CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS ......3/16"=1'-0" FIRST FLOOR PLAN 1 A B C 1 3 4 D E F G...
Transcript of CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS ......3/16"=1'-0" FIRST FLOOR PLAN 1 A B C 1 3 4 D E F G...
![Page 1: CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS ......3/16"=1'-0" FIRST FLOOR PLAN 1 A B C 1 3 4 D E F G CANTILEVER ABOVE 2 ENTRANCE ENTRANCE ENTRANCE 2720 UNIT #1 UP UP UP NEW ENCLOSED](https://reader035.fdocuments.us/reader035/viewer/2022071413/610c7eca0fd93d7967580203/html5/thumbnails/1.jpg)
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
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
E-1 ...... ELEC. SPECS
DRAWING INDEX | 2720 FEDERAL BLVD.
A6.1 ...... DESIGN DETAILS 1A6.2 ...... DESIGN DETAILS 2A7.0 ...... PROJECT NOTES 1A7.1 ...... PROJECT NOTES 2
A1.1 ...... FIRST FLOOR PLANA1.2 ...... SECOND FLOOR PLANA1.3 ...... THIRD FLOOR PLANA2.0 ...... ROOF DECK & STAIRWELL PLAN
A5.1 ... BUILDING SECTIONS
A4.0 ... EXTERIOR ELEVS 1
A6.0 ...... BUILDING DETAILS 1
E-2 ...... SITE PLAN
A1.0 ...... SITE PLAN & PROJECT DATA
E-4 ...... ONE LINE DIAGRAM, PANELS
A4.1 ... EXTERIOR ELEVS 2A5.0 ... BUILDING SECTIONS ELECTRICAL ENGINEER DRAWINGS
A3.0 ...... STAIRWELL ROOF PLANS E1.1 ...... 1ST FL. POWER/ LIGHTG.E1.2 ...... 2ND FL. POWER/ LIGHTG.E1.3 ...... 3RD FL. & 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/ NO CLOSERS), RE. CIVIL FOR ALL GRADES & WALK SLOPES
C1-1 ...... FOUND. DETAILSS1- 1 ...... FOUND. & 2nd Fl. FRAMING
STRUCTURAL ENGINEER DRAWINGS
S1- 2 ...... 3rd Fl & ROOF DECK FRAMINGS1- 3 ...... ROOF FRAMING PLAN
CO
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201
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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
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
A1.0
SITE
PLA
NC
ALC
ULA
TION
S
2720
N. F
EDER
AL
BLV
D.
![Page 2: CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS ......3/16"=1'-0" FIRST FLOOR PLAN 1 A B C 1 3 4 D E F G CANTILEVER ABOVE 2 ENTRANCE ENTRANCE ENTRANCE 2720 UNIT #1 UP UP UP NEW ENCLOSED](https://reader035.fdocuments.us/reader035/viewer/2022071413/610c7eca0fd93d7967580203/html5/thumbnails/2.jpg)
