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310 NORTH MASON STREET - Filed UA-UNIT ADDRESSING - 2017-06-30
Information Technology Geographic Information Services Using one sheet per floor, illustrate the basic unit plan for this project: Sheet Of 215 North Mason Street * P.O. Box 580 * Fort Collins, CO 80522-0580 * (970) 416-2483 * FAX (970) 221-6329 * www.fcgov.com Unit Level Addressing Form This form is intended to aid in the development of unit level addresses. This data will be used by Emergency Services, Building and Zoning, Utility Billing, and Geographic Information Services. If your project is commercial, industrial, or multifamily with three or more tenant units you will need to file this form with the GIS or Building Department. Addresses will be determined by the GIS Department. These addresses will be required before you can obtain a building permit. Project Name: Address: Building Permit Number: Number of Tenant Spaces: Owner/Contact Name: Address: City: State: Zip: Phone Number: E-Mail: Office Use: Assigned Addresses: Approved by: Date: Old Town Flats 310 North Mason Street B1306579 94 Paul Brinkman 3528 Precision Drive - Suite 100 Fort Collins CO 80528 (970) 267-0954 dane.hix@brinkmanpartners.com Units below and attached Todd Reidenbach 2/2/2015 UP UP UP UP UP A A B B D D K K L L 1 1 2 2 4 4 5 5 7 7 8 8 9 9 LINE OF BUILDING ABOVE LINE OF BLDG ABOVE PROPERTY LINE A6.01 1 A6.02 1 1 BR A 105 1 BR A 102 STAIR 2 126 STAIR 1 123 4 A4.11 4 A4.11 1 A4.11 1 A4.11 2 A4.11 2 A4.11 SIGHT LINE 1 BR A - TYPE A 106 1 BR A 101 LOBBY 109 TRASH/ RECYCLE WH W/D REF DW WH W/D REF DW WH W/D REF DW WH W/D DW REF WH W/D REF DW W/D WH REF DW W/D WH REF DW WH W/D REF DW WH W/D REF DW W/D WH REF DW W/D WH REF DW WH W/D REF DW W/D WH REF DW W/D WH REF DW UP W/D WH DW REF WH W/D DW REF W/D WH REF DW WH D W DW REF UP WH W/D REF UP DN W/D WH DW REF WH W/D REF DW WH W /D REF DW WH W/D REF DW WH W/D DW REF WH W/D REF DW W/D WH REF DW W/D WH REF DW WH W/D REF DW WH W/D REF DW W/D WH REF DW W/D WH REF DW WH W/D REF DW W/D WH REF DW W/D WH REF DW W/D WH DW REF WH W/D DW REF W/D WH REF DW W/D WH REF UP DN W/D WH DW REF WH W/D REF DW WH W /D REF DW WH W/D REF DW WH W/D DW REF WH W/D REF DW W/D WH REF DW W/D WH REF DW WH W/D REF DW WH W/D REF DW W/D WH REF DW W/D WH REF DW WH W/D REF DW W/D WH REF DW W/D WH REF DW W/D WH DW REF WH W/D DW REF W/D WH REF DW W/D WH REF DN W/D WH DW REF WH W/D REF DW WH W /D REF DW WH W/D REF DW WH W/D DW REF WH W/D REF DW W/D WH REF DW W/D WH REF DW WH W/D REF DW WH W/D REF DW W/D WH REF DW W/D WH REF DW WH W/D REF DW W/D WH REF DW W/D WH REF DW W/D WH DW REF WH W/D DW REF W/D WH REF DW W/D WH REF DW 222 323 210 311 320 216 314 275 204 280 343 300 303 209 281 272 300 310 331 401 203 205 102 406 301 204 404 306 403 202 304 206 201 303 305 101 302 402 405 103 216 420 316 510 210 110 311 519 406 206 307 204 104 205 212 218 514 520 413 511 419 421 308 319 416 314 518 320 211 215 321 207 203 502 412 214 414 410 310 415 417 219 515 507405 503 402 114 213 221 509 309 303 202 418 220 422 312 516 506 407 404 505 305 403 301 512 322 313 217 508 408 208 409 209 315 317 521 306 106 302 102 201 222 318 522 513411 108 517 304 504 501 401 N Mason St N College Av e Maple St ÕZYXW ÕZYXW ³I Fort 310 Collins, N Mason CO 80524 St CITY GEOGRAPHIC These and were map OF not products FORT designed and INFORMATION COLLINS or all intended underlying for general data SYSTEM are use developed by members MAP for use of PRODUCTS the by the public. City of The Fort City Collins makes for no its representation internal purposes or only, warranty dimensions, as to contours, its accuracy, property timeliness, boundaries, or completeness, or placement and of location in particular, of any its map accuracy features in thereon. labeling or THE displaying CITY OF FORT COLLINS PARTICULAR MAKES PURPOSE, NO WARRANTY EXPRESSED OF MERCHANTABILITY OR IMPLIED, WITH OR RESPECT WARRANTY TO THESE FOR FITNESS MAP PRODUCTS OF USE FOR OR THE UNDERLYING FAULTS, and assumes DATA. Any all responsibility users of these of map the use products, thereof, map and applications, further covenants or data, and accepts agrees them to hold AS the IS, City WITH harmless ALL from made and this against information all damage, available. loss, Independent or liability arising verification from any of all use data of contained this map product, herein should in consideration be obtained of by the any City's users having of these liability, products, whether or direct, underlying indirect, data. or consequential, The City disclaims, which and arises shall or not may be arise held from liable these for any map and products all damage, or the loss, use thereof or by any person or entity. Printed: February 02, 2015 Site Parcels 0 50 100Feet © WH W/D REF DW W/D WH REF DW WH W/D DW REF A A B B D D K K L L 1 1 2 2 4 4 5 5 7 7 8 8 9 9 A6.01 5 A6.02 5 7 A6.01 6 A6.02 4 A4.11 4 A4.11 1 A4.11 1 A4.11 2 A4.11 2 A4.11 M M G G J J H H F