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 WMDPWDESCE@DENVERGOV.ORG 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

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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.

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

307030

70

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"

19R@7.48"18T@10"

18R@7.56"18T@10" 30

70

UP

16R@7.68"15T@10"

UP15R@7.6"

14T@10"

UP

15R@7.4"14T@10"

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.

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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

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2720

, 272

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272

6 N

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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

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

15T@10"16R@7.53"

15T@10"16R@7.53"

15T@10"16R@7.53"

15T@10"16R@7.53"

STRS

15T@10"16R@7.53"

STRSUP

15R@7.4"14T@10"

15R@7.6"14T@10"

16R@7.68"15T@10"

18R@7.56"18T@10"

19R@7.48"18T@10"

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

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IS N

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PRIN

TED

ON

A 2

4"x3

6" S

HEET

, IT

IS N

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Den

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x |

303.

403.

1388

info@cs-arch.com

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

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

15T@10"16R@7.75"

STRS

15T@10"16R@7.75"

STRS

15T@10"16R@7.75"

STRS

15T@10"16R@7.75"

STRS

15T@10"16R@7.75"

STRS

15T@10"16R@7.53"

15T@10"16R@7.53"

15T@10"16R@7.53"

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

info@cs-arch.com

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

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

15T@10"16R@7.75"

STRS

15T@10"16R@7.75"

STRS

15T@10"16R@7.75"

STRS

15T@10"16R@7.75"

STRS

15T@10"16R@7.75"

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

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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

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

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IS N

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ON

A 2

4"x3

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4900

W. 2

9th

Ave

nue

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ver,

CO

802

12of

fice

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303.

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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

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

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201

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THI

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IS N

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ON

A 2

4"x3

6" S

HEET

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IS N

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4900

W. 2

9th

Ave

nue

Den

ver,

CO

802

12of

fice

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0.26

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x |

303.

403.

1388

info@cs-arch.com

OR

NR

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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

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

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201

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THI

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IS N

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TED

ON

A 2

4"x3

6" S

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, IT

IS N

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TO S

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4900

W. 2

9th

Ave

nue

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CO

802

12of

fice

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0.26

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303.

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1388

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OR

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ON

RC

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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

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

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201

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IS N

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TED

ON

A 2

4"x3

6" S

HEET

, IT

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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

info@cs-arch.com

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

.

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

info@cs-arch.com

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

.

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)

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SHEET #

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SHEET SIZE: 24" x 36"

ARCHITECT'S STAMP

BYREV.

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6 NOT TO SCALE CEILING ASSEMBLY

4 NOT TO SCALE BUILDING CANTILEVER DETAIL (GA FC-5011)

5 NOT TO SCALE CEILING ASSEMBLY AT CANTILEVER (UL X772)

7 NOT TO SCALE DECK CANTILEVER DETAIL 8 NOT TO SCALE UL DESIGN NO. X528

1 HR. RATED STEEL COLUMNS4a NOT TO SCALE BUILDING CANTILEVER DETAIL (GA FC-5011)

ROOFTOP

AT GARAGE

1

ROOF DECK SEE EXTER. ELEVS.

ROOF DECK SEE EXTER. ELEVS.

T.O.W. SEE EXTER. ELEVS.

THIRD FLR.

ROOFTOP3'-6" TOP OF PARAPET TO TOP OF ROOF

(MAINTAIN 3'-0" MIN. ABOVE ROOF DECK)

ROOF DECK

T.O.W.

THIRD FLR.

ROOFTOP

SEE EXTER. ELEVS.

SEE EXTER. ELEVS.

3'-6" TOP OF PARAPET TO TOP OF ROOF(MAINTAIN 3'-0" MIN. ABOVE ROOF DECK)

ROOF DECK

T.O.W.

THIRD FLR.

ROOFTOP

SEE EXTER. ELEVS.

SEE EXTER. ELEVS.

3'-6" TOP OF PARAPET TO TOP OF ROOF(MAINTAIN 3'-0" MIN. ABOVE ROOF DECK)

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SHEET SIZE: 24" x 36"

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9 NOT TO SCALE NOTE: IN ORDER OF INSTALLATIONWATER PROTECTION INSTALLATION DETAIL

7 NOT TO SCALE THRESHOLD DETAIL

3 NOT TO SCALE OPERABLE WINDOW HEAD DTL. 4 NOT TO SCALE

FIXED WINDOW HEAD DTL. 5 NOT TO SCALE HEAD AT BRICK VENEER

1

2

3

4

5

6

7

4

3

2

1

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6 8 NOT TO SCALE BALCONY RAILING DETAIL

NOT TO SCALE ACCESSIBLE BATHROOM DETAILTYPE "B" VISITABLE

ACCESSIBLE TYPE "B" UNITS

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SHEET #

CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

SHEET SIZE: 24" x 36"

ARCHITECT'S STAMP

BYREV.

150512

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1. JOIST TO SILL OR GIRDER

CONNECTION FASTENING a,m LOCATION

3-8d COMMON (2-1/2"x0.131")3-3" x 0.131" NAILS3-3" 14 GAGE STAPLES

2. BRIDGING TO JOIST 2-8d COMMON (2-1/2"x0.131")2-3" x 0.131" NAILS2-3" 14 GAGE STAPLES

TOENAIL

TOENAIL EACH END

3. 1" x 6" SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON (2-1/2"x0.131") FACE NAIL

4. WIDER THAN 1" x 6" SUBFLOOR TO EACH JOIST 3-8d COMMON (2-1/2"x0.131") FACE NAIL

5. 2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON (3-1/2"x0.162") BLIND & FACE NAIL

6. SOLE PLATE TO JOIST OR BLOCKING 16d (3-1/2"x0.135") AT 16" O.C.3"x0.131" NAILS AT 8" O.C.3" 14 GAGE STAPLES AT 12" O.C.