3/16"=1'-0"FIRST FLOOR PLAN 1
A B C
1
3
4
D E F G
CANTILEVERABOVE
2
ENTRANCE ENTRANCE ENTRANCE
2720UNIT #1
UP UP UP
NEWENCLOSEDPATIO
3070
3070
3070
2670
2670
3070
2870
3070
2670
3070
A
CANTILEVERABOVE
CANTILEVERABOVE
ENTRANCE
UP3070
2670
2670
3070
CANTILEVERABOVE
ENTRANCE
UP 3070
2670
2670
3070
CANTILEVERABOVE
ENTRANCE
UP
3070
2670
2670
3070
CANTILEVERABOVE
2720UNIT #2
2720UNIT #3
2720UNIT #4
2720UNIT #5
2720UNIT #6
2720 FEDERAL BLVD.
A5.0A
A5.0A
BA5.1
BA5.1
3020 FX 3020 FX 3020 FX
2050 FX2-3050 C
SM
2-30
50 C
SM
10070 O.H.10070 O.H. 15070 O.H. 15070 O.H. 15070 O.H.15070 O.H.
2A4.12
A4.0
1A4.1
1A4.0
2222 2 2
6
46
4
6
4
6
4
6
4
6
4
2 2 2222
555555
24
24242424
24
F4
F4
F4
F4 F4 F4 F4 F4
F4 F4 F4 F4 F4 F4
F4
14T@10"[email protected]"
F.F.= 30.6'
F.F.= 30.6' F.F.= 30.15'
F.F.= 28.9'F.F.= 28.25'
F.F.= 28.0'
26
TOS= 30.2'
F.F.= 30.6'
TOS= 30.2' TOS= 29.75' TOS= 28.4' TOS= 27.85' TOS= 27.6'
14T@10"[email protected]"
14T@10"[email protected]"
16T@10"[email protected]" 17T@10"
[email protected]"18T@10"
3020 FX3020 FX3020 FXSAFETYGLAZING
SAFETY
GLA
ZING
SAFE
TYG
LAZI
NG
SAFETYGLAZING
SAFETYGLAZING
SAFETYGLAZING
SAFETYGLAZINGSPLASH
BLOCKSPLASHBLOCK
SPLASHBLOCK
SPLASHBLOCK
30"X48"
3070
CLEARFLR. SPACE
A 3/16"=1'-0"TYP. GARAGE INTERIOR ELEVATION
2-CARGARAGE
EXTERIOR FINISH KEY NOTES:
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.
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.
1
2
3
4
5
6
7
8
9
10
1a
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
A5.0 & A5.1.
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
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.
WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/
ROOF SCUPPER
ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2
11
12
14
15
16
17
18
19
20
13
21
22
23
24
25
26
STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.
1
R.O
.W. A
LLEY
KEY PLAN
FED
ERA
L BL
VD
. 2726
2724
27201 2 3 4 5 6
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
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201
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303.
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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
A1.1
BUIL
DIN
G F
LOO
R PL
AN
FIRS
T LE
VEL
2720
N. F
EDER
AL
BLV
D.
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3/16"=1'-0"SECOND FLOOR PLAN 1
A B C
1
3
4
2
KITCHENKITCHEN
GREAT ROOMGREAT ROOM
PWDR. PWDR.DINING
D E F G
KITCHEN
PWDR.
KITCHEN
GREAT ROOM
PWDR.DINING
KITCHEN
GREAT ROOM
PWDR.DINING
KITCHEN
GREAT ROOM
PWDR.DINING
KITCHEN
GREAT ROOM
3070
2470 24702470 2470 2470 2470
2720UNIT #1
2720UNIT #2
2720UNIT #3
2720UNIT #4
2720UNIT #5
2720UNIT #6
2720 FEDERAL BLVD.
A5.0A
A5.0A
BA5.1
BA5.1
HIGH
WIN
DO
W
3070 CSM3070 CSM3070 CSM3070 CSM3070 CSM3070 CSM3070 CSM3070 CSM3070 CSM3070 CSM3070 CSM 3070 CSM3070 CSM3070 CSM3070 CSM3070 CSM3070 CSM3070 CSM
4050 DH 4050 DH 4050 DH 4050 DH 4050 DH 4050 DH
2650 DH
3-2620 FX
HIG
HW
IND
OW
3-26
20 F
X26
50 D
H
2020CSM
2020CSM
2020CSM
2020CSM
2020CSM
2020CSM
2A4.1
2A4.0
1A4.1
1A4.0
777777 8
9
8 8 8 8 8
9
9999
13 13
12
12
11
12
12
11
12
12
11
12
12
11
12
12
11
12
12
11
F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F3 F3 F3 F3 F3 F3
F1 F3 F1 F3
F1
F3
F3
F1
F3
F3
F1 F3 F3
F1 F1 F1 F3 F3 F3 F3 F3 F3 F3 F3 F3
F1 F3
F3
F3
F1
F3
F3
15T@10"[email protected]"
15T@10"[email protected]"
15T@10"[email protected]"
15T@10"[email protected]"
15T@10"[email protected]"
STRS
STRS15T@10"[email protected]"
STRS
STRS
STRS
STRS
14T@10"[email protected]"
14T@10"[email protected]"
16T@10"[email protected]" 17T@10"
[email protected]"18T@10"
14T@10"[email protected]"
STRS
A1.2
CC
BBAA A1.2
CC
AABB A1.2
CC
BBAA A1.2
CC
AABB A1.2
CC
BBAA
CC
AABB A1.2
555555
SAFETY GLAZING &FALL PROTECTION
SAFETY GLAZING &FALL PROTECTION
SAFETY GLAZING &FALL PROTECTION
SAFETY GLAZING &FALL PROTECTION
SAFETY GLAZING &FALL PROTECTION
SAFETY GLAZING &FALL PROTECTION
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 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.