F C C E E 6 6 1 A5.01 2 A5.01 3 A5.01 4 A5.01 1 A5.02 3 A5.02 3 3 4 A5.02 5 A5.02 1 A5.03 3 A5.03 4 A5.03 1 A5.04 2 A5.04 3 A5.04 4 A5.04 5 A5.03 1 A4.01 2 A4.01 2 A4.02 1 A4.02 2 BR B 522 2 BR D 521 1 BR B 519 1 BR B 520 1 BR B 517 1 BR C 518 1 BR B 515 1 BR B 516 2 BR A 514 STUDIO B 513 STUDIO A 511 STUDIO A 509 STUDIO A 507 1 BR B 505 1 BR B 503 2 BR B 501 2 BR B 502 1 BR A 1 BR B 504 506 1 BR A 508 1 BR A 2 BR C 510 512 CORRIDOR 500 STOR 525 3 A4.11 3 A4.11 521B 523 A6.10 5 522B 502B STAIR 1 523 STAIR 2 526 3 A4.02 2 A5.02 523A 2 A5.03 TBD 524 501B 520B 518B 526 527 ELEV EQUIP 527 510B 504B A9.02 24 A9.02 24 A9.02 24 501A 502A 509A 507A 505A 503A 508A 511A 512A 510A 525 514A 513A 516A 515A 518A 517A 520A 519A 522A 521A BALCONY 'D' BALCONY 'D' BALCONY 'D' BALCONY 'D1' BALCONY 'D1' BALCONY 'D1' BALCONY 'D1' SIM E1 E1 E1 E4 E1 E1 E1 E3 E1 E3 E1 E1 E1 E1 E1 E1 E1 W56G W56G W56G W56G W54G W56G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G E1 10.6 W66G W66G W56G W56G W56G W56G E1 E1 E3 E1 E1 E4 E1 E1 E1 W66G E3 E3 E3 E3 E1 E1 E3 E1 W66G E3 E1 E1 E1 E3 E1 E3 E1 E3 E1 E1 E1 RD 6.8 10.6 E3 E3 E3 E1 SIM SIM 5.4 W66G E1 E1 BALCONY 'C' BALCONY 'C' BALCONY 'A' BALCONY 'C' BALCONY 'C' SIDING CHANGE W12 W12 W12 W12 W66G ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN W56G ALIGN ALIGN W56G ALIGN ALIGN W14G ALIGN W14G W24G ALIGN 26' - 2" 10' - 10" 17' - 9" 8' - 11" 30' - 0" 26' - 6" 9' - 3 3/4" 30' - 3 1/4" 10' - 4 3/8" 12' - 1" 11' - 11" 12' - 1" 11' - 11" 24' - 8 1/2" 11' - 11" 12' - 1" 5 1/8" STAIR CORE 8' - 0" 1 1/8" 12' - 1" 23' - 5 1/4" 181' - 4 5/8" 4' - 3 1/4" 14' - 9" 22' - 7 1/2" 17' - 4 1/2" 5' - 4" 8' - 10" 15' - 2" 13' - 4" 12' - 0" 16' - 6" 25' - 6" 20' - 6" 5' - 2 3/8" 56' - 4" 18' - 9 3/8" 107' - 2 1/4" 1' - 3 1/4" 14' - 9" 22' - 7 1/2" 17' - 4 1/2" 5' - 4" 8' - 10" 15' - 2" 13' - 4" 12' - 0" 16' - 6" 25' - 6" 20' - 6" 5' - 2 3/8" 56' - 4" 122' - 0 5/8" 4' - 3 7/8" 25' - 2" 26' - 2" 26' - 4" 10' - 10" 17' - 9" 38' - 11" 26' - 6" 9' - 3 3/4" 185' - 3 5/8" 10' - 2 5/8" 11' - 10 1/2" 9' - 5 3/4" 12' - 1" 11' - 8 1/4" 12' - 1" 23' - 4 3/4" 24' - 0" 24' - 8 3/8" STAIR CORE 10' - 0" 12' - 4 1/8" 23' - 5 1/4" TYP 5' - 0" 3' - 0" 4' - 10" 3 3/4" 2' - 8 1/2" 10' - 8" 10' - 8" 24' - 3 1/4" 24' - 0" 23' - 4 3/4" 12' - 1" 23' - 5 1/4" 6' - 3" 4' - 6" 5' - 3" 4' - 6" 5' - 3" STAIR CORE 18' - 5 1/8" 1' - 0" 1' - 6" 24'-0" 27' - 2" 5' - 0" 27' - 2" TYP 1' - 0" 3' - 0" 4' - 10" 3 3/4" 2' - 8 1/2" 10' - 8" 10' - 8" 24' - 3 1/4" 24' - 0" 23' - 4 3/4" 12' - 1" 23' - 5 1/4" 6' - 3" 6' - 7" 11' - 2" 4' - 6" 5' - 3" 6' - 0 1/2" STAIR CORE 18' - 5 1/8" 1' - 0" 3' - 0" 15' - 2" 1' - 6" 24'-0" 28' - 8" 5' - 0" 28' - 8" 4' - 10" 3' - 0" 6' - 4 1/2" TYP EQ TYP EQ 5' - 10" 4' - 6" 5' - 3" 1' - 6" 3' - 0" TYP 4' - 3 7/8" 1' - 6" 6' - 3" 6' - 3" 7' - 5" 5' - 5" 10' - 6 7/8" 5' - 3 3/4" 16' - 2" 16' - 5" 23' - 8 3/4" 23' - 4 7/8" 12' - 1" 23' - 5 1/4" 2' - 8 1/2" 10' - 8" 10' - 8" 4' - 6" 5' - 3" 2'-8" 2'-8" 2'-8" 15' - 2" 3' - 10" STAIR CORE 21' - 4" 24' - 0" 26' - 4" 25' - 2" 1' - 3 7/8" 20' - 2" 8' - 0" 8' - 0" 20' - 2" 3' - 8 1/8" EQ EQ 4' - 2 1/2" 5' - 3" 2' - 5 1/2" 3' - 6" 12' - 0" 5' - 4 1/2" 4' - 6 1/2" 2' - 4 1/2" 8' - 6" 4' - 5" 6' - 1" 6' - 1" 9' - 7" 6' - 4" 6' - 4" 6' - 0" 5' - 10 1/2" EQ EQ EQ EQ EQ EQ 4" TYP TYP 5' - 0" TYP 1' - 0" 20' - 2" 8' - 0" 8' - 0" 20' - 2" 3' - 4" 2' - 8" 4' - 0" E1 54G W56G 5' - 10" 506A 504A 516B 514B 6' - 7 1/2" TYP DIMS 508B 5' - 3" 2' - 4 1/8" 4' - 1 1/8" 5' - 3" 10' - 1" 8' - 6" 5' - 3" 10' - 3" 8' - 6" 5' - 3" 9' - 11" 6' - 9 5/8" 2' - 3 1/2" 5' - 10" 5' - 10" EQ EQ 11' - 2" 6' - 7" 6' - 7" 11' - 2" 11' - 2" EQ EQ A9.21 16 524 W26G W26G W24G 512B 10.6 A7.20 9 W66G THIS UNIT 4' - 8" W54G 11' - 2" W14G W84G W14G W56G S12 S12 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 2/24/2014 6:17:36 PM C:\revit local files\113026_B_Block23_A13\113026_B_Block23_A13_pschultz.rvt 1/8" = 1'-0" OLD TOWN FLATS FORTCOLLINS, COLORADO 113026.00 OZ PS 2/24/2014 CONSTRUCTION LEVEL 5 PLAN A2.05 OLD TOWN FLATS EI 1 LEVEL 1/8" = 1'-0" 5 PLAN 0' 4' 8' 16' 32' FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION OF 4982.23'. 2 STUD FRAMING AT LEVEL 1 TO BE METAL (NON-COMBUSTIBLE). STUD FRAMING AT LEVEL 2 & ABOVE TO BE WOOD. 3 SEE SHEET A10.02 FOR PARTITON TYPES. WOOD STUD PARTITIONS ARE TYPE W24G, U.0.N. METAL STUD PARTITONS ARE TYPE 23C U.O.N. 4 SEE CODE PLANS (A0.01 & A0.02) FOR WALL, FLOOR/CEILING & ROOF/CEILING ASSEMBLY RATINGS. MAINTAIN THE RATING OF THE ASSEMBLY AT ALL OPENINGS & PENETRATIONS. PROVIDE TIRE OR FIRE/SMOKE DAMPERS IN DUCTS AS REQUIRED. 5 INTERIOR DIMENSIONS ARE TO FACE OF GYP BD, COLUMN CENTERLINE, OR FACE OF CONCRETE/CMU U.O.N. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING OR FACE OF CONCRETE/CMU U.O.N. MAINTAIN DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD". 6 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR WALLS. 