TYPICAL FACE NAIL

3"-16d (3-1/2"x0.135") AT 16"4-3"x0.131" NAILS AT 16"4-3" 14 GAGE STAPLES PER 16"

BRACED WALLPANELS

SOLE PLATE TO JOIST OR BLOCKING AT BRACEDWALL PANEL

7. TOP PLATE TO STUD 2-16d COMMON (3-1/2"x0.162")END NAIL3-3"x0.131" NAILS

3-3" 14 GAGE STAPLES

8. STUD TO SOLE PLATE 4-8d COMMON (2-1/2"x0.131")TOENAIL4-3"x0.131" NAILS

3-3" 14 GAGE STAPLES

2-16d COMMON (2-1/2"x0.162")END NAIL3-3"x0.131" NAILS

3-3" 14 GAGE STAPLES

9. DOUBLE STUDS 16d (3-1/2"x0.135") AT 24" O.C.3-3" x 0.131" NAILS AT 8" O.C.2-3" 14 GAGE STAPLES AT 8" O.C.

FACE NAIL

10. DOUBLE TOP PLATES 16d (301/2"x0.135") AT 16" O.C.TYPICAL FACE NAIL3"x0.131" NAIL AT 12" O.C.

3" 14 GAGE STAPLE AT 12" O.C.

8-16d COMMON (3-1/2"x0.162")LAP SPLICE12-3"x0.131" NAILS

12-3" 14 GAGE STAPLES

11. BLOCKING BETWEEN JOISTS OR RAFTERS TO 3-8d COMMON (2-1/2"x0.131")3-3"x0.131" NAILS3-3" 14 GAGE STAPLES

TOENAILTOP PLATE

12. RIM JOIST TO TOP PLATE 8d (2-1/2"x0.131") AT 6" O.C.3"x0.131" NAIL AT 6" O.C.3" 13 GAGE STAPLE AT 6" O.C.

TOENAIL

13. TOP PLATES, LAPS, AND INTERSECTIONS 2-16d COMMON (3-1/2"x0.162")3-3"x0.131" NAILS3-3" 14 GAGE STAPLES

FACE NAIL

14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3-1/2"x0.162") 16" O.C. ALONGEDGE

15. CEILING JOISTS TO PLATE 3-8d COMMON (2-1/2"x0.131")5-3"x0.131" NAILS5-3" 14 GAGE STAPLES

TOENAIL

16. CONTINUOUS HEADER TO STUD 4-8d COMMON (2-1/2"x0.131") TOENAIL

17. CEILING JOISTS, LAPS OVER PARTITIONS

CONNECTION FASTENING a,m LOCATION

3-16d COMMON (3-1/2"x0.162")MINIMUM, TABLE 2308.10.4.14-3"x0.131" NAILS

FACE NAIL(SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1)

4-3" 14 GAGE STAPLES

18. CEILING JOISTS PARALLEL RAFTERS 3-16d COMMON (3-1/2"x0.162")TABLE 2308.10.4.14-3"x0.131" NAILS

FACE NAIL(SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1)

4-3" 14 GAGE STAPLES

19. RAFTER TO PLATE 3-8d COMMON (2-1/2"x0.131")3-3"x0.131" NAILS3-3" 14 GAGE STAPLES

TOENAIL(SEE SECTION 2308.10.1, TABLE 2308.10.1)

20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2-8d COMMON (2-1/2"x0.131")2-3"x0.131" NAILS3-3" 14 GAGE STAPLES

FACE NAIL

21. 1"x8" SHEATHING TO EACH BEARING 3-8d COMMON (2-1/2"x0.131") FACE NAIL

22. WIDER THAN 1"x8" SHEATHING TO EACH BEARING 3-8d COMMON (2-1/2"x0.131") FACE NAIL

23. BUILT-UP CORNER STUDS 16d COMMON (3-1/2"x0.162")3"x0.131" NAILS3" 14 GAGE STAPLES

24" O.C.16" O.C.16" O.C.

24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4"x0.192") 32" O.C. FACE NAIL AT TOP &3"x0.131" NAIL AT 24" O.C.3" 14 GAGE STAPLE AT 24" O.C.

2-16d COMMON (2-1/2"x0.162")FACE NAIL AT ENDS3-3"x0.131" NAILS

3-3" 14 GAGE STAPLES

BOTTOM STAGGEREDON OPPOSITE SIDES

& AT EACH PLATE

25. 2" PLANKS 16d COMMON (3-1/2"x0.162") AT EACH BEARING

26. COLLAR TIE TO RAFTER 3-10d COMMON (3"x0.148")4-3"x0.131" NAILS4-3" 14 GAGE STAPLES

FACE NAIL

27. JACK RAFTER TO HIP 3-10d COMMON (3"x0.148")TOENAIL4-3"x0.131" NAILS

4-3" 14 GAGE STAPLES

2-16d COMMON (3-1/2"x0.162")FACE NAIL3-3"x0.131" NAILS

3-3" 14 GAGE STAPLES

28. ROOF RAFTER TO 2-BY RIDGE BEAMTOENAIL

2-16d COMMON (3-1/2"x0.162")FACE NAIL3-3"x0.131" NAILS

3-3" 14 GAGE STAPLES

2-16d COMMON (3-1/2"x0.162")3-3"x0.131" NAILS3-3" 14 GAGE STAPLES

29. JOIST TO BAND JOIST 3-16d COMMON (3"x0.162")4-3"x0.131" NAILS4-3" 14 GAGE STAPLES

FACE NAIL

30. LEDGER STRIP 3-16d COMMON (3"x0.162")4-3"x0.131" NAILS4-3" 14 GAGE STAPLES

FACE NAIL

31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD 1/2" AND LESSSUBFLOOR, ROOF, AND WALL SHEATHING (TO

b

FRAMING)

6d c,1

2-3/8"x0.113" NAIL n

1-3/4" 16 GAGE o

1-3/4" 16 GAGE o

19/32" TO 3/4" 8d OR 6dd c

2-3/8"x0.113" NAIL p

2" 16 GAGE p

7/8" TO 1" 8dc

1-1/8" TO 1-1/4" 10d OR 8dd d

SINGLE FLOOR (COMBINATION SUBFLOOR- 3/4" AND LESSUNDERLAYMENT TO FRAMING)

