cornerstone architecture, llc. all rights ......370/130 633 609 609 609 609 633 633 609 609 609 609...

of 19/19
PROPOSED SITE PLAN SCALE 1/8" = 1''-0" EL. 5330.2' REF. SURVEY EL. 5330.7' REF. SURVEY EL. 5331.3' REF. SURVEY EL. 5331.3' REF. SURVEY ELEV. 5325.8' REF. SURVEY ELEV. 5327.8' REF. SURVEY ELEV. 5327' REF. SURVEY (20') 19.37' (33.32') (33.33') TRANSPORTATION NOTES: 1. SITE DEVELOPMENT PLAN APPROVAL DOES NOT CONSTITUTE A NOTICE TO PROCEED FOR ROW WORK. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PROJECT ROW PERMITS ASSOCIATED WITH CONSTRUCTION IN THE RIGHT-OF-WAY. IMPROVEMENTS MADE WITHIN THE PUBLIC RIGHT-OF-WAY TOTALING MORE THAN $20,000 REQUIRE A PERFORMANCE BOND. CONTACT THE ROW INSPECTOR FOR THIS AREA OF THE CITY AT (303) 446-3469 OR [email protected] AT LEAST 2 WEEKS BEFORE ANY ROW PERMIT NEEDS. 2. ALL WORK IN THE ROW SHALL CONFORM TO CURRENT CITY AND COUNTY OF DENVER SPECIFICATIONS, SHALL BE PERFORMED BY A LICENSED AND BONDED RIGHT-OF-WAY CONTRACTOR, AND REQUIRE INSPECTION BY THE CITY PRIOR TO A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) BEING ISSUED. 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ADEQUATE TRAFFIC CONTROL THROUGHOUT THE PROJECT, INCLUDING PROPER TRAFFIC CONTROL DEVICES AND/OR PERSONNEL AS REQUIRED. A TRAFFIC CONTROL PLAN (TCP) IS SUBJECT TO CITY AND COUNTY OF DENVER AND/OR CDOT APPROVAL PRIOR TO COMMENCING WORK ON ROADWAY ROW. A COPY OF APPROVED TCP's MUST BE AVAILABLE ON SITE DURING WORK. TRAFFIC CONTROL TO BE IN ACCORDANCE WITH M.U.T.C.D., SECTION VI. 4. PER SECTION 49-551.1 OF THE DENVER MUNICIPAL CODE, THE PROPERTY OWNER OR LESSEE OF ANY REAL PROPERTY IS RESPONSIBLE FOR THE CONTINUING CARE, MAINTENANCE, REPAIR, AND REPLACEMENT OF ALL IMPROVEMENTS INSTALLED IN THE PUBLIC ROW BETWEEN THE PROPERTY LINE AND THE CURB LINE ADJOINING THEIR PROPERTY. 5. ALL EXISTING DRIVEWAYS AND WALKWAYS TO BE REMOVED AND REPLACED WITH VERTICAL CURB AND GUTTER, PER CCD STANDARDS. FILL AND REPAIR ADJACENT TREE LAWN. 6. tHE ALLEY WILL BE CONSTRUCTED BY THE NEIGHBORING PROJECT (TEP#2014D00362). B C C 2726 Unit 1 2726 Unit 3 2726 Unit 2 2724 Unit 5 2720 Unit 1 2720 Unit 2 2720 Unit 3 2720 Unit 4 2720 Unit 5 2720 Unit 6 2724 Unit 4 2724 Unit 3 2724 Unit 2 2724 Unit 1 NEW CONC. DRIVE AISLE C L NEW CONC. DRIVE AISLE L C L C L C L C L L C L C L C L C L CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTIL. ABOVE CANTIL. ABOVE CANTIL. ABOVE CANTIL. ABOVE CANTIL. ABOVE CANTIL. ABOVE ACCESSIBILITY NOTES: ACCESSIBILITY POINTS ARE BASED ON THE COLORADO TITLE 9 ARTICLE 5 SECTION 9-5-105. 14 DWELLING UNITS REQUIRE 6 6 UNITS MEET TITLE 9 TYPE B VISITABLE GROUND FLOOR UNITS. TYPE B VISITABLE GROUND FLOOR UNITS: 2726 FEDERAL: UNITS 1,2, &3 = 3 POINTS TOTAL POINTS PROVIDED = 6 POINTS 2720 FEDERAL: UNIT 1 = 1 POINT 2724 FEDERAL: UNITS 2 & 5 = 2 POINTS ACCESS. ACCESS. ACCESS. ACCESS. ACCESS. ACCESS. F.F.=30.75' (LIVING SPACE T.O.S.) F.F.=30.75' (LIVING SPACE T.O.S.) F.F.=30.75' (LIVING SPACE T.O.S.) F.F.=30.6' (LIVING SPACE T.O.S.) F.F.=30.6' (LIVING SPACE T.O.S.) F.F.=30.15' (LIVING SPACE T.O.S.) F.F.=28.9' (LIVING SPACE T.O.S.) F.F.=28.25' (LIVING SPACE T.O.S.) F.F.=28.0' (LIVING SPACE T.O.S.) F.F.=30.45' (LIVING SPACE T.O.S.) F.F.=30.25' (LIVING SPACE T.O.S.) F.F.=29.5' (LIVING SPACE T.O.S.) F.F.=28.4' (LIVING SPACE T.O.S.) F.F.=27.4' (LIVING SPACE T.O.S.) C2 A A EXIST'G. STRUCTURES TO BE REMOVED EXIST'G. STRUCTURE TO BE REMOVED EXIST'G. STRUCTURES TO BE REMOVED EXIST'G. STRUCTURE TO BE REMOVED B D D D E E F F W W (SPRINKLERED) (SPRINKLERED) (SPRINKLERED) (SPRINKLERED) G G C1 C1 C2 C2 C1 JEFFERSON PARK OVERLOOK NEW 3-STORY TOWNHOMES DENVER, COLORADO (APARTMENT BUILDING FORM) FIRE SEPARATION REQUIREMENTS (IRC SECT. R302.1): PROJECTIONS MIN. OF 5' FROM A FIRE SEPARATION LINE MAY BE NON-RATED. OPENINGS MIN. OF 5' FROM A FIRE SEPARATION LINE MAY BE UNLIMITED AND NON-RATED. CODE COMPLIANCE : THIS PROJECT SHALL COMPLY WITH THE 2009 INTERNATIONAL RESID CODE, 2011 DENVER BUILDING CODE, 2009 INTERNATIONAL FUEL G 2009 INTERNATIONAL MECHANICAL CODE, 2009 INTERNATIONAL P CODE, 2014 NATIONAL ELECTRICAL CODE , & 2009 INTERNATIONA CONSERVATION CODE. ACCESSIBILITY POINTS. 6 POINTS WILL BE ACHIEVED BY HAVING NOTE: THIS SITE IS IS SUBJECT TO DENVER'S PARKS AND RECREATION' PARKWAY'S RULES & REGULATIONS E E H H H H H H A6.1 ...... DESIGN DETAILS 1 A6.2 ...... DESIGN DETAILS 2 A7.0 ...... PROJECT NOTES 1 A7.1 ...... PROJECT NOTES 2 A6.0 ...... BUILDING DETAILS 1 DRAWING INDEX | 2724 FEDERAL BLVD. A1.0 ...... SITE PLAN & PROJECT DATA A5.1 ... BUILDING SECTIONS A4.0 ... EXTERIOR ELEVS 1 A4.1 ... EXTERIOR ELEVS 2 A5.0 ... BUILDING SECTIONS A1.1 ...... FIRST FLOOR PLAN A1.2 ...... SECOND FLOOR PLAN A1.3 ...... THIRD FLOOR PLAN A2.0 ...... ROOF DECK & STAIRWELL PLAN A3.0 ...... STAIRWELL ROOF PLANS E-1 ...... ELEC. SPECS E-2 ...... SITE PLAN E-4 ...... ONE LINE DIAGRAM, PANELS ELECTRICAL ENGINEER DRAWINGS E1.1 ...... 1ST FL. POWER/ LIGHTG. E1.2 ...... 2ND FL. POWER/ LIGHTG. E1.3 ...... 3RD FL. POWER/ LIGHTG. E1.4 ...... ROOF POWER/ LIGHTG. PROPOSED PROJECT: 3-STORY TOWNHOMES PARKING REQUIREMENT: REQ: 1 SPACE PER UNIT (SECT. 6-4.3) BUILDING FORM: APARTMENT ZONING INFORMATION: ZONING DESIGNATION ............................G-MU-3 PROPOSED USE: DWELLING, MULTI-UNIT BUILDING FORM: APARTMENT SETBACKS .......... FRONT: 29'-8" (BLOCK SENSITIVE) REAR: 10'-0" (12' ALLEY PRESENT) SIDES: 7'-6" OCCUPANCY GROUP ......................... IRC TOWNHOMES MAX. STORIES ........................................ 3 CONSTRUCTION TYPE ........................... V-B MAX. BLDG. HT./BLDG. HT. PROVIDED ....... 40'-0"/ 39'-9" PRIMARY BASE PLANE .................................. 5331.0' (FRONT) REAR BASE PLANE ......................................... 537.0' (REAR) PARKING REQUIRED .................................... 1 SPACE PER UNIT (2 SPACES PER UNIT PROVIDED, UNO) PRIMARY STREET FRONTAGE LENGTH ......... 116' PRIMARY BUILDING WALL LENGTH .........53'-9" + 23'-7" = 77'-4" MN. 60% BUILD-TO 10'/20' = 69'-7" MIN. REQD. PROVIDED BUILD-TO ........... 66% (AT FRONT SETBACK) ACCESIBILITY: 6 POINTS REQD. PER CO TITLE 9-5-105 PROVIDED: 6 TYPE B VISITABLE UNITS MAILBOX LOCATION "U" RACK, BIKE PARKING RACK (4 BIKES), NOTE: 3 UNITS TO HAVE INTER. BIKE STORAGE AT GARAGES ELEC. METERS A B C1 LEGEND: SITE LEGEND EXISTING STRUCTURE TO BE REMOVED NEW STRUCTURE (THIS PERMIT) PROPERTY BOUNDARY SETBACK INDICATION PARKING STALL 8.5' x 17' BUILDINGS 2720 THRU 2726 FEDERAL BLVD. (UNIT AREAS): AREA CALCULATIONS: 8' x 2' DEEP BALCONY ABOVE (8'-0" ALLOWED D FRONT SETBACK ENCROACHMENT PER DENVER ZONING CODE SECT. 6.3-4.4 F WIDEN ALLEY AN ADDITIONAL 2' PER CCD STD. DWGS. LANDSCAPE AREA E 10.0 & 11.2, L-LONGITUDINAL CONSTRUCTION JOINT W EXISTING WATER METER TO REMAIN G 150' MIN. DIST. TO BACK OF CURB FOR UNSPRIKLERED BUILDINGS, PER IFC SECT. 503.1.1, SECT. 503 (UNITS 8, 9, 13 & 14 TO BE SPRINKLERED, PER 903.3.1.2) GAS METERS C2 H ALL CONC. WALKS TO VISITABLE ENTRIES TO BE 5% MAX. SLOPE PER ANSI A117.1-1998 CH. 4 AND MANUEVERING SPACE EA. SIDE OF DOOR (CLEAR 18" PULL & 12" PUSH SIDE W/ W/ NO CLOSERS), RE. CIVIL FOR ALL GRADES & WALK SLOPES C1-1 ...... FOUND. DETAILS S1- 1 ...... FOUND. PLAN STRUCTURAL ENGINEER DRAWINGS S1- 2 ...... 2ND FL. FRAMING PLAN S1- 3 ...... 3RD FL. FRAMING PLAN S1- 4 ...... ROOF DECK FRAMING PLAN S1- 5 ...... ROOF FRAMING PLAN COPYRIGHT 2015 IF THIS DRAWING IS NOT PRINTED ON A 24"x36" SHEET, IT IS NOT TO SCALE 4900 W. 29th Avenue Denver, CO 80212 office | 720.263.2676 fax | 303.403.1388 [email protected]cs-arch.com O R N R S T O N R C H I T C T U R A C www.cs-arch.com DATE ISSUE PROJECT # SHEET # CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED. SHEET SIZE: 24" x 36" ARCHITECT'S STAMP BY REV. 150512 JEFFERSON PARK OVERLOOK NEW TOWN HOMES 2720, 2724 & 2726 N. FEDERAL BLVD. DENVER, COLORADO 03.14.16 BUILDING SUBMITTAL JK 1 06.16.16 BLDG. REVIEW REVISIONS JK A1.0 SITE PLAN CALCULATIONS 2724 N. FEDERAL BLVD.

Post on 08-Mar-2021

13 views

Category:

Documents

0 download

Embed Size (px)

TRANSCRIPT

  • PROPOSED SITE PLAN SCALE 1/8" = 1''-0"

    EL. 5330.2'REF. SURVEY

    EL. 5330.7'REF. SURVEY

    EL. 5331.3'REF. SURVEY

    EL. 5331.3'REF. SURVEY

    ELEV. 5325.8'REF. SURVEY

    ELEV. 5327.8'REF. SURVEY

    ELEV. 5327'REF. SURVEY

    (20'

    ) 19.

    37'

    (33.

    32')

    (33.

    33')

    TRANSPORTATION NOTES:1. SITE DEVELOPMENT PLAN APPROVAL DOES NOT CONSTITUTE A NOTICE TO PROCEED FOR ROW WORK. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PROJECT ROW PERMITS

    ASSOCIATED WITH CONSTRUCTION IN THE RIGHT-OF-WAY. IMPROVEMENTS MADE WITHIN THE PUBLIC RIGHT-OF-WAY TOTALING MORE THAN $20,000 REQUIRE A PERFORMANCE BOND.CONTACT THE ROW INSPECTOR FOR THIS AREA OF THE CITY AT (303) 446-3469 OR [email protected] AT LEAST 2 WEEKS BEFORE ANY ROW PERMIT NEEDS.

    2. ALL WORK IN THE ROW SHALL CONFORM TO CURRENT CITY AND COUNTY OF DENVER SPECIFICATIONS, SHALL BE PERFORMED BY A LICENSED AND BONDED RIGHT-OF-WAY CONTRACTOR,AND REQUIRE INSPECTION BY THE CITY PRIOR TO A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) BEING ISSUED.

    3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ADEQUATE TRAFFIC CONTROL THROUGHOUT THE PROJECT, INCLUDING PROPER TRAFFIC CONTROL DEVICES AND/ORPERSONNEL AS REQUIRED. A TRAFFIC CONTROL PLAN (TCP) IS SUBJECT TO CITY AND COUNTY OF DENVER AND/OR CDOT APPROVAL PRIOR TO COMMENCING WORK ON ROADWAYROW. A COPY OF APPROVED TCP's MUST BE AVAILABLE ON SITE DURING WORK. TRAFFIC CONTROL TO BE IN ACCORDANCE WITH M.U.T.C.D., SECTION VI.