1
2
3
4
5
6
7
8
9
10
1a
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
A5.0 & A5.1.
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.SEE SHT. A7.0 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION
1
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.
WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/
ROOF SCUPPER
ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2
11
12
14
15
16
17
18
19
20
13
21
22
23
24
25
26
STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.
1
R.O
.W. A
LLEY
KEY PLAN
FED
ERA
L BL
VD
. 2726
2724
27201 2 3 4 5 6
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 ELEVATIONS1/4"=1'-0"
BLG. 2720 VIEW "BB"1/4"=1'-0"
BLG. 2720 VIEW "CC"1/4"=1'-0"
SECTION "DD"NO SCALE
BLG. 2720 VIEW "AA"1/4"=1'-0"
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
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
A1.2
2720
N. F
EDER
AL
BLV
D.
SEC
ON
D L
EVEL
PLA
N
![Page 4: CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS ......3/16"=1'-0" FIRST FLOOR PLAN 1 A B C 1 3 4 D E F G CANTILEVER ABOVE 2 ENTRANCE ENTRANCE ENTRANCE 2720 UNIT #1 UP UP UP NEW ENCLOSED](https://reader035.fdocuments.us/reader035/viewer/2022071413/610c7eca0fd93d7967580203/html5/thumbnails/4.jpg)
3/16"=1'-0"THIRD FLOOR PLAN 1
A B C
1
3
4
2
BEDRM. 2
M. BEDROOM
M. BATH
BATH 2
M. BATH
BATH 2
BEDRM. 2
M. BEDROOM13'-0" x 10'-0"
13'-8" x 9'-6"
13'-0" x 10'-0"
13'-8" x 9'-6"
WIC WIC
D E F G
M. BATH
BATH 2
BEDRM. 2
M. BEDROOM13'-0" x 10'-0"
13'-8" x 9'-6"
WIC
M. BATH
BATH 2
BEDRM. 2
M. BEDROOM13'-0" x 10'-0"
13'-8" x 9'-6"
WIC
M. BATH
BATH 2
BEDRM. 2
M. BEDROOM13'-0" x 10'-0"
13'-8" x 9'-6"
WIC
BEDRM. 2
M. BEDROOM
M. BATH
BATH 2
13'-0" x 10'-0"
13'-8" x 9'-6"
WIC
2670
2470
2-207
0
2470
2670
2470
2-267
0
2670
2470
2-2070
2470
2670
2470
2-2670
2670
2470
2-207
0
2470
2670
2470
2-267
0
2670
2470
2-2070
2470
2670
2470
2-2670
2670
2470
2-207
0
2470
2670
2470
2-267
0
2670
2470
2-2070
2470
2670
2470
2-2670
UNIT #6
2720 FEDERAL BLVD.
A5.0A
A5.0A
BA5.1
BA5.1
3050 CSM 3050 CSM 3050 CSM 3050 CSM 3050 CSM 3050 CSM 3050 CSM 3050 CSM2020 CSM 2020 CSM 2020 CSM 2020 CSM 2020 CSM2020 CSM3050 CSM3050 CSM3050 CSM 3050 CSM
3050CSM
3050CSM
3050CSM
3050CSM
3050CSM
3050CSM
3050CSM
3050CSM
3050CSM
3050CSM
3050CSM
3050CSM
2020CSM
2020CSM
2020CSM
2020CSM
2020CSM
2020CSM
2666 CSM
2666 CSM
2666 CSM
2666 CSM
2020C
SM2020C
SM
2666
CSM
2666
CSM
2666
CSM
2666
CSM
2020
CSM
2020
CSM
2A4.1
2A4.0
1A4.1
1A4.0
14 1514 1514 1514 1514 15
191919191919
14 15
21
16
2121212121
1616161616
F3
F3
F1
F3
F3
F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F3 F3 F3 F3 F3 F3
F1 F3
F1
F3 F1
F3
F3
F1
F3
F3
F1 F3 F3
F1 F1 F1 F3 F3 F3 F3 F3 F3 F3 F3 F3
F1 F3
UNIT #5UNIT #4UNIT #3UNIT #2UNIT #1
15T@10"[email protected]"
15T@10"[email protected]"
15T@10"[email protected]"
15T@10"[email protected]"
15T@10"[email protected]"15T@10"
15T@10"[email protected]"
15T@10"[email protected]"
STRS STRS
15T@10"[email protected]"
STRS
15T@10"[email protected]"
STRS
15T@10"[email protected]"
STRS
15T@10"[email protected]"
STRS
SAFETY G
LAZIN
G &
FALL PRO
TECTIO
N
SAFE
TY G
LAZI
NG
&FA
LL P
ROTE
CTIO
N
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 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.