6d e

8d7/8" TO 1" e

1-1/8" TO 1-1/4" 10d OR 8dd e

32. PANEL SIDING (TO FRAMING) 1/2" OR LESS 6d f

5/8" 8d f

33. FIBERBOARD SHEATHING 1/2"g NO. 11 GAGE ROOFING NAIL h

6d COMMON NAIL (2"x0.113")NO. 16 GAGE STAPLE i

NO. 11 GAGE ROOFING NAIL25/32" h

8d COMMON NAIL (2/1-2"x0.131")NO. 16 GAGE STAPLE i

34. INTERIOR PANELING 1/4" 4d j

3/8" 6d k

a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED.b. NAILS SPACE AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT

SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TOBE COMMON, BOX, OR CASING.

c. COMMON OR DEFORMED SHANK (6d - 2"x0.113"; 8d - 2-1/2"x0.131"; 10d - 3"x0.148").d. COMMON (6d - 2"x0.113"; 8d - 2-1/2"x0.131"; 10d - 3"x0.148").

FOR SI: 1 INCH = 25.4 mm.

e. DEFORMED SHANK (6d - 2"x0.113"; 8d - 2-1/2"x0.131"; 10d - 3"x0.148").f. CORROSION-RESISTANT SIDING (6d - 1-7/8"x0.106"; 8d - 2-3/8"x0.128")

OR CASING (6d - 2"x0.099"; 8d - 2-1/2"x0.113") NAIL.g. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS,

WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ONCENTER AT INTERMEDIATE SUPPORTS FOR NON-STRUCTURAL APPLICATIONS.

h. CORROSION-RESISTANT ROOFING NAILS WITH 7/16-INCH DIAMETER HEAD AND 1-1/2-INCH LENGTH FOR 1/2-INCHSHEATHING AND 1-3/4-INCH LENGTH FOR 25/32-INCH SHEATHING.

i. CORROSION-RESISTAN STAPLES WITH NOMINAL 7/16-INCH CROWN AND 1-1/8-INCH LENGTH FOR 1/2-INCHSHEATHING AND 1-1/2-INCH LENGTH FOR 25/32-INCH SHEATHING. PANEL SUPPORTS AT 16 INCHES (20 INCHES IFSTRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED).

j. CASING (1-1/2"x0.080") OR FINISH (1-1/2"x0.072") NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES ATINTERMEDIATE SUPPORTS.

k. PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES ATINTERMEDIATE SUPPORTS.

l. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2-1/2"x0.113") ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURALPANELS.

m. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16-INCH.n. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE

SUPPORTS.o. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL

SHEATHING AND 3 INCHES ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.p. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS.

TABLE 2304.9.1 NAILING SCHEDULE

ABBREVIATIONS:

Ø = DIAMETERA. = AMPERESA.F.F. = ABOVE FINISHED FLOORAWN = AWNING WINDOWBBQ = BARBEQUEBLK = GLASS BLOCKBLK'G. = BLOCKINGBM. = BEAMCAB. = CABINETC.H. = CEILING HEIGHTCJ = CEILING JOISTCLG. = CEILINGCONC. = CONCRETECONT. = CONTINUOUSCSMT = CASEMENT WINDOWCTS. = COATS (CLOSET)D = CLOTHES DRYERD/W = DISHWASHERDBL = DOUBLEDH = DOUBLE-HUNG WINDOWDWG. = DRAWING(E) = EXISTINGEA. = EACHEL. = ELEVATIONELEV. = ELEVATIONEXT. = EXTERIORF.D. = FLOOR DRAIN

FAU = FORCED AIR UNITFJ = FLOOR JOISTFLR'G. = FLOORINGF/P = FIREPLACEFLR. = FLOORFRM'G. = FRAMINGFRZR = FREEZER (STAND-ALONE UNIT)FT. = FOOT/FEET (MEASUREMENT)FX = FIXED WINDOWFX/CSMT = FIXED/CASEMENT WINDOWFX/SL = FIXED/SLIDER WINDOWGA. = GAGEG.P.M. = GALLONS PER MINUTEGYP. = GYPSUMH.B. = HOSE BIBBHPR = HOPPER WINDOWINT. = INTERIORJST. = JOISTLB. = POUND (WEIGHT)LVL. = LEVELMAX. = MAXIMUMMFG = MANUFACTURERMIC = MICROWAVEMIN. = MINIMUMmm. = MILLIMETER(N) = NEWNO. = NUMBERo/ = OVER

O.C. = ON-CENTERO.H. = OVERHANGOP. = OPENINGP.T. = PRESSURE-TREATEDP.T.D.F. = PRESSURE-TREATED DOUG FIRP.U.E. = PUBLIC UTILITY EASEMENTPDR. = POWDER RESTROOMPERIM. = PERIMETERPVMT. = PAVEMENTPL. = PLATE(R) = REMODELEDR. = RADIUSR = STAIR RISER & S = ROD & SHELFREF. = REFERENCE, REFER TOREFR = REFRIGERATORS.P. = ARCH SPRING POINTSGD = SLIDING GLASS DOORSH = SINGLE HUNG WINDOWSH. = SHELF, SHELVINGSIM. = SIMILARSL = SLIDING WINDOWSPEC. = SPECIFICATIONSQ. = SQUARESQ. FT. = SQUARE FEETSTRUCT. = STRUCTURALT = STAIR TREADT.O.W. = TOP OF WALL

T.O.F. = TOP OF FOUNDATIONTRSH = TRASH COMPACTORT.O.W. = TOP OF WALLTYP. = TYPICALV.I.F. = VERIFY IN FIELDV.T.R. = VENT THROUGH ROOFw/ = WITHW = CLOTHES WASHERW/D = WASHER/DRYER STACKED UNITW.I.C. = WALK-IN CLOSETWH = WATER HEATERU.O.N. = UNLESS OTHERWISE NOTED

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DATE ISSUE

PROJECT #

SHEET #

CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

SHEET SIZE: 24" x 36"

ARCHITECT'S STAMP

BYREV.