7 PROVIDE BLOCKING IN WALLS & CEILINGS AS REQUIRED FOR ALL FIXTURES, CABINETS, DEVICES, EQUPMENT, ETC. 8 THERE SHALL BE NO EXPOSED PIPE, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED, UNLESS NOTED AS EXPOSED CONSTRUCTION. 9 VERIFY ATTACHMENT OF FRAMING TO THE P.T. SLAB WITH STRUCTURAL ENGINEER. 10 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 11 SEE SHEETS A2.21 & A2.22 FOR UNIT PLANS. 12 SEE SHEET A8.01 FOR DOOR SCHEDULE. 13 SEE SHEET A8.10 FOR WINDOW & STOREFRONT ELEVATIONS. 14 SEE SHEETS A9.21 FOR BALCONY TYPES. 15 SEE SHEET A10.01 FOR MOUNTING HEIGHTS & BLOCKING DETAILS FOR FUTURE INSTALLATION OF GRAB BARS. 16 SEE SHEETS A7.20 & A7.21 FOR TYPICAL INTERIOR DETAILS & FLOORING TRANSITIONS. 17 SEE CIVIL FOR PARKING LAYOUT. SYSTEM TYPES LEGEND E1 STUCCO ON WOOD STUD E2 BRICK ON WOOD STUD E3 CEMENT PANEL ON WOOD STUD E4 LAP SIDING ON WOOD STUD E5 METAL PANEL ON WOOD STUD E6 EXTERIOR GROUND FACE CMU E7 DOUBLE WYTHE BRICK E8 BRICK ON 6" CMU E9 STUCCO ON CONCRETE E10 EXTERIOR SPLIT FACE CMU E11 STUCCO ON METAL STUD E12 BRICK ON METAL STUD E13 CEMENT PANEL ON METAL STUD E14 LAP SIDING ON METAL STUD F1 FLOOR ASSEMBLY: WOOD FRAME @ CORRIDOR F2 FLOOR ASSEMBLY: WOOD FRAME @ UNITS F3 FLOOR ASSEMBLY: PT SLAB @ GARAGE F4 FLOOR ASSEMBLY: PT SLAB @ BUILDING R1 ROOF ASSEMBLY: WOOD TRUSS R2 ROOF ASSEMBLY: WOOD RAFTERS PROJECT FLAGNOTES NO. KEYNOTE 5.4 METAL BALCONY GUARDRAIL - RE: OVERALL PLANS FOR TYPES & SHTS A9.21 - A9.23 DETAILS 6.8 3" PVC UNDER-FLOOR VENT PIPE TO ROOF 10.6 RECESSED FIRE EXTINGUISHER CABINET, RE: DETAILS 35(9 NEXT 5), &/RI:DOO'LPHQVLRQV 5),:* 5),:* 5),0RYHZDOOIRU(30')5RRP 5), 5), :DVKHU'U\HU6WDFN&RQIOLFW:LWK7-, V 504 503 501 502 507 505 510 508 506 511 509 513 516 514 512 519 517 515 522 521 520 518 DW WH W/D REF DW W/D WH REF DW WH W/D DW REF A A B B D D K K L L 1 1 2 2 4 4 5 5 7 7 8 8 9 9 A6.01 4 A6.02 4 7 A6.01 6 A6.02 4 A4.11 4 A4.11 1 A4.11 1 A4.11 2 A4.11 2 A4.11 M M G G J J H H F F C C E E 6 6 1 A5.01 2 A5.01 3 A5.01 4 A5.01 1 A5.02 3 A5.02 3 3 4 A5.02 5 A5.02 1 A5.03 3 A5.03 4 A5.03 1 A5.04 2 A5.04 3 A5.04 4 A5.04 5 A5.03 1 A4.01 2 A4.01 2 A4.02 1 A4.02 2 BR B 422 2 BR D 421 1 BR B 419 1 BR B 420 1 BR B 417 1 BR C 418 1 BR B 415 1 BR B 416 2 BR A 414 STUDIO B 413 STUDIO A 411 STUDIO A 409 STUDIO A 407 1 BR B 405 1 BR B 403 2 BR B 401 2 BR B 402 1 BR A 404 1 BR B 406 1 BR A 408 1 BR A 410 2 BR C 412 STOR 425 3 A4.11 3 A4.11 421B 423 A6.10 4 402B STAIR 1 423 CORRIDOR 400 422B STAIR 2 426 3 A4.02 2 A5.02 2 A5.03 TBD 424 426 401B A9.02 24 A9.02 24 A9.02 24 401A 402A 409A 407A 403A 408A 411A 412A 410A 414A 425 416A 413A 415A 418A 417A 420A 419A 422A 421A 405A SIM E1 E1 E1 E4 E1 E1 E1 E1 E1 E1 E1 E1 E1 E2 E1 E1 E1 W56G W56G W56G W56G W54G W56G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G E1 10.6 W66G W66G W56G W56G W56G W56G W66G E1 E1 E1 E1 E1 E4 E1 E1 E1 W66G E1 E1 E1 E1 E1 E1 E1 E1 W66G E3 E1 E1 E1 E3 E1 E3 E1 E3 E2 E1 E1 RD 6.8 10.6 E3 E3 E1 E1 SIM SIM W66G E1 E1 BALCONY 'C' BALCONY 'C' BALCONY 'A' BALCONY 'C' BALCONY 'C' SIDING CHANGE W12 W12 W12 W12 W66G ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN W56G ALIGN ALIGN W56G ALIGN ALIGN W14G ALIGN W14 W24G ALIGN 26' - 2" 10' - 10" 17' - 9" 8' - 11" 30' - 0" 26' - 6" 9' - 3 3/4" 30' - 3 1/4" 10' - 4 3/8" 12' - 1" 11' - 11" 12' - 1" 11' - 11" 24' - 8 1/2" 11' - 11" 12' - 1" 5 1/8" STAIR CORE 8' - 0" 1 1/8" 12' - 1" 23' - 5 1/4" 181' - 4 5/8" 4' - 3 1/4" 14' - 9" 22' - 7 1/2" 17' - 4 1/2" 5' - 4" 8' - 10" 15' - 2" 13' - 4" 12' - 0" 16' - 6" 25' - 6" 20' - 6" 5' - 2 3/8" 56' - 4" 18' - 9 3/8" 107' - 2 1/4" 1' - 3 1/4" 14' - 9" 22' - 7 1/2" 17' - 4 1/2" 5' - 4" 8' - 10" 15' - 2" 13' - 4" 12' - 0" 16' - 6" 25' - 6" 20' - 6" 5' - 2 3/8" 56' - 4" 122' - 0 5/8" 4' - 3 7/8" 25' - 2" 26' - 2" 26' - 4" 10' - 10" 17' - 9" 38' - 11" 26' - 6" 9' - 3 3/4" 185' - 3 5/8" 10' - 2 5/8" 11' - 10 1/2" 9' - 5 3/4" 12' - 1" 11' - 8 1/4" 12' - 1" 23' - 4 3/4" 24' - 0" 24' - 8 3/8" STAIR CORE 10' - 0" 12' - 4 1/8" 23' - 5 1/4" TYP 5' - 0" 3' - 0" 4' - 10" 5' - 10" 3 3/4" 2' - 8 1/2" 10' - 8" 10' - 8" 24' - 3 1/4" 24' - 0" 23' - 4 3/4" 12' - 1" 23' - 5 1/4" 11' - 2" 6' - 3" 5 1/2" 5 1/2" 4' - 6" 5' - 3" 4' - 6" 5' - 3" STAIR CORE 18' - 5 1/8" 1' - 0" 1' - 6" 24'-0" 27' - 2" 5' - 0" 27' - 2" TYP 1' - 0" 3' - 0" 4' - 10" 5' - 10" 3 3/4" 2' - 8 1/2" 10' - 8" 10' - 8" 24' - 3 1/4" 24' - 0" 23' - 4 3/4" 12' - 1" 23' - 5 1/4" 11' - 2" 6' - 3" 6' - 7" 11' - 2" 0" 5 1/2" 5 1/2" 4' - 6" 5' - 3" 5' - 9 1/2" 11' - 10" 12' - 0" 12' - 0" 12' - 0" 11' - 8" 6' - 9 5/8" 6' - 0 1/2" STAIR CORE 18' - 5 1/8" 1' - 0" 3' - 0" 15' - 2" 1' - 6" 24'-0" 28' - 8" 5' - 0" 28' - 8" 4' - 10" 3' - 0" 6' - 4 1/2" TYP EQ TYP EQ 5' - 10" 4' - 6" 5' - 3" 1' - 6" 3' - 0" TYP 4' - 3 7/8" 1' - 6" 11' - 2" 6' - 3" 6' - 3" 11' - 2" EQ EQ 7' - 5" 5' - 5" 10' - 6 7/8" 5' - 3 3/4" 16' - 2" 16' - 5" 23' - 8 3/4" 23' - 4 7/8" 12' - 1" 23' - 5 1/4" 2' - 8 1/2" 10' - 8" 10' - 8" 4' - 6" 5' - 3" 2'-8" 2'-8" 2'-8" 15' - 2" 3' - 10" STAIR CORE 21' - 4" 24' - 0" 26' - 4" 25' - 2" 1' - 3 7/8" 20' - 2" 8' - 0" 8' - 0" 20' - 2" 3' - 8 1/8" EQ EQ 2' - 