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Home My WebLink AboutCOLLEGE EIGHT THIRTY - PDP - PDP150019 - PLANS - ARCHITECTURAL DETAILSUP 1 A4.2 A4.1 A4.1 A4.2 2 2 1 A A 1 1 M M 127' - 3" 17' - 0" 24' - 0"15' - 0" TRASH ENCLOSURE Stair 1 102 Stair 2 105 Fire Riser 106 Lobby 101 Elevator 103 26 PARKING SPACES MAILBOXES 2 2 B B 3 3 C 4 4 5 6 6 7 7 8 8 D D E F F G H J J K K L L A5 A5.1 C5 A5.1 A4 A5.2 1' - 6" 26' - 3" 28' - 3" 28' - 4" 9' - 0" 2' - 0" 95' - 4" 8' - 0" 5' - 9" 10' - 0" 15' - 2" 25' - 0" 1' - 5 1/2" 14' - 8 1/2" 21' - 9" 22' - 8" 2' - 9" 65' - 4 1/2" 61' - 10 1/2" 1' - 6" 26' - 3" 28' - 3" 2' - 0" 58' - 0" C4 A5.2 A2 A6.1 A3 A6.1 1 A5.3 8' - 0" 15' - 9" 4' - 8" 23' - 6" 5' - 10" 22' - 4" 1' - 8" 20' - 1" 17' - 8" 5' - 0" 2' - 9" Covered Ext. Walk 107 Exterior Parking 108 EW7 A6.5 1 A6.3 1 A6.4 3 A2 A6.2 2' - 8" 16' - 8" 2' - 8" EW8 2' - 8" 14' - 8" 2' - 8" 3' - 2" 12' - 0" 3' - 3" 4' - 8" 6' - 0" 4' - 0" 8' - 4" 3' - 4" 8' - 4" 4' - 0" 6' - 0" 3' - 4" EW6 EW6 EW6 EW6 EW6 106 105B 105A 104A 104B 102 101 Future Tenant 104 D.2 F.4 J.1 K.8 1' - 6" 26' - 3" 5' - 7 3/4" 8' - 0" 43' - 11" 3" 10' - 11 1/2" A3 A6.2 EW5 EW3.4 EW3.4 EW3.4 EW3.2 3' - 0" 19' - 0" 24' - 0" 15' - 0" 19' - 0" 27' - 0" 15' - 0" 19' - 0" 24' - 0" 15' - 0" 0 1/2" 1" 2" 5 4 3 2 1 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.aller-lingle-massey.com PRINTED FILE NAME: C alm2s 2015 NOT FOR CONSTRUCTION 12/15/2015 12:12:21 PM 0000-Project-SD.rvt FIRST FLOOR PLAN 1525 CAK 12/08/2015 A1.1 SCHRADER DEVELOPMENT 830 S. COLLEGE AVE. FORT COLLINS, CO. COLLEGE EIGHT THIRTY SCALE: NORTH 1/8" = 1'-0" First Floor Plan SYSTEM NOTES C1 Typical dropped soffit - 5/8" gypsum board hung from 3/4" metal hat channels at 16" on center with 2x wood stud framing at 16" on center and 5/8" Type 'X' gypsum board for vertical face(s) of soffit. C2 Typical corridor/lobby ceiling - 2'x4' suspended acoustical ceiling system - refer to specifications. Vinyl coated tile at exterior locations. C3 Typical ceiling at fourth floor - 5/8" gypsum board attached to underside of wood roof trusses above. EW1 4" nominal brick veneer on 1.875" air space with masonry anchors per 2 square feet minimum on Tyvek commercial building wrap over 7/16" OSB sheathing on 2x6 wall framing at 16" on center with R-20 blown insulation, vapor barrier, and 5/8" Type 'X' gypsum board on interior side. Refer to architectural elevations for projected horizontal brick accents and control joint locations. EW1.1 4" nominal brick veneer on 1.125" air space with masonry anchors per 2 square feet minimum on Tyvek commercial building wrap over 7/16" OSB sheathing on 3/4" continuous XPS rigid insulation on 6" metal stud framing at 16" on center with R-20 blown insulation, vapor barrier, and 5/8" Type 'X' gypsum board on interior side. Refer to architectural elevations for projected horizontal brick accents and control joint locations. EW1.2 4" nominal brick veneer on 1.125" air space with masonry anchors per two square feet minimum on Tyvek commercial building wrap over 7/16" OSB sheathing on 3/4" continuous XPS rigid insulation on cast-in-place concrete wall. Refer to architectural elevations for projected horizontal brick accents and control joint locations. EW2 Thin-set stone veneer on galvanized metal lath over Tyvek commercial building wrap over 7/16" OSB sheathing on 3/4" continuous XPS rigid insulation on 6" metal stud framing at 16" on center with R-20 blown insulation, vapor barrier, and 5/8" Type 'X' gypsum board on interior side. Refer to architectural elevations for projected horizontal brick accents