150512

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GENERAL NOTES:1. CONTRACTORS, PRIME AND SUB, SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO THE COMMENCEMENT OF THEIR WORK.2. THE INTENT OF THE DRAWINGS ARE NOT LIMITED TO THE EXPLICITNESS OF THE CONTRACT DOCUMENTS. REPRESENTATIVE AND TYPICAL DETAILS

ARE SHOWN TO ASSIST THE CONTRACTORS. THEY ARE NOT INTENDED TO ILLUSTRATE EVERY CONDITION.3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE PREPARER OF THESE PLANS AND / OR ENGINEER(S) OF ANY CONDITIONS

OCCURRING IN THE FIELD WHICH ARE DIFFERENT FROM THOSE SHOWN IN THESE PLANS, OR OF ERRORS AND OMISSIONS IN THE PLANS, WHICHMAY AFFECT THE CONDITION AND COMPLETION OF THE PROJECT. FAILURE TO GIVE PROPER NOTIFICATION PRIOR TO MAKING ANY FIELDCHANGES SHALL VOID THE GUARANTEE OF THESE PLANS.

4. THE CONSTRUCTION DETAILS COMPILED IN THESE PLANS ARE IN COMPLIANCE TO THE REQUIREMENTS OF THE PREVAILING BUILDING CODES ANDLOCAL ORDINANCES.

5. INSTALLATION INSTRUCTIONS FOR ALL EQUIPMENT AND / OR MATERIAL TO BE PROVIDED TO THE INSPECTOR AT TIME OF INSPECTION ASREQUIRED.

6. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY PUBLIC LIABILITY, PROPERTY, AND WORKMEN'S COMPENSATIONINSURANCE. VALID CERTIFICATES OF ALL SHALL BE PROVIDED TO THE OWNER.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGAND DISTRIBUTING ALL CURRENT DRAWINGS TO ALL SUBCONTRACTORS AND VENDORS DURING THE DURATION OF THE PROJECT. THECONTRACTOR SHALL MAINTAIN ON SITE IN A CONVENIENT LOCATION, A COMPLETE SET OF THE SIGNED AND SEALED PERMIT DOCUMENTS,INCLUDING ALL THE LATEST REVISIONS, ADDENDUM, SHOP DRAWINGS, AND SUPPLEMENTAL INFORMATION AS MAY BE REQUIRED FOR PROPEREXECUTION OF THE PROJECT.

8. PRIOR TO THE SUBMISSION OF ANY BIDS THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND VERIFY THE ARCHITECT'S DIMENSIONS, DETAILS,AND INFORMATION PERTAINING TO THE PROJECT. IF ANY DISCREPANCIES, CONFLICTING INFORMATION, ERRORS OR OMISSIONS ARE PRESENT,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE OWNER IMMEDIATELY. ANY DISCREPANCY, OR CONFLICT NOT BROUGHT TO THEATTENTION OF THE ARCHITECT AND OWNER PRIOR TO THE FINAL BID SUBMISSION SHALL BE CORRECTED BY THE CONTRACTOR AT NOADDITIONAL COST TO THE OWNER.

9. OWNER SHALL REVIEW THESE CONSTRUCTION DOCUMENTS AND VERIFY THAT THEY ARE CORRECT AND COMPLETE PRIOR TO BIDDING AND STARTOF CONSTRUCTION. THE OWNER SHALL APPROVE ALL MATERIAL AND FINISH SAMPLES ALONG WITH ALL EQUIPMENT SPECIFICATIONS PRIOR TOORDERING AND INSTALLATION.

10. DIMENSIONS AS INDICATED ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER SCALING OF THE DRAWINGS. THE DIMENSIONS INDICATED ONTHE DRAWINGS ARE CALCULATED BY COMPUTER AND ROUNDED TO THE NEAREST INCH. THE LOCATION OF PARTITIONS TO THE CENTERS OFMULLIONS OR TO ALIGN WITH FINISHES SHALL TAKE PRECEDENCE OVER WRITTEN DIMENSIONS WHEN SO NOTED. DO NOT SCALE THE DRAWINGS!FIELD VERIFY ALL DIMENSIONS! ALL AREA CALCULATIONS ARE APPROXIMATE.

11. THE CONTRACTOR SHALL INCLUDE ALL WORK NECESSARY TO ASSURE THE PROJECTS COMPLIANCE WITH THE MOST STRINGENT REQUIREMENTSOF THE IRC, CURRENT LOCAL EDITION, NFPA-101, DENVER MUNICIPAL CODE FOR BUILDING CONSTRUCTION, AND ALL OTHER APPLICABLECODES AS GENERALLY DEPICTED IN THESE DRAWINGS.

12. THE CONTRACTOR AND ALL SUBCONTRACTORS AND ALL VENDORS SHALL FAMILIARIZE THEMSELVES WITH AND CONFORM TO ANY AND ALLREQUIREMENTS SET FORTH BY THE BUILDING OWNER OR MUNICIPALITY RELATIVE TO THE HOURS OF WORK.

13. THE WORK SHALL BE LIMITED TO THE SCOPE REASONABLY INFERRED IN THE CONTRACT DOCUMENTS. NO ADDITIONAL WORK SHALL BE EXECUTEDWITHOUT THE PRIOR WRITTEN APPROVAL OF THE OWNER AND ARCHITECT. ANY ADDITIONAL WORK DONE WITHOUT PRIOR WRITTEN APPROVALSHALL BE AT THE SOLE EXPENSE OF THE CONTRACTOR.

14. SHOULD THE SCOPE OF WORK FOR ANY REASON NOT BE FULLY INDICATED ON THE CONTRACT DOCUMENTS, THE ARCHITECT SHOULD BECONTACTED IMMEDIATELY.

15. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, AND SECURE ALL CERTIFICATES OF INSPECTION AND OCCUPANCY THAT ARE REQUIRED BY THEGOVERNING JURISDICTION. THE OWNER SHALL RECEIVE A COPY OF THE PERMIT UPON ISSUANCE.

16. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE, COORDINATING ALL SUBCONTRACTORS, SUPPLIERS, AND VENDORS.17. THE CONTRACTOR SHALL MAINTAIN SUPERVISION ON SITE WHENEVER WORK IS BEING PERFORMED.18. THE CONTRACTOR SHALL COORDINATE ALL OWNER OR TENANT SUPPLIED ITEMS, AND INCORPORATE THE INSTALLATION INTO THE

CONSTRUCTION SCHEDULE, VERIFY THE SCOPE OF SUCH ITEMS PRIOR TO BID SUBMITTAL. APPLY AND/OR INSTALL ALL PRODUCTS AND MATERIALSACCORDING TO THE MANUFACTURER'S PUBLISHED INSTRUCTIONS.

19. THE CONTRACTOR SHALL NOT ALLOW ON THE PROJECT, ANY MATERIALS CONTAINING ASBESTOS, PETROLEUM OR PCB. ALL FIREPROOFINGMUST LIKEWISE BE FREE OF THE ABOVE DESCRIBED MATERIALS.

20. ALL INTERIOR FINISHES SHALL COMPLY W/ CURRENT IRC CODE FOR FLAME SPREAD RESTRICTIONS. ALL INTERIOR FINISHES TO BE SUPPLIED AND/ORAPPROVED BY CLIENT, U.O.N. ALL WALL SURFACES TO BE PAINTED SHALL BE AN ENAMEL INTERIOR WALL PAINT. TWO COAT APPLICATION(COLOR AS PER OWNER)

21. MAINTAIN FIRE RATING AT ALL PENETRATIONS OF RATED WALL ASSEMBLIES, IF ANY, I.E. MECHANICAL AND ELECTRICAL SERVICE RUNS.22. SEE FLOOR PLAN FOR DIMENSIONS FOR EXACT LOCATIONS OF WALLS, WINDOWS, DOORS, ETC. DO NOT SCALE DRAWINGS.23. ALL WINDOW AND DOOR SIZES ARE NOMINAL. VERIFY MANUFACTURER'S ACTUAL AND ROUGH OPENING DIMENSIONS.24. THE CONTRACTOR SHALL EXPEDITE THE DELIVERY OF LONG LEAD TIME ITEMS TO INSURE DELIVERY CONFORMING TO THE CONSTRUCTION

SCHEDULE. THE CONTRACTOR WILL PROVIDE AND INSTALL ALL EQUIPMENT, FIXTURES, APPLIANCES, FURNISHINGS, ETC. UNLESS SPECIFICALLYNOTED OTHERWISE ON THE CONTRACT DOCUMENTS. MANUFACTURERS INSTALLATION INSTRUCTIONS AND SPECIFICATIONS SHALL BE STRICTLYADHERED TO, AND ARE CONSIDERED A PART OF THE CONTRACT DOCUMENTS.

25. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL OF ARCHITECT FOR SUBSTITUTIONS MADE IN SPECIFIED EQUIPMENT, MATERIALS AND COLORS.OWNER TO COORDINATE ALL MATERIAL AND FINISH SAMPLES WITH CONTRACTOR ALONG WITH ALL EQUIPMENT SPECIFICATIONS PRIOR TOORDERING AND INSTALLATION.

26. THE CONTRACTOR WILL PATCH, REPAIR OR REPLACE EXISTING WORK DAMAGED BY NEW CONSTRUCTION.27. THE CONTRACTOR WILL PROVIDE THE NECESSARY TEMPORARY CLOSING OF ALL NEW OPENINGS IN WALLS OR ROOF AT END OF EACH DAY'S

WORK TO KEEP BUILDING WEATHER TIGHT AND SECURE.28. THE CONTRACTOR WILL PROVIDE ADEQUATE PROTECTION TO ALL EXISTING WORK FURNISHINGS AND FIXTURES THAT ARE TO BE RETAINED, SO

THAT THEY WILL NOT BE DAMAGED.29. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY UTILITIES INCLUDING ELECTRICAL, WATER, AND TELEPHONE REQUIRED FOR THE COMPLETION

OF THE PROJECT.30. THE CONTRACTOR SHALL PROVIDE AT ALL TIMES PROTECTION FROM WEATHER AND EXCESSIVE DUST THAT MAY IN ANY WAY DAMAGE THE

WORK, MATERIALS, FIXTURES, EQUIPMENT, OR PRESENT DANGER TO PERSONNEL. ANY WORK UNDER CONTRACT BY G.C. DAMAGED BY AFAILURE TO PROVIDE ADEQUATE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK OR EQUIPMENT AT THE CONTRACTORSEXPENSE.

31. ALL WORK DONE BY THE CONTRACTOR, SUBCONTRACTORS, VENDORS, AND SPECIALTY CONTRACTORS SHALL EXERCISE DUE CARE AND SKILL INPERFORMING ALL WORK IN REGARDS TO THE PROJECT. ALL WORK SHALL BE DONE IN A NEAT WORKMANLIKE PROFESSIONAL MANNER AND INACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND RULES.

32. THE JOB SITE SHALL REMAIN FREE FROM RUBBISH AND DEBRIS. DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL CONFORM TO BUILDINGREGULATIONS.

33. EACH CONTRACTOR SHALL PROTECT THE WORK OF OTHER CONTRACTORS. ANY CONFLICTS ARE TO BE RESOLVED BETWEEN THE CONTRACTORSINVOLVED AND ANY WORK DAMAGED SHALL BE REPLACED BY THE CONTRACTOR CAUSING THE DAMAGE. THE ARCHITECT AND OWNER SHALLBE NOTIFIED OF SUCH CONFLICTS.

