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HomeMy WebLinkAbout505 SOUTH MASON STREET - Filed UA-UNIT ADDRESSING - 2017-06-19Information 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: Todd Reidenbach Date: Todd Reidenbach Suite 101; Units 201-216, 301-316, 401-416, 501-516 Max Flats 505 S. Mason Street, Fort Collins, CO 80521 B1302090 65 203 W. Mulberry, LLC - Kevin Brinkman - For Addressing Questions, contact Tina Hippeli at 970-672-1027 tina.hippeli@brinkmanpartners.com 3003 E. Harmony Road Fort Collins CO 80528 (970) 267-0954 kevin.brinkman@brinkmanpartners.com 3/12/2014 UP UP E E 1 1 D D C C B B A A H H L L F F G G 3 3 2 2 J J 5 5 7 A6.02 1 A5.01 3 A5.01 1 A5.02 1 A4.12 1 A4.12 RETAIL/REST. 101 LINE OF BUILDING ABOVE LOBBY 104 STAIR 2 120 STAIR 1 119 ELEV MAIL T.O. SLAB 100'-2" WATER ENTRY & FIRE PUMP RM 102 STOR 107 2 A4.11 2 A4.11 W/D WH REF DW W/D WH DW REF WH W/D REF DW W/D WH 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 DW REF UP DN WD DW WH REF REF DW D W WH UP W/D DW WH REF W/D DW REF WH W/D DW REF WH W/D DW REF WH WH W/D REF DW DN E E 1 1 D D C UP DN UP DN W/D WH REF DW W/D WH DW REF WH W/D REF DW W/D WH 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 DW REF REF DW D W WH W/D DW WH REF W/D DW REF WH W/D DW REF WH W/D DW REF WH WH W/D REF DW W/D WH REF DW E E 1 1 D D UP DN UP DN W/D WH REF DW W/D WH DW REF WH W/D REF DW W/D WH 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 DW REF REF DW D W WH W/D DW WH REF W/D DW REF WH W/D DW REF WH W/D DW REF WH WH W/D REF DW W/D WH REF DW E E 1 1 D D DN DN W/D WH 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 W/D WH REF DW WH W/D REF DW WH W/D REF DW W/D WH DW REF W/D DW WH REF W/D DW REF WH W/D DW REF WH W/D DW REF WH WH W/D REF DW W/D WH REF DW E E 1 1 D D C C 208 505 418 202 415 420 131 600 227 223 211 514 421 212 506 115 209 600 212 429 510 425 229 526 223 520 219 216 412 518 518 528 221 423 219 206 127 W Mulberry St S Mason St W Myrtle St Fort 505 Collins, S Mason CO 80521 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 PRODUCTS of the by the public. City The of 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: March 12, 2014 Site Parcels 0 100 200Feet Scale 1:1,200 © B B A A H H L L F F G G STAIR 520 STAIR 519 ELEVATOR 3 3 2 2 J J 5 5 7 A6.02 1 A5.01 3 A5.01 1 A5.02 1 A4.12 1 A4.12 2 A4.11 2 A4.11 1 A4.11 1 A4.11 2 A4.12 2 A4.12 3 A4.12 3 A4.12 4 A5.02 2 A5.03 3 A5.03 1 A5.04 3 A5.04 6 A6.01 A4.01 2 1 A4.01 A4.02 1 A4.02 2 3500# CORRIDOR 521 A6.01 5 A6.02 5 1 BR C- STUDIO 504 1 BR A 511 1 BR A 509 2 BR A 507 1 BR A 505 3 BR 514 2 BR A 506 1 BR A 508 2 BR A 510 1 BR A 512 1 BR A 515 2 BR C 503 1 BR B 516 1 BR D 502 STOR 517 515B 511B 509B 507B 505B 516B 515A 511A 514A 512A 510A 508A 506A 504A 509A 507A 505A 501A 503A 516A 517 A6.03 5 2 A5.01 4 A5.01 4 4 K K 3 A5.02 513A 503B 502A 519 520 W56G W56G W54G W56G W66G W66G W66G W66G W66G W66G W66G W54G W66G W66G W66G W54G W56G W54G W56G W56G W56G W56G W56G W56G W54G W56G W54G W56G ELEV EQUIP 518 518 E1 E2 E1 E2 E2 E2 E2 E2 E2 E1 E2 E2 E2 E2 E2 E2 E2 E2 E2 E1 E1 E1 E2 E2 E1 E2 E2 E2 E2 E1 E1 E1 E7 E2 E2 E2 E1 E2 E2 E2 E1 E2 E1 E2 E2 E2 2 A5.02 1 A5.03 2 A5.04 1 BR D 501 10 A9.23 W66G W66G E2 E2 E2 E5 E2 502B 501B SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE 519A 2 BR A 513 513B W54G 514B 512B 510B 508B 506B 504B 6 6 10.6 10.6 E10 E1 30' - 10" 27' - 2" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 11' - 4" 27' - 0" 15' - 2" 26' - 4" 245' - 0 5/8" 14' - 8" 23' - 10" 4' - 2" 13' - 4" 21' - 2" 19' - 6 1/2" 13' - 8 1/2" 11' - 5 5/8" 11' - 9 3/4" 12' - 4 7/8" 11' - 7 3/4" 12' - 7 1/4" 11' - 6 1/8" 11' - 10 7/8" 12' - 3 3/4" 11' - 7 3/4" 12' - 8 1/4" 11' - 7 3/4" 10' - 5 1/8" 21' - 2 1/4" 11' - 9" 12' - 7 3/8" 11' - 5 1/2" 20' - 5 1/8" 8' - 3 1/2" 56' - 3" 1' - 6" TYP. 5' - 0" TYP. 1' - 0" TYP. 5' - 0" TYP. 1' - 0" 28' - 5 1/2" 5' - 0" 28' - 5 1/2" 17' - 11 5/8" 8' - 0" 13' - 3 7/8" 11' - 9 3/4" 11' - 5 1/8" 12' - 8 1/4" 11' - 5 1/8" 11' - 9 3/4" 12' - 10 3/8" 9' - 0" 5 5/8" 12' - 10 3/8" 11' - 9 3/4" 11' - 5 1/8" 12' - 8 1/4" 11' - 5 1/8" 11' - 9 3/4" 13' - 3 7/8" 10' - 0" 22' - 10 1/8" 10' - 10 1/2" 6' - 4" 28' - 2 1/4" 10' - 1" 11' - 3" 10' - 4" 6' - 0" 3' - 2 5/8" 17' - 11 7/8" 4' - 4 5/8" 3' - 4" 2' - 0" 20' - 1 1/4" 7' - 0 3/4" 5' - 0" 28' - 5 1/2" 5' - 6 1/2" 3' - 4 1/8" 1' - 2" 6' - 0 1/2" 5' - 0" TYP 6'-0" TYP 6'-0" 5' - 0" 11' - 2" 6' - 2" 6' - 2" 11' - 2" 5' - 0" 5' - 10" 5' - 10" 4' - 10" 2' - 9" EQ EQ E2 E2 6' - 0 1/2" 6' - 0 1/2" 8 3/8" A10.10 16 A10.10 15 R3 R3 R3 SIM 6' - 0" TYP EQ TYP EQ TYP EQ TYP EQ TYP 3' - 3" 6' - 0 1/2" E2 E2 SLOPE SLOPE 5 5/8" TYP 4' - 10" TYP 2' - 9" TYP 3' - 3" 8' - 7" W54G A10.10 4 TYP E1 E1 E1 A9.32 16 TYP A9.31 4 TYP JULIET BALCONIES (TYP @ WEST ELEV) - RE: 6/A9.22 BALCONY "A" BALCONY "F" BALCONY "F" BALCONY "C" BALCONY "C" BALCONY "A" BALCONY "E" PROJ. NO. DRAWN: CHECKED: DATE: REVISIONS © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 DEVELOPMENT STAHL CONSTRUCTION SET 07/19/2013 7/19/2013 4:07:03 PM C:\revit local files\111074.00_B_MasonMulberry_A13\111074.00_B_MasonMulberry_A13_janastasi.rvt 1/8" = 1'-0" MAX FLATS FORTCOLLINS, CO 111074.00 Author Checker 05/03/2013 CONSTRUCTION FLOOR PLAN - LEVEL 5 A2.05 MAX FLATS Approver 0' 4' 8' 16' 32' TRUE NORTH 1 LEVEL 1/8" = 1'-0" 5 PLAN FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION OF 4992.60''. 2 STUD FRAMING AT LEVEL1 TO BE METAL (NON-COM). 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 SEE SHEETS A8.01 & A8.02 FOR DOOR & FRAME TYPES. 11 SEE SHEET A10.01 FOR MOUNTING HEIGHTS & BLOCKING DETAILS FOR FUTURE INSTALLATION OF GRAB BARS. 12 SEE SHEETS A2.21 - A2.23 FOR UNIT PLANS. 13 SEE SHEETS A9.21-A9.23 FOR BALCONY TYPES 13 SEE SHEET A10.11 FOR TYPICAL INTERIOR DETAILS & FLOORING TRANSITIONS 14 ELEVATOR TO BE FLOOD-PROOFED PER IBC 1612 & ASCE 24, SECTION 8.5 16 SEE SHEET A8.11 FOR WINDOW/STOREFRONT ELEVATIONS SYSTEM TYPES LEGEND E12 CMU "SOAP" VENEER ON CONCRETE WALL E13 BRICK ON 6" CMU F1 FLOOR ASSEMBLY: WOOD FRAME @ CORRIDOR F2 FLOOR ASSEMBLY: WOOD FRAME @ UNITS F3 FLOOR ASSEMBLY: PT SLAB @ PARKING F4 FLOOR ASSEMBLY: PT SLAB @ RETAIL R1 ROOF ASSEMBLY: WOOD TRUSS R2 ROOF ASSEMBLY: WOOD RAFTERS R3 ROOF ASSEMBLY: LEVEL 5 TERRACE R4 ROOF ASSEMBLY: RETAIL ROOF R5 ROOF ASSEMBLY: MAIN ENTRY ROOF R6 ROOF ASSEMBLY: ENTRY ROOF SYSTEM TYPES LEGEND E1 LAP SIDING & STUCCO ON WOOD STUD E2 STUCCO ON WOOD STUD E3 CMU VENEER ON METAL STUD E4 BRICK ON METAL STUD E5 CEMENT PANEL SIDING ON WOOD STUD E6 CEMENT PANEL SIDING ON METAL STUD