0" 3' - 0" 8' - 0" 5' - 0" 3' - 4" 5 1/2" 4' - 6 1/2" 2' - 4 1/2" 8' - 6" 4' - 5" 6' - 1" 6' - 1" 9' - 7" 6' - 4" 6' - 4" 4' - 0" 4' - 0" 4' - 4" EQ EQ EQ EQ 5 1/2" EQ EQ TYP 5' - 0" 4" TYP TYP 5' - 0" 20' - 2" 8' - 0" 8' - 0" 20' - 2" 3' - 4" 2' - 8" 4' - 0" E1 11' - 2" 6' - 7" 6' - 7" 406 404A TYP 1' - 0" 6' - 7 1/2" E1 EQ EQ 34' - 7 7/8" 24' - 0" 5' - 10" A9.21 9 424 F2 412B THIS UNIT 4' - 8" W54G 10.6 A7.20 9 SIDING CHANGE (TRIM) W14G W84G W14G W56G S12 S12 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 2/24/2014 6:17:29 PM C:\revit local files\113026_B_Block23_A13\113026_B_Block23_A13_pschultz.rvt 1/8" = 1'-0" OLD TOWN FLATS FORTCOLLINS, COLORADO 113026.00 OZ PS 2/24/2014 CONSTRUCTION LEVEL 4 PLAN A2.04 OLD TOWN FLATS EI 1 LEVEL 1/8" = 1'-0" 4 PLAN 0' 4' 8' 16' 32' FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION OF 4982.23'. 2 STUD FRAMING AT LEVEL 1 TO BE METAL (NON-COMBUSTIBLE). STUD FRAMING AT LEVEL 2 & ABOVE TO BE WOOD. 3 SEE SHEET A10.02 FOR PARTITON TYPES. WOOD STUD PARTITIONS ARE TYPE W24G, U.0.N. METAL STUD PARTITONS ARE TYPE 23C U.O.N. 4 SEE CODE PLANS (A0.01 & A0.02) FOR WALL, FLOOR/CEILING & ROOF/CEILING ASSEMBLY RATINGS. MAINTAIN THE RATING OF THE ASSEMBLY AT ALL OPENINGS & PENETRATIONS. PROVIDE TIRE OR FIRE/SMOKE DAMPERS IN DUCTS AS REQUIRED. 5 INTERIOR DIMENSIONS ARE TO FACE OF GYP BD, COLUMN CENTERLINE, OR FACE OF CONCRETE/CMU U.O.N. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING OR FACE OF CONCRETE/CMU U.O.N. MAINTAIN DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD". 6 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR WALLS. 7 PROVIDE BLOCKING IN WALLS & CEILINGS AS REQUIRED FOR ALL FIXTURES, CABINETS, DEVICES, EQUPMENT, ETC. 8 THERE SHALL BE NO EXPOSED PIPE, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED, UNLESS NOTED AS EXPOSED CONSTRUCTION. 9 VERIFY ATTACHMENT OF FRAMING TO THE P.T. SLAB WITH STRUCTURAL ENGINEER. 10 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 11 SEE SHEETS A2.21 & A2.22 FOR UNIT PLANS. 12 SEE SHEET A8.01 FOR DOOR SCHEDULE. 13 SEE SHEET A8.10 FOR WINDOW & STOREFRONT ELEVATIONS. 14 SEE SHEETS A9.21 FOR BALCONY TYPES. 15 SEE SHEET A10.01 FOR MOUNTING HEIGHTS & BLOCKING DETAILS FOR FUTURE INSTALLATION OF GRAB BARS. 16 SEE SHEETS A7.20 & A7.21 FOR TYPICAL INTERIOR DETAILS & FLOORING TRANSITIONS. 17 SEE CIVIL FOR PARKING LAYOUT. SYSTEM TYPES LEGEND E1 STUCCO ON WOOD STUD E2 BRICK ON WOOD STUD E3 CEMENT PANEL ON WOOD STUD E4 LAP SIDING ON WOOD STUD E5 METAL PANEL ON WOOD STUD E6 EXTERIOR GROUND FACE CMU E7 DOUBLE WYTHE BRICK E8 BRICK ON 6" CMU E9 STUCCO ON CONCRETE E10 EXTERIOR SPLIT FACE CMU E11 STUCCO ON METAL STUD E12 BRICK ON METAL STUD E13 CEMENT PANEL ON METAL STUD E14 LAP SIDING ON METAL STUD F1 FLOOR ASSEMBLY: WOOD FRAME @ CORRIDOR F2 FLOOR ASSEMBLY: WOOD FRAME @ UNITS F3 FLOOR ASSEMBLY: PT SLAB @ GARAGE F4 FLOOR ASSEMBLY: PT SLAB @ BUILDING R1 ROOF ASSEMBLY: WOOD TRUSS R2 ROOF ASSEMBLY: WOOD RAFTERS PROJECT FLAGNOTES NO. KEYNOTE 6.8 3" PVC UNDER-FLOOR VENT PIPE TO ROOF 10.6 RECESSED FIRE EXTINGUISHER CABINET, RE: DETAILS 35(9 NEXT 5), &/RI:DOO'LPHQVLRQV 5),:* 5),:* 5), :DVKHU'U\HU6WDFN&RQIOLFW:LWK7-, V 411 409 407 405 403 401 412 410 408 406 404 402 413 416 414 422 420 418 417 415 419 421 DW WH W/D REF DW W/D WH REF DW WH W/D DW REF A A B B D D K K L L 1 1 2 2 4 4 5 5 7 7 8 8 9 9 A6.01 3 A6.02 3 7 A6.01 6 A6.02 4 A4.11 4 A4.11 1 A4.11 1 A4.11 2 A4.11 2 A4.11 M M G G J J H H F F C C E E 6 6 1 A5.01 2 A5.01 3 A5.01 4 A5.01 1 A5.02 3 A5.02 3 3 4 A5.02 5 A5.02 1 A5.03 3 A5.03 4 A5.03 1 A5.04 2 A5.04 3 A5.04 4 A5.04 5 A5.03 1 A4.01 2 A4.01 2 A4.02 1 A4.02 2 BR B 322 2 BR B 321 1 BR B 319 1 BR B 320 1 BR B 317 1 BR C 318 1 BR B 315 1 BR B 316 2 BR A 314 STUDIO B 313 STUDIO A 311 STUDIO A 309 STUDIO A 307 1 BR B 305 1 BR B 303 2 BR B 301 2 BR B 302 1 BR A 304 1 BR B 306 1 BR A 308 1 BR A 2 BR C 310 312 CORRIDOR 300 STOR 325 3 A4.11 3 A4.11 321B 323 A6.10 3 STAIR 1 323 STAIR 2 326 302B 322B 3 A4.02 2 A5.02 2 A5.03 MDF RM 324 326 301B A9.02 24 A9.02 24 SIM A9.02 24 301A 302A 303A 304A 305A 306A 307A 308A 311A 309A 312A 310A 314A 313A 316A 315A 318A 317A 320A 319A 322A 321A 325 E1 E1 E1 E4 E1 E1 E1 E1 E2 E1 E2 E1 E2 E2 E1 E1 E1 W56G W56G W56G W56G W54G W56G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G E1 10.6 W66G W66G W56G W56G W56G W56G E1 E1 E1 E1 E1 E4 E1 E1 E1 W66G E1 E1 E1 E1 E1 E1 E1 E1 E1 W66G E3 E1 E1 E1 E3 E1 E3 E1 E3 E2 E1 E1 6.8 E3 E3 E1 E1 SIM SIM 5.4 W66G E1 E1 BALCONY 'C1' BALCONY 'C1' BALCONY 'A' BALCONY 'C1' BALCONY 'C1' SIDING CHANGE W12 W12 W12 W12 W66G ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN W56G ALIGN ALIGN W56G ALIGN ALIGN W14G ALIGN W14G W24G ALIGN 26' - 2" 10' - 10" 17' - 9" 8' - 11" 30' - 0" 26' - 6" 9' - 3 3/4" 9' - 4 3/4" 20' - 10 1/2" 10' - 4 3/8" 12' - 1" 11' - 11" 12' - 1" 11' - 11" 24' - 8 1/2" 11' - 11" 12' - 1" 5 1/8" STAIR CORE 8' - 0" 1 1/8" 12' - 1" 23' - 5 1/4" 181' - 4 5/8" 4' - 3 1/4" 14' - 9" 22' - 7 1/2" 17' - 4 1/2" 