34. UPON COMPLETION OF THE PROJECT, ISSUANCE OF THE OCCUPANCY CERTIFICATE AND ACCEPTANCE BY THE OWNER, THE CONTRACTORSHALL PROVIDE THE OWNER WITH ALL EQUIPMENT MAINTENANCE AND INSTRUCTION MANUALS AND WARRANTIES.

35. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH A SET OF "AS BUILT" MARKED PLANS, IF REQUESTED,THE ELECTRICAL CONTRACTORS DRAWINGS SHALL BE INCLUDED. THESE DRAWINGS SHALL BE TRANSMITTED TO THE OWNER.

36. THE CONTRACTOR SHALL WARRANT AND GUARANTEE ALL WORK, EQUIPMENT, FIXTURES, DOORS, WINDOW PROTECTION, HARDWARE, ETC. FORA PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION AS EVIDENCE BY THE CERTIFICATE OF OCCUPANCY UNLESS OTHERWISE REQUIRED (5YR. MIN. FOR A/C COMPRESSORS-COORD. W/ OWNER).

37. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OFANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY.

38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY WORK THAT IS NOT IN CONFORMANCE WITH THE CONTRACT DOCUMENTS.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE CORRECTION OF FAULTY WORKMANSHIP OR MATERIALS WITHIN THE WARRANTY PERIOD.THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE CORRECTION OF WORK THAT HAS BEEN ABUSED OR NEGLECTED BY THE OWNER OR HISREPRESENTATIVES.

FRAMING NOTES:1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR GRADED NO. 2 AND BETTER, UNLESS NOTE OTHERWISE IN THE STRUCTURAL PLANS AND

DETAILS.2. GENERAL NAILING SHALL COMPLY WITH THE TABLE AS LISTED IN THE PLANS.3. WHEN CEMENT, FIBER-CEMENT, OR GLASS MAT GYPSUM BACKERS ARE USED AS A WATER-RESISTANT BACKING FOR TILE OR WALL

PANELS FOR TUBS, SHOWERS, OR WATER CLOSET COMPARTMENT WALLS, IT SHALL BE INSTALLED TO A HEIGHT OF 72" ABOVE THE DRAININLET.

4. ALL GLASS SLIDING DOORS, SHOWER ENCLOSURES, AND WINDOWS WITHIN 60 INCHES OF WET WALKING SURFACES SHALL BETEMPERED.

5. ANY WINDOWS AT STAIRWAYS, STAIRWAY LANDINGS, OR WITHIN 5'-0" OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOMEDGE OF THE GLASS IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE SHALL BE TEMPERED.

6. ANY WINDOW WITHIN 2'-0" OF A DOOR SWING SHALL BE TEMPERED.7. THIS PLAN DOES NOT PROVIDE COMPLETE FLASHING AND WATERPROOFING DETAILS. THE PREPARER OF THESE PLANS AND/OR

ENGINEER(S) DO NOT REPRESENT THEMSELVES TO BE EXPERTS IN THE FIELD OF WATERPROOFING. IT SHALL BE THE RESPONSIBILITY OFTHE GENERAL CONTRACTOR AND/OR THE ROOFING/DECKING SUB-CONTRACTOR TO PROVIDE THE NECESSARY STANDARD OF CARE,WORKMANSHIP, & MATERIALS TO COMPLETE THE ROOF/DECK CONSTRUCTION WITH A WATER-TIGHT CONDITION. ROOF AND/ORDECK DRAINAGE SHALL NOT BE ALLOWED TO RUN BEHIND ANY FASCIA BOARDS OR ONTO THE EXTERIOR FINISH OF THE STRUCTURE.

ELECTRICAL NOTES:1. IN NEW CONSTRUCTION SMOKE AND/OR CARBON MONOXIDE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE

BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACKUP AND LOW BATTERY SIGNAL. SMOKE DETECTORS SHALL BE LOCATEDIN EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM. SMOKE ALARMS SHALL BEINTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT.

2. ALL RECESSED LIGHTING TO BE SEALED AIR-TIGHT.3. WHERE SURFACE-MOUNTED INCANDESCENT FIXTURES ARE INSTALLED, REINFORCE ELECTRICAL BOXES TO ACCOMMODATE THE

INSTALLATION OF A CEILING FAN.4. ALL 15- AND 20-AMPERE RECEPTACLE OUTLETS SHALL BE EQUIPPED WITH ARC-FAULT CIRCUIT INTERRUPTERS.5. EXHAUST FANS INSTALLED IN BATHROOMS SHALL BE CAPABLE OF PROVIDING A MINIMUM OF 5 AIR CHANGES PER HOUR.6. A DEDICATED 20A. CIRCUIT SHALL BE INSTALLED TO SUPPLY THE REQUIRED BATHROOM OUTLETS. THIS CIRCUIT CANNOT SUPPLY ANY

OTHER RECEPTACLES, LIGHTS, FANS, ETC., WITH THE EXCEPTION BEING WHERE THE CIRCUIT SUPPLIES A SINGLE BATHROOM, OUTLETSFOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE PERMITTED TO BE SUPPLIED.

PLUMBING NOTES:1. SINK FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 2.2 G.P.M.2. WATER CLOSETS SHALL HAVE A MAXIMUM 1.28 GALLON/FLUSH.3. PRESSURE TEMPERATURE BALANCED VALVES AT ALL TUB / SHOWER COMBINATIONS TO BE SET AT A MAXIMUM 120 DEGREES

FAHRENHEIT. WATER HEATER SHOULD NOT BE USED TO ADJUST THE TEMPERATURE AT SHOWER VALVES.4. SHOWER HEADS TO HAVE A MAXIMUM FLOW OF 2.5 G.P.M.5. SHOWERS TO MAINTAIN A MINIMUM INTERIOR CLEARANCE OF 30" IN DIAMETER.6. ANTI-HAMMER DEVICES TO BE INSTALLED AT THE WASHING MACHINE AND AT THE DISHWASHING MACHINE.7. HOT WATER AND WATER USAGE SHALL COMPLY WITH LOCAL AND/OR STATE ENERGY-SAVING MEASURES.