1
2
3
4
5
6
7
8
9
10
1a
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
A5.0 & A5.1.
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.SEE SHT. A7.0 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION
1
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.
WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/
ROOF SCUPPER
ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2
11
12
14
15
16
17
18
19
20
13
21
22
23
24
25
STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.
1
R.O
.W. A
LLEY
KEY PLAN
FED
ERA
L BL
VD
. 2726
2724
27201 2 3 4 5 6
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
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
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
A1.3
BUIL
DIN
G F
LOO
R PL
AN
THIR
D L
EVEL
BUIL
DIN
G 2
![Page 5: CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS ......3/16"=1'-0" FIRST FLOOR PLAN 1 A B C 1 3 4 D E F G CANTILEVER ABOVE 2 ENTRANCE ENTRANCE ENTRANCE 2720 UNIT #1 UP UP UP NEW ENCLOSED](https://reader035.fdocuments.us/reader035/viewer/2022071413/610c7eca0fd93d7967580203/html5/thumbnails/5.jpg)
A
4
B C
1
3
2
D E F G
3/16"=1'-0"ROOF PLAN 1
2720UNIT #1
2720UNIT #2
2720UNIT #3
2720UNIT #4
2720UNIT #5
2720UNIT #6
2720 FEDERAL BLVD.
A5.0A
A5.0A
BA5.1
BA5.1
2A4.1
2A4.0
1A4.1
1A4.0
242424242424
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3 F3 F3 F3 F3 F3
F3 F3 F3 F3 F3 F3
F3 F3 F3 F3 F3
15T@10"[email protected]"
STRS
15T@10"[email protected]"
STRS
15T@10"[email protected]"
STRS
15T@10"[email protected]"
STRS
15T@10"[email protected]"
STRS
15T@10"[email protected]"
STRS
S 3S
3S 3S
3S 3S
3
SCUPPER TODOWNSPOUT
SCUPPER TODOWNSPOUT
SCUPPER TODOWNSPOUT
R.O
.W. A
LLEY
KEY PLAN
FED
ERA
L BL
VD
. 2726
2724
27201 2 3 4 5 6
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 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.
1
2
3
4
5
6
7
8
9
10
1a
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
A5.0 & A5.1.
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
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.
WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/
ROOF SCUPPER
ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2
11
12
14
15
16
17
18
19
20
13
21
22
23
24
25
26
STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.
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
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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1388
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TU
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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
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
A2.0
2720
N. F
EDER
AL
BLV
D.
ROO
F D
ECK
PLA
N
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A
4
B C
1
3
2
D E F G
2720UNIT #1
2720UNIT #2
2720UNIT #3
2720UNIT #4
2720UNIT #5
2720UNIT #6
A5.0A
A5.0A
BA5.1
BA5.1
3/16"=1'-0"STAIR ENCLOSURE ROOF PLAN 1
2720 FEDERAL BLVD.
2A4.1
2A4.0
1A4.1
1A4.0
242424242424
S 3S
3S 3S
3S 3S
3
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:
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.
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
27201 2 3 4 5 6
CO
PYRI
GHT
201
5IF
THI
S D
RAW
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IS N
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PRIN
TED
ON
A 2
4"x3
6" S
HEET
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IS N
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TO S
CA
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4900
W. 2
9th
Ave
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CO
802
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fice
| 72
0.26
3.26
76fa
x |
303.
403.
1388
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
A3.0
2720
N. F
EDER
AL
BLV
D.
