIBER CEMENT SOFFIT PANEL w/ BATTENS AT 16" o.c., TYPICAL ALL DECKS EXPOSED BEAM, RE: SECTIONS RE: STAIR DETAILS CLG 8'-0" CLG 8'-0" CLG 9'-0" sss ss E.F. E.F.E.F. E.F. CLG 8'-0" CLG 8'-0" CLG 9'-0" s s s E.F. s s CLG 8'-0" CLG 9'-0" E.F. E.F. CLG 9'-0"s s s CLG 8'-0" CLG 8'-0" sss ss E.F. E.F. CLG 9'-0" NOTE: RATED GYP CEILING ABOVE ALL DROPS, RE: SECTIONS 9 9 CLG 8'-0" CLG 8'-0" 1 1/8" = 1'-0" First Floor RCP 2 1/8" = 1'-0" Second Floor RCP 07/17/2020