and control joint locations. EW2.1 Thin-set stone veneer on galvanized metal lath over Tyvek commercial building wrap over 7/16" OSB sheathing on 3/4" continuous XPS rigid insulation on 8" cast-in-place concrete, vapor barrier, and 5/8" Type 'X' gypsum board on interior side. Refer to architectural elevations for projected horizontal brick accents and control joint locations. Where both sides are exterior remove rigid insulation and grow air space 3/4". EW3 Two-coat portland cement based stucco system on galvanized metal lath on stucco paper on Tyvek commercial building stucco wrap over 7/16" OSB sheathing on 2x6 wall framing at 16" on center with R-20 blown insulation, vapor barrier, and 5/8" Type 'X" gypsum board on interior side. Refer to architectural elevations for stucco colors and control joint locations. EW3.1 Two-coat portland cement based stucco system on galvanized metal lath on stucco paper on Tyvek commercial building stucco wrap over 7/16" OSB sheathing on 3/4" continuous XPS rigid insulation on 8" concrete masonry units, vapor barrier, and 5/8" Type 'X" gypsum board on interior side. Refer to architectural elevations for stucco colors and control joint locations. EW3.2 Two-coat portland cement based stucco system on galvanized metal lath on stucco paper on Tyvek commercial building stucco wrap over 7/16" OSB sheathing on 8" cast-in-place concrete - paint. EW3.4 Two-coat portland cement based stucco system on galvanized metal lath on stucco paper on Tyvek commercial building stucco wrap over 7/16" OSB sheathing on 3/4" continuous XPS rigid insulation on 6" metal stud framing, vapor barrier, and 5/8" Type 'X" gypsum board on interior side. Refer to architectural elevations for stucco colors and control joint locations. EW4 Cement fiber horizontal lap siding with smooth texture and 5" exposure on Tyvek commercial building wrap over 7/16" OSB sheathing on 2x6 wall framing at 16" on center with R-20 batt insulation, vapor barrier, and 5/8" Type 'X' gypsum board on interior side. Refer to architectural elevations for horizontal trim band details. EW5 8" cast-in-place concrete (paint) with 3 5/8" metal stud framing and 5/8" gypsum wall board at interior - paint. EW6 Thermally broken anodized aluminum storefront system with double insulated glazing; mill finish. Refer to window elevations for tempered and spandrel glass locations. EW7 Thermally broken anodized aluminum curtain wall system with double insulated glazing - mill finish or anodized aluminum storefront system supported by intermediate steel structure; contractor's option. Refer to window elevations for tempered and spandrel glass locations. EW8 Cement fiber panel with smooth texture on 5/8" fiberglass mat sheathing both sides of 6" metal stud framing. F1 4" concrete slab over Steggo moisture barrier over 4" washed gravel over compacted subgrade. Reference structural drawings for reinforcement placement. F2 Typical one-hour rated floor/ceiling assembly: floor finish over 1 1/2" gypcrete on 3/4" tongue and groove plywood glued and nailed to 11 7/8" I-joists at 16" on center with resilient channels and 5/8" Type 'C' gypsum board at the underside. F3 Typical one-hour rated corridor floor/ceiling assembly: floor finish over 4"± concrete on 3/4" tongue and groove plywood glued and nailed to 9 1/2" I-joists at 16" on center with resilient channels and 5/8" Type 'X' gypsum board at the underside. F4 14" thick post-tensioned concrete slab. Refer to structural for reinforcement details. P1 Typical one-hour rated corridor wall: 2x6 plates with staggered 2x4 studs at 8" on