5' - 4" 8' - 10" 15' - 2" 13' - 4" 12' - 0" 16' - 6" 25' - 6" 20' - 6" 5' - 2 3/8" 56' - 4" 18' - 9 3/8" 107' - 2 1/4" 1' - 3 1/4" 14' - 9" 22' - 7 1/2" 17' - 4 1/2" 5' - 4" 8' - 10" 15' - 2" 13' - 4" 12' - 0" 16' - 6" 25' - 6" 20' - 6" 5' - 2 3/8" 56' - 4" 122' - 0 5/8" 4' - 3 7/8" 25' - 2" 26' - 2" 26' - 4" 10' - 10" 17' - 9" 38' - 11" 26' - 6" 9' - 3 3/4" 185' - 3 5/8" 10' - 2 5/8" 11' - 10 1/2" 9' - 5 3/4" 12' - 1" 11' - 8 1/4" 12' - 1" 23' - 4 3/4" 24' - 0" 24' - 8 3/8" STAIR CORE 10' - 0" 12' - 4 1/8" 23' - 5 1/4" TYP 5' - 0" 27' - 2" 5' - 0" 27' - 2" 3' - 0" 4' - 10" 5' - 10" 3 3/4" 2' - 8 1/2" 10' - 8" 10' - 8" 24' - 3 1/4" 24' - 0" 23' - 4 3/4" 12' - 1" 23' - 5 1/4" 11' - 2" 6' - 3" 4' - 0" 5 1/2" 5 1/2" 4' - 6" 5' - 3" 4' - 6" 5' - 3" STAIR CORE 18' - 5 1/8" 1' - 6" 24'-0" 27' - 2" 5' - 0" 27' - 2" TYP 1' - 0" 3' - 0" 4' - 10" 5' - 10" 3 3/4" 2' - 8 1/2" 10' - 8" 10' - 8" 24' - 3 1/4" 24' - 0" 23' - 4 3/4" 12' - 1" 23' - 5 1/4" 11' - 2" 6' - 3" 6' - 7" 11' - 2" 4' - 0" 5' - 0" 5 1/2" 5 1/2" 4' - 6" 5' - 3" 5' - 9 1/2" 11' - 10" 12' - 0" 12' - 0" 12' - 0" 11' - 8" 6' - 9 5/8" 6' - 0 1/2" STAIR CORE 18' - 5 1/8" 3' - 0" 15' - 2" 1' - 6" 24'-0" 28' - 8" 5' - 0" 28' - 8" 4' - 10" 3' - 0" 6' - 4 1/2" TYP EQ TYP EQ 5' - 10" 4' - 6" 5' - 3" 1' - 6" 5 1/2" 3' - 0" TYP 4' - 3 7/8" 1' - 6" 11' - 2" 6' - 3" 6' - 3" 11' - 2" 4' - 0" 5' - 0" 4' - 0" 7' - 5" 5' - 5" 10' - 6 7/8" 5' - 3 3/4" 16' - 2" 16' - 5" 23' - 8 3/4" 23' - 4 7/8" 12' - 1" 23' - 5 1/4" 5 1/2" 5 1/2" 2' - 8 1/2" 10' - 8" 10' - 8" 4' - 6" 5' - 3" 2'-8" 2'-8" 2'-8" 15' - 2" 3' - 10" STAIR CORE 21' - 4" 24' - 0" 26' - 4" 25' - 2" 1' - 3 7/8" 20' - 2" 8' - 0" 8' - 0" 20' - 2" 3' - 8 1/8" 6' - 7 1/2" TYP 6' - 2 1/2" TYP EQ EQ 5' - 8 1/2" 3' - 0" 8' - 0" 5' - 0" 3' - 4" 5 1/2" 4' - 6 1/2" 2' - 4 1/2" 8' - 6" 4' - 5" 6' - 1" 6' - 1" 9' - 7" 6' - 4" 6' - 4" 4' - 0" 4' - 0" 4' - 4" EQ EQ EQ EQ 5 1/2" EQ EQ EQ EQ TYP 5' - 0" 4" TYP TYP 5' - 0" TYP 1' - 0" 20' - 2" 8' - 0" 8' - 0" 20' - 2" 3' - 4" 2' - 8" 4' - 0" 5' - 10" 4' - 0" E2 11' - 2" 6' - 7" 6' - 7" 54G W56G 1' - 0" 5' - 10" 34' - 7 7/8" 24' - 0" 324 W26G W26G 312B W66G THIS UNIT 4' - 8" W54G 10.6 10.6 A7.20 9 SIDING CHANGE (TRIM) W14G W84G W14G W56G S12 S12 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 2/24/2014 6:16:58 PM C:\revit local files\113026_B_Block23_A13\113026_B_Block23_A13_pschultz.rvt 1/8" = 1'-0" OLD TOWN FLATS FORTCOLLINS, COLORADO 113026.00 OZ PS 2/24/2014 CONSTRUCTION LEVEL 3 PLAN A2.03 OLD TOWN FLATS EI 1 LEVEL 1/8" = 1'-0" 3 PLAN 0' 4' 8' 16' 32' FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION OF 4982.23'. 2 STUD FRAMING AT LEVEL 1 TO BE METAL (NON-COMBUSTIBLE). STUD FRAMING AT LEVEL 2 & ABOVE TO BE WOOD. 3 SEE SHEET A10.02 FOR PARTITON TYPES. WOOD STUD PARTITIONS ARE TYPE W24G, U.0.N. METAL STUD PARTITONS ARE TYPE 23C U.O.N. 4 SEE CODE PLANS (A0.01 & A0.02) FOR WALL, FLOOR/CEILING & ROOF/CEILING ASSEMBLY RATINGS. MAINTAIN THE RATING OF THE ASSEMBLY AT ALL OPENINGS & PENETRATIONS. PROVIDE TIRE OR FIRE/SMOKE DAMPERS IN DUCTS AS REQUIRED. 5 INTERIOR DIMENSIONS ARE TO FACE OF GYP BD, COLUMN CENTERLINE, OR FACE OF CONCRETE/CMU U.O.N. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING OR FACE OF CONCRETE/CMU U.O.N. MAINTAIN DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD". 6 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR WALLS. 7 PROVIDE BLOCKING IN WALLS & CEILINGS AS REQUIRED FOR ALL FIXTURES, CABINETS, DEVICES, EQUPMENT, ETC. 8 THERE SHALL BE NO EXPOSED PIPE, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED, UNLESS NOTED AS EXPOSED CONSTRUCTION. 9 VERIFY ATTACHMENT OF FRAMING TO THE P.T. SLAB WITH STRUCTURAL ENGINEER. 10 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 11 SEE SHEETS A2.21 & A2.22 FOR UNIT PLANS. 12 SEE SHEET A8.01 FOR DOOR SCHEDULE. 13 SEE SHEET A8.10 FOR WINDOW & STOREFRONT ELEVATIONS. 14 SEE SHEETS A9.21 FOR BALCONY TYPES. 15 SEE SHEET A10.01 FOR MOUNTING HEIGHTS & BLOCKING DETAILS FOR FUTURE INSTALLATION OF GRAB BARS. 16 SEE SHEETS A7.20 & A7.21 FOR TYPICAL INTERIOR DETAILS & FLOORING TRANSITIONS. 17 SEE CIVIL FOR PARKING LAYOUT. SYSTEM TYPES LEGEND E1 STUCCO ON WOOD STUD E2 BRICK ON WOOD STUD E3 CEMENT PANEL ON WOOD STUD E4 LAP SIDING ON WOOD STUD E5 METAL PANEL ON WOOD STUD E6 EXTERIOR GROUND FACE CMU E7 DOUBLE WYTHE BRICK E8 BRICK ON 6" CMU E9 STUCCO ON CONCRETE E10 EXTERIOR SPLIT FACE CMU E11 STUCCO ON METAL STUD E12 BRICK ON METAL STUD E13 CEMENT PANEL ON METAL STUD E14 LAP SIDING ON METAL STUD F1 FLOOR ASSEMBLY: WOOD FRAME @ CORRIDOR F2 FLOOR ASSEMBLY: WOOD FRAME @ UNITS F3 FLOOR ASSEMBLY: PT SLAB @ GARAGE F4 FLOOR ASSEMBLY: PT SLAB @ BUILDING R1 ROOF ASSEMBLY: WOOD TRUSS R2 ROOF ASSEMBLY: WOOD RAFTERS PROJECT FLAGNOTES NO. KEYNOTE 5.4 METAL BALCONY GUARDRAIL - RE: OVERALL PLANS FOR TYPES & SHTS A9.21 - A9.23 DETAILS 6.8 3" PVC UNDER-FLOOR VENT PIPE TO ROOF 10.6 RECESSED FIRE EXTINGUISHER CABINET, RE: DETAILS 35(9 NEXT 5), &/RI:DOO'LPHQVLRQV 5),:* 5),:* 5),0RYHZDOOIRU(30')5RRP 