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03-17-2025 JDA Agenda Packet
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03-17-2025 JDA Agenda Packet
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50' <br />600' <br />50' <br />600' <br />10 <br />0 <br />101 103 <br />10 <br />4 <br />105106107108109 <br />11 <br />0 <br />11 <br />1 <br />112 113 114 115 116 117 118 119 120 121 122 <br />20 <br />0 <br />1. SEE SHEET A600 FOR EXTERIOR WALL ASSEMBLY <br />INFORMATION. <br />DIMENSIONS: <br />1. COORDINATE DIMENSIONS AND CONDITIONS SHOWN ON <br />DRAWINGS. IMMEDIATELY NOTIFY ARCHITECT OF <br />OMISSIONS, DISCREPANCIES OR CONFLICTS WITH <br />DIMENSIONS. <br />2. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. <br />3. GRIDLINES ALIGN WITH EXTERIOR FACE OF CONCRETE/CMU/ <br />SHEATHING, TYPICAL. <br />4. DIMENSIONS ARE TAKEN: <br />A. 4'-0" ABOVE FINISHED FLOOR, UNO. <br />B. TO EXTERIOR FACE OF CONCRETE/CMU/SHEATHING <br />AT EXTERIOR WALLS, UNO. <br />C. TO FACE OF GYPSUM BOARD/CMU AT INTERIOR <br />WALLS, UNO. <br />D. TO CENTERLINE OF WALL SEPARATING UNITS <br />(PARTY/ DEMISING) . <br />E. TO CENTERLINE OF FIXTURES/OPENINGS, UNO. <br />GENERAL NOTES <br />1 <br />A <br />2 3 4 5 6 7 8 9 10 11 12 13 <br />B <br />C <br />D <br />E <br />F <br />24' - 0 3/8"8' - 0"24' - 0 3/8"32' - 0 3/8"24' - 0"15' - 10 7/8"7' - 0"8' - 0"24' - 0"24' - 0"24' - 0"24' - 0"7' - 0"8' - 6"24' - 0"24' - 0"24' - 0"24' - 0"7' - 0"8' - 0"24' - 0"24' - 0"24' - 0"24' - 0"7' - 0"8' - 0"24' - 0"24' - 0"24' - 0"24' - 0"7' - 0"24' - 0" <br />8' - 0"15' - 6"6' - 6"8' - 0"108' - 0"64' - 0"120' - 0"144' - 0"96' - 0"33' - 0" <br />7' <br /> <br />- <br /> <br />6 <br />" <br />24 <br />' <br /> <br />- <br /> <br />6 <br />" <br />8' <br /> <br />- <br /> <br />0 <br />" <br />16 <br />' <br /> <br />- <br /> <br />0 <br />" <br />24 <br />' <br /> <br />- <br /> <br />0 <br />" <br />16 <br />' <br /> <br />- <br /> <br />0 <br />" <br />7' <br /> <br />- <br /> <br />0 <br />" <br />8' <br /> <br />- <br /> <br />0 <br />" <br />40 <br />' <br /> <br />- <br /> <br />0 <br />" <br />16 <br />' <br /> <br />- <br /> <br />0 <br />" <br />7' <br /> <br />- <br /> <br />0 <br />" <br />9' <br /> <br />- <br /> <br />6 <br />" <br />16 <br />' <br /> <br />- <br /> <br />0 <br />" <br />24 <br />' <br /> <br />- <br /> <br />0 <br />" <br />16 <br />' <br /> <br />- <br /> <br />0 <br />" <br />4' <br /> <br />- <br /> <br />0 <br />" <br />20 <br />' <br /> <br />- <br /> <br />0 <br />" <br />1' <br /> <br />- <br /> <br />0 <br />" <br />1' <br /> <br />- <br /> <br />0 <br />" <br />22 <br />' <br /> <br />- <br /> <br />0 <br />" <br />16 <br />' <br /> <br />- <br /> <br />0 <br />" <br />21 <br />2 <br />' <br /> <br />- <br /> <br />0 <br />" <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />1' <br /> <br />- <br /> <br />0 <br />" <br />1' - 0"601' - 6"1' - 0" <br />18' - 0"32' - 0"24' - 0"16' - 0"16' - 0"16' - 0"16' - 0"12' - 0"12' - 0"38' - 0"38' - 0"12' - 0"36' - 0"14' - 0" <br />2' - 0" <br />32' - 0" <br />UTILITY <br />200 <br />26 <br />4 <br />' <br /> <br />- <br /> <br />6 <br />" <br />50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0" <br />60 <br />' <br /> <br />- <br /> <br />0 <br />" <br />50 <br />' <br /> <br />- <br /> <br />0 <br />" <br />50 <br />' <br /> <br />- <br /> <br />0 <br />" <br />50 <br />' <br /> <br />- <br /> <br />0 <br />" <br />50 <br />' <br /> <br />- <br /> <br />0 <br />" <br />10 <br />0 <br />101 103 <br />10 <br />4 <br />105106107108109 <br />11 <br />0 <br />11 <br />1 <br />112 113 114 115 116 117 118 119 120 121 122 <br />20 <br />0 <br />A01 A01A01 <br />A01 <br />A02 <br />A02 <br />A02 <br />OFFICE : AVERAGE CEILING HEIGHT = 10 FT <br />MANUFACTURING : OPEN TO STRUCTURE ABOVE 24 FT CLEAR <br />STORAGE : OPEN TO STRUCTURE ABOVE 24 FT CLEAR <br />SHIPPING & RECEIVING : OPEN TO STRUCTURE ABOVE 24 FT CLEAR <br />OCCUPANCY DIAGRAM LEGEND <br />0 <br /> <br />1 <br />" <br /> <br />3 <br />" <br />2" <br />VE <br />R <br />I <br />F <br />Y <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />S <br />C <br />A <br />L <br />E <br /> <br />H <br />E <br />R <br />E <br />RYAN A+E, INC. <br />533 South Third Street, Suite 100 <br />Minneapolis, MN 55415 <br />612-492-4000 tel <br />612-492-3000 fax <br />REGISTRATION NO. <br />NO <br />T <br /> <br />F <br />O <br />R <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />WWW.RYANCOMPANIES.COM <br />P R E LI M I N A R Y <br />N O T F O R C O N S T R U C TI O N <br />© 2025 RYAN A+E, INC. <br />PROJ. NO. <br />CONSULTANTS <br />OWNER <br />KEY PLAN <br />PROJECT INFORMATION <br />ERIC MORIN <br />49323 <br />I hereby certify that this plan, specification, or report <br />was prepared by me or under my direct supervision <br />and that I am a duly Registered Architect under the <br />laws of the State of Minnesota <br />2/ <br />2 <br />6 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />7 <br />: <br />1 <br />0 <br />: <br />4 <br />4 <br /> <br />P <br />M <br />A100 <br />701 837 <br />OVERALL PLAN <br />RICE CREEK <br />COMMONS <br />OUTLOT A <br />BUILDING 1 <br />1" = 20'-0"A100 <br />1 LEVEL 1 OVERALL PLAN <br />0 20' 40' 60'10' <br />N <br />KEYNOTES - ARCH PLANS <br />A01 CONCRETE APRON- REF. STRUCTURAL <br />A02 FSL-V TYPE USED IN GRAY POCHE AREA <br />ISSUE RECORD <br />ISSUE # DATE DESCRIPTION <br />P2 01-17-2025 SD SET <br />P3 02-14-2025 JDA SUBMITTAL <br />P4 02-21-2025 DD SET <br />15 <br />' <br />- <br />0 <br />" <br />15 <br />' <br />- <br />0 <br />" <br />15'-0" <br />15'-0" <br />6'-0"6'-0" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6'-0"6'-0" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6'-0"6'-0" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6'-0"6'-0" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6'-0"6'-0" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6'-0"6'-0" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6'-0"6'-0" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6'-0"6'-0" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6'-0"6'-0" <br />6'-0"6'-0" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6'-0"6'-0" <br />6'-0"6'-0" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6'-0"6'-0" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6'-0"6'-0" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6'-0"6'-0" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6'-0"6'-0" <br />6'-0"6'-0" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6'-0"6'-0" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />6'-0"6'-0" <br />4'-0" <br />6'-0" <br />6'-0"6'-0" <br />4'-0" <br />6'-0" <br />5,927.06 sf <br />6'-0" <br />15,799.95 sf <br />6'-0" <br />6'-0" <br />13 <br />1 <br />' <br />- <br />0 <br />" <br />9,723.12 sf <br />146'-7 1/4" <br />11,776.93 sf <br />116'-2 1/4" <br />11,582.13 sf <br />92 <br />' <br />- <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />117'-10 3/4" <br />10,848.4 sf <br />141'-11 1/2" <br />3,307.37 sf <br />3,089.89 sf <br />6,223.18 sf <br />9,311.31 sf <br />131'-5 1/2" <br />TOTAL SOLAR-READY AREAS = approx. 92,356 GSF <br />12W per 1 GSF = 1,108,272 W array (1.1MW) <br />Estimated Annual Generation = 1,473,686 kWh/year <br />(generation results via PVWatts) <br />4,769.41 sf <br />RENEWABLE ENERGY DIAGRAM <br />LEGEND <br />EXHAUST FAN <br />ROOFTOP <br />MECHANICAL UNIT <br />ROOF ACCESS HATCH <br />ROM COST CALCULATIONS: <br />SOLAR-READY ROOF ASSEMBLY UPGRADES <br />(COVER BOARD + TPO IN LIEU OF EPDM W/ BALLAST) <br />COST = $300,000 <br />PHOTOVOLTAICS (OWNED) - APPROX. $3/W <br />COST = 3 x 1,108,272 = $3,324,816 <br />TOTAL COST (IF OWNED) = $3,624,816
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