center with 5 1/2" blown-in insulation and 1/2" resilient channel and 5/8" Type 'X' gypsum board at corridor side and 5/8" Type 'X' gypsum board at unit side. P2 Typical one-hour rated unit demising wall: 2x6 plates with staggered 2x4 studs at 8" on center with 5 1/2" blown-in insulation, 1/2" resilient channel, and 5/8" Type 'X' gypsum board on one side and 1/2" OSB sheathing with 5/8" Type 'X' gypsum board on the other side. P3 Typical one-hour rated unit bearing wall: 2x4 wood studs at 12" on center with 5/8" Type 'X' gypsum board on each side. P4 Typical two-hour rated stair/elevator wall: 8" concrete masonry units with 1 1/2" metal furring and 5/8" Type 'X' gypsum board finish on unit side. R1 Typical membrane roof assembly: 50 mil. tan mechanically attached TPO roofing membrane on 1/4" cover board on R-25 minimum XPS rigid insulation on 5/8" OSB roof deck on pre-engineered trusses at 24" on center with two layers of 5/8" Type 'X' gypsum board at the underside. R1.1 50 mil. tan mechanically attached TPO roofing membrane on 1/4" cover board on R-25 minimum XPS rigid insulation on 5/8" OSB roof deck on 2x10 joists at 24" on center with one layer of 5/8" Type 'X' gypsum board at the underside. R2 30 year high profile architectural asphalt shingles on full covereage Grace ice and water shield secondary underlayment on 1/2" OSB roof deck on pre-engineered trusses at 24" on center with R-38 blown-in or batt insulation and two layers of 5/8" Type 'X" gypsum board at the underside. Provide insulation baffles at eave conditions. R3 4" x 5" pre-finished metal downspout R4 6" x 6" pre-finished metal box-style gutter R5 20 gage pre-finished metal fascia with stiffening rib over continuous 2x sub-fascia R6 24 gage pre-finished metal parapet cap R7 Typical roof cricket: 1/4" cover board on tapered rigid insulation as required. R8 50 mil. tan mechanically attached TPO roofing membrane on 1/2" OSB roof deck on 6" metal framing. Finish underside with 5/8" gypsum board Type 'C'; paint. S1 1/4" thick smooth texture cement fiber soffit with paint finish. Provide integral soffit vents with insect screens at lower and upper eave conditions of R2 roof system. SB1 Typical sub-grade foundation system: spray applied fluid dampproofing on exterior face of all cast-in-place concrete grade beams. Provide 2" thick by 24" high minimum rigid insulation on the entire exterior face of all exterior grade beam foundations. Refer to PARKING CALCULATIONS: structural drawings for size of foundation system and reinforcement placement. UNIT TOTALS: 2 BEDROOM UNITS = 14 1 BEDROOM UNITS = 14 STUDIO UNITS = 6 PARKING NEEDED PER UNIT TYPE: .75 PARKING SPACE FOR 1 BEDROOM UNITS AND STUDIOS = 15 SPACES NEEDED 1 PARKING SPACE FOR 2 BEDROOM UNITS = 14 SPACES NEEDED TOTAL PARKING SPACES NEEDED: 29 SPACES ASSUMING A 10% REDUCTION IS ALLOWED FOR MAX STATION OR TICKETS = 29 x .1 = 2.9 FEWER SPACES PARKING SPACES NEEDED W/ REDUCTION: 26 SPACES NOTE: ONLY 40% OF PARKING SPACES CAN BE COMPACT. 11 COMPACT SPACES ALLOWED AND CURRENTLY SHOWING 11 NO ISSUE DATE SCHEMATIC DESIGN 09/18/2015 DESIGN DEVELOPMENT 11/23/2015 GENERAL NOTES G1 Dimensions are measured from face of framing to face of framing unless noted otherwise. G2 All construction shall be in accordance with the applicable requirements of the IBC, IMC, IECC - all current editions approved by the City of Fort Collins. G3 Contractor shall review the drawings, field verify existing conditions, and verify all aspects of this project prior to beginning construction and notify architect and owner representative of any discrepancies.