5), 5), :DVKHU'U\HU6WDFN&RQIOLFW:LWK7-, V 312 308 306 304 302 307 305 303 301 310 311 309 317 319 318 315 316 314 322 320 321 313 DW WH W/D REF DW WH W/D DW REF W/D WH REF DW 28' - 8" 5' - 0" 28' - 8" A A B B D D K K L L 1 1 2 2 4 4 5 5 7 7 8 8 9 9 TYP. 5' - 0" 2 BR B 201 2 BR B 202 1 BR A 204 1 BR B 205 STUDIO A 207 1 BR B 206 1 BR A 208 STUDIO A 209 1 BR A 210 2 BR A-TYPE A 214 1 BR B 216 1 BR B 215 1 BR C 218 1 BR B 217 1 BR B 219 1 BR B 220 2 BR B 222 2 BR D 221 STAIR 1 223 STAIR 2 226 216A 218A 222A 213A 215A 219A 205A 208A 201B 221A 217A A6.01 2 A6.02 2 7 A6.01 6 A6.02 4 A4.11 4 A4.11 1 A4.11 1 A4.11 2 A4.11 2 A4.11 TYP 5' - 0" 221B 27' - 2" 5' - 0" 27' - 2" 1 BR B 203 STUDIO A 211 JAN 224 2 BR C 212 STUDIO B 213 M M G G J J H H F F C C E E 6 6 1 A5.01 2 A5.01 3 A5.01 4 A5.01 1 A5.02 3 A5.02 3 3 4 A5.02 5 A5.02 1 A5.03 3 A5.03 4 A5.03 1 A5.04 2 A5.04 3 A5.04 4 A5.04 5 A5.03 TYP 1' - 0" TYP 1' - 0" 1 A4.01 2 A4.01 2 A4.02 1 A4.02 210A 223 203A 212A 204A 214A 202B 3 A4.11 3 A4.11 E1 E2 E1 E4 E1 E1 E1 E1 E2 E1 E2 E1 E2 E2 E2 E1 E1 E1 W56G W56G W54G W56G W56G W54G W56G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G W66G E2 A6.10 2 3' - 0" 209A 4' - 10" 4' - 10" 225 202A 204B 3' - 0" 211A 207A 201A 222B 220A 10.6 10.6 W66G W66G W56G W56G W56G W56G W66G S12 1 FDP 3 4 FDP 3 3 A4.02 E1 E1 E1 E1 E1 E4 E1 E1 E1 W66G E2 E1 E1 E2 E1 E2 E2 E1 E2 W66G E2 E2 E1 E2 E2 E2 E2 E2 E3 E2 E2 E2 A7.20 9 RD 6.8 2 A5.02 2 A5.03 CORRIDOR 200 STOR 225 22.8 208B 206A 226 10.6 5' - 10" 5' - 10" E3 E3 E1 E1 212B S10 S11 A9.02 24 SIM A9.02 24 SIM A9.02 24 SIM W66G 26' - 2" 10' - 10" 17' - 9" 8' - 11" 30' - 0" 26' - 6" 9' - 3 3/4" 26' - 4" 25' - 2" 9' - 4 3/4" 20' - 10 1/2" 10' - 4 3/8" 12' - 1" 11' - 11" 12' - 1" 11' - 11" 24' - 8 1/2" 11' - 11" 12' - 1" 8' - 6 1/4" 12' - 1" 23' - 5 1/4" 181' - 4 5/8" 4' - 3 1/4" 14' - 9" 22' - 7 1/2" 17' - 4 1/2" 5' - 4" 8' - 10" 15' - 2" 13' - 4" 12' - 0" 16' - 6" 25' - 6" 20' - 6" 5' - 2 3/8" 6' - 7 1/2" 6' - 4 1/2" 1' - 0" 6' - 0" 1' - 0" 2' - 6" TYP DIMS 4' - 0" TYP 5' - 0" 4' - 0" EQ EQ 5' - 10" 2' - 0" 3' - 0" 8' - 0" 5' - 0" 3' - 4" 1' - 3 7/8" 3' - 8 1/8" 56' - 4" 18' - 9 3/8" 107' - 2 1/4" 20' - 2" 8' - 0" 8' - 0" 20' - 2" 4' - 6" 5' - 3" 1' - 6" 5 1/2" 3' - 0" TYP E2 4' - 3 7/8" 5 1/2" E1 1' - 6" 1' - 3 1/4" 14' - 9" 22' - 7 1/2" 17' - 4 1/2" 5' - 4" 8' - 10" 15' - 2" 13' - 4" 12' - 0" 16' - 6" 25' - 6" 20' - 6" 5' - 2 3/8" 56' - 4" 122' - 0 5/8" 3 3/4" 20' - 2" 8' - 0" 8' - 0" 20' - 2" BALCONY 'C1' BALCONY 'C1' BALCONY 'A1' BALCONY 'B' BALCONY 'B1' BALCONY 'B1' BALCONY 'C1' BALCONY 'C1' 6' - 1" 9' - 7" 11' - 2" 6' - 3" 6' - 3" 11' - 2" 4' - 0" 5' - 0" 4' - 0" 7' - 5" 5' - 5" 5 1/2" 5 1/2" 5 1/2" 10' - 6 7/8" 5' - 3 3/4" 16' - 2" 16' - 5" 23' - 8 3/4" 23' - 4 7/8" 12' - 1" 23' - 5 1/4" 5 1/2" 5 1/2" 2' - 8 1/2" 2' - 8 1/2" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 4' - 3 7/8" 25' - 2" 26' - 2" 26' - 4" 10' - 10" 17' - 9" 38' - 11" 26' - 6" 9' - 3 3/4" 185' - 3 5/8" SIDING 6' - 4" 6' - 4" CHANGE 24' - 3 1/4" 24' - 0" 23' - 4 3/4" 12' - 1" 23' - 5 1/4" 11' - 2" 6' - 7" 6' - 7" 11' - 2" 6' - 3" 6' - 7" 11' - 2" W12A W14G W12A W12A W12A 4' - 0" 5' - 0" 4' - 0" 5 1/2" 5 1/2" 4' - 6" 5' - 3" 5' - 10" 4' - 6" 5' - 3" 4' - 6" 5' - 3" 10' - 2 5/8" 11' - 10 1/2" 9' - 5 3/4" 12' - 1" 11' - 8 1/4" 12' - 1" 23' - 4 3/4" 24' - 0" 47' - 0 1/2" 23' - 5 1/4" 2'-8" 2'-8" 2'-8" 4' - 0" 5' - 0" 4' - 0" 5 1/2" 10' - 0" 4' - 0" TYP 4' - 0" 5' - 0" 5 1/2" 5 1/2" EQ EQ EQ EQ 5' - 4" 5' - 4" 4' - 0" 5' - 0" 4' - 0" 5' - 6" 5' - 6" 4' - 0" 5' - 0" 4' - 0" 5' - 6" 5' - 6" 3' - 8" 5' - 0" W66G 15' - 2" ALIGN ALIGN ALIGN ALIGN ALIGN 4' - 0" 4' - 0" 4' - 4" 5 1/2" 34' - 7 7/8" 24' - 0" 3' - 0" TYP ALIGN ALIGN 1' - 6" 1' - 0" 3' - 0" 15' - 2" W56G 1' - 6" 24'-0" ALIGN ALIGN 4' - 6 1/2" 2' - 4 1/2" 8' - 6" 4' - 5" 6' - 1" ALIGN ALIGN 24' - 0" W14G ALIGN W14G W24G ALIGN 210B TYP 5' - 0" 4" TYP 54G W56G A7.12 19 THIS UNIT 4' - 8" 224 W56G W26G F3/F4 W26G A8.12 19 A8.12 20 SIDING CHANGE (TRIM) W84G W56G PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 2/24/2014 6:44:25 PM C:\Revit Local Files\113026_B_Block23_A13\113026_B_Block23_A13_janastasi.rvt 1/8" = 1'-0" OLD TOWN FLATS FORTCOLLINS, COLORADO 113026.00 OZ PS 2/24/2014 CONSTRUCTION LEVEL 2 PLAN A2.02 OLD TOWN FLATS EI 1 LEVEL 1/8" = 1'-0" 2 PLAN 0' 4' 8' 16' 32' FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION OF 4982.23'. 2 STUD FRAMING AT LEVEL 1 TO BE METAL (NON-COMBUSTIBLE). STUD FRAMING AT LEVEL 2 & ABOVE TO BE WOOD. 3 SEE SHEET A10.02 FOR PARTITON TYPES. WOOD STUD PARTITIONS ARE TYPE W24G, U.0.N. METAL STUD PARTITONS ARE TYPE 23C U.O.N. 4 SEE CODE PLANS (A0.01 & A0.02) FOR WALL, FLOOR/CEILING & ROOF/CEILING ASSEMBLY RATINGS. MAINTAIN THE RATING OF THE ASSEMBLY AT ALL OPENINGS & PENETRATIONS. PROVIDE TIRE OR FIRE/SMOKE DAMPERS IN DUCTS AS REQUIRED. 5 INTERIOR DIMENSIONS ARE TO FACE OF GYP BD, COLUMN CENTERLINE, OR FACE OF CONCRETE/CMU U.O.N. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING OR FACE OF CONCRETE/CMU U.O.N. MAINTAIN DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD". 6 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR WALLS. 7 PROVIDE BLOCKING IN WALLS & CEILINGS AS REQUIRED FOR ALL FIXTURES, CABINETS, DEVICES, EQUPMENT, ETC. 8 THERE SHALL BE NO EXPOSED PIPE, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED, UNLESS NOTED AS EXPOSED CONSTRUCTION. 9 VERIFY ATTACHMENT OF FRAMING TO THE P.T. SLAB WITH STRUCTURAL ENGINEER. 10 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 11 SEE SHEETS A2.21 & A2.22 FOR UNIT PLANS. 12 SEE SHEET A8.01 FOR DOOR SCHEDULE. 13 SEE SHEET A8.10 FOR WINDOW & STOREFRONT ELEVATIONS. 14 SEE SHEETS A9.21 FOR BALCONY TYPES. 15 SEE SHEET A10.01 FOR MOUNTING HEIGHTS & BLOCKING DETAILS FOR FUTURE INSTALLATION OF GRAB BARS. 16 SEE SHEETS A7.20 & A7.21 FOR TYPICAL INTERIOR DETAILS & FLOORING TRANSITIONS. 17 SEE CIVIL FOR PARKING LAYOUT. SYSTEM TYPES LEGEND E1 STUCCO ON WOOD STUD E2 BRICK ON WOOD STUD E3 CEMENT PANEL ON WOOD STUD E4 LAP SIDING ON WOOD STUD E5 METAL PANEL ON WOOD STUD E6 EXTERIOR GROUND FACE CMU E7 DOUBLE WYTHE BRICK E8 BRICK ON 6" CMU E9 STUCCO ON CONCRETE E10 EXTERIOR SPLIT FACE CMU E11 STUCCO ON METAL STUD E12 BRICK ON METAL STUD E13 CEMENT PANEL ON METAL STUD E14 LAP SIDING ON METAL STUD F1 FLOOR ASSEMBLY: WOOD FRAME @ CORRIDOR F2 FLOOR ASSEMBLY: WOOD FRAME @ UNITS F3 FLOOR ASSEMBLY: PT SLAB @ GARAGE F4 FLOOR ASSEMBLY: PT SLAB @ BUILDING R1 ROOF ASSEMBLY: WOOD TRUSS R2 ROOF ASSEMBLY: WOOD RAFTERS PROJECT FLAGNOTES NO. KEYNOTE 6.8 3" PVC UNDER-FLOOR VENT PIPE TO ROOF 10.6 RECESSED FIRE EXTINGUISHER CABINET, RE: DETAILS 22.8 MOP SINK, RE: PLUMBING 35(9 NEXT 5),:* 5), &/RI:DOO'LPHQVLRQV 5),:* 5), :DVKHU'U\HU6WDFN&RQIOLFW:LWK7-, V RFI 080R1 - Alternate canopy detail to accommodate revised roof drain location. 5),5 201 202 203 208 206 204 209 207 205 213 215 216 214 211 212 210 217 218 220 222 219 221 M M FIRE ENTRY 107 T.O. SLAB 100'-0" T.O. SLAB 100'-0" G G J J H H F F C C E E B.9 6 6 B.8 C.9 8.9 6.1 1 A5.01 2 A5.01 3 A5.01 4 A5.01 1 A5.02 3 A5.02 3 3 A.0 C.2 4 A5.02 5 A5.02 1 A5.03 3 A5.03 4 A5.03 1 A5.04 2 A5.04 3 A5.04 4 A5.04 5 A5.03 1 A4.01 2 A4.01 2 A4.02 1 A4.02 101B 105A 104A 103A 102A 102B 101A 106A 107 123A 3 A4.11 3 A4.11 E12 E12 E12 E11 E11 E12 E12 T.O. SLAB 100'-0" T.O. SLAB 100'-0" T.O. SLAB 97'-2 1/2" T.O. SLAB 96'-6" T.O. SLAB 95'-8" T.O. SLAB 97'-6" T.O. SLAB 97'-3" UNISEX 111 1 BR B 103 1 BR A 104 105B 104B 111 S1 S2 S3 S5 46C PROPERTY LINE 3 A4.02 S8 26.2 22.3 5.9 46C 46C 6.8 10.7 2 A5.02 10.8 2 A5.03 5.9 5.9 22.6 3.1 126 123B 5.9 E8 E8 E8 E8 E12 E12 E12 PROPERTY LINE E12 E12 E12 E12 E12 L.8 MECH 112 112A ELEC 113 113 26.6 26.8 7.1 7.1 ALIGN S7 LINE OF BLDG ABOVE 7.1 B.5 F.7 J.9 7.9 S4 S9 9 A9.11 9 A9.11 3.1 A9.11 5 E6 E6 E12 E12 E10 E10 E9 E8 E8 E8 6 A9.11 E11 E11 FITNESS 108 6 A2.11 2' - 2" 23' - 0" 26' - 2" 25' - 2" 1' - 2" 10' - 10" 17' - 9" 8' - 11" 30' - 0" 26' - 6" 30' - 3 1/4" 10' - 4 3/8" 12' - 1" 11' - 11" 12' - 1" 11' - 11" 24' - 8 1/2" 11' - 11" 12' - 1" 8' - 6 1/4" 12' - 1" 12' - 9 1/4" 8' - 8" 179' - 4 5/8" 1' - 5 1/4" 2' - 10" 14' - 9" 9' - 9" 11' - 5" 1' - 5 1/2" 1' - 10 1/2" 15' - 6" 5' - 4" 8' - 10" 9' - 8" 5' - 6" 13' - 4" 12' - 0" 13' - 3" 3' - 3" 25' - 6" 15' - 7" 4' - 11" 3' - 2 3/8" 14' - 9" 19' - 6" 3' - 1 1/2" 16' - 4 1/2" 1' - 0" 5' - 4" 8' - 10" 15' - 2" 13' - 4" 12' - 0" 16' - 6" 25' - 6" 20' - 6" 4' - 3 7/8" 25' - 2" 2' - 0" 24' - 2" 26' - 4" 10' - 10" 17' - 9" 8' - 11" 30' - 0" 26' - 6" 162' - 3 7/8" 13' - 8" 12' - 8" 1' - 0" 16' - 8" 5' - 0" 4' - 0" TYP 5' - 0" 4' - 0" 4' - 3 7/8" 5 1/2" 11" 3' - 1" 1' - 4 1/4" 3' - 1" 8' - 4" 8' - 8" 1' - 0" 5' - 0" 1' - 0" TYP DIMS 2' - 4" 5' - 8" ALIGN ALIGN ALIGN ALIGN ALIGN 2' - 4" 9' - 6" 4' - 5 1/2" 5' - 0" 4' - 4" EQ EQ 2' - 0"3' - 0" 8' - 0" 5' - 0" 3' - 4" TYP 4' - 7 1/4" 1' - 0" 4' - 0 1/2" 9 1/2" E11 5 1/2" 8 1/8" 13' - 9" 17' - 6" 9' - 0" 3' - 4" 2' - 4" 5 1/2" 5 1/2" ALIGN 6' - 0" 3' - 4" 4' - 8" 10 5/8" 4'-0"MIN 8' - 6" 10' - 6" 8' - 0" ALIGN 4' - 0" 5 1/2" 5 1/2" TYP 3' - 0" 3' - 0" 10' - 6" ALIGN 13' - 5 1/8" 8' - 0" 7' - 2 3/4" 1' - 10" ALIGN 24'-4" 1'-9" 2'-8" 4' - 0" 4' - 0" 4' - 4" 4' - 0" TYP 5' - 0" 4' - 0" 5 1/2" 5 1/2" EQ EQ 3' - 0" 3' - 0" 4' - 0" 11' - 0" 3' - 8" 5' - 0" TYP 4' - 0" 5' - 0" 18' - 4" 1' - 0" 3' - 4" 112B 6' - 11" 8' - 10" 3' - 4" 4 RISERS 1 RISER 2 RISERS 4 RISERS 5 1/2" 32.3 32.3 32.3 32.3 32.3 32.4 32.4 32.4 32.4 32.5 32.6 32.6 32.6 32.6 32.5 32.7 32.7 32.7 32.5 6' - 11" T.O. WALL = 102' - 8" T.O. WALL = 102' - 8" T.O. WALL = 101' - 8" T.O. WALL = 100' - 8" BALCONY 'B LVL1' BALCONY 'B LVL1' BALCONY 'B LVL1' BALCONY 'C LVL 1' 12B 12B ALIGN 1 RISER 2 RISERS 4' - 8" ALIGN 10.10 10.9 10.11 10.9 10.12 10.12 10.13 10.13 S8A S9A 1' - 0" VEST 109B 109A 109B 23.2 10" 7' - 0" 4' - 8" 2' - 6" 5.9 2' - 6" 7' - 10" 2' - 4" 1' - 2" 6' - 0" 5' - 0" 22.5 S5 7 1/2" 103.0° 4' - 0" 5' - 0" 4' - 0" A8.12 16 109C 4' - 2" 7' - 0" 1' - 6" 4" 14' - 8" 17' - 0 1/2" 9' - 1 1/2" 1' - 8 1/8" EQ EQ 2' - 2" A2.10 2 S6 A2.11 12 4 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com 11/10/2014 3:00:42 PM C:\Revit Local Files\113026_B_Block23_A13\113026_B_Block23_A13_janastasi.rvt 1/8" = 1'-0" OLD TOWN FLATS FORTCOLLINS, COLORADO 113026.00 OZ PS 2/24/2014 CONSTRUCTION LEVEL 1 PLAN A2.01 OLD TOWN FLATS EI 1 LEVEL 1/8" = 1'-0" 1 PLAN 0' 4' 8' 16' 32' FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION OF 4982.23'. 