MECHANICAL NOTES:1. HEATING FACILITIES SHALL BE CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70 DEGREES FAHRENHEIT AT A POINT OF 3'-0"

ABOVE THE FLOOR IN ALL HABITABLE ROOMS.2. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM OF 3'-0" FROM PROPERTY LINES OR ANY OPENINGS INTO THE

BUILDING (I.E. DRYERS, BATH AND UTILITY FANS, ETC. MUST BE 3'-0" AWAY FROM DOORS, WINDOWS, SKYLIGHTS, AND ATTIC VENTS).

MACHINE NAILING NOTES:1. MACHINE NAILING IS SUBJECTED TO APPROVAL BY THE PROJECT STRUCTURAL ENGINEER. MACHINE NAILING IS SUBJECT TO

DEMONSTRATION OF CONTINUOUS SATISFACTORY JOBSITE PERFORMANCE. IF NAIL HEADS PENETRATE THE OUTER PLY MORE THANWOULD BE NORMAL FOR A HAND HAMMER OR MINIMUM EDGES DISTANCE ARE NOT MAINTAINED, THE PERFORMANCE WILL BEDEEMED UNSATISFACTORY.

ENERGY EFFICIENCY NOTES:ALL UNITS SHALL CONFORM TO IRC SECTION N1101.2 & DBCA, SECT. N1101.2ALL INSULATION CONDITIONS SHALL MEET THESE MINIMUM PRESCRIPTIVE REQUIREMENTS AS FOLLOWS: A RES-CHECK CERTIFICATE MAYBE REQUIRED BY CERTAIN JURISDICTIONS.1. 0.35 (MAX. "U" GLAZING- DOUBLE PANE W/ LOW-E)2. R-13 (BATTS ENCAPSULATED BATTS AT ALL PARTY WALLS)3. R-21 (BATTS 2 x 6 EXTERIOR FRAMED WALLS)4. R-38 (CLOSED CELL FOAM INSULATION)5. R-30 (BATT OR BLOWN AT HABITABLE FLOOR AREAS OVER UNHEATED SPACES, U.O.N.)

WINDOW SAFETY GLAZING AND FALL PROTECTION NOTES:ALL WINDOWS TO CONFORM TO IRC SECTION IRC SECT. R308.4SAFETY GLAZING AT WINDOWS TO BE INSTALLED AT ALL OF THESE CONDITIONS. SEE IRC SECT. R308.4 FOR ADDITIONAL LOCATIONS AND

EXCEPTIONS.1. GLAZING WITHIN ALL FIXED AND OPERABLE DOORS2. GLAZING ADJACENT TO DOORS WHERE THE NEAREST VERTICAL EDGE OF GLAZING IS WITHIN 24" FROM ARC OF DOOR IN A CLOSED

POSITION AND BOTTOM EDGE WITHIN 60" ABOVE WALKING SURFACE (SEE CODE FOR EXCEPTIONS)3. IN PANES WHERE THE PANE IS LARGER THAN 9 SQ. FT. AND THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR AND TOP EDGE OF

GLAZING IS MORE THAN 36" ABOVE THE FLOOR AND WALKING SURFACE IS WITHIN 36" MEASURED HORIZONTALLY IN A STRAIGHT LINE(SEE CODE FOR EXCEPTIONS)

4. ADJACENT TO STAIR LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF WALKING SURFACE WHEN THE EXPOSED SURFACE OFGLAZING IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT SURFACE (SEE CODE FOR EXCEPTIONS).

5. ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF BOTTOM TREAD OF A STAIRWAY WHEN THE EXPOSED SURFACE OF THEGLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD.

6. ALL OPERABLE WINDOWS WHERE THE OPENING IS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW AND THE LOWESTPART OF THE OPENING IS WITHIN 24" OF THE FINISHED FLOOR OF THE ROOM, FALL PROTECTION SHALL BE INSTALLED AND SHALLCOMPLY WITH ASTM F 2090 PER IRC SECT. R312.2.1 EXCEPTION 2.

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CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

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110V DUPLEX OUTLET110V CELING OUTLET220V DEDICATED OUTLET

CEILING FAN / LIGHT COMBO

SURFACE-MOUNTED INCANDESCENT FIXTURE

CHANDELIER FIXTURE

DISPOSALEXHAUST FANEXHAUST FAN / RECESSED LIGHT FIXTURE

FLUORESCENT FIXTURE 2'x4'

GROUND FAULT CIRCUIT INTERRUPT DESIGNATIONRECESSED LIGHT FIXTURESMOKE DETECTORSMOKE/CARBON MONOXIDE DETECTOR COMBO (PER DBCA R315.6)SWITCH w/ TYPE DESIGNATIONUNDER-CABINET FLUORESCENT LIGHTINGWALL-MOUNT LIGHT FIXTUREWALL SCONCEWEATHERPROOF HOUSINGCARBON MONOXIDE DETECTOR

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GENERAL NOTES:

1. ALL LIGHTING IS INCANDESCENT, U.O.N.2. REINFORCE ALL CEILING-MOUNT ELECTRICAL BOXES FOR

SURFACE-MOUNT LIGHT FIXTURES TO ACCOMMODATE FUTURECEILING FAN INSTALLATION.

3. ALL OUTLETS IN KITCHEN/BATH(S) LABELED WITH GFCIPROTECTION ARE INSTALLED AT COUNTER-HEIGHT, U.O.N.

4. ALL FLUORESCENT FIXTURES ARE FOUR-PIN TYPE.5. CONTRACTOR TO COORDINATE LOW-VOLTAGE

INSTALLATION w/ OWNER.6. SEE SHT's. A7 & A7.1 FOR ADDITIONAL ELECTRICAL NOTES.7. REF. ELECTRICAL ONE-LINE DIAGRAM BY OTHERS.