STA
IR T
OW
ER R
OO
F PL
AN
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3/16"=1'-0"WEST ELEVATION 2
BLDG. 1 / WEST STREET FACING ELEVATION
TRANSPARENCY CALCULATION DIAGRAMTOTAL TRANSPARENCY REQUIRED: 53'-9" * .30 (TRANSPARENCY REQ.) = 16' LINEAR FEETTOTAL TRANSPARENCY PROVIDED: 16.5 LINEAR FEET (16.5/53.75' = 30.6%)
BLDG. 2 / WEST STREET FACING ELEVATION
TRANSPARENCY CALCULATION DIAGRAMTOTAL TRANSPARENCY REQUIRED: 23'-7" * .30 (TRANSPARENCY REQ.) = 7.2' LINEAR FEETTOTAL TRANSPARENCY PROVIDED: 8 LINEAR FEET (8/23.8' = 33.6%)
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'
9
10
3
4
5
6
7
7
3
7
7
3
8
1
2
2
MAX. BLDG. HEIGHT40'-0"
BASE PLANE HEIGHTAT FRONT 80%
5331'
BASE PLANE HEIGHTAT REAR 20%
5327'
3/16"=1'-0"SOUTH ELEVATION
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'
7
10
4
5
6
99
3
3
1
8
3
4
5
7
9
2720 N. FEDERAL BLVD.
2720 N. FEDERAL BLVD.1
DOWNSPOUTDOWNSPOUTDOWNSPOUT
12 1212 12 12 12 12 12 12 12 12 12
12 12
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
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
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
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fice
| 72
0.26
3.26
76fa
x |
303.
403.
1388
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
A4.0
2720
N. F
EDER
AL
BLV
D.
EXTE
RIO
R EL
EVA
TION
S 1
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3/16"=1'-0"EAST ELEVATION 2
3/16"=1'-0"NORTH 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
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'
9
3
4
5
7
7
6
2
10
3
7
3
2
7
9
8
3
1
1
5
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
1
8
3
910
8
4
5
8
3
1
1
8
3
9
10
8
4
5
1
2720 N. FEDERAL BLVD.
2720 N. FEDERAL BLVD.
12 12 12 12 1212
12 12
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.
R.O
.W. A
LLEY
KEY PLAN
FED
ERA
L BL
VD
. 2726
2724
2720
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
CO
PYRI
GHT
201
5IF
THI
S D
RAW
ING
IS N
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PRIN
TED
ON
A 2
4"x3
6" S
HEET
, IT
IS N
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TO S
CA
LE
4900
W. 2
9th
Ave
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802
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| 72
0.26
3.26
76fa
x |
303.
403.
1388
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
A4.1
2720
N. F
EDER
AL
BLV
D.
EXTE
RIO
R EL
EVA
TION
S 2
![Page 9: CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS ......3/16"=1'-0" FIRST FLOOR PLAN 1 A B C 1 3 4 D E F G CANTILEVER ABOVE 2 ENTRANCE ENTRANCE ENTRANCE 2720 UNIT #1 UP UP UP NEW ENCLOSED](https://reader035.fdocuments.us/reader035/viewer/2022071413/610c7eca0fd93d7967580203/html5/thumbnails/9.jpg)
SECTION "A" SCALE 1/4 " = 1''-0"A
ROOF DECK
F G
ROOFTOP FLR. F.F.
SECOND FLR. F.F.
THIRD FLR. F.F.
(2720 FED.)UNIT #6
DBA
T.O. 1st FLOOR
MAX. BLDG. HEIGHT40'-0"
BASE PLANE HEIGHTAT FRONT 80%BASE PLANE HEIGHTAT REAR 20%
E
GARAGE STOR.GARAGESTOR.STOR.GARAGESTOR.
LIVING RM.LIVING RM.LIVING RM.LIVING RM.
M. BEDROOMM. BEDROOMM. BEDROOM
LIVING RM.
M. BEDROOM
ROOF DECKROOF DECKROOF DECKROOF DECKROOF DECK
GARAGEGARAGEGARAGE
2720 FEDERAL BLVD.
(2720 FED.)UNIT #1
(2720 FED.)UNIT #2
(2720 FED.)UNIT #4
(2720 FED.)UNIT #5
(2720 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
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
A5.0
BUIL
DIN
G S
ECTIO
NS
127
20 N
. FED
ERA
L BL
VD
.
![Page 10: CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS ......3/16"=1'-0" FIRST FLOOR PLAN 1 A B C 1 3 4 D E F G CANTILEVER ABOVE 2 ENTRANCE ENTRANCE ENTRANCE 2720 UNIT #1 UP UP UP NEW ENCLOSED](https://reader035.fdocuments.us/reader035/viewer/2022071413/610c7eca0fd93d7967580203/html5/thumbnails/10.jpg)
T.O. 1st FLOOR
T.O. 3rd FLOOR
T.O. 2nd FLOOR
T.O. 1st FLOOR
T.O. ROOF DECK
T.O. ROOF
MAX. BLDG. HEIGHT40'-0"
BASE PLANE HEIGHTAT FRONT 80%
5331'
BASE PLANE HEIGHTAT REAR 20%
5327'
SECTION "B" SCALE 1/4 " = 1''-0"B 2720 FEDERAL BLVD.