2 STUD FRAMING AT LEVEL 1 TO BE METAL (NON-COMBUSTIBLE). STUD FRAMING AT LEVEL 2 & ABOVE TO BE WOOD. 3 SEE SHEET A10.02 FOR PARTITON TYPES. WOOD STUD PARTITIONS ARE TYPE W24G, U.0.N. METAL STUD PARTITONS ARE TYPE 23C U.O.N. 4 SEE CODE PLANS (A0.01 & A0.02) FOR WALL, FLOOR/CEILING & ROOF/CEILING ASSEMBLY RATINGS. MAINTAIN THE RATING OF THE ASSEMBLY AT ALL OPENINGS & PENETRATIONS. PROVIDE TIRE OR FIRE/SMOKE DAMPERS IN DUCTS AS REQUIRED. 5 INTERIOR DIMENSIONS ARE TO FACE OF GYP BD, COLUMN CENTERLINE, OR FACE OF CONCRETE/CMU U.O.N. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING OR FACE OF CONCRETE/CMU U.O.N. MAINTAIN DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD". 6 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR WALLS. 7 PROVIDE BLOCKING IN WALLS & CEILINGS AS REQUIRED FOR ALL FIXTURES, CABINETS, DEVICES, EQUPMENT, ETC. 8 THERE SHALL BE NO EXPOSED PIPE, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED, UNLESS NOTED AS EXPOSED CONSTRUCTION. 9 VERIFY ATTACHMENT OF FRAMING TO THE P.T. SLAB WITH STRUCTURAL ENGINEER. 10 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 11 SEE SHEETS A2.21 & A2.22 FOR UNIT PLANS. 12 SEE SHEET A8.01 FOR DOOR SCHEDULE. 13 SEE SHEET A8.10 FOR WINDOW & STOREFRONT ELEVATIONS. 14 SEE SHEETS A9.21 FOR BALCONY TYPES. 15 SEE SHEET A10.01 FOR MOUNTING HEIGHTS & BLOCKING DETAILS FOR FUTURE INSTALLATION OF GRAB BARS. 16 SEE SHEETS A7.20 & A7.21 FOR TYPICAL INTERIOR DETAILS & FLOORING TRANSITIONS. 17 SEE CIVIL FOR PARKING LAYOUT. SYSTEM TYPES LEGEND E1 STUCCO ON WOOD STUD E2 BRICK ON WOOD STUD E3 CEMENT PANEL ON WOOD STUD E4 LAP SIDING ON WOOD STUD E5 METAL PANEL ON WOOD STUD E6 EXTERIOR GROUND FACE CMU E7 DOUBLE WYTHE BRICK E8 BRICK ON 6" CMU E9 STUCCO ON CONCRETE E10 EXTERIOR SPLIT FACE CMU E11 STUCCO ON METAL STUD E12 BRICK ON METAL STUD E13 CEMENT PANEL ON METAL STUD E14 LAP SIDING ON METAL STUD F1 FLOOR ASSEMBLY: WOOD FRAME @ CORRIDOR F2 FLOOR ASSEMBLY: WOOD FRAME @ UNITS F3 FLOOR ASSEMBLY: PT SLAB @ GARAGE F4 FLOOR ASSEMBLY: PT SLAB @ BUILDING R1 ROOF ASSEMBLY: WOOD TRUSS R2 ROOF ASSEMBLY: WOOD RAFTERS PROJECT FLAGNOTES NO. KEYNOTE 3.1 CAST-IN-PLACE CONCRETE COLUMN, RE: STRUCTURAL 5.9 STEEL BOLLARD - TYP, RE: DETAIL SHEET A9.11 6.8 3" PVC UNDER-FLOOR VENT PIPE TO ROOF 7.1 RD LEADER, RE: DETAILS AND PLUMBING 10.7 RADON NOTIFICATION SIGN 10.8 KNOX BOX - COORD REQUIREMENTS W/ FIRE DEPT 10.9 12X18 ACCESSIBLE PARKING SIGN ON 2-1/2X2-1/2 ALUM POST, COMPLY WITH ICC/ANS1 A117.1 703.6.3.1 10.10 12X18 VAN ACCESSIBLE PARKING SIGN, WALL MOUNTED, COMPLY WITH ICC/ANS1 A117.1 703.6.3.1 10.11 12X18 "DO NOT ENTER" SIGN ON 2-1/2X2-1/2 ALUM POST 10.12 12X18 "DO NOT ENTER" SIGN, WALL MOUNTED 10.13 12X18 "ONE WAY" SIGN, WALL MOUNTED 22.3 GAS METER, RE: PLUMBING 22.5 FIRE DEPT. INLET CONNECTION, RE: PLUMBING 22.6 DOWNSPOUT NOZZLE, RE: PLUMBING 23.2 MECHANICAL UNIT, RE: MECHANICAL 26.2 TRANSFORMER, RE: ELECTRICAL 26.6 ELECTRIC METER, RE: ELECTRICAL 26.8 ELECTRICAL SERVICE PANEL, RE: ELECTRICAL 32.3 CONCRETE WHEEL STOP - TYP 32.4 4" PAVEMENT STRIPING - TYP 32.5 4" PAVEMENT STRIPING @ 24" O.OC. 32.6 INTERNATIONAL SYMBOL OF ACCESS 32.7 PAINTED DIRECTIONAL ARROW - TYP UNDER-FLOOR VENTILATION SYSTEM NOTES 1 UNDERSLAB VENTILATION SYSTEM TO BE PROVIDED TO COMPLY WITH FT. COLLINS IBC AMENDMENTS 1203.3 & SECTION 1211. 2 4" (MIN) LAYER OF FREE-DRAINING GRAVEL TO BE PLACED BELOW THE SLAB IN OCCUPIED SPACES. GRAVEL TO PASS THROUGH 2" SIEVE, BUT BE RETAINED BY 1/4" SIEVE. 3 VAPOR RETARDER TO BE PLACED OVER GRAVEL LAYER. SEAL VAPOR RETARDER TO FOUNDATION WALLS, PIERS, FOOTING PADS & PLUMBING PENETRATIONS. 4 SLAB TO BE SEALED AT PERIMETER; CONTROL, ISOLATION & CONSTRUCTION JOINTS; PIPE & ELECTRICAL PENETRATIONS; AND ALL OTHER OPENINGS. 5 3" PVC VENT RISER TO BE PROVIDED FROM GRAVEL LAYER TO 12" ABOVE ROOF. 6 PLACE SIGN STATING "RADON REDUCTION SYSTEM IS PROVIDED. SYSTEM IS NOT REQUIRED TO BE TESTED AND IS A 'PASSIVE' SYSTEM, RELYING ENTIRELY ON NATURAL VENTILATION. OCUPANTS ARE ADVISED TO TEST FOR RADON AND TAKE REMEDIAL ACTION AS NECESSARY BY INSTALLING A CONTINUOUSLY OPERATING FAN ON THE VENT PIPE (LOCATED ON THE ROOF) AND CONNECTED TO THE NEARBY ELECTRICAL OULTET. CALL 1-800-767-RADON FOR MORE INFORMATION." ASI 04R2 11/7/2014 35(9 5), &/RI:DOO'LPHQVLRQV NEXT 5),5DGRQ 6\VWHP&ODULILFDWLRQ 5), 5),*UDGHEHDPDOLJQPHQWFRQIOLFWZLWKVWUXFWXUDO6VHULHVVXSHUVHGHV 5), 5),$GGLWLRQDO%ROODUGVDW 7UDQVIRUPHU 5), 5),6WUXFWXUDO&XW RI5HWDLQLQJ:DOO 5), $6, $6,$GGHG%%46HDWLQJ$UHD 5), 5HYLVHG:DOO$VVHPEO\ 101 106 105 104 103 102 102 114 110 108 106 104