E7 LAP SIDING ON Z-FURRING & CMU E8 CMU VENEER ON CONCRETE WALL E9 STUCCO & STUCCO ON WOOD STUD (TERRACE) E10 BRICK ON WOOD STUD E11 CEMENT PANEL SIDING & STUCCO ON WOOD STUD (TERRACE) PROJECT KEYNOTES NO. KEYNOTE 10.6 RECESSED FIRE EXTINGUISHER CABINET 514 512 516 515 513 510 511 509 508 506 504 502 501 503 507 505 C C B B A A H H L L F F G G STAIR 2 420 STAIR 1 419 ELEVATOR 3 3 2 2 J J 5 5 7 A6.02 1 A5.01 3 A5.01 1 A5.02 1 A4.12 1 A4.12 2 A4.11 2 A4.11 1 A4.11 1 A4.11 2 A4.12 3 A4.12 4 A5.02 2 A5.03 3 A5.03 1 A5.04 3 A5.04 6 A6.01 A4.01 2 1 A4.01 A4.02 1 A4.02 2 CORRIDOR 421 3500# A6.01 4 A6.02 4 2 BR B 401 1 BR C- STUDIO 404 1 BR A 411 1 BR A 409 2 BR A 407 1 BR A 405 3 BR 414 2 BR A 406 1 BR A 408 2 BR A 410 1 BR A 412 1 BR A 415 2 BR C 403 1 BR B 416 2 BR B 402 STOR 417 415B 411B 409B 407B 405B 416B 415A 411A 414A 412A 410A 408A 406A 404A 409A 407A 405A 401A 403A 416A 417 A6.03 4 2 A5.01 4 A5.01 4 4 K K 3 A5.02 402A 413A 420 419 403B W54G W56G W54G W66G W66G W66G W66G W66G W66G W66G W66G W66 W54G W66G W66G W66G W54G W56G W54G W56G W56G W56G W56G W56G W56G W56G W56G W54G W56G W54G W56G E10 E10 E1 E2 E5 E2 E2 E5 E2 E2 E2 E2 E1 E2 E2 E1 E2 E2 E2 E5 E2 E2 E2 E5 E10 E10 E5 E2 E2 E2 E5 E2 E2 E2 E1 E1 E1 E2 E2 E1 E2 E2 E5 E2 E2 E2 E5 E2 E2 E7 E5 E2 E2 E2 E2 E2 E5 E2 E2 E2 E1 E2 E2 E2 E2 E2 E2 2 A5.02 1 A5.03 2 A5.04 10 A9.23 2 BR A 413 413B E10 6 6 10.6 10.6 30' - 10" 27' - 2" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 11' - 4" 27' - 0" 15' - 2" 26' - 4" 239' - 5 1/8" 5' - 7 1/2" 14' - 8" 23' - 10" 4' - 2" 13' - 4" 21' - 2" 19' - 6 1/2" 13' - 8 1/2" 11' - 5 5/8" 11' - 9 3/4" 12' - 4 7/8" 11' - 7 3/4" 12' - 7 1/4" 11' - 6 1/8" 11' - 10 7/8" 12' - 3 3/4" 11' - 7 3/4" 12' - 8 1/4" 11' - 7 3/4" 10' - 5 1/8" 18' - 1 1/4" 13' - 11 1/2" 13' - 11 1/2" 18' - 1" 11' - 9" 12' - 7 3/8" 11' - 5 1/2" 29' - 11 1/8" 65' - 9" 1' - 6" TYP. 5' - 0" TYP. 1' - 0" TYP. 5' - 0" TYP. 1' - 2" 28' - 5 1/2" 5' - 0" 28' - 5 1/2" 17' - 11 5/8" 8' - 0" 13' - 3 7/8" 11' - 9 3/4" 11' - 5 1/8" 12' - 8 1/4" 11' - 5 1/8" 11' - 9 3/4" 12' - 10 3/8" 5 5/8" 9' - 0" 5 5/8" 12' - 10 3/8" 11' - 9 3/4" 11' - 5 1/8" 12' - 8 1/4" 11' - 5 1/8" 11' - 9 3/4" 13' - 3 7/8" 10' - 0" 22' - 10 1/8" 12'-8" 5'-0" 4'-0" 4'-0" 5'-0" 3'-8" 9' - 5" 5' - 0" 5' - 0" 5' - 0" 10' - 1" 10' - 4" 5' - 10" 10' - 4" 5' - 0" 6' - 0" TYP 3' - 3" TYP 2' - 4" 1'-0" 3' - 2 5/8" 17' - 11 7/8" 4' - 4 5/8" 5 1/2" 5 1/2" 1' - 2 1/2" 3' - 4" 2' - 0" 29' - 7 1/4" 7' - 0 3/4" 5' - 0" 28' - 5 1/2" 5 1/2" 5' - 6 1/2" 4' - 11 1/4" 1' - 2" 4' - 10" 2' - 9" TYP 4' - 10" TYP 2' - 9" 4' - 5" TYP 6'-0" TYP 6'-0" 414B 412B 410B 408B 406B 404B EQ EQ E2 A10.10 16 A10.10 15 6' - 0" 4' - 0" 5' - 0" 6' - 4" 5' - 0" 4' - 0" TYP 5 1/2" 5 1/2" EQ TYP EQ TYP EQ TYP EQ TYP 3' - 3" 6' - 0" 8' - 7" A10.10 4 TYP JULIET BALCONIES (TYP @ WEST ELEV) - RE: 6/A9.22 BALCONY "A" BALCONY "D" BALCONY "D" BALCONY "D" (SIM) BALCONY "D" (SIM) BALCONY "A" BALCONY "E" PROJ. NO. DRAWN: CHECKED: DATE: REVISIONS © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 DEVELOPMENT STAHL CONSTRUCTION SET 07/19/2013 7/19/2013 4:06:40 PM C:\revit local files\111074.00_B_MasonMulberry_A13\111074.00_B_MasonMulberry_A13_janastasi.rvt 1/8" = 1'-0" MAX FLATS FORTCOLLINS, CO 111074.00 Author Checker 05/03/2013 CONSTRUCTION FLOOR PLAN - LEVEL 4 A2.04 MAX FLATS Approver 0' 4' 8' 16' 32' TRUE NORTH 1 LEVEL 1/8" = 1'-0" 4 PLAN FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION OF 4992.60''. 