    4. PER SECTION 49-551.1 OF THE DENVER MUNICIPAL CODE, THE PROPERTY OWNER OR LESSEE OF ANY REAL PROPERTY IS RESPONSIBLE FOR THE CONTINUING CARE, MAINTENANCE, REPAIR,AND REPLACEMENT OF ALL IMPROVEMENTS INSTALLED IN THE PUBLIC ROW BETWEEN THE PROPERTY LINE AND THE CURB LINE ADJOINING THEIR PROPERTY.

    5. ALL EXISTING DRIVEWAYS AND WALKWAYS TO BE REMOVED AND REPLACED WITH VERTICAL CURB AND GUTTER, PER CCD STANDARDS. FILL AND REPAIR ADJACENT TREE LAWN.6. tHE ALLEY WILL BE CONSTRUCTED BY THE NEIGHBORING PROJECT (TEP#2014D00362).

    EXISTING STRUCTURE TO BE REMOVED

    NEW STRUCTURE (THIS PERMIT)

    PARKING STALL 8.5' x 17'

    BUILDINGS 2720 THRU 2726 FEDERAL BLVD. (UNIT AREAS):

    C

    C

    AREA CALCULATIONS:

    2726Unit 1

    2726Unit 3

    2726Unit 2

    2724Unit 5

    2720Unit 1

    2720Unit 2

    2720Unit 3

    2720Unit 4

    2720Unit 5

    2720Unit 6

    2724Unit 4

    2724Unit 3

    2724Unit 2

    2724Unit 1

    NEW CONC.DRIVE AISLE

    C L

    NEW CONC.DRIVE AISLE

    L C L C L C L

    C L L

    C L C L

    C L C L

    CANTILEVERABOVE

    CANTILEVERABOVE

    CANTILEVERABOVE

    CANTILEVERABOVE

    CANTILEVERABOVE

    CANTILEVERABOVE

    CANTILEVERABOVE

    CANTILEVERABOVE

    CANTILEVERABOVE

    CANTILEVERABOVE

    CANTIL.ABOVE

    CANTIL.ABOVE

    CANTIL.ABOVE

    CANTIL.ABOVE

    CANTIL.ABOVE

    CANTIL.ABOVE

    ACCESSIBILITY NOTES:ACCESSIBILITY POINTS ARE BASED ON THE COLORADO TITLE 9 ARTICLE 5 SECTION 9-5-105. 14 DWELLING UNITS REQUIRE 6

    6 UNITS MEET TITLE 9 TYPE B VISITABLE GROUND FLOOR UNITS.

    TYPE B VISITABLE GROUND FLOOR UNITS: 2726 FEDERAL: UNITS 1,2, &3 = 3 POINTS

    TOTAL POINTS PROVIDED = 6 POINTS

    2720 FEDERAL: UNIT 1 = 1 POINT2724 FEDERAL: UNITS 2 & 5 = 2 POINTS

    ACCESS.

    ACCESS.

    ACCESS.

    ACCESS.

    ACCESS.

    ACCESS.

    F.F.=30.75'(LIVING SPACE T.O.S.)

    F.F.=30.75'(LIVING SPACE T.O.S.)

    F.F.=30.75'(LIVING SPACE T.O.S.)

    F.F.=30.6'(LIVING SPACE T.O.S.)

    F.F.=30.6'(LIVING SPACE T.O.S.)

    F.F.=30.15'(LIVING SPACE T.O.S.)

    F.F.=28.9'(LIVING SPACE T.O.S.)

    F.F.=28.25'(LIVING SPACE T.O.S.)

    F.F.=28.0'(LIVING SPACE T.O.S.)

    F.F.=30.45'(LIVING SPACE T.O.S.)

    F.F.=30.25'(LIVING SPACE T.O.S.)

    F.F.=29.5'(LIVING SPACE T.O.S.)

    F.F.=28.4'(LIVING SPACE T.O.S.)

    F.F.=27.4'(LIVING SPACE T.O.S.)

    C2

    A

    A

    EXIST'G. STRUCTURESTO BE REMOVED

    EXIST'G. STRUCTURETO BE REMOVED

    EXIST'G. STRUCTURESTO BE REMOVED

    EXIST'G. STRUCTURETO BE REMOVED

    B

    D

    D

    D

    E

    E

    F

    F

    W

    W

    (SPRINKLERED)(SPRINKLERED)

    (SPRINKLERED)(SPRINKLERED)

    G

    G

    C1

    C1

    C2

    C2 C1

    JEFFERSON PARK OVERLOOKNEW 3-STORY TOWNHOMES

    DENVER, COLORADO(APARTMENT BUILDING FORM)

    FIRE SEPARATION REQUIREMENTS (IRC SECT. R302.1):PROJECTIONS MIN. OF 5' FROM A FIRE SEPARATION LINE MAY BE NON-RATED.OPENINGS MIN. OF 5' FROM A FIRE SEPARATION LINE MAY BE UNLIMITED ANDNON-RATED.

    CODE COMPLIANCE :THIS PROJECT SHALL COMPLY WITH THE 2009 INTERNATIONAL RESIDENTIALCODE, 2011 DENVER BUILDING CODE, 2009 INTERNATIONAL FUEL GAS CODE,2009 INTERNATIONAL MECHANICAL CODE, 2009 INTERNATIONAL PLUMBINGCODE, 2014 NATIONAL ELECTRICAL CODE , & 2009 INTERNATIONAL ENERGYCONSERVATION CODE.

    ACCESSIBILITY POINTS. 6 POINTS WILL BE ACHIEVED BY HAVING

    NOTE: THIS SITE IS IS SUBJECT TO DENVER'SPARKS AND RECREATION' PARKWAY'SRULES & REGULATIONS

    EE

    H

    H

    H

    H

    H

    H

    A6.1 ...... DESIGN DETAILS 1A6.2 ...... DESIGN DETAILS 2A7.0 ...... PROJECT NOTES 1A7.1 ...... PROJECT NOTES 2

    A6.0 ...... BUILDING DETAILS 1DRAWING INDEX | 2724 FEDERAL BLVD.A1.0 ...... SITE PLAN & PROJECT DATA

    A5.1 ... BUILDING SECTIONS

    A4.0 ... EXTERIOR ELEVS 1 A4.1 ... EXTERIOR ELEVS 2A5.0 ... BUILDING SECTIONS

    A1.1 ...... FIRST FLOOR PLANA1.2 ...... SECOND FLOOR PLANA1.3 ...... THIRD FLOOR PLANA2.0 ...... ROOF DECK & STAIRWELL PLANA3.0 ...... STAIRWELL ROOF PLANS

    E-1 ...... ELEC. SPECSE-2 ...... SITE PLANE-4 ...... ONE LINE DIAGRAM, PANELS

    ELECTRICAL ENGINEER DRAWINGS

    E1.1 ...... 1ST FL. POWER/ LIGHTG.E1.2 ...... 2ND FL. POWER/ LIGHTG.E1.3 ...... 3RD FL. POWER/ LIGHTG.E1.4 ...... ROOF POWER/ LIGHTG.

    PROPOSED PROJECT:3-STORY TOWNHOMESPARKING REQUIREMENT:

    REQ: 1 SPACE PER UNIT (SECT. 6-4.3)

    BUILDING FORM: APARTMENT

    ZONING INFORMATION:ZONING DESIGNATION ............................G-MU-3PROPOSED USE: DWELLING, MULTI-UNITBUILDING FORM: APARTMENTSETBACKS .......... FRONT: 29'-8" (BLOCK SENSITIVE)

    REAR: 10'-0" (12' ALLEY PRESENT) SIDES: 7'-6"

    OCCUPANCY GROUP ......................... IRC TOWNHOMESMAX. STORIES ........................................ 3CONSTRUCTION TYPE ........................... V-BMAX. BLDG. HT./BLDG. HT. PROVIDED ....... 40'-0"/ 39'-9"PRIMARY BASE PLANE .................................. 5331.0' (FRONT)REAR BASE PLANE ......................................... 537.0' (REAR)PARKING REQUIRED .................................... 1 SPACE PER UNIT

    (2 SPACES PER UNIT PROVIDED, UNO)PRIMARY STREET FRONTAGE LENGTH ......... 116'PRIMARY BUILDING WALL LENGTH .........53'-9" + 23'-7" = 77'-4"MN. 60% BUILD-TO 10'/20' = 69'-7" MIN. REQD. PROVIDED BUILD-TO ........... 66% (AT FRONT SETBACK)ACCESIBILITY: 6 POINTS REQD. PER CO TITLE 9-5-105 PROVIDED: 6 TYPE B VISITABLE UNITS

    MAILBOX LOCATION"U" RACK, BIKE PARKING RACK (4 BIKES), NOTE: 3

    UNITS TO HAVE INTER. BIKE STORAGE AT GARAGESELEC. METERS

    A

    B

    C1

    LEGEND:

    SITE LEGEND EXISTING STRUCTURE TO BE REMOVED

    NEW STRUCTURE (THIS PERMIT)

    PROPERTY BOUNDARY

    SETBACK INDICATION PARKING STALL 8.5' x 17'

    BUILDINGS 2720 THRU 2726 FEDERAL BLVD. (UNIT AREAS):AREA CALCULATIONS:

    8' x 2' DEEP BALCONY ABOVE (8'-0" ALLOWEDD FRONT SETBACK ENCROACHMENT PERDENVER ZONING CODE SECT. 6.3-4.4

    F WIDEN ALLEY AN ADDITIONAL 2' PER CCD STD. DWGS.

    LANDSCAPE AREAE

    10.0 & 11.2, L-LONGITUDINAL CONSTRUCTION JOINT

    W EXISTING WATERMETER TO REMAIN

    G 150' MIN. DIST. TO BACK OF CURB FOR UNSPRIKLEREDBUILDINGS, PER IFC SECT. 503.1.1, SECT. 503(UNITS 8, 9, 13 & 14 TO BE SPRINKLERED, PER 903.3.1.2)

    GAS METERSC2

    H ALL CONC. WALKS TO VISITABLE ENTRIES TO BE 5% MAX. SLOPE PER ANSI A117.1-1998 CH. 4 AND MANUEVERING SPACE EA. SIDE OF DOOR (CLEAR 18" PULL & 12" PUSH SIDE W/W/ NO CLOSERS), RE. CIVIL FOR ALL GRADES & WALK SLOPES

    C1-1 ...... FOUND. DETAILSS1- 1 ...... FOUND. PLAN

    STRUCTURAL ENGINEER DRAWINGS

    S1- 2 ...... 2ND FL. FRAMING PLANS1- 3 ...... 3RD FL. FRAMING PLANS1- 4 ...... ROOF DECK FRAMING PLANS1- 5 ...... ROOF FRAMING PLAN

    CO

    PYRI

    GHT

    201

    5IF

    THI

    S D

    RAW

    ING

    IS N

    OT

    PRIN

    TED

    ON

    A 2

    4"x3

    6" S

    HEET

    , IT

    IS N

    OT

    TO S

    CA

    LE

    4900

    W. 2

    9th

    Ave

    nue

    Den

    ver,

    CO

    802

    12of

    fice

    | 72

    0.26

    3.26

    76fa

    x |

    303.

    403.

    1388

    [email protected]

    OR

    NR

    ST

    ON

    RC

    HI

    TC

    TU

    RAC

    www.cs-arch.com

    DATE ISSUE

    PROJECT #

    SHEET #

    CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

    SHEET SIZE: 24" x 36"

    ARCHITECT'S STAMP

    BYREV.

    150512

    JEFF

    ERSO

    N P

    ARK

    OV

    ERLO

    OK

    NEW

    TO

    WN

    HO

    MES

    2720

    , 272

    4 &

    272

    6 N

    . FED

    ERA

    L BL

    VD

    .D

    ENV

    ER, C

    OLO

    RAD

    O

    03.14.16 BUILDINGSUBMITTAL JK

    1 06.16.16 BLDG. REVIEWREVISIONS JK

    A1.0

    SITE

    PLA

    NC

    ALC

    ULA

    TION

    S

    2724

    N. F

    EDER

    AL

    BLV

    D.

    AutoCAD SHX Text12' EX. ROW

    AutoCAD SHX TextN. FEDERAL BLVD.

    AutoCAD SHX Text130.0'

    AutoCAD SHX Text166.67' EX. PROPERTY LINE

    AutoCAD SHX Text86.0'

    AutoCAD SHX Text116.0'

    AutoCAD SHX TextWALKWAY TO

    AutoCAD SHX TextBE REMOVED

    AutoCAD SHX TextWALK

    AutoCAD SHX TextNEW WALK

    AutoCAD SHX TextNEW WALK

    AutoCAD SHX TextNEW WALK

    AutoCAD SHX TextNEW WALK

    AutoCAD SHX TextNEW WALK

    AutoCAD SHX TextNEW WALK

    AutoCAD SHX TextNEW WALK

    AutoCAD SHX TextFRONT 80%%%

    AutoCAD SHX TextREAR 20%%%

    AutoCAD SHX TextFRONT 80%%%

    AutoCAD SHX TextREAR 20%%%

    AutoCAD SHX TextCANTILEVER

    AutoCAD SHX TextCANT.

    AutoCAD SHX TextCANTILEVER

    AutoCAD SHX TextCANTILEVER

    AutoCAD SHX TextCANTILEVER

    AutoCAD SHX TextCANTILEVER

    AutoCAD SHX TextNEW ENCLOSED PATIO

    AutoCAD SHX TextNEW ENCLOSED PATIO

    AutoCAD SHX TextNEW ENCLOSED PATIO

    AutoCAD SHX TextNEW ENCLOSED PATIO

    AutoCAD SHX TextEXIST'G. TREE TO

    AutoCAD SHX TextREMAIN, RE. LANDSCAPE

    AutoCAD SHX TextPLANS

    AutoCAD SHX TextRad. 11'-6"

    AutoCAD SHX Text EX. PROPERTY LINE

    AutoCAD SHX Text EX. PROPERTY LINE

    AutoCAD SHX TextNEW

    AutoCAD SHX TextNEW WALK

    AutoCAD SHX TextREMOVE EXIST'G

    AutoCAD SHX TextTREE, SEE.

    AutoCAD SHX TextLANDSCAPE PLANS

    AutoCAD SHX TextEXIST'G TREE

    AutoCAD SHX TextTO REMAIN, RE.

    AutoCAD SHX TextLANDSCAPE PLANS

    AutoCAD SHX TextEXIST'G TREE

    AutoCAD SHX TextTO REMAIN, RE.

    AutoCAD SHX TextLANDSCAPE PLANS

    AutoCAD SHX TextEXIST'G.