GARAGE
LIVING RM. DINING KITCHEN
MA. BEDRM. M. BATH BATH 2 BEDRM. 2
ROOF DECK
X X
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
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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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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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DATE ISSUE
PROJECT #
SHEET #
CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
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2 NOT TO SCALE JAMB AT BRICK VENEER
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
7
6
5
6 8 NOT TO SCALE BALCONY RAILING DETAIL
NOT TO SCALE ACCESSIBLE BATHROOM DETAILTYPE "B" VISITABLE
ACCESSIBLE TYPE "B" UNITS
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DATE ISSUE
PROJECT #
SHEET #
CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
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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 #
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150512
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ERSO
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ARK
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ERLO
OK
NEW
TO
WN
HO
MES
2720
, 272
4 &
272
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03.14.16 BUILDINGSUBMITTAL JK
A7.0
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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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3/16"=1'-0"FIRST FLOOR PLAN 1
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2720UNIT #2
2720UNIT #3
2720UNIT #4
2720UNIT #5
2720UNIT #6
2720 FEDERAL BLVD.
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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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SHEET SIZE: 24" x 36"
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2720UNIT #4
2720UNIT #5
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|ELECTRICAL LAYOUT
C 1 C 1 C 1C
1
C
1
C
1
R.O
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LLEY
KEY PLAN
FED
ERA
L BL
VD
. 2726
2724
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WP
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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.
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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
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N P
ARK
OV
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OK
NEW
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HO
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2720
, 272
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03.14.16 BUILDINGSUBMITTAL JK
1 07.09.16 BLDG. REVIEWREVISIONS JK
E1.2
BUIL
DIN
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LEC
TRIC
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3/16"=1'-0"THIRD FLOOR PLAN 1
1
3
4
2
BEDRM. 2
M. BEDROOM
M. BATH
BATH 2
M. BATH
BATH 2
BEDRM. 2
M. BEDROOM13'-0" x 10'-0"
13'-8" x 9'-6"
13'-0" x 10'-0"
13'-8" x 9'-6"
WIC WIC
M. BATH
BATH 2
BEDRM. 2
M. BEDROOM13'-0" x 10'-0"
13'-8" x 9'-6"
WIC
M. BATH
BATH 2
BEDRM. 2
M. BEDROOM13'-0" x 10'-0"
13'-8" x 9'-6"
WIC
M. BATH
BATH 2
BEDRM. 2
M. BEDROOM13'-0" x 10'-0"
13'-8" x 9'-6"
WIC
BEDRM. 2
M. BEDROOM
M. BATH
BATH 2
13'-0" x 10'-0"
13'-8" x 9'-6"
WIC
UNIT #6
2720 FEDERAL BLVD.
GFC
I
GFC
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GFC
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S3
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S3
S3
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GFC
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GFC
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S3
S3
SSS
SSSS
S3
S3
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SSS
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GFC
I
GFC
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GFC
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GFC
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GFC
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GFC
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UNIT #5UNIT #4UNIT #3UNIT #2UNIT #1
|ELECTRICAL LAYOUT
C 1 C 1 C 1
C 1
C 1C
1
R.O
.W. A
LLEY
KEY PLAN
FED
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L BL
VD
. 2726
2724
27201 2 3 4 5 6
GFCI
S
WP
X
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.
A
4
B C
1
3
2
D E F G
3/16"=1'-0"ROOF PLAN 1
2720UNIT #1
2720UNIT #2
2720UNIT #3
2720UNIT #4
2720UNIT #5
2720UNIT #6
2720 FEDERAL BLVD.
|ELECTRICAL LAYOUT
|ELECTRICAL LAYOUT
S 3S
3S 3S
3S 3S
3
2
C1
C1
C1
C1
C
1
C
1
CO
PYRI
GHT
201
5IF
THI
S D
RAW
ING
IS N
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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
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
E1.3
BUIL
DIN
G E
LEC
TRIC
AL
PLA
NTH
IRD
AN
D R
OO
F LE
VEL
2720
N. F
EDER
AL
BLV
D.