2 STUD FRAMING AT LEVEL1 TO BE METAL (NON-COM). 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 SEE SHEETS A8.01 & A8.02 FOR DOOR & FRAME TYPES. 11 SEE SHEET A10.01 FOR MOUNTING HEIGHTS & BLOCKING DETAILS FOR FUTURE INSTALLATION OF GRAB BARS. 12 SEE SHEETS A2.21 - A2.23 FOR UNIT PLANS. 13 SEE SHEETS A9.21-A9.23 FOR BALCONY TYPES 13 SEE SHEET A10.11 FOR TYPICAL INTERIOR DETAILS & FLOORING TRANSITIONS 14 ELEVATOR TO BE FLOOD-PROOFED PER IBC 1612 & ASCE 24, SECTION 8.5 16 SEE SHEET A8.11 FOR WINDOW/STOREFRONT ELEVATIONS SYSTEM TYPES LEGEND E12 CMU "SOAP" VENEER ON CONCRETE WALL E13 BRICK ON 6" CMU F1 FLOOR ASSEMBLY: WOOD FRAME @ CORRIDOR F2 FLOOR ASSEMBLY: WOOD FRAME @ UNITS F3 FLOOR ASSEMBLY: PT SLAB @ PARKING F4 FLOOR ASSEMBLY: PT SLAB @ RETAIL R1 ROOF ASSEMBLY: WOOD TRUSS R2 ROOF ASSEMBLY: WOOD RAFTERS R3 ROOF ASSEMBLY: LEVEL 5 TERRACE R4 ROOF ASSEMBLY: RETAIL ROOF R5 ROOF ASSEMBLY: MAIN ENTRY ROOF R6 ROOF ASSEMBLY: ENTRY ROOF SYSTEM TYPES LEGEND E1 LAP SIDING & STUCCO ON WOOD STUD E2 STUCCO ON WOOD STUD E3 CMU VENEER ON METAL STUD E4 BRICK ON METAL STUD E5 CEMENT PANEL SIDING ON WOOD STUD E6 CEMENT PANEL SIDING ON METAL STUD E7 LAP SIDING ON Z-FURRING & CMU E8 CMU VENEER ON CONCRETE WALL E9 STUCCO & STUCCO ON WOOD STUD (TERRACE) E10 BRICK ON WOOD STUD E11 CEMENT PANEL SIDING & STUCCO ON WOOD STUD (TERRACE) PROJECT KEYNOTES NO. KEYNOTE 10.6 RECESSED FIRE EXTINGUISHER CABINET 414 412 416 415 413 410 411 409 408 406 404 402 401 403 407 405 C C B B A A H H L L F F G G STAIR 2 320 STAIR 1 319 ELEV 3 3 2 2 J J 5 5 7 A6.02 1 A5.01 3 A5.01 1 A5.02 1 A4.12 1 A4.12 2 A4.11 2 A4.11 1 A4.11 1 A4.11 2 A4.12 2 A4.12 3 A4.12 3 A4.12 4 A5.02 2 A5.03 3 A5.03 1 A5.04 3 A5.04 6 A6.01 A4.01 2 1 A4.01 A4.02 1 A4.02 2 CORRIDOR 321 A6.01 3 A6.02 3 30' - 10" 27' - 2" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 11' - 4" 27' - 0" 15' - 2" 26' - 4" 239' - 5 1/8" 5' - 7 1/2" 14' - 8" 23' - 10" 4' - 2" 13' - 4" 21' - 2" 2 BR B 301 1 BR C- STUDIO 304 2 BR A 313 1 BR A 311 1 BR A 309 2 BR A 307 1 BR A 305 3 BR 314 2 BR A 306 1 BR A 308 2 BR A 310 1 BR A 312 1 BR A 315 2 BR C 303 1 BR B 316 2 BR B 302 STOR 317 315B 313B 311B 309B 307B 305B 316B 315A 311A 314A 312A 310A 308A 306A 304A 309A 307A 305A 301A 303A 316A 317 A6.03 3 2 A5.01 4 A5.01 4 4 K K 3 A5.02 320 319 302A 303B 313A W56G W56G W54G W56G W54G W66G W66G W66G W66G W66G W66G W66 W66G W66 W66G W66G W66G W54G W56G W66G W56G W56G W56G W56G W56G W56G W56G W54G W56G W54G W56G 19' - 6 1/2" 13' - 8 1/2" 11' - 5 5/8" 11' - 9 3/4" 12' - 4 7/8" 11' - 7 3/4" 12' - 7 1/4" 11' - 6 1/8" 11' - 7 3/4" 12' - 8 1/4" 11' - 7 3/4" 10' - 5 1/8" 18' - 1 1/4" 13' - 11 1/2" 13' - 11 1/2" 18' - 1" E10 E10 E1 E2 E5 E2 E2 E5 E2 E2 E2 E2 E1 E2 E5 E2 E2 E2 E10 E10 E5 E2 E2 E5 E2 E2 E2 E1 E2 E2 E2 E5 E2 E2 E1 E1 E1 E2 E2 E1 E2 E2 E2 E5 E2 E2 E2 E5 E2 E2 E7 E5 E2 E2 E2 E5 E2 E2 E1 E5 E2 E2 E2 E2 E2 E2 E2 E2 E2 2 A5.02 1 A5.03 2 A5.04 A10.10 15 A10.10 16 6 6 10.6 10.6 11' - 9" 12' - 7 3/8" 11' - 5 1/2" 29' - 11 1/8" 65' - 9" 1' - 6" TYP. 5' - 0" TYP. 1' - 0" TYP. 5' - 0" W54G TYP. 1' - 0" 28' - 5 1/2" 5' - 0" 