    AutoCAD SHX TextCONC. STEPS

    AutoCAD SHX TextSTEPS & WALK TO BE REMOVED, REPLACE W/ TREE LAWN PER CCD STD., SEE DWG. 5.2A

    AutoCAD SHX TextSTEPS & WALK TO BE REMOVED, REPLACE W/ TREE LAWN PER CCD STD., SEE DWG. 5.2A

    AutoCAD SHX TextSTEPS & WALK TO BE REMOVED, REPLACE W/ TREE LAWN PER CCD STD., SEE DWG. 5.2A

    AutoCAD SHX Text14' PROP.ROW

    AutoCAD SHX TextREMOVE EXIST'G

    AutoCAD SHX TextTREE, SEE.

    AutoCAD SHX TextLANDSCAPE PLANS

    AutoCAD SHX Text 36.67' EX. PROPERTY LINE

    AutoCAD SHX Text133.3'

    AutoCAD SHX Text133.3'

    AutoCAD SHX Text33.3'

    AutoCAD SHX TextREMOVE EXIST'G

    AutoCAD SHX TextTREE, SEE.

    AutoCAD SHX TextLANDSCAPE PLANS

    AutoCAD SHX TextREMOVE EXIST'G

    AutoCAD SHX TextTREE, SEE.

    AutoCAD SHX TextLANDSCAPE PLANS

    AutoCAD SHX TextEX. PROPERTY LINE

    AutoCAD SHX Text 34.67' PROP.PROPERTY LINE

    AutoCAD SHX TextREMOVE

    AutoCAD SHX TextEXIST'G.

    AutoCAD SHX TextCONC. STEPS

    AutoCAD SHX TextREMOVE

    AutoCAD SHX Text164.67' PROP. PROPERTY LINE

    AutoCAD SHX Text2' ALLEY WIDENING CCD DEDICATION RECEPTION NO.

    AutoCAD SHX TextEX.12' ALLEY TO BE WIDENED TO AN ADDITIONAL 2' PER CCD 12' ALLEY TO BE WIDENED TO AN ADDITIONAL 2' PER CCD STD. DWGS 10.0 & 11.2 L-LONGITUDINAL CONSTRUCTION JOINT

    AutoCAD SHX TextEXIST'G.

    AutoCAD SHX TextWATER METER

    AutoCAD SHX TextREMOVE

    AutoCAD SHX TextEXIST'G.

    AutoCAD SHX TextWATER METER

    AutoCAD SHX TextREMOVE

    AutoCAD SHX TextEX.SIDEWALKSIDEWALK

    AutoCAD SHX TextEXIST'G. STREETLIGHT

    AutoCAD SHX TextTO REMAIN

    AutoCAD SHX Text& PARKING SIGN

    AutoCAD SHX TextPROP. SIDEWALK

    AutoCAD SHX Text60' FL. TO FL.

    AutoCAD SHX Text+/-79'-8" ROW

    AutoCAD SHX TextRE. SURVEY

    AutoCAD SHX TextREPLACE 10' OF SIDEWALK AT EXIST'G. TREE LOCATION

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX TextUNIT #1

    AutoCAD SHX TextUNIT #2

    AutoCAD SHX TextUNIT #3

    AutoCAD SHX TextGAR./LIVABLE

    AutoCAD SHX Text2nd FLR.

    AutoCAD SHX Text304/150

    AutoCAD SHX Text540

    AutoCAD SHX Text1st FLR.

    AutoCAD SHX TextADDRESS

    AutoCAD SHX Text3rd FLR.

    AutoCAD SHX TextCOND.

    AutoCAD SHX TextROOF STAIR/

    AutoCAD SHX TextTOTAL ROOF

    AutoCAD SHX Text104/540

    AutoCAD SHX TextCOND.

    AutoCAD SHX Text540

    AutoCAD SHX Text525

    AutoCAD SHX Text525

    AutoCAD SHX Text650

    AutoCAD SHX Text650

    AutoCAD SHX Text2726 N. FEDERAL BLVD.

    AutoCAD SHX Text2720 N. FEDERAL BLVD.

    AutoCAD SHX TextUNIT #1

    AutoCAD SHX TextUNIT #2

    AutoCAD SHX TextUNIT #3

    AutoCAD SHX TextUNIT #4

    AutoCAD SHX TextUNIT #5

    AutoCAD SHX TextUNIT #6

    AutoCAD SHX Text370/130

    AutoCAD SHX Text633

    AutoCAD SHX Text609

    AutoCAD SHX Text609

    AutoCAD SHX Text609

    AutoCAD SHX Text609

    AutoCAD SHX Text633

    AutoCAD SHX Text633

    AutoCAD SHX Text609

    AutoCAD SHX Text609

    AutoCAD SHX Text609

    AutoCAD SHX Text609

    AutoCAD SHX Text633

    AutoCAD SHX Text104/525

    AutoCAD SHX Text104/650

    AutoCAD SHX Text104/633

    AutoCAD SHX Text104/609

    AutoCAD SHX Text104/609

    AutoCAD SHX Text104/609

    AutoCAD SHX Text104/609

    AutoCAD SHX Text104/633

    AutoCAD SHX Text304/150

    AutoCAD SHX Text304/150

    AutoCAD SHX Text370/130

    AutoCAD SHX Text370/130

    AutoCAD SHX Text370/130

    AutoCAD SHX Text370/130

    AutoCAD SHX Text370/130

    AutoCAD SHX Text2724 N. FEDERAL BLVD.

    AutoCAD SHX TextUNIT #4

    AutoCAD SHX TextUNIT #5

    AutoCAD SHX TextUNIT #3

    AutoCAD SHX TextUNIT #2

    AutoCAD SHX Text310/170

    AutoCAD SHX Text390/90

    AutoCAD SHX Text345/130

    AutoCAD SHX Text448/162

    AutoCAD SHX Text552

    AutoCAD SHX Text531

    AutoCAD SHX Text662

    AutoCAD SHX Text727

    AutoCAD SHX Text552

    AutoCAD SHX Text531

    AutoCAD SHX Text662

    AutoCAD SHX Text727

    AutoCAD SHX Text104/552

    AutoCAD SHX Text104/531

    AutoCAD SHX Text104/662

    AutoCAD SHX Text104/727

    AutoCAD SHX TextUNIT #1

    AutoCAD SHX Text448/162

    AutoCAD SHX Text741

    AutoCAD SHX Text741

    AutoCAD SHX Text104/741

    AutoCAD SHX Text1

    AutoCAD SHX Text1

  • A

    B

    C

    21

    D

    3

    4 5

    1/4"=1'-0"FIRST FLOOR PLAN 1

    CANTILEVERABOVE

    UNIT#5

    UNIT#3

    CANTILEVERABOVE

    CANTILEVERABOVE

    UP

    UNIT#4

    CANTILEVERABOVE

    UNIT#2

    UP

    UNIT#1

    PWDR.PWDR.

    PWDR.

    PWDR.

    FE

    30703070

    2-2270

    3070

    2670

    3070

    2-2470

    3070

    3070

    30703070

    3070

    30703

    070

    3070

    3070

    2470

    30702470

    2724 FEDERAL BLVD.

    A5.0A

    BA5.1

    BA5.1

    CANTILEVERABOVE

    CANTILEVERABOVE

    1A4.0

    1A4.1

    2A4.1

    2A4.0

    F4

    F4

    F4

    F4

    F4 F4

    F4

    F4

    F4

    F4

    6

    2424

    41

    2

    3

    3

    3

    3

    1

    1

    1

    1

    4

    4

    4

    4

    26

    26

    24

    24

    24

    3050 CSM

    15070 OH.15070 OH.15070 OH.

    15070 OH.

    10070 OH.

    2-3020 FX

    4020

    CSM

    F.F.= 30.45'

    TOS= 30.2'

    F.F.= 30.25'

    TOS= 30.2'

    F.F.= 29.5'F.F.= 28.4'

    6

    F.F.= 27.9'

    6"

    [email protected]"[email protected]"

    [email protected]"[email protected]" 30

    70

    UP

    [email protected]"[email protected]"

    [email protected]"

    [email protected]"

    UP

    [email protected]"[email protected]"

    SAFETY GLAZING4050 CSM

    3

    CONC.WALKWAY

    CO

    NC

    . WA

    LKW

    AY

    SAFETY GLAZING

    SAFE

    TYG

    LAZI

    NG

    SAFETY GLAZING

    CONC.WALKWAYRE. SITEPLAN

    5 5

    5

    5

    5

    4050 CSM 4050 CSM4050 CSM

    EXTERIOR FINISH KEY NOTES: HORIZONTAL LAP SIDING

    DECOR. 8" DEEP PILASTER

    3-COAT STUCCO

    THIN BRICK VENEER,1/2" THICK RUNNING BOND

    2'-0" DEEP BALCONY WITH METAL RAILING

    ROOF TOP STAIR ENCLOSURE

    ROOF PARAPET AND CAP, MIN. 36" HT.

    DECOR. 8" H. STUCCO HORIZONTAL BAND

    1

    2

    3

    4

    5

    6

    7

    8

    9

    DECOR. METAL AWNING, PROJECTS 2'-0"

    10

    (3' SIDE SETBACK ENCROACHMENT ALLOWED)

    (8' ALLOWED FRONT SETBACK ENCROACHMENT)

    COMPOSITION SHINGLE ROOF 11

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    8" MULLED DOUBLE LITE AT SINGLE WINDOW 12F

    BY AMBRICO BRICK OR APPROVD. EQUAL THIN BRICK VENEER, 1/2" THICK STACK BOND

    BY AMBRICO BRICK OR APPROVD. EQUAL1

    INTERIOR KEY NOTES:

    ATTACH ONE LAYER 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF STAIR.

    ATTACH ONE LAYER 1/2" GYP. BD. AT UNDERSIDE OF STAIR.

    INSTALL ONE LAYER 5/8" TYPE 'X' GYP. BD. AT CEILING, WALLS, & AT ALL OUT-OF-PLANE STRUCTURAL MEMBERS IN GARAGE.

    LEVEL CONC. LANDING AREA. PROVIDE MIN. 48" WIDE WALKWAYS. MANUEVERING

    DOOR ACCESSING CONDITIONED LIVING SPACE SHALL BE SOLID WOOD NOT LESSTHAN 1-3/8" THICK OR HONEYCOMB-CORE STEEL NOT LESS THAN 1-3/8" THICK, OR20-MIN. FIRE-RATED. DOOR SHALL ALSO BE SELF-CLOSING OR SELF-LATCHING w/ 5

    LBS. PRESSURE. DOOR SILL TO BE ELEVATED FROM 4"-6", REF. STRUCT. PLANS &COORD. w/ SLOPE OF GARAGE SLAB.

    INTERIOR STEP/ STEPS TO ENTRY - REF. FINISHED FL. HTS. AT GRADING PLANS. PROVIDE 36" H. HANDRAIL AT 4 OR MORE RISERS, AT ONE SIDE OF STEPS PER IRC

    R11.7.7. PROVIDE CLEAR AREA OF 36"x36" AT BOTTOM OF STAIR FOR LANDING.

    RANGE w/ SELF-CLEANING OVEN, HOOD OVER.

    REFRIGERATOR w/ ICE-MAKER, PER OWNER.

    DOUBLE SINK w/ DISPOSAL.

    FINISHED END CABINETRY.

    42" HT. WALL w/ WOOD CAP.

    INTERIOR RAILING, 36" HEIGHT.

    KITCHEN ISLAND.

    VANITY.

    VANITY MIRROR, TO EQUAL LENGTH OF VANITY TOP.

    40"x48" SHOWER.

    ONE ROD, ONE SHELF.

    TWO RODS, TWO SHELVES.

    PEDESTAL SINK.

    STACKABLE WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.

    60"x30" BATHTUB.

    63"x42" SHOWER.

    MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.

    GAS WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/

    ROOF SCUPPER

    ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    14

    15

    16

    17

    18

    19

    20

    13

    21

    22

    23

    24

    25

    1a

    26

    INTERIOR STAIR - 36" MIN. CLEAR STAIRWAY WIDTH. SEE BLDG. SECTIONS SHEETS

    G.C. SHALL VERIFY MIN. 80" CLEAR HEAD HEIGHT AT ALL INTERIOR STAIRS PRIOR TOSTAIR FABRICATION. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANYNECESSARY CHANGES TO STAIR DESIGN PRIOR TO ASSEMBLY.

    SPACE AT ALL ACCESSIBLE ENTRY DOORS TO CONFORM TO ANSI A117.1-1998 CH. 4

    STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.

    A5.0 & A5.1.

    1

    GENERAL NOTES:

    1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDINGFRAME), TO CENTER/EDGE OF DOOR FRAME, AND TO CENTER OFWINDOW.

    2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIRRISERS OR BETWEEN THE RUN OF STEPS IN ANY STAIRCASE.MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOTGREATER THAN 7.75".

    3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOPOF THRESHOLD AT ACCESSIBLE UNIT EXTERIOR EGRESS DOORS.EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALLNOT BE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD.LANDINGS MUST BE AT LEAST AS WIDE AS THE DOOR AND AMINIMUM OF 36" IN THE DIRECTION OF TRAVEL.

    4. TYPICAL WINDOW HEADERS: 96", U.O.N.5. TYPICAL CEILING HEIGHT: 9'-0", REFER TO PLANS6. SEE INDIVIDUAL UNIT PLAN SHEETS FOR UNIT DIMENSIONS & KEY

    NOTES.7. SEE SHT's. A4.0 THRU A4.1 EXTERIOR ELEVATIONS AND SHEET A6.0

    THRU A6.1 FOR FINISH DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.

    ADJUST RISER HEIGHTS AT GARAGE FLOOR LEVEL PER CIVIL PLANS.9. SEE SHT. A7.0 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION

    TRANSLATIONS.

    1

    DOOR/WINDOW LABEL DESCRIPTION:

    EXAMPLE: 6068 = 6 0 6 8 1 HR. RATED WALL ASSEMBLY,

    (SEE DETAIL 1, A6.1)

    2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 6 &6A, A6.0)

    RATED WALL LEGEND:

    WINDOWS (IRC SECT. R308.4 ITEM 7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED 36"HORIZONTALLY FROM WALKING SURFACE AT STAIRS,LANDINGS OR RAMPS AND WHEN THE GLAZING IS 60" OR LESSABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.

    SEE SHEET A7.1 FOR ALL WINDOW SAFETY GLAZING AND FALLPROTECTION REQUIREMENTS.

    6'-0" WIDE 6'-8" TALL

    1

    2-CARGARAGE

    R.O

    .W. A

    LLEY

    KEY PLAN

    FED

    ERA

    L BL

    VD

    .