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CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

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DINING

PWDR. KITCHEN

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110V DUPLEX OUTLET110V CELING OUTLET220V DEDICATED OUTLET

CEILING FAN / LIGHT COMBO

SURFACE-MOUNTED INCANDESCENT FIXTURE

CHANDELIER FIXTURE

DISPOSALEXHAUST FANEXHAUST FAN / RECESSED LIGHT FIXTURE

FLUORESCENT FIXTURE 2'x4'

GROUND FAULT CIRCUIT INTERRUPT DESIGNATIONRECESSED LIGHT FIXTURESMOKE DETECTORSMOKE/CARBON MONOXIDE DETECTOR COMBO (PER DBCA R315.6)SWITCH w/ TYPE DESIGNATIONUNDER-CABINET FLUORESCENT LIGHTINGWALL-MOUNT LIGHT FIXTUREWALL SCONCEWEATHERPROOF HOUSINGCARBON MONOXIDE DETECTOR

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GENERAL NOTES:

1. ALL LIGHTING IS INCANDESCENT, U.O.N.2. REINFORCE ALL CEILING-MOUNT ELECTRICAL BOXES FOR

SURFACE-MOUNT LIGHT FIXTURES TO ACCOMMODATE FUTURECEILING FAN INSTALLATION.

3. ALL OUTLETS IN KITCHEN/BATH(S) LABELED WITH GFCIPROTECTION ARE INSTALLED AT COUNTER-HEIGHT, U.O.N.

4. ALL FLUORESCENT FIXTURES ARE FOUR-PIN TYPE.5. CONTRACTOR TO COORDINATE LOW-VOLTAGE

INSTALLATION w/ OWNER.6. SEE SHT's. A7 & A7.1 FOR ADDITIONAL ELECTRICAL NOTES.7. REF. ELECTRICAL ONE-LINE DIAGRAM BY OTHERS.

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CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

SHEET SIZE: 24" x 36"

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110V DUPLEX OUTLET110V CELING OUTLET220V DEDICATED OUTLET

CEILING FAN / LIGHT COMBO

SURFACE-MOUNTED INCANDESCENT FIXTURE

CHANDELIER FIXTURE

DISPOSALEXHAUST FANEXHAUST FAN / RECESSED LIGHT FIXTURE

FLUORESCENT FIXTURE 2'x4'

GROUND FAULT CIRCUIT INTERRUPT DESIGNATIONRECESSED LIGHT FIXTURESMOKE DETECTORSMOKE/CARBON MONOXIDE DETECTOR COMBO (PER DBCA R315.6)SWITCH w/ TYPE DESIGNATIONUNDER-CABINET FLUORESCENT LIGHTINGWALL-MOUNT LIGHT FIXTUREWALL SCONCEWEATHERPROOF HOUSINGCARBON MONOXIDE DETECTOR

C

GENERAL NOTES:

1. ALL LIGHTING IS INCANDESCENT, U.O.N.2. REINFORCE ALL CEILING-MOUNT ELECTRICAL BOXES FOR

SURFACE-MOUNT LIGHT FIXTURES TO ACCOMMODATE FUTURECEILING FAN INSTALLATION.

3. ALL OUTLETS IN KITCHEN/BATH(S) LABELED WITH GFCIPROTECTION ARE INSTALLED AT COUNTER-HEIGHT, U.O.N.

4. ALL FLUORESCENT FIXTURES ARE FOUR-PIN TYPE.5. CONTRACTOR TO COORDINATE LOW-VOLTAGE

INSTALLATION w/ OWNER.6. SEE SHT's. A7 & A7.1 FOR ADDITIONAL ELECTRICAL NOTES.7. REF. ELECTRICAL ONE-LINE DIAGRAM BY OTHERS.

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www.cs-arch.com

DATE ISSUE

PROJECT #

SHEET #

CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

SHEET SIZE: 24" x 36"

ARCHITECT'S STAMP

BYREV.

150512

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03.14.16 BUILDINGSUBMITTAL JK

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ELECTRICAL LEGEND

110V DUPLEX OUTLET110V CELING OUTLET220V DEDICATED OUTLET

CEILING FAN / LIGHT COMBO

SURFACE-MOUNTED INCANDESCENT FIXTURE

CHANDELIER FIXTURE

DISPOSALEXHAUST FANEXHAUST FAN / RECESSED LIGHT FIXTURE

FLUORESCENT FIXTURE 2'x4'

GROUND FAULT CIRCUIT INTERRUPT DESIGNATIONRECESSED LIGHT FIXTURESMOKE DETECTORSMOKE/CARBON MONOXIDE DETECTOR COMBO (PER DBCA R315.6)SWITCH w/ TYPE DESIGNATIONUNDER-CABINET FLUORESCENT LIGHTINGWALL-MOUNT LIGHT FIXTUREWALL SCONCEWEATHERPROOF HOUSINGCARBON MONOXIDE DETECTOR

C

GENERAL NOTES:

1. ALL LIGHTING IS INCANDESCENT, U.O.N.2. REINFORCE ALL CEILING-MOUNT ELECTRICAL BOXES FOR

SURFACE-MOUNT LIGHT FIXTURES TO ACCOMMODATE FUTURECEILING FAN INSTALLATION.

3. ALL OUTLETS IN KITCHEN/BATH(S) LABELED WITH GFCIPROTECTION ARE INSTALLED AT COUNTER-HEIGHT, U.O.N.

4. ALL FLUORESCENT FIXTURES ARE FOUR-PIN TYPE.5. CONTRACTOR TO COORDINATE LOW-VOLTAGE

INSTALLATION w/ OWNER.6. SEE SHT's. A7 & A7.1 FOR ADDITIONAL ELECTRICAL NOTES.7. REF. ELECTRICAL ONE-LINE DIAGRAM BY OTHERS.

CO

PYRI

GHT

201

5IF

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PRIN

TED

ON

A 2

4"x3

6" S

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W. 2

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Ave

nue

Den

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CO

802

12of

fice

| 72

0.26

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x |

303.

403.

1388

info@cs-arch.com

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 07.09.16 BLDG. REVIEWREVISIONS JK

E1.4

2724

N. F

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