28' - 5 1/2" 17' - 11 5/8" 8' - 0" 13' - 3 7/8" 11' - 9 3/4" 11' - 5 1/8" 12' - 8 1/4" 11' - 5 1/8" 11' - 9 3/4" 12' - 10 3/8" 5 5/8" 9' - 0" 5 5/8" 12' - 10 3/8" 11' - 9 3/4" 11' - 5 1/8" 12' - 8 1/4" 11' - 5 1/8" 11' - 9 3/4" 13' - 3 7/8" 10' - 0" 22' - 10 1/8" 10' - 10 1/2" 6' - 4" 28' - 2 1/4" 12' - 8" 5' - 0" 4' - 0" 4' - 0" 5' - 0" 3' - 8" 9' - 5" 5' - 0" 5' - 0" 5' - 0" 10' - 1" 11' - 3" 10' - 4" 5' - 10" 10' - 4" 5' - 0" 6' - 0" TYP 4' - 10" TYP 2' - 9" TYP 3' - 3" TYP 2' - 4" 1'-0" 3' - 2 5/8" 17' - 11 7/8" 4' - 4 5/8" 5 1/2" 5 1/2" 1' - 2 1/2" 3' - 4" 2' - 0" 3' - 4" 2' - 0" TYP 6' - 0" TYP 6' - 0" 29' - 7 1/4" 7' - 0 3/4" 5' - 0" 28' - 5 1/2" 5 1/2" 4' - 10" 2' - 9" 5' - 6 1/2" 4' - 5" 5' - 0" 1' - 2" W54G 314B 312B 310B 308B 306B 304B 3' - 3" EQ EQ E2 E10 6' - 0" TYP 5 1/2" 5 1/2" EQ TYP EQ TYP EQ TYP EQ TYP 3' - 3" 4' - 0" 5' - 0" 6' - 4" 5' - 0" 4' - 0" E10 5' - 10 1/8" 8' - 7" A10.10 4 TYP JULIET BALCONIES (TYP @ WEST ELEV) - RE: 6/A9.22 BALCONY "A" BALCONY "D" BALCONY "D" BALCONY "D" (SIM) BALCONY "D" (SIM) BALCONY "A" BALCONY "E" PROJ. NO. DRAWN: CHECKED: DATE: REVISIONS © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 DEVELOPMENT STAHL CONSTRUCTION SET 07/19/2013 7/19/2013 4:06:17 PM C:\revit local files\111074.00_B_MasonMulberry_A13\111074.00_B_MasonMulberry_A13_janastasi.rvt 1/8" = 1'-0" MAX FLATS FORTCOLLINS, CO 111074.00 dd dd 05/03/2013 CONSTRUCTION FLOOR PLAN - LEVEL 3 A2.03 MAX FLATS EI 1 LEVEL 1/8" = 1'-0" 3 PLAN 0' 4' 8' 16' 32' TRUE NORTH FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION OF 4992.60''. 2 STUD FRAMING AT LEVEL1 TO BE METAL (NON-COM). 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 SEE SHEETS A8.01 & A8.02 FOR DOOR & FRAME TYPES. 11 SEE SHEET A10.01 FOR MOUNTING HEIGHTS & BLOCKING DETAILS FOR FUTURE INSTALLATION OF GRAB BARS. 12 SEE SHEETS A2.21 - A2.23 FOR UNIT PLANS. 13 SEE SHEETS A9.21-A9.23 FOR BALCONY TYPES 13 SEE SHEET A10.11 FOR TYPICAL INTERIOR DETAILS & FLOORING TRANSITIONS 14 ELEVATOR TO BE FLOOD-PROOFED PER IBC 1612 & ASCE 24, SECTION 8.5 16 SEE SHEET A8.11 FOR WINDOW/STOREFRONT ELEVATIONS SYSTEM TYPES LEGEND E12 CMU "SOAP" VENEER ON CONCRETE WALL E13 BRICK ON 6" CMU F1 FLOOR ASSEMBLY: WOOD FRAME @ CORRIDOR F2 FLOOR ASSEMBLY: WOOD FRAME @ UNITS F3 FLOOR ASSEMBLY: PT SLAB @ PARKING F4 FLOOR ASSEMBLY: PT SLAB @ RETAIL R1 ROOF ASSEMBLY: WOOD TRUSS R2 ROOF ASSEMBLY: WOOD RAFTERS R3 ROOF ASSEMBLY: LEVEL 5 TERRACE R4 ROOF ASSEMBLY: RETAIL ROOF R5 ROOF ASSEMBLY: MAIN ENTRY ROOF R6 ROOF ASSEMBLY: ENTRY ROOF SYSTEM TYPES LEGEND E1 LAP SIDING & STUCCO ON WOOD STUD E2 STUCCO ON WOOD STUD E3 CMU VENEER ON METAL STUD E4 BRICK ON METAL STUD E5 CEMENT PANEL SIDING ON WOOD STUD E6 CEMENT PANEL SIDING ON METAL STUD E7 LAP SIDING ON Z-FURRING & CMU E8 CMU VENEER ON CONCRETE WALL E9 STUCCO & STUCCO ON WOOD STUD (TERRACE) E10 BRICK ON WOOD STUD E11 CEMENT PANEL SIDING & STUCCO ON WOOD STUD (TERRACE) PROJECT KEYNOTES NO. KEYNOTE 10.6 RECESSED FIRE EXTINGUISHER CABINET 314 312 316 315 313 310 311 309 308 306 304 302 301 303 307 305 C B B A A H H L L F F G G 3 3 2 2 J J 5 5 CORRIDOR 221 STAIR 2 220 ELEVATOR BALCONY (TYP) 7 A6.02 1 A5.01 3 A5.01 1 A5.02 1 A4.12 2 A4.11 2 A4.11 1 A4.11 2 A4.12 2 A4.12 3 A4.12 3 A4.12 4 A5.02 2 A5.03 3 A5.03 1 A5.04 3 