    2726 2724

    2720

    123

    4

    5

    PROJECT NOTES:

    1. BUILDING ELEVATIONS MAY NOT ILLUSTRATEEVERY CONDITION IN THE FIELD.COORDINATE WITH DESIGN & STRUCTURALPLANS FOR VERIFICATION.

    2. WALLS AND/OR EAVES WITHIN 5'-0" OF APROPERTY LINE MUST BE 1-HR. FIRE-RATED.NO EAVE VENTS SHALL BE ALLOWED INRATED SOFFITS.

    3. SEE SHEETS A7 & A7.1 FOR ADDITIONALPROJECT NOTES & ABBREVIATIONTRANSLATIONS.

    CO

    PYRI

    GHT

    201

    5IF

    THI

    S D

    RAW

    ING

    IS N

    OT

    PRIN

    TED

    ON

    A 2

    4"x3

    6" S

    HEET

    , IT

    IS N

    OT

    TO S

    CA

    LE

    4900

    W. 2

    9th

    Ave

    nue

    Den

    ver,

    CO

    802

    12of

    fice

    | 72

    0.26

    3.26

    76fa

    x |

    303.

    403.

    1388

    [email protected]

    OR

    NR

    ST

    ON

    RC

    HI

    TC

    TU

    RAC

    www.cs-arch.com

    DATE ISSUE

    PROJECT #

    SHEET #

    CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

    SHEET SIZE: 24" x 36"

    ARCHITECT'S STAMP

    BYREV.

    150512

    JEFF

    ERSO

    N P

    ARK

    OV

    ERLO

    OK

    NEW

    TO

    WN

    HO

    MES

    2720

    , 272

    4 &

    272

    6 N

    . FED

    ERA

    L BL

    VD

    .D

    ENV

    ER, C

    OLO

    RAD

    O

    03.14.16 BUILDINGSUBMITTAL JK

    1 06.16.16 BLDG. REVIEWREVISIONS JK

    A1.1

    2724

    N. F

    EDER

    AL

    BLV

    D.

    FIRS

    T LE

    VEL

    PLA

    N

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextSLOPE DN

    AutoCAD SHX Text1/8"/FT. MIN.

    AutoCAD SHX TextSLOPE DN

    AutoCAD SHX Text1/8"/FT. MIN.

    AutoCAD SHX TextSLOPE DN

    AutoCAD SHX Text1/8"/FT. MIN.

    AutoCAD SHX TextSLOPE DN

    AutoCAD SHX Text1/8"/FT. MIN.

    AutoCAD SHX TextSLOPE DN

    AutoCAD SHX Text1/8"/FT. MIN.

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text8

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text3'-0"CLR

    AutoCAD SHX Text3'-0"CLR

    AutoCAD SHX Text3'-0"CLR

    AutoCAD SHX Text3'-0"CLR

    AutoCAD SHX Text1

    AutoCAD SHX Text3'-0"CLR

    AutoCAD SHX TextGAR. SLAB SLOPED AT 1/8":FOOT (REF. FLR. PLAN FOR F.F. ELEV'S.

    AutoCAD SHX TextVARIES

    AutoCAD SHX Text6" STEP (+/-), TYP.

    AutoCAD SHX TextSTAIRCASE

    AutoCAD SHX TextBEYOND

    AutoCAD SHX TextFINISHED CLG.

    AutoCAD SHX Text5/8" TYPE 'X' GYP. BD.

    AutoCAD SHX TextSEE INIDIVI. UNIT PLANS

  • 1/4"=1'-0"SECOND FLOOR PLAN 1

    A

    B

    C

    21

    D

    3

    4 5

    UNIT #5

    GREAT ROOM

    PWDR.

    KITCHEN

    UNIT #4GREAT ROOM

    PWDR.

    KITCHEN

    PWDR.

    KITCHEN

    UNIT #3GREAT ROOM DINING

    UP

    DN DN

    KITCHEN

    UNIT #2

    GREAT ROOM

    DINING

    PWDR.

    UNIT #1GREAT ROOM

    DINING

    PWDR. KITCHEN

    EF

    B1

    2470

    2470

    2470

    2470

    2470

    24702470

    2470

    2724 FEDERAL BLVD.

    A5.0A

    A5.0A

    BA5.1

    BA5.1

    1A4.0

    1A4.1

    2A4.1

    2A4.0

    UP

    DN DN

    2470

    2470

    2470

    2470

    2470

    24702470

    2470

    5-2616 FX2020 CSM

    3040 DH

    3040 DH

    1616 FX

    1616 FX

    1616 FX

    1616 FX

    2-3030 CSM2-3020 CSM 2-3020 CSM

    1616 FX

    1616 FX

    3050

    CSM

    3050

    CSM

    3-26

    20 F

    X

    3050 CSM3050 CSM3050 CSM3050 CSM 3050 CSM 3050 CSM

    3050

    CSM

    3050

    CSM

    3050

    CSM

    3050

    CSM

    7

    7

    77 7

    10

    10

    8

    8

    8

    8 8

    9

    9

    9

    9

    9

    1212

    11

    1212

    11

    1212

    11 12 12

    13

    13

    13 13

    [email protected]"[email protected]"

    [email protected]"[email protected]"

    [email protected]"[email protected]"

    [email protected]"[email protected]"

    STRS

    [email protected]"[email protected]"

    STRSUP

    [email protected]"[email protected]"

    [email protected]"[email protected]"

    [email protected]"[email protected]"

    [email protected]"[email protected]"

    [email protected]"[email protected]"

    STRS

    STRS

    A1.2

    AA

    CC

    BB

    A1.2AA

    CC

    BBA1.2BB

    CC

    AA

    A1.2

    AA

    CC

    BB

    A1.2

    BB

    CC

    AA

    3066 CSM3066 CSM

    3650 CSM

    5 5

    5

    5

    5

    5

    5 5

    SAFETY GLAZING &FALL PROTECTION

    F1 F1 F3 F3 F3 F3 F3 F1 F1 F1 F1 F1 F1

    3040 DH

    F1

    F3

    F1

    F1

    F3

    F1

    F3

    F1

    F1

    DOOR/WINDOW LABEL DESCRIPTION: 1 HR. RATED WALL ASSEMBLY,

    (SEE DETAIL 1, A6.1)

    2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 6 &6A, A6.0)

    RATED WALL LEGEND:

    EXTERIOR FINISH KEY NOTES: HORIZONTAL LAP SIDING

    DECOR. 8" DEEP PILASTER

    3-COAT STUCCO

    THIN BRICK VENEER,1/2" THICK RUNNING BOND

    2'-0" DEEP BALCONY WITH METAL RAILING

    ROOF TOP STAIR ENCLOSURE

    ROOF PARAPET AND CAP, MIN. 36" HT.

    DECOR. 8" H. STUCCO HORIZONTAL BAND

    1

    2

    3

    4

    5

    6

    7

    8

    9

    DECOR. METAL AWNING, PROJECTS 2'-0"

    10

    (3' SIDE SETBACK ENCROACHMENT ALLOWED)

    (8' ALLOWED FRONT SETBACK ENCROACHMENT)

    COMPOSITION SHINGLE ROOF 11

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    8" MULLED DOUBLE LITE AT SINGLE WINDOW 12F

    BY AMBRICO BRICK OR APPROVD. EQUAL THIN BRICK VENEER, 1/2" THICK STACK BOND

    BY AMBRICO BRICK OR APPROVD. EQUAL1

    INTERIOR KEY NOTES:

    ATTACH ONE LAYER 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF STAIR.

    ATTACH ONE LAYER 1/2" GYP. BD. AT UNDERSIDE OF STAIR.

    INSTALL ONE LAYER 5/8" TYPE 'X' GYP. BD. AT CEILING, WALLS, & AT ALL OUT-OF-PLANE STRUCTURAL MEMBERS IN GARAGE.

    LEVEL CONC. LANDING AREA. PROVIDE MIN. 48" WIDE WALKWAYS. MANUEVERING

    DOOR ACCESSING CONDITIONED LIVING SPACE SHALL BE SOLID WOOD NOT LESSTHAN 1-3/8" THICK OR HONEYCOMB-CORE STEEL NOT LESS THAN 1-3/8" THICK, OR20-MIN. FIRE-RATED. DOOR SHALL ALSO BE SELF-CLOSING OR SELF-LATCHING w/ 5

    LBS. PRESSURE. DOOR SILL TO BE ELEVATED FROM 4"-6", REF. STRUCT. PLANS &COORD. w/ SLOPE OF GARAGE SLAB.

    INTERIOR STEP/ STEPS TO ENTRY - REF. FINISHED FL. HTS. AT GRADING PLANS. PROVIDE 36" H. HANDRAIL AT 4 OR MORE RISERS, AT ONE SIDE OF STEPS PER IRC

    R11.7.7. PROVIDE CLEAR AREA OF 36"x36" AT BOTTOM OF STAIR FOR LANDING.

    RANGE w/ SELF-CLEANING OVEN, HOOD OVER.

    REFRIGERATOR w/ ICE-MAKER, PER OWNER.

    DOUBLE SINK w/ DISPOSAL.

    FINISHED END CABINETRY.

    42" HT. WALL w/ WOOD CAP.

    INTERIOR RAILING, 36" HEIGHT.

    KITCHEN ISLAND.

    VANITY.

    VANITY MIRROR, TO EQUAL LENGTH OF VANITY TOP.

    40"x48" SHOWER.

    ONE ROD, ONE SHELF.

    TWO RODS, TWO SHELVES.

    PEDESTAL SINK.

    STACKABLE WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.

    60"x30" BATHTUB.

    63"x42" SHOWER.

    MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.

    GAS WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/

    ROOF SCUPPER

    ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    14

    15

    16

    17

    18

    19

    20

    13

    21

    22

    23

    24

    25

    1a

    26

    INTERIOR STAIR - 36" MIN. CLEAR STAIRWAY WIDTH. SEE BLDG. SECTIONS SHEETS

    G.C. SHALL VERIFY MIN. 80" CLEAR HEAD HEIGHT AT ALL INTERIOR STAIRS PRIOR TOSTAIR FABRICATION. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANYNECESSARY CHANGES TO STAIR DESIGN PRIOR TO ASSEMBLY.

    SPACE AT ALL ACCESSIBLE ENTRY DOORS TO CONFORM TO ANSI A117.1-1998 CH. 4

    STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.

    A5.0 & A5.1.

    1

    GENERAL NOTES:

    1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDINGFRAME), TO CENTER/EDGE OF DOOR FRAME, AND TO CENTER OFWINDOW.

    2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIRRISERS OR BETWEEN THE RUN OF STEPS IN ANY STAIRCASE.MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOTGREATER THAN 7.75".

    3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOPOF THRESHOLD AT ACCESSIBLE UNIT EXTERIOR EGRESS DOORS.EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALLNOT BE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD.LANDINGS MUST BE AT LEAST AS WIDE AS THE DOOR AND AMINIMUM OF 36" IN THE DIRECTION OF TRAVEL.

    4. TYPICAL WINDOW HEADERS: 96", U.O.N.5. TYPICAL CEILING HEIGHT: 9'-0", REFER TO PLANS6. SEE INDIVIDUAL UNIT PLAN SHEETS FOR UNIT DIMENSIONS & KEY

    NOTES.7. SEE SHT's. A4.0 THRU A4.1 EXTERIOR ELEVATIONS AND SHEET A6.0

    THRU A6.1 FOR FINISH DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.

    ADJUST RISER HEIGHTS AT GARAGE FLOOR LEVEL PER CIVIL PLANS.9. SEE SHT. A7.0 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION

    TRANSLATIONS.

    1

    DOOR/WINDOW LABEL DESCRIPTION:

    EXAMPLE: 6068 = 6 0 6 8 1 HR. RATED WALL ASSEMBLY,

    (SEE DETAIL 1, A6.1)

    2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 6 &6A, A6.0)

    RATED WALL LEGEND:

    WINDOWS (IRC SECT. R308.4 ITEM 7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED 36"HORIZONTALLY FROM WALKING SURFACE AT STAIRS,LANDINGS OR RAMPS AND WHEN THE GLAZING IS 60" OR LESSABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.

    SEE SHEET A7.1 FOR ALL WINDOW SAFETY GLAZING AND FALLPROTECTION REQUIREMENTS.

    6'-0" WIDE 6'-8" TALL

    1

    R.O

    .W. A

    LLEY

    KEY PLAN

    FED

    ERA

    L BL

    VD

    .

    2726 2724

    2720

    123

    4

    5

    PROJECT NOTES:

    1. BUILDING ELEVATIONS MAY NOT ILLUSTRATEEVERY CONDITION IN THE FIELD.COORDINATE WITH DESIGN & STRUCTURALPLANS FOR VERIFICATION.

    2. WALLS AND/OR EAVES WITHIN 5'-0" OF APROPERTY LINE MUST BE 1-HR. FIRE-RATED.NO EAVE VENTS SHALL BE ALLOWED INRATED SOFFITS.

    3. SEE SHEETS A7 & A7.1 FOR ADDITIONALPROJECT NOTES & ABBREVIATIONTRANSLATIONS.

    INTERIOR ELEVATIONSBLG. 2724 VIEW "BB"1/4"=1'-0"

    BLG. 2724 VIEW "CC"1/4"=1'-0"

    SECTION "DD"NO SCALE

    BLG. 2724 VIEW "AA"1/4"=1'-0"

    CO

    PYRI

    GHT

    201

    5IF

    THI

    S D

    RAW

    ING

    IS N

    OT

    PRIN

    TED

    ON

    A 2

    4"x3

    6" S

    HEET

    , IT

    IS N

    OT

    TO S

    CA

    LE

    4900

    W. 2

    9th

    Ave

    nue

    Den

    ver,

    CO

    802

    12of

    fice

    | 72

    0.26

    3.26

    76fa

    x |

    303.

    403.

    1388

    [email protected]

    OR

    NR

    ST

    ON

    RC

    HI

    TC

    TU

    RAC

    www.cs-arch.com

    DATE ISSUE

    PROJECT #

    SHEET #

    CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

    SHEET SIZE: 24" x 36"

    ARCHITECT'S STAMP

    BYREV.

    150512

    JEFF

    ERSO

    N P

    ARK

    OV

    ERLO

    OK

    NEW

    TO

    WN

    HO

    MES

    2720

    , 272

    4 &

    272

    6 N

    . FED

    ERA

    L BL

    VD

    .D

    ENV

    ER, C

    OLO

    RAD

    O

    03.14.16 BUILDINGSUBMITTAL JK

    1 06.16.16 BLDG. REVIEWREVISIONS JK

    A1.2

    2724

    N. F

    EDER

    AL

    BLV

    D.