A5.04 STAIR 1 219 6 A6.01 A4.01 2 1 A4.01 A4.02 1 A4.02 2 3500# ROOF BELOW A6.01 A6.02 2 2 215B 213B 207B 205B 216B A6.03 2 4 A5.01 4 4 K K 3 A5.02 AREA OF REFUGE 220 219 215A 211A 212A 210A 208A 206A 204A 209A 207A 205A 201A 203A 216A 217 213A 202A 2 BR B- TYPE A 202 2 BR B 201 2 BR C 203 1 BR C STUDIO 204 2 BR A 206 1 BR A 205 2 BR A 207 1 BR A 209 1 BR A 208 2 BR A 210 1 BR A 211 2 BR A 213 1 BR A 212 3BR 214 1 BR A 215 1 BR B- TYPE A 216 W54G W54G W56G W66G W66G W66G W66G W66G W66G W66G W66G W66 W54G W66G W66G W66G W54G W56G W54G W56G W56G W56G W56G W56G W56G W56G W54G W56G W54G W56G ROOF DRAIN & OVERFLOW SCUPPER RD . . . . RD . E10 E10 E1 E2 E5 E2 R4 E2 E5 E2 E2 E2 E1 E2 E2 E1 E2 E2 E2 E2 E5 E2 E2 E2 E5 E10 E10 E10 E5 E2 E2 E2 E5 E2 E2 E2 E2 E2 E1 E1 E1 E2 E2 E1 E2 E2 E2 E2 E5 E2 E2 E2 E5 E5 E5 E5 E2 E2 E2 E2 E2 E2 E2 E5 E2 E2 E2 E2 E1 2 A5.02 1 A5.03 2 A5.04 RD RD RD RD 2 A9.21 1 A9.21 . . W66G E10 214A STOR 217 RD . R4 EQEQ EQEQ R4 . . RD . RD ENTRY ROOF BELOW . . . . . . . RD 6 6 10.6 10.6 E2 E2 30' - 10" 27' - 2" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 11' - 4" 27' - 0" 15' - 2" 26' - 4" 239' - 5 1/8" 5' - 7 1/2" 14' - 8" 23' - 10" 4' - 2" 13' - 4" 21' - 2" 19' - 6 1/2" 13' - 8 1/2" 11' - 5 5/8" 11' - 9 3/4" 12' - 4 7/8" 11' - 7 3/4" 12' - 7 1/4" 11' - 6 1/8" 11' - 10 7/8" 12' - 3 3/4" 11' - 7 3/4" 12' - 8 1/4" 11' - 7 3/4" 10' - 5 1/8" 18' - 1 1/4" 13' - 11 1/2" 13' - 11 1/2" 18' - 1" 11' - 9" 12' - 7 3/8" 11' - 5 1/2" 29' - 11 1/8" 65' - 9" 1' - 6" TYP. 5' - 0" TYP. 1' - 0" TYP. 5' - 0" 1' - 0" TYP 28' - 5 1/2" 5' - 0" 28' - 5 1/2" 17' - 11 5/8" 8' - 0" 13' - 3 7/8" 11' - 9 3/4" 11' - 5 1/8" 11' - 5 1/8" 11' - 9 3/4" 12' - 10 3/8" 5 5/8" 9' - 0" 5 5/8" 11' - 9 3/4" 11' - 5 1/8" 12' - 8 1/4" 11' - 5 1/8" 11' - 9 3/4" 13' - 3 7/8" 10' - 0" 22' - 10 1/8" 10' - 10 1/2" 6' - 4" 28' - 2 1/4" 21' - 7 7/8" 4' - 0" 5' - 0" 3' - 8" 9' - 5" 5' - 0" 5' - 0" 5' - 0" 10' - 1" 10' - 4" 6' - 0" TYP 3' - 3" 3' - 2 5/8" 17' - 11 7/8" 4' - 4 5/8" 5 1/2" 5 1/2" 1' - 2 1/2" 3' - 4" 2' - 0" 29' - 7 1/4" 7' - 0 3/4" 5' - 0" 28' - 5 1/2" 5 1/2" 5' - 6 1/2" 4' - 5" 5' - 0" 1' - 2" EQ EQ 10' - 4" 5' - 0" 4' - 10" 2' - 9" 12' - 8 1/4" 12' - 10 3/8" A10.10 16 A10.10 15 ENTRY ROOF BELOW 6' - 0" 6' - 0" 4' - 0" 5' - 0" 6' - 4" 5' - 0" 4' - 0" TYP 5 1/2" 5 1/2" EQ TYP EQ TYP. EQ TYP. EQ TYP 3' - 3" 8' - 7" TYP 6' - 0" 6' - 0" TYP JULIET BALCONIES (TYP @ WEST ELEV) - RE: 6/A9.22 A10.10 4 TYP 12 A9.32 7 A9.31 BALCONY "B" BALCONY "E" BALCONY "E" BALCONY "B" PROJ. NO. DRAWN: CHECKED: DATE: REVISIONS © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 DEVELOPMENT STAHL CONSTRUCTION SET 07/19/2013 7/19/2013 4:06:11 PM C:\revit local files\111074.00_B_MasonMulberry_A13\111074.00_B_MasonMulberry_A13_janastasi.rvt 1/8" = 1'-0" MAX FLATS FORTCOLLINS, CO 111074.00 OZ PS 05/03/2013 CONSTRUCTION FLOOR PLAN - LEVEL 2 A2.02 MAX FLATS EI 1 LEVEL 1/8" = 1'-0" 2 PLAN 0' 4' 8' 16' 32' TRUE NORTH FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION OF 4992.60''. 2 STUD FRAMING AT LEVEL1 TO BE METAL (NON-COM). 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 SEE SHEETS A8.01 & A8.02 FOR DOOR & FRAME TYPES. 11 SEE SHEET A10.01 FOR MOUNTING HEIGHTS & BLOCKING DETAILS FOR FUTURE INSTALLATION OF GRAB BARS. 12 SEE SHEETS A2.21 - A2.23 FOR UNIT PLANS. 13 SEE SHEETS A9.21-A9.23 FOR BALCONY TYPES 13 SEE SHEET A10.11 FOR TYPICAL INTERIOR DETAILS & FLOORING TRANSITIONS 14 ELEVATOR TO BE FLOOD-PROOFED PER IBC 1612 & ASCE 24, SECTION 8.5 16 SEE SHEET A8.11 FOR WINDOW/STOREFRONT ELEVATIONS SYSTEM TYPES LEGEND E12 CMU "SOAP" VENEER ON CONCRETE WALL E13 BRICK ON 6" CMU F1 FLOOR ASSEMBLY: WOOD FRAME @ CORRIDOR F2 FLOOR ASSEMBLY: WOOD FRAME @ UNITS F3 FLOOR ASSEMBLY: PT SLAB @ PARKING F4 FLOOR ASSEMBLY: PT SLAB @ RETAIL R1 ROOF ASSEMBLY: WOOD TRUSS R2 ROOF ASSEMBLY: WOOD RAFTERS R3 ROOF ASSEMBLY: LEVEL 5 TERRACE R4 ROOF ASSEMBLY: RETAIL ROOF R5 ROOF ASSEMBLY: MAIN ENTRY ROOF R6 ROOF ASSEMBLY: ENTRY ROOF SYSTEM TYPES LEGEND E1 LAP SIDING & STUCCO ON WOOD STUD E2 STUCCO ON WOOD STUD E3 CMU VENEER ON METAL STUD E4 BRICK ON METAL STUD E5 CEMENT PANEL SIDING ON WOOD STUD E6 CEMENT PANEL SIDING ON METAL STUD E7 LAP SIDING ON Z-FURRING & CMU E8 CMU VENEER ON CONCRETE WALL E9 STUCCO & STUCCO ON WOOD STUD (TERRACE) E10 BRICK ON WOOD STUD E11 CEMENT PANEL SIDING & STUCCO ON WOOD STUD (TERRACE) PROJECT KEYNOTES NO. KEYNOTE 10.6 RECESSED FIRE EXTINGUISHER CABINET 201 208 204 209 206 207 205 202 203 216 211 214 215 213 212 210 1 A4.11 1 A4.11 2 A4.12 2 A4.12 3 A4.12 3 A4.12 A6.02 1 A6.01 1 4 A5.02 2 A5.03 3 A5.03 1 A5.04 3 A5.04 6 A6.01 A4.01 2 1 A4.01 A4.02 2 JAN 105 30' - 10" 27' - 2" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 11' - 4" 27' - 0" 15' - 2" 26' - 4" 1' - 8" 14' - 8" 23' - 10" 4' - 2" 13' - 4" 21' - 2" 4' - 10" 103 119B 104A A6.03 1 2 A5.01 4 A5.01 4 4 101A K K 102 3 A5.02 101 121B 120 121A 107 T.O. SLAB 100'-0" T.O. SLAB 100'-0" T.O. SLAB 100'-6 1/2" T.O. SLAB 100'-7" 88X 88X 88X 88X 86X 86X 88X 88X 88X 88X 88 LINE OF BUILDING ABOVE 10" 7' - 2" 88X E3 E3 E3 E3 E3 E3 E8 E8 E8 88X 88 3.1 2 A5.02 1 A5.03 2 A5.04 E8 7.5 3.1 3.1 3.1 26.6 88 3.6 4.2 22.3 E4 E4 7.5 1' - 4" 3' - 4" 2' - 0" 2' - 8" 1' - 4" 20' - 0" 1' - 4" 3' - 4" 10' - 8" 4' - 0" 10' - 8" 3' - 4" 7' - 4 1/4" 2' - 8" 11' - 4" 3' - 4" 10' - 8" 10' - 0" 2' - 8"2' - 8" 1' - 4" 13' - 4" 1' - 4" 3' - 4" 13' - 0" 4' - 0" 13' - 0" 3' - 4" 1' - 4" 9' - 4" 1' - 9 1/4" 10" 2' - 0" 3' - 4" STOR 103 105 4.2 6.7 EXIT PASSAGE 121 2' - 5" 4' - 11" 22.7 FINISHES THIS ROOM (INCL GYP BD @ EXT WALL) BY TENANT TO BE PERFORMED UNDER SEPARATE CONTRACT & PERMIT. TENANT TO USE ONLY MATL'S APPROVED BY FEMA TECHINAL BULLETIN 2 UP TO HEIGHT OF 3'-0" AFF. 6" MTL STUD FURRING & R-19 BATT INSUL (SPRAY- FOAM INSUL TO 3'-0" AFF) 119A 3.1 3.1 6 6 A7.00 1 7.5 7.5 14' - 9" 8' - 0" 32' - 0" 32' - 0" 7' - 4 1/4" 38' - 0" 21' - 4" 36' - 8" 13' - 3 1/4" 10' - 0" 2' - 1 1/2" 3' - 2" 1' - 0" 4' - 8" 11' - 4" 4' - 8" 11' - 4" 4' - 8" 11' - 4" 13' - 8" 5 1/2" TYP 6' - 7" 60' - 9" 5 1/2" 29' - 2 1/2" 24' - 9 1/2" 3' - 4" 2' - 0" 5 1/2" 5 1/2" 2' - 8" 3' - 4" 4' - 8" 3' - 0" 1' - 4" 3' - 4" 6' - 4" 7' - 4" 10' - 0" 1' - 4" 3' - 4" 9' - 4" 6' - 0" 14' - 0" 16' - 8" 3" 1' - 4" 13' - 4" 2' - 8" 2' - 8" 14' - 0" 1' - 5 1/4" 7' - 6 3/4" 8' - 0" 6' - 11 5/8" 8" ALIGN 3' - 2" 1' - 0" 12' - 0" 3' - 4" 7' - 4" 1'-5" MIN 6' - 0" ALIGN 1' - 0" 2' - 4" 2' - 4" 4" 4' - 0" 3' - 4" 4' - 0" 1' - 0" 88X VERIFY 10' - 8" 14' - 8" VERIFY 8" TYP 2' - 8" 8" 2' - 0" 2' - 8" 3' - 6" 1' - 0" 2' - 8" 3' - 6" 8" TYP 8' - 8" 22.5 6" 5' - 0" 9" 5' - 0" 6" 5' - 0" 6" 5' - 0" 5' - 0" 6" 5' - 0" 6' - 0" 6" 6' - 0" 6' - 0" 6" 6' - 0" 18 A9.02 8 A9.11 8 A9.11 Sim 3 2 1 1 2 2 2 3 9.1 9.4 A9.11 9 A9.11 9 A9.11 11 Sim 7.6 7.6 6.7 7.6 7.6 6.7 7.6 5.11 5.11 5.11 5.11 5.11 PROJ. NO. DRAWN: CHECKED: DATE: REVISIONS © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 DEVELOPMENT STAHL CONSTRUCTION SET 07/19/2013 7/19/2013 4:36:28 PM C:\revit local files\111074.00_B_MasonMulberry_A13\111074.00_B_MasonMulberry_A13_pschultz.rvt 1/8" = 1'-0" MAX FLATS FORTCOLLINS, CO 111074.00 BL PS 05/03/2013 CONSTRUCTION FLOOR PLAN - LEVEL 1 A2.01 MAX FLATS EI 0' 4' 8' 16' 32' TRUE NORTH 1 LEVEL 1/8" = 1'-0" 1 PLAN FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION OF 4992.60''. 2 STUD FRAMING AT LEVEL1 TO BE METAL (NON-COM). 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 SEE SHEETS A8.01 & A8.02 FOR DOOR & FRAME TYPES. 11 SEE SHEET A10.01 FOR MOUNTING HEIGHTS & BLOCKING DETAILS FOR FUTURE INSTALLATION OF GRAB BARS. 12 SEE SHEETS A2.21 - A2.23 FOR UNIT PLANS. 13 SEE SHEETS A9.21-A9.23 FOR BALCONY TYPES 13 SEE SHEET A10.11 FOR TYPICAL INTERIOR DETAILS & FLOORING TRANSITIONS 14 ELEVATOR TO BE FLOOD-PROOFED PER IBC 1612 & ASCE 24, SECTION 8.5 16 SEE SHEET A8.11 FOR WINDOW/STOREFRONT ELEVATIONS PROJECT KEYNOTES NO. KEYNOTE 3.1 CAST IN PLACE CONCRETE COLUMN, RE: STRUCTURAL 3.6 CAST IN PLACE CONCRETE WALL, RE: STRUCTURAL 4.2 CAST STONE CAP 5.11 STRUCTURAL STEEL, RE: STRUCTURAL 6.7 WOOD SLAT SCREEN WALL 7.5 SHEET METAL SCUPPER AND 3"X4" OPEN FACE DOWNSPOUT, RE: CIVIL FOR CONTINUATION. ADJACENT OVERFLOW SCUPPER @ ROOF PARAPET LEVEL, RE: EXT. ELEVATIONS / DETAILS 7.6 METAL LANDSCAPE GRID, RE: DETAILS 9.1 WATERPROOF PAINT (VGL "DRYLOCK" OR EQUAL) ON CONC PORTION OF WALL 9.4 WATERPROOF PAINT (VGL "DRYLOCK" OR EQUAL) TO HEIGHT OF 2'-8" AFF 22.3 GAS METER, RE: PLUMBING 22.5 FIRE DEPT. INLET CONNECTION, RE: PLUMBING 22.7 FLOOR SINK FOR FLOOD "SEEPAGE" - RE: PLUMBING FOR CONECTION, VERIFY EXACT LOCATION 26.6 ELECTRIC METER, RE: ELECTRICAL SYSTEM TYPES LEGEND E12 CMU "SOAP" VENEER ON CONCRETE WALL E13 BRICK ON 6" CMU F1 FLOOR ASSEMBLY: WOOD FRAME @ CORRIDOR F2 FLOOR ASSEMBLY: WOOD FRAME @ UNITS F3 FLOOR ASSEMBLY: PT SLAB @ PARKING F4 FLOOR ASSEMBLY: PT SLAB @ RETAIL R1 ROOF ASSEMBLY: WOOD TRUSS R2 ROOF ASSEMBLY: WOOD RAFTERS R3 ROOF ASSEMBLY: LEVEL 5 TERRACE R4 ROOF ASSEMBLY: RETAIL ROOF R5 ROOF ASSEMBLY: MAIN ENTRY ROOF R6 ROOF ASSEMBLY: ENTRY ROOF SYSTEM TYPES LEGEND E1 LAP SIDING & STUCCO ON WOOD STUD E2 STUCCO ON WOOD STUD E3 CMU VENEER ON METAL STUD E4 BRICK ON METAL STUD E5 CEMENT PANEL SIDING ON WOOD STUD E6 CEMENT PANEL SIDING ON METAL STUD E7 LAP SIDING ON Z-FURRING & CMU E8 CMU VENEER ON CONCRETE WALL E9 STUCCO & STUCCO ON WOOD STUD (TERRACE) E10 BRICK ON WOOD STUD E11 CEMENT PANEL SIDING & STUCCO ON WOOD STUD (TERRACE) ASI 01 06/24/2013 DESIGNATION SIZE WORDING 8x10 THIS BUILDING IS FLOODPROOFED - IN THE EVENT OF FLOODING KEEP DOORS CLOSED 1 8x10 THIS BUILDING IS FLOODPROOFED - IT IS DESIGNED TO ALLOW FLOODWATERS TO ENTER BUILDING WITH LIMITED DAMAGE 2 THIS BUILDING IS FLOODPROOFED - IT IS DESIGNED TO ALLOW FLOODWATERS TO ENTER BUILDING WITH LIMITED DAMAGE. CHEMICALS MUST BE STORED AT LEAST 32" OFF FLOOR. 3 FLOOD SIGNAGE SCHEDULE Suite 101