    SEC

    ON

    D L

    EVEL

    PLA

    N

    AutoCAD SHX TextD/W

    AutoCAD SHX TextREFR

    AutoCAD SHX TextUP

    AutoCAD SHX TextD/W

    AutoCAD SHX TextREFR

    AutoCAD SHX TextUP

    AutoCAD SHX TextDN

    AutoCAD SHX TextD/W

    AutoCAD SHX TextREFR

    AutoCAD SHX TextDN

    AutoCAD SHX TextDN

    AutoCAD SHX TextD/W

    AutoCAD SHX TextREFR

    AutoCAD SHX TextD/W

    AutoCAD SHX TextREFR

    AutoCAD SHX TextUP

    AutoCAD SHX TextDN

    AutoCAD SHX TextREFR

    AutoCAD SHX TextUP

    AutoCAD SHX TextD/W

    AutoCAD SHX TextREFR

    AutoCAD SHX TextUP

    AutoCAD SHX TextDN

    AutoCAD SHX TextD/W

    AutoCAD SHX TextREFR

    AutoCAD SHX TextDN

    AutoCAD SHX TextDN

    AutoCAD SHX TextD/W

    AutoCAD SHX TextREFR

    AutoCAD SHX TextD/W

    AutoCAD SHX TextREFR

    AutoCAD SHX TextHIGH WINDOW

    AutoCAD SHX TextHIGH WINDOWS

    AutoCAD SHX TextUP

    AutoCAD SHX TextDN

    AutoCAD SHX TextREFR

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text3'-0"CLR

    AutoCAD SHX Text1

    AutoCAD SHX Text3'-0"CLR

    AutoCAD SHX Text1

    AutoCAD SHX Text3'-0"CLR

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX TextREFER TO NORTH & EAST EXT. ELEVS. FOR EXTERIOR FINISHES

    AutoCAD SHX TextREFER TO NORTH & EAST EXT. ELEVS. FOR EXTERIOR FINISHES

    AutoCAD SHX TextD

    AutoCAD SHX TextD

    AutoCAD SHX TextFINISHED CLG.

    AutoCAD SHX TextFIN. FLR.

    AutoCAD SHX TextFIN. FLR.

    AutoCAD SHX TextFIN. FLR.

    AutoCAD SHX TextCOUNTER TOP

    AutoCAD SHX TextFIN. FLR.

    AutoCAD SHX TextBASE PARTITION

    AutoCAD SHX TextBASE CAB.

    AutoCAD SHX TextFINISHED CLG.

    AutoCAD SHX TextFINISHED CLG.

  • 1/4"=1'-0"THIRD FLOOR PLAN 1

    A

    B

    C

    D

    4 5

    DN

    E

    BEDRM. 2

    M. BEDROOM

    UNIT #5W.I.C

    BEDRM. 2 M. BEDROOM

    W.I.C

    W.I.C

    M. BEDROOM

    W.I.C

    BEDRM. 2

    M. BEDROOM

    M. BATH

    M. BATH

    M. BATH

    BATH 2

    BATH 2

    BATH 2

    BEDRM. 2

    M. BATH

    W.I.C

    W.I.C

    BATH 2

    UNIT #4

    UNIT #3

    M. BATH

    W.I.C

    W.I.C

    UNIT #2

    BEDRM. 2

    B1

    2470

    2470

    2470

    2470

    2670

    2470

    2470

    2670

    2470

    247024

    70

    2670

    2670 2670

    2670

    2470

    1670

    2470

    2470

    2470

    UPM. BEDROOM

    M. BATH

    W.I.C

    W.I.C

    BATH 2

    UNIT #1

    2470

    DN

    UP

    2870

    2470

    2470

    2470

    2670

    2724 FEDERAL BLVD.

    A5.0A

    A5.0A

    BA5.1

    1A4.0

    1A4.1

    2A4.1

    2A4.0

    DN

    2470

    2470

    2470

    2470

    2670

    2470

    2470

    2670

    2470

    247024

    70

    2670 2670

    2670

    2470

    1670

    2470

    2470

    2470

    UP

    2470

    DN

    UP

    2870

    2470

    2470

    2470

    2470

    2470

    2670

    2670

    2670

    2670

    2020 CSM 2020 CSM 2020 CSM 3-2616 FX

    3050 CSM EGRESS3066 CSM3066 CSM

    3050 CSM

    3050 CSM

    3050 CSM

    2020 FX

    2020 FX

    2020 FX

    2020 FX

    3050 CSM 3050 CSM 3050 CSM 3050 CSM3050 CSM 3050 CSM3050 CSM2020 FX 2020 FX

    1616 FX

    1616 FX

    2020 FX2020 FX

    3020

    FX

    2020

    FX

    3050

    CSM

    3050

    CSM

    3050

    CSM

    3050

    CSM

    3640

    CSM

    3050 CSM 3050 CSMEGRESS3050 CSM

    EGRESSEGRESSEGRESSEGRESS

    EGRESS

    EGRESS

    EGRE

    SSEG

    RESS

    1419

    15

    1419

    15

    14

    15

    14

    15

    14 15 14 15

    20

    20

    20

    21 22

    22

    21

    22

    21

    22

    20

    22

    18

    18

    18

    18

    18

    18

    18

    18

    18

    18

    18

    18

    [email protected]"[email protected]"

    STRS

    [email protected]"[email protected]"

    STRS

    [email protected]"[email protected]"

    STRS

    [email protected]"[email protected]"

    STRS

    [email protected]"[email protected]"

    STRS

    [email protected]"[email protected]"

    [email protected]"[email protected]"

    [email protected]"[email protected]"

    2870

    BATH 2

    1670

    BATH 22470

    1670

    2470

    2870

    2-2070

    2-3070

    shlv

    2-2070

    2-2070

    2870

    F

    55

    5

    5

    5

    SAFETY GLAZING &FALL PROTECTION

    F1

    F3

    F1

    F1

    F3

    F1

    F3

    F1

    F1

    F1 F1 F3 F3 F3 F3 F3 F1 F1 F1 F1 F1 F1

    19 19

    21 21

    DOOR/WINDOW LABEL DESCRIPTION:

    EXAMPLE: 6068 = 6 0 6 8 1 HR. RATED WALL ASSEMBLY,

    (SEE DETAIL 1, A6.1)

    2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 6 &6A, A6.0)

    RATED WALL LEGEND:

    WINDOWS (IRC SECT. R308.4 ITEM 7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED 36"HORIZONTALLY FROM WALKING SURFACE AT STAIRS,LANDINGS OR RAMPS AND WHEN THE GLAZING IS 60" OR LESSABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.

    SEE SHEET A7.1 FOR ALL WINDOW SAFETY GLAZING AND FALLPROTECTION REQUIREMENTS.

    6'-0" WIDE 6'-8" TALL

    1

    EXTERIOR FINISH KEY NOTES: HORIZONTAL LAP SIDING

    DECOR. 8" DEEP PILASTER

    3-COAT STUCCO

    THIN BRICK VENEER,1/2" THICK RUNNING BOND

    2'-0" DEEP BALCONY WITH METAL RAILING

    ROOF TOP STAIR ENCLOSURE

    ROOF PARAPET AND CAP, MIN. 36" HT.

    DECOR. 8" H. STUCCO HORIZONTAL BAND

    1

    2

    3

    4

    5

    6

    7

    8

    9

    DECOR. METAL AWNING, PROJECTS 2'-0"

    10

    (3' SIDE SETBACK ENCROACHMENT ALLOWED)

    (8' ALLOWED FRONT SETBACK ENCROACHMENT)

    COMPOSITION SHINGLE ROOF 11

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    8" MULLED DOUBLE LITE AT SINGLE WINDOW 12F

    BY AMBRICO BRICK OR APPROVD. EQUAL THIN BRICK VENEER, 1/2" THICK STACK BOND

    BY AMBRICO BRICK OR APPROVD. EQUAL1

    INTERIOR KEY NOTES:

    ATTACH ONE LAYER 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF STAIR.

    ATTACH ONE LAYER 1/2" GYP. BD. AT UNDERSIDE OF STAIR.

    INSTALL ONE LAYER 5/8" TYPE 'X' GYP. BD. AT CEILING, WALLS, & AT ALL OUT-OF-PLANE STRUCTURAL MEMBERS IN GARAGE.

    LEVEL CONC. LANDING AREA. PROVIDE MIN. 48" WIDE WALKWAYS. MANUEVERING

    DOOR ACCESSING CONDITIONED LIVING SPACE SHALL BE SOLID WOOD NOT LESSTHAN 1-3/8" THICK OR HONEYCOMB-CORE STEEL NOT LESS THAN 1-3/8" THICK, OR20-MIN. FIRE-RATED. DOOR SHALL ALSO BE SELF-CLOSING OR SELF-LATCHING w/ 5

    LBS. PRESSURE. DOOR SILL TO BE ELEVATED FROM 4"-6", REF. STRUCT. PLANS &COORD. w/ SLOPE OF GARAGE SLAB.

    INTERIOR STEP/ STEPS TO ENTRY - REF. FINISHED FL. HTS. AT GRADING PLANS. PROVIDE 36" H. HANDRAIL AT 4 OR MORE RISERS, AT ONE SIDE OF STEPS PER IRC

    R11.7.7. PROVIDE CLEAR AREA OF 36"x36" AT BOTTOM OF STAIR FOR LANDING.

    RANGE w/ SELF-CLEANING OVEN, HOOD OVER.

    REFRIGERATOR w/ ICE-MAKER, PER OWNER.

    DOUBLE SINK w/ DISPOSAL.

    FINISHED END CABINETRY.

    42" HT. WALL w/ WOOD CAP.

    INTERIOR RAILING, 36" HEIGHT.

    KITCHEN ISLAND.

    VANITY.

    VANITY MIRROR, TO EQUAL LENGTH OF VANITY TOP.

    40"x48" SHOWER.

    ONE ROD, ONE SHELF.

    TWO RODS, TWO SHELVES.

    PEDESTAL SINK.

    STACKABLE WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.

    60"x30" BATHTUB.

    63"x42" SHOWER.

    MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.

    GAS WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/

    ROOF SCUPPER

    ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    14

    15

    16

    17

    18

    19

    20

    13

    21

    22

    23

    24

    25

    1a

    26

    INTERIOR STAIR - 36" MIN. CLEAR STAIRWAY WIDTH. SEE BLDG. SECTIONS SHEETS

    G.C. SHALL VERIFY MIN. 80" CLEAR HEAD HEIGHT AT ALL INTERIOR STAIRS PRIOR TOSTAIR FABRICATION. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANYNECESSARY CHANGES TO STAIR DESIGN PRIOR TO ASSEMBLY.

    SPACE AT ALL ACCESSIBLE ENTRY DOORS TO CONFORM TO ANSI A117.1-1998 CH. 4

    STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.

    A5.0 & A5.1.

    1

    GENERAL NOTES:

    1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDINGFRAME), TO CENTER/EDGE OF DOOR FRAME, AND TO CENTER OFWINDOW.

    2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIRRISERS OR BETWEEN THE RUN OF STEPS IN ANY STAIRCASE.MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOTGREATER THAN 7.75".

    3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOPOF THRESHOLD AT ACCESSIBLE UNIT EXTERIOR EGRESS DOORS.EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALLNOT BE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD.LANDINGS MUST BE AT LEAST AS WIDE AS THE DOOR AND AMINIMUM OF 36" IN THE DIRECTION OF TRAVEL.

    4. TYPICAL WINDOW HEADERS: 96", U.O.N.5. TYPICAL CEILING HEIGHT: 9'-0", REFER TO PLANS6. SEE INDIVIDUAL UNIT PLAN SHEETS FOR UNIT DIMENSIONS & KEY

    NOTES.7. SEE SHT's. A4.0 THRU A4.1 EXTERIOR ELEVATIONS AND SHEET A6.0

    THRU A6.1 FOR FINISH DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.

    ADJUST RISER HEIGHTS AT GARAGE FLOOR LEVEL PER CIVIL PLANS.9. SEE SHT. A7.0 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION

    TRANSLATIONS.

    1

    R.O

    .W. A

    LLEY

    KEY PLAN

    FED

    ERA

    L BL

    VD

    .

    2726 2724

    2720

    123

    4

    5

    PROJECT NOTES:

    1. BUILDING ELEVATIONS MAY NOT ILLUSTRATEEVERY CONDITION IN THE FIELD.COORDINATE WITH DESIGN & STRUCTURALPLANS FOR VERIFICATION.

    2. WALLS AND/OR EAVES WITHIN 5'-0" OF APROPERTY LINE MUST BE 1-HR. FIRE-RATED.NO EAVE VENTS SHALL BE ALLOWED INRATED SOFFITS.

    3. SEE SHEETS A7 & A7.1 FOR ADDITIONALPROJECT NOTES & ABBREVIATIONTRANSLATIONS.

    1 HR. RATED WALL ASSEMBLY, (SEE DETAIL 1, A6.1)

    2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 6 &6A, A6.0)

    RATED WALL LEGEND:

    CO

    PYRI

    GHT

    201

    5IF

    THI

    S D

    RAW

    ING

    IS N

    OT

    PRIN

    TED

    ON

    A 2

    4"x3

    6" S

    HEET

    , IT

    IS N

    OT

    TO S

    CA

    LE

    4900

    W. 2

    9th

    Ave

    nue

    Den

    ver,

    CO

    802

    12of

    fice

    | 72

    0.26

    3.26

    76fa

    x |

    303.

    403.

    1388

    [email protected]

    OR

    NR

    ST

    ON

    RC

    HI

    TC

    TU

    RAC

    www.cs-arch.com

    DATE ISSUE

    PROJECT #

    SHEET #

    CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

    SHEET SIZE: 24" x 36"

    ARCHITECT'S STAMP

    BYREV.

    150512

    JEFF

    ERSO

    N P

    ARK

    OV

    ERLO

    OK

    NEW

    TO

    WN

    HO

    MES

    2720

    , 272

    4 &

    272

    6 N

    . FED

    ERA

    L BL

    VD

    .D

    ENV

    ER, C

    OLO

    RAD

    O

    03.14.16 BUILDINGSUBMITTAL JK

    1 06.16.16 BLDG. REVIEWREVISIONS JK

    A1.3

    2724

    N. F

    EDER

    AL

    BLV

    D.

    THIR

    D L

    EVEL

    PLA

    N

    AutoCAD SHX TextW/D

    AutoCAD SHX TextDN

    AutoCAD SHX TextUP

    AutoCAD SHX TextW/D

    AutoCAD SHX TextDN

    AutoCAD SHX TextUP

    AutoCAD SHX TextDN

    AutoCAD SHX TextUP

    AutoCAD SHX TextW/D

    AutoCAD SHX TextW/D

    AutoCAD SHX TextW/D

    AutoCAD SHX TextDN

    AutoCAD SHX TextUP

    AutoCAD SHX TextW/D

    AutoCAD SHX TextDN

    AutoCAD SHX TextUP

    AutoCAD SHX Textseat

    AutoCAD SHX TextDN

    AutoCAD SHX TextUP

    AutoCAD SHX TextW/D

    AutoCAD SHX TextW/D

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1

    AutoCAD SHX TextW/D

    AutoCAD SHX TextW/D

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX TextREFER TO NORTH & EAST EXT. ELEVS. FOR EXTERIOR FINISHES

    AutoCAD SHX TextREFER TO NORTH & EAST EXT. ELEVS. FOR EXTERIOR FINISHES

  • A

    B

    C

    2

    D

    3

    4 5

    EF

    B1

    3/16"=1'-0"ROOF PLAN 1 2724 FEDERAL BLVD.

    2724UNIT #5

    2724UNIT #4

    2724UNIT #3

    2724UNIT #2

    2724UNIT #1

    A5.0A

    A5.0A

    BA5.1

    BA5.1

    1A4.0

    1A4.1

    2A4.1

    2A4.0

    2670

    2670

    2670

    2670

    2670 2670

    2670

    26702670

    2670

    4040 FX

    4040 FX

    4040 FX

    4040 FX

    4040 FX

    [email protected]"[email protected]"

    STRS

    [email protected]"[email protected]"

    STRS

    [email protected]"[email protected]"

    STRS

    [email protected]"[email protected]"

    STRS

    [email protected]"[email protected]"

    STRS

    1

    SCUPPER TODOWNSPOUT

    SCUPPER TODOWNSPOUT

    SCUPPER TODOWNSPOUT

    SCUPPER TODOWNSPOUT

    EXTERIOR FINISH KEY NOTES: HORIZONTAL LAP SIDING

    DECOR. 8" DEEP PILASTER

    3-COAT STUCCO

    THIN BRICK VENEER,1/2" THICK RUNNING BOND

    2'-0" DEEP BALCONY WITH METAL RAILING

    ROOF TOP STAIR ENCLOSURE

    ROOF PARAPET AND CAP, MIN. 36" HT.

    DECOR. 8" H. STUCCO HORIZONTAL BAND

    1

    2

    3

    4

    5

    6

    7

    8

    9

    DECOR. METAL AWNING, PROJECTS 2'-0"

    10

    (3' SIDE SETBACK ENCROACHMENT ALLOWED)

    (8' ALLOWED FRONT SETBACK ENCROACHMENT)

    COMPOSITION SHINGLE ROOF 11

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    8" MULLED DOUBLE LITE AT SINGLE WINDOW 12F

    BY AMBRICO BRICK OR APPROVD. EQUAL THIN BRICK VENEER, 1/2" THICK STACK BOND

    BY AMBRICO BRICK OR APPROVD. EQUAL1

    INTERIOR KEY NOTES:

    ATTACH ONE LAYER 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF STAIR.

    ATTACH ONE LAYER 1/2" GYP. BD. AT UNDERSIDE OF STAIR.

    INSTALL ONE LAYER 5/8" TYPE 'X' GYP. BD. AT CEILING, WALLS, & AT ALL OUT-OF-PLANE STRUCTURAL MEMBERS IN GARAGE.

    LEVEL CONC. LANDING AREA. PROVIDE MIN. 48" WIDE WALKWAYS. MANUEVERING

    DOOR ACCESSING CONDITIONED LIVING SPACE SHALL BE SOLID WOOD NOT LESSTHAN 1-3/8" THICK OR HONEYCOMB-CORE STEEL NOT LESS THAN 1-3/8" THICK, OR20-MIN. FIRE-RATED. DOOR SHALL ALSO BE SELF-CLOSING OR SELF-LATCHING w/ 5

    LBS. PRESSURE. DOOR SILL TO BE ELEVATED FROM 4"-6", REF. STRUCT. PLANS &COORD. w/ SLOPE OF GARAGE SLAB.

    INTERIOR STEP/ STEPS TO ENTRY - REF. FINISHED FL. HTS. AT GRADING PLANS. PROVIDE 36" H. HANDRAIL AT 4 OR MORE RISERS, AT ONE SIDE OF STEPS PER IRC

    R11.7.7. PROVIDE CLEAR AREA OF 36"x36" AT BOTTOM OF STAIR FOR LANDING.

    RANGE w/ SELF-CLEANING OVEN, HOOD OVER.

    REFRIGERATOR w/ ICE-MAKER, PER OWNER.

    DOUBLE SINK w/ DISPOSAL.

    FINISHED END CABINETRY.

    42" HT. WALL w/ WOOD CAP.

    INTERIOR RAILING, 36" HEIGHT.

    KITCHEN ISLAND.

    VANITY.

    VANITY MIRROR, TO EQUAL LENGTH OF VANITY TOP.

    40"x48" SHOWER.

    ONE ROD, ONE SHELF.

    TWO RODS, TWO SHELVES.

    PEDESTAL SINK.

    STACKABLE WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.

    60"x30" BATHTUB.

    63"x42" SHOWER.

    MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.

    GAS WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/

    ROOF SCUPPER

    ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    14

    15

    16

    17

    18

    19

    20

    13

    21

    22

    23

    24

    25

    1a

    26

    INTERIOR STAIR - 36" MIN. CLEAR STAIRWAY WIDTH. SEE BLDG. SECTIONS SHEETS

    G.C. SHALL VERIFY MIN. 80" CLEAR HEAD HEIGHT AT ALL INTERIOR STAIRS PRIOR TOSTAIR FABRICATION. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANYNECESSARY CHANGES TO STAIR DESIGN PRIOR TO ASSEMBLY.

    SPACE AT ALL ACCESSIBLE ENTRY DOORS TO CONFORM TO ANSI A117.1-1998 CH. 4

    STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.

    A5.0 & A5.1.

    1

    GENERAL NOTES:

    1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDINGFRAME), TO CENTER/EDGE OF DOOR FRAME, AND TO CENTER OFWINDOW.

    2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIRRISERS OR BETWEEN THE RUN OF STEPS IN ANY STAIRCASE.MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOTGREATER THAN 7.75".

    3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOPOF THRESHOLD AT ACCESSIBLE UNIT EXTERIOR EGRESS DOORS.EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALLNOT BE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD.LANDINGS MUST BE AT LEAST AS WIDE AS THE DOOR AND AMINIMUM OF 36" IN THE DIRECTION OF TRAVEL.

    4. TYPICAL WINDOW HEADERS: 96", U.O.N.5. TYPICAL CEILING HEIGHT: 9'-0", REFER TO PLANS6. SEE INDIVIDUAL UNIT PLAN SHEETS FOR UNIT DIMENSIONS & KEY

    NOTES.7. SEE SHT's. A4.0 THRU A4.1 EXTERIOR ELEVATIONS AND SHEET A6.0

    THRU A6.1 FOR FINISH DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.

    ADJUST RISER HEIGHTS AT GARAGE FLOOR LEVEL PER CIVIL PLANS.9. SEE SHT. A7.0 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION

    TRANSLATIONS.

    1

    R.O

    .W. A

    LLEY

    KEY PLAN

    FED

    ERA

    L BL

    VD

    .

    2726 2724

    2720

    123

    4

    5

    PROJECT NOTES:

    1. BUILDING ELEVATIONS MAY NOT ILLUSTRATEEVERY CONDITION IN THE FIELD.COORDINATE WITH DESIGN & STRUCTURALPLANS FOR VERIFICATION.

    2. WALLS AND/OR EAVES WITHIN 5'-0" OF APROPERTY LINE MUST BE 1-HR. FIRE-RATED.NO EAVE VENTS SHALL BE ALLOWED INRATED SOFFITS.

    3. SEE SHEETS A7 & A7.1 FOR ADDITIONALPROJECT NOTES & ABBREVIATIONTRANSLATIONS.

    DOOR/WINDOW LABEL DESCRIPTION:

    EXAMPLE: 6068 = 6 0 6 8 1 HR. RATED WALL ASSEMBLY,

    (SEE DETAIL 1, A6.1)

    2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 6 &6A, A6.0)

    RATED WALL LEGEND:

    WINDOWS (IRC SECT. R308.4 ITEM 7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED 36"HORIZONTALLY FROM WALKING SURFACE AT STAIRS,LANDINGS OR RAMPS AND WHEN THE GLAZING IS 60" OR LESSABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.

    SEE SHEET A7.1 FOR ALL WINDOW SAFETY GLAZING AND FALLPROTECTION REQUIREMENTS.

    6'-0" WIDE 6'-8" TALL

    1

    1 HR. RATED WALL ASSEMBLY, (SEE DETAIL 1, A6.1)

    2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 6 &6A, A6.0)

    RATED WALL LEGEND:

    CO

    PYRI

    GHT

    201

    5IF

    THI

    S D

    RAW

    ING

    IS N

    OT

    PRIN

    TED

    ON

    A 2

    4"x3

    6" S

    HEET

    , IT

    IS N

    OT

    TO S

    CA

    LE

    4900

    W. 2

    9th

    Ave

    nue

    Den

    ver,

    CO

    802

    12of

    fice

    | 72

    0.26

    3.26

    76fa

    x |

    303.

    403.

    1388

    [email protected]

    OR

    NR

    ST

    ON

    RC

    HI

    TC

    TU

    RAC

    www.cs-arch.com

    DATE ISSUE

    PROJECT #

    SHEET #

    CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

    SHEET SIZE: 24" x 36"

    ARCHITECT'S STAMP

    BYREV.

    150512

    JEFF

    ERSO

    N P

    ARK

    OV

    ERLO

    OK

    NEW

    TO

    WN

    HO

    MES

    2720

    , 272

    4 &

    272

    6 N

    . FED

    ERA

    L BL

    VD

    .D

    ENV

    ER, C

    OLO

    RAD

    O

    03.14.16 BUILDINGSUBMITTAL JK

    1 06.16.16 BLDG. REVIEWREVISIONS JK

    A2.0

    2724

    N. F

    EDER

    AL

    BLV

    D.

    ROO

    F D

    ECK

    AN

    D

    STA

    IR T

    OW

    ER P

    LAN

    AutoCAD SHX TextFAU

    AutoCAD SHX TextDN

    AutoCAD SHX TextFAU

    AutoCAD SHX TextDN

    AutoCAD SHX TextFAU

    AutoCAD SHX TextDN

    AutoCAD SHX TextFAU

    AutoCAD SHX TextDN

    AutoCAD SHX TextFAU

    AutoCAD SHX TextDN

    AutoCAD SHX Text7.5"

    AutoCAD SHX Text6"

    AutoCAD SHX Text7.5"

    AutoCAD SHX Text7.5"

    AutoCAD SHX Text6"

    AutoCAD SHX Text6"

    AutoCAD SHX TextSLOPE

    AutoCAD SHX TextSLOPE ROOF DN. TO SCUPPER/ " PER FT.14" PER FT.

    AutoCAD SHX TextSLOPE DN.

    AutoCAD SHX TextSLOPE

    AutoCAD SHX TextSLOPE DN.

    AutoCAD SHX TextSLOPE ROOF DN. 14" PER FT. TO SCUPPER

    AutoCAD SHX TextSLOPE DN.

    AutoCAD SHX TextSLOPE DN.

    AutoCAD SHX TextSLOPE

    AutoCAD SHX TextSLOPE DN.

    AutoCAD SHX TextSLOPE

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6A

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6A

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6A

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6A

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6A

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text2

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text2

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text2

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text2

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text3

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text3

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text3

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text3

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1a

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1a

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1a

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1a

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1a

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text3

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1a

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1a

    AutoCAD SHX TextSLOPE

    AutoCAD SHX Text1

    AutoCAD SHX TextSLOPE

    AutoCAD SHX TextSLOPE ROOF DN. TO SCUPPER/ " PER FT.14" PER FT.

    AutoCAD SHX TextSLOPE

    AutoCAD SHX TextSLOPE

    AutoCAD SHX Text1

    AutoCAD SHX TextSLOPE ROOF DN. TO SCUPPER 14" PER FT.

    AutoCAD SHX TextSLOPE ROOF DN. TO SCUPPER 14" PER FT.

    AutoCAD SHX TextSLOPE

    AutoCAD SHX TextSLOPE

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX TextSLOPE

    AutoCAD SHX TextDOWN

    AutoCAD SHX TextSLOPE

    AutoCAD SHX TextDOWN

    AutoCAD SHX TextSLOPE

    AutoCAD SHX TextDOWN

    AutoCAD SHX Text1

  • A

    B

    C

    2

    D

    3

    4 5

    EF

    B1

    3/16"=1'-0"ROOF PLAN 1 2724 FEDERAL BLVD.

    2724UNIT #5

    2724UNIT #4

    2724UNIT #3

    2724UNIT #2

    2724UNIT #1

    A5.0A

    A5.0A

    BA5.1

    BA5.1

    1A4.0

    1A4.1

    2A4.1

    2A4.0

    1

    DOOR/WINDOW LABEL DESCRIPTION: 1 HR. RATED WALL ASSEMBLY,

    (SEE DETAIL 1, A6.1)

    2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 6 &6A, A6.0)

    RATED WALL LEGEND:

    EXTERIOR FINISH KEY NOTES: HORIZONTAL LAP SIDING

    DECOR. 8" DEEP PILASTER

    3-COAT STUCCO

    THIN BRICK VENEER,1/2" THICK RUNNING BOND

    2'-0" DEEP BALCONY WITH METAL RAILING

    ROOF TOP STAIR ENCLOSURE

    ROOF PARAPET AND CAP, MIN. 36" HT.

    DECOR. 8" H. STUCCO HORIZONTAL BAND

    1

    2

    3

    4

    5

    6

    7

    8

    9

    DECOR. METAL AWNING, PROJECTS 2'-0"

    10

    (3' SIDE SETBACK ENCROACHMENT ALLOWED)

    (8' ALLOWED FRONT SETBACK ENCROACHMENT)

    COMPOSITION SHINGLE ROOF 11

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    F

    8" MULLED DOUBLE LITE AT SINGLE WINDOW 12F

    BY AMBRICO BRICK OR APPROVD. EQUAL THIN BRICK VENEER, 1/2" THICK STACK BOND

    BY AMBRICO BRICK OR APPROVD. EQUAL1

    INTERIOR KEY NOTES:

    ATTACH ONE LAYER 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF STAIR.

    ATTACH ONE LAYER 1/2" GYP. BD. AT UNDERSIDE OF STAIR.

    INSTALL ONE LAYER 5/8" TYPE 'X' GYP. BD. AT CEILING, WALLS, & AT ALL OUT-OF-PLANE STRUCTURAL MEMBERS IN GARAGE.

    LEVEL CONC. LANDING AREA. PROVIDE MIN. 48" WIDE WALKWAYS. MANUEVERING

    DOOR ACCESSING CONDITIONED LIVING SPACE SHALL BE SOLID WOOD NOT LESSTHAN 1-3/8" THICK OR HONEYCOMB-CORE STEEL NOT LESS THAN 1-3/8" THICK, OR20-MIN. FIRE-RATED. DOOR SHALL ALSO BE SELF-CLOSING OR SELF-LATCHING w/ 5

    LBS. PRESSURE. DOOR SILL TO BE ELEVATED FROM 4"-6", REF. STRUCT. PLANS &COORD. w/ SLOPE OF GARAGE SLAB.

    INTERIOR STEP/ STEPS TO ENTRY - REF. FINISHED FL. HTS. AT GRADING PLANS. PROVIDE 36" H. HANDRAIL AT 4 OR MORE RISERS, AT ONE SIDE OF STEPS PER IRC

    R11.7.7. PROVIDE CLEAR AREA OF 36"x36" AT BOTTOM OF STAIR FOR LANDING.

    RANGE w/ SELF-CLEANING OVEN, HOOD OVER.

    REFRIGERATOR w/ ICE-MAKER, PER OWNER.

    DOUBLE SINK w/ DISPOSAL.

    FINISHED END CABINETRY.

    42" HT. WALL w/ WOOD CAP.

    INTERIOR RAILING, 36" HEIGHT.

    KITCHEN ISLAND.

    VANITY.

    VANITY MIRROR, TO EQUAL LENGTH OF VANITY TOP.

    40"x48" SHOWER.

    ONE ROD, ONE SHELF.

    TWO RODS, TWO SHELVES.

    PEDESTAL SINK.

    STACKABLE WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.

    60"x30" BATHTUB.

    63"x42" SHOWER.

    MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.

    GAS WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/

    ROOF SCUPPER

    ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    14

    15

    16

    17

    18

    19

    20

    13

    21

    22

    23

    24

    25

    1a

    26

    INTERIOR STAIR - 36" MIN. CLEAR STAIRWAY WIDTH. SEE BLDG. SECTIONS SHEETS

    G.C. SHALL VERIFY MIN. 80" CLEAR HEAD HEIGHT AT ALL INTERIOR STAIRS PRIOR TOSTAIR FABRICATION. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANYNECESSARY CHANGES TO STAIR DESIGN PRIOR TO ASSEMBLY.

    SPACE AT ALL ACCESSIBLE ENTRY DOORS TO CONFORM TO ANSI A117.1-1998 CH. 4

    STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.

    A5.0 & A5.1.

    1

    GENERAL NOTES:

    1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDINGFRAME), TO CENTER/EDGE OF DOOR FRAME, AND TO CENTER OFWINDOW.

    2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIRRISERS OR BETWEEN THE RUN OF STEPS IN ANY STAIRCASE.MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOTGREATER THAN 7.75".

    3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOPOF THRESHOLD AT ACCESSIBLE UNIT EXTERIOR EGRESS DOORS.EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALLNOT BE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD.LANDINGS MUST BE AT LEAST AS WIDE AS THE DOOR AND AMINIMUM OF 36" IN THE DIRECTION OF TRAVEL.

    4. TYPICAL WINDOW HEADERS: 96", U.O.N.5. TYPICAL CEILING HEIGHT: 9'-0", REFER TO PLANS6. SEE INDIVIDUAL UNIT PLAN SHEETS FOR UNIT DIMENSIONS & KEY

    NOTES.7. SEE SHT's. A4.0 THRU A4.1 EXTERIOR ELEVATIONS AND SHEET A6.0

    THRU A6.1 FOR FINISH DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.

    ADJUST RISER HEIGHTS AT GARAGE FLOOR LEVEL PER CIVIL PLANS.9. SEE SHT. A7.0 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION

    TRANSLATIONS.

    1

    R.O

    .W. A

    LLEY

    KEY PLAN

    FED

    ERA

    L BL

    VD

    .

    2726 2724

    2720

    123

    4

    5

    PROJECT NOTES:

    1. BUILDING ELEVATIONS MAY NOT ILLUSTRATEEVERY CONDITION IN THE FIELD.COORDINATE WITH DESIGN & STRUCTURALPLANS FOR VERIFICATION.

    2. WALLS AND/OR EAVES WITHIN 5'-0" OF APROPERTY LINE MUST BE 1-HR. FIRE-RATED.NO EAVE VENTS SHALL BE ALLOWED INRATED SOFFITS.

    3. SEE SHEETS A7 & A7.1 FOR ADDITIONALPROJECT NOTES & ABBREVIATIONTRANSLATIONS.

    CO

    PYRI

    GHT

    201

    5IF

    THI

    S D

    RAW

    ING

    IS N

    OT

    PRIN

    TED

    ON

    A 2

    4"x3

    6" S

    HEET

    , IT

    IS N

    OT

    TO S

    CA

    LE

    4900

    W. 2

    9th

    Ave

    nue

    Den

    ver,

    CO

    802

    12of

    fice

    | 72

    0.26

    3.26

    76fa

    x |

    303.

    403.

    1388

    [email protected]

    OR

    NR

    ST

    ON

    RC

    HI

    TC

    TU

    RAC

    www.cs-arch.com

    DATE ISSUE

    PROJECT #

    SHEET #

    CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

    SHEET SIZE: 24" x 36"

    ARCHITECT'S STAMP

    BYREV.

    150512

    JEFF

    ERSO

    N P

    ARK

    OV

    ERLO

    OK

    NEW

    TO

    WN

    HO

    MES

    2720

    , 272

    4 &

    272

    6 N

    . FED

    ERA

    L BL

    VD

    .D

    ENV

    ER, C

    OLO

    RAD

    O

    03.14.16 BUILDINGSUBMITTAL JK

    1 06.16.16 BLDG. REVIEWREVISIONS JK

    A3.0

    2724

    N. F

    EDER

    AL

    BLV

    D.

    STA

    IR E

    NC

    LOS

    ROO

    F PL

    AN

    AutoCAD SHX TextFAU

    AutoCAD SHX TextDN

    AutoCAD SHX TextFAU

    AutoCAD SHX TextDN

    AutoCAD SHX TextFAU

    AutoCAD SHX TextDN

    AutoCAD SHX TextFAU

    AutoCAD SHX TextDN

    AutoCAD SHX TextFAU

    AutoCAD SHX TextDN

    AutoCAD SHX Text7.5"

    AutoCAD SHX Text6"

    AutoCAD SHX Text7.5"

    AutoCAD SHX Text7.5"

    AutoCAD SHX Text6"

    AutoCAD SHX Text6"

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

  • 3-COAT STUCCO

    3/16"=1'-0"SOUTH ELEVATION 2

    3/16"=1'-0"EAST ELEVATION 1

    T.O. 1st FLOOR

    T.O. 3rd FLOOR

    T.O. 2nd FLOOR (5339.75')

    T.O. 1st FLOOR (5330.75 TYP)

    T.O. ROOF DECK

    T.O. ROOF

    T.O. 1st FLOOR

    T.O. 3rd FLOOR

    T.O. 2nd FLOOR (5339.75')

    T.O. 1st FLOOR (5330.75 TYP)

    T.O. ROOF DECK

    T.O. ROOF

    MAX. BLDG. HEIGHT40'-0"

    BASE PLANE HEIGHTAT FRONT 80%

    5331'

    BASE PLANE HEIGHTAT REAR 20%

    5327'

    MAX. BLDG. HEIGHT40'-0"

    BASE PLANE HEIGHTAT FRONT 80%

    5331'

    BASE PLANE HEIGHTAT REAR 20%

    5327'

    5

    9

    10

    3

    4

    3

    8

    8

    2 2 2 2 2 2

    1

    3

    8

    1

    1

    8

    3

    9

    8

    4

    5

    13

    8

    1

    3

    7

    7

    7

    3

    2

    4

    5

    1

    8

    1

    8

    4

    5

    2724 N. FEDERAL BLVD.

    2724 N. FEDERAL BLVD.

    12 12

    12 1212

    1212

    3. STAIR ENCLOSURES ALLOWED TO ENCROACH 12'-0"ABOVE MAX. BLDG. HT. PER DENV. ZONINGSECT.6.3.7.1

    GENERAL NOTES:

    1. BUILDING ELEVATIONS MAY NOT ILLUSTRATE EVERYCONDITION IN THE FIELD. COORDINATE WITH DESIGN &STRUCTURAL PLANS FOR VERIFICATION.

    2. WALLS AND/OR EAVES WITHIN 5'-0" OF A PROPERTYLINE MUST BE 1-HR. FIRE-RATED. NO EAVE VENTS SHALLBE ALLOWED IN RATED SOFFITS.

    EXTERIOR FINISH KEY NOTES: HORIZONTAL LAP SIDING

    DECOR. 8" DEEP PILASTER

    3-COAT STUCCO

    THIN BRICK VENEER,1/2" THICK RUNNING BOND

    2'-0" DEEP BALCONY WITH METAL RAILING

    ROOF TOP STAIR ENCLOSURE

    ROOF PARAPET AND CAP, MIN. 36" HT.

    DECOR. 8" H. STUCCO HORIZONTAL BAND

    1

    2

    3

    4

    5

    6

    7

    8

    9

    DECOR. METAL AWNING, PROJECTS 2'-0"

    10

    (3' SIDE SETBACK ENCROACHMENT ALLOWED)

    (8' ALLOWED FRONT SETBACK ENCROACHMENT)

    COMPOSITION SHINGLE ROOF 11

    8" MULLED DOUBLE LITE AT SINGLE WINDOW 12

    BY AMBRICO BRICK OR APPROVD. EQUAL THIN BRICK VENEER, 1/2" THICK STACK BOND

    BY AMBRICO BRICK OR APPROVD. EQUAL1

    R.O

    .W. A

    LLEY

    KEY PLAN

    FED

    ERA

    L BL

    VD

    . 2726

    2724

    2720

    CO

    PYRI

    GHT

    201

    5IF

    THI

    S D

    RAW

    ING

    IS N

    OT

    PRIN

    TED

    ON

    A 2

    4"x3

    6" S

    HEET

    , IT

    IS N

    OT

    TO S

    CA

    LE

    4900

    W. 2

    9th

    Ave

    nue

    Den

    ver,

    CO

    802

    12of

    fice

    | 72

    0.26

    3.26

    76fa

    x |

    303.

    403.

    1388

    [email protected]

    OR

    NR

    ST

    ON

    RC

    HI

    TC

    TU

    RAC

    www.cs-arch.com

    DATE ISSUE

    PROJECT #

    SHEET #

    CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

    SHEET SIZE: 24" x 36"

    ARCHITECT'S STAMP

    BYREV.

    150512

    JEFF

    ERSO

    N P

    ARK

    OV

    ERLO

    OK

    NEW

    TO

    WN

    HO

    MES

    2720

    , 272

    4 &

    272

    6 N

    . FED

    ERA

    L BL

    VD

    .D

    ENV

    ER, C

    OLO

    RAD

    O

    03.14.16 BUILDINGSUBMITTAL JK

    1 06.16.16 BLDG. REVIEWREVISIONS JK

    A4.0

    2724

    N. F

    EDER

    AL

    BLV

    D.

    EXTE

    RIO

    R EL

    EVA

    TION

    S 1

    AutoCAD SHX TextPARAPET MIN.

    AutoCAD SHX Text(REFER TO UNIT PLANS)

    AutoCAD SHX Text(REFER TO INDIVID. UNIT PLANS FOR ACTUAL FLOOR HTS.)

    AutoCAD SHX TextPARAPET MIN.

    AutoCAD SHX Text(REFER TO UNIT PLANS)

    AutoCAD SHX Text(REFER TO INDIVID. UNIT PLANS FOR ACTUAL FLOOR HTS.)

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX TextDOWNSPOUTS, RE.

    AutoCAD SHX TextSITE & ROOF PLAN

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX TextDOWNSPOUT, RE.

    AutoCAD SHX TextSITE & ROOF PLAN

  • 3/16"=1'-0"NORTH ELEVATION 2

    3/16"=1'-0"WEST ELEVATION 1

    T.O. 1st FLOOR

    T.O. 3rd FLOOR

    T.O. 2nd FLOOR (5339.75')

    T.O. 1st FLOOR (5330.75 TYP)

    T.O. ROOF DECK

    T.O. ROOF

    T.O. 1st FLOOR

    T.O. 3rd FLOOR

    T.O. 2nd FLOOR (5339.75')

    T.O. 1st FLOOR (5330.75 TYP)

    T.O. ROOF DECK

    T.O. ROOF

    MAX. BLDG. HEIGHT40'-0"

    BASE PLANE HEIGHTAT FRONT 80%

    5331'

    BASE PLANE HEIGHTAT REAR 20%

    5327'

    MAX. BLDG. HEIGHT40'-0"

    BASE PLANE HEIGHTAT FRONT 80%

    5331'

    BASE PLANE HEIGHTAT REAR 20%

    5327'

    1

    1

    3

    8

    9

    4

    5

    8

    8

    4

    5

    3

    1

    7

    7

    3

    2 2

    10

    11

    9

    1

    3

    8

    4

    5

    8

    1

    10

    11

    2724 N. FEDERAL BLVD.

    2724 N. FEDERAL BLVD.

    12

    12 12 12 12

    12

    12 12 12

    1212 12 12

    12

    R.O

    .W. A

    LLEY

    KEY PLAN

    FED

    ERA

    L BL

    VD

    . 2726

    2724

    2720

    3. STAIR ENCLOSURES ALLOWED TO ENCROACH 12'-0"ABOVE MAX. BLDG. HT. PER DENV. ZONINGSECT.6.3.7.1

    GENERAL NOTES:

    1. BUILDING ELEVATIONS MAY NOT ILLUSTRATE EVERYCONDITION IN THE FIELD. COORDINATE WITH DESIGN &STRUCTURAL PLANS FOR VERIFICATION.

    2. WALLS AND/OR EAVES WITHIN 5'-0" OF A PROPERTYLINE MUST BE 1-HR. FIRE-RATED. NO EAVE VENTS SHALLBE ALLOWED IN RATED SOFFITS.

    EXTERIOR FINISH KEY NOTES: HORIZONTAL LAP SIDING

    DECOR. 8" DEEP PILASTER

    3-COAT STUCCO

    THIN BRICK VENEER,1/2" THICK RUNNING BOND

    2'-0" DEEP BALCONY WITH METAL RAILING

    ROOF TOP STAIR ENCLOSURE

    ROOF PARAPET AND CAP, MIN. 36" HT.

    DECOR. 8" H. STUCCO HORIZONTAL BAND

    1

    2

    3

    4

    5

    6

    7

    8

    9

    DECOR. METAL AWNING, PROJECTS 2'-0"

    10

    (3' SIDE SETBACK ENCROACHMENT ALLOWED)

    (8' ALLOWED FRONT SETBACK ENCROACHMENT)

    COMPOSITION SHINGLE ROOF 11

    8" MULLED DOUBLE LITE AT SINGLE WINDOW 12

    BY AMBRICO BRICK OR APPROVD. EQUAL THIN BRICK VENEER, 1/2" THICK STACK BOND

    BY AMBRICO BRICK OR APPROVD. EQUAL1

    CO

    PYRI

    GHT

    201

    5IF

    THI

    S D

    RAW

    ING

    IS N

    OT

    PRIN

    TED

    ON

    A 2

    4"x3

    6" S

    HEET

    , IT

    IS N

    OT

    TO S

    CA

    LE

    4900

    W. 2

    9th

    Ave

    nue

    Den

    ver,

    CO

    802

    12of

    fice

    | 72

    0.26

    3.26

    76fa

    x |

    303.

    403.

    1388

    [email protected]

    OR

    NR

    ST

    ON

    RC

    HI

    TC

    TU

    RAC

    www.cs-arch.com

    DATE ISSUE

    PROJECT #

    SHEET #

    CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

    SHEET SIZE: 24" x 36"

    ARCHITECT'S STAMP

    BYREV.

    150512

    JEFF

    ERSO

    N P

    ARK

    OV

    ERLO

    OK

    NEW

    TO

    WN

    HO

    MES

    2720

    , 272

    4 &

    272

    6 N

    . FED

    ERA

    L BL

    VD

    .D

    ENV

    ER, C

    OLO

    RAD

    O

    03.14.16 BUILDINGSUBMITTAL JK

    1 06.16.16 BLDG. REVIEWREVISIONS JK

    A4.1

    2724

    N. F

    EDER

    AL

    BLV

    D.

    EXTE

    RIO

    R EL

    EVA

    TION

    S 2

    AutoCAD SHX TextPARAPET MIN.

    AutoCAD SHX Text(REFER TO UNIT PLANS)

    AutoCAD SHX Text(REFER TO INDIVID. UNIT PLANS FOR ACTUAL FLOOR HTS.)

    AutoCAD SHX TextPARAPET MIN.

    AutoCAD SHX Text(REFER TO UNIT PLANS)

    AutoCAD SHX Text(REFER TO INDIVID. UNIT PLANS FOR ACTUAL FLOOR HTS.)

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX Text1

    AutoCAD SHX TextDOWNSPOUTS, RE.

    AutoCAD SHX TextSITE & ROOF PLAN

    AutoCAD SHX TextDOWNSPOUTS, RE.

    AutoCAD SHX TextSITE & ROOF PLAN

    AutoCAD SHX Text1

  • SECTION "A" SCALE 3/16 " = 1''-0"A

    ROOF DECK

    E F

    ROOFTOP FLR. F.F.

    SECOND FLR. F.F.

    THIRD FLR. F.F.

    (2724 FED.)UNIT #5

    T.O. 1st FLOOR

    BASE PLANE HEIGHTAT FRONT 80%

    5331'

    BASE PLANE HEIGHTAT REAR 20%

    5327'

    D

    GARAGE STOR.

    LIVING RM.LIVING RM.

    M. BEDROOMM. BEDROOM

    ROOF DECK

    2724 FEDERAL BLVD.

    PWDR.GARAGE

    DININGKITCHEN

    M. BEDRM. M.BATH BEDRM. 2

    ROOF DECK

    WIC WIC

    (2724 FED.)UNIT #4

    (2724 FED.)UNIT #3

    GENERAL NOTES:

    1. BUILDING SECTIONS MAY NOT ILLUSTRATE EVERYCONDITION IN THE FIELD. COORDINATE WITH DESIGN &STRUCTURAL PLANS FOR VERIFICATION.

    2. SEE SHT. A5.1 FOR ADDITIONAL NOTES & ABBREVIATIONTRANSLATIONS.

    R.O

    .W. A

    LLEY

    KEY PLAN

    FED

    ERA

    L BL

    VD

    . 2726

    2724

    2720

    CO

    PYRI

    GHT

    201

    5IF

    THI

    S D

    RAW

    ING

    IS N

    OT

    PRIN

    TED

    ON

    A 2

    4"x3

    6" S

    HEET

    , IT

    IS N

    OT

    TO S

    CA

    LE

    4900

    W. 2

    9th

    Ave

    nue

    Den

    ver,

    CO

    802

    12of

    fice

    | 72

    0.26

    3.26

    76fa

    x |

    303.

    403.

    1388

    [email protected]

    OR

    NR

    ST

    ON

    RC

    HI

    TC

    TU

    RAC

    www.cs-arch.com

    DATE ISSUE

    PROJECT #

    SHEET #

    CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

    SHEET SIZE: 24" x 36"

    ARCHITECT'S STAMP

    BYREV.

    150512

    JEFF

    ERSO

    N P

    ARK

    OV

    ERLO

    OK

    NEW

    TO

    WN

    HO

    MES

    2720

    , 272

    4 &

    272

    6 N

    . FED

    ERA

    L BL

    VD

    .D

    ENV

    ER, C

    OLO

    RAD

    O

    03.14.16 BUILDINGSUBMITTAL JK

    1 06.16.16 BLDG. REVIEWREVISIONS JK

    A5.0

    BUIL

    DIN

    G S

    ECTIO

    NS

    127

    24 N

    . FED

    ERA

    L BL

    VD

    .

    AutoCAD SHX Text2x6 EXT. WALL w/ R-20 INSUL, TYP.

    AutoCAD SHX TextTYP. JOIST w/ R-38 INSUL., REF. STRUCT. PLANS

    AutoCAD SHX TextTYP. JOIST w/ R-38 INSUL., REF. STRUCT. PLANS

    AutoCAD SHX TextTYP. JOIST w/ R-38 INSUL., REF. STRUCT. PLANS

    AutoCAD SHX TextFDTN., REF. STRUCT. PLANS

    AutoCAD SHX TextROOF JOIST w/ R-38 INSUL., REF. STRUCT. PLANS

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text4

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1A

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX Text1

    AutoCAD SHX TextBEYOND

    AutoCAD SHX TextBEYOND

  • SECTION "B" SCALE 1/4 " = 1''-0"B

    ROOF DECK

    E

    (2724 FED.)UNIT #3

    CD

    GARAGE BATH

    KITCHEN

    M. BEDROOM M. BEDROOM

    ROOF DECK ROOF DECK

    2724 FEDERAL BLVD.

    GARAGE

    (2724 FED.)UNIT #4

    (2724 FED.)UNIT #5

    KITCHEN KITCHEN

    M. BEDROOM

    G F

    ROOFTOP FLR. F.F.

    SECOND FLR. F.F.

    THIRD FLR. F.F.

    T.O. 1st FLOOR

    BASE PLANE HEIGHTAT FRONT 80%

    5331'

    BASE PLANE HEIGHTAT REAR 20%

    5327'

    GENERAL NOTES:

    1. BUILDING SECTIONS MAY NOT ILLUSTRATE EVERYCONDITION IN THE FIELD. COORDINATE WITH DESIGN &STRUCTURAL PLANS FOR VERIFICATION.

    2. SEE SHT. A5.1 FOR ADDITIONAL NOTES & ABBREVIATIONTRANSLATIONS.

    R.O

    .W. A

    LLEY

    KEY PLAN

    FED

    ERA

    L BL

    VD

    . 2726

    2724

    2720

    CO

    PYRI

    GHT

    201

    5IF

    THI

    S D

    RAW

    ING

    IS N

    OT

    PRIN

    TED

    ON

    A 2

    4"x3

    6" S

    HEET

    , IT

    IS N

    OT

    TO S

    CA

    LE

    4900

    W. 2

    9th

    Ave

    nue

    Den

    ver,

    CO

    802

    12of

    fice

    | 72

    0.26

    3.26

    76fa

    x |

    303.

    403.

    1388

    [email protected]

    OR

    NR

    ST

    ON

    RC

    HI

    TC

    TU

    RAC

    www.cs-arch.com

    DATE ISSUE

    PROJECT #

    SHEET #

    CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

    SHEET SIZE: 24" x 36"

    ARCHITECT'S STAMP

    BYREV.

    150512

    JEFF

    ERSO

    N P

    ARK

    OV

    ERLO

    OK

    NEW

    TO

    WN

    HO

    MES

    2720

    , 272

    4 &

    272

    6 N

    . FED

    ERA

    L BL

    VD

    .D

    ENV

    ER, C

    OLO

    RAD

    O

    03.14.16 BUILDINGSUBMITTAL JK

    1 06.16.16 BLDG. REVIEWREVISIONS JK

    A5.1

    BUIL

    DIN

    G S

    ECTIO

    NS

    227

    24 N

    . FED

    ERA

    L BL

    VD

    .

    AutoCAD SHX Text2x6 EXT. WALL w/ R-20 INSUL, TYP.

    AutoCAD SHX TextTYP. JOIST w/ R-38 INSUL., REF. STRUCT. PLANS

    AutoCAD SHX TextTYP. JOIST w/ R-38 INSUL., REF. STRUCT. PLANS

    AutoCAD SHX TextTYP. JOIST w/ R-38 INSUL., REF. STRUCT. PLANS

    AutoCAD SHX TextFDTN., REF. STRUCT. PLANS

    AutoCAD SHX TextROOF JOIST w/ R-38 INSUL., REF. STRUCT. PLANS

    AutoCAD SHX TextFDTN., REF. STRUCT. PLANS

    AutoCAD SHX TextROOF JOIST w/ R-38 INSUL., REF. STRUCT. PLANS

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text6

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text4

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.1

    AutoCAD SHX Text1A

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX Text1

    AutoCAD SHX TextA6.0

    AutoCAD SHX Text5a

    AutoCAD SHX Text1

  • 6a NO SCALE UL DESIGN #U366, #U373, OR #U3752-HOUR PARTY WALL ASSEMBLY (AT ROOFTOP WALL)

    FIRST FLR.

    SECOND FLR.

    THIRD FLR.

    ROOFTOP

    6 NO SCALE UL DESIGN #U366, #U373, OR #U3752-HOUR PARTY WALL ASSEMBLY (AT DEMISING WALL)5 NO SCALE

    EAVE DETAIL 4 NO SCALEHANDRAIL DETAIL

    ROOFTOP

    4a NO SCALEHANDRAIL DETAIL

    GA FILE NO. ASW 1000, 60-64 STC RATING

    GA FILE NO. ASW 1000

    DEMISING END-WALL

    A

    A

    A

    A

    3 NO SCALESTAIR/GUARDRAIL DETAIL

    5a NO SCALEEAVE DETAIL - 1-HOUR RATED (GA RC-2602)

    CO

    PYRI

    GHT

    201

    5IF

    THI

    S D

    RAW

    ING

    IS N

    OT

    PRIN

    TED

    ON

    A 2

    4"x3

    6" S

    HEET

    , IT

    IS N

    OT

    TO S

    CA

    LE

    4900

    W. 2

    9th

    Ave

    nue

    Den

    ver,

    CO

    802

    12of

    fice

    | 72

    0.26

    3.26

    76fa

    x |

    303.

    403.

    1388

    [email protected]

    OR

    NR

    ST

    ON

    RC

    HI

    TC

    TU

    RAC

    www.cs-arch.com

    DATE ISSUE

    PROJECT #

    SHEET #

    CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

    SHEET SIZE: 24" x 36"

    ARCHITECT'S STAMP

    BYREV.

    150512

    JEFF

    ERSO

    N P

    ARK

    OV

    ERLO

    OK

    NEW

    TO

    WN

    HO

    MES

    2720

    , 272

    4 &

    272

    6 N

    . FED

    ERA

    L BL

    VD

    .D

    ENV

    ER, C

    OLO

    RAD

    O

    03.14.16 BUILDINGSUBMITTAL JK

    1 06.16.16 BLDG. REVIEWREVISIONS JK

    A6.0

    DET

    AIL

    S 1

    2720

    , 272

    4 &

    272

    6

    N. F

    EDER

    AL

    BLV

    D.

    AutoCAD SHX TextPARCEL LINE BETWEEN UNITS - NO ROOF PENETRATIONS WITHIN 5 FEET

    AutoCAD SHX TextROOF SHEATHING: APROVED FIRE-RETARDENT-TREATED MATERIAL FOR MIN. OF 4'-0" EITHER SIDE OF PARTY WALL

    AutoCAD SHX TextSTEEL STUD TOP TRACK

    AutoCAD SHX TextFIBERGLASS SOUND ATTENUATION BATTS (TYP).

    AutoCAD SHX TextPROPERTY LINE BETWEEN UNITS, TYP.

    AutoCAD SHX Text2x4 WOOD STUDS @ MAX. 24" O.C., REF. STRUCT. PLANS

    AutoCAD SHX Text(2) LAYERS 1" GYP. BOARD LINER SET INTO "H"-SHAPED STEEL STUDS @ 24" O.C.

    AutoCAD SHX TextBLOCK BETWEEN FLOOR TRUSSES, TYP., ADD 1-LAYER 5/8" TYP. 'X' GYP. BD.

    AutoCAD SHX TextPROPERTY LINE BETWEEN UNITS, TYP.

    AutoCAD SHX TextALL FDTN. WALLS BETWEEN UNITS TO BE 12" THICK, U.O.N. ALL FOUNDATION WALLS SHALL BE DAMP-PROOFED OUTSIDE BY APPROVED METHODS AND MATERIALS AS REQ'D. BY CURRENT IBC & LOCAL CODES. 2x6 SILL PLATE w/ 1/2" x 10" D.ANCHOR BOLTS @ 6'-0" O.C. & 12" FROM ENDS (OR PER STRUCT. PLANS). PROVIDE PERIMETER DRAIN PER SOILS REPORT RECOMMENDATIONS. REF. STRUCT. PLANS.

    AutoCAD SHX TextTYPICAL ROOFTOP STAIR ACCESS ROOF: MIN. CLASS 'C' BUILT-UP ROOFING OVER ROOF SHEATHING PER STRUCTURAL ENGINEERING OVER 12" WEB JOISTS w/ MIN. R-38 INSUL., TYP. INTERIOR SURFACE OF 1/2" GYP. BOARD.

    AutoCAD SHX TextDOUBLE TOP PLATE FOR ROOF WALLS AS REQUIRED FOR 10'-0" O.C. VERTICAL CLIP ATTACHMENT, TYP.

    AutoCAD SHX TextTYPICAL FIRST FLOOR GARAGE SLAB: REINFORCED CONCRETE SLAB, REF. STRUCT. PLANS

    AutoCAD SHX Text(1) LAYER 5/8" GYP. BD. ON INTERIOR SURFACE OF 2x4 STUDS

    AutoCAD SHX Text2x4 CROSS-BRACE AS REQ.'d FOR CLIP ATTACHMENT

    AutoCAD SHX TextMIN. 2"W.x2"x2-1/4" ALUMINUM "L" CLIP